HomeMy WebLinkAbout625 Boardwalk Ave_Fire Line As-BuiltDNT.O.
F
.F.
MAIN
LEVE
L100'
-
0
"
(4834'
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6
")T.O. EX.
S
IDEWA
LK(4832'
- 9
")T.O
.
EX.
S
IDEWA
LK(4830
'
- 11"
)T.O.
EX
.
SIDEWALK
(4830
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-
2"
)
T.O
. NEW
SIDEWALK
(483
0'
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0
")
GAS AND PHO
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POWER STUB
WATER VALVES/CUR
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BSEWER OR STORM SEW
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PHONE PEDESTALSTRANSFORMERAPPROXIMATE LOT
BOUNDARYHYDRANTDNT.O.
F
.F.
MAIN
LEVE
L100'
-
0
"
(4834'
-
6
")T.O. EX.
S
IDEWA
LK(4832'
- 9
")T.O
.
EX.
S
IDEWA
LK(4830
'
- 11"
)T.O.
EX
.
SIDEWALK
(4830
'
-
2"
)
T.O
. NEW
SIDEWALK
(483
0'
-
0
")
N00°E71.91'N90°E151.71
'N90°E82.00'N90°E33.71''S45°E50.91''S00°E107.91'
(6) RI
S
E
R
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@
6
"
(7)
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LAN
D
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C
A
P
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GLANDSCAP
ING
RETAINING WALL
NEWSID
EW
ALK COURTYARDRETAINING WALL
RETAINING WALL
(7) RISERS@ 6"NEWSIDEW
ALK
RAMP
NEW SIDEWALK
M MPI: 0+34.24PI: 0+32.91
-0+05
0+00
0+10
0+20
0+300+400+500+55
482048214822482348244825482648274828482948304831483248334834483548364837483848394840482048214822482348244825482648274828482948304831483248334834483548364837483848394840-0+050+000+100+200+300+400+500+55PLANTERSIDEWALKBOARDWALK AVENUESTA 0+0.00
EXISTING 8"Ø D.I.P.
WATER MAIN
STA 0+21.55CONNECT TO EXISTINGSERVICES W/ NEW 4"ØGATE VALVE, 1"Ø CURBSTOP& VALVE BOXESSTA 0+32.91(1) 4"Ø DI 90° HORIZBEND W/ THRUST BLOCK
20.5 LFSTA 0+34.24(2) 4"Ø DI 90° VERT. BENDW/ THRUST BLOCK11.5 LFSTA 0+40.501"Ø & 4"Ø SERVICES TOPENETRATE THROUGHFOUNDATIONWALL.PENETRATION TO BE SEALED6 LF7 LFSTA 0+43.06INSTALL OS&Y VALVERAISED ENTRYSTA 0+26.00PROPERTY LINE
PROJECT NUMBER:CHECKED BY:DRAWN BY:REVISIONS:CURRENT SET:GREG MATTHEWS STUDIO620 E. COTTONWOOD ST. SUITE 103BOZEMAN, MT 59715WWW.GREGMATTHEWSSTUDIO.COM2205MDWH MDGMS POST 14
625 BOARDWALK AVENUEFIRE & DOMESTIC SERVICE AS-BUILTC3.0AS-BUILT06/24/2026FIRE & WATER SERVICE PROFILE VIEW (AS-BUILT)2C3.0SCALE AS NOTEDHORIZ. SCALE: 1" = 4'VERT. SCALE: 1" = 2'APPROX LOCATION OF EXISTING 8" CL52 D.I.P. WATER MAIN, PER AS-BUILTEXISTING SECTION OF 4"Ø FIRESERVICE TO REMAIN, DEPTH OFEXISTING SERVICES TO BE VERIFIEDBY CONTRACTOR IN FIELDEXISTING GRADEPROPOSED GRADEFIRE & WATER SERVICE NOTES:1.ALL CONSTRUCTION CONFORMS TO MPWSS, (LATEST) EDITION, AND COB MODIFICATIONS TO MPWSS.2.ALL VALVES WHICH CONTROL THE COB's WATER SUPPLY WERE ONLY OPERATED BY COB PERSONNEL.3.THE CONTRACTOR NOTIFIED THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO THE BEGINNING OF ANY WORK.4.CONTRACTOR VERIFIED LINE AND GRADES OF ALL EXISTING CONDITIONS.5.A MINIMUM OF 1.5' SEPARATION BETWEEN WATER SERVICE AND FIRE SERVICE WAS PROVIDED.6.PIPING WAS FLUSHED ACCORDING TO NFPA 24 AT NOT LESS THAN 400 GPM FOR 4-INCH PIPE.7.