HomeMy WebLinkAboutCMC Bozeman Facility Asbestos Ore Remediation and Combined Protective Plan Sheet Index
CMC BOZEMAN FACILITY Sheet N1 Title
1 Site Location
2 Legend,Notes and Abbreviations
ASBESTOS ORE REMEDIATION 3 Overall Site&Demolition Plan
4 Potential Asbestos Area Investigation Plan
AND 5 Alley Plan&Profile
5a Allev Gas Line Plan&Profile
6 Wallace Ave.Plan(South)
COMBINED PROTECTIVE PLAN 7 Wallace Ave.Plan(North)
8 Details
9 Wallace Avenue Curb&Gutter Replacement
Plan&Profile
10 Wallace Avenue Curb&Gutter Replacement
Details
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Owner Engineer
E alddfson sI EW
City of Bozeman Tetra Tech
tTPE
Dustin Johnson,PE Matthew Culpo,PE
20 East Olive Street 303 Irene Street �.txB derae2DOBnuvrEo po �,'a\ CENS G\
`�ONALE� It.1o1
Bozeman,MT 59771 Helena, MT 59602 AS IL'
406-582-2280 80 406-443 5210
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TNs Drawmg,,nlhe fomil2namded,niM odeirolvoM p,.Wdol TETRA TECH.Th.dlavingcanml baallmad,l•vindof°pledundvnft.the TETRA TECH Anoginalwill le Malned tV TETRA TECH anti "mooldm lo,pupfthispwpd.TETRA TECH don not apl> woforvglNlt9R 6ocM.—ft I&M atiMalbnw modlNYlwn'S made vidput TETRA TECHs vrtlden approval
REFERENCE NO. REVISIONS BY DAZE ISSUED FOR ISSUED BY SG1lE: 1° CMC Bozeman Facility
t Added Fliml.,BliConaefe Wed"and RidngA— MJc U26A19 ��Zn DESIGNED BY. MJc Remediation 1
2 "B&dlt C-M— MJC 06I0909 �� DRAWN BY: SEF REVISION
- --- - V c •7x City of Bozeman TETRA TECH CHECKED BY. - DRAWING N0.
— - --
- _ • ,-- + 20 East Olive Street FILENAME: - Slte LOCatIOn
Bozeman.Montana 59771
- - - tt��A CO.r0? PROJECT NO. 1157720035 DATE_ JUDB 2009
Legend
Survey Control
Existing Proposed Topographic survey based on data supplied by
Alpine Surveying,Inc.
Approximate Rlghtd-Way Storm Saw.,Manhole Strad Sign - - - - - Removal Limit 1970 Stadium Drive,Suite B
Bozeman,MT 59715
Approximate Building Well Catch Basin Billboami Post PA Investigation Limo 586.5599 Office 586,4490 Fax
Fence-Wood Sewer Manhoo Gas Meter Finished Grade Contour Dated 742008
Fence-Chain Link Telephone Manhole Phone Pedestal 2.4-1 Asphalt Mill Linils Control Ending QQ Northing(V) Elevation(it)
CP7 1577440.117 524775,6W 4793.176
Sanitary Sewer Lim Fire Hydrant Bollard Concrete Rtmoval CP2 1577687062 524779.546 4794.150
CP3 157764 524
Wale,Una Water Valve CP4 157788&5.SM 524522.79 4792.295
City Benchmark �� A.M.11 ". 4 534 94 4798.589
CPS 1577841.338 523840.900 4803.287
Storm Sewer gyre Curb Slop Survey Control Point -_ _ Sub Base Cou,se CPS /577B83.S40 524236.079 4799.089
Approximate Area o1 CP7 1577875.712 524023.423 4801-254
Deciduous Tree Prayer Pole Concrete Surface -• Coll.role CP8 151,7906.111M 524414.477 4797-693
Coniferous Tree Light Pole Native Vegetation
Basis of Elevations:
Shrub Guy !%� ';
Asphalt Repalo Bury of Bozark#11011 alum
BenchmarkBenmark 6
Stop Sign I Asphalt Overlay Anow Boll on Hydrant at the
NW comer of It.Intersecbon
Stoplight Flow Direction or Wallace Street&Curtis Street
Elevation 4804.97
Contour Interval:
1 Loot
Note:Ulllhy Locates were called in on 6/25/08
Upon completion of mapping only the
Notes City of Bozeman utilities had been located.
General Notes 17. Contractor shall submit a Work Plan of Operations to the Owner/Engineer with his bid submittal.The
Plan shall describe all the materials,equipment,and rnsmocis that the Contractor Merrs to use and Abbreviations
1. The City Engineer's stamp and signature affixed to this document indicates Public Works Department include a detailed estimated Construction Schedule in Critical Pam Method(CPM)format or other Ibatlh and 8ah�Pi-
has reviewed and found it in general Cenfofnrance with the City of Bozeman standards. formal acceptable 10 the 0wnadEngireer.
1. The Contractor shall comply with the a She Specific Health and Safety Plan for the CIVIC Bozeman DEQ Montana Department of Environmental Quality
2. The Voluntary Cleanup Plan for the CIVIC East Main Depot Addendum as approved by Montana DEQ 18. The following is a list of submittals that time Contractor must supply 10 the Owner/Engineer prior to Facility developed by Tabs Tech. MUTCD Manuel on Uniform Traffic Control Devices
a a part at the contrad documents.The Contractor shall have a ropy on site at all times and adhere to beginning work on the project Other submittals may also be required if listed to other portions of Ithese PA Potential Asbestos
all pertlrhenl portions as pert of this contract- documents
ROW Rightd-Way
Utility Not"
3. All materials and workmanship shall be subject to inspection by Prom City of Bozeman Public Works The Contractor's Work Plan of Operation
department The City reserves the right to accept of reject any such material and workmanship that Certification from Manufacturer certifying that all marshals comply with the spocihcahons I The Contractor shall Call the utility notification center of Montana 2 business days In advance of any
does nor conform to its standards and specifications herein excavation for the marking of underground utilities.
