HomeMy WebLinkAboutAspen & 5th Ave ImprovementsVICINITY MAPNORTHPROJECT NO:18098.06
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BOZEMAN, MONTANAPREPARED FOR:ASPEN ST & 5T
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RECORD DRAWINGS CITY OF BOZEMANBOZEMAN, MT 59715 121 NORTH ROUSE AVEP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_COVER.dwg, COVER, 7/13/2021 1:57:59 PM, ckramer, 1:1
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RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
ABBREVIATIONS AND LEGENDS
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
C
2
.
1
-
18098_06_COVER.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
N
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PERMEABLE PAVERSP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_COVER.dwg, LEGENDS, 7/13/2021 1:58:01 PM, ckramer, 1:1
15
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ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF
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-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
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RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
ASPEN STREET & 5TH AVENUE - WATER MAIN PLAN AND PROFILE
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
C
5
.
3
-
18098_06_PNP_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_PNP_PROD.dwg, C5.3, 7/13/2021 2:01:24 PM, ckramer, 1:1
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RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
STORM DRAIN & PAVER DETAILS
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
C
7
.
4
-
18098_06_DETAILS.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_DETAILS.dwg, C7.4, 7/13/2021 2:06:56 PM, ckramer, 1:1
VERT. : 1" = 5'
HORIZ. : 1" = 30'
SCALE030
SCALE: 1" = 30'
601530
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RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
OVERALL ELECTRICAL PLAN
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
E
1
.
1
-
18098_06_ELEC_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
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ESTIMATE OF QUANTITIESITEMQUANTUNITESTEACHEACHEACHEACHEACHFTFTFT1/C #6 AWG Copper Wire KEY#6 Pull Box-Composite Type 2 (JB14)Pull Box-Composite Type 1 (JB1-JB13)2" PVC Rigid ConduitCUYD1/C#10 AWG Copper WireString Light1,215LFP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_ELEC_PROD.dwg, E1.1, 7/13/2021 2:11:23 PM, ckramer, 1:1
RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
LIGHTING DETAILS
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
E
1
.
2
-
18098_06_ELEC_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
2
2
'
-
0
"
1
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P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_ELEC_PROD.dwg, E1.2, 7/13/2021 2:11:38 PM, ckramer, 1:1
RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
FIBER OPTIC DETAILS
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
E
1
.
3
-
18098_06_ELEC_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_ELEC_PROD.dwg, E1.3, 7/13/2021 2:11:50 PM, ckramer, 1:1
CONCRETE
LEGEND
CONCRETE PAVERS
LIMITS OF WORK
PLANTING AREAPA
NORTH
0 ##
SCALE:
########
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GENERAL SITE NOTES
1.THE CONTRACTOR SHALL OBTAIN, AT THEIR OWN EXPENSE, APPLICABLE LICENSES, STANDARDS, PERMITS, ETC. WHICH ARE NECESSARY TO
PERFORM THE WORK.
2.THE CONTRACTOR SHALL LOCATE, CLEARLY MARK AND MAINTAIN EXISTING UTILITIES ON THE SITE PRIOR TO WORK START UP. CALL FOR
UTILITY LOCATES PRIOR TO COMMENSING WORK.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND REPAIR OF UTILITIES IF DAMAGED. REPAIR SHALL BE
DONE AT NO ADDITIONAL COST TO THE OWNER
4.ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY DEVIATION FROM THESE PLANS MUST BE
APPROVED BY OWNER OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
5.LIMIT OF WORK IS AS INDICATED ON THE PLANS.
6.COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH OWNER'S REPRESENTATIVE.
DEMOLITION NOTES
1.ALL ITEMS INDICATED FOR REMOVAL AND EXCESS ITEMS SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE, LEGALLY AS PER
SPECIFICATIONS. ITEMS TO BE REMOVED ARE INDICATED ON THE DRAWINGS BUT MAY ALSO INCLUDE: TRASH, RUBBISH, STONES OVER 6” DIA.,
UNDERGROUND PIPING AND OTHER MISCELLANEOUS ITEMS PRESENT.
