HomeMy WebLinkAbout16- BID Final Plans - Bozeman Creek Enhancement at Bogert ParkMONTANA
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PROJECTLOCATION
PROJECT VICINITY AERIAL PHOTO
PREPARED BY:
BOZEMAN CREEK ENHANCEMENTAT BOGERT PARKFINAL PLANS
PREPARED FOR:
BOGERTPARK
E. STORY STREET
E. OLIVE STREET
S. BOZEMAN AVENUEPROJECT VICINITY TOPOGRAPHIC MAP
PROJECTLOCATION
CITY OF BOZEMAN121 N Rouse P.O. Box 1230 Bozeman, MT 59771-1230CONFLUENCE CONSULTING, INCPO BOX 1133 BOZEMAN, MT 59771
PROJECTLOCATION
SHEET INDEX
DATE: 7/6/16
C1. EXISTING CONDITIONS SITE PLANC2. SITE UTILITY AND TREE REMOVAL PLANC3. SITE GRADING PLANC4. CHANNEL PLAN AND PROFILEC5. HIGH FLOW SWALE PLAN AND PROFILEC6. BRIDGE SITE PLAN AND CROSS SECTIONSC7. ROCK REVETMENT AND RIFFLE/RUN ROCK PLAN C8. EROSION CONTROL/STORMWATER POLLUTION PREVENTION PLANC9. DETAILSC10. DETAILSC11. DETAILSC12. DETAILSC13. CROSS SECTIONS
LA101. PARK SITE PLANLA102. SITE ENLARGEMENTLA103. SITE ENARGEMENTLA104. SITE ENLARGEMENTLA105. SITE ENLARGEMENTLA301. SITE SECTIONSLA501. SITE DETAILS
A0.2. NOTESA1.1. SITE PLANA2.1. PLANSA2.2. ENLARGED PLANA3.1. ELEVATIONSA4.1. SECTIONSA4.2. SECTION DETAILS
S1.1 GENERAL NOTESS1.2 TYP. CONCRETE DETAILSS2.1 BRIDGE FRAMING PLANS3.1 BRIDGE FRAMING DETAILS
SITE AND CHANNEL PLANS
BRIDGE ARCHITECTURAL PLANS
LANDSCAPE AND PARK PLANS
BRIDGE STRUCTURAL PLANS
EXISTINGCONDITIONSSITE PLANSHEET:C1BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTGENERAL NOTES1.SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASED ON MAPS PROVIDED BY TD&HENGINEERING AND SURVEYING. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESEPLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLYPRIOR TO BEGINNING CONSTRUCTION.2.HORIZONTAL DATUM: LOCAL COORDINATE SYSTEM SHOWN AS GROUND DISTANCES. THE COORDINATESHAVE BEEN SCALED WITH A FACTOR OF 1.000571106 FROM GRID OF THE MONTANA STATE PLANCOORDINATE SYSTEM AT THE ORIGIN N=0.00, E=0.00. THE SCALE FACTOR FROM GROUND TO SPCSCOORDINATES IS 0.99942922.3.VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988.4.MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKESWHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OFACCURACY AS THE ORIGINAL MONUMENTS IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.5.STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS ANDON-SITE STORAGE OF MATERIALS.6.PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AND SAFETY AT ALL TIMES.7.EXISTING FEATURES AND UTILITIES ARE SHOWN ON THE PLANS BASED ON INFORMATION AVAILABLE ATTHE TIME THE PLANS WERE PREPARED. SHOULD UNIDENTIFIED UTILITY OR SERVICE ELEMENTS BEENCOUNTERED, NOTIFY THE ENGINEER AND THE APPROPRIATE UTILITY OWNER IMMEDIATELY.8.ACCESS TO THE GENERAL SITE, AND TO SPECIFIC WORK AREAS SHALL BE LIMITED TO THE LOCATIONSSHOWN ON THE PLANS.EXISTING CONDITIONS SITE PLAN1C1LEGEND30015SCALE IN FEET15
