HomeMy WebLinkAboutTown Pump Bozeman No. 7 C1NEfyjyc STAHLY ENGINEERING a
$ASSOCIATES ='K �? ,
STAHLY 7585 shedhom Drive
Sato ,. Pr0fessi0n81 Bozeman,MT 59718 p z
e9ff�fIPtES� Engineers& °^°x:uasz:eszc yi
ix.:t�fifi/SR49fi28 b
....... Surveyors EMIVL xxrgn.fgMi net
CIVIL PLANS FOR CONSTRUCTION OF: -
TO IOW PUMP INC. o
Z
BAXTER LANE AND NORTH 19TH AVENUE
o �
BOZEMAN, MONTANA
SHEET INDEX PROJECT LOCATION
C0.1 COVER SHEET
C1.3 SITE UTILITY PLAN
C2.0 WATER DETAILS 3
C2.1 WATER MAIN PLAN& PROFILE
C3.0 SANITARY SEWER DETAILS T.
C3.1 SANITARY SEWER PLAN & PROFILES TH I S
,.� —THIS
PROJECT E
C4.2 SITE DETAILS CONSTRUCTION
ROUTE -
_ •i a t
s
z
u c3 z
p
V!Oak st yy CwR ce �.k
5} RR
4
s
LEGEND
g i
Y �
E�-a Rif Do,.,Rd
LEGEND < + Bozeman
EXISTING NEW y W,¢Park
BUILDING Ll--,—r BUILDING v.,,,k -:-k 191 vti N,�st 3 v 191 � W Mn.rt
e" CURB AND CUTTER - SPILL 91 W RaMa sr
y
TREE-DECIDUOUS W/TRUNK CIA. Wex,dks
ala,.
CURB AND GUTTER - CATCH < $J2017 Goo I t�a IG 4911�t=,-
TREE-CONIFER W/TRUNK DIA. ------ --.----- --s--_.�ITM' Y�7u'F_ 9e- pdata®2011
ASPHALT PAVEMENT
11 TREE-STUMP THICKENED EDGE SIDEWALK
0 STORM DRAIN MANHOLE
cs❑ STORM DRAIN CATCH BASIN NEW DITCH/SWALE
so STORM DRAIN PIPE 6"SS SANITARY SEWER PIPE C GENERAL NOTES: m
DC GAS VALVE �2 SANITARY SEWER CLEANOUT - -
3
- c GAS LINE - UNDERGROUND ces WATER CURB STOP F
1. LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, CULVERTS AND OTHER 5. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO BE chi
IT COMMUNICATION RISER 1••W DOMESTIC WATER PIPE UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
atvu COMMUNICATION LINE - UNDERGROUND LOCATION AND DEPTH OF THESE FACILITIES AS NECESSARY TO MAKE BURIED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL
4"W FIRE SERVICE CONNECTIONS TO OR TO EXCAVATE ADJACENT TO THESE FACILITIES. THE PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. ALL UTILITY LINES Ii
S�} LIGHT POLE ENGINEER MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATER AND DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE
`-O, UTILITY POLE SD CULVERT W/FLARED END SECTION SEWER LINES TO ESTABLISH THE EXACT LOCATION OF THESE UTILITIES. CONTRACTORS EXPENSE. w
OTHER UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL HAVE ALL a �?a
CrFMR GUY WARE RDO ROOF DRAIN-BUILDING INTERIOR 2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS UTILITIES MARKED BY THE UTILITY COMPANY AND/OR ONE-CALL LOCATORS. G g
ELECTRIC TRANSFORMER RD AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR FIELD VERIFICATION. CALL BEFORE YOU DIG. 1-800-424-5555
0 ROOF DRAIN-BUILDING EXTERIOR THE ENGINEER CAN BE REACHED AT: z z
—a2 ELECTRIC - OVERHEAD STAHLY ENGINEERING d:ASSOCIATES INC. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT A C`
pQ
FIRE HYDRANT 7585 SHEDHORN DRIVE WATER VALVE � MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
BOZEMAN,MT. 59718
FIRE HYDRANT ® ADDENDUM/REVISION PHONE(406)522-9526 N 8
--w WATER PIPE FAX(406)522-9528 7. ALL UTILITIES SERVICES SHALL REMAIN UNINTERRUPTED DURING ALL PHASES D q
OF CONSTRUCTION.
® SANITARY SEWER MANHOLE 3. ALL WORK SHALL BE DONE ACCORDING TO MONTANA PUBLIC WORKS
coo SANITARY SEWER CLEANOUT STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, APRIL 2010 LATEST B. CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING A SUITABLE MATERIAL CV
ss SANITARY SEWER PIPE ADDENDUM, THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC STORAGE LOCATION WITH THE PROPERTY OWNER, AND SHALL COORDINATE THE <.
WORKS STANDARD SPECIFICATIONS SIXTH EDITION (APPROVED 3-31-11) AND USE OF STORAGE AREAS WITH OTHER TRADES. ph7gN
THE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS ADOPTED �•' •'�
—FOPT— FIBER OPTIC - UNDERGROUND ( a
4-5-2004. 9. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO THE 'GORDELL D.•. Z c61q
ROAD SIGN ALL WORK WITHIN THE NORTH 19TH AVENUE RIGHT-OF-WAY SHALL BE DONE ORIGINAL OR BETTER CONDITION. DISTURBED SOIL SHALL BE RESEEDED AT L PDOL Z
TO MONTANA DEPARTMENT OF TRANSPORTATION (MDT) STANDARDS 2006 THE END OF THE PROJECT. No.11645PE•¢--- CURB AND GUTTER EDITION WITH ALL SUPPLEMENTS AND THE MDT STANDARD DRAWINGS 2005
FENCE EDITION WITH ALL SUPPLEMENTS. 10.CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH OTHER T••i? Q
TRADES.
4. ALL WORK WITHIN THE NORTH 19TH AVENUE RIGHT-OF-WAY WILL REQUIRE
TRAFFIC CONTROL AND SHALL BE IN ACCORDANCE TO THE MANUAL ON ■■■■■
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2009 EDITION.
o ■■■■■
STAHLY ENGINEERIN(
CP' I _ �� �`' STAHLY 8 ASSOCIATES-yy
7585 Shetltrorn I
`��BC�0tES� Professional& otoman B .MT 59
Engineers
Surveyors
I \
RETENTION 1 \
BASIN 1 \\ UTILITY NOTES:
7.236 FT3
0 15 30 60
1- LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, CULVERTS AND OTHER
UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THE
1 i\ LOCATION AND DEPTH OF THESE FACILITIES AS NECESSARY TO MAKE
\ SCALE IN FEET CONNECTIONS TO OR TO EXCAVATE ADJACENT TO THESE FACILITIES. THE
\ ENGINEER MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATER AND
8" PVC STOR�1 i� \\ SEWER LINES TO ESTABLISH THE EXACT IOCATION OF THESE UTILITIES.
INV.=4715.501 \\ CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONDITIONS.
m 1 \
2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE
11 PLANS AND THE ENGINEER WALL PROVIDE A REPRESENTATIVE FOR FIELD
-
\1 IG____ _ - \ VERIFICATION. THE ENGINEER CAN BE REACHED AT:
_ STAHLY ENGINEERING h ASSOCIATES INC.