2.CLEAR AND GRUB AREAS DISTURBED BY NEW CONSTRUCTION. SITE PREPARATION WITHIN AREAS OF TREE PROTECTION FENCING SHALL BE
DONE BY HAND.
3.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING ROADWAYS, WALKS, CURB AND GUTTER, SIGNS, UTILITIES AND
VEGETATION. DAMAGE TO EXISTING FEATURES CAUSED BY CONSTRUCITON ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR’S EXPENSE.
4.IF IRRIGATION ZONES MUST BE DEACTIVATED DURING CONSTRUCTION, MANUALLY WATER ALL AFFECTED LANDSCAPE AREAS TO MAINTAIN A
HEALTHY AND VIGOROUS CONDITION.
5.CONTRACTOR SHALL PROTECT ALL EXISTING TREES TO REMAIN AS INDICATED ON PLANS.
6.CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF LIMIT OF WORK.
7.CONTRACTOR SHALL GRIND ALL EXISTING TREE STUMPS TO 18” BELOW GRADE.
8.CONTRACTOR SHALL STRIP AREAS TO BE DISTURBED OF TOPSOIL (APPROX. 6”) AND STOCKPILE ON SITE, IN LOCATION APPROVED BY OWNER’S
REPRESENTATIVE. ALL STOCKPILES TO REMAIN WEED FREE. RE-SPREAD TOPSOID IN AREAS TO BE SEEDED.
LAYOUT NOTES
1.ALL SITE IMPROVEMENTS SHALL BE FIELD SURVEYED AND STAKED BY CONTRACTOR. RECEIVE OWNER’S REPRESENTATIVE APPROVAL OF STAKED
LOCATIONS OF IMPROVEMENTS PRIOR TO INSTALLATION START-UP.
2.RECEIVE OWNER’S REPRESENTATIVE APPROVAL OF FIANL STAKING BY CONTRACTOR OF ALL CONCRETE FLATWORK PRIOR TO CONSTRUCITON
AND ALL FORM WORK PRIOR TO POURING.
3.ALL DIMENSIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY DEVIATION FROM THESE PLANS MUST BE APPROVED BY
OWNER’S REPRESENTATIVE PRIOR TO CONSTRUCTION.
4.PRIOR TO EXCAVATION, UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED.
5.NOTIFY OWNER’S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCY BETWEEN WRITTEN COORDINATE POINTS/ELEVATIONS AND DIGITAL
INFORMATION.
6.ALL CONTROL JOINTS SHALL BE SAWCUT AND SPACED AS INDICATED ON THE DRAWINGS AND DETAILS. EXPANSION JOINTS SHALL BE PLACED AS
INDICATED ON THE DRAWINGS OR EVERY 80’.
P:
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30'-0"15'-0"30'-0"15'-0"29'-10"15'-2"30'-0"15'-0"30'-0"5'-6"
5'-6"25'-6"15'-0"25'-6"15'-0"25'-6"15'-0"25'-6"15'-0"26'-0"
CONCRETE WALK, RE: CIVIL, TYP.
CONCRETE PAVERS, RE: CIVIL, TYP.
CONCRETE BAND, RE: CIVIL, TYP.
HANDICAP RAMP, RE: CIVIL, TYP.
107'-0"
WEST ASPEN STREET
1
L1.3
STONE SEATWALL MONUMENT SIGN/ART,
BY OTHERS, TYP.
2
L1.3
CONCRETE RETAINING WALL
SITE LIGHTING,
RE: ELEC., TYP.
4
L1.3
WEST ASPEN STREET
5'-6"30'-0"15'-0"30'-0"30'-0"15'-0"33'-8"5'-0"15'-0"
5'-6"30'-0"15'-0"30'-0"15'-0"30'-0"15'-0"33'-8"5'-0"5'-0"
ALIGN PLANTING BED WITH
EDGE OF RAMP, TYP.
ALIGN PLANTING BED WITH
EDGE OF RAMP, TYP.
CONCRETE WALK, RE: CIVIL, TYP.
CONCRETE BAND, RE: CIVIL, TYP.
HANDICAP RAMP, RE: CIVIL, TYP.
1
L1.3
STONE SEATWALL
15'-0"
MONUMENT SIGN/ART,
BY OTHERS, TYP.
