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KIRK'S 2ND
SUBDIVISION (F-37) o
-BLOCK 2- / \�v / 4
GUT MRER(T LE e
RELOCATE SSE Oe AMENDED PLAT OF ��s`
HYDRANT ASSEMBLY \
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PER PLANS.
Epp$EPHON FlRE HYDRANT KIRKS 2ND SUBDIVISION H-17
PEO(iYP) ASSEMBLY TO BE EX.IRRIGATION DITCH m
/ 0 SOLVAGND To CITY OF EASEMENT 5'SOUTHZE.A \ LOT 3
OF DITCH C NTERUNE o -BLOCK 3 NEW EIRE HroftArvT VALVE A5 EMBLY
q
(PROVIDED BY'IT,OF BO.MAN) / t3
A.EDGE OF CRAVE FLANGE ELEV=481 FULL LENGTH OF_ HYDRANT LEAD FROMOM MAIN IS TO BE e 5
/ ANDSCgpING nwuTEb.BARREL sEcnory n]5 FT AMENDED PLAT OF �
E%.PO'FER POLE }
COORD NAIE WITH UIIMTT
__ KIRK'S 2ND SUBDIVISION (H-17) ' !
E%FIRE HYDRANT --P �1YATF8 ENO _ - - ----PROVIDER WATER
PROTECT N LLAC _ L p
CURB SifB�iRP) APPRO% -- - UR RING WATER MAN INSTALL E%.DITCH - In d
CAAPP,ABANDON TO NUT ELEV=4811.62 MANHOLE RIMHP REL9CA]ED-GAS - - __���- B`-CAND ONCREIE_ (TMONLNE WEST 175' LOT 2 -
To BE
// U(lE AL GRADN�DPLANE \--CONNECSERNCE TO LINEOVP-_ __ T --- -___ W =�= =-\-BLOCK 3- r, O o
/ / o s BAIN /q�
/ l+00_- -- a ---_ V I VI
r r0 R OCAIED B WATER MAIN - \-- HP _ �\ I-
LU
E,,tt B" / EL M q MATCHEDGE TYP HALT \
I MATER MAIN f W/TRACER E E%,SS AN SE �� EX 4 SS ( ) \
/ AREAS BEYOND �R M 8 \\
W GATE / D/LDCA \ \
SPHALT PAVEMENT TO BE
ALVE RThi-4B�9 S Nv.(5 4804.6
NV.(S)48081A RO GRAPEG NN DOOREDSE / $yPo N ()� 6_
(E)4805.05 SS�"SAN.SEWER MAIN pSRAALT NEW CURB STOP LIIITED NEW 6-INCH FIRE SERVICE ~
2-FEET FROM WATERMAIN VALVE
MO IAIED 2-EET FROM \\ OHP
2+50.EX,8'WATE MIN V)
NV N
O�IF / E%.6"U NATURAL GAS LINE -w
— G —
WATER
TO EX.8" \ �®
A ER MAIN W/GATE _VALVE y a Y \
Pq BNDONPINEPLACE ENDS O \ \
E MH OF <� CONNECT NEW 6"FIRE SUPPRESSION SERVICE TO--- CONNECT NEW 2'POTABLE WATER SERVCE TO 0
/ '4810'66 �� BunnNc(PER MECHANICAL Purvs) BUILDNG(corvmacrOR TO VERIFY AND MATCH EX.EASEMENT FOR
/ v.(s)=aeos.s] .. SIZE WITH MECHANICAL PLANS) WATER LINE,SEWER
IINV.(WJ=4805.61POINTS'NV.cN>-4B05.4] /, ASIANDDry IN PLACE MINOR SUBDIVISION NO. 352 LINE,AND UTILITIES Z W
LOT 1 Q
54� 7.592 AC. LL
/ BozANSHOP Maw AND ISTH J
S AVENUEEMPING CENTER W
LMAIL TO OS ANGE ES,`CAPON COMPANY LLC I A
L`
LLI
CONTRACTOR TO COORDINATE WATER 90 I-
/ W EASE ENT FOR
WATER E,SEWER(® SHUTOFF TIMING AND DURATION WITH CONTRACTOR TO FIELD VERIFY ALL I w W W
LINE,AND UTI ES / THE CITY OF BOZEMAN AND THE EXISTING MATCH CONDITIONS PRIOR
AFFECTED CUSTOMERS AS REQUIRED TO CONSTRUCTION,AND AT FORMING /y
IN THE CITY OF BOZEMAN STANDARD PRIOR TO PLACEMENT.REPORT ANY u
MODIFICATIONS TO MPWSS:PROVIDE DISCREPANCIES TO ENGINEER PRIOR W Q Of
W TEMPORARY WATER AS NECESSARY. TO PLACEMENT. N a W
of
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20 10 0 20 40
SCALE:1"=20' o
—0+50 0+00 1+00 2+00 2+50 project# 16137.00
4820 4820
revision date
ADD.1 03/2112018
DEQ 03/29/2018
CITY COMMENT 0 4/1 212 01 8
NOTE.