GE E E E ETTT TTEEEEESSSSSSSSS SSSIRR
XXG G
G
ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR4825482
5
4824
48
2
3
48
2
2 482248234820
4827
4828482948303+004+005+00
6+00
7+00
8+00
9+00
0+00
1+00
2+0
0
2+
9
0
4
8
2
1
4822
48264
8
2
5 4819.348264818481748194822IR
R
IRRIRRIRRIRRIRRIRREXISTING UNDERGROUND POWER LINE TO MASONRYBUILDING TO REMAINNEW LOCATION OF POWERPOLE BEING RELOCATEDAPPROXIMATE LOCATIONOF EXISTING POWER POLETO REMAINEXISTING UNDERGROUND POWERLINE TO LIGHT POLE TO REMAINCONTRACTOR MAY BE ABLE TO REUSE EXISTING POWERLINE TO NEW JUNCTION BOXTO PROVIDE POWER TOEXISTING LIGHT POLEINSTALL NEW 2" IRRIGATION PIPE WITHCONNECTIONS TO EXISTING PIPEAT EACH END AND 4-45 DEGREE BENDSRELOCATE EXISTINGPOWER POLEREMOVE EXISTINGELECTRICAL LINESPROVIDE NEWJUNCTION BOXNEW OVERHEAD ELECTRICAL LINENEW WATER VALVEEXISTING WATERLINE AND VALVETO REMAINRELOCATE GUY WIRE TOAVOID INTERFERENCEWITH SIDEWALKLEGENDNEW OVERHEAD ELECTRICNEW IRRIGATION LINENEW JUNCTION BOXRELOCATED / NEW POWER POLEOHEIRRPNEW WATER VALVEUTILITY PLANEXISTING TREES TO REMAIN UNDISTURBEDEXISTING TREES TO BE REMOVED DURING CONSTRUCTIONTREE REMOVAL PLAN20010SCALE IN FEET10IRRIGATION NOTES:1. BURY NEW IRRIGATION PIPE TO MATCH DEPTH OF EXISTING PIPES.2. RECONNECT ALL LATERALS, BRANCHES, VALVES, DRAINS, CONTROLS, ETC. TO REESTABLISH IRRIGATION SYSTEM AS IT CURRENTLYOPERATES.3. REMOVE AND DISPOSE OF EXISTING IRRIGATION PIPE, VALVES, CONTROLS, ETC BETWEEN TWO CONNECTION POINTS.4.INSTALL NEW VALVES, CONTROLS, PIPE, FITTINGS, DRAINS, AND INCIDENTALS NECESSARY FOR SYSTEM TO OPERATE AS IT DOES PRIORTO CONSTRUCTION.5.ALL WORK TO BE PERFORMED IN ACCORDANCE WITH CURRENT PLUMBING CODE ADOPTED BY THE CITY OF BOZEMAN.6. ALL IRRIGATION PIPES AND FITTINGS SHALL MEET SPECIFICATIONS IN PROJECT MANUAL.7.ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRATOR TOREPAIR. UPON COMPLETION OF THE PROJECT, ALL IRRIGATION MATERIALS AND INSTALLATIONS WILL BE INSPECTED BY THE CITY OFBOZEMAN PARKS DEPARTMENT OPERATIONS SUPERINTENDENT.ELECTRICAL NOTES:1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH CURRENT ELECTRICAL CODE ADOPTED BY THE CITY OF BOZEMAN.2. CONTRACTOR TO PROVIDE ALL EQUIPMENT, MATERIALS, LABOR, AND INCIDENTALS TO RELOCATE EXISTING POWER POLE AND RECONNECTPOWER TO SUPPLY EXISTING FIXTURES AND FEATURES. THE EXISTING POLE SERVES THE EXISTING LIGHT POLE TO THE EAST (NEAR THEPARKING LOT), THE MASONRY BUILDING NEAR THE SOUTHWEST CORNER OF THE PAVILION AND POTENTIALLY OTHER LOCATIONS.3. CONTRACTOR TO COORDINATE WORK WITH NORTHWESTERN ENERGY. ANY CONNECTION FEES, SERVICE CHARGES AND/OR WORK THATMUST BE COMPLETED BY NORTHWESTERN ENERGY SHALL BE PAID FOR BY THE CONTRACTOR AS PART OF THE BID FOR THIS PROJECT.SITE UTILITYAND TREEREMOVALPLANSHEET:C2BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TT