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO THE ORIGINAL OR BETTER CONDITIONS.8.THE CONTRACTOR NOTIFIED THE COB PUBLIC WORKS DEPARTMENT A MIN. OF 48 HOURS PRIOR TO ANY WATERCONNECTIONS TO THE CITY SYSTEM.9.CONTRACTOR SHALL ADJUST ALL VALVE BOXES TO FINAL GRADE UPON COMPLETION OF ALL CIVIL/SITE CONSTRUCTION. ANYBOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THECONTRACTORS EXPENSE.10.THE CONTRACTOR COORDINATED W/ C.O.B. TO ISOLATE AND DRAIN WATER MAIN FOR INSTALLATION OF THE NEW CURBSTOP AND GATE VALVE.11.ALL DUCTILE IRON PIPE (D.I.P.) FITTINGS WERE PROVIDED WITH METALLIC ZINC COATING IN ACCORDANCE W/ ISO 8179 ANDENHANCED POLYETHYLENE ENCASEMENT.NEW SITEWALLPROPOSED FOUNDATIONMAIN LEVEL F.F. 100-0" = 4834.50'34"12.5"PROPOSED UTILITYCROSSINGS ABOVESITE WALL FOOTINGEXISTING 1FT CONTOURSPROPERTY BOUNDARYSTA 0+21.554"Ø MUELLER 2360 RESILIENT WEDGE GATEVALVE OR COB APPROVED EQUIVALENT.INSTALL VALVE BOX WITH LID LABELED “FIRE.”NEW CONCRETE SIDEWALKTO BE INSTALLED BY OWNERAFTER CONSTRUCTIONAPPROX. 25.5 LF OF 1"Ø TYPE K COPPER WATER SERVICEIN SHARED TRENCH, 1.5' OF SEPARATION MAINTAINED.STA 0+21.55 1.85' R1"Ø MUELLER B-25155N 1½ THREAD” MINNEAPOLIS THREADCURB STOP & MUELLER H-10388N CURB BOX OR COBAPPROVED EQUIVALENTS. CURB BOX LID TO READ "WATER"25.5 LF OF 4"Ø CLASS 51 D.I. FIRE SERVICE, BACKFILL TRENCH PER COB STD DTL NO. 02221-1STA 0+32.91(1) FIRE SERVICE 4"Ø DI 90° HORIZ BEND W/ THRUST BLOCKSSTA: 0+43.06 INSTALL 4" OS&Y VALVE PER COB DTL NO. 02660-13STA: 0+42.92 1.85' R1"Ø STRAIGHT STOP VALVE W/ 1"Ø WATERMETER PER COB DTL "A" SHEET NO. 02660-15ASTA 0+40.50FIRE SERVICE PENETRATION THROUGH FOUNDATION WALLSTA 0+40.50 1.85' RWATER SERVICE PENETRATION THROUGHFOUNDATION WALL PER 02660-15A2.5'APPROX LOCATION OFEXISTING 8" CL 52 DIPWATER MAINEX. SIDEWALK TO REMAINEX. SIDEWALK TO REMAINBOARDWALK AVENUE
TRAFFIC DIRECTIONNEW SIDEWALKRAISED ENTRYNEW SITE WALL
24" INTEGRAL CURB & GUTTEREXISTING SECTION OF 1"ØDOMESTIC WATERSERVICE TO REMAINEXISTING SECTION OF 4"ØFIRE SERVICE TO REMAINNFIRE & WATER SERVICE PLAN VIEW (AS-BUILT)1C3.0SCALE: 1"=4'SIDEWALK TO BE REPLACEDPROPOSED UTILITY CROSSINGS ABOVE SITE WALL FOOTING12.5"LEGENDEXISTING 8" WATER MAINEXISTING 4" FIRE SERVICEEXISTING 1" WATER SERVICEPROPOSED 4" FIRE SERVICEPROPOSED 1" WATER SERVICEPROPERTY LINECONTOURPROPOSED SEWER LINEPROPOSED ELECTRIC LINEPROPOSED TELECOM LINEWATER VALVECURB STOPOS+YNPARCEL PLAN VIEW3C3.0SCALE: 1"=4'PLANTER
4.50'STA 0+34.24(2) FIRE SERVICE 4"Ø DI 90° VERTICAL BENDS W/ THRUST BLOCKS+/- 7' OF COVER PER AS-BUILT PROVIDE BLUEBOARDINSULATION WHERECOVER TO PLANTERIS LESS THAN 6.5'SUBJECT PROPERTYWATER/FIRE SERVICE PROJECT AREAEXISTING WATER SYSTEM PER COB SPRING CREEKVILLAGE RESORT AS-BUILT ENGINEERING PLANS4.5'CURB STOP & GATE VALVEIN NON-TYPICAL LOCATIONCURB STOP & GATE VALVE IN NON-TYPICAL LOCATIONSURVEY NOTES1.SURVEY WAS CONDUCTED IN OCTOBER 2022 BYTRUE NORTH SURVEYING2.VERTICAL DATUM: NAVD8836"4823.05TOP OFVALVE4822.554822.364828.2012"(3) THRUST BLOCKS APPROX.8.33" x 30" x 25" IN SIZE