4. The Contractor shall have one signed Copy of the approved plans,the contract documents,the City of 19. Payment to the Contractor shall be made based on the unit costs submitted by the Contractor and 2 T he Contractor shall obtain all as-built documents and utility information available from the City within
Bozeman modifications to Montana Pudic Works Standard Specifications,Ftflh Edition and Montana included in the Contract do.,•Uments.The.Contractor shall be paid only for the actual work Completed as the project limas and shall locate all utilities on said documents prior to construction.The Contractor
Standard Specifications.Fifth Edition on site at all dross. Identified in the pay requests.The City will confirm that the quantities submitted match the quanboas shall be responsible for verifying the accuracy of all information obtained from the City.
installed or work Completed.The City will not pay M material ordered and stockpiled of the site s for
S. The Contractor shall subscribe to all governing regulations and shall obtain all necessary pudic restocking of materials in excess of that actually needed to Complete the work,
agency permits excepting those obtained andlm furnished by the Owner.The cost to secure permit EarM,aak,Erosion and-Sedlmiwd Control Not"
shall be considered Incidental to the work,including permit requirements for maintenance,record 20. The Contractor shah Commence cnstrucbon 3-days from Notice of Award
keeping,and reporting-Copies of all permits shah be submitted to Owner/Ergineer prior to Initiating 1. The Contractor snail prevent soil and sediment from leaving time site or entering the storm sewer
constructiorh adivhies. system by whatever means necessary.All work associated win sediment and enision antra Is
21- "the Contractor shall complete paving and all punch-Ust items by April 23,2009 considered incidental to the work and will not be pad for separately
6. The C thi cla shall protect all areas and facilities how wale(at all fires and facilities subjected to
flooding,regeMless of the source of water shall be promptly dewatered and restored at no cost to the 2 The Contractor shall maintain all temporary erosion Contrd facilities In good working order unlit
owner. SignWe Striping and Thai Control permanent facilities are in place and the Engineer has approved their removal
/ All subgmde awes shell be proof rolled and accepted by the Engineer Ira to placement of fill. 1. A plan for traffic Control during constmchon shall be sumittled to the City for approval with the Whorl 3. Landscaped'areas shall be mulched a matted and seeded within seven day of reaching final grade.
application.Revised traffic control plans shall"submitted to the City kx approval 48Jhours pnor to
8. out subbeso tnurses shall be proof filled and compaction tested prior to being accepted by the commencement deny revisions 10 the approved plan. 4 All temporary erosion control devices shall be Installed prior to commencemem of the work.
Engineer
2. AN IraRc ConUd devises anaY conform to the most recent version d the Iederal manual on unAonn 5. All erosion and sediment control devices shall be Inspected at least every 7 days and immediately
9. A lack coat of emulsified asphalt(slow selling)its to be applied between pavement courses.This work traffic control devices(MUTCD). following all precipitation events.Inspections shag be documented and any modification to me erosion
shell col m paid fm separately but is included In the cost of the asphalt work control plan shall be noted on the plans and maintained on site.
3. The Conbacla shall be responsible for the Movismxhs of a safe ir-I ay rah all roads adi-it to the
10 Rates of applicator,of rack coat shall be determined by the Engineer of the time of application, job she.The contractor shall enact or Cause erection of proper traffic control devices arourid all 6. All necessary repairs and accumulated sediment removal shall be made within 24)ours of their
excavations,embankments and obstructions. Identification.
11. The Contractor shall maintain and provide access to all dnivewsys and roads with the project limits at
all times. 4 The City reserves to the right to direct the Contractor to modify are tnoW Control pan at any time as 7 All beddil shag be placed In 6-Inch Ilfts and shall be compacted to a minimum of 95%of standard
the City deems recessary to protect property,improve safety end/o(In provide access.This wok shag proctor density(ASTM D-698)within 2%of optimum moisture content.
12. The Contractor shall proved all facilities not included within the scope of the antral documents and be Performed by the Contracts at no additional cost
all areas outside the limits of are project.Any damage to fadlNlet not included within the scope of the 8. Each lift shall be tested for compaction by an Independent material testing company at the discretion
Contract documents or outside the limits o4 the project.but not limited to sod,sprinkler systems,flat 5 the Contractor shag pmvlrle flag person/s as needed or as directed by the City for protection of the of the City and shall be pad for by the City.
work,pavement,buildings,landscaping,utilities and etc-shall be repaired or replaced by the public and workers Any flag pemon/s needed shall be Included with the cost for traffic antra and no
Contractor at no additional cost additional cost shall be pennifted. 9. Backfill small be provided by an MDEQ licensed gravel source,The name and location must be
submitted to MDEO for approval.
13. The Contractor shall ponodically,or as directed by Owner/Engineer,during the Course of the work 6. The Contractor shall comply with all monitoring and sampling procedures as(squired by the Engineer
remove and dispose of all surplus Construction nretenats and debris and keep the project area and or their representative
publicrights-of-way reasonably dean.Upon completion of the work,Contractor shall remove all
temporary Conslruc it on facilities.debris,and unused materials provided for the project.leaving the
project she in a neat and dean condition.Costs of all cleanup work shall be Considered incidental to Asbestos Containing Material
other hems of work and no additional compensation will be allowed.All debris shall be disposed of
off-she in a state licensed sold waste management facility- 1. All asbestos Containing material shall he disposed of in the City of Bozeman Landfill a;shown on the
City of Bozeman L andfill Asbestos Disposal Ph Construction Plans by Great West Engineering.
14. The Contractor shall be familiar with and Comply with all City laws and ordinances,regulating
acceptable working roues. 2 All asbestos containing material shell be documented in a manifest and a chain of custedy.Copies of
all manifests and drain of custodies shall be provided to the City of Bozeman.
15. The Contractor small Identify a STAGING AREA within the pm)ed limits 48-hours prior to consmdkn
and submit such area to the City fs approval.The City may require to the Camtractor to nave,adjust 3. The extent and depth of asbestos containing material was"fimreted for the preparation of these plans
or modify the staging area at any gee during construction to accommodate pudic access and safely at ant associated contract documents.The Contractor shall excavate and pmperty dispose of all
no,additional Cost asbestos containing material as directed by the Englneef or their representative
16, The City will call a Ira-consbucbon meeting at a date and time to be established a1 the project srle 4. The Contractor shall be paid for removal of all asbestos containing material as directed by the
The Conuaclor,shall send the proposed protect superintendent or foreman or other responsible party Engineer or their representative at the unit rate established in the Conlmd ducuments regardless of
who will actively be Involved in the construction to the meeting the depth or extent of matodal within the project limits.