GE E E E ETTT TTEEEEEXXG G
G CONSTRUCTFLOODPLAIN FILL TOEXISTING WEST BANKSEEPOOL #1PROPOSED ACCESSSEE LA102POOL #2PROPOSED CHANNELTOP OF BANKPOOL #3EXISTING CONCRETEBLOCK TO BE REMOVEDPOOL #4CONSTRUCTCOBBLE BOTTOMPOOLEXTENT OF GRADINGSTA 3+21 - PROJECT EXTENT4825482
5
4824
48
2
3
48
2
2 482248234820CHANNEL REGRADE- SEE PROFILE C4(4822.16)(4821.79)(4821.27)(4820.95)(4820.56)(4820.52)(4820.37)(4820.20)(4819.96)(4821.90)(4821.46)(4821.75)(4821.52)(4821.35)(4821.13)(4820.79)(4820.45)(4819.73)PROPOSED RAIN GARDENSEE DETAIL4827
482848294830(4825.00)(4824.70)(4820.57)(4821.37)(4820.85)(4821.56)(4823.91)(4822.95)(4822.19)(4825.18)(4825.30)(4826.18)(4826.44)(4826.49)(4829.29)(4830.18)(4830.88)(4830.88)(4830.00)(4829.40)PROPOSED PLAYGROUNDSEE SHEET LA105 FOR DETAILSTIE IN TRAIL TO MATCHEXISTING GRAVEL ELEVATIONEXTENT OF GRADING(4825.20)(4826.66)(4826.42)MATCH ELEVATIONS OFEXISTING GROUND FORPLAYGROUND EXPANSIONPROJECT BOUNDARY3+004+005+00
6+00
7+00
8+00
9+00 (4818.36)2C9SEE C6 FOR BRIDGE AND APPROACHGRADING DETAILS0+00
1+00
2+0
0
2+
9
0
1C10 1C102C102C10
3
C10
3C10
4C10
4
C10
5C
1
0
5C10
7
C10
7
C10
8
C10
8C10
6C10
6
C10
4
8
2
1
4822
48264
8
2
5 4819.3REMOVE SIDEWALKSEE C6 FOR BRIDGE ANDAPPROACH GRADING DETAILS482648184817481948223C104C10VEGETATED HIGHFLOW CHANNELCONSTRUCT COBBLEBOTTOM POOL(4830.88)SITEGRADINGPLANSHEET:C3BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTNOTES1.ELEVATIONS PROVIDED ARE TO FINISH GRADE UNLESS NOTED OTHERWISE.2.SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.3.EXISTING SITE GRADING FLOW PATTERNS/DIRECTIONS SHALL BE MAINTAINED UNLESS OTHERWISE INDICATED ON THE PLANS.4.GRADING OF UPPER BANK SIDE SLOPES OF CHANNEL AND HIGH FLOW SWALE SHOULD BE PERFORMED TO PROVIDE A NON-UNIFORMED SLOPE WITHA "NATURAL" APPEARANCE.SITE GRADING AND DRAINAGE PLAN1C220010SCALE IN FEET10
48154820482548304815482048254830NELSONPROPERTYEND CHANNEL MEANDERSTA 7+00EXISTING GROUNDNELSONPROPERTYHIGH FLOW SWALE FLOWLINEDOWNSTREAM TIE IN TOEXISTING CHANNEL BEDSTA 4+83BED EL: 4817.75'BEGIN CHANNELMEANDERSTA: 5+00UPSTREAM TIE INTO EXISTINGSTREAM BEDSTA: 7+22BED EL: 4821.04'BEGIN EAST BANKRESTORATIONSTA: 3+30BEGIN CHANNEL REGRADESTA: 3+21EL: 4816.36'END CHANNEL REGRADESTA: 4+38EL: 4817.45'UPSTREAM TIE IN TOHIGH FLOW SWALESTA: 9+08B
E
D
E
L
:
4
8
2
3
.
