HomeMy WebLinkAbout19- Easement Agreement - Sacajawea Audubon Society - Front Street Interceptor PLATTED
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PO Box 1230
Bozeman, MT 59771-1230
EASEMENT AGREEMENT
r
THIS AGREEMENT is made and entered into this T day of , 2019,
by and between SACAJAWEA AUDUBON SOCIETY, a nonprofit corpora ion located
in Gallatin County, Montana ("SAS") and THE CITY OF BOZEMAN, a municipal
corporation of the state of Montana ("the City").
RECITALS
WHEREAS, the City has an easement and right of way for a sanitary sewer
line over property identified as "portions of the Blocks 25, 26, 36, 39, 47 and 48 of
Northern Pacific Addition to the City of Bozeman, Montana" (the "Sande Property")
as more particularly described in that certain Easement and Right-of-Way
Agreement for Sanitary Sewer Line dated November 16, 1962 and recorded with the
Gallatin County Clerk and Recorder at Book 20 Pages 425-428 (the "Original
Agreement");
WHEREAS, the Original Agreement describes the location of a 30-foot sewer
easement over the Sande Property (the "Original Easement");
WHEREAS, SAS has acquired a portion of the Sande Property more
particularly described as follows: Tract D of Certificate of Survey No. 68, located in
the NW 1/ of Section 8, Township 2 South, Range 6 East, P.M.M., Tract D1A, Minor
Sub No. 344c, according to the plat thereof, on file and of record in the office of the
County Clerk and Recorder, Gallatin County, Montana. (the "SAS Property"), and
the Original Easement traverses a portion of the SAS Property;
WHEREAS, the City desires to improve the sewer pipeline for which the
Original Easement was given and, in connection with such improvement, both the
City and SAS desire to relocate the sewer pipeline to a different part of the SAS
Property, subject to the terms and conditions of this Easement Agreement;
WHEREAS, SAS desires to grant to City a new easement for the relocated
sewer line to replace the Original Easement, subject to the terms and conditions
below;
WHEREAS, upon the completion of the relocation of the sewer pipeline, as
more fully described below, the parties desire to abandon/release the Original
Easement in favor of the terms and conditions set forth herein;
NOW THEREFORE, in consideration of the mutual agreements, provisions
and covenants contained herein, the parties agree as follows:
ARTICLE I
INCORPORATING RECITALS
1.01 The recitals set forth above are incorporated herein by reference.
ARTICLE II
GRANT OF NEW EASEMENT
2.01 SAS hereby grants to the City and its successors-in-interests a non-
exclusive perpetual easement and right-of-way for the purpose of installing,
operating, using, repairing, replacing, maintaining and removing a sanitary sewer
line and appurtenances thereto upon and across the SAS property , said easement
and right-of way to consist of a strip of land thirty (30) feet in width lying and being
fifteen (15) feet on each side of the centerline as more particularly described and
depicted on Exhibit A and labeled "NEW SEWER & A.W.A. EASEMENT
LOCATION" (the "New Sewer Easement").
2.02 In addition to the New Sewer Easement, SAS hereby grants to the City
and its successors-in-interests a non-exclusive perpetual easement and right-of-way
for the purpose of providing an access road to the New Sewer Easement to consist of
a strip of land thirty (30) feet in width lying and being fifteen (15) feet on each side
of the centerline as more particularly described and depicted on Exhibits A and B,
and labeled "NEW ROAD ACCESS LOCATION" (the "New Road Access
Easement").
2.03 The parties understand and agree that the location for the New Road
Access Easement, as shown on Exhibit B, may infringe on a potential building site
that SAS is contemplating for an improvement in the future. In the event the New
Road Access Easement invades the building site chosen by SAS in the future, (1) the
City shall relocate the New Access Road Easement, at its sole cost and expense, so
that it does not invade the building site; and (2) SAS shall execute an amendment to
this Agreement that provides an easement to the City for the relocated New Access
2
Road Easement. In no event, however, will the building site chosen by SAS, if any,
be within the New Sewer Easement.
ARTICLE III
DECONSTRUCTION AND CONSTRUCTION
3.01 The City will construct a new sewer pipe line in the New Sewer
Easement, substantially in the same form as described on Exhibit A attached
hereto. No sewer lines will be constructed in the New Road Access Easement shown
on Exhibit B.
3.02 Within 90 days of completion and commissioning of the new sewer line
in the New Sewer Easement, the City shall cease using the sewer pipe in the
Original Easement. In this regard it shall have taken the following actions with
respect to the sewer pipe in the Original Easement: (a) prevent any wastewater of
any kind from entering into the pipe; (b) fill portions of the pipe with flowable
concrete to prevent wastewater from flowing through the pipe; (c) place impervious
trench plugs at the locations shown on the construction plans indicated in Exhibit
C,' (d) remove the grade rings and concrete cone sections of the manholes within the
SAS Property; and (e) reclaim the property disturbed by the foregoing to the
condition it was prior to such work by reseeding the area with seeds selected by
SAS. For purposes of the section "completion of the new sewer line" shall mean the
date that the new sewer line has been certified and commissioned as complete by
the engineers engaged on the new sewer line project.
3.03 The City will also construct an all-weather access ("AWA") on and
within both the New Sewer Easement and New Road Access Easement. The AWA
shall be constructed substantially in the same form as reflected on Exhibits A and
B. Both the City and SAS, as well as their respective employees, volunteers and
invitees, will be able to use the AWA and SAS will be permitted to add areas
adjacent to the AWA on which SAS may construct viewing areas or other gathering
areas. Notwithstanding the foregoing, SAS may not construct an improvement on
the AWA itself such that it might interfere with the maintenance, repair or
improvement of the new sewer line. SAS will provide the City with a
recommendation for the material to use on the surface of the AWA.
3.04 Upon completion of the AWA, the City shall construct barriers that
will prevent unauthorized vehicles from using the AWA. Unauthorized vehicles are
vehicles that are not authorized by either the City or SAS. Both parties shall have
the means necessary to remove the barriers to allow authorized vehicles to pass.
The general public shall not be permitted to use motorized vehicles on the AWA.
3.05 At no time may the City or any of its agents, employees or contractors
use any herbicides on or near the New Sewer Easement or New Road Access
Easement.
3
3.06 The City shall be responsible for maintaining the AWA to the level
mandated by any ordinance or regulation that pertains to the AWA. In the event a
party, or its agent/employee/volunteer/invitee, damages the AWA, the party who
created the damage shall be responsible to repair the AWA.
3.07 The parties understand that in connection with the new sewer line and
the AWA, there may be excess soil left over that is not used or useful by the City as
part of the construction or reclamation involved in its new sewer line project. The
City shall coordinate with SAS on where SAS would like that excess soil, if any,
stockpiled on the SAS property so that SAS can use the same as it deems
appropriate.
ARTICLE IV
ADDRESSING ORIGINAL EASEMENT & ORIGINAL SEWER LINE
4.01 The City will execute all documents necessary to abandon and/or
release the Original Easement within 90 days of the date the new sewer pipe is
certified complete to the Montana Department of Environmental Quality by the
engineering firm engaged for the new sewer pipe project and the new sewer pipe is
commissioned for use.
4.02. Once the Original Easement has been abandoned/released, the City
shall not be permitted to use the Original Sewer Pipe to convey wastewater.
However, in no event is SAS releasing the City from, nor waiving, any claim,
damage, fee, or cost arising out of or in any way related to the City conveying
wastewater through the Original Sewer Line, including any claims, damages, fees
or costs related to any spill, leak, contamination or other environmental
degradation related to the City's use of the Original Easement or Original Sewer
Line.