7585 SHEDHORN DRIVE
BOZEMAN.MT. 59718
8" PVC SCH 40Xt
2" COPPER DOMESTIC � I PHONE(406)522-9526
STORM DRAINF WATER SERVICE i FAX(406)522-9528
311LF O 1.00R SEE FIRE SERVICE M 8" PVC STORM 3. ALL WORK SHALL BE DONE ACCORDING TO MONTANA PUBI IC WORKS
l 22.5'REND PLAN k PROFILE SHEET 1 STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, APRIL 2010 LATEST
---C1--- _ 1 11 - ---- - - - ADDENDUM. 1TY SPECIFICATIONS SIXTH
MODIFICATIONS EDITION TO MONTANA(A PROVED 3-31-11 AND PUBLIC)
8" PVC STORM C151 DLP.. \ ) I WORKS STANDARD CIFICATIOS SIX
4"FIRE SERVICE 212LF 1 HOPE TO-- THEr -r-� - THE CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS (ADOPTED
I 45 WYE SEE FIRE SERVICE 1 FROST FREE HYDRANT I I I I I 4-5-2004.
PLAN h PROFILE SHEET 1 �� I ALL WORK WITHIN THE NORTH 19TH AVENUE RIGHT-OF-WAY SHALL BE DONE
4A I \ 1 AT R.V. DUMP, l l l l l l l l TO MONTANA DEPARTMENT OF TRANSPORTATION (MDT) STANDARDS 2006
�p B" PVC SCH 40 BA FL PREVENTER LI EDITION WITH ALL SUPPLEMENTS AND THE MDT STANDARD DRAWINGS 2005
_ O STORM DRAIN 1 �I 1 IN BUILDING
1.0%MIN. SLOPE.I DOMESTIC WATER SERVICE EDITION WITH ALL SUPPLEMENTS.1 I 1 1 STUB AND CAP
18" RCP O 1.057L SLOPE
85 LF S0003 REFER TO CANOPY 02660-15 PER COB STD. DWG. No, 1 1 1 I SEE FLAN k I ALL WORK WITHIN THE NORTH 19TH AVENUE RIGHT-OF-WAY WILL REWIRE
I ee� I
93LF 4 TRAFFIC CONTROL AND SHALL BE IN ACCORDANCE TO THE MANUAL ON
INSTALL FLAIREO ENO Rp PLAN FOR ROOF DRAIN i 1 1 IPROW SKEET I I I I I , � , I r
"PVC SDR35 w 1 UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) 2009 EDITION.
TREATMENT BOTH ENDS I CONNECTION I I I I I I I I I I I I I I
P SEE DETAIL COB STD.
it 1 p 3+
OW'G. No. 02730-21 1 L J-1-I-1-L J-1-I-1_L J-i-I-1-L J 4. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO BE
CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF
_-NEW SAN MANHOLE S1 ALL BURIED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR
yF •• SEE PLAN & SHALL PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. ALL
1 PROFILE SHEET UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED
1 21'VI 1 - 1 3+15 r _______________ AT THE CONTRACTORS EXPENSE. OTHER UNDERGROUND UTILITIES MAY EXIST,
2 W 1'"W �4 •• y,� 11 -� �I THE CONTRACTOR SHALL HAVE ALL UTILITIES MARKED BY THE UTILITY
1 O C1 V DUMP STATION 1 3' ll 1 COMPANY AND/OR ONE-CALL LOCATORS. CALL BEFORE YOU DIG.
59 LF 2"DOMESTIC WATERc- 1 84= 4119. .
_ 1 1-800-424-5555
18" RCP O 1.10%SLOPE SERVICE SEE COB STD. V
_
INSTALL FLAIREU END DWG. No. 02660-15 INSULATE \�{, 1 S••y1 ` 5. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS
TREATMENT BOTH ENDS 4" SERVICE I 1 C04•ryNECT N W 2" DOMESTIC AND SERVICES. PROVIDED A MINIMUM OF 4.5 FEET OF COVER OVER SEWER
VN I 1 WATER SERVICE TO NEW 8" MAINS AND SERVICES WHERE MINIMUM COVER CANNOT BE OBTAINED, PROVIDE
Yh WATER MAIN E DETAIL COB STD. INSULATION BOARD AS DETAILED ON THE PLANS.
Z N INV.=4717. 111 ' 1 D NO.02660L� ADJUST MANHOLE AND VALVE BOX COVERS PER COB DRAWINGS
02 I /' NO. 02213-1 AND 02213-2.
7L1 _ CLI STANDARD INV.=4717.8 - 8" PVC CONNECTION 1 -.
� � 4" - 1 1 / 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT
= FIRE SERVICE LINE TO CANOPY 1 CON't ECT NEW 4" FIJE. SERVICE / A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.
PER COB STD. DWG. � � (._ OVMSPOUT (TYP.5) 8" PVC S I 1 TO f�EW 8" WATER MAN SEE /
S IB• A No. 02660-13 EXTERIOR ROOF ROFIE N EETI I V 11 DET 1L COB STD. DWG. N�02660-13 7 ALL UTILITIES SERVICES SHALT. REMAIN UNINTERRUPTED DURING ALL PHASES
INV.=4718.07 1
N DRAINS (IYP. S) p .=f�NV4718.14 `.' 1 1 \ / OF CONSTRUCTION.
D I
m SEE DETAIL SHEET
C4.1 RD
Z (�_ 8. CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, BLOWOFFS, VALVES, ETC.
C INTERIOR ROOF 5• INV.=4718.32 w-1 II I 1 CL51'.D.I.P. AS MAY BE NECESSARY TO ADEQUATELY FLUSH, TEST AND DISINFECT THE
m COMM SERVICESR ACTUAL , SEE SHEET M NEW GAS.PO AND DRAINS
31) _ � I I / 1 DOMESTIC WATER / \ WATER LINES AND FITTINGS.
1 SEE PLAN k // \\
LOCATION TO BE PROVIDED NV.=4718.49 I \ r 1 ROFILEI SHEET / 9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATERLINE AND SEWERLINE
BY UTILITY PROVIDERS 1, GREASE 1.. 1 1 / \ SEPARATION OF 10 FEET HORIZONTALLY EDGE TO EDGE AND 18 INCHES
EANOUT(TYP.)SEE INTERCEPTOR INV.=4718.61 ~" I I / VERTICALLY AT CROSSINGS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS
SEWER CL
COB STD. DWG. No. 0273SEE SEE DETAIL - OF ADJACENT WATER OR SEWER LINES TO CONFIRM SEPARATION HAS BEEN
1 SHEET C.3.0 -UNDERCRWNO FUEL\ _ I 1 MET. PER MPWSS NO. 02660-2
<; 1 I /
82LF 4'PVC SDR35 IDLE 4•yN rrp STORAGE BY OTHERS I 1 1 I // 10. THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH SECTION 02221 OF
SANITARY SEWER SERVICE 1 SEWER VICE _ _ 8" PVC STORM l
SEE DETAIL COB STD. -,.d_r INV.=4718.83 MPWSS. WATERMAIN VAT VE THRUST BLOCKS PER COB DRAWING NO. 02660-3.
DWG. NO.027301-2(TYP.)
CUT AND CAP E)(. SAN. co �� I c�� I I I / \ 11. WATER SYSTEM SHALL BE DISINFECTED ACCORDING TO MPWSS 02660 AND
SEWER SERVICE UPSTREAM AWWA C651.