1
'
CENTERLINE OF
PROPOSED BRIDGE
STA 7+95
LOW BEAM EL: 4829.50'TRANSITION LEFT TOP OF BANK HEIGHT FROM 5+72 (1.6' ABOVE BED) TO 6+60 (2.0' ABOVE BED)TRANSITION LEFT TOP OF BANKFROM 5+35 (2.0' ABOVEBED) TO 5+72 (1.6'ABOVE BED)BED ELEVATION - RIFFLESAVERAGE RIFFLE SLOPE - POOLS AND RUNSRIGHT TOB = 1.6' ABOVE BEDFROM STATION 6+36 - 7+00TRANSITION RIGHT TOP OF BANKFROM 2.0' TO 1.6' ABOVE BEDBETWEEN STA 6+31 TO 6+362.0'
2.0'
POOL 1
POOL 2
POOL 3
POOL 43+254817.074816.384817.594816.624817.514816.854+004817.444817.094817.364817.334817.454817.524817.784817.685+004818.184817.994821.554818.33
4825.25
4818.68
4825.63
4819.02
6+004825.98
4819.36
4825.97
4819.71
4824.33
4820.05
4820.67
4820.40
7+004820.27
4820.74
4820.62
4821.05
4820.97
4821.08
4821.31
4821.41
8+004821.79
4822.14
4822.31
4822.86
4822.82
4822.98
4822.86
4823.05
9+004823.05
4823.13
9+254823.10 0.95%0.62%1.38%0.11%2.91%0.29%DO NOT DISTURBEXCEPT FOR REMOVALOF CONCRETE BLOCKFROM CHANNEL1.6'PROFILE LEGENDEXISTING GROUNDPROPOSED RIFFLE SLOPEPROPOSED CHANNEL BEDPROPOSED RIGHT TOP OF BANKPROPOSED LEFT TOP OF BANKPROPOSED HIGH FLOW SWALE BED4817.004817.00
CHANNELPLAN ANDPROFILESHEET:C4BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTELEVATIONS SHOWN AT BOTTOM OF PROFILE IN LIGHT COLOR AREEXISTING GROUND. ELEVATIONS SHOWN IN BOLD ARE THE PROPOSEDRIFFLE SLOPE ELEVATION. ELEVATIONS AT POOL AND RUNS AREPROVIDED IN TABLE 1 - SHEET 9.CHANNEL REALIGNMENT SITE PLAN1C4CHANNEL REALIGNMENT PROFILEHORIZONTAL SCALE : 1" = 20'VERTICAL SCALE: 1" = 2'2C420010SCALE IN FEET10
48164820482548304816482048254830END HIGH FLOW SWALES
T
A
:
2
+
7
8SWALE INVERT EL: 4825.20'BEGIN HIGH FLOW SWALESTA: 0+20SWALE INVERT EL: 4821.85'1.30%EXISTING GROUNDCENTERLINE OF
PROPOSED BRIDGE
STA 1+65
LOW BEAM EL: 4829.50'ROCK GRADE CONTROL ATDOWNSTREAM TIE IN WITH CHANNELSEE DETAILSCENTERLINE OF ROCK GRADE CONTROLS
T
A
:
1
+
6
5SEE SHEET C6 FOR DETAILS0+004824.414820.064826.344821.914826.874822.22
4826.90
4822.54
1+004826.60
4822.87
4826.68
4823.20
4826.93
4823.52
4827.64
4823.85
2+004828.02
4824.18
4828.47
4824.50
4828.01
4824.83
4826.76
4825.16
3+00SWALE BED1C76C10PROPOSED BOTTOM OF ROCK REVETMENTSEE TABLE 2 / SHEET 9 FOR ELEVATIONSPROFILE LEGENDEXISTING GROUNDPROPOSED RIFFLE SLOPEPROPOSED CHANNEL BED4817.004817.00
HIGH FLOWSWALE PLANANDPROFILESHEET:C5BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTHIGH FLOW SWALE SITE PLAN1C5HIGH FLOW SWALE CENTERLINE PROFILEHORIZONTAL SCALE : 1" = 20'VERTICAL SCALE: 1" = 2'2C5ELEVATIONS SHOWN ON PROFILE IN LIGHTCOLOR ARE EXISTING GROUND. ELEVATIONSSHOWN IN BOLD ARE FINISHED BEDELEVATIONS.20010SCALE IN FEET10