4.03 Paragraph 5 on page 427 of the Original Easement provides, in part,
that Grantors and their successors in interest were permitted to make one
connection onto the sewer trunk line without a connection fee and at no cost to the
Grantors. The parties recognize that SAS is a successor in interest to the Grantors
in the Original Easement and agree that SAS shall also be permitted to make one
connection onto the sewer trunk line that will be installed in the New Sewer
Easement without a connection fee and at no cost to SAS, except the normal hookup
construction costs.
ARTICLE V
COVENANTS
4
5.01 The City covenants and agrees with SAS that in connection with the
installing, operating, using, repairing, replacing, maintaining and removing of the
sewer line in the New Sewer Easement and the abandonment of the old sewer line,
it shall do so in a workmanlike manner and at its sole cost and expense. In this
regard, the City recognizes that the SAS Property includes wetlands that SAS is
attempting to preserve and enhance. The City shall not permit any lien to be placed
on the SAS Property and, if such a lien is placed on the SAS Property, to promptly
remove the same irrespective of whether or not the City agrees with the accuracy or
the enforceability of the lien.
5.02 The City covenants and agrees with SAS that it will reimburse SAS in
full for any actual damage done to the SAS Property by virtue of the City's entry
thereon outside the New Sewer Easement. The parties understand and agree that
such a covenant is consistent with the covenant the City provided to SAS's
predecessor in interest, as more fully discussed in paragraph 4 on page 427 of the
Original Easement.
5.03 SAS covenants and agrees that at no time will it build, construct, erect
or maintain any permanent structure over or above the new sewer line unless such
structure is built, constructed and maintained in such a manner that it would not
interfere with the operation, use, repair, maintenance, replacement and removal of
the new sewer line. The parties understand and agree that such a covenant is
consistent with the covenant the SAS's predecessor in interest provided to the City,
as more fully discussed in paragraph 1 on page 427 of the Original Easement.
5.04 SAS covenants and agrees that the City may peaceably hold and enjoy
the rights and privileges herein granted without any interruption by SAS or their
successors and assigns.
ARTICLE IV
MISCELLANEOUS PROVISIONS
6.01 The parties represent to each other that signatory for the entity
executing this Agreement have the requisite authority to enter into this Agreement
which shall bind that entity without reservation or exception. Further, this
Agreement shall be binding upon the parties, their successors and assigns.
6.02 SAS represents that it is the sole owner of the SAS Property and has the
right to grant the easements described above.
6.03 The terms, covenants, and conditions set forth above shall survive the
execution of this Agreement.
6.04 This Agreement, together with the exhibits, constitutes the entire
agreement of the parties hereto regarding the subject matter herein contained and
5
this Agreement supersedes all prior and/or contemporaneous oral or written
agreements and understandings of the parties, or their predecessors in interest,
which may conflict with the express terms, covenants and conditions herein set forth,
reserved and contained on the part of the parties hereto to be kept and performed.
6.05 This Agreement may be signed in one or more counterparts, including
telefax (facsimile) copies, each of which shall constitute an original.
6.06 This Agreement is governed by the laws of the State of Montana.
SACAAWEA AUDUBON SOCIETY
By
J7
Its
STATE OF MONTANA )
COUNTY OF GALLATIN )
On this -2- day of ufz,� , 2019, before me a Notarquublic for the State of
Montana personally appeared John UJOAS the Pre�ent of Sacajawea
Audubon Society, known to me to be the person whose name is subscribed to the
within instrument and acknowledged to me that she executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed by
Notarial Seal as of the day and year first abov -written.
P ted Name:
Notary for the State of Montana
H€RINE MAINES Residing at:
E Notary Public
tL .
for the state of Montana My Commission expires.
_ - Residing at:
'= Belgrade,
Montana
SEAL. �_ g
z�q P2 My commission Expires:
�. 0
Ftp0 `' July 22,2020
6
THE CITY QF BOZFMAN
By:
Its:
O2E'
ATTEST:Li 1VWr__
C� •. • • •.•
4 -
LgTIN Cp.
STATE OF MONTANA )
COUNTY OF GALLATIN)
On this- day of 2019, before me a Notary Public for the State of
Montana personally appeared - - , the i `of The City
of Bozeman, known to me to be \ie,pers`bi se name is subscribed to the within
instrument and acknowledged to me that she/he executed the same. �S
IN WITNESS WHEREOF, I have hereunto set my hand and affixed by
Notarial Seal as of the day and year first above-written.
' .t/
"" °- BRENDA SWEENEY Prim Name:
Notary Public
mQ•'�oTAR1.4' 'for the State of Montana Notary Public for the State of Montana
Residing at:
Residing at:
d..� 111ell\
Bozeman, Montana
'-9 My Commission Expires: My Commission expires December 02,2022
7
N:\2709-00218 Front St lntt ceplor\DWG\Exhibita\2709-00218 EE—SAS-1 Ex—A.dwg,8.5 x 11 (portroll)Ex—A(1),Rolle,: Jul 17,2019—9:12am,bkray
EXHIBIT A
LOCATED IN THE WEST ONE-HALF OF SECTION 8,
TOWNSHIP 2 SOUTH, RANGE 6 EAST, P.M.M., GALLATIN COUNTY,MONTANA,CITY OF BOZEMAN
s 4�T \ -- park G,lid
2'�o Access
\Ea eSvb 34i 1 /
rk� _
\ /i 'P.O.B.
N to'Ot'11"E � TRACT D 1 A
t71.26 N81'01'11'E\FROM(i ESMT. TO MINOR SUB
\ FROP 69.33' \ PROP. cots) N0.344C r11 `
q _ �B To rsF\ "•\ S562750E j \ N2J 49'J5'E
N n� ESMT.) F ..`:. 282.01' 66.
� gyp- 27.12'
9"Or v�i S88'24'35"E J \: ••.'� \ �,OF NEW s' ON eFT `� ?j•,
308.46' \ 1 \ \ SEWER&A.W.A. �FjyFi�
(R=306.43') O� EASEMENT S� 9�c
LOCATION �FiQ �F\
m ai 5.75' \�'24
NEW ROAD ACCESS LOCATION
t• •i \P�\ DETAIL-SCALE 1"=80'
S4277'12 E \T\
a `u1 92.65' \epP\
V: ..\ \
,`'t1i�iti111»ett+t++r+r„rr+rr \ \
NTA
S50VO06 E T\
~ ,I S tP S88'44'34"E
�. S46 410J E \ ofl OF NEW ROAD
92 LS } A 9� ,p� (R 81B5 f4'J ��j� 1OL20' y\ ACCESS LOCATION
�� ass er 9 A ip\r6s S3 \ .:\ \\�\ (SEE DETAIL)
r l� (� EI J� Y?' 19 Q ''� .p ms 2A : :.,.� 'r'� 5667025 E
.r�/ LENS,,,n"""c7 :\ \ 39J.27'
rrrlrrrrr'vALoil tttteL tANo tt�`�L `d>.'C)p2, :.' •�\ \ \ N2J49'JSEE
S88'12 21' (l QO�p6y02s
(R=lzo.zs') �OjO• °°F 34 '"�:: :: J6.07'
(This exhibit is valid only if Ash Q '03,
seal is signed and dated) J (.
y P.O.E.
S66'10'25"E \ \ N85'15'08"E
BASIS OF BEARING: C''t¢ 441,08'
CONTROL POINT #114 FOUND YPC \r'�p¢ (FROM NEW \30.19'(R&M)
MODIFIED STATE PLANE FROM MTSU CORS ESMT. �s�\
POSITION \ er TO PROP. 3
\ COR.) \
US STATE PLANE 1983 MONTANA 2500, NAD NEW SEWER,ROAD&ALL-WEATHER ACCESS
1983, INTERNATIONAL FEET EASEMENT AREA:42,324.97 ft',OR 0.97 ACRES \ o r+ \
WITH GROUND PROJECTION AT: \ N 01 \
NORTHING: 525454.72 Inft. 0 FOUND MONUMENT AS CALLED OUT ON In S \
EASTING: 1579996.93 Inft. MINOR SUB PLAT 344C(DOCx2642451) \
ELEVATION: 4812.06 Ift. NOTHING FOUND OR SET- CALCULATED
POINT FROM FOUND MONUMENTS
NORTH LATITUDE: 45'-40'-50.73209" R= RECORD DISTANCE PER MINOR SUB 344C
WEST LONGITUDE: 111'-01'-14.08723" M= MEASURED DISTANCE
ELLIPSOID HT: 4776.23 Ift.