OF EX. CLEAN OU �; a I I yl 10 12. WATER SYSTEM SHALL BE PRESSURE TESTED ACCORDING TO MPWSS 02660
Co 1 `` I I / I AND AWWA C600, TEST PRESSURE TO BE 200 psi.
4
1 6" 1 .I.P. 11 TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS
DOMESTIC WATER I THE ENGINEER AUTHORIZES THE USE OF TYPE 2 BEDDING IF UNSTABLE
J SEE PLAN k ,.` �. I I CONDITIONS ARE ENCOUNTERED.
FX TRAFFI - -
SIGNAL POLE ----- -
N -.0 -- - '" '' "-" _.----- -'G -'"- - •''r"'"'- I 14. FIRE LINE MUST E DISINFECTED IN ACCORDANCE WITH MONTANA PUBLIC
9 _ • `vt-'-' D- � WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN REQUIREMENTS AND
CONNECT TO EXISTING T 47231tap _T opI- FOPT- - FOF� FOPT FOPT -FOPI-- -FUPI PI mFOP FgPT FOPI FOPT -�IFOPI TWO COPIES OF THE BACTERIOLOGICAL TEST RESUITS SUBMITTED TO THE CITY
SANITARY SEWER SERVICE. `-- -- - - 'Wt j ENGINEERING DEPARTMENT. FIRE LINE TO BE FLUSHED AND PRESSURE TESTED
CONTRACTOR TO VERIFY _H_2 -
DEPTH OF EXISTING SERVICE - -1-"F IN ACCORDANCE WITH NFPA 24. A "CONTRACTOR'S MATERIAL AND TESTING
---_
PRIOR TO CONNECTION r' SD SD SD SD----SD- CERTIFICATE FOR UNDERGROUND PIPING", NFPA 24, MUST BE COMPLETED AND
14" 24"SS---24"SS 24"SS 24"SS 24"SS 24"SS 24"SS 24•'SS - -SS _SS-- SS SS- 7W0 COPIES SUBMITTED TO THE COB ENGINEERING DEPARTMENT.
FX tiANX
P 'EWER BA ER LANE ASIIAI 1 15. THE FIRE SERVICE LINE RISER "REDI-ROD" RESTRAINTS ARE TO BE COATED
'I RAC 2"W - 1 W 12" 12"W� 17"WI 12"W -1�'W 12" ---12�W -12"W 12 W- WITH KOPPERS BITUMASTIC No.5 COATING OR EQUAL.
p CB _ _ _ 16. THE SITE IMPROVEMENTS SHOWN ON THESE PLANS MAY ALSO BE SHOWN ON
REMOVE EXISTING WATER SERVICE GO T _ Y 06 ___ - -- THE ARCHITECTURAL PLANS. WHERE CONFLICTS EXIST THE FOLLOWING
AND CURB STOP, CAP OR PLUG -- - - --- PREFERENCE SHALL APPLY.
WATER SERVICE AT 12" MAIN CONNECT NEW 8" SANITARY ; A) DIMENSIONS AND LOCATIONS SPECIFIED ON THESE
I SEWER SERVICE TO EXIST. CONC. WAIK
I coNc WALK " W DRAWINGS WHERE PROVIDED, THEN:
SANITARY SEWER MANHOLE U
SAWCUT EXISTING PAVEMENT EXIST. 24"SS INVERT - 47 Ir>_ CONNECT NEW 8" WATER MAIN B) DIMENSIONS FROM THE ARCHITECTURAL PLANS AT
NEW 8"SS INVERT = 4715
PER CITY OF BOZEMAN MODS .73 Q TO EXIST 12"W WATER MAIN NTH LOCATIONS SHOWN ON THESE DRAWINGS, THEN;
TO MPWSS N0. 02112 - 2 3 12"X 8" TAPPING SLEEVE, VALVE,
NOTE: BENCHMARK 0 VALVE BOX, AND THRUST BLOCK. C) DIMENSIONS AND LOCATIONS FROM
SEWER AND WATER 7RENCHS V ARCHITECTURAL PLANS WHERE SPECIFICALLY
WITHIN EXIST. PAVEMENT INFLUENCE SAWCUT EXISTING PAVEMENT ARROW BOLT ON FIRE HYDRANT SAWCUT EXISTING PAVEMENT SHOWN ON ARCHITECTURAL PLANS.
ARE TO BE BACKFILLED WITH
PER CITY OF BOZEMAN MODS NORTHING 4795.388 PER CITY OF BOZEMAN MODS H7A
TO MPWSS NO. 02112 FASTING = 10171.176 TO MPWSS NO. 02112 .I• �, 17. ADJUST MANHOLE AND VALVE BOX COVERS PER COB DRAWINGS NO. 02213-1
NON-SHRINK BACKFILL. SEE COB ELEVATION - 4727.51 -u'L AND 02213-2.
STREET CUT PERMIT TERMS AND NOTE: CCP.^r LLD.',
CONDITIONS. SEWER AND WATER TRENCHS P-L 18. CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH OTHER
WITHIN EXIST. PAVEMENT INFLUENCE 1:0.11 i; 5FE -�. TRADES.
ARE TO BE BACKFILLED WITH t�l 2rJ2�
NON-SHRINK BACKFILL. SEE COBcg;,=.E? 19. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S
STREET CUT PERMIT TERMS AND "'O+;•AL�� WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
SITE UTILITY PLAN CONDITIONS.
20. WATERMAIN CONSTRUCTION WITHIN THE INFLUENCE OF ANY PUBLIC STREET
SHALL HAVE THE TRENCH BACKFILLED WITH FLOWABLE FILL PER MPWSS No.
02225
STAHLY
8+ASSOCIATGESEERING
STAHLY 2
7585 Srledhorn Drive
�eI la/ Professional BDr—,MT 59718 p x
'JfglIRT4S Engineers&
Surveyors E./AL NINIwIpRONIT.mt
} to
B + ' o' .
K ; - NO VERTICAL REQUIREMENT -I F—vw=
WRIER NAM NMPEPLUYR WTN 10 BACK OF CURB
PUMPER NOZULE x
FACING SIRER
B REDUCER Nn E.SUIT c
CC LER 92m rN
\ / PiBAR � OR VN/111DA PACER
MIN. y SflER ounop'ITAN.1
,]EOISIURIIFD CMTH A1O-0'r- Q® •O• BvsNEI ETC)
PARALLEL ARRANGEMENT
I ® ADJUSTABLE SCREW
ELEVATIONS AS 4gWN TYPE AALK BOX
�. • r ON PEWS �IM,IN lID
L O _ L O - - J •A •f _ ON PLANS
TOP(N CURB
GRALIE
�.�
GROUND u
CONCRETE- hr.TAi+
TEE TEE (Plugged) BEND - / wo A LHORS —�
STANDARD DIMENSIONS FOR THRUST BLOCKING
E /• (nr.5m)®® + NEW PPE O.ISm +
Bi3I PL]s5 d IJBD a Timm
UNIONS
nrRMC
Surf L1R,N
PIPE I
,p./•COVER
-Ew.• 1•-7 -a• r-r -r o_ro. r._J.
I' r-Q' Y-n' r-3• r-r P-IQ• 1'-1 P-r a-ro' _ _ -E cwr-1.IN N.PPIas'-AN-No.s7 c NG nR I«w.
