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SITE CONSTRUCTION PLANS FOR Q
e y CANADA
u HA1RE
HOME DEPOT USA
K'V1W11 YALTA 1
9 00 O AT F u n ORTH
MON ANA STATE DAKOTA
NORTH 19th AVENUE STE 5 � w
IDAHO reLLxA
_13es an
la
ao ewNcs
BOZEMAN
N . W. CORNER N . 19th AVE. & TSCHACHE LN . rA SOUTH
DAKOTA
WYOMING °0
BOZEMAN , MT 59718
L & A PROJECT No. 50.3426.00
VICINITY MAP
DRAWINGS INCLUDED IN
SCHEDULE OF DRAWINGS CONSTRUCTION RECORD
SHEET NO. DESCRIPTION DRA WING SET FOR PUBLIC Q
IMPROVEMMENTS
CV2 COVER SHEET
CTn TPAAo�owov/�l1AIGLTI�,IVInT7/1AI w���c+c+ o�7wA� DEVELOPER
M ^RAT @rT'C CI A"1 HOME DEPOT.USA,INC. PROJECT
970 CORPORATE DIM NORTH
TUKWMk WA. 98188 LOCATION
r+n HORIZONTAL CONTROL
PLAN CONTACT:DAVE EAUTZ
CT�N PHONE:(208)674-9576
FAX(208)574-91Do
GRADING AND DRAINAGE PLAN
04 SrrE I TTII ITV PLAN PROPERTY OWNER
CAPE/FRANCE.INC.
P.O.BOX 4640
BOZEMAN'DETAILS PMT 59772
HONE:(DON CAPE,SR. ITY
PHONE:(408)582-1316 191
FAX(406)582-1118
e7 DRAINAGE DETAILS BOZEMAN
08 WATER AND SEWER DET ILLT BUILDING ARCHITECT
WDP, LOCATION MAP
1201 DUBLIN ROAD
15
CIO ON—SITE PUBLIC WATER LINE (WEST) P AN CONTAOTUSDAVm D OUHARD
PHONE:(614)225-0975 GENERAL NOTES
C1i ON-SITE PUBLIC WATER LINE (EAST) P AND P FAX(814)225-0972 1.All work shall be done in accordance with the Specifications ond/or requirements of the City of Bozeman,and me MPWSS,Fourth Edition,1996.
C12 ON—SITE PUBLIC SEWER LINE P AND P CIVIL ENGINEER 2.The contractor shall maintain all existing drainage facilities within the construction area unit the drainage Improvements are In place and functioning.
3.All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any Jurisdictional body. The Contractor
CI3 TSCHACHE LANE —SEWER LINE P AND P TAYLOR ENGINEERING,INC. shall be responsible for all bamcades,safety devices and contra of traffic within and around the construction area.
M.106 MISSION AVENUE,SM.208 4.All material furnished on or for the project must meet the minimum requirement°of the approving agencies or as set forth heroin,whichever is more
CI4 TSCHACHE LANE —WATER LINE P AND P SPOKANE,MA.99201 restrictive.
CONTACT:SCOTT BUSCH/MARK ARONSON
C15 TSCHACHE LANE — ROAD IMPRO M NT P AND P PHONE:(509)328-3371 5.Contractors must furnish proof that all materials Installed an this project meet the requirements of item/4 at the request of the agency and/or the Engineer.
FAX(509)328-8224
6.The locations of work.
underground be
are shown In an approximate way only. The Contractor shall determine the exact location of all existing preserve
a s
before commencing work. He agrees to be fully responsible!a any and all damages which might be occasioned by his(allure to exactly locate and preserve any
LANDSCAPE ARCHITECT and oil underground utillties.
Ll
7.Work subject to approval by any political subdivision or agency must be approved prior to(A)Backfilling trenches for pipe;(8)Placing of aggregate base;(C)LANDSCAPE IRRIebV110N PLAN TAYLOR LANDSCAPE ARCHITECTS Placing of concrete;(D)Placing of asphalt paving. Work done without such approval shall not relieve the Contractor from the responsibility of performing the work
ABBREVIATIONS M.106 MISSION AVENUE,SM.104 In an acceptable manner.
9POKANE,TIA.M AVIN 8.All Contractoro waking within the public road right-of-way are mqumd to secure a right-of-way construction permit at least twenty-tour(24)houm prior to
9201
A.C.P. ASPHALT CONCRETE PAVEMENT CONTACT:09)324- any conatnuctlo..
ARCH. ARCHITECTURAL PHONE:9)3 -8224 28
B.T. .BURIED TELEPHONE FAX(509)928-&224 9.The contractor shall maintain a'clean'site. The site shall be reviewed by the contractor,an a dolly basis,for loose debris and
C.B.. . . . . . .CATCH BASIN garbage,contractor shall
CLASS
dispose of all loose debris and garbage In a legal moons.
COB see OF BOZEMAN SITE DEVELOPMENT COORDINATOR 10.The contractor shall be allowed one(1)temporary sign during construction.This sign shall be a maximum of thirty-two squared feet and certain all necessary
DDCV. .DWM DETECTOR CHICK VALVE and desired Information(i.e.names of developer,real estate agency,contractor,financial institution,etc.).The contractor shall obtain the necessary sign permit
DW ' • • . . • .DRYWRJL through the Planning Department.See specifications for sign Information to be Mown.