VERTICAL DATUM: NAVD88 GE01012A NOTES'
( ) f.J BOUNDARY WAS DERIVED FROM ACCEPTING THE FOUND
MERIDIAN CONVERGENCE ANGLE=-01'-06'-44" MONUMENTS CALLED FOR ON MINOR SUB 344C. ATTEMPTS
WERE MADE TO HOLD THE RECORD STRUCTURE OF MINOR SUB
344C, BUT RESULTED IN DISCREPANCIES ON EITHER END. NEW
MONUMENTS AS SHOWN ON MS 344C HAVE NOT YET BEEN SET
OR HAVE BEEN DESTROYED(AS OF 07/05/19). IN THESE
LOCATIONS, RECORD INFORMATION WAS USED TO CALCULATE
0 100 200 400 UN-MONUMENTED LINES.
2•) A COMPLETE TITLE SEARCH WAS NOT PERFORMED AS A
PART OF THIS EXHIBIT FOR EXISTING EASEMENTS OR
IN FEET ENCUMBRANCES, AND THOSE SHOWN ARE GRAPHICAL IN
LOCATION.
STAHLY ENGINEERING&ASSOCIATES Sewer,Road&Ali-Weather Access Easement nELD: 07-05-19
if PROFESSIONAL ENGINEERS&SURVEYORS Upon Sacagawea Audubon Society Property DRAWN: BK
www.seoeng.com CHECKED:DS
STAHLYFront Street Interceptor-Sanitary DATE, 07-17-19
2223 STE. 201 AVE. 3530 CENTENNIAL DR. 851 ZEMAN,R T STE. i Sewer Main Replacement
7970 STE. 207 NELENA,MT 59601 BOZEMAN, MT 59715 p
A'9 S BILLINGS, MT 59101 Phone:(406)442-8594 Ph..:(406)522-9526 Bozeman Health, SHEET
` fINTE Phone:(408)601-4055 Fax:(406)442-8557 Fax:(406)522-9528 1 OF 2 Fax:(406)601-4062 Bozeman,MT
N:\^.709-00218 Front St Intercaptor\DWG\Ezhbit.\2 709-00 218 EE—SAS-1 E.':—B.dw9.8.5 z It(portrait)EX—B,Platted: Jul 17.2019—9:53om,bNray
EXHIBIT B
LOCATED IN THE WEST ONE-HALF OF SECTION 8,
TOWNSHIP 2 SOUTH,RANGE 6 EAST, P.M.M., GALLATIN COUNTY, MONTANA,CITY OF BOZEMAN
C0 s \ \� pUbti'� A34AB
i
iid
a
shs i / �tipr PT�a Marwr S
L. Ant ePBr M// P.O.B.
se 344E / "E s 81 113.7 " \
$ 113.72
_ N81 01' R0 r ssa c°rs.. TO \ TRACT D1A
(FROM RPROP. `: :..: : .�P ) � \ MINOR TRACT
0 eQ, M m OF NEW ROAD
-d ACCESS �••� Fr::•
rer LOCATION �9: : :. `..
588'24'35"E �•::::.::'.::::•::. \ ��r \
308.46'(R=soe.4s') s \ 3
\r,a r1Q2o \ e
tti,lllletaa+++u '�8 5144929E \
�0..TA
P.O.E. \
\ \
STAR
C % W \ gas \" % �
r 0 q L,,,,,,,,,,,,,,NO M IR \\
N
(This exhibit Is valid only if i-
sea( is signed and dated)
L�A:
Ala
BASIS OF BEARING:
CONTROL POINT #114 FOUND YPC F�
MODIFIED STATE PLANE FROM MTSU CORS
POSITION
ot�
N
US STATE PLANE 1983 MONTANA 2500, NAD
1983, INTERNATIONAL FEET 's NEW ROAD ACCESS EASEMENT AREA:
WITH GROUND PROJECTION AT: Kn 12,608.54 W.OR 0.29 ACRES
NORTHING: 525454.72 In f t.
EASTIN G: 1579996.93 I n f t.
FOUND MONUMENT AS CALLED OUT ON
ELEVATION: 4812.06 Ift. �`flt> ' O MINOR SUB PLAT 344C DOC 2642451
NORTH LATITUDE: 45'-40'-50.73209" sue' r NOTHING FOUND OR SET- CALCULATED
WEST LONGITUDE: 111'-01'-14.08723" 9 POINT FROM FOUND MONUMENTS
ELLIPSOID HT: 4776.23 Ift. R- RECORD DISTANCE PER MINOR SUB 344C
M= MEASURED DISTANCE
VERTICAL DATUM: NAVD88 (GEOIDI2A)
MERIDIAN CONVERGENCE ANGLE=-Ot'-06'-44"
NOTES,
1.) BOUNDARY WAS DERIVED FROM ACCEPTING THE FOUND MONUMENTS CALLED FOR ON MINOR SUB 344C.
0 50 100 200 ATTEMPTS WERE MADE TO HOLD THE RECORD STRUCTURE OF MINOR SUB 344C, BUT RESULTED IN
DISCREPANCIES ON EITHER END. NEW MONUMENTS AS SHOWN ON MS 344C HAVE NOT YET BEEN SET OR
HAVE BEEN DESTROYED(AS OF 07105119). IN THESE LOCATIONS, RECORD INFORMATION WAS USED TO
IN FEET CALCULATE UN-MONUMENTED LINES.
2.) A COMPLETE TITLE SEARCH WAS NOT PERFORMED AS A PART OF THIS EXHIBIT FOR EXISTING EASEMENTS
OR ENCUMBRANCES, AND THOSE SHOWN ARE GRAPHICAL IN LOCATION.
STAHLY ENGINEERING &ASSOCIATES New Road Access Easement Upon nELD; NB 7-05-19
PROFESSIONAL ENGINEERS&SURVEYORS Sacagawea Audubon Society Property DRAWN: BK
www.seaeng.com CHECKED:DS
STAHLYFront Street Interceptor-Sanitary DATE: 07-17-19
2223 STE. 201 AVE. 3HEL CENTENNIAL DR. 891 ZEMAN,R T 715 1 Sewer Main Replacement
1v70 `. STE. 201 HELE(40 44 8594 BOZ.;(40 52 59526 p
hi (4, MT 59101 Phone::(46)442-8594 PF..(4406)522-9526 Bozeman Health, sREET
Phone:(406)601-4055 Faz:(406)M142-8557 Far.(406)522-9528 1 OF 1
F..(406)801-4062 Bozeman,MT
EXHIBIT C
CONSTRUCTION DRAWINGS STAHLY
s FR ONT S TREE T INTER CEP TOR
STAHLY
SANITARY SEWER MAIN REPLACEMENT ENGINEERING
&ASSOCIATES
PROFESSIONAL
ENGINEERS&
SURVEYORS
WWW.Sooeng.com
BOZEMAN,MONTANA CITY OF BOZEMAN CIP PROJECT#WWIFI I SRF PROJECT # 2223 MONTANA AVE.