AS B V 1 l
iw-ni�w.ng m mix form tmrismitted,i,the opsuel work proMxi oI TE rNp Tt CN.'rite hrww�ig i�nnet it soared,renxd of repmdured wui>,n ice prwr vn,ten mnsenl on rE l NA r c,h An rxyrre will lx--dry TETRA TECH n tfe"remrtl copy"Ion pwpose,of Ilxs Prwlhxl IF IRA TECH stun,m appwva of w Wemnl foes,docvmeds a my allMliolh or modlamson a m,ee vMMuI TETRA TECH,Wrem,plxrwai
REFERENCE NO REVISIONS BY DATE ISSUED FOR ISSUEDBY SCALE - CMC Bozeman Facility
t A&Suill Cadbcus NUC 011110" }'�l�
yt�tiU2Lk�c DesICNEDer MJc RemP.diation
- -- - - - (�Aa, Y• '� DRAWN BY SEF
TETRATECH CHECKED BY
REVISION
u` APPROVEDBy Legend, Notes, DRAWING NO
FILE NAME: -
and Abbreviations 2
PROJECT No 1157720035 1 Dale June 2009
Legend Notes
Removal Eels 1 Reeve all mphatL tale and aAbvat wn k,g maenal
Ashin the Rer 1llnyro b a d,m M 3+ae1 a n dlladed BY
PA i-9,Ption Ls,,da E,Vw-
2iaot AWMR MII Un is 2 Remuva 9 as",urlcrete errd eaoaabs conlabing nralerlal
wahln Cb PA Invasbjatlm Lmlb as d 1W 5y ENklaer SasaW
Cerledae of Allay A VaM-Sl.A.MW m PA Invask9asn rasJla.
• S-Y Ceram!Palls
1
� AWN4 Removal
Co Wes
E.PA Invesgmlm
II ,.Ial .li,.1
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$I PA investigation lirrlB
See Note 2
-env G
End Asbastua Ren I al�� I
St.
1 96.53E Caldnue fianoval \
aB drooled by Ergkleer beaetl
m PA Ir-Ugat--Ufta. T
311
61
r 1
�1
+ Removal Limit
? Sea Note 1
Remove Cab and Outlaw Stalin 9+59.77 to
Siffibn 10+76.46 as dkBGed by ENIl
Remnve CWb and Gunsr Sletbn 9+26.68 -
to Station 9+59.n as de d by EnYAneM t rl All
Rs—al�
Survey Conlyd Point MIN 2-iod x 2-i.h Dsn Abng I'emrraMer - -Rerrrore Sideve&all Ramwa Skle�valk and Slat-0 f 2B.116
(Typ.I of Curb&GUtwP es dlraded by Engineer Excavate SWgrade as Excavate Suhgrade as rn y
based m PA Irrrewtgallm rowlla deeded by F.rginaer tiveded by Englnax +
of
27` .. n_ -5a- - 9R_9' 1S
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111 a0 11+00 10+60 10}00 9+50 8+00 8+50 a+00 7+50 ]r00 BtSU 6+00 5+50 5.00 I+60 ++00 - - --9+so 3+00 2+50 2+00 1+50 1+00 0+60 0.00
i
1
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oflkes"Ar�s. Ramae T-o Rerrloro T-r� Wallace Sl.(i ,.
Ibfmve Calonale r d6aad by Engineer directed by Engineer
mpbd by E nlrl Honrovep 1 �� - -
r.m Hr•nmw l 1, Id'.x
51 OR'i GIS I NIBU II NG 1,0 / I ^OUBI r V Iv n 3 M warlaa vc-6G Sea Note1geNOn Limitd rpnser
I PROPI RTY 1 I a M_2 warn.'I f'ki A Yee_II'a
A.—Nov T04 I -
` N:.P11.1 DINE EMPIRE BUILDING MATEI_r'
1 I " ""• - I "" NORTH WAREHOUSE EMPIRE BUILDINGMATERIAIc
1 1 'nI b
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See Note 1 Rleldkg fwrkbg lot bee PA -
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AS BUILT
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i TNaD-.g,n0laformlrnwrlal ..Long-l-a pb .fTETRATECH T.d...ganMMa .IavnedaraplodUrxdeV61o111Mepd,Mlr-.mntc4TETRAtECH An apinal WN M ratawd by TETRA TECH as Ill"rarord wpY bee purposes of lhre txolecl TETRA TECH eoes not apprUve of or war2M!Mee doaanerva harry eleaton orrmrfiGraSonamatle wXlbN TETRA TECHavnMen app—1
REFERENCE NO REVISIONS BY DATE ISSUED FOR ISSUED BY SCALE: 1'=/0' CMC Bozeman Facility /�
1 A.4WWtCataliwM MIG OSAM �� DESIGNEDBV- SEF Remediation /_\
_ _ �� - +�I DRAWN BY SEF (REVISION
Lp2ln.,l, TETRA TECH CHECKEEDB
BY- e - •fir 70 Fnsa llh.y Cn.'o APPROVY: DRAWING NO
t i FILENAME. Overall Site & Demolition Plan
___:_ _ q 3
t��r.N 8CID,8 rod: PROJECT NO: 1157720035 DATE Au USt 2008
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Legend Notes
PA Imed,Oalan(aryls 1. Grid Sampea Mall IN,tlaee}A by 5-1!1 ted pl wMh a Uhn
s o,h,oaa ba In—depnd}B or ndir iad by
F—.---.--I PA Imear,911on Sample Gnd Enpneer.
