HomeMy WebLinkAboutArbor Houses at Blackwood Groves Fire Line Plans As-builtC1.0
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF 3
604-04
9/4/2025
ELCARBOR HOUSES AT BLACKWOOD GROVESBOZEMAN, MONTANAFIRE LINE PLANSTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D09/04/2025
C1.0 COVERARBOR HOUSES AT BLACKWOOD GROVES
ENGINEER
WHITE MOUNTAIN ENGINEERING, LLC.
P.O. BOX 888
BELGRADE, MT 59714
(406) 595-1923
OWNER
BLACKWOOD LAND FUND, LLC.
140 VILLAGE CROSSING WAY, UNIT 3B
BOZEMAN, MT 59715
(406) 539-6015
PROJECT VICINITY & CONSTRUCTION ROUTE MAP
PROJECT LOCATION
LOT 1, BLOCK 14
BLACKWOOD GROVES SUBDIVISION, PHASE 2
SW 1
4, SEC. 24, T2S, R5E OF P.M.M.
(ADDRESSES TO BE DETERMINED)
SHEET INDEX
N
FIRE LINE PLANS
BOZEMAN, MONTANA
1
PROJECT SITE
CITY LIMITS
CITY LIMITS
BLACKWOOD ROAD
VICTORIA STREETS. 19TH AVENUECANTER AVENUEWINTERTHUR AVENUES. 15TH AVENUES. 11TH AVENUES. 3RD AVENUECAMBRIDGE DRIVE
GRAF STREET
CONSTRUCTION
TRAFFIC ROUTE (TYP.)
SOUTHBRIDGE DRIVE
BENCHMARK LOCATION
SHEET NO.SHEET TITLE DESCRIPTION
1 C1.0 COVER SHEET
2 C1.1 PLAN SET OVERVIEW, NOTES AND LEGEND
3 C2.0 FIRE LINE PLAN AND PROFILE
AS-BUILT
BLDG #1 BLDG #2
ELECELECELECCOCO
70405024.60OS AND Y BTM FLANGE70415022.80OS AND Y BTM FLANGE
10675023.23205
10685020.0120110695020.20206
10705022.21200
10715022.20550 10725022.2155010735022.22550 10745022.21550
10755020.29201
10765020.36206
10775025.48205
10785025.40200
10795019.43900
10805019.37900
10815019.38900
10825019.3990010835019.37900
10845019.37900
10855019.3590010865019.42900
10875019.38900
10885024.4230210895021.01302
10005015.94206
10015016.46206
10025016.82302
10035016.79302
10045016.42206
10055016.6220610065018.87302
10075020.00302
10085017.20302
10095016.25206
10105017.57206
10115020.37302
10125017.78302
10135016.3420610145017.11206
10155018.05206
10165016.40206
10175017.83302
10185018.13302
10195017.08206
10205016.21206
10215016.72206
10225016.14302 10235015.58206 10245015.04206
10255014.86302
10265016.50302
10275014.56206 10285016.10206
10295016.49302 10305015.67206
10315016.76302 10325016.51206
10335014.52206
10345021.04206
10355023.16302
10365021.44206
10375023.60302
10385020.10206
10395022.72302
10405020.44206
10415021.62302
10425019.33206
10435021.17302
10445019.54206
10455020.26302
10465019.63206
10475020.47302
10485022.66302
10495020.78206
10505021.86302
10515022.35302
10525015.03300
10535008.81301
10545008.22201
10555015.54201
10565007.6130110575005.11301
10585009.74201
10595015.29201
10605015.52300
10615014.60206
10625007.82301
10635013.0330110645018.62300
10655014.25301 10665021.05300
35012.88202
45012.90202
UGEUGE
UGEUGEUGE UGEUGE
8''W
8''W 8''W 8''W
8''W 8''W1''W1''W4''SS 4''SS
1.5''W
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SSSS SS
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4''SS