SITE LIGHTING,
RE: ELEC., TYP.4
L1.3
NORTH
0 10
SCALE: 1" = 10'
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RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
LANDSCAPE SITE DETAILS
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
L
1
.
3
-
18098_06_LS_SITE_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
S
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FG SECTION 1'-8"2"
4"
SEATWALL CAPSTONE;STONE TYPE: FRONTIER (TO MATCHSIMILAR WALLS ALONG N. 7TH AVE.)MASONRY TIES1" MIN. MORTAREXPANSION JOINT W/ SEALERPLACE STONE VENEER ON CIP CONC.FOOTING AND MORTAR BED MIN 1"COMPACTED SUBGRADE CIP CONCRETE FOOTING
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RECESS MORTAR LINE TO REFLECTDRYSTACK CONDITION, COLOR TO MATCHSTONE VENEEERPLANTING BED SOIL MIXFSSTONE SEATWALLN.T.S.CONC. PAVING36"8"#4 REBAR @ 34" O.C.(3)#4 REBAR @ 12" O.C.HORIZONTAL#4 REBAR @ 12" O.C. BOTH WAYS1ANCHOR ROD14"MININ GROUND MOUNT CONCRETESURFACE FLANGE MOUNT 3" X 6" X 3/8" THICK2 EA. 7/16" SQ. HOLE TYP.SPIKECONCRETENOTES:1.INSTALL BIKE RACKS TO MANUFACTURER'S SPECIFICATIONS.2.COLOR: BLACK POWDERCOAT.3.SURFACE MOUNT.4.SEE SITE PLAN FOR LOCATION.GRADE 1-7/8" STEELTUBINGU-BIKE RACK - MADRAX U24N.T.S.3
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"
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0.87'0.75'
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2.50'
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NOTES
-EASE ALL EXPOSED EDGES
-AVOID SURFACE GRINDING TO
ENSURE SMOOTH HIGH QUALITY
POWDERCOATED SURFACE
-ALL BOLTED CONNECTIONS TO BE
TAMPER RESISTANT
-ALL SIGNAGE IS DOUBLE-SIDED
2"
4"
2"
2"4"
2"
2"
CONCRETE PAD
3/8" STEEL PLATE STIFFENER,
UNFINISHED
-WELD KNIFE PLATE AND BASE
1/4" STEEL KNIFE PLATE
-WELD TO BASE
C5X6.7 STEEL CHANNEL UNFINISHED
12" Ø MIN. CIRCULAR FOOTING
BELOW
ALLOW CLEARANCE FOR WELD AT
KNIFE PLATE (TYP.)
9" Ø X 3/8" STEEL PLATE UNFINISHED
6"X6" STEEL TUBE
1/4" STEEL KNIFE PLATE
-WELD TO 6X6 TUBE
1/4" STEEL KNIFE PLATE, BEYOND
-WELD TO STEEL BASE
3/8" STEEL PLATE STIFFENER,
UNFINISHED
-WELD TO KNIFE PLATE AND
BASE
SIGN REMOVED FOR CLARITY
-SEE 1/A5.1
6"X6" STEEL TUBE, CAP ENDS
POWDER COATED (RAL 1014 IVORY)
1/4" STEEL KNIFE PLATE
-WELD TO 6X6 TUBE
5/8" THRU BOLT (TYP.)
1/4" STEEL PLATE POWDER
COATED (RAL 8011 NUT BROWN)
C5X6.7 STEEL CHANNEL
UNFINISHED
1/4" STEEL KNIFE PLATE
ALLOW CLEARANCE FOR WELD
AT BASE PLATE (TYP.)
3/8" STEEL BASE PLATE
UNFINISHED
CONCRETE PAD
(4) 5/8" X12" ANCHOR BOLTS
(TYP.)
12" Ø MIN CIRCULAR FOOTING
AVORY SELF ADHESIVE VINYL
GRAPHICS A9090-0 (BLACK)
1/4" STEEL PLATE POWDER
COATED (RAL 1014 IVORY)
ALL TREAD ROD WELDED TO
BACK OF SIGN (TYP.)