I• r-I• r-/' 3•r 3'-r 2•3' 2'" ,'-Y 14' --- :�`^ ' ",i:• L�
10, r-L• 3-r 41-0• r-lo• r-o' r_P• 2-2' r._rt. CROSSINGS O
_ z+•
,I• 4•-O' r-INY 4'-/• .•-a• r-Nr ]'-T r-r 7-r NpIFc. 11Nt1.R wDCK DM,ISOS ,INaUS, ._ �•
A• r-S' r-,o• r-r r-Er- r-.. r-r r-a• r-s' (D SPECIFIC MONTANA DEPART.OF HEALTH AM EN`ARW[NTAL SCFNCES APPROVAL ED MAN LAW
E REOUNED FOR A OISTANCE LESS THAN 10 FEET(31)BETWEEN WATER MAN AND • �
OUWTY SEWER-
METRIC DIMENSIONS FOR THRUST BLOCKING [-
n2 NO I'IUGS' /d/D10 S PEES !WAS
TO TINE MIN.SEPARATION REWHEMENT IS PERMITTED MIEN TIE
t 4BFJW SEWAGE CARRYING PPE 15 A FORCE MAN.
12, Bdlp AT CROSSINGS,ONE FULL LENGTH Or WATER MAN PPE SHALL BE LOCATED SO THAT + `S' ��✓ r* A� In Q
SIES A / A 9 A B A a BOTH JOINTS WLL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. A 1 _ h v �}tJ'+>M' '-�+L- �',YO.-_ ]DIM Af RE—.TOPE
IQPn Q}W a4w, aftQem Qi Q3a QWn 0.DII Q LESS THAN la/NOES(O.5rn)OF SEPARATION IS IS PETTED W THE GRAKIY SEWER
_ ' : r- : . K-A . E •s�' /Fv e}"d h<t "...4,� •,;�a� ..:•� PPE SftC [D SS
15- a- QFI QTn QAn O4n Oin 4b LL.In AT THE OIOSS/NG IS MADE ERQI A SRKILE TO FOOT( LENGTH OF A—PRESSURE PPE .
AID THE CROSSING ANGLE IS APPROMATELY BO DE NOEF-.Prtrvn Anon•No.e art mam.T.o•Nnq I].N:avN,n AYIAwn. r,
]OIIa ABa QBP I.on aft QTn O.F• Qin QBw SPECIFIC MONTANA DEPART.O HEALTH AND ENWROHCHM SCIENCES APPROVAL IS
ISan I.- I,ow 1.2w LDn OPm o.An at. Qan REQUIRED FOR A VERTICAL SEPARADON OF LESS THAN la/IC IM0.5m)BETWEEN WATER MAN
AND SANITARY SEVER NEW L•AUXRIARY GATE V4K CO
JIpaP Lin I.iw I.Wn I.M I.Iw l.om O.Bn 0.7w THUT .If;Nf,ANAL Wf.HFMiS MI•NESTRAI ON MI A'USED
D I Mn I N C IIAI FSS SMf.T B RV TNF fE1111EJ[FR
3•AIn I.an I.III ILAn E.rn 1.4n i.On ,.pn QA• O 'L•IS A STANDARD LENGTH d'PPE AS SUPPLIED BY A PIPE MANuiA[TLIRER. 1HHJ_i 1R�UN.K-aF��Na OAp ONXINI TAPING VAIKSwY BE USED N lCu OF LONCR[TF THRUST BLOCKS MIN.1/2 CUBIC YARD WASHED GPAVEL FINIGE JOINT
(S ADEQUATE SIRUCTLFAI SUP"T FOR PIPES AT CROSSINGS SHILL BE PROVIDED. Hr R •COCOA-CMG ON APPNUVEJ[OWL JONI IG 1-1 MAY BE USED N LEI LW CONFA TF,IWuST BLOCK OI 7,
].BB TAWQ ARE/AMID ON I/o 1of0 Iq MAN ESRA RRAP NE E ALL nT w;o wRN r'Q ICIr]lBC - z .J fgbd
Tam Psr(•am,aM)nE NEARIIP P —. , AEAsa On,/WI E7
crrY of Ho2.F:MAN SCALE: THRUST BLOCKING FOR N0. 02660-3 �I
YLNIANA PUBIJC WORKS SCALE THRUST BLOCKING N""D"'T'"A'W� MCATANA PU`J_I�WCRKS Rn.IE WATER AND SFWFR MAIN sTAEE.M�•'� CITY OF BOZEMAN SCALE: NO. 02660-4
STANDARD DRATfING NONE WATER MAIN VALVES IDEC 2003 NONE FIRE HYDRANT b�
STANDARD SPECIFICATIONS IN
FOR WATER MAN FlTTINGS N0.C7660-'. SIANUAHU tiE•E I:I`II.A II[NNS NUNf SFPARATIGN ND.02fi60-I S7•ANUARD URAW]NG FEB 2008 .".
F <7p
Aga.W r r r r wNr w w o r..onvENDO
Slf wNNIR R IBARIL IWRpBWM R• o ��ErIa IIAIW a�FI/v10ED OSBT VALVE I J
PNUHRh L PANILD U.uL
LINE ON DOIIBIF bI0(VALVE
EASEVEN- lICP Na RW j J L YN.IIEDNwE1CN� O
LINT 4•QR LNGOI GLASS BI / AS bON'i11m OI
NXAFVARn DIICIEE NON PPE(iW.) YAO.w F
f 5'REET SURFACE s•sIOFWALX cRallB AABACE A - .• •i; "`;. j
-�_-- f¢ 3/4•MIN.R•IP RN.NSDLLID N IVWI 011OI AVAAANE
[H NAH /oLT HOLM(PARI'AU-3/8•ROOIs Acar,,A9E EiXN A-TIN¢
u.. MAN
T'--.I a oo TFTm TF/esr/LOON
QAW BDX
�- -TITS'- PROVM S Sl!ONRES QIDNARY BlL1C1t f N F+i
ROD IN ALL Cll TAPPING TEE.TALK. ON QF IGMGAII REOLECWRB,al,INsuuA,w Of N
OR INSTALL VALVE AT DOUBLE OECI MILK ASSE1ELY O
HK WnM Awl¢I/[sIKW P0.0PERIY LINE(IYPcAL
F. M°w CwO0.a W LSTEArIsI-Aq.C .t. 1. TIN IOT M. M r MIN,•awa WWT r,•LL
in
IrP movat R FOR ALL r6EN ANWNW,FM -NIF oa m
NoMI, w a ta WINMTI � PROTECTIVE
�• BEDDING
DETAL RARIMBEM NOW" = GA AROUND INSULATION �r�•q,.HEIAW (rPCIL EXCEP N sPECR1 • LL r rr"` r -�rsriimcr^ 4" THICK INSULATION
tP w NXAPA]c•W CBCUISINNCES WHERE CEY HAS - - PROVIDE FLEC K F • O�GIN—N2nb.r WM H►Owr ROAN(Aso occIw)
hrI•nr HF t.IMIIWARA r lWwWn OXRiAni(AUYWr M (---NtINH ' _ ~J
APKMQRD AI,ERIMiE IOGDON) LMTER-ROM CONNECTION Ao•ANrW Y ti W.-
\ MIL NUAA WNW,ALL"ANIXNNIII,NIA-Hu A 70, FOR ALL WALL CIA RDOR arw•Wr pWN, — PIPELINE x
r C'm STOP- iu.wnN w.rW..N•.w wL.w. .. PIPc PEEmrom. a L.rre.—WL ON sww.P P- ra H�-�(
'rLn'wX 1 A Rw iYin rMw MIr IN bMNI WInW4 IWMNI
.E 1/ _ r' ,ML,OH II.M CI-VIIMA---*(_rW..rIA.lAW rPW_/-
WATER WIN 1 h•-r 7/+wN f(��' NNBIBR PPOI,n, wMW.M..) Mw WI aI.�w•ly PI PWL�OW
Ey Jp�NG� p11(ry�0y1 [y pWp 5�1(YIG� B16[MATERW D OaME-W]1 R�-W PDT r�M FW,MYN/WL w11 IR✓•Il F OI
CORPOSTOP TD CUURB STOP EORrs 04L MAT4 SCRVCESPPE FROM \Nnan IX f A CId WMw M N•w•BYY bW✓t `I�•NI•MW,b. [J
STRNONT COPPER PPE SNYL GL JSED FOR 1 1/2'AND 2•SERVOC[S I «f�II IIwW Eve.WIw aWyIN�Wlyy d,VA N�IyNIINI _rKUN IAAl.r IA.A .