1''W
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4''SS
1.5''W
4''SS 4''SS 4''SS1.5''W 1.5''W 1.5''W1''W4''SSBLDG #1
BLDG #2
BLDG #10BLDG #3
BLDG #4
BLDG #9
BLDG #8
BLDG #5
BLDG #6
BLDG #7
BLDG #35
BLDG #36
BLDG #34 BLDG #33
BLDG #37
BLDG #32
BLDG #31
BLDG #38 BLDG #39 BLDG #40 BLDG #41 BLDG #42
BLDG #43
BLDG #44 BLDG #45
BLDG #30
BLDG #29
BLDG #28
BLDG #27
BLDG #26
BLDG #23 BLDG #24
BLDG #25
BLDG #22
BLDG #20 BLDG #19 BLDG #18
BLDG #17
BLDG #16
BLDG #21
BLDG #15
BLDG #14
BLDG #11 BLDG #13
4''SS 4''SS 4''SS
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OSW
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COMM COMM COMM COMM COMM COMM COMM COMM
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2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS
2''GAS2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS
4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS6''GAS
6''GAS 6''GAS
4''GAS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
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10005015.945206
10015016.455206
10025016.820302
10035016.794302
1004
5016.418
206
1005
5016.624
20610065018.868302
1007
5020.005
302
10085017.2003021009
5016.250
206
1010
5017.572
206
1011
5020.369
302
1012
5017.783
302
1013
5016.339
206
10145017.114206
10155018.048206
10165016.40220610175017.834302
10185018.133302
10195017.085206
10205016.213206
1021
5016.715
206
10225016.144302
10235015.577206
10245015.037206
10255014.857302
10265016.501
302
1027
5014.565
206
10285016.103206
10295016.49230210305015.670206
10315016.757302 10325016.514206
10335014.520206
10345021.042206
1035
5023.163
302
1036
5021.445
206
10375023.602302
1038
5020.096
206
10395022.719302
10405020.441206
10415021.624302
10425019.332206
1043
5021.171
302
10445019.540206
10455020.261302
10465019.634206
10475020.470302
10485022.662302
10495020.785206
10505021.856302
10515022.349302
10525015.033300
1053
5008.807
301
10545008.221201
10555015.543201
10565007.614301
10575005.110301
1058
5009.736
201
10595015.292201
10605015.524300
10615014.603206
10625007.825301
1063
5013.031
30110645018.624300 10655014.250301
10665021.054300
65
5012.881
202
66
5012.903
202
ARBOR HOUSE WEST
FIRELINE PLAN - 1/C2.0
ARBOR HOUSE EAST
FIRELINE PLAN - 2/C2.0
30' PUBLIC UTILITY EASEMENT
PER DOC. NO. 2799101
30' PUBLIC UTILITY EASEMENT
PER DOC. NO. 2799101
BLOCK 14BLACKWOOD ROAD WINTERTHURAVENUECANTERAVENUEVICTORIA
STREET
BENCHMARK
HYDRANT ARROW BOLT
ELEVATION: 5012.86
C1.1
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF 3
604-04
9/4/2025
ELCARBOR HOUSES AT BLACKWOOD GROVESBOZEMAN, MONTANAFIRE LINE PLANSTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D09/04/2025
PLAN SET OVERVIEW, NOTES & LEGEND0 40'80'
SCALE 1" = 40'N
2
LOT 1 PROPERTY LINE (TYP.)
