HomeMy WebLinkAbout11-26-07_Cemetery Storage Building Site Plan_19492
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SP1
SHEET No. 1
OF 1CEMETARY SHOP IMPROVEMENTS SITE PLANBOZEMAN, MONTANASITE & GRADING/DRAINAGE PLANTHE CITY OF BOZEMANENGINEERING DEPARTMENT20 E. OLIVE -- P.O. BOX 1230BOZEMAN, MONTANA 59771-1230PHONE: (406) 582-2280 -- FAX: (406) 582-2263DRAWN BY: BMH
CHECKED BY: RJM
APPROVED BY: RJM
DATE: 4/04/07
REVISIONSNo.DESCRIPTIONDATE:BY:CITYOFBOZEMNA
G A LATIN C.OLMONTNAA0
Scale: 1"=20
10 20 40
LEGEND
4850
4850
EXISTING GROUND CONTOUR
FINISHED GROUND CONTOUR
EXISTING EDGE OF ASPHALT
EXISTING RIGHT-OF-WAY
OHE EXISTING OVERHEAD POWER
UG GAS EXISTING UNDERGROUND GAS
UG FIBER EXISTING UNDERGROUND FIBER
W W EXISTING WATER MAIN
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED CATCH CURB (02528-1)
PROPOSED SPILL CURB (02528-1)
GENERAL DRAINAGE DIRECTION
EXISTING LANDSCAPING
GENERAL NOTES:
1. ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC
WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, MARCH, 2003 AND THE CITY OF BOZEMAN MODIFICATIONS TO
MPWSS 5TH EDITION DATED MARCH, 2004, WITH ADDUNDUM No. 2 AND THE PROJECT SPECIFICATIONS.
2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES WITH APPROPRIATE PATCHING AS DETERMINED
BY OWNER AND ENGINEER.
3. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. THE
CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING
UTILITIES AND CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN
LOCATION IS KNOWN.
4. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS
EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER. EROSION
SHALL BE CONTROLLED IN ACCORDANCE WITH THE MPDES PERMIT.
5. ALL DISTURBED AREAS DESIGNED ON THE PLANS OR DELINEATED BY THE OWNER OR ENGINEER SHALL BE
SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS.
6. ACCESS FOR OTHER CONTRACTOR(S) WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE
PRESERVED AT ALL TIMES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ANY UTILITY (PHONE/POWER/ETC.)
RELOCATION WITH LOCAL UTILITY COMPANIES.
8. THE CONTRACTOR SHALL NOTIFY ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATIONS. ALL
EXISTING UTILITIES SHALL BE MARKED PRIOR TO DIGGING.
9. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE
CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THEIR EXPENSE.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION TRAFFIC CONTROL.
12. THE CONRTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO
COMMENCEMENT OF WORK.
13. 'FUTURE' IMPROVEMENTS WILL BE COMPLETED AT A LATER DATE AND ARE NOT A PART OF THIS CONTRACT
GRADING NOTES:
1. 'FG' INDICATES "FINISHED GRADE" ELEVATION
2. 'TBC' INDICATES "TOP BACK OF CURB" ELEVATION.
3. EDGE OF ASPHALT ELEVATION = TBC - 0.58' FOR SPILL CURB
4. EDGE OF ASPHALT ELEVATION = TBC - 0.42' FOR CATCH CURB
PROPERTY INFORMATION:
OWNER: CITY OF BOZEMAN
APPLICANT: CITY OF BOZEMAN PARKS & RECREATION DEPT.
ZONING DESIGNATION: PLI (PUBLIC LANDS & INSTITUTIONS)
PARKING TABLE:
BLDG/USE AREA (SQFT) REQ'D PARKING SPACES PROVIDED
EX. OFFICE 320 1.28 2
EX. SHOP 1415 1.415 2
EX. GARAGE 1152 1.152 2
PROP. SHED 1800 1.8 2
FUTURE OFFICE 1020 4.08 5
2 HANDICAP ACCESSIBLE SPACES REQ'D (INCLUDES FUTURE IMPROVEMENTS)
TOTAL PARKING = 13 SPACES W/1 HANDICAP ACCESSIBLE (INCLUDES FUTURE IMP)
NOTE: 8 SPACES W/1 HANDICAP ACCESSIBLE PROVIDED FOR INITIAL IMPROVEMENTS
12"EL = 4842.5
PROVIDE 34"
SLOT WIDTH
18"
EL = 4844.0
6"∅ PVC OUTLET @ 1MIN
OUTLET STRUCTURE NOTES:
1. PROVIDE A 15" I.D. RCP OUTLET STRUCTURE SET A
MINIMUM OF 12" BELOW GRADE (WASHED AGGREGATE
SURFACE) AND FILL WITH CONCRETE TO ELEVATION OF
BOTTOM OF DETENTION BASIN. VERTICAL SLOT (FULL HT.) FOR INLET TO STRUCTURE W/6" PVC PIPE OUTLET
4 :1 P O ND S LOP E 3:1 BACK SLOPE
3/4"
DETENTION POND & OUTLET STRUCTURE DETAIL
NOT TO SCALE
3" ASPHALT
6" OF 1 1/2 " MINUS
8" OF 3" MINUS
CRUSHED BASE COURSE
SUB BASE COURSE
TYPICAL ASPHALT PAVING SECTION DETAIL
NOT TO SCALE
5.4" (0.45')
3/4" TO PER 1' SLOPE
COMPACTED SUBGRADE
6"
1.5"
BASE - 3" MIN.