DI . . . . . .DUCTILE IRON GALLOWAY ROMERO @ ASSOCIATES
CO. . . . . . .COUNTY 5350 DTC PARKWAY 11. The contractor Mall take caution to prevent sell and debris from being tracked onto streets. If soB and/or debris Is tracked onto the street.the contractor
E . . . . . EAST GREENWOOD VILLAGE.COLORADO
EL. . . . . . . .ELEVATION CONTACT:DAVE GUETIG Mall be responsible for removing said soil and/or debris at the end of each waking day.
F.D.C. FIRE DEFT,CONNECTION PHONE:(909) -3836 84 EXT.218 CONSTRUCTION RECORD DRA WINGS
FA.. .FIRE HYDRANT FAX(909)770-9898
FIN.. FIN79H
UTILITY PURVEYOR ADDRESS CONTACT PHONE NO. � MORE "CALL BEFORE YOU DIG"PERSON I.E. .DIVERT ELEVATION
WATER att a eozEA1AN 20 EAST q1K ROBUtT YUMiAY �* IL1.P.1[.9.8. .MONTAANA PUBLIC WORKS PERMIT/SUBMITTALS ADDITIONAL TO CITY OF BOZEMAN
BO2EMM,MT Mm CERTADC STANDARD SPECIFICATIONS 1 —8 0 0—4 2 4—5 5 5 5
20 EAST 0UK ROBERT MIImAy ((10a 5112-23l1 N NORTH
SEWER att a Bo2EMAN Bgff M MT MM CERTADC (xael Niz-3sa° P,
O.B. POINT OF BEGINNING PERMIT/ENTITY STATUS
MONTANA 121 EAST GRIFFIN 101 582-xa71 P AND P. .PLAN AND PROFILE WATER MAIN CERTIFIED REVISIONS
ELECTRIC POWER CO B02EMAN MT MATT MICKLENRIpIT (( )) 38w CELL S ST gOUTH SUBMITTED CHECKLIST 4/3/02 A®Taylor Engineering, Inc.
(, 561- (CELL) TERCIME MAIIN CERTO. SCALE:
GAS MMTMA 10 EAST GRIFFIN MATT MR]QEWRIa1T (IOa) -jell STD.. STANDARD SEWER MAIN CERRFlED SUBMITTED CHECKLIST 4 ;, ,,; L'htl D ��Z��
POWER Co. SOZEMAN.MT (A0�561-law(CFIl) T.C. . . . . . . .TOP OF CURB CHECINST/O.Eq. f:'AIM': ° epokane.Maehivstoa 44801 N/A CVZ
(509)525-8571 PAZ(50a)Bon-62B4
TELEPHONE GNEST COMM. 1707 NEST MT SCOTT ADOLP (401)595-2355 T.W.. .TOP OF MALL T G. TOP OF GRATE M.P.D.ES./D.Eo. palms GTI0. 4/3/02 �
B02EMAN,MT
CABLE TV AT&T 511 W.MENDENHALL SCOTr MIS (x0a)SBa-20w TP•. .TYPICAL ACCESS DOT SUBMITTED PLANS 4/3/02 hE F106�E D OT
BROADBAND B02 M,IT M HEST ' L&A PROJECT NO.
DNN: DATE: :r1+ion ��� 50.3426.00
ROR rS.
CK'D: SAA DATE: a3/ss/o2
L
3E,8LC .Iw+amR LOT 2 OF C.O.S. 2089
POINt + `,o 1 NOTE. SEE SHEET CIO FOR CONSTRUCTION NOTES.
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OF
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OE7FN+ION POW II �i II
\ `future Le
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de��elopmen\ - W
\ \ - Z'\(.. QJ I CONTRACTOR 70 VFAFY ElEVATON OF
� EIOSTMIO WATER LSE 1S111MJ 7FE DETENTION
\ °� 11-1/4"SEND, 1 � II I I W D.FWS01A161 COVII71ON AS R NODIET PROVIDED
STA.1S+1S.T'S N, ' / ON SHEET De.
OEM
\ a SM7FR
GARDEO ENTER
1 I
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4•�_ P• _ •.. ��. AND CONNECT TO E1aSIra
NORTH
I rs•uHE.CONTRACTOR 10 VEAFY
LOCATION AND ELEVATION PNOR I
TO OONSTRUCTION.CITY
OF ATE i
BDIILAN WAM DFPAR7IENT.
i
\ i 0.�j���� LINE_ 1 I 50 25 0 SC 100
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lrwrx'TEE 22-1/2°NO 11-11C NO T.B.M.
STA 16+21L16
27' STA.+ T•2O n)- REBAR W/YPC M&M INC. (PROPERTY CORNER)
fb STA 39F74.3S SHT.CIO) (STATIONING IS ALONG WATER LINE) ON THE WEST SIDE OF 19TH AVENUE AND
O'GATE:VALVE APPROX. 570'SOUTH OF THE NORTH LINE OF
SECTION 2.EL. 4708.58
13 14 15 18 17 18 19 20 21 22
r
....CA KETS FOR WAIR:UNE
DEIENCON� POND
Pp T TO 10'BEYOND .: .:
INE
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al P �5 . .