10' FRONT SETBACK
10' PRIVATE UTILITY EASEMENT
LEGEND
SUBJECT PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
SETBACK
EASEMENT
WATER MAIN
W
F
WATER VALVE
WATER CURB STOP
WATER BLOW-OFF
FIRE HYDRANT
FIRE SERVICE LINE
8''W
WATER SERVICE LINEW
F
8''W
8''SS
4''SS
SANITARY SEWER MAIN8''SS
4''SS
ST
SANITARY SEWER SERVICE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM SEWER MAIN
STORM MANHOLE
ST
GAS
ELEC
CURB INLET
STORM CATCH BASIN
GAS LINEGAS
ELEC
COMM
UNDERGROUND ELECTRIC LINE
COMM UNDERGROUND COMMUNICATIONS LINE
ELECTRIC TRANSFORMER / JUNCTION CAN
TELEPHONE BOX
CATCH CURB AND GUTTER
STORM POND / SWALE
CONTOUR LINE
SPOT ELEVATION
EXISTING PROPOSED DESCRIPTION
OSWOSWW VW V
WB
OWB
ODYH HY DSSSS
COCO
STST
TT
[00.00](00.00)
44004400
FINISH FLOOR ELEVATION"FFE"
TOP OF WALL"TOW"
TOP BACK OF CURB"TBC"
FLOW LINE"FL"
EDGE OF ASPHALT"EA"
SIDEWALK"SW"
HIGH-POINT"HP"
LOW POINT"LP"
TRAFFIC DIRECTION ARROW
(NOT A PAVEMENT MARKING)
SNOW STORAGE AREA
SPILL CURB
DROP CURB AND GUTTER
BENCHMARK
HYDRANT ARROW BOLT
ELEVATION = 5012.86 FT (NAVD88)
(W BOULEVARD OF WINTERTHUR AVENUE,
NORTH OF INTERSECTION W/ VICTORIA STREET)
DEVELOPMENT ADDRESS
LOT 1, BLOCK 14
BLACKWOOD GROVES SUBDIVISION, PHASE 2
SW 14, SEC. 24, T2S, R5E OF P.M.M.
(ADDRESSES TO BE DETERMINED)
GENERAL NOTES
1.ALL WORK SHALL CONFORM TO THE APPROVED CONSTRUCTION PLANS, AND THE FOLLOWING SPECIFICATIONS, WHICH
ARE HEREBY INCORPORATED BY REFERENCE:
-MONTANA PUBLIC WORKS STANDARDS & SPECIFICATIONS (MPWSS), SEVENTH EDITION (APRIL 2021)
-CITY OF BOZEMAN D.S.S.P. (MARCH 2020),
-CITY OF BOZEMAN MODIFICATIONS TO MPWSS (AUGUST 2017)
2.NO CHANGE OR MODIFICATION TO THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN
APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEER.
3.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE DESIGN ENGINEER, THE CITY OF BOZEMAN AND THE CONTRACTOR PRIOR
TO INITIATION OF WORK. CONTRACTOR SHALL PROVIDE THE REQUIRED PRE-CONSTRUCTION MATERIALS OUTLINED IN THE CITY OF
BOZEMAN D.S.S.P (MARCH 2020) PRE-CONSTRUCTION MEETING CHECKLIST.
4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE APPROVED
CONSTRUCTION PLANS.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR ACQUIRING ANY NECESSARY PERMITS FOR THE CONSTRUCTION OF THE
PROJECT (STREET CUT PERMIT, ETC.). THE ENGINEER WILL ASSIST WITH PREPARING THE STORMWATER DISCHARGE ASSOCIATED
WITH CONSTRUCTION ACTIVITY PERMIT (SWPPP). IF CONSTRUCTION DEWATERING IS ANTICIPATED, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER, AND THE ENGINEER WILL ASSIST WITH PREPARING THIS PERMIT.
6.THE CITY OF BOZEMAN AND THE PROJECT ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF
CONSTRUCTION.
7.THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES IN THE PROJECT AREA HAVE BEEN SHOWN PER
FIELD INVESTIGATION AND AVAILABLE UTILITY RECORDS, AND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
8.PROPOSED DRY UTILITIES (ELECTRICAL, GAS, COMMUNICATIONS) SHOWN ARE SCHEMATIC. THE FINAL INSTALLED LOCATION OF DRY
UTILITIES ARE TO BE COORDINATED WITH THE UTILITY SERVICE PROVIDER.
2.THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PROJECT
CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND ENSURING THE PROJECT MEETS OSHA REQUIREMENTS.
3.TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED.
4.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY NECESSARY TRAFFIC CONTROL FOR THE PROJECT.
5.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING REGULAR CLEANING OF CONSTRUCTION MATERIAL THAT IS TRACKED ONTO CITY
STREETS ADJACENT TO THE PROJECT SITE.
6.PER CITY OF BOZEMAN STANDARD DRAWING NO. 02221-1 AND SECTION 02221, ALL UTILITIES SHALL BE BEDDED WITH 4-INCHES OF
APPROVED TYPE 1 PIPE BEDDING. PIPES SHALL BE BEDDED TO 6-INCHES ABOVE THE TOP OF PIPE.