IIII OF A SELECT MATERIAL BAO[nLL AREA 1 WH.
PWrX'EJIIY CQIPp4iION f1lP !Ma NAtt.• 'MH NLJIOfr• YFI)VIM'AL� a IIWMAIIIW AIAlIr1MbIW HIM!..IIAIAI•AW W r rA YA IalYlrr
BEJAMLEo %//�%/�,% //�•/�, /, (sEESPEarrA,DNs) �- PIPELINE INSULATION
cYFwCRBL7KAV ;j,L/�//��/ '///j/�j%/j%%'j%%'%%//%%/jj%/j%//' iI`wRlr�'F"+or°f a Tr n....w.NNE r L....rlrl r r P�Wave.W
/ .R rs a SCAN E �' = 1'
rM ALMA AT /,,/; /;,//;,/r;/rr�//':rr/�// ,,r EAT L DNS.'CAE,MUST 7. TIN,-I Iba,•.
,i/ ,/,//,//,r/,/r //,i// 'RNu PPE � �! 'i"&"4RMEfXsP`ANO NM,u:c A.. r,x..........
/ , / / / / 4'ONL YN r TO C
sPnBMxWW // ' // // r ' /' r/ '' o In..r Ysnra aa,I p�o WITH ^" PIPELINE INSULATION NOTES: 1
••OOWHSINFAM SHUT OFF VALVE WSR IIEWRf�W T a Ir„>w ti AFaWIrIe♦rr IWw.Inl,r.••PAAaK• VJ
BE SEPARATE FROM EMCKELOR DENCE DETAIL 8 Wa. IA R 1.WATER LINES REQUIRL INSULATION WHERE COVER DEPTHS a7
DEINL A n Vr FLOOR PENFTTuUI[N(N T.S.) a —I Am Pp. ARE LESS THAN 6.5'BELOW FINISHED GRADE, BUTCRAW1
/ //-/ / / / TrPILIL WML rFTNrnuTX1N(N.7:5) ( SPACIL) +a LAW raF TrE oAI/Y Orw AIWw AIX+rob W,r 1.•RIn n rN GREATER THAN 5'BELOW FINISHED GRADE. I✓J
r w NAPI A.NNYIIWYr(AAWIXa�n).
L.1M �. a.Wc[uE IIKnN:,AWNF]ANu tzMIXIN ICI na,Ii]Nr•]IOn,at 1.mT IPwuN�wN I MnAM,NNwr (.-V WN,2-MAt 2-INSULATION SHALL BE `STYROFOAM BRAND 40 HIGHLOAD". N a.
i�Ilw.i wLc�ra.�iL•wu-N.Ra�inWo i w`n a] �i ,..R.my
\\\/\ OPEC]',.MOH M IORII•Ml•R MW SAIY M HNII'K 1IT�W N I AO A /y
GLOM Hwy ) [bIDA1W M M IIrMRMNIF 0 WDK,NY P.>sK Wfw a,Ma•w L YWi RA]I tt OW yF yOpA
ANIp 1lAAR UMQ YNL IIDT A YWAN r'n=COT mAA VLMVND rRRN THE Lm,IM cRRIAIo NAFCE D<Cd1`MI SOAR NrIJ N _Iap.•(Aii"[XWM/I/• Pet ALHa IA'ws r CON.,r MAX CIEARAMCE (v
awulao•XON ATANKOA LAA FARO OAW]X•Wn Y.NA LIAI MO w0 ro.Lw[n Na W WH,w w OrrI.L]Ln•L INIu APNc[IN 1 - u +BL moB•Aalfn ABOVE FINISHED FLOOR
T,/:ra0,Opu AI PWW smA a�� -. vcwRo a-IMNR w.+NnIRnL 7�s`� I IIII Ilya^
Na N]MCL Lw flru N NPrwP.LIFE PPAN Nw+14 awNKA o+.L roalAR. I w.H I...5 .� �.., •,.. r�.�.I�` Qp
IXPNu nAW ws's...a '..w..w ram. �Lrtlt ewl cTn-.n.rwc sER..cE lr.1rL IN nW Sur mF -- 00 H TANq� 0 _
W.rL .r WATER SERVICE LINE STANDARD FIRE SERVICE GFIL0 Z =
CITY OF BOZEMAN SCALE: CITY OF BOZENAN SCALE: COPOOLD.'_
CITY OF Bo SCALE: WATER SERVICE LINE N0. 02660-6 FROM CURB STOP TO BUILDING N0. 02660-15 LINE INSTALLATION N0. 02660-1 ppC� �
STANDARD DRAWING NONE 003 NONE Dec. 2003 •A(.�pgp DRApINO NONE DEC 2003 �' kD 116'5?E .c Q
sI'ANDANO DRAWING FOR CLASS 1, B,a N SYSTEMS x'.