�.—.—.—.—• 2. Tedt Ph SahnPlee shall be eaavaW m"Iooahorw Mown
w ,WNlece Sheet ROW b e mhlman deph al}A a m
PA InveEdlgatoP te4PA needed by Enpineet_Teh pia eheN Ib pNdormod alter AwhhK
lenimvd yrdm AsphaN Repair batlan es Moen an Sheets
6&7
---- CeNMIrc of AIIey d Wallace St AM— �I
5—Y Control Points
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11+40 11+OD IO+bD 10+00 9+W R+W 8+50 8+00 7+50 7+00 8+50 OTt10 -�—•--I�-1--�1--15100 4f50^f-+ A+OD+--i + 350�r3a00� —~2+150�— _ 2-���
t+50 1+00 0+60
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PROP=1�lY I 1 1 '
HrRRINGION' ra, i EMPIRE BUILDING MATERIALi EMPIRE BUILDING MAiFRIaI'
...--._.—•r.—.—_+.—•—•�—•—•_•T•_•_• INC,.n111LDING - ,
6 � I I I i I � +, R niliNc Y , ,. -_._.—i--•_._.y NORTH WAREHOUSE
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AS BUILT
D Feet 40
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REFERENCE NO. REVISIONS BY DATE ISSUED FOR ISSUEDBY SCALE: 1•=10
CMC Bozeman Facility
e iu DESIGNED SEE
0 Remediation
• �� c� DRAWN BY: SEE REVISION
S - - V •C 9� TETRA TECH CHECKED BY - Potential Asbestos Area DRAWING NO.
I.IIY ill L5(iZC'n I,3�I
E - APPROVEDBY:
f t :V tall 1)hvC':iTrCCi
_-_ FILENANE Investigation Plan
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7CC���A 8co.� a PROJECT No 1157720035 DATE August 2008
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4159 4,50 4,W 3+50 3,00 2,50 I+OD 0,50
0.00
AS BUILT
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REFERENCE NO REVISIONS BY DATE ISSUED FOR ISSUEDBY SCALE CMC Bozeman Facility
I Add Flow Lin. Mic oirm DIESIGNEDBY SEF
/2\ Alt-Buift Corldbons; MUC 060" A DRAWN BY SEF Remediation
P�0�10N
U,tv 0 TETRA TECH CHECKED BY
20 E'7t )0—"0"; APPROVED BY Alley Plan & Profile DRAWIN",NO
FILENAME.
1 1RO.CT NO 1157720035 1 [WE October 2008
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41.
47M
4 r Sn 4.511 4+00 3-50 �� 3+00 2+50 2+00 1+50 1+00 0+50 0+00
HroeveUon ElevelKK,
EJdsIkIU CSr<uvuf LIHVl9.XI
Profile View-Alley CL
V-20'H/1"=6V
AS BUILT
Tara Orewlnp,rn Ne lomrIrornmitled.nIM1eo nal mi*pmdud of TETRA TECH Theedravnrg--ne,I..d,revered or repmdaned v.1—Inep-,eftl—t o1 TETRA TECH Anorlprrwl MI M re—d by TETRA TECHaeINK'—d-W 1w perPOMe o10Ne prgeM TETRA TECHdose not approve p1wwamMIaeNe dwvmeMe Nary aNewUonor modlrraamu maderilMut TETRA TECH.writlenepryovel.
REFERENCE NO REVISIONS BY DATE ISSUED FOR ISSUED BY SCALE. ASSHOWN CMC Bozeman Facility
1 As-Built CondM1ons
MJC oerosos 1302��A,�_ DESIGNED BY. SEF Remediation
? - DRAWN BY. SEE
9 � IyrHfir„cRraH TETRA TECH CHECKED BY Alley Gas Line DRAWING NO
t * iD Ed5(UUvv tiU ref APPROVED BY.
'.-•-¢- '-_ :� 90IC'rtldri IdOnl,U13 SA771 FILENAME Plan & Profile
r_ro PROJECT NO 1157720035A oa F May 2009
I
Ir MH1I 147 Sleet Curt.and GWIar where Wallace Ave.O say(NWe 1)shell be
1 re,,wW as per Cby or B—an SU n d � conpleled base0 on lest Pit rosulle es
DrawYlg No.02528 1 If rerrwsrtrl ors Pert of Pert of PA Irrmslpeoorl R—I Sheet 4).
PA Irlwslpatan rerlvsels
-Approsimele modoto l
PleriwsN Rerrletllaled Area- I
VCR 2004 d'/RTI
Asphalt NoR
S oper area(TYP) ' Rernova 8 Replace dtinch
ee le 2 end Decal® (•grsayle Sitlaxalk
Slebon=11.e0.00
Nodlirp-52iB15.28 -
F�Btinp-1577B5B.W
0+50 F.. -_�__ �__ ___-+__ _�__� vMe Ban vN.e I, valor eo< _
- 10�0, x )_.---+__- --l--r_—r.-.- -.__y—__ _1-_ _- __._....___ _l_— _ __ ._._l—f_.r..t_a__ __—.-.e .._
50
111140 11+00 - - ➢+SO - „ - -e+OD- - - - - 8+5D - •.f!♦00 1+9G - .
AOW - �-� Atlas ` 7 AdQx. 6 50 6 W 5+
MWlde. i Valor Box Rill
�.r.r'..,. .....
/ r
Erd rm Cobtckm _ - q -r•-
� vane eo. �
\ \\
Inmer Non-Reeiaengar- I r le
rC
-
rgpldved -
=1rlvealipell rertlawl. I LV T- 1�
I.n a •\i\ walwl.e oramaoa
VeNde \\`.. !, \ \ - ImpmPruveblellt6 —
r-IIW Area 1 I ..�' I rT sae sneacn N a to
S_D.UM L——— j I
sa a
-- �- - -_ • `Tcnr okra DIAT.N-t r -. H ;�ow.y�' .�. - - II
_ _ ItHnCRi" .. � _ � rise�Nar.y Hefl actxl A
N IIANHINGiGN'G t"to lN(.nH.IDINI, NORTH HARRINGTON'S
INC.BUILDING I EMPIRE BUILDING MATERIALS fl
- - - - ApgmiimNe LoratlmWPreNOUely �� SOUTH WAREHOUSE
• y _ Barites steal Am T-Metlia Correldlanls
:31
s_e_g_z,- _F_11J L
I
\ Replace excArvnted melanwl Wenln tllo STory ROPlacre nacevalod malarial within trw Story Replace e,cavwoo materiel wbhin H—Utoits Builakq / Lirnbsto w ithin Renwval lirnsa and PA
Y Uisa101rhnD PrapartY PA etveeut191iOn t inNs Dlslllaldeq Properly Ramwel LYNIte PropoM Rencval LJmbs entl PA It—b%,bw bi-tII rig gretles.San Decal