STE. 201
BILLINGS, MT 59101
Phone:(406)601-4055
Fox:(406)601-4062
i�
i '1. L.• ++�("Z; }4 f \.'�, .`�6_' � 3530 CENTENNIAL DR.
f r .F 1 .� •�' -'E _ HELENA, MT 59601
LINCOLNf - 1 -, Phone.406 442-8594
ucoy GLACIER TOOLE w scoixy Pmnty„ooa 'if°`y,1�a�+ ;�1 �I-I F; Fax:DGER 42-8557
FLATHEAD cut Barr snemy m t'}' r-
HILL ,Chive DANIELS SHERIDAN t i` �"t '+ 'a 85 BOZEMAN,RMITR597 5• 1
;al"ce° cnesler Havra• Lr _,�� ` Phone:(406)522-9526
PONDERA• BLAME •f, -- ,.� ,•\ Fax:4a6 522-9528
Malta r'. �6 1,i• [.r- ( )
Conrad VALLEY ROOSEVELT
SANDERS PHILLIPS •GWW— ISSUE/REVISION
Thompsm LAKE TETON CHOUTEAU }���'s. `
'Falls 'Poison WalrpoYi \` -:
•c6oteau No. DATE BY
F.0 Berton 1 03-18-19 GMS
RICHLAND a.'_
sppedor - f ? � � DESCRIPTION
• Great Felts WCONE LEWIS skiney
2 ;
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cycle + ej` '- `�
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CLARK JUDITH L'x�sronn ��� GARFIELD �•a� � 0
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SILVER 9 CUSTER
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GALLATIN sTILI �P DESCRIPTION
Bozeman ngslon Big 7i b WATER Harem . IV,
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CARBON RIVER i.na t
DESCRIPTION
No. DATE BY
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PROJECT LOCATION
LOCATION MAP VICINITY MAP o
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SHEET INDEX PROJECT CONTACTS: Z W W = Q
Sheet LU g Q ED
Sheet Title City of Bozeman Engineer of Record ``"viN�Ym-""%
NTuuu7i W } W
Number Engineering Department Greg Steckler, PE � �' Q W LLJ N
T1.0 TITLE SHEET Stahly Engineering Associates IN O
406-582-2283 406-522-8594 - , � I-- O m
CO.0 GENERALNOTES - STECKLER z m
406-250-4B52 00' •W-=
Water & Sewer Deportment PO;No.41873PE;�` Q
COA GENERALNOTES Z
Co.2 PLAN AND PROFILE SHEET INDEX 406-582-3203 'FSsSj�ENs 6��0�`
C1.0 OVERALL SANITARY SEWER MAIN LAYOUT yggO1NA`ai1"I LL
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C1.1 OVERALL SANITARY SEWER MAIN LAYOUT
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C1.2 OVERALL SANITARY SEWER MAIN LAYOUT
C3.0 DETAILS
C3.1 DETAILS /11
C3.2 SANITARY SEWER MAIN PLAN&PROFILE STA-1+OOTO12+00 TITLE SHEET
C3.3 SANITARY SEWER MAIN PLAN&PROFILE STA 12+00 TO 25+00 ENGINEER OF RECORD'
C3.4 SANITARY SEWER MAIN PLAN&PROFILE STA 25+00 TO 38+00 GRE M.STECKLER,PE
C3.5 SANITARY SEWER MAIN PLAN&PROFILE STA 38+00 TO 51+00
DESIGNED:GMS
C3.6 SANITARY SEWER MAIN PLAN&PROFILE STA 51+00 TO 59+00
DRAWN: GMS
C3.7 SANITARY SEWER MAIN PLAN&PROFILE STA 59+00 TO 69+00 DATE: 01-03-2019
C3.8 SANITARY SEWER MAIN PLAN&PROFILE STA 69+00 TO 76+25 DUALITY CONTROL REVIEWER' SHEET
B. L.PE
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C3.9 SANITARY SEWER MAIN PLAN&PROFILE VILLAGE DOWNTOWN BLVD T1.0
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MATERIALS SUBMITTALS REQUIRED
1970 `.
PRODUCT PARTY RESPONSIBLE FOR SUBMITTAL REQUIRED SUBMITTALS PRIOR TO MOBILIZATION REQUIRED SUBMITTALS DURING CONSTRUCTION 9ff0CIflT�S
SEWER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A
BORE CASING MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A STAHLY
PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A ENGINEERING
PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE &ASSOCIATES
ON SITE TRENCH BACKFILL MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED PROFESSIONAL
ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, UQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE ENGINEERS&
SURVEYORS
CRUSHED BASE COURSE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. FRACTURED FACES, WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE www.seceng.com
ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING 2223 MONTANA AVE.
EXTERIOR CONCRETE CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING STE. 201
BILLINGS. MT 59101
Phone:(406)601-4055
Fox:(406)601-4062
3530 CENTENNIAL DR.
HELENA, MT 59601
Phone:(406)442-8594
Fox:(406)442-8557
851 BRIDGER DR. STE. 1
BOZEMAN,MT 59715
Phone:(406)522-8594
Fa (406)522-9528
ON-SITE MATERIALS TESTING (PUBLIC STREETS AND UTILITIES) ISSUE/REVISION
No.I DATE I BY
PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT 8 STANDARD 1 103-18-191 GMS
TRENCH EXCAVATION, BACKFILL AND COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET OF TRENCH* 95%BY AASHTO 599 OR ASTM D698 PER MPWSS DESCRIPTION
ROAD/ALL-WEATHER ACCESS SUBGRADE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95%BY AASHTO T99 OR ASTM D698 PER MPWSS RESPONSE TO COB
SUB-BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10.000 SQUARE FEET PARKING LOT 95%BY AASHTO T99 PER MPWSS COMMENTS
CRUSHED BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 957 BY AASHTO T99 PER MPWSS No.I DATE I BY
ASPHALT MIX VERIFICATION ENGINEER 1 FIELD MARSHAL PER 2000 TONS COMPUANCE WITH MIX DESIGN 2 104-15-191 GMS
ASPHALT IN-PLACE COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 5,000 SQUARE FEET PARKING LOT-- 93X BY ASTM D2041 PER MPWSS DESCRIPTION
CONCRETE I ENGINEER 1 TEST PER POUR MIN, OR 1 TEST PER 50 C.Y. TEMP. AIR, SLUMP, 4 CYLINDERS, PER MPWSS RESPONSE TO COB AND
VIDEO TESTING ICONTRACTOR 11 TEST ON ALL MAINS CONTRACTOR TO COORDINATE WITH CITY OF BOZEMAN MDT COMMENTS
SEWER AIR TESTING lCONTRACTOR TEST SEWER MAIN AFTER BACKFILL PER SECTION 02730 MPWSS No.I DATE I BY
3 108-08-191 SJS
DESCRIPTION
-TRENCH BACKFILL AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SECTION 02221. COMPACTION TESTING SHALL BE DONE ON EACH LIFT OF BACKFILL MATERIAL. TRENCH
BACKFILL TESTS SHALL BE DONE WITHIN THE FIRST 100 FEET OF A MAINLINE TRENCH OPERATION AND AT NO MORE THAN 200 FT INTERVALS THEREAFTER. ALL SERVICE LATERAL TRENCH BACKFILLS SHALL BE TESTED. COMPACTION EASEMENT EXHIBIT C
TESTING AROUND ALL MANHOLES AND VALVE BOXES SHALL BE DONE INDEPENDENTLY OF THE MAIN LINE. TESTING SHALL BE DONE BY THE PROJECT ENGINEER.