FIRELINE NOTES
1.SEE APPROVED WATER AND SEWER MAIN EXTENSION PLANS AND APPROVED SITE PLAN SET FOR THE COTTAGES AT
BLOCK 14 FOR WATER AND SEWER SERVICE SIZES AND LOCATIONS.
2.A MINIMUM OF 6.5' OF COVER SHALL BE PROVIDED OVER ALL WATER MAINS AND SERVICES FROM FINISH GRADE TO THE
TOP OF PIPE. INSULATION SHALL BE PROVIDED OVER ANY PORTION OF THE WATER MAIN OR SERVICE WITH LESS THAN 6.5'
OF COVER.
3.EXISTING WATER MAIN VALVES AND HYDRANTS TO BE OPERATED BY THE CITY OF BOZEMAN STAFF. CONTRACTOR TO
PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE CITY AND ENGINEER. CONTRACTOR TO COORDINATE OPERATION OF
EXISTING VALVES WITH THE CITY OF BOZEMAN.
4.PIPE JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH SECTION 02660 OF THE CITY OF BOZEMAN MODIFICATIONS TO
THE M.P.W.S.S. (AUGUST 2017) AND THE JOINT RESTRAINT TABLE CONTAINED IN THESE PLANS. FITTINGS, THRUST BLOCKS,
VALVE BOXES, AND INSULATION SHALL BE OBSERVED BY THE ENGINEER PRIOR TO BEING BURIED.
5.WATER MAINS ARE TO BE CHLORINATED IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE M.P.W.S.S.
(AUGUST 2017).
6.A FLUSHING AND BACTERIOLOGIC TESTING PLAN SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO TESTING.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PERFORMING BACTERIOLOGIC TESTS WITH THE CITY OF
BOZEMAN. ENGINEER SHALL OBSERVE THE BACTERIOLOGIC TESTS.
7.NO PIPE OR PIPE FITTINGS SHALL CONTAIN MORE THAN 0.25 PERCENT LEAD. ALL MATERIALS SHALL MEET AWWA AND
ANSI/NSF LATEST STANDARDS. WATER SERVICES SHALL NOT USE FLUX OR SOLDERS CONTAINING MORE THAN 0.2
PERCENT LEAD. PIPE FITTINGS FOR SERVICES SHALL NOT CONTAIN MORE THAN 0.25 PERCENT LEAD.
8.POLYETHYLENE ENCASEMENT REQUIRED FOR ALL DUCTILE IRON PIPE INCLUDING FIRE RISER. POLYETHYLENE
ENCASEMENT SHALL MEET THE REQUIREMENTS FOR ANSI/AWWA C105/A21.5, POLYETHYLENE ENCASEMENT FOR DUCTILE
IRON PIPE SYSTEMS. ENCASEMENT SHALL BE V-BIO ENHANCED POLYETHYLENE ENCASEMENT.
9.SECURE POLYETHYLENE ENCASEMENT TO PIPE. ENCASEMENT SHALL BE OVERLAPPED BY 1-FOOT AT JOINTS.
PLAN SET OVERVIEW3SCALE: HORIZONTAL 1"=40'
FIRE SERVICE LINE DETAIL1SCALE: NTS
THRUST BLOCKING DETAIL2SCALE: NTS
AS-BUILT
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W4''SS4''SS4''SS1''W1''W1''W4''SS4''SS4''SS1''W1''W1''W1''W1''WOS
WOSWW V
2''WOSW0+00 0+41
STA 0+20.0 (0.0'R)
EXISTING 8"X4" TEE
STA 0+23.0 (0.0'R)
EXISTING 4" GATE VALVE
2" DOMESTIC WATER SERVICE
ARBOR HOUSE WEST (10-PLEX)
F.F.E.:5022.40
STA:0+36.26
OFF:0.00'R
INSTALL FIRE RISER
STA:0+29.50
OFF:0.00'R
REMOVE EXISTING CAP AND BLOWOFF
AND CONNECT TO EXISTING 4" DIP FIRE SERVICE STUB
EXISTING 8" WATER MAIN
1.08'
2.17'
5010
5015
5020
5025
5030
0+50
1' MIN. 2' MAX.