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4890:
LIS!,111
IN F I AS MRDETAL.JO .
q1 SHEET
CALL
- 5555
ON GALL NUMBER
48 HR NOTICE REQUIRED
Drawn Date pNTq " CITY OF BOZEMAN SCALE WA TER
:........!liy°•,, CIF Taylor Engineering, Inc. �°D \D
I PUBLIC WORKS DEPARTMENT THE HOME DEPOT
CWD 01 28 02 � Civil Design and Land Planning SHEET
Designed *;' ��m `;*'= W. los mission Ave. 20 EAST OLIVE HORIZ +•-� BOZEMAN, MONTANA o
9 &18CF+ Spokane,Washington 99201 0�
BOZEMAN, MT. 59771 VVVVVV
SMB 01 28 02 �p., •�� (509) 328-3371 FAX(509) 328-8224 406-582-2380 VERT. 11-10, ON-SITE PUBLIC WATER LINE (EAST)
Checked sS/pNAI '' STA. 13*00 TO STA. 21f47.2+
No. Date By Ckd Appr. Revisions I i I
sAA 03 Approved Date Approved Date
NOM LOT 2 OF C.O.S. 2089
REMOVE E70S1N10 sE11ER snle AND
1. SEE SHEET C13 FOR CONSTRUCTION NOTES WAM OFROVEIENTS 30 PIPE INSULA710N STA.20,39.31
CONNECT NEW✓��•TO YANFIGE XI MH 1
SEE SHEET C11 1b CONTRACTOR TO VERIFY ELEVATION RIM EL.4707.17:
Ha9oR pp�. 8'I.E.489-3(S)
12"SD a•sD
� 18"5 10
i
PA PROP09FD I .
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6'0 SANITARY SEWER 6"SEER SERVICE 2S
rn \ w ••.... LEA.0 CO
...� I ENTERS ABOVE FOOTINQ •. I r ::�i:';'•',:
RAISED 6•SEINER 6'IN THE HOME DEPOT �, 0!f A 1
rw THIS DISTANCE. NATIONAL PROTOTYPE OUTIIjO R 4 '' 1C' II 1
95.443 S.F. GARDEINV C NTER '.: II
L1�
1z Ff.EL 471U 1 117165 i p - j. jj „\t-
2-6"0 VERTICAL BENDS
PRIOR TO ENTERING BLDG. ---� :�C3s 31'
SEE>! !!t 1MTH 1b 0 LF. PIPE a ad•' i: D e /
FRL^AK EMMU ___ ___ r•. ,0ca II
PLAN,!•!!Ei C13 �� 24 ��� ..���•.�«,::. . I r- ) / .,,o � !r� II 1�
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CS STA H9+94,Hn(1HEg gEEI} tO IIIIII 12 , / / NOF2Tl-1 T.B.M. #1 S.W.TCORNER OF 19THAVE. AND
1 - ..
�I- -- ---- ---- -- - --- - - -.... ----- -------- - --
STA 47+07.40�9FET CI.� � -- -- / � I BAX ER LANE. ARROW ON BOLT
a>� 92 14 � °'�� � I� � / �, \ / OF FIRE HYDRANT. EL 471210
T.B.M. #2 N.W.CORNER OF 19TH AVE. AND
--- - -- ---- -- ----- - -,� - - - i TSCHACHE LANE. "X' ON BOLT
s IIIIII yo OF FIRE HYDRANT. EL 4721.32
'sD --- e•sD m m 50 25 0 50 100
_ -- --- - 21"SD / ,'�•.: 1O3 LF-+OF 14'YmE T.B.M. #3 REBAR W/YPC M&M INC.
-- � GRAVEL ACCESS ROAD. (PROPERTY CORNER)ON THE
LA,((egg SHALL BE W G LEVELING SCALE FEET WEST SIDE OF 19TH AVENUE
ZO MIEN!E430MINT AGGREGATE COURSE OVER 20'PIT-RUN CONTOUR INTERVAL 1 FOOT AND NORTH LINE 'SOUTH OF 2.
sTA O+Oa24 i (STATIONING IS ALONG SEWER LINE) OVER WOVEN FLIER FABRIC,AMOCO EL. NOR.sa
SEE SHEET C4 2002.OR APPROVED EQUAL.
6 7 6 9 10 11 12 13 14 /6 16 17 16 19 20 21
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EXISTO GROUND
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Nr LLW3I�6:64'
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I:- STA."MI1 TO STA.:1"M TOE A MD=MC*XLSTA.-16+60 lO,RTA 20+39,31 I ,
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.... . ...... ........ ..... . ...... ........ ...... .. .... .. .. .... . ...... .... ... .. ..... ... .. ....