"CONTRACTOR SHALL ESTABLISH A ROLLING PATTERN EARLY IN THE PAVEMENT PROCESS BY TAKING A TEST FOR EVERY PASS AND RECORDING THE PERCENT OF MAXIMUM DENSITY. AT A MINIMUM THAT PATTERN SHALL BE MAINTAINED No. DATE BY
THROUGHOUT THE ENTIRE PROJECT. 4
DESCRIPTION
{ No. DATE BY
5
DESCRIPTION
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zo CONTOURS(1 FT.INTERVALS) 491D FIRE HYDRANT G ALL-WEATHER ACCESS ROAD 'T I~_ U) U Q
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UNDERGROUND COMMUNICATION ELECTRIC SERVICE/METER 10
FENCE.WELDED WARE —XXXX— COMMUNICATION PEDESTAL �GGvv�
iCULVERT I NATURAL GAS VALVE W
BENCHMARK/CONTROL POINT A NATURAL GAS SERVICE/METER GENERAL NOTES
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EXHIBIT C
GENERAL CIVIL NOTES GENERAL UTILITY NOTES SURVEY NOTES TRAFFIC CONTROL NOTES STAHLY
1) BOZEMAN SEWER IMPROVEMENTS SHALL BE CONSTRUCTED 1) WATER, FIRE, AND SEWER SERVICE IS TO BE MAINTAINED 1) BASIS OF BEARING: 1) SEWER WORK IN TAMARACK AND FRONT STREET WILL 4^ 1970t `.
IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD FOR ALL EXISTING USERS. NOTIFY USERS IF ANY TEMPORARY NGS CORS STATION ID MTSU REQUIRE STREET CLOSURE. �sil' RES
SPECIFICATIONS (MPWSS), 6th EDITION, AND CITY OF BOZEMAN SHUTDOWN IS REQUIRED. IF SHUTDOWNS EXCEED 4 HOURS NORTH AMERICAN DATUM OF 1983(NAD 1983)
MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. PROVIDE TEMPORARY SERVICE. MONTANA STATE PLANE 2500 2) THE PROJECT IS ADJACENT TO AND WITHIN EXISTING
STREETS AND SIDEWALKS. PORTIONS OF THESE STREETS
2) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, 2) PIPE—LINE BEDDING TO BE TYPE 1 FROM 4' BELOW THE GROUND PROJECTION A7: AND SIDEWALKS WILL REQUIRE CLOSURE FOR STAHLY
NORTH LATITUDE: 45.40'50.73209' RECONSTRUCTION. CONTRACTOR SHALL PROVIDE A
CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. PIPE TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BE ENGINEERING
CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF TYPE A. WEST LONGITUDE: Ill4776.26SFT. TRAFFIC CONTROL PLAN TO THE CITY FOR THE
THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO OR ELLIPSOID H7: 4776.26 SFT• TEMPORARY CLOSURE OF CITY STREETS AND SIDEWALKS &ASSOCIATES
TO EXCAVATE ADJACENT TO THESE FACILITIES. THE ENGINEER 3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER DURING RECONSTRUCTION AND TO MOT FOR MAIN STREET.
VERTICAL DATUM: NADV88(GEOID 12A) ACCESS TO ADJACENT RESIDENTS TO BE MAINTAINED PROFESSIONAL
MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATER MAIN AND SEWER MAIN SEPARATION OF 10 FEET DURING CONSTRUCTION. THE CONTRACTOR SHALL KEEP ENGINEERS&
AND SEWER LINES TO ESTABLISH THE EXACT LOCATION OF HORIZONTALLY EDGE TO EDGE AND 18 INCHES VERTICALLY AT MERIDIAN CONVERGENCE ANGLE: (—)01'O6'31" ADJACENT SIDEWALKS OPEN AT ALL TIMES EXCEPT SURVEYORS
THESE UTILITIES. CROSSINGS. DURING PERIODS OF ACTIVE RECONSTRUCTION. www.seueng.com
2) PROJECT BENCHMARK IS THE 'ARROW" BOLT ON THE
3) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND 4) ADJUST MANHOLE BOX COVERS PER CITY OF BOZEMAN FLANGE OF THE FIRE HYDRANT LOCATED ON THE SW CORNER 2223 MONTANA AVE.
ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR MODIFICATIONS TO MPWSS DRAWINGS NO. 02213-1 AND 3) PEDESTRIAN ACCESS SHALL BE PROVIDED WHEN SAFE STE. 201
OF THE INTERSECTION OF MAIN ST. AND S. BOZEMAN AVE. AND FEASIBLE. CLOSING OF SIDEWALKS AND BILLINGS,MT 59101
SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR 02213-2. ELEVATION = 4815.16' CROSSWALKS WILL REQUIRE SIGNAGE. Phone:(406)601-4055
TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL Fox:(406)601-4062
PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. 5) ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S 3) STAKING OF PUBLIC STREETS AND UTILITIES TO BE UNDER
ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL THE DIRECTION OF A LICENSED SURVEYOR, AND CERTIFIED. 3530 CENTENNIAL DR.
SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER ONLY. 59601
UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL HEL;(40 44 8594
HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR 6) THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT PhoFox:(46)442-855
Fax:(406)442-8557
ONE—CALL LOCATORS. CALL BEFORE YOU DIG. A MINIMUM OF 24—HOURS PRIOR TO BEGINNING ANY WORK.
1-800-424-5555
851
7) ABANDONMENT OF SEWER MAINS TO BE ACCOMPLISHED BY GPS—TIE CONTROL POINT TABLE BOZEMAN. MT 59715
4) PRIVATE UTILITIES SUCH AS PRIVATE LIGHTING CONDUITS COMPLETELY FILLING PIPE WITH NON—SHRINK FLOWABLE FILL. Phone:(406)522-8594
AND UNDERGROUND SPRINKLER LINES EXIST ADJACENT TO THE Point # Northing Easting Elevation Raw Description Faz:(406)522—s52a
PROJECT. CONTRACTOR SHALL ATTEMPT TO DETERMINE THE 8) THERE WERE NO SEWER SERVICES DERIVED FROM TV ISSUE/REVISION
LOCATION OF THESE FACILITIES PRIOR TO EXCAVATION. RECORDS. 454 528388.74 1578358.14 4771.12 HYD A BOLT
CONTRACTOR SHALL REPAIR DAMAGE TO THESE FACILITIES IN A No.I DAIS I BY
TIMELY MANNER. 455 528395.71 1578429.35 4768.19 KLJ 1.5"AC CP9 1 03-18-19 GMS
5) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS
DESCRIPTION
AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR FIELD WETLANDS NOTES HONETO CO
RESPONSE
VERIFICATION. THE ENGINEER CAN BE REACHED AT:
COMMENTS
STAHLY ENGINEERING& ASSOCIATES INC. ALL WORK IN THE WETLANDS AREA MUST CONFORM TO CONSTRUCTION STAKING NOTES
851 BRIDGER DRIVE, SUITE 1 NATIONWIDE PERMIT 12. ANY VIOLATION OF PERMITS AND ANY No. DATE BY
BOZEMAN, MT. 59715 FINES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE 2 04-15-19 GMS
PHONE (406) 522-9526 FOLLOWING NOTES SUMMARIZE THE KEY REQUIREMENTS OF THE FOLLOWING CONSTRUCTION STAKING SCOPE IS PROVIDED BY
FAX (406) 522-9528 THE PERMITS. OWNER. DESCRIPTION
1) ALL VEHICLES IN WETLANDS TO BE TRACKED VEHICLES OR 1) MANHOLES: TWO(2) GRADED OFFSET STAKES AND ONE RESPONSE TO COB AND
6) CONTRACTOR SHALL PROVIDE A PUBLIC
TWO—YEAR WARRANTY MDT COMMENTS
TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. WHEELED VEHICLES ON PADS. (1) CENTER OF STRUCTURE STAKE FOR EACH MANHOLE.
WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF 2) EXCAVATED MATERIAL THAT IS SIOECAST IN TEMPORARILY 2) PIPE: TWO (2) GRADED OFFSET STAKES AT THE CENTER No. DATE BY
INFRASTRUCTURE BY THE CITY. 3 108-08-191 SJS
IMPACTED WETLANDS MUST BE PLACED ON A OF EACH PIPE RUN BETWEEN MANHOLES.