3 Sib Farce.She MDT Slandartl See Daalil® Sea Detail yOy
pa1e1120630 8
17
i
Sib Fence Soe MOT Stantleltl
Detail 20690
D
I�
Legend Notes
Ir
! Removal lmM1, t WeYq Aw,Awphd Ovedey shall M a mirvmrsn 2,r ► Z
sit.1—ma Whidipeenw1 m
-
PA In, t Ur,n
2 Asphalt Rwpwlr arwwc shall a sev M ii—d Ne perlrnelw eM SS?
' - ABphdl(MdaY mdlyde acnlplat,mewl wrld Iepi—Ft of tlw AL~b ei
SubB—
A [ A,phae Repbca a
pIV
d Asphab R",Alva,
5 :.� su�wise c nee
- Cnncreb
�+ � NeMe VWeWecm
D- AS B V I LTA
8 _ mpmv�n,enls
o Feet xl
TN,Orw In tha brmtrarwnelletl,isthaonprwl woM pmoudor TETRA TECH.This drawl nml Malta INI,-A d a reploduwdIMMW Be webno ,flof TETRA Ie:H Anon,,Il wXI lr rwtsirlee TETRA TECH w,Iha'IemN lo, u ..rN o .TETRA TECH Does not a pp-I,olorw ,1 Ness aocume 1 aI,alteration wmodirlmlionis mane MWO TETRA TECH,vniben approval.
REFERENCE a NU. REVISIONS BY DATE ISSUEDFOR ISSUEDBY � -� CMC Bozeman Facility
g t Add Flow Urges,BMRS MJC DIrAw .Jt o Remediation L/�\
DESIGNEDBY SEF
2 Revived Asphdt Reps - - MJC 0511409 cti DRAWN BY SEF REVISION
" y As-BHIIt Corid- MJC O61J9gB '�/ u�. P9 City of Bozeman CHECKED BY: -
c� TETRA TECH Wallace Ave. Plan DRAWING NO
A * 20 East Olrve Street APPROVED BY.
G FILENAME' (South)Ze Bozeman Montana 59771 6
8
CO- f PROJECT N0. 1157720035 1 DATE October 2B�
it HF
�Bs
F,P
�r
�o
4F
I
WalBco Aw-0l 1,wv(Nola 1)steal bo
j canplated haI on Tnat Pn resuhs as - �f
/ pan or PA ln,sshgahon(see Sheet a). d v
I Flerrave 6 Replace S,op line rylmite) Aspnan RkI area CFW) rlJd'c
i l s ob Canada S,dawaar
Sao Ndo 2 and bdI I
�' croaa..ala(NfiAe) 4-Cooc stea lk
Do.N.Sae�MWking
Cyo-)amanaaa,00-toot
M l
7- Stabon-0.00.00
.."" 1111111
sp,a t�a
�..� � �. --- - Nod7srl0
-524.20
AdiI Adlerf
- _ VWvo B. Vaw Bm
YeNeB,x _ 'Y/4eB�
7777�
-I- — -- --� - - _ -1- -- +Adjust
BB D+W d+00�--1- 1,50
`v+150 1/'�T -- 5•00 - - 1.50 - - 4 r W -"�' .-v'v-'.. 3450 `Adjum 3+00 2+50 2+00 Misrh
.. .-, _.,� Manhole AlanFrolB Ran -_
Rim VEIIE - Bogin Corvatruction
Station 0+32.9a
Erosion Conaol- f
Gawl Socks _
- / See Note 4 / I
- -
---- - _ Doubt Sdkl Long Stop Eln,IWTIIe)-�
` Mar W(Yellow') I
F
I ----boewn Control Clrrawl
Socks.Soc Note 5 and MDl
Staraferd Detail 206a0
— ---- Replace a 1vId nutanal within RaT ova butts a,d
' PA 1--bg0o,I lift -ianing grades See DMII /®
I ,\
` Ste F.-See MD it Standard
Dtltal2 30
g I
Y
I
b
8 ;
n Legend Notes
S
s I r n.nay.l umlm 1. WNlece Ave.Mplun PO shell ba a minimum 2-inc,
aa Z d.oa pa,ae"Ipewanenl
Im - PA m.es,,1-t,mna
2. Asphae R",areas steal 1,s saw W—no ins penmeter arm
Asphan Ownay sos�eaewB removal ana repacemem orma AI m
d Asphalt Replxsaant
Or V 3, 16 Pev markups ae atnwr,es Der MUTCD S saris 38.01.
3B.,e,end 31317
AspNen Repel Areas
d. Plow Gnaw'S Jre whilybe agalrnt wrb at apprortirrebty 0.5'
Su Eisss Cause angle agairsl lbw dremon.
5. Pk Growl Sock Berm on s d-W a psrinoler of
removal a'en ea descr4etl an MD I SlenQerd Dalai 20BJ0.
-^� F-aI AS BUILT z*
Walaw A.Dnenege Improvements
0 Feet 20
6
This O'aw,n ,n the form lrerrenk,d retneo rot wod rodrd of TETRA TECN.Thm tlrawi onlld MaNrotl.revleetldre tWued wiaaul the arvnslen consentol TETRATECH An ninnlwlllWmtamed TETRATECHasthe'umrd br u sot this eck TETRA TECH does rat approve of or wamMinese doamemsKa aneutionmrtatldcsWn,s made waMUI TETRA iECR's wdlena vat
SREFERENCE NO. REVISIONS BY DATE ISSUEDFOR ISSUEDBY SCALE= 1 =20 CMC Bozeman Facility
0 1 Add Flows Unec,BMPs MJC 1/10109_ gp Remediation
"1 DESIGNED BY. SEF
2 Revised Asplldl RepairswC 05 IWI 'y DRAWN BY: -SEE
0 As Bunt Conditions MJC 0&09% l �`< 9 CHECKED BY - REVISION
y City of Bozeman TETRA TECH Wallace Ave. Plan DRAWING NO
�)e - • 20 East Olive Street APPROVED BY.