1/4" STEEL PLATE POWDER
COATED (RAL 1014 IVORY)
- WELD TO 6X6 TUBE
6X6 STEEL TUBE
ALL THREADED ROD
1/4" STEEL KNIFE PLATE
-WELD TO 6X6 TUBE
1/4" STEEL PLATE POWDER
COATED (RAL 1014 IVORY)
1/4" STEEL PLATE POWDER
COATED (RAL 1014 IVORY)
AVORY SELF ADHESIVE
VINYL GRAPHICS A9090-0
(BLACK)
1/4" STEEL PLATE POWDER
COATED (RAL 1014 IVORY)
- WELD TO 6X6 TUBE
6X6 STEEL TUBE POWDER
COATED (RAL 1014 IVORY)
1/4" STEEL KNIFE PLATE
-WELD TO 6X6 TUBE
SECTION PLAN SECTION
FRONT ELEVATION
SIGN ELEVATION
B
D
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B
C
A
C C
B
B
SIGN ELEVATION
SIGN DETAIL
SIGN DETAIL
D
PARK SIGN
N.T.S.
E F G
AVORY SELF ADHESIVE VINYL
GRAPHICS A9210-O (ALMOND)
WESTLAKE BMX PARK
FONT TO MATCH CITY OF
BOZEMAN LOGO FONT
AVORY SELF ADHESIVE VINYL
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RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
PLANTING NOTES & SCHEDULE
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
L
1
.
5
-
18098_06_LS_LAND_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
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P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_LAND_PROD.dwg, L1.5, 7/13/2021 2:16:38 PM, ckramer, 1:1
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RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
PLANTING PLAN
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
L
1
.
6
-
18098_06_LS_LAND_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
PLANTING PLAN L1.6 1 MATCHLINE - THIS SHEET
MATCHLINE - THIS SHEET
P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_LAND_PROD.dwg, L1.6, 7/13/2021 2:16:48 PM, ckramer, 1:1
RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
PLANTING DETAILS
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
L
1
.
7
-
18098_06_LS_LAND_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
VARIES PER TREE SIZE - EXTEND FROM DRIPLINE TO DRIPLINE4'-0"SECTIONNOTES:1.IN AREAS WHERE GRADING EXTENDS INTO EXT TREE DRIPLINES, CONTRACTOR SHALL HAND GRADE.2.REMOVAL OF TREE PROTECTION FENCE DURING CONSTRUCTION WILL RESULT IN A $500 PER INCIDENT, PER DAY FINE TO THE CONTRACTOR.3.TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES.4.ANY DAMAGED FENCE SHALL BE REPAIRED ON A DAILY BASIS.5.DEAD TREES, SHRUBS, OR UNDERGROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. THERE SHALL BE NO SOIL DISTURBANCE UNDER THEDRIPLINE OF THE TREE TO REMAIN.6.BOULEVARD TREE PROTECTION FENCING TO BE ADJUSTED TO REFLECT THE WIDTH OF THE TREE LAWN OR TREE GRATE AREA WHEREPROVIDING FENCING TO THE DRIPLINE EXTENTS IS NOT POSSIBLE.INSTALL 6' T-POST 6' ON CENT
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NOTES:1.REMOVE SPENT FLOWERS PRIOR TO PLANTING.2.LOOSEN ROOT MASS AT BOTTOM OF ROOTBALL.3.STRIP TOP OF ROOTBALL 14" OF SURFACE GROWING MEDIA AND COVERWITH 14" PLANTING MIX PLUS SURFACE MULCH.4.QUANTITY AND SPACING AS NOTED IN PLANT SCHEDULE.SET PLANT ATORIGINAL DEPTHPOTTED PLANTPLANTING SOIL MIXAS SPECIFIEDEXISTING SOIL 3" DEEP MULCHKEEP AWAY FROMCROWN OF PLANTPERENNIAL/GRASS/GROUNDCOVER PLANTINGN.T.S.4
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P:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_LAND_PROD.dwg, L1.7, 7/13/2021 2:16:58 PM, ckramer, 1:1
RECORD DRAWINGS
FILE:
PROJECT NO:
CAD:
QUALITY ASSURANCE:
DRAWING HISTORY
DATE DESCRIPTION
TASK ORDER #MID20-001
IRRIGATION PERFORMANCE SPECIFICATIONS
ASPEN ST & 5TH AVE IMPROVEMENTS
BOZEMAN URBAN RENEWAL DISTRICT
BOZEMAN, MONTANA
L
1
.