-TYPE�7RENCN BACIffLL
... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .... . .... . .... . .... . .... . .... . .... . .... . .... . .... . .... . .... . ... ::.. : .:: ..:. . .... . .... . .... . ..:HEVISED TO•CONFaRM-TO. ... . . ... . . ... . . ... . . .... . .... : ...: . .::
CONSTRUCTION RECORDS ' CALL '
.. .. ..... .... ... .. ....... .... .-- AS PROVIDED BY ESI INC. : . .. ...... . -
. . . . . . . ... .... . . . . .. BOR YOU DIG
ON 12/17/02,•12/18/02:AND::
.:: . .:: . . :: . :: :: . .:: .:: :: ..:: .... . :: . .. :: .... . .::. :: . :: . .1P f9.02.: ::
/ .� '1 00 424 �
1./V/YWRL-IC RECORD
��p� IGS REVISED EtY DATE:
- //7VV l7cVVl7L/ L�17�1�/Y�7 : ONE CALL NUMBER
ROH 1/b/D3 48 HR. NOTICE REQUIRED
Drawn Date ONTgH ��Ta for En ineerin CITY OF BOZEMAN SCALE SEWER
`� �D
�s;...........q'•,,; I Inc. THE HOME DEPOT D
cMo G _I, Civil Design gis Land Planning PUBLIC WORKS DEPARTMENT 1._ o SHEET
*c. Ti M. `:*�: P W. 106 Mission Ave. BOZEMAN,
EAST OLIVT. E HORIZ BOZEMAN, MONTANA a
Designed BUSCR s okane,Washington 99201
�: (509) 328-3371 FAX(509) 328-8224
SMB 01 D �O°.. tp; 406-582-2380 PERT. 1'�10'
1 RDN DDN CONSTRUCTION RECORD REVISIONS Checked '�FSA �` ON PUBLIC SEWER LINES �012
o • ' STA. 6f94.91 TO STA. 20f39.31
No. Date By Ckd Appr. Revisions SM o3 26 02 .:.. Approved Date Approved Date
LOT 2 OF C.O.S. 2089
FOLLOWING NOTES APPLY TO SHEETS C12 AND C13
CONSTRUCTION NOTES
1. 'MI KEW WORKS STANDARD SPECFIrA110NS,FOURTH EDITION,1995(YPWSS)ARE 0. THE CONTRAI SHALL MAINTAIN AN ACCURATE SET OF AS—OL LT DRAwMOS 70 9UBINT 70
THE MNIIIM STANDARDS AND ANY ADDITIONAL REQU9IFININ7S BY 1 E CITY OF BOZO1AN, 1HE ENGINEER UPON COMPLETION OF CONSMOTION,
NCAIONO 000 MODFICA700 70 MPWS%SHALL SIPER9EDE. 7. THE CONTRACTOR SHALL MARK 7E ENDS OF ALL SEWER SUM SEE DETAL 29 ON SHEET CL
2. CONTRACTOR SHALL MAINTAIN A MINOW 10'HORIZONTAL SEPARATION BETWEEN WATER AND L THE CONTRACTOR SHALL COORDNAIE ALL CONNECTIONS 70 E79STM U1N1ES WITH GOVERNING
SEVER MAN& PURVEYORL
1 3. BURED UTILITY OFOMA71ON DaRACTED FROM ENSIRM0 RECORD DRAWNGIL 9. ALL SANITARY SEWER PIPING SHALL BE PVC,N ACCORDANCE WITH AS7M D 3034,SDR 35,
SEE SEWER IMPROVEMENTS 4, THE SITE CONTRACTOR SMALL COORDINATE THE CONNNECIIONS OF ALL UTILITY SERVICES TO tft=OTHERWISE NOTED.
ADDED 4'4 UTILITY SLEEVE PLAN'SEEN C12 THE BULDN(I WITH 7 E BUILDING CONTRACTOR AND ARCW7ECRIRAL PLANS.
HE
FOR NORTHWEST ENERG 0. ALL WATER LIMM AT SEWER CROS91NI SHALL SE LOCATED 70 PROVIDE A MNMIM l0r 10. ALL RV a SEWER LSE AND MANHOLES SMALL BE PUSJC.Y OWNED AND MAINTA9ED. THE REMAINING
VERTICAL SEPARATON FROM 71E SEWER PPE: 9'SEERVICEE LINES WLL BE PPoVAIE
2B Y SEWER SERVICE WATER IMPRROVEIIIEN 3 WATER LPROVOEIIIB
CS STA 4HMW0.96 SEE BEET C14 SE 9EFT C14
{'
t-I -- -- - -- --- - -E - -- " --- -- ---- --
I
M 1
OWER TRANSFORMER
--- — --- ---- --- — -- — -- — -- ------ -- -- --- AND P SUPPLY
=_ POWER SU
' r
----- a 45
ass
50 25 0 50 10G
Ir CAP LE 4700.94, 45
a �9 .. 20 :U LI7Y-SLEEVE MOVED g SCALE FFFT
79 - .. PER M g NW ENER �p
!'SS A CONTOUR INTERVAL= 1 FOOT
SE BEET 04, 30' Y.H. la-1 24MJL
1
L4 ST H Do \ YJI. 0 0�.0076 BILL 4707.29 STA 49+10.91 / �TB.M.
24 I 1 I I I REBAR W/YPC M&M INC.(PROPERTY CORNER)
--- CB STA 4740L40(R9g BEY}. ��4706.06 �� / ON THE WEST SIDE OF 19TH AVENUE AND
Hr STA 6+94.N(57:E SFET CIS) 11' Lt46' APPROX.570'SOUTH OF THE NORTH LINE OF
aB STA 44+76.37 4••0076 SECTION 2.EL 4708.58
LR40'
99.E 4709.00
42 43 44 45 48 47 48 49 50 51
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• ..
. � �'I��VISEU'7O'CONFOF11G1'tL�:'
CONSTRUCTION RECORDS �:
AS PROVIDED BY: ESI INC. .
47pp 4700 s ON 12/17/02,12/18/02 AND
... . . ... . . ... . . ... . . ... . . ... . . .. . . . ^.� . . ... . .... . .... . .... . .... . .. . : . . ... . . ... . . ... . . .
m 12 19%02.