ABOVE FFE
FLANGED OS&Y VALVE
F.F.E.:5022.40
EXISTING 8" DIP WATER MAIN, 8"X4" TEE
AND 4" DIP FIRE SERVICE STUB
APPROXIMATE EXISTING GRADE
(PRIOR TO BLOCK 14 CONSTRUCTION)
APPROXIMATE FINISHED GRADE
EXISTING 8" PVC SANITARY
SEWER MAIN
8" GATE VALVE
FL ELEV:5012.36
STA 0+23.0 (0.0'R)
STEPPED CONCRETE
SIDEWALK BY OTHERS
THRUST BLOCK PER COB STD DWGS
NO. 02660-1 AND NO. 02660-13
STA:0+29.48
REMOVE 4" CAP AND BLOWOFF
AND CONNECT TO EXISTING
4" DIP FIRE SERVICE STUB
STA 0+36.26
FL ELEV.:5012.42
INSTALL 4" 90-DEGREE VERTICAL BEND
AND 11.2' RISER PIPE
5010
5015
5020
5025
5030
0+50
EXISTING 8" DIP WATER MAIN, 8"X4" TEE
AND 4" DIP FIRE SERVICE STUB
APPROXIMATE EXISTING GRADE
(PRIOR TO BLOCK 14 CONSTRUCTION)
APPROXIMATE FINISHED GRADE
1' MIN. 2' MAX.
ABOVE FFE
EXISTING 8" PVC SANITARY
SEWER MAIN
FLANGED OS&Y VALVE
F.F.E.:5023.50
8" GATE VALVE
FL ELEV:5012.67
STA 0+18.0 (0.0'R)
THRUST BLOCK PER COB STD DWGS
NO. 02660-1 AND NO. 02660-13
STEPPED CONCRETE
SIDEWALK BY OTHERS
STA 0+31.26
FL ELEV.:5012.68
INSTALL 4" 90-DEGREE VERTICAL BEND
AND 10.5' RISER PIPE
STA:0+24.50
REMOVE 4" CAP AND BLOWOFF AND
CONNECT TO EXISTING 4" DIP FIRE SERVICE STUB8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W4''SS4''SS4''SS1''W1''W1''W1''W4''SS4''SS4''SS1''W1''W1''WOSWOS
WW VOSW 2''W0+00 0+50
STA 0+18.0 (0.0'R)
EXISTING 8"X4" GATE
VALVE
STA 0+15.0 (0.0'R)
EXISTING 8"X4" TEE
2" DOMESTIC WATER SERVICE
ARBOR HOUSE EAST (10-PLEX)
F.F.E.:5023.50
INSTALL FIRE RISER
EXISTING 8" WATER MAIN
1.58'1.98'
C2.0
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF 3
604-04
9/4/2025
ELCARBOR HOUSES AT BLACKWOOD GROVESBOZEMAN, MONTANAFIRE LINE PLANSTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D09/04/2025
WATER MAIN PLAN AND PROFILE - MID-BLOCK10'0 20'
1" = 10'SCALEN
3
ARBOR HOUSE WEST FIRE LINE PLAN AND PROFILE1SCALE: HORIZONTAL 1"=10' VERTICAL 1"=3'
JOINT RESTRAINT TABLE
FITTING SIZE (INCHES)RESTRAINED LENGTH (FT)NOTES
90-DEGREE BEND 4"10
GATE VALVE 4"40
10'0 20'
1" = 10'SCALEN
ARBOR HOUSE EAST FIRE LINE PLAN AND PROFILE2SCALE: HORIZONTAL 1"=10' VERTICAL 1"=3'
BTM OF FLANGE 1.21' ABOVE FFE
10.0' RISER PIPE
5014.69'
5012.44'
10.0' RISER PIPE
BTM OF FLANGE 0.67' ABOVE FFE
*DISCUSSED WITH COB DURING CONSTRUCTION
AS-BUILT