(LINES 2" AND SMALLER) Rev. A Fil 2006 -- '° T)Z-21-1'Z-u
r�6yrE.,ge:��; I� m
�VAtO
� ■■■■■
WATER DETAILS W ■■■■■
■■■■■
\dEfA7y` STAHLY ENGINEERING H3 �
7L
&ASSOCIATES
STAH LY 7585 SheUhp.Drive <
Professional 13--11,,MT 59718 p x
S� Engineers 8
Surveyors
ci f W�®
�vl � i I
O � I �
0 15 30 60 ti
F N I LJ_1-1-1-LJ_1-1-1-LJ o 'l I�
a 4Y. 'd' I •Ti
\5nr--
SCALE IN FEET
VERT. 1" = 3' c !• \ __-
F-
BENCHMARK
ARROW BOLT ON FIRE HYDRAN
NORTHING = 4795.388 _LGf _ Uf,E 1 �1GE—— =--5l4.0 U(: —UGE UGE- BUG(~=-KLUGE---UGE - UCF
FASTING = 10171.176 _ — - — — -- — — — -- — — _ v
ELEVATION = 4727.51 N \ - - �- 3+00
-- - ✓, o = _ = - _ _ 1 _ - I c�
- =�- �
12W SD 8• -, = F J--- L-- FEE
COMMERC o 'IN— 12' WD. TEMPOR RY F---
WAY - MIN. SEPERATION 7
SEWER - WATERMAIN GRAVEL
SAWCUT EXISTING PAVEMENT 1 ___---- r Y 1 PER CITY OF BOZEMAN MODS
TO MPWSS NO. 02112
NOTE: p_
I N
SEWER AND WATER TRENCHS -------------------- ------ -i-+-1--+ -1-4-f--d • ■ �
WITHIN EXIST. PAVEMENT INFLUENCE f I i I I --\ ---7 I I I I I I I I • ■ <
ARE TO BE BACKFILLED WITH - I E--- \ _ I I I I I I I I I I I I ■ i 0
NON-SHRINK BACKFILL. SEE COB _ - -�-1_
STREET CUT PERMIT TERMS AND D�� y (- _ __ \ __ - I L_I_1 L J 1- L 1 O
CONDITIONS. x
� N
I I I I I r-1-r-r r r-1-r-rT-rTI p
I r---
1Z11 L___ -
✓� I �� I t---- ---1 I I I I I
I I _A—) I I I I I
I I
LJ_1-I_ 1-LJ-1-1-1_LJ_ U I
i
II
4735
Z Nz >t2g
J
_
p • �Z V O U y � 1.14^ �O I � �O m � � � ril fH
f -- -. . N- • o -�I _�lo,_ I �Tp ¢_F<-WO O<�J vHdj am�n+ • <IJ<n�a.IN/I _��_p n --- X N- - 0yCffNNN�XNF rnVioaN, Ir a< ��}NI13 V1 ZYC• �Zv'mQ N o xm ION +
< <' ; T2o
1/30 --- -
�/Hh/•-•i'/��l-
473U
FINISHED GRADE
ppp555
CONSTRUCTED WI1H
SITE DEVELOPMENT TEMPORARY FINISHED
GRADE-FOR HYDRAN- -- - --- I- -- - - --- ---- -- - - _. O
DOUBLE GU TIER AND SEWER MH GRAVEL
ACCESS DRIVE-
1/25 -- - 1 _I -I: -- -. ___. I I I - - - - r - 4725
• ® i c o8
_ _'-- ♦-_ - Z
EXISTIN G GROUND
� j sms
4720 -- - Ir - T — - - -- 4720 CN ■�°e
TOP OF IIIPE ELEV. (T ■"
AT BEND = 4715.24-_-
-- --- FOR-GROSSING FU RE --- -- - - -- --- -- N
18" SEWER EXTENSION 'I,
�pN_A•V� OJ
MIN.
F •,
EXF 8•C.51 D.I.P. I
4715 L BLOCK + --_ _- CORD 11 D
OF RESTRAINED JOINTS �8 S XING I - - y..No.11 IaPC •`� 4715
S DETAIL SHEET C2. 6 HYD. SER CE
—THRUST BLOCK
-I -- t - - --- - - -- OR RESTRAINED JO0 ITS
90'BEND
SEE DETAIL SHEET 2.0 0 SEEMS
WATER MAIN PLAN& PROFILE I+o0 0+00 ,+oo z+oo 3+00 4+00 5+00
■
STAHLY ENGINEERING
V &ASSOCIATES
GREEN Of S POST STAH L S ¢ J
Frain and cover to ne edhw M.A-1172 ring wNh A-1178 cover, A7 END Of SERVICE do 1e70 �, Professional 8o8I,—'',dMT 597DT8 e p Y�p a
LIN 3771/3772 genes,or O —,d a 1A. vnn e:Nos szzrJszs
r 4•mow TOP or 9f Engineers 8
r epa.n.na npN.two 1•Disk MNe. / JGp TWpES. 9
1 NEW PAVE4ENr sURIAOE fln1 Surveyors ru.lax'Isr/-g,za "ot {r
-LROFERTY ,.� xngm[ttpI /
FASLINET
FIN,
FOR•„ NOTE.AN)mate MlRe.n monhole aeclons,manhole ling A HEAVY DUTY MONUIEMT BO%,SIMILAR TO CARD END,NO,50"-1 I IMF `
top eectbn,and.—I,.eaer pipe into min—M 11 oe r] 1/2'DULYARO
a IMHIlght-Jokttirw matend ehpll ne'Rpm Nek•a e d _ SIREE'PAMG k GRAVEL As REWIRED / ) e
far pk)Dinh except nelxeen saKer pipe W—ohole SIN. — n
_ 1111.JOINT WITH!RUM NEK STREET SURFACE
5'SIDEWALK GROUND SUNEACE o
n s' —e x 3'ROUND coN RE E sue jT
4-0
• Preeoa relnl—Ild concrete monhol.6— `--- SLIP HIM TO - 3
m o THREADED ADAPTOR '-'- 1 -� COMPACTED DSCKFE.I. 2'3• W
Molok steps l accoNarlm Wlt �5'M`deawpnufpcNved nolbn C-478, FROST- (T'�.) (SEE
sPECs.)
16•cwd.n E%P7n151DN
---- SIEEK THREADED PLUG
(RYPIM EXCC"IN SPFcLk
pea inns b.Id.11ia
CIRCUMSTANCES WHERE CITY HAS
oI p1p a re kMwa - AvPROVED ALTERNATE
LOCATIONS)
pVga^n.bckwwl 4
rled�1n -Cl FA'.O.R PIPE.R• �BOALKfk PoNK
2•%2'
WOOD
Varbble kk I S-�� ]'-°•MIN. 4$ 1 �� MARKER
b /'-0• }... SERVCE LINE.SLOPE-!/4-
(min. PER E007 MIN,1/2-PER FOOT
snw-Yppp t r+f LAID;% 4� ELBO�
rleN denlr Sra a NF:NCH1
k I alb MAX
reside gpakslad p 1 a1�YPicol
- to precaal ntnca xtpil) SEWER MAIN
I
Cn nNN-CID.d PRDe `\\\
I IN LINE WYE FRTING FOR `PLUG
I `, Pr p.. d p h�r •PVC NEW'NSTALLARDN5.
1-0'c-c Po tl plo baaa SADDLE FTTNGS KL011FD
b t krwaa n pip,p IF OR EXISTING INSTALLA106
5 4'dio. N .1—Pn...t M e.
m `1 ONLY UPON APPROVAL OF
Ix4An..e 4 6{nckep.All hO.Aa CRRY OF BOZEMAN SEWER R
rlil,(.c.d a Moran. F R'
DEPARTMENT.
END Oi R CLFAYOUT EH+.,
IF REQUIRED 115E PLUG
be� F 3
~I SERVICE INVERT NO
Slap IS!'P.r h LOWER THAN;SPRING V
LYws b YI
y0 LINE OF SEWER MAIN
MUTE-Storm Join—ohol a—,I FOR NAPE FITTINGS. _
not hate famed cdonne4 Ond Lhe
ae.M SF —1 alp.Roost.hall Ee a"hIVMr R Y <
� thon Mttpm Of mpN1oM.
d
SICT ION A-A
a
CITY OF BOZEMAN SCALE: SANITARY SEWER
CITY OF BOZE♦1AN SCALE: SANITARY SEWER AND CITY OF BOZEMAN SCALE: SANITARY SEWER N0. 02730-4 N0. 02730-2 cD z cD
N0. 02720-3 NONF CLEANOUT DEC. 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 per
STANDARD llRAWING NONE STORM DRAIN MANHOLE DEC. 2003 STANDARD DRAWING
Is
Rev. Mar 2006 - --- -- -- - -- ----- - - - 7�'
_ 13TE'.ZERE 112NW PASSiS T�RWW I—NG VA —T
M PATprWT SHALL Y CJT A.—A NEAT—TCAI
LK+MINYJ.4 d IS•(--i Tel Rd—.-IL—
e S 4NE IS r 11)1-0.
r—CS V7IEN
FO.E
O P. T.Cu ---1 rJITTER4Cn 1
. T.r ANO FLri CY PAHN(1, xT SEEOcw tll—F.