FILE NAME (North)
Bozeman,MOillalla 59771 7
R
'v CO. S PROJE IT NO 1157720035 1 DAIS. October 2008
"Ot"e I Mftek,0 5%n1elXrrnvn fXpm Mope dp—(W WNd*ga
T. C —w W-1—t eliall by—.1 out rwgularN t'.
.P.,— w—
.Bam C--.4—
Iop�'oAsphal—tI BftseC—ee.44nch
61-h As~.B-,�B— &41—AsphM or b,—8— SI—v_sheets 6&7 Topsoil cr Asphaft W�
C--SItootoa�t�,— C--Shdu L—Ims
St— Plen HnW-1 Graft Elayfion St— M., —Sulweo�— -BoiwwQ--
5•III}Bem Cam
Ex—e kWw,,to,�pff,
S--
b,P.E"gl— a Dpth S�ffled by
Vie Engh—
ir,5N
Am�rap cell(F... C*V o;B—)
6
CMP—ed
Deep FauMMim Shallow Fucwxi,tbn
Cq-Mllqy T -'� Foundation Excavation&Backfill Detail
Typical section f'2 8
VA.d Stakes
Ra BtQ—
Bob,.(2 Per Bale) C. (Typ)
SStaple.Rwju w — _--PhMioIJnkV
Stt—Bale
,t Tops al I,HVh)
-&mh R—C— S-d SO
vt SLdB—Coo—ea N—,V
to E MWISh Subgladti E�
Sold43aea Ca W M Necemy
",\x I.E.M"Itth Suland.Eimd-
sect—I M—
Nwlioe G—wl
-N.IH G—d
3 jReplacement mMl Section 4 Gravel Replacement Typical Section
8 fr-1, ��=0Wood stares ar Retxe
L� U j
el
7-------- ----------
-1�—Asph BCoo— J—1,A�W-7,,o C-
3—�,AwA,M Baca Goom,
Best,C.-
1,gyp; I limp
Stb-(Iaw Cooed att Noo-mvSub Bate C<sver as Naassary
k
W Estabfih SodtWhft Fkvat-,
31(TyP)
(tVP I -—Rock Begs in C—
N.t,-G-4
-------------------
5 Parking Lot Asphalt Replacement Typical Section 6 Wallace Ave. Asphalt Replacement Typical Section G—D Lfl—,
8 8
Fle,V*.
6 Concrete Washout
§-,) NTS AS BUILT
""'d.'TE TRA TECH Th-
.."q I... —,—.r.Md..d Mtk-t[bPMt�--WTETRA TECH Ai,~.J.lb. by TETRA TECheeftw'—mW
REFERENCE NO REVISIONS BY DATE ISSUED FOR ISSUED BY SCALE 1r=ZQ
/11 Added G.-M,W.WxM DeWI Mic MIMI CIVIC Bozeman Facility
Z. DESIGNEDBY Mic Remediation
As-Buill CwdbDns Mic MOM DRAWN BY SEF Aj
REVISION
TETRA TECH CHECKEDBY
APPROVED BY DRAWING NO
ME NAME* Details
8
PROJECT NO 1157720035 rDATE OCtbe,2DO81
z✓d4
Survey Ca dnol Pi \
(TYP)
InaWl SYaltlard Squaro
Slam Drell Inld es per Savwl IU'hum
Clty a Bo7ertun Sld
-Sawcd 1-21ran / CUTE 6 Gdlm
Up d Gun. da«ne No 027201 A
Ad1uM Flaw Late to Prd-,0, IrtMell atall PVC Saner Ptpa.
Sialbn-11 a 40.00 PMra MOMde / S.Dalall
NRNYn0=52361526 - -_ a I
Eeeenp-1577B69.BB � �
1 1 I �--�I-- _ / - / -
% 9+00 8+5o A+00 )+50 7+00 8+W 8+00 wa
11+40 11 r00 10+50 10400 a+50 * .r ti I r--I-�-Y r-+--r-- i-+-I 1 { 4 �# SEbO 1—F ~� $T00 F �V
_______ ___/ 4#00 3+50 3+m
1_____________________________ / ______ _____ ______-_____
_______ ______i ______________________________�_-"______- _____
10
AIpIv1WrA W911aca CL \ '
. Staem=6-CL ..
AS
Alratmaa=Wallace CL ONaet-.14.. ` Install 4'O PVC Pad Pipe. Install NorvResidarlEalCrisexey
AYpnmard'WaYaoe CL Station-9 T 28.70 AllgnmaM Wellew CL Sue Delsll ) oadt Y CI of l3otemen AI19nnii=Wallace CL i \-STM4ai
s1.t oD=10+7s.54- roe Pa n
oeset=-lfla4 sunaa-s+87.a6 14M1=a796.49
Sltl-Drawnp No 0252&12 WItlM SW1bn.3+64.5B INV 10`N=4791.8B
Oflut--15 BB _ DBaat-.15 88 ii b Match E di in0 Fence OPedrtO. 011eel=-17.38 10 SW=4791.98
Allanmart=W Q
Wallace CL Wr SE-4791.96
AMOrnaad=Wallow CL/ Station=3+59.67 Ag aNl W e OB6el eo Inver(
lelrpn S -6+80.48 Oese1=.10.70 Corti Eaeen S a Dieclly
0
11sa1--14.77 M-L-d.Pk-SI7es horn
CM LDC M)
.rIRY IrrSTHInIIHHr.i.i
1'RGPER'�
..Ir H HAHRitIl;l rr.I,.rIl
int_H:IU I�I'J(" r„ EMPIRE BUILDING MATERIAL. EMPIRE BUILDING MATE RIALS
SOUTII WAREHOUSE NORTH WAREHOUSE
14T r Cur,&Collar 240-I(rDmAAs Cancer nW'Iv[ n
-- are pa Cey d Bo7eman _ a9 Per Clly d Ho[ental 323- Cur,8 Gu
Ste daa rw Nn.0252&1 SId D"W"o No.0252'" Sld.Dn-1v No 02528-1
Ertl QYE 8 Gunn -a. Phone Monh l¢ STantlatl Square Seam rk Inlet r 'a
Replacertwtl g 14.IT Lali d Wall-A-fE Sea Delall N.02M?A
R 8>8 STA s+96.4s STA=e+BD.4e Existing Mar+wle
+ g 3 g g HIM-4797.47 $S RIM-a79793 8 m S pp
19.r Left d waeaae Aw.