Y :.. FM4B ACT L-2D3.2B' E REVISED 6V DATE:
$R'$ :¢.OIOO .. ..... .... .. .. .. ..... ..
So ROH 1 /03
.. 40i0 ..
STA L-47 ' .... ... ... ... ::
ACT L-4'1.W :::
. . ... . . . 0.0044
. ... ..... I :.. STA.42+75 b6 TO:STA.49+1114 TYPE A TRENCH BACKFN.L I
. ... ... ... .:. .. .... .. .
. .:... . ..... ..... :: .::::: ::::: ::: is .:. .:.. .... .... ... .:::: .::::
:1 0 424® 5555
.. .. . ... . . ... . . ... .. . . . . . .. . . ... . .. . . . . . .. . . .. .... .... . ... . . ..... .... .. . . .. . ... ... . .. . . . . ... . . ... . . .. .... .. . . ... ... . .. . ... .... . . .... . .... .... . .
. ONE CALL NUMBER.
48 HR. NOTICE RE4UIRED
Ca SEWER
Drawn Date ONTgH �,wTa for En ineerin CITY OF BOZEMAN SCALED �D
cWo �s:..........•q`., iIIHF y g' g, Inc. PUBLIC WORKS DEPARTMENT THE HOME DEPOT
Civil Design and Land Planning SHEET
*.' SC:O1T M. `:*•:
Designed P W. 106 Mission Ave. BOZEMAN,20EAST OLIVE 59 HORIZ BOZEMAN, MONTANA BUSCH - s okane,Washiugtou 99201
: '. 771
13017PE (509) 328-3371 FAX(509) 328-8224
S S �� gip.• �; 406-582-2380 PERT. 1'-10,
TSCHACHE LANE SEWER LINE C��
1 RON DDK CON5RtUCRON RECORD REVISIONS Checked %�FS TAT•• o "p�j
•'.,`S,�;ONAL E,,••• STA. 42f75.55 TO STA. 49f10.14 ��D
No. Date By Ckd Appr. Revisions 3AA 03 2s IN Approved Date Approved Date
LOT 2 OF C.O.S. 2089
IMAM ETNIST.tr CAP RIOIN HEST
LEO OF=.1r CROM CONTRACTOR TO%UWY ELEVA11011
STA.11+61.40 OF E)0511Mi WATER LINE F MINIMUM
INSTALL 1rWr REDUCER W/8'40"BEND COVER IS NOT PRONGED,INSTALL
6'OA1E VALVE INKLAVON AS PER DETAIL 30 ON REMOVE AND RELOCATE DOST.
STA 8+82.08 SHEET CL FIE HYDRANT ASSEMBLY APPRONL NOTES°
8 zfrA*TEE 29.6'SOUTH OF EGST.WATER YAM.
Nr DATE VALVE(S) CONTRACTOR
WITH CITY REVIEW FIRE HYDRANT
IDIA WATER 1. SEE SHEET CIO FOR CONSTRUCTION NOTES
CAP ADDED 93.00 LF. ASSEMBLYDEPARIIFNT TO CONFIRM ACCEPTABILITY
SETA STA 8+87.01 INSULATION 1 INSTALL 1rx!'TAPPING TEE FOR REINSTALLATION.
WATER IPROVOONTS r TAPPING TEE W/.20+00 VALVE(FLtdIJ) TO S ACCEPTABLE
SEE SHEET CIO
STA. 1
EL.-4723.19
V I I •'f � Ig I m - __
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lZ
8�
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LANE
ai � IN7.N' .. . .. .. _ ..• �' LIE Or PROFIE N I
7' NL LIME V
1 4r il0 STA.19+30.36 1 VV
MIIFl
50 25 0 50 100
27 FEE HYDRNR ASSEIALY I'CAP
SEA.10FM.10
C8 + LE.4710M I I•CAP i' SCALE FEET
EL�4719.23 .,zo�... WA 31 1 STA.18+NN.04 1 I ! I.
OIA. � 00o1I!N N1IEJIVN.-1 FOOT
HYDRANT ASSEMBLY 27 ROAD NEE
8'x6'x8'TEE 10. LT.OF STA.10+41.16 CO SEE SHEET M8
SEVIER IMPROVEMENTS
STA. 4(T95 SHT.} EL-4720.45
3D+OO
SEE SHEET C13 STA.30+00(SHT.C10) 8'WE VALVE T.B.M.
Ir GATE VALVE(KW) REBAR W/YPC M&M INC. (PROPERTY CORNER)
ON THE WEST SIDE OF 19TH AVENUE AND
APR ROX. 570'SOUTH OF THE NORTH LINE OF
SECTION 2.EL. 4708.58
(STATIONING IS ALONG WATER LINE)
7 8 9 10 11 12 18 19 20
: . : . . . . . . . : . . ...: .... . .... . .... . .... . .... . .... . .... . .... . .... . .... . .... . .. . . .
.... ..... .. : CONTRACTOR SHAL NANTAN .. .... ..... ...... ....... ..... .... .. .. ..... ..... ..... ... .. ... .... ......
A MINSAM GAr COVER FROM44
1OP.OF PPE:TO FINISH 01100E:.. .. .