SNIII {y
CNAIRiL fTaa" I R'-8�
�I EWSTNG 1tREE1 AAFACE Ke.MJI IN 1 anE s
OOr•ratk ntn -
4N p gING To To Qs
upxs• 4" SCH.40 2'-4-
rr(w PVC PIPE IN\
suxaAa cxaAu 4" SCH.40
TOP VIEW PVC PIPE
OUT
w 5 4
2•�4^
NSTALL Ixaa^DLE aLPu.c eEvaNc oN ,�� - -
PROTECTIVE BIDDING AROUND INSULATION
«Alw.p TArc�e-T•s.-m) svPPP.,s•srExs I.,Ns -
aAotM�E Asa�m vex pEVT" AREA ro cLNraW ro - -------
To 4" THICK INSUlAT10N
TO PLNraw 1p 0.5.H A. TOPTKMAE) O.E.K.A.REGU,AM r _ - j
REaAwrora• -�-`--� PIPELINE
IFCO p 772 CAST IRON O
FRAME AND COVER �
4(f+ ytLr I WITH GRADE RINGS
\, ,DEFT PE,5[PpNL
SIDE VIEW S:
EXETI -( ,I MATE.e Phan "
I Y. I ass PIPELINE INSULATION NOTE A ' N$Y
R.IT]oPNE III—
•Dsa,)MAx. 2; N s_Jlnx r 1. SEWER MAINS AND SERVICES REQUIRE INSULATION WHERE
uxas Ave aMPA TO> rn > COVER DEPTHS ARE LESS THAN 3' BELOW EXISTING OR
,NorolrpllY- I m m
FINISHED GRADE. Ez"z
Bala sne•pn a rrl nn:T.E.Gg ". 2. INSULATION SHALL BE 25 psi EXTRUDED POLYSTYRENE,
TuraT As( m) /! ��
TttE 7 PPE RFLDWL �° - APPROVED FOR SUBGRADE USE.
nc.E REpWrcp rp. b•("�:-/n �:..N/Z 4'-7" 4'-4' a
mNn+tar sTAtNE '. 1 p>.
DETAIL B: PIPELINE INSULATION
g
NPTEs MOOIICA1rONs ro sTAxE sI`x�cn r�iATµ All HALF SIZE: '36" = 1' � I� n3 rw L3
1 Y[ ALL
-PRar1�Es9°Etls`H m'a' Or owMEL—ems ) Axo/o4 omEA rmlw Pomolr rFAF SSA ♦ E1I
FULL S12E: 3'" = T'
o.s KA m¢TmxIN.sAronAPs 00
4p`EaL+x+wNE p=W p .onsos GREASE INTERCEPTOR
Rcnsey.ILzTA;I W
MONTANA PUBLIC WORKS uur. TYPICAL MANHO_E CITY OF BILLINGS 2 P.Arxc NOT TO SCALE ONTq/s, Z
s•AxD+xp ENAWxL suM TYPICAL UTI_Itt TFENCH DETAILS N.
-'eF�•'••• R
STANDARD SPLCII(CATIONS NONE CHANNEL DETAILS NJ.C2720-7 STANDARD SPECIFICAT•ONS NONE N0.02221-1
'CDRDELLD.'. Q �
IA
o OMENS
SANITARY SEWER DETAILSLLJ
■■■■■
■■■ME
STAHLY
&ASSOCIATESEERING tip
STARLY 585 Shedloe 0rpe P.- m q '
Professional %zeman 1KT9g1/ x
Engineers&
r"bay zz.9u.
Surveyors ..,.e.,,.
60 0 15 30 ~
I
SCALE IN FEET
VERT. I" = 3'
1+00
n ,
CONNECT NEW 8" PV
SEWER TO EXIST. MA HOLE.
CORE-N-SEAL GASKET 7D • - ,U + x /
-F-HR0BhE�91N•�W4Ti1 s vi I ( 3 5 I .�_' I -� — —
OFMEF. SEE COBS D �^ — — — — — — -- "_ -- — — — — — — — _ -�- —No. 02720-3 `-
_ ®�
_11GI- — _ UGE 1 -_UGJ`-_ _ -S it _UG UGE _ =UGE �U6[-f r_�UGE - - UGE --- UGE
—
`$' A. I \gJTTER, --N 2}�0 f 3+00 vi
BENCHMARK I
r - 1--r-I-
ARROW BOLT ON FIRE HYDRANT _ I I r-r T-r 7-r 1
NORTHING = 4795.388 _ m -�
EASTING = 10171.176 - _____ I I I I I I I I
ELEVATION = 4727.51 � b"ST Tt"" ��r __- ---- - _ - J- L-_�/ --L_I-1_L J_LJ-1-LJ_1.1
COMMERCE �f F--
- I i b'"N� _ `J 12' WD. TEMPORARY II L
WAY
- - _�-*]Cr AIIN. SEPERATION GRAVEL ACCESS DRIVEL,
SAWCUT EXISTING PAVLMLNT 1 - __ --- SEWER - WATERMAIN
PER CITY OF BOZEMAN MODS - --- "- 'yam--- T--r T-r-1-T-
TO MPWSS No. 02112 N I I I 1 1 1 1 1 1 I I
NOTE: $ — p
SEWER AND WATER TRENCHS " $ �_o F\ 71 --4--I-4
WITHIN EXIST, PAVEMENT INFLUENCE I F-- --- I I I I I I I I I I I I
ARE TO BE BACKFILLED WITH x wi I 1 L--_ -� I I I I I I I I I I I I I
NON-SHRINK BACKFILL. SEE COB I �' \ I I L J-
STREET CUT PERMIT TERMS AND
CONDITIONS. myyy In I I __I I p
r�-rT-r r--1-r-I-7 r--r I I I I I I
' L___
s m
F
z
z
I 8
i
j
3 I I
4735 - - -- -- - - -- - --- -- 473"
+1
O
N $tiv
+p L,am f r
_ iY_X V 4_ -rr
t cv -
�I+ N k' + S�+ i "'i
u x I N m N x pJ F= FINISHE GRADE a1 w I I�N
m x w x m w CONSTR CTED WITH 3 a a j d�j Zz
$ cy wlw z w u :n �'��; SITE DE LOPMENT� a in `•a mZ- �ti�?
TEMPOR RY FINISHED
o / GRADE OR HYDRANT
3'�DOUBLE AND SE R MH GRAVEL --. ..