1 1 1 II 1 1 4 m a' m 8 g pp g$ a q STA=3+59.57
<>y II I Y 8 a'B RIM=4795.43
r -V Greda�.� F n II>> II j c M I
Iu rEd WaNeco Aw 48W
1 nB1c 1.18% 0A4% - -- - - -\ uW'I !A(my
48b) - _-- - 1.43% _ _ 124% 0�ry 48IX1
_- 0.86% 0.75%
4795 FMM1ed Grade /• -'3TA-3 f iF ---_ 4795
(4 Raw Una-/ STA=8+78.98
M1Y= 4796.42 4'PVC P*d Pipe 0B3% WV=4783A7
4790 E-a np En ancin P FMislted Grade EI-a/Ion 12-PVC Saner PIP% 0.95% 41 9
CL d Wellarn Aw ®Flow orM STA=6+78.98 FxWGre Walafrn STA=3+81.57
4786 OFV=4795.00 DaPM&Sire UA11V1owm 1.=4792A0 4785
:. $ At _ fE g I V QI I.a� ..rK 2I F $ g :- r� .:. �i �. _ S
11+00 10+50 10+W 9150 9,D) 8+50 8+00 7+50 7-00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00
O fi
Prole View-Wallace CL
g 1'=30'H/1'=15'V
LOyelld
17 HOPE St-Sager
C.-W Di Q—
0 Conneb CaE A GlMaf
- V PVC PMFPrPa Geller Dian
Notes
1 Wi Ave.MIPIM Overlay"I nn a mlNmum 21-
%-mace mono awnni raII-Mm
2 Aspna6 Rii alw oboe IM ear,al%nand Ma IadmaWr and AS BUILT
Irc)uds co111FMY IalrloylY aro nplanmed d 0re A%pflM W
SuABw.
6
L TN9 .MOTS Wm1lnrrmlBtH.ai,eo Inlwotk dud of TETRA TECH TII—ii gant,e a4eratl,reyieedare rod.,-1 tv4taul Me rwaMemm�-nt of TETRA TECH An MM will as relsirMd TETRA TECH ea the'-rat for sof this oini TE TRA TE CH does lwl approve ofor—M Mesa d—,1,0 anyaR,mt*n or nwddkalm aw MmUI TE TRA TE CH,-n-ap val
5 REFERENCE NO. REVISIONS BY DATE ISSUEDFOR ISSUEDBY SCALE ASSHOWN CMC Bozeman Facility
C 1 AaBuilt Cmdbons MJC 06men DESIGNEDBY_ SEF
a U' Remediation �
_ 'A , DRAWN BY. SEF
_ _ V
TETRA TECH CHECKED BY, - REVISION
APPROVED BY, Wallace Avenue Curb & Gutter DRAWING NO
FILE NAME Replacement Plan & Profile
_ fya 0 SCALES BASED ON FULL SIB SHEET
, - � PROJECT NO 1157720035A DATF March 2009
Notes
I Prattle Type I aeddng—efi g dt I"Portea•end,sandy
growl,a fine Drew)harcg a—mien 3r4 mh size and e
rneXe,-pleetldly ndr or 8,datmnlnm by AASHTO TOO
aM T90 a by ASTM 04318
10 - 2 TYpe 2 Pips Bedddlg w used as dlrlK.tetl by Ins Engineer To,nnlx+pral Gprlolea Curb 6 Guner. 3'Aap11Nl Surlece Course /�Soww.d a X N-,a'-ft,le rnatond encamtened In UIa terra,
Sim C'ev of Bmemen Sid 3'MprxA Hose C,- / EWethlg Aeplmf Bond,,,
01mvN19 No 02528-I --- - .1 Place Type id PW 1 Bd.M horn the bofan a IM Type I
G Be C Bmding rnalerlar fu dePf1 rapurm to etleµletdy Wppart
/'• IM qw
♦ Lief 2 Bnddlllg anal PonsW a greaXer melella mealrlg
ux faaAAng Dredefon
-'� - - Sale Op-ing %Pawing
- a'non I1X1
+'PVC:Pon Pµw ..- No 4 azs
Gaaa Dion Vmlta Trend,WaM win Sh,,fnU N.
a10
34'WesMd Gravel I V. �� l01:ardorrn m OS
Wnnewer HA ReOuarcimU 5 Type I may be used In place of Type 2
N Piece,Unnrri beckfill m maximum B inch con"ided lifts
a,.Nan-w-u GHt11aidw ) Ile ��n 1 rerrcn B.O. -Nn 3 pncerit a op9mum mdalUle content and corllpei t
QnxWp la,i ap B' - �. }- \�'�\ to at least 96arnIXd P of mmc=dry do,edy derro le nod
S:. try AASMO T99 or by ASTM DOW
IT PVC S S , --*.. - - \ -S6Ma Typu I BoUdig Placed in
,..5"•....::.:.Ci.'F.r Oft.snot Co mpeclm IhaougitN
- � Typo I Plpa FioddlnU flacod In 6
Lifts and C l dr led Thoroughly
-Type 2 PIV'BaW1.9 Whore H.4.0.1
for Soft ar Unstable Foundation
O1. 2- l Section
10 1'=T
AS BUILT
INLET CASTING
NEEENAH R-3067-L.