: ..-. ..: . ..:... ..... :... . : '... . . . .-::.. . ...- :.. . ... ...:.-. .. . .-:.. . ... ... :-. . .::- . ... .. .- :. . ... - . ..-. .... . . : . ..:: ... . . .-.- :. ....- ... . :.. .-::-. . . .-::. . .....
�8
- -.
. .... .. ...I-
.t: j ..PN9N9RADe - :.. jj .. .. .. .. ....... ..... .. .. m ....... ..... No7Ese
b ::N .: 6 .:: : ::::: 47l0 4730: .NO CA GES THISiSHEET PER LSL 1
. . . . : .�... . .:.. . .... • .... . .';'.'.''''.'.;' ' ' .. 'a''.. ELEVAlTONS SHOWN AT HYDRANTS'
. . .. . .... . . . . .
EXISANG ROUND ARE AT THE TOP OF THE'ARROW BOLT'
:.......: :..........:.... ..�....;. .:;:.. :;.�.... .:;.� ::......: ......::............ ................................................................. a.... .............................. - AND ARE RELATIVE TO THE qTY
.. ...... .,.. .. ...:.. ...:.... ...... ....... ....... ..... .... .. ... .. .......
o OF BOZEMAN DATUM.
4720:: o:: i a
. 4. . . ... . 4720 • ... • 4720:
.. . . ... . . ... . . ... . . ..a. . .. . .. . ... __ _ .. . . .. __.. . .... . .... . .. . . .. ..... . ... .. .... . .... . . .. . . .. . ... . .....'.'. .. . .... . .... . .... . .... . .... . .... . .... . .... . . .. . . . . . .
::::i... :::::i ::::- - ---. ... ....r.. ... : -.:::: ::: �:::: i::: :::i: .:: .::: ::::: ::::: .: : : :: : - -.:: -.:::.
' � REVISED TO CONFORM TO
CONSTRUCTIQN RECORDS
47f0 .. 47f0 ;: 4710 : 47A0
4S PROVIDEDBY: ESI INC.
. . ... ..... . ... . .... . . . . ... . .... . . . . . . . . .
ON 12117/02,•12/18/02 AND• • '
$'A11N 12/19/02.
...
OONIRACM 11D%REIFY
4T00. . :: 4700 . . .. .. i
ELEVATION AND LOCATWN .-
OF COST.12'WA10 LINE -RENSEp SY' DATE-:
PRIOR 79 OOtISIRUCl1011.
. . . ... . . ... . . ... . . .. . . ... . ... . . .... . ... . . .... . .... . .... . . .. . .. . . .... .... . .... . .... . . .. . .... . .... . . ROR. .... . .:.. . .1
r ILLIr ILLCo
.. . .. . .... .... . . . . ... .... . . $ m.. ....
,ro�
U-40,00'• ... ,:Lr19S01' .. .:•WSiA1•. .a: ;� ' .. ..... .... .. .. a., .... .... ,
c
_ . . . _o :'. OONRTACIOR W 1NlRFY ELEVA11p1 .. .... .. ..
A11D'LOCA71011:OF ET081NO Cil08S
. .:: . . . . . . :: . . . ~ y. . : . . ~ ::. . . ... . . . .: . . ::.. . ..:: . ... . :: . . . : ' - .. . : . .:.."9°R'°c'I uc"''. . .::. . .... :.. :... . ..:: . .... . ::.. .l�iV/1!S'.t/7V`i AECORD.L.117fi WAGS
.b r DL
Lra9r :. ...: .... UNE. B :PROFILE: .....
. A
... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . . .: . . .. . . . :. . . . . .. : . .... . .:.. . .... . .... . .... . .... . .... . .... . .... . .... . .... . .... . .... . .... .:.. . . . . .. . . . . . . .. . . . . . . . .... ... . . . . . . . . . .
UNE `A'! PROFILE:
..... .. ..
I
sTA 7 TO STA 11+d1.4o. A 18+88 9
. . . . . . ... .... . :... . .. . . ..
00 41
HYPE*w TRENCH BACIMLL ..0 CA. .. ..... ... ... .... .
- - :-
48 HR. NOTICE REQUIRED
Drawn Date prlTq;y'' ��Ta for Engineering, ITY OF BOZEMAN SCALE THE HOME DEPOT WATER
`•�TT•� �I g x BOZEMAN, MONTANA
�D
CMD A � F Civil Design gnd Land Planning Inc.c PUBLIC WORKS DEPARTMENT 1._� D 4 SHEET
*;• SBUSCH *�: 1P. ., Mission Ave. 20 EAST OLIVE HORIZ TSCHACHE LANE WATER LINE
° °O
Designed 3USCHi = s.W. 1 Misi ion sa2o1
vA. 130I7PE ¢: P BOZEMAN, MT. 59771
SM1 :O ;�? (509) 328-3371 FAX(509) 328-8224 406-582-2380 VERT. 1'-10,
1 RDN DDN STA.7f00 TO STA. 11f6
CONSTRUCTION RECORD REMSIONS Checked 1.40
� C�4
�'.,`,s�ONAL E,.•`' STA. 18*88.99 TO STA. 20*00
No. Date By Ckd Appr. Revisions SAA o3 26 02 Approved Dete Approved Dete
LOT 2 OF C.O.S. 2089
IMSIIAU.SO(1CbNDUITAND(1M-' PVC 6'WE ce
COIDUT SHALL BE INSTALLED N
ACCORDANCE MDT
NOTL.Se
SI AND 79 � f OURVE DATA O
1. 'MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, 1996. (MPWSS) ARE THE MINIMUM
C7 STA.4ZII 1 LT. - � mmm \, "'j E GN�E DATA EXISTMp STANDARDS AND ANY ADDITIONAL REQUIREMENTS BY THE CITY OF BOZEMAN SHALL SUPERSEDE.