CI�TTER ACCESS DRIVE.
i.. ----- - -- - Lw
i
„ 4725 _- _ _ - \ - 1 I 4725
o.7z !� � II
EXISTNG GROUN� I I
i 4
II
0
N I
4720 - -- v - -- - - - I I I m1 -- �___ _ - - • - -4720 N
i
- ------ I by � -35 O 0. LO
o I -.- ----- 24 gbfltF b PVC --- 18• SDR-3 0.47R --- - .hp.1L6 SPE,.'r�
F MIN. i6EF 8" VC Z m
4715 -- - - -� - SDR-35 TUB - ¢ 4715
-I I ?
g iw INV. 416.64 iIT�CE:E.. Q
r I off\ -
o rcassrp'aA �� Z
4 � o ■■■■■
EMEME
SANITARY SEWER PLAN& PROFILE +00 0+00 '+00 2+00 3+00 4+00 5+00 of MENEM
■■■■■
STAHLY EN
ASSOCIAGESEERING �yry
W {y
F E-011TRO I EE-) RELEASE RATE OUTLET 8T�,,l T,,R� Q
6" SCH. 40 STEEL PIPE � -- - - STAHLY = � _TS85 Sh■dhom Drive
rwc FILLED W/CONE. WITH SCALE 34 = 1'Q w+o - Professional Bozeman,UT 59718 O z
RESERVED PARKING R7-8 (&I TOP ROUNDED. S Engineers& """n"'�"�k
ADD "VAN ACCESSIBLE" �� rofrl>a+a�s
Surveyors kaua�.erT r
PLACARD. R7-8b
SEE DETAIL SHEET CO.2 -PAINT OSHA YELLOW
FlLL POST w/ CONCRETE
"TELSPAR OUIK PUNCH'
2' SQUARE 14 GAUGE POST '�
z m
n
1'-0" 7'-0" 1" HOPE WATER LINE FROM
m PAVEMENT OR f1201.F
FINISHED GRADE STEEL BOLLARD BUILDING WITH RACKFLOW
PLACE SIGN POST 24' (TYP. OF 2) PREVENTER IN BUILDING.
FROM FRONT EDGE OF WALK.
I �
m
1" 8' SIDE.-WALK 2 _R9M6RT-"WATER-
ASPHALI 24" I _ -- - TAN¢f�
PARKING 1 -- "• 1 W REPLACED 1N
III IF III III III I f I I I -r FROST FREE
WITH
2500 PSI P.C. HYDRANT
III _I III IIINNI-111
CONCRETE
III MINIMUM (TYP.)III - III _ I 6" WO. CONCRETE
- - \ j CURB (TYP.)
SQUARE 2-1/2' x 24' 12 GUAGE E` FLOOR GRAIN
SIDE VIEW HEAVY DUTY TELSPAR ANCHOR, TAPE FRONT VIEW co TO
HOLES BELOW FINISHED SURFACE PRIOR
4'S 4"S--�SEWER
TO POURING CONCRETE SIDEWALK. '�:� _ _ MAIN
� "RESERVED PARKING"SIGN POST DETAIL I I' 111,-� - �-°�� �y �
Z
V-6.
s 6 9oF Er 3
---HOSL DRAIN
TYPICAL BOLLARD . -
VARIES VARIES ■
■ C
1 a a 1 ORDFR '0540E 6. o
1•Q' 05408 UPPER HOSE z
SEVOLY TYP. s - i
os 07 VACUUIJ PLAN VIEW z= x
DITCH CROSS SECTION EIRFACER (USE 05418 REPAIR KIT) $typyyy
N.I.S.
BASIF AlOI;NT PLAN
ANTI-SIPHON VACUUM BREAKER
HIGHER THAN THE RV ,7
P
m
� -- 6•' TYP. z
A-R!.I PIHE 1/2 x8- (,ALV. USE RESERVED PARKING"
SHORT FLEXIBLE HOSE
uD510L 4 0. J-HaTS, 4" SIGN POST DETAIL (THIS TERMINATED ABOVE GROUND
EMBED SHEET) FOR SIGNAGE
O MATERIALS, INSTALLATION
0 o DIMENSIONS AND
as
CEMENT BASE INSTRUCTIONS.
;A HE A SPRII:G D9-12
ASS" Y 405436 24"X24" MOUNTING SPRING
IKCL REPLACED WITH
E30T10 FEAD CASTING 05e NOTICE FROSTHYDRA-TREE
J( t+ REPLACED WI1H
HEAD, 5 K G I/OJ4O FROST-FREE THIS WATER FOR
TOP HE STING #054 HYDRANT FLUSHING GND
SFTSCREWS 05433 (•2' PURPOSES ONLY STEEL BOLLARD
l - - TYP. OF 2 PEDESTAL BASE-
1) SET CONCRFTE BASI AS SHOWN SEE DETAIL THIS SHEET do EXTENSION
(IAINIUUSI 24" DEEP CEMEI. &15 E: —ROMORT "WATER TOWER KIT"
CONSULT LOGAI. BUILDING DEP•T) THE TOWER COMPANY, INC. Q
�r ?) SECURE BASE OF POST ONTO SEE DETAIL THIS SHEET
CEMENT FOUNDATION. RAISE HE'AQ c
10 !or of POST tie CO\NECT NUT
I FLOOR DRAIN SQUARE
I NOZZLE ASSf _Y OF INNER HOSE EQ BVSI'11\v OR TOP AND HINGED
GATE
#05435 PER PIP HOSE-
; PUS}! THE IPINER HOSE INTO TI 1E DPW 269ACAP
IN iFi
S HU TOF ASSEMBLY- a
r' VALVE 4) _ 4FA^ ASSEMELY EkTO POST 6' 6" 4'X4'SQUARE 6" 1' 3' CONCRETE
AND TEN SE-SCREV.S. FINISHED GRADE k
ASPHALT DOUBLE GUTTER CLEANOUT O a
5) CO, CT WATER SU?P_Y 1'O AT GRADE
/ oo BO PPE #05402 BUSHkVG BOTTOM. DF POST. -•
.Y )NTAIkS: 3"
i1T
r , �. � - , 2G SLOPE
_ V
SHUTOrr VALVE #05415 ' •'�/ O.
6' MIN COVER FOR G POE!L D.•. 6st
JPPER PIPE: ODS414 SEWER/WATER LINES) l o ft cV m
--- -- ,' 6" BASE UNLESS OTHERWISE °•
PE BUSHING �OS4^,3 {X2) ____- ( Z LI-��r m
NSIDE HOSE ASSELBLY �0'/�12 COURSE ----r_ --- - -_______- INDICATED)
90• STR_ET FL-MY #05417 � -I .=I I I a" PVC _ I-I I --I-- vat
PIPE BUSHING J05413 _ _ I
4" MINI) =-_--c----__ ___ ___ _ _ ____ 00
- _ BU51-1NG: SERVICE CONNECTION - _ 4' PVC TO SEWER MAIN p�q
TO HON-POTABLE QR WKFLOW-PROTECTED INSULATION, SEE I—III -III—I-II—� -_- —_-- Z Y
WATER SOURCE DETAIL. ON SHEET C3.0
SASE 115401
_ Q
I11-! )III I-111-III-III=1I I I - _ _ - - -
dt SFTSCRE51'S J05433 (z2) „_ - — — — - - Of
ROMORT"WATER TOWER KIT" DETAIL — B HOPE
WATER LINE FROM o
BUILDING WITH BACKFLOW ■■■■■
RV DUMP STATION ISLAND(TYP.) Q PREVENTER IN BUILDING. ■■■■■
SITE DETAILS LEGEND p i i i