7) ALL CONSTRUCTION SHALL BE CONDUCTED FROM WITHIN SEMI—PERMEABLE SEPARATION FABRIC AND STABILIZED. DESCRIPTION
EXISTING STREET EASEMENTS OR PUBLIC RIGHTS—OF—WAYS. TEMPORARY SIDECASTINGS IN THE WETLANDS TO REMAIN IN 3) JACK AND BORES: 32 GRADED OFFSET STAKES (16 PER
PLACE FOR NO MORE THAN THREE MONTHS TOTAL AND NO JACK AND BORE INSTALLATION). EASEMENT EXHIBIT C
8) CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT MORE THAN 30 DAYS AFTER THE PIPELINE IS LAID.
DAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTING 4) ALL—WEATHER ACCESS: ONE (1) GRADED CENTERLINE No. DATE BY
PAVEMENT OUTSIDE OF SAWCUT LIMITS AS DEPICTED ON PLANS 3) ALL TEMPORARILY DISTURBED WETLANDS TO BE RESTORED OFFSET STAKE AT 100' INTERVALS ALONG STRAIGHT—LINE 4
SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. SAWCUT TO PRE—CONSTRUCTION CONTOURS WITHIN 12 MONTHS OF SEGMENTS, ONE (1) GRADED CENTERUNE OFFSET STAKE
ALL EXISTING PAVEMENT EDGES AND TACK PRIOR TO PLACING COMMENCING THE TEMPORARY IMPACTS' CONSTRUCTION. THE AT 50' INTERVALS ALONG CURVED SEGMENTS, ONE(1) DESCRIPTION
NEW PAVEMENT. TOP 12" OF TRENCH BACKFILL TO BE TOPSOIL FROM TRENCH GRADED CENTERLINE OFFSET STAKE AT EACH PC/PT, AND
EXCAVATIONS. ONCE RESTORED TO PRE—CONSTRUCTION ONE (1) STAKE AT ALL RADIUS POINTS.
9) CONTRACTOR TO PROVIDE INLET PROTECTION FOR THE CONTOURS, THE TOP 12" MUST BE MECHANICALLY LOOSENED
E STORM DRAIN INLETS. AND SEEDED WITH A NATIVE WETLAND SEED MIX. 5) WETLAND FILL EXTENTS: ONE (1) STAKE AT 25'
No. DATE BY
INTERVALS ALONG THE FILL EXTENTS WITHIN WETLAND
10) CONTRACTOR TO NOTIFY ENGINEER IF ANY STORED 4) A MINIMUM OF ONE IMPERVIOUS TRENCH PLUG TO BE AREAS. 5
MATERIALS OR OBJECTS NEED TO BE MOVED. ENGINEER WILL INSTALLED BETWEEN MANHOLES FROM STATION 25+50 TO
DESCRIPTION
COORDINATE WITH RESPECTIVE OWNERS TO HAVE STORED STATION 55+50. 6) LAY—DOWN CURB: ONE (1) CENTERLINE STAKE AT EACH
MATERIAL OR OBJECTS MOVED. CURB CUT LOCATION.
5) CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT
11) WHERE CONTRACTOR BELIEVES THAT TREE REMOVAL IS DAMAGE TO WETLANDS WHILE ABANDONING EXISTING SEWER IF CONTRACTOR DEEMS THAT THE ABOVE—STATED STAKING
NECESSARY, CONTRACTOR TO OBTAIN APPROVAL FROM MAINS AND MANHOLES. SCOPE IS INSUFFICIENT TO CONSTRUCT THE WORK, CONTRACTOR
ENGINEER PRIOR TO TREE REMOVAL. SHALL COVER ALL COSTS ASSOCIATED WITH ADDITIONAL SURVEY
AT CONTRACTOR'S SOLE EXPENSE. RE—STAKING OF THE SCOPE O
STATED ABOVE SHALL BE AT CONTRACTOR'S SOLE EXPENSE. Z
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EXHIBIT C
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�•' 'i �� ;`\ ISSUE/REVISION
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a a + t '"�'a+•+ - No.I DATE I BY
`••\' ` • 1 103-18-191 GMS
�_P t t •\ - DESCRIPTION
v «
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RESPONSE TO COB
COMMENTS
'f F
N2 104-15-191 GMS
- I DESCRIPTION
RESPONSE TO COB AND
( MDT COMMENTS
err 1I+ j No. DATE I BY
3 08-08-19 SJS
�. I I •� DESCRIPTION
•. � --'- _ I I '� - - - --- EASEMENT EXHIBIT C
• � • .• rc 4� 1'. I 1
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1 I •r . - 4
DESCRIPTION
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DESCRIPTION
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3 SANITARY
a,
SEWER MAIN
'� • •. _ - �.." pNT LAYOUT
ECKLER
• I, R� I 'i- =v•,NoT41873PE;�— DESIGNED:GMS
.y..._
DRAWN: GMS
t '+ - ` •''. �.�'.�iC
S.
�C��. r DATE: 01-03-2019
,
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....� lil11E � SHEET
OI,o�Ii2..0 9 101.2
EXHIBIT C
EQUAL"l
_ s t.A-un nN r�n>. �jA•_�� RONAC-DUCTILE LUGS'OR
rsmxc BHB-v asA
��� ye"'�•ya" '>'� ,'Au USED TO F=W THE STAHLY
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nel rd ew. Ron'NSTA_ TgV-
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STAHLY
R •-+.A.rs.a g �v+n... -
=m' ENGINEERING
&ASSOCIATES
k3 PROFESSIONAL
-... ENGINEERS&
SURVEYORS
io... www.seceng.com
E g O2223STE.TANA 201AVE.
r,•,y..•d 81WNG5, MT 59101
A ;X.
:OWT RESTRARITSHNAv BE E• ca . sr Sac. Phone:(406)601-4055
o...r-r a or• r Su35'nu1Eo FOR nE RODS w ruvv.-o�u Fox:(406)601-4062
a Y •.�,� THiUST 310CK5
"m""°°" ia�°"'0:::°.`•+'a" �c „",a...`°`.,'.:«`� 3530 CENTENNIAL DR.
HELENA,MT 59601
iy. �•%'u�. gyp-^-� M1 ..,. Phone:
Fax`(406)442-8557
442-8594
_ .+a:.A wee""""•
nR��• T.1 CITY OF BOZEMAN SCALE: WATER MAIN CROSSING N0. 02660-11
STANDARD DRAWING NONE BELOW EXISTING SEWER MAIN B[e zoos
u,ors.,o a..K,m f ..Aa. a."... w.®�e... ..,.• z...rA. yr■• " -------------- -------- - - ---- 851 BRIDGER DR. STE. 1
BOZEMAN. MT 59715
Phone:(406)522-8594
�" »A,T.,-> �a .�� ... �• _ r TYPICAL WATER MAIN CONFLICT CROSSING DETAIL Fox:(406)522-9528
(FOR WATER MAINS 3"AND LARGER) ISSUE/REVISION
.,o�ro ron,ma rrA\/O A-A 9¢CTON A-A Nw lolls+a me+cw. eaTwx ffi1YItl B-B
SCALE: NTS No. DATE BY
CITY DP BOZEYAN SCALE: STANDARD DROP N0.02730-5 NOTES 1 03-18-19 GMS
AHDARD DRA1TRlc NONE MANHOLE DEC.2003 DESCRIPTION
�l.mm 1. WATER MAIN AND SEWER MAIN CROSSING TO BE CONSTRUCTED
CITY OP 80ZEYAN SCALE: STANDARD STRAIGHT NO.02720-4 IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN RESPONSE TO COB
aTr a C*XA _ TrPlcu 0 Y TRoxi�DETAILS xo.ozzzl-1 SrANDAND DRAVIING NONE MANHOLE DEC.200003 MODIFICATIONS TO MPWSS, SECTION 02730, IN ACCORDANCE TO COMMENTS
sTAxDArm�EancAnoxs xaHE
THIS STANDARD DRAWING.