TAL B.4717.24 AP 47'78' STA.411+451 STA.40+11.42 &IC4697' ASPHALT
LE 4713.63 RI COORDINATE 1WI11 SITE CONSTRUCTION OOORDNAIIE VNTH SI7E CONSTRUCTION R-250.00' 2. ASPHALT PAVING SHALL BE COMPLETED PER SECTION 02503 OF THE MPWSS.
.... I I _ H 3. CRUSHED AGGREGATE SHALL BE COMPLETED PER SECTION 02238 OF THE MI
L-04.6
SEE SHEET C3 �, . '• C7 STA.44+90.50 1 T. y r \ 4. BURIED UTILITY INFORMATION EXTRACTED FROM EXISTING RECORD DRAWINGS AND SHALL BE FIELD VERIFIED AS
p.�•• T.O.EL 471Ile �.-._� TC 4 22.00 NECESSARY.
IM 471A71 , p, 129.E.4714,90
I � •
15-M(RCP CL I 4 'I'..'. ► a�i.'.•.- 1 1-, 472 > 5. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVE BOXES AND MANHOLE RING AND COVERS TO
�� p 91EfT FINISH GRADE PRIOR TO FINAL PAVING
.•'.,. ..,... StE 9F5
0,0113 _ I �'�': '.T.�'- ------ /- - - -- .' .�t�� :s � ---- ---� 4W. _-- - --- -- ----�-- •- 8. ALL PUBLIC STDRM PIPING SHALL BE REINFORCED CONCRETE PIPE(RCP CL IV). UNLESS NOTED 07HERWISE.
_.
AND SOEWALK T. ..i ,: 1 ti Tc a7z1s4 _
STA.42+21.81 .'..�'•'�.:'... - 7. GRAVEL TURNAROUND SECTION SHALL BE 8' OF LEVELING AGGREGATE COURSE OVER 20' OF PIT-RUN MATERIAL
Bw a Q OVER WOVEN FILTER FABRIC. AMOCO 2002 OR APPROVED EQUAL PRIOR TO INSTALLATION SUBGRADE SHALL BE
- - - --- ---- ---- rs.ss ---- - - ---
CiR•7Op• COMPACTED AS PER THE ROAD SECTION.
2LW RT.OF STA.
42+42.80.SEE M07E 7, C 1 z 1 8 ALL INLETS SHALL BE INSTALLED WITH APRONS AS PER DETAIL 20 ON SHEET C7.
4 _ KISS T •ro N�o M
MiACFE'LANE
-
33 I '
6l _ T 472239 1,. NORTH 197H 57RPIN0 AND
8l .. VADEMING
SWEET NyIIPRa VEMOM
/ HANDICAPT.B.M.
Our Ma, L-3 SEE SST 016. 4724.4f T.B.M. $1 S W CORNER OF 19TH AVE AND
0-.005
T0.EL.4717.16 OF FIR LANE.ARROW ON BOLT
NN-.003 0-.003 MANHOLE II.ET A 3i70.75 I MATCH) OF FIRE HYDRANT.EL. 4712.10 =
TAL EL 471� I / NSTALL(v 7'Y HOPE CA9<IC 6 T.B.M. 02 N.W. CORNER E.19TH AVE. AND
STA. 6A BEGIN CUM A� _ B STA•4W43 EACH CA.SWO PIPE S TSCHACHE LANE. "X"ON BOLT z
ALL OEM END 1S leg,-4714,5y D gIT1ER FOR STREET WT. BE AN N-12 011 APPROVED EQUAL ALO �EypyE DW.15•CIP OF FIRE HYDRANT.EL. 4721.32
CENIERED ON STA.43+30.58 - INSTALLED WITH 36'COVER FROM FINISH
BARRICADE PER CITY C7 ROAD TD TOP OF PPE.KUM 1Y END T.B.M. q3 REBAR W/YPC M&M INC.
OF BOZEMAN STANDARDS T.0.EL 4717.24 COORDINATE■7H��C�41R110R� CAP WITH BANDS, COORDINATE (PROPERTY CORNER)ON THE
I59.E.471393 INSTALL DEAD END BARRICADE INSTALLATION OF LOCATOR DISC W TH WEST SIDE OF 19TH AVENUE 50 25 21 51 100
PER THE C11Y OF BOZEMAN STANDARDS TC 4720.75 MGNTANA POWER CO. AND APPROX. 520'SOUTH OF
THE NORTH LINE OF SECTION 2.
HANDICAP RAMP 3 EL. 4708.58 SCALE FEE[
C6 INST _4710. �RT.OF(STA.CL 61+20.5) OOMICUR INTERVAL-1 FOOT
I �N�L 13bp�1 SH C6.
42 43 44 45 46 47 48 40 50 51 52
Al
r' 1..N O CHANGES THIS SHEET PER ESN.