WR'TZGdilol!OR
5.4•(0.15') D&L -3517
yA' MAINTAIN TRANSITION CURB&GLQER
PROPER TO MATCH INLET CAST
g' SIDEYARU (TYPICAL
FOR ALL INLETS) :y
SETBACK PER
2 ZONING
REGULATIONS
3ht I I - VADM-VARIES - 1
5" I CURS TO CURB EXISTING CURB TO DROP CURB', a 'k• PRECAST CONCRETE
LT(OP TOPSOIL• a N fKE Of LYNIB :N(furl 5' RAN51 KIN SECTION FROM M-3000 OR C-3000
1'aA14
d ( FACE OF GUTTER VARIABLE(3'MIN.).1.:
d/♦'n EXPANSION JOINT 111 -
'A \`\ - CURB NO 4 BANS AT 12'CENTERS
GIWNTROI JOIN'�j - BACA Or 3'-0'
• • °e U s , � \tea MAX.,SPACED EQUALLY
A4 6' _BOWLINE\'O 1 �-EXPANSION JOINTS COMPLETELY
• .5" _ ..��'� - - - �� _ AROUND SIDEWALK SECTION
Ge 4 ASK.THROAT'MAIN35'COMMERCIAL
_
° •A O O O O WITH CURB RETURN --A _ 40'INDUSTRIAL T`•'
O O O O O O O 0 O O O O O OO 0 FLLLEF AS ONE PIECE -- 6" \ CURB&APRON POURED MONOLITHIC
CRUSHED GRAVELfloo0000
0 0 0 0 O O O O O O O O O O UNLESS OTHERWISE APPROVED 6• (JYP)
0 0 0 0 0 0 0 0 0.0 0 0 0 0 O I ! 11 EXISTING CU ` I IIE�
BASE - 3'MIN. 0 0 0 O O U O 0 00 O DOWEL Mr,'5�4 X 36' - JOINTS WILL BE REQUIRED AETURN.GRIND GUITEH - \ L�----4'-0"�'1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SMOOTH RE
MNLY A'al EVERY 10 FTET VVV
SPACED ON 1'CENTERS IO FORM OUTLET CONTRACTION JOINT
FLANNEL WHEN THl5FRONT VIEW
SUB-BASE COURSE WITH FnPA/52IOU S FHF HIC•H SIPF T
AS REQUIRED ONEWITH 011E EN."PIE PLAN VIEW /- EXPANSION JOINTS AL CURB RETURNS 4"MINIMUM.7'MAXIMUM OPENING
7` \ SIDEWALK CONTRACTION JOINTS j _-� BACK OF CURB • CEMERED DIN OPENING
COMPACTED SUBGRADE SPACED AT 5'INTERVALS- MIN. FLOW UN E (EXCEPT FOR EJM'7030)
DEPTH 1'. EXPANSIKN JOIMS
FOR
MAX
NOW
OFFSET ALLO
IN BE PLACED AT 25' w t EDGE OF CUTTER • .
INTERVALS. o I• WED
i -VARIABLE CASTING BACK PIECE ADJUSTMENT
1 3♦ CONTRACTION JOINTS TO BE SPACED (5.5'TYP.) y �
/" 10'INTERVALS IN CURB&GUTTER v'N 2--(3—
AT a.
�]4'PFe 1'SLOPE �]♦' t' 1]'PEA 1'9DPE-` VARIABLE
SIRW SUNFIff
EXPANSION JOINTEPLA EATERS.SHALL♦3E I/2"THICK PRE-FORMED B"MINDLISCUTTER TREATED OTHERWISE
FILLER.
ALL CURB REPLACEMENT SHAM BE DONE WITH INTEGRAL CURB AND CUTTER UNLESS OTHERWISE APPROVED.
02'PER 1'-_-
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB __GRADE ESTABLISHED AS 1//1'RISE PER
FOOT FROM TOP OF ApJACENT FULL HEIGHT CURB
-OR MATCH DUSTINGSIDEWALK GRADE
(- SIDEWALK DRIVEWAY APRON CURB AND GUTTER TO BE WARPED
5'TYP, 5.51(VARIES)~ / • g' _ TO MATCH INLET.
NOTES, REINFORCE 111111 ♦ -
I /1'PER FOOT SLOPE STREET SURFACE- DESIGNERSODE WILL PROVIDE SPECIFIC
i. S de a fdw awn• Ion•haM%Norm to•satire 022J0 MPS.S 1996 d NABS ON 7'�! GRID w _ -
unpd Pempatl ( IxU, • ) SECTION A-A BLOCK OUT FOR '•�.� ..� -a.'- =i, DESIGN DETAILS TO FIT SPECIFlC
2 Conlydclbn IPlma MUM a Plaided of 10'rntervae and eMl trove a mNmum d•pU or 3/4'snot minlmun wMlf el I/8'. j I 1OUT2'R PIPE CONDITIONS.
J 1/2'ioaunaron Tani mol•ritl•nall M Placed P1 o11 P.C.,.P.T.c curo return,aM at not men than J00'I1N_. Th. � 12"RCP(Typ.)
e nebn material•hat•aterq thrw h tM full depth of 1M curo aid Hai O
e W g >n � 9u NOTES.THE YAQM WITH PROPORTIONAL
4 Ne curb and qultar•MIL M pl•dad.0-1 o Idlol Ism Inepe[Lae Ly lye Gtr Engineer or A,r•prs••ntal ve. INVERT MAv VN♦Y TO&Annul'ME DESIGN C,
5 CPn<rele snap be Ga,a 4-♦000 REQUIREMENTS OF INDMDIAL OPLICAVONS 3'WASHED ROCK \ `
FINISHED STREET SURFACE TO BE 1/A-TO CURB k CUTTER
6 Crushed 9rwe1 base s oll mM the r•Aulrement•of 5 dlon 02235(MPW SPECS,2003 w.) For cum Uw 1/4'ABODE EDGES OF 000BLE GUTTER _MIN.6'THUG(
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CONCRETE
•OR MATCH EXISTING OR REQUIRED SOEWALI(WIDTH SIDE VIEW
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 CITY OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL N0. 02529-1 CITY OF BOZEMAN SCALE: NON RESIDENTIAL N0. 02529-12 CITY OF BOZEMAN SCALE: STANDARD SQUARE NO. 02720-1A
STANDARD DRAWING NONE CURB & GUTTER Revised STANDARD DRAWING NONE FOR STREET INTERSECTION DEC. 2003 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec 2003 STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003
MOT. 2006 Rev MAR 2006
-se Derial In the Men llarredkie,kfxo Iwo xktl of TETRA TECH.Tfis dreal nMt be•lered nvieedd wlllxul ix rwveenm—I a TETRA TECH Msr nalwNI he relalKd by TEI RA T ECH e,1M leotard wW or pwpoiee Wtha poleol TE TPA T E CH doe,nvlappro..sl or wawa fade doosnrt.FlaP,waaidn wnrotliPefonbvnde ealxM TETRA TECHs wdMna
REFERENCE NO REVISIONS BY DATE ISSUEDFOR ISSUEDBY SCALE- AS SHOWN CMC Bozeman Facility
Af,Built Con6Eare MJC 06KM +i DESIGNEDRY SEF
802�, Remediation 1
DRAWN BY. SET
C , CNr C't:JhpllnU CHECKED BY WE REVISION
k - TETRA TECH APPROVED BY. Wallace Avenue Curb &Gutter DRAWING NO
FILENAME Replacement Details
SCALES BASED ON FULL S12E SHEET O
o�z- PROJECT NO 1157720035A I DATE April2ON