24"
9.5"
2"
3"R 4"R4"
12"
SUB-BASE COURSE
7.5"
TOPSOIL
(TYP.)
AS REQUIRED
4.5"
9"
CRUSHED GRAVEL
DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
9.5"
6"
1.5"0.5"
3/4" PER 1' SLOPE
3/4"
9.5"
3/4" PER 1' SLOPE 1/2" PER 1' SLOPE
TYPICAL CURB & GUTTER DETAIL, CITY STD DWG. 02528-1
NOT TO SCALE
6'-7 5/8"
CL CL
9 5/8"
2'-11 1/4"
10"
3"
EMBED PIPE IN
CONCRETE, TYP
TYPICAL CONC
SIDEWALK
GALV STEEL
RIBBON STYLE
BIKE RACK
BIKE RACK DETAIL
NOT TO SCALE
FUTURE CURB/GUTTER
EXISTING FENCEx
4852.12
TBC FINISHED GRADE SPOT ELEVATION
x
x
x
x
x
x
x
x
x
xxxxxxxxxx
xxxxx
E
G
OHE
OHEWVUG GASUG-GASOHEOHE
OHE
CEMETERY
SIGN
4843
4853
4853 4853485448 5556 GOLF WAYE X C E ME T E R Y
S H OP B L D G .UG FIBERUG FIBER48464846
E X G AR A G E48504
8
5
0
EX IRRIGATION
WATER VALVES
WSOWWWWWWWWWWWW4848.13
TBC
4847.13
TBC
4849.15
TBC
4848.39
TBC
4845.97
TBC
4846.60
TBC
4846.70
TBC
4847.00
TBC
4845.43
TBC
4845.94
TBC
4846.02
TBC
4846.25
TBC
4845.92
TBC 4845.62
TBC
4845.88
TBC
4845.62
TBC
4845.13
TBC
4844.86
TBC
4844.95
TBC
4844.99
TBC
4844.44
TBC
4844.69
TBC
4844.79
TBC
4844.82
TBC
4845.63
TBC 4844.93
TBC
4845.92
TBC
4845.93
TBC 4845.78
TBC
4845.55
TBC
4845.79
TBC
4845.04
TBC
4846.73
TBC
4846.44
TBC
4846.89
TBC
4847.78
TBC 4846.21
TBC
4848.57
TBC
4847.17
TBC
4849.95
TBC
4848.16
TBC
4849.16
TBC
4849.87
TBC
4852.12
TBC
4852.98
TBC
4853.80
TBC
4854.09
TBC
4853.60
FG
4853.76
FG
4853.63
FG
4853.43
FG
4853.07
FG
4852.56
FG
4851.90
FG
4851.15
FG
4850.41
FG
4849.66
FG
4848.85
FG
4848.23
FG
4852
48524
8
5
1
485148
4
94
8
4
9
4
8
4
8
484848474846
4
8
4
7
4842
48454846484748484849485048514852
4853
4843
4845
4845
48444844 4843
4845
4848
4847
4846
4
8
4
6
4847
48514
85248534
8
5
1
4
8
4
9
485
0
4847
6 0 ' E X . R /W
25'25'PROP. 15'
RETURN RAD TO
EX ASPHALT
PROP. 15'
RETURN RAD
TO EX ASPHALT PROP SHEDFF = 4845.504842.5
4843
4844
DEPRESS CURB & BUILD
SWALE 2' WIDE X 6" DEEP
TO DET POND
PROP. DETENTION POND
VOL AT 1.5' WATER DEPTH = 807 CF
SEE DETAIL THIS SHEET
PROP. OUTLET STRUCTURE
SEE DETAIL THIS SHEET
PROP. CATCH CURB
(TYP)
PROP. SPILL CURB
(TYP)
EX 112" WA T E R S V C
EX 8" DIPPROP CITY STD
CONCRETE
SIDEWALK
E X 6 " D IP
BENCHMARK HYDRANT
'ARROW BOLT'
ELEV = 4855.13
COB DATUM
FUTURE CURB/GUTTER
(TYP)
FUTURE STRIPING
(TYP)
FUTURE CITY STD
ACCESS APPROACH
(PER 02529-12)(TYP)FUTUREOFFICEBLDGD R OP CURBP ER 02 5 2 8-1 DROP CURB PER 02528-1LOC & LENGTH TBD BYPARKS & RECFUT DROP CURBPER 02528-1PROP 4" THICK
CURB WALK
DROP CURB
PER 02528-1
ADA RAMP (TYP)
PROP BIKE RACK
SEE DETAIL
THIS SHEET
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