N-
R
EVISED TO CONFORM TO 11
CONSTRUCTION RECORDS NOM
1
R
_ . : .:..: . .:..:. . . ... . : .._::. .... . . :.:. . . . . . ._ .::.:..:. . .::.. . ...:.:: ......:.... . ... . . :.. _
e � g
F •. :: AS PROVIDED QED: 1C•.ESI INC.-_JNG
g " ON 12R/117102,12/18/02 AND
+ 12/19/02.:
F - < < .
• REVISED Et'.rt DATE
. .m OF
-
4730 4730.
p BSA
� � � d� TOP OF CURB -
.. : ... EXIS-'GROUND FgNSN GRADE it RIGHT) : W:. (LEFT:AL RIONT) ......
4720• .�/V�YV//7W//V/Y /..�/7f'1II//11�d�7
.
y .
+000D. :.. . . ... . - - - -- -
__ T _ ...
• : : ::: EASEMENT
- , - 151E:471393 : •: ''NORTH
..ET bNSYR�llC:710NP RY.... .....
. 15'SD ... LINE : ....
(FUTURE R/W). . ..... ... ..... [ ....:.........f.........:.........' ........[ ....... .... [ : ...... ....... ... .. ...... ....... .....
4710 s 4710 :..
. .
tl '16.5" 185'
R, .. d ..:::: .. ..n .. _ .... ...... ..... .... O :... :., ::: : :: ::: REF:_EL 10 0 .REF.:EL 9 50; : :INSTALL EDGE:DRAIN AT
.... -� - ^ .... .... ... ... ... ...... .... .... .... .. .. ..... 3.:, -- -ROAD SLOPE PER..
♦ : ..:� .... ,... :,.. ..,. .., ....., .... .... , ,. �,� .. .. .. :.;r .. .SPEDIF]CATIONS...
: :.:: .:.:: .:.::i ..:.::: ..:.:: .:::: .:::: :::: .:i::.a .: ::::: :: a:. °a : : .: : .Y : .(LIMITS PER;PLAN).
..3��% I.. 3.0%
4:]
>a ..... .... .. .
.- - - 4".TEE AND LATERAL
TO INLETS INLETS(MIN
.... ... ... ... .... .... .... .... ...... .... .... .... .... .. .. ... ::
REF. E
: L. 9.88� SLOPE 2y)
' C6 (TYPE lOIRI 1�•
Rm Nam I HIM _..
f515"ASPHALT;
.. ..... ..... .. .. ... ... .... ... ..... ..... ....SECTION. A STRUCTURALTEIN ILIVEOR:'M SRFACING
. .... .... .... .... .... .... .: :.. ... .... . .... ..
.EXTEND MIN. CRUSHED.
COMPACTED NAFIVE�MATERIAL �6"'OF 3(4"LEVELING :BASE GWRSE.UNDER.CURB:
. T _ _ _ _ _ _ _ SEE.SQILS REPORT FOR �(C GMPACTED CDEPT H)_ '(Tl'P)
..: -' SUBGRADE REQUIREMENTS
... .... .... ..... .. .. .. S
REF. EL 9.88
lSg 4� 20"MIN. OF PIT-RUN
1 ■ INSTALL FILTER'FABRIC,AMOCO 2002,
iii MATERIAL
pqj .BD1N 06
i � 0 APPROVED � UAL
4730�.�.. � � :.. :: :: : .... :: 4730•... �.. '. (COMPACTED bFP7H): R EQ
. .�
FIINISH GRAM
d a TYPICAL ROAD SECl10N
CQITfRLMIE EXISTING GROUND.
. CO4TERLlE
... .. :: ... ::: .:: ..� ... :.. . .. .. .. .. t.01 - ... _.-. :: ..: ... •�OT TO SCALE• .:.
#. . ... . . . . . . ... . . .. . . .. . . ... . . ... . : ... . . . ... . . . . .. . ... . .... . .,00eo.... . .... . .... . __ ,: ...� : . . .... . .. ...GALL. . .... . ... . . . . . . .
�IeD1
... .. is . . BEFORE YOU DIG
a'. - - - -_
s -.
4710.:
. '11
. .. ��.. . . ... . . .. . . ... . . ... . . ... . . ... . . ... . . : a . . . .. .... . .... . .... . .... . .... . .. . . . .... . . ... .. . .. . .. �: .;:ONE CALL NUMBER.
� 5 5
48 HR. NOTICE RE4U1RE:D
-�• a
Down Dote pNTgN'' ��Ta for En meerin CITY OF BOZEMAN SCALE GJ ROAD
�I� Y g' �, Inc.
THE HOME DEPOT �D �D
CND �L2 zi I Civil Design and Land Planning PUBLIC WORKS DEPARTMENT �� SHEET
.SCOTT M. *•: W. 106 Mission Ave. 20 EAST OLIVE HORIZ 1'-50' BOZEMAN, MONTANA o c
Designed BUSCH = s okane,Washiugtou 99201 BOZEMAN, MT. 59771
vA
13017PE P
sMe m/aa/Ds .O ,°�? (509) 328-3371 FAX(509) 328-8224 406-582-2380 hERT. 1'-10' TSCHACHE LANE
116A3 RON DDK CONSTRUCTION RECORD REVISIONS Checked 'TES IPBO '. � C/�
''.`s�ONALE,.'• STA. 42f2151 TO STA. 51f60.00 ��n
No. I Date By Ckd Appr. Revisions SM 03 25 02 ""."...""' Approved Date Approved Date