8
-
18098_06_LS_LAND_PROD.DWG
CMK
03/06/20 FOR BIDDING
03/27/20
04/01/20
06/05/20
07/14/20
07/24/20
07/31/20
ADDENDUM #1
ADDENDUM #2
FOR CONSTRUCTION
MDT PLAN UPDATES
MDT PLAN UPDATES
MDT PLAN UPDATES
11/25/20 SUBSTANTIAL COMPLETION
18098.06
PART I – GENERAL1.1 RELATED DOCUMENTSA. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION I SPECIFICATION SECTIONS, APPLY TO THIS SECTION.1.2 SUMMARYA. THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, SPECIALTIES, CONTROLS, AND WIRING FOR AUTOMATIC CONTROL IRRIGATION SYSTEM.1.3 DEFINITIONSA. CIRCUIT PIPING: DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS, SPECIALTIES, AND DRAIN VALVES. PIPING IS UNDER PRESSURE DURING FLOW.B. DRAIN PIPING: DOWNSTREAM FROM CIRCUIT PIPING DRAIN VALVES. PIPING IS NOT UNDER PRESSURE.C. IRRIGATION MAIN PIPING: DOWNSTREAM FROM POINT OF CONNECTION TO WATER DISTRIBUTION PIPING TO, AN INCLUDING, CONTROL VALVES. PIPING IS UNDER WATER DISTRIBUTION SYSTEM PRESSURE.D. THE FOLLOWING ARE INDUSTRY ABBREVIATIONS FOR PLASTIC MATERIALS:1. ABS: ACRYLONITRILE BUTADIENE STYRENE PLASTIC2. FRP: FIBERGLASS REINFORCED PLASTIC3. PA: POLYAMIDE (NYLON) PLASTIC4. PE: POLYETHYLENE PLASTIC5. PP: POLYPROPYLENE PLASTIC6. PTFE: POLYTETRAFLUOROETHYLENE7. PVC: POLYVINYL CHLORIDE PLASTIC8. TFE: TETRAFLUOROETHYLENE PLASTIC1.4 PERFORMANCE REQUIREMENTSA. MAKE MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS SUCH AS SIGNS AND LIGHT STANDARDS. MAINTAIN 100 PERCENT WATER COVERAGE OF TURF AND PLANTING AREAS INDICATED.B. MAXIMUM WORKING PRESSURES: THE FOLLOWING ARE MAXIMUM PRESSURE REQUIREMENTS FOR PIPING:1. IRRIGATION MAIN PIPING: 200 PSIG2. CIRCUIT PIPING: 150 PSIG3. DRAIN PIPING: 100 PSIG1.5 SUBMITTALSA. PRODUCT DATA: INCLUDE PRESSURE RATINGS, RATED CAPACITIES, AND SETTING OF SELECTED MODELS FOR THE FOLLOWING:1. WATER REGULATORS2. WATER HAMMER ARRESTERS3. GENERAL DUTY VALVES4. SPECIALTY VALVES5. CONTROL VALVE BOXES6. SPRINKLERS7. IRRIGATION SPECIALTIES8. CONTROLLERS INCLUDE WIRING DIAGRAMS9. CONTROL CABLES INCLUDE SPLICE KITS AND CONDUIT1.6 QUALITY ASSURANCEA. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN MFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE.1.7 DELIVERY, STORAGE, AND HANDLINGA. DELIVER PIPING WITH FACTORY APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE. B. STORE PLASTIC PIPING PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING.1.8 PROJECT CONDITIONSA. INTERRUPTION OF EXISTING WATER SERVICE: DO NOT INTERRUPT WATER SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY WATER SERVICE ACCORDING TO REQUIREMENTS INDICATED:1. NOTIFY LANDSCAPE ARCHITECT NO FEWER THAN TWO DAYS IN ADVANCE OF PROPOSED INTERRUPTION OF WATER SERVICE.2. DO NOT PROCEED WITH INTERRUPTION OF WATER SERVICE WITHOUT LANDSCAPE ARCHITECT'S WRITTEN PERMISSION.1.9 EXTRA MATERIALSA. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED, AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS.1. SPRINKLER UNITS: PROVIDE 5 ROTORS AND 20 SPRAY HEADS FOR EACH TYPE AND SIZE INDICATED.2. EMITTER UNITS: EQUAL TO 10 PERCENT OF AMOUNT INSTALLED FOR EACH TYPE INDICATED, BUT NO FEWER THAN 5 UNITS.3. DRIP TUBE UNITS: EQUAL TO 50 LINEAR FEET.PART 2 – PRODUCTS2.1 PIPES, TUBES, AND FITTINGSA. REFER TO PART 3, "PIPING APPLICATIONS" ARTICLE OF APPLICATIONS OF PIPE, FITTING, AND JOINING MATERIALS.B. STEEP PIPE: ASTM A 53/A 53M, SCHEDULE 40, TYPE S OR E, GRADE A OR B, GALVANIZED WITH THREADED ENDS.1. STEEL PIPE NIPPLES: ASTM A 733, MADE OF ASTM A 53/A 53M OR ASTHMA A 106, SCHEDULE 40, GALVANIZED, SEAMLESS STEEL PIPE WITH THREADED ENDS.C. PVC PIPE: ASTM D 1785, PVC 1120 COMPOUND, SCHEDULE 401. PVC SOCKET FITTINGS, SCHEDULE 40; ASTM D 2466D. PVC PIPE: ASTM D 1785, PVC 1120 COMPOUND, SCHEDULE 401. PVC SOCKET FITTINGS, SCHEDULE 80: ASTM D 24672. PVC THREADED FITTINGS: ASTM D 24642.2 JOINING MATERIALSA. REFER TO DIVISION 2 SECTION "PIPED UTILITIES – BASIC MATERIALS AND METHODS" FOR COMMONLY USED JOINING MATERIALS.2.3 GENERAL DUTY VALVESA. HEAVY-DUTY CAST BRASS GATE VALVE WITH NON-RISING STEM, SOLID WEDGE DISC, AND INTEGRAL SEATS. USE ISOLATION AND MANUAL DRAIN VALVES FOR PIPE 2½-INCH AND SMALLER.1. MANUFACTURERa. LEGEND VALVE SERIES2.4 SPECIALTY VALVESA. PLASTIC AUTOMATIC CONTROL VALVES: MOLDED PLASTIC BODY, NORMALLY CLOSED, DIAPHRAGM TYPE WITH MANUAL FLOW ADJUSTMENT AND OPERATED BY 24-V AC SOLENOID.1. MANUFACTURERa. RAIN BIRD SPRINKLER MFG. CORP.B. QUICK COUPLERS: FACTORY FABRICATED, BRONZE OR BRASS, TWO PIECE ASSEMBLY. INCLUDE COUPLER WATER SEAL VALVE, REMOVABLE UPPER BODY WITH SPRING-LOADED OR WEIGHTED RUBBER COVERED CAP, HOSE SWIVEL WITH ASME B1.20.7, 3/4-11.5NH THREADS FOR GARDEN HOSE ON OUTLET AND OPERATING KEY.1. LOCKING TOP OPTION: VANDAL RESISTANT, LOCKING FEATURE. INCLUDE TWO MATCHING KEYS.2. MANUFACTURERa. RAIN BIRD SPRINKLER MFG. CORP.2.5 CONTROL VALVE BOXESA. CONTROL VALVE BOXES: PE, ABS, OR FIBERGLASS BOX AND COVER WITH OPEN BOTTOM, OPENINGS FOR PIPING AND DESIGNED FOR INSTALLING FLUSH WITH GRADE. INCLUDE SIZE AS REQUIRED FOR VALVES AND SERVICE.B. DRAINAGE BACK FILL: CLEANSED GRAVEL OR CRUSHED STONE GRADED FROM ¾-INCH MINIMUM TO 3-INCH MAXIMUM.2.6 SPRINKLERSA. DESCRIPTION: BRASS OR PLASTIC HOUSING AND CORROSION RESISTANT INTERIOR PARTS DESIGNED FOR UNIFORM COVERAGE OVER ENTIRE SPRAY AREA INDICATED, AT AVAILABLE WATER PRESSURE.1. MANUFACTURERa. RAIN BIRD SPRINKLER MFG. CORP.2. POP-UP SPRAY SPRINKLERS: FIXED PATTERN WITH SCREW TYPE FLOW ADJUSTMENT AND STAINLESS STEEL