NOTES NOTES 2 DATE BY
2 104-15-191 GMS
1. SEWER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. SEWER MANHOLES TO BE CONSTRUCTED IN COMPLIANCE WITH
MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, DESCRIPTION
SECTION 02221. SECTION 02730.
RESPONSE TO COB AND
2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. SEE PLAN AND PROFILE SHEETS FOR MANHOLE GRADES AND MDT COMMENTS
PIPE TO 6" ABOVE THE PIPE. INVERT ELEVATIONS. No.I DATE BY
3. MANHOLES SHALL BE WATER TESTED OR VACUUM TESTED 8.00' (MIN.) COMPRESSION 3 08-08-19 SJS
3. DETECTABLE WARNING TAPE IS REQUIRED. AFTER BACKFILL. EXISTING GRADE NEW 8'PVC SDR35 COUPLING
DESCRIPTION
4. PAVEMENT, CURB, AND SIDEWALK REMOVED DURING TRENCH SEWER MAIN
INSTALLATION TO BE REPLACED IN ACCORDANCE WITH THE 4. MANHOLE TO BE CONSTRUCTED ON 2' OF TYPE 2 BEDDING �/ / /7-7--/ 72 EASEMENT EXHIBIT C
TYPICAL DETAILS SHOWN ON TYPICAL PAVEMENT SECTION WRAPPED IN GEOTEXTILE IN AREAS THAT REQUIRE TYPE 2 �` �//�//��/✓% ��/����%�//�
DETAIL. GEOTEXTILE FABRIC IS REQUIRED IF THE SUBGRADE IS BEDDING FOR SEWER TRENCH PER GEOTECH REPORT �✓\ /
UNSTABLE OR IF PRESENT BENEATH THE EXISTING ROAD WAY. 12/27/18. TE BY
REMOVE TOP BARREL SECTION / �/ /��%�� \/h\/\\ 1 No. DA
OR CONE OF MANHOLE \�/// �/ //� / ///�/� /%//: BACKFILL _ J 4
If DESCRIPTION
//</\ /� / // / /� EXISTING WATER LINE
,� ���� T�����\/�\�/�/`•\����������� C - - _ (SIZE VARIES)
TS POLY PIPE
f BYPASS PUMPING NOTES SEWER SERVICE NOTES MINIMUM BACKFILL WITH BEDDING MATERIAL No. DATE BY
BYP THIS PLAN IS ONLY A ASS PUMPING PLAN TO SUBMITTED PRIOR TO THE
1 IN 2O10 AND ERE ARE Y075.KNOWN SEWER SERVICES FROM VIDEO RECORDS //���� //7��/y91\YXI�/\ \�//
�� 5
o PRE-CONSTRUCTION MEETING. / /� DESCRIPTION
2. IF SEWER SERVICES ARE FOUND SEWER SERVICE TO BE _ TYPICAL WATER LINE CONFLICT CROSSING DETAIL
2) BYPASS PUMP SHALL HAVE THE CAPACITY TO MEET THE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF
ESTIMATED 650 GPM PEAK SEWER FLOW WITHOUT BACKING UP BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02730, EXCEPT (FOR WATER LINES 2"AND SMALLER)
EXISTING SEWERS OR DISCHARGING TO THE ENVIRONMENT. WHERE SPECIFIED ON THIS DETAIL DRAWING. MAKE CONNECTION - _-
_ BYPASS PUMP SHALL BE TESTED PRIOR TO COMMENCING SEWER TO EXISTING SERVICES IN TRENCH USING STRONG BACK FERNCO SCALE: NTS
REPLACEMENT. PROVIDE BACKUP PUMPS OR GENERATORS COUPLING.
ON-SITE. PROVIDE ALARMS TO NOTIFY THE OPERATOR IN THE O
EVENT OF PRIMARY PUMP FAILURE. DISCHARGE MANHOLE TO BE 3. SEWER SERVICES TO BE SDR 26 PVC PIPE. I-- Z_
o SEALED AROUND DISCHARGE PIPE AND PROTECTED FROM PUBLIC PLOWABLE FILL
ACCESS. 4. SEWER SERVICES SHALL BE CAPPED AND TESTED PRIOR TO w Q =
CONNECTION TO BUILDINGS. U
3) LABEL BYPASS PIPING TO INDICATED RAW SEWAGE. W W W W
vi 4) BYPASS PUMPING EQUIPMENT NOT TO EXCEED 8OdB.
z W W = Q
� U) U Z
w NOTES: � � � W N
'^ GRADE B NON-COATED STEEL Q LLI
WELDED JOINT CASING PIPE _III-III-III=111-III-I11= 1. CASING SPACERS TO HAVE A MINIMUM WIDTH OF 8 INCHES AND ARE TO BE TYPICAL SEWER MAIN AND MANHOLE ABANDONMENT DETAIL � Q co
at (SEE PROFILE SHEET FOR DIAMETER) AT A MAXIMUM INTERVAL OF 6 FEET.
SCALE: NTS Z co
CASCADE WATERWORKS MFG - III- -I I(-I 2. ALL CASING JOINTS SHALL BE WELDED. Z
STAINLESS STEEL CASING SPACERS I III-I
FOR CENTERED PIPE CONFIGURATION I I 3. PROVIDE CASCADE WATERWORKS MFG STYLE CCES END SEALS ON EACH END NOTES
`o (OR ENGINEER APPROVED EQUAL) I I-I OF CASING PIPE (OR ENGINEER APPROVED EQUAL). 1. NON-SHRINK PLOWABLE FILL TO COMPLETELY FILL ABANDONED LL
-) I SEWER MAINS. FILL ABANDONED MANHOLES TO 4' BELOW EXISTING
P546 AS7M F679 PVC CARRIER PIPE - I-I� 4. MAINTAIN CONSTANT HORIZONTAL ALIGNMENT ON CASING WITH A MAXIMUM GRADE.
1° OR ENGINEER APPROVED EQUAL DEVIATION OF 1-INCH. CONTRACTOR TO REPORT FINAL CASING END INVERT
(SEE PROFILE SHEET FOR DIAMETER) II IL-- 11111 I�I ELEVATIONS TO ENGINEER. MINIMUM SOIL COVER OVER CASING TO BE 6.5 2. SEE PLAN AND PROFILE SHEETS FOR MANHOLES TO BE
FEET. ABANDONED.
1I-
a NATIVE 501E I�III-III-III-I I-III-I I 5. SACRIFICIAL ANODES TO BE PROVIDED ON EACH END OF CASINGS.
�- - - -
� -u-I n-1 a-I i 1-1'i-1 i i- 3. PLOWABLE FILL TO COMPLY WITH MPWSS, SECTION 02225. DETAILS
6. CASING PIPE TO HAVE A MINIMUM YIELD STRENGTH OF 35,000 PSI (GRADE B) 4. BACKFILL OF TOP 4' OF ABANDONED MANHOLES IN RAILROAD
AND THE FOLLOWING CHARACTERISTICS: RIGHT OF WAY TO BE 3' OF COMPACTED 3" MINUS CRUSHED BASE 9EV
Y�WORKING PRESSURE: 0 PSI MINIMUM WALL THICKNESS: 0.625' COURSE UNDER 1' OF COMPACTED 1" MINUS CRUSHED BASE
;�, COURSE. BACKFILL TOP 4' OF ABANDONED MANHOLES IN ALL YM.•ram
JACK AND BORE DETAIL OTHER AREAS TO BE NATIVE SOIL. _ :a:= DESIGNED:GMS
=9: STECKLER
N.T.S. 3�;ND.41673PE;W DRAWN: SJS, GMS
�FS�7c�NSE���= DATE: 01-03-2019
NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF pis/ONA1�a��
b�mmnu 1a1P��REFERENCE. OTHER STANDARD DETAILS MAY APPLY, o T/o s�zoT 9 SHEET
C3.0
EXHIBIT C
3 MATCH EXISTING GRADE(S) STAH LY
i TYPICAL CURB APPLY TACK COAT 3" OF BITUMINOUS PLANT MIX SURFACING PG �s9f 1970t �`.