48154820482548304835481548204825483048350-10-20-30-4001020304050607080901001105.1 INSTALL 8" TOPSOILTYPE A EROSIONCONTROL FABRICINSTALL TYPE B ROCK5%INSTALL TYPE A ROCK11.5132.0INSTALL TYPE 1 GEOTEXTILE FABRICINSTALL TYPE 1 GEOTEXTILE FABRICPLACE EARTHEN FILL AND COMPACT TO MIN.95% MAX DRY DENSITY FOR APPROACHRESTORE CHANNEL BED TO EXISTINGELEVATIONS USING EXCAVATEDGRAVEL/COBBLE FROM CHANNELCONSTRUCT TRAIL - SEE DETAILINSTALL SIDEWALKPER COB STANDARDDRAWING NO. 2517-17BRIDGE DECK EL: 4830.88'BRIDGE LOW BEAM EL: 4829.50'MIN 12.0'INSTALL 8' WIDE BRIDGESEE BRIDGE PLANS FOR DETAILSINSTALL CONCRETE ABUTMENTSSEE STRUCTURAL DETAILS10.0'2.012BOTTOMROCK EL: 4818.2'7LA501PLACE EARTHEN FILL AND COMPACT TO MIN.95% MAX DRY DENSITY FOR APPROACH12XXXXXG GGGGGGG
482448234827482848294830(4830.18)(4830.88)(4830.00)(4829.40)(4826.42)8+00INSTALL 8' WIDE CONCRETE TRAIL INACCORDANCE WITH COB STANDARDDRAWING NO. 2529-17TIE INTO EXISTINGSIDEWALK4
8
2
5
2C62C64825
4825
4825 INSTALL ROCK REVETMENT ONBANKSEE DETAIL 15.0
18.0
48
2
8
4828
4822
4823
1+002+008.0 5.0'
5.0'
3
C6
3
C6
4826482648227LA501(4830.88)RELOCATE GUY WIRE TOAVOID INTERFERENCEWITH SIDEWALKINSTALL 5' WIDE SIDEWALK INACCORDANCE WITH COB STANDARDDRAWING NO. 2529-15R5.0'R2.0'MATCH EXISTINGCONCRETE EDGESAWCUT ASPHALT ON WEST EDGEOF SIDEWALK ONLY - MATCHGRADE OF EXISTING ASPHALT8.0'5.0'48154820482548304835180170160150140INSTALL 8" TOPSOILINSTALL TYPE B ROCK1.30%INSTALL TYPE 1 GEOTEXTILE FABRIC12481548204825483048355.05.012STA 1+65
BED EL: 4823.71'8.0BRIDGE SITEPLAN ANDCROSSSECTIONSHEET:C6BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTBRIDGE SITE PLAN1C6BRIDGE CENTERLINE CROSS SECTIONSCALE : 1" = 10'2C6NOTES:1.) EXISTING CONTOURS SHOWN WITHIN CHANNEL ARE FOR REPRESENTATION ONLY.ACTUAL ELEVATIONS INC CHANNEL MAY DIFFER2.)SEE BRIDGE PLANS FOR DETAILS OF BRIDGE CONSTRUCTION3.) SEE STRUCTURAL PLANS FOR DETAILS OF BRIDGE ABUTMENT AND PIERSHIGH FLOW SWALE GRADE CONTROL PROFILESCALE : 1" = 10'3C6NOTES1.CONSTRUCTION OF BURIED REVETMENT AT BRIDGECROSSING THE HIGH FLOW SWALE SHALL MATCHELEVATIONS AND ALIGNMENT OF BURIED REVETMENTON EAST BANK OF HIGH FLOW SWALE2.GRADE CONTROL ROCK SHALL EXTEND UP WESTBANK A MINIMUM OF 1'.1005SCALE IN FEET5
ROCKREVETMENTANDRIFFLE/RUNROCK PLANSHEET:C7BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTROCK REVETMENT AND RIFFLE/RUN ROCK PLAN1C7NOTES:1.) FLOODPLAIN SHALL BE OVER-EXCATED TO A DEPTH 2.66' FEETBELOW FINISHED GRADE TO ALLOW FOR PLACEMENT OF 2' OF TYPE CROCK AND PLACEMENT OF 8" OF TOPSOIL.2.) RIFFLES AND RUNS SHALL BE OVER-EXCAVATED TO A 2' BELOWFINISHED GRADE TO ALLOW FOR PLACEMENT OF A 2' THICK LAYEROF TYPE C ROCK. TOP OF ROCK ELEVATIONS ARE SHOWN ONCHANNEL BED PROFILE.3.)IN HIGH FLOW SWALE, INSTALL TYPE C ROCK IN LOCATIONS SHOWNON PLAN. TOPSOIL SHALL BE PLACED AND COMPACTED AROUNDLOCATION WHERE ROCK WILL BE INSTALLED AND EROSION CONTROLFABRIC SHALL BE PLACED OVER ENTIRE SWALE BED IN ACCORDANCEWITH SHEET C8. ROCK SHALL BE INSTALLED ON TOP OF EROSIONCONTROL FABRIC.20010SCALE IN FEET10