RETRACTION SPRING.3. POP-UP ROTARY SPRAY SPRINKLERS: GEAR DRIVE FULL CIRCLE AND ADJUSTABLE PART CIRCLE TYPES.2.7 SPRINKLER SPECIALTIESA. APPLICATION PRESSURE REGULATORS: PLASTIC HOUSING WITH CORROSION RESISTANT INTERNAL PARTS AND CAPABLE OF CONTROLLING OUTLET PRESSURE TO APPROXIMATELY 35 PSIG.B. STRAINER/FILTER UNITS: PLASTIC HOUSING WITH CORROSION RESISTANT INTERNAL PARTS; OF SIZE AND CAPACITY REQUIRED FOR DEVICES DOWNSTREAM FROM UNIT.C. EMITTERS: PE OR VINYL BODY1. MANUFACTURERa. RAIN BIRD SPRINKLER MFG. CORP.2. CONTRACTOR TO USE RAIN BIRD XERI-TUBE 700 WITH PC-07 ON SHRUBS AND PC-12 ON TREES. CONTRACTOR IS TO USE DT-025 TUBING WITH TS-025 STAKES AND DBC-025 DIFFUSERS, OR APPROVED EQUAL. CONTRACTOR TO USE ALL NEEDED FITTINGS DESIGNED FOR THIS PRODUCT AND INSTALL TO ALL MANUFACTURERS SPECIFICATIONS.2.8 AUTOMATIC CONTROL SYSTEMA. MANUFACTURER1. RAIN BIRD SPRINKLER MFG. CORP.B. WIRING: UL493, TYPE UF, SOLID COPPER CONDUCTOR, INSULATED CABLE SUITABLE FOR DIRECT BURIAL.1. LOW VOLTAGE, BRANCH CIRCUIT CABLES: NO.14 AWG MINIMUM BETWEEN CONTROLLERS AND AUTOMATIC CONTROL VALVES. PROVIDE ONE EXTRA WIRE TO TWO LOCATIONS OPPOSITE EACH OTHER AT AUTOMATIC REMOTE CONTROL VALVE FURTHEST FROM AUTOMATIC IRRIGATION CONTROLLER.2. FEEDER AND COMMON CIRCUIT CABLES: NO. 12 AWG MINIMUM BETWEEN BUILDING AND CONTROLLERS.3. WIRE COLOR SCHEDULE: CONTRACTOR TO USE INDUSTRY STANDARDS FOR WIRE COLORS AND USE.4. SPLICING MATERIALS: PRESSURE SENSITIVE THERMOPLASTIC TAPE, WATER PROOF SEALING PACKETS OR OTHER WATERPROOF CONNECTORS.C. CONTROL TRANSFORMER: 24-V SECONDARY WITH PRIMARY FUSE.
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IRRIGATION PERFORMANCE SPECIFICATIONP:\18098_06_Bozeman_URD_TO#MID20-001_Aspen_St_Design_Svcs\CADD_C3D\PRODUCTION_DWG\18098_06_LS_LAND_PROD.dwg, L1.8, 7/13/2021 2:17:00 PM, ckramer, 1:1
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HORIZ. : 1" = 30'
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SCALE
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NOTE:
-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE
ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.
-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF
BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.
-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN
THE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS
ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.
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Note:
The Schedule I sewer was installed by this
contractor as a change order to the Aspen St
& 5th Ave Improvements project. It is
provided with these record drawings for
reference. See record drawings for 5th
Avenue Sewer for the remainder of the sewer
project.