PRIOR TO PAVING 58-28, GRADE B AGGREGATE. fOCINT 4S'
'l l 6" OF 1" BASE COURSE 6" OF 1" MINUS CRUSHED BASE (S OF 1" MINUS CRUSHED BASE
I I-I I I- (SURFACE) COURSE 1.5%SLOPE (2%MAX) - (SURFACE) COURSE
STAHLY
III MIN. BLEND TO-1I ISTING
GRADE WITH TOPSOILENGINEERING
po po o po po po o po 0 0 0 o v po o po o po o _ &ASSOCIATES
p v o o a o po po p
0 0 o v PROFESSIONAL
o
0 o pv po o v I ENGINEERS 8
SURVEYORS
p o o _I I�-_ WWW.Seoeng.com
_ _ -III-III=1 I-III I=1 I I-I -I -� =1 I II II I I I I
1- I�I I I I I I I I I-III-I i I-I i I-I i - - -"I -III-III-I I I_I I i-I 11=1 11=
I_ I I=III III III=1 I I-I I III-III III-III-1 I-III-III-� 2223 MONTANA AVE.
12" OF 3" MINUS CRUSHED SUB-BASE COURSE STE. 201
6" MINUS SELECT SUB-BASE 9" OF 3" MINUS CRUSHED SUB-BASE COURSE BILLINGS, MT 59101
COURSE, (PIT RUN) - 72" COMPACTED SUBGRADE MIRAFI 3801 FABRIC ON TOP OF COMPACTED SUBGRADE Phone:GS, MT 59101
COMPACTED SUBGRADE COMPACTED SUBGRADE
Fox:406 601-4062
TYPICAL GRAVEL ACCESS ROAD/TRAIL SECTION 3530 CENTENNIAL DR.
TYPICAL GRAVEL ROAD RESTORATION HELENA, MT 59601
TYPICAL PAVEMENT SECTION SCALE: NTS (TRAFFIC RATED) Phwee:(40 a4 s 8a594
SCALE: NTS SCALE: NTS
NOTES NOTES NOTES 85 BOZEMAN,MT 597151 BRIDGER DR. STE. 1
1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF 1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF Phone:(406)522-8594
BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230. 1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230. Fox:(406)522-9528
BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230.
2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND 2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND ISSUE/REVISION
CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234. 6" MINUS 2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234. 6" MINUS
MATERIAL IS ALLOWED. CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234. 6" MINUS MATERIAL IS ALLOWED. RECLAIMED PAVEMENT AND BASE MATERIALS ALLOWED. No. DATE BY
MATERIAL IS ALLOWED. 1 103-18-191 GMS
3. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS 3. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS
AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235. 3. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235. DESCRIPTION
AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235. RESPONSE TO COB
4. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH 4. GEOTEXTILE FABRIC TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND COMMENTS
MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02510. CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02110.
No.I DATE I BY
2 04-15-19 GMS
DESCRIPTION
RESPONSE TO COB AND
MDT COMMENTS
No,I DATE I BY
1 3 108-08-191 SJS
DESCRIPTION
EASEMENT EXHIBIT C
A
No.I DATE BY
DESCRIPTION
v \
N 6" OF i" MINUS CRUSHED BASE S11 Tnsafi DeRfAI
1.5%SLOPE (2%MAX) ---► (SURFACE) COURSE 3 TO 1 SLOPE TO 1� x i-h Ph,&5frair
i EXISTING GRADE i :�� %%�; No. DATE BY
BLEND TO EXISTING a` `` 5
I __ GRADE WITH TOPSOIL I t %:% Sc1agNix0O d s DESCRIPTION
o
la^p po a po pv o v po po v I I- I m
��o p o o Q po v p po o p III J urAar x.cwmnc a�I awOetT,-/ �TwIBeaft
N p o p p o p- � po popa o opo v po ooaw OQ_ Z
L IV_PmI-I w Q
v U 2E
=I-w w W W
I-III-I I i_I I I-1 I I-1 11=
,3 36" OF 3" MINUS CRUSHED SUB-BASE COURSE Section A-A
SIa.Trench B.&MI Z L = Z
< COMPACTED SUBGRADE MIRAFf 3801 FABRIC ON TOP OF COMPACTED SUBGRADE .rTt�- ""'�S1O� Z Q
w __ T-h Well Troth Wrl LU Q
w TYPICAL GRAVEL ACCESS ROAD/TRAIL SECTION °�y.�l 1 ' ~ - LU w o
" Plus I iron Plug Limh I-
J r l- < w N m(WETLANDS TRAFFIC RATED) _
SCALE: NTS Z O
NOTES Z Q m
�
t. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF 0
BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230.
i LL
2. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND SECTION A-A
CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234. 6" MINUS
MATERIAL IS ALLOWED. RECLAIMED PAVEMENT AND BASE MATERIALS ALLOWED.
I Plug 1 imrt I-r.iwh Heucu
3. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS 7I9o-1--I L
3 AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235. J Lylro.,.�l
�`�'sn'hs �+sn loro/oz
4. GEOTEXTILE FABRIC TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND DETAILS
CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02110. MONTANA PUBLIC WORKS w+r:: ni1°"'�eAA"1G MONTANA PUBLIC WORK snae TRENCH PLUG ni+o m°"rvc
RETROFIT DRIVE APPROACH NO.02529-6 NO.02222-1 1111111/1 STANDARD SPECIFICATIONS NONE STANDARD SPECIFICATIONS NONE E%CAVATION DETAIL `O�aWONT ,&,"G�
!t•.
NOTES NOTES E YM.•• '
0 1. BASE OF CURB CUT TO BE 12' WIDE UNLESS OTHERWISE NOTED ON PLAN. 1. CONSTRUCT ONE PIPE BEDDING CUTOFF BETWEEN EACH MANHOLE FROM STA _m: STECKLER = DESIGNED:GMS
m 0+00 TO STA 55+50 AND AT LOCATIONS NOTED ON PLANS. n' No.41873PE,•� DRAWN: SJS, GMS
0 2. TRENCH PLUGS TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITYFS+S'CENS Epp`?` DATE: 01-03-2019
j OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02222. U/O1NA111`��p��`
O I SHEET/o,�JzO19 C3.1
z
es7
Iloep
3 c STAHLY
- -F .• 4� 1970 `.
C
STAHLY
f ENGINEERING
&ASSOCIATES
• �� _
PROFESSIONAL
ENGINEERS&
SURVEYORS
� I 07• 2223 MONTANA AVE.
•�• ,. • SV _.' -- W
55 � � I BILL GS, MT5910 1
-4055Po 406)601
ss F° (406)601 ao62
_ , W
3530 CENTENNIAL DR.
6 �� HELENA, MT 59601
t I • - ( Pnonax((aoe)a z Bass7
�'�•• ram, ••' > _ - 1 � t 851 ZEMAN,R T 715 1
••; • a O • r a� j•}���_�` BOZEM(40 52 59715
Faz:(406)522-9528
_ Phone:(a06)522-9526
/ S - _
i ISSUE/REVISION
BY
l •ss 1 03-18-19 GMS
DESCRIPTION
RESPONSE TO COB
COMMENTS
No.I DATE I BY
/ •• •-# - -� 'G 2 04-15-19 GMS
y DESCRIPTION
w�i '"•� I!\ ' ll l RESPONSE TO COB AND
_ 4 MDT COMMENTS
' \ • •• '� .r: � No.I DATE I BY
3 108-08-191 SJS
DESCRIPTION
� <_N EASEMENT EXHIBIT C
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No.I DATE I BY
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DATE: 01-03-2019
o SHEET
-1+00 0+00 1+i00 2+00 C3.9