TO WATER RELOCATE 1210512018
ONTRACTOR INSTALL 2-INCH
THICK INSULATIO BOARD 12-INCHES -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE
ABOVE PIPE WHERE fi.5-FEET OF FINISH GRADE -- ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.SERVICE LINES(WATER,POWER,GAS,STORM,SEWER,
EXI TING GRADE COVER IS NOT E ACHIEVED AT ALIGNMENT TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALLALL UTILITY phase
--EXISTING
ALIGNMENT - COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
va w._2♦54.3] PERMIT SUBMITTAL
4810 ----- ----_--- TOW 1+0A20 T.O.W 1+70]B 4810 ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WRH MONTANA PUBL C WORKS S ANDARD SPECIE CAT ONS 6TH EDI ION,APRIL 2010,
ELEV-ANSO.10 FIEV.-4805.15 EX 8"CAST THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH 2O11,AND ADDENDA TO CITY OF BOZEMAN STANDARD MODIFICATIONS.
T.D.W.0+34.49 TaW-ARID 8 TQW.1+52AB IRON WATER
ELEV..I803.99 T.O.W.0+50.00 F]EV.�4B00.b � .� T.O.W.1+]S38
ELEV.48O4.m FIEV-.4 1+7 MAIN -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OFALAND
T.O.W.0+28.49 TO.W.0+]9.52 TO.W.1+]0.39 SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND
F1EV.�4B0]5] !T0-.BO]BO
ELkV'�48M.80 TOW 1+ T.O.W.2+3199 STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
EX 8 SANITARY I SEWER '4•°x 33ELEV..4502.13
EX ANITARY SEWER -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY
C Z -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK
EX 8 Cl WATER M < m J
2 Z C1 -CONTRACTOR SHALL FlELPVERIFV LINE AND GRADE OF EXISTING CONNECTIONS
p G - m o w Z m W m �I _ -CONTRACTOR TO COORDINATE SERVICE INTERRUPTIONS WITH AFFECTED SERVICES AND PROVIDE TEMPORARY WATER ACCORDING TO MPWSS AND
4800 x m m m " Z 4HOO COB STANDARD MODIFICATIONS SECTION 01580.
IJ II 0= Iy x CJ
m w F Z % 1FJ = U W m> y
WCwIV ~ -w O N m > K U W. XMM a F Z
o i 3 �o U 0 N m "n ¢ _ �a ARCHITECTS
II LO x M? II y0 Q Z U V' x BILLINGS I BOZEMAN I MISSOULA
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d II N 'Fl < " II 3 m Z II
m "+ M xI N h II a) �'� + n n ad 1 ej C4 U� w
x + o o O +6 o + n + I m� + II f N
o
+ " N M +<
4790 "CONFORMS TO CONSTRUCTION RECORDS"
FINISH
m gLIGNLNIENT g m ALIGNMENT m j APRIL 2019
v GRADE GRADE a
0+00 1+00 2+00
issue date
02/26/2018
C6.0