EROSIONCONTROL /STORMWATERPOLLUTIONPREVENTIONPLANSHEET:C8BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTEROSION CONTROL AND STORMWATERPOLLUTION PREVENTION PLANSCALE : 1" = 30'1C8NOTES:1.) CONTRACTOR SHALL ADHERE TO DEQ GENERAL PERMIT FOR STORM WATER DISCHARGESASSOCIATED WITH CONSTRUCTION ACTIVITY AND ASSOCIATED SPECIFICATIONS OFAPPROVED STORMWATER POLLUTION PREVENT PLAN. IF ALTERANTIONS TO PLAN ARENECESSARY, CONTRACTOR IS TO CONTACT ENGINEER.2.)AREAS SHOWN AS TEMPORARY SOIL STOCKPILE SHALL BE USED FOR THE TEMPORARYSTORAGE OF TOPSOIL, EXCAVATED SOILS TO BE HAULED OFFSITE, AND IMPORTEDSOILS/ROCK TO BE USED FOR CONSTRUCTION.3.)ALL EQUIPMENT / TRUCKS LEAVING THE SITE SHALL AVOID TRACKING TRACKING SEDIMENTOFF SITE.
POOL
CHANNEL BED PROFILE-10-505100+000+100+200+300+400+500+600+700+800+901+00211020300-10-20-30-40010200-10-20-30-401020-20-30-40010200-108.0SECTION A-A'SECTION B-B'SECTION C-C'TWPOINT BARSLOPE = 15%-25%TWTW3'-5'D= HEAD
OF POOL
A= HEAD
OF RIFFLE
A= RIFFLECREST
POOLE= HEAD
OF RUN
B= POOL
BOTTOM
C= POOL
BOTTOM
RUN4% MAXRIFFLE1.38%1V:8H MIN01V:8H MIN10-105-515-10-50105150+000+100+200+300+400+500+600+700+800+901+00RUNRIFFLE +A+B+C+E+A15%-25%AA'BCB'C'010-105-5151TYPICAL CHANNEL GEOMETRY OF RIFFLE, RUN, POOLC9PLANSCALE: 1"=10'TLB++++++TRBDRAINAGEAGGREGATEGEOTEXTILE ENVELOPE1.0
2.0MIN0.5' MINCOVERFINISHED GRADEAMENDED SOILCREEK0.5 SUBSURFACE GRAVEL DRAINBOTTOMFINISHEDGRADE5% MIN SLOPECONNECT DRAIN TO NEWROCK TOE IN REALIGNEDSTREAM4H:1V (TYP.)UNDISTURBED NATIVE SOILAMENDED SOILFINISHEDGRADE1LA102FOR PLANTING DETAILSEE SHEET2.00'
MIN
AA'SEED WITH WETLANDSEED MIXDESCRIPTIONSTATION(FT)RIFFLESLOPE EL(FT)LEFT BANKRIGHT BANKTW (FT)TLB EL (FT)TOP OF ROCKREVETMENT EL(FT)BOTTOM OFROCKREVETMENT (FT)OFFSET(FT)TRB EL(FT)TOP OF ROCKREVETMENT EL(FT)BOTTOM OFROCKREVETMENT(FT)OFFSET(FT)BEGIN REVETMENT #1 (RB)3304816.43NANANANA4818.954817.954813.4313.3NA3504816.62NANANANA4819.084818.084813.6211.9NA3754816.85NANANANA4819.254818.254813.8512.1NA4004817.09NANANANA4819.414818.414814.0912.5NA4254817.33NANANANA4819.584818.584814.3313.2NA4504817.52NANANANA4819.744818.744814.5214.0NAREGIN REVETMENT #2 (LB)4604817.59NA4818.84814.59-8.84819.84818.84814.594754817.68NA4818.94814.68-8.04819.94818.94814.6814.8NAEND REVETMENT #1 (RB)4804817.724819.954818.954814.72-8.04819.954818.954814.7214.922.95004817.994819.994818.994814.99-8.14819.994818.994814.9915.323.4END REVETMENT #3 (RB)5254818.334820.334819.334815.33-12.84820.334819.334815.3312.825.6BEGIN TRANSITION (TLB)5354818.464820.464819.464815.46-13.04820.464819.464815.4612.925.8END REVETMENT #2 (LB)5404818.544820.514819.544815.54-12.64820.564819.544815.5412.725.45504818.684820.534819.684815.68-12.24820.74819.684815.6812.925.1END/BEGIN TRANSITION (TLB)5724818.984820.64819.984815.98-11.94821.014819.984815.9813.925.85754819.024820.654820.024816.02-11.94821.044820.024816.0214.025.86004819.364821.14820.364816.36-13.14821.384820.364816.3613.626.86254819.714821.564820.714816.71-13.24821.724820.714816.7112.025.2BEGIN TRANSITION (TRB)6314819.794821.674820.794816.79-13.14821.84820.794816.7912.325.4BEGIN TRANSITION (TRB)6364819.864821.774820.864816.86-13.04821.474820.864816.8612.525.5BEGIN REVETMENT #4 (LB)6454819.984821.924820.984816.98-12.34821.594820.984816.9813.525.86504820.054822.014821.054817.05-12.04821.654821.054817.0514.126.0END TRANSITION (TLB)6604820.194822.194821.194817.19-12.24821.794821.194817.1914.326.56754820.44822.44821.44817.4-12.648224821.44817.414.026.6END REVETMENT #4 (LB)6904820.64822.64821.64817.6-13.14822.24821.64817.612.525.6END REVETMENT #3 (RB)7004820.754822.754821.754817.75-12.04822.354821.754817.759.921.9DESCRIPTIONSTATION(FT)FINISHEDBED EL (FT)TOP OF ROCKREVETMENT EL(FT)BOTTOM OF ROCKREVETMENT EL (FT)OFFSET(FT)BEGIN SWALE REVETMENT154821.84821.034817.0514.0254821.934822.934817.259.6504822.224823.224817.46.0754822.524823.524817.586.01004822.874823.874817.786.01254823.24824.24817.976.0BEGIN BRIDGE REVETMENT1434823.444824.444818.216.01504823.524824.524818.366.01754823.854824.854818.96.0END BRIDGE REVETMENT1824823.954824.954819.066.02004823.934824.934819.446.02254824.54825.54819.936.02504824.834825.834820.046.0END SWALE REVETMENT2784825.24826.24820.186.0PoolA = Riffle CrestB = Pool Bottom DSC = Pool Bottom USD = Head of PoolD = Head of RunStationElevationOffsetStationElevationOffsetStationElevationOffsetStationElevationOffsetStationElevationOffset#14834817.750.005024816.00-0.605064816.00-0.905164817.75-1.405314818.40-1.30#25484818.654.605734816.805.605784816.805.405914818.651.106184819.600.00#36484820.02-3.806764818.00-3.506824818.00-4.006964820.02-2.607224821.040.00#48494823.000.298734821.250.008774821.250.008944822.820.009004823.050.00BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTDETAILSC9RAIN GARDEN SOIL PROFILE75% CONSTRUCTION SAND10% TOPSOIL W/MAXIMUM 5% CLAY CONTENT15% ORGANIC MULCH APPROVED BY LANDSCAPE ARCHITECTRAIN GARDEN SOIL AMENDMENTS1.) RAIN GARDEN TO BE CONSTRUCTED TO ENGINEERED SPECIFICATIONS PRIOR TOLANDSCAPE SOIL AMENDMENTS2.)ALL AMENDMENTS ARE TO BE EVENLY DISTRIBUTED THROUGHOUT THE SOILPROFILE TO MINIMUM DEPTH OF 24" THROUGHOUT THE PROFILE3.)RAIN GARDEN SOIL AROUND ALL PERENNIALS AND GRASSES SHALL HAVE RAINGARDEN SOIL AMENDMENTS TO A MIN. DEPTH OF 24" AND 3X THE WIDTH OFROOT BALL AT TIME OF PLANTING4.)RAIN GARDEN SOIL AROUND ALL SHRUBS SHALL HAVE RAIN GARDEN SOILAMENDMENTS TO MIN. DEPTH OF 24" AD 3X THE WIDTH OF THE ROOT BALL ATTIME OF PLANTING5.)RAIN GARDEN SOIL AROUND ALL TREES SHALL HAVE RAIN GARDEN SOILAMENDMENTS TO MIN. DEPTH OF 48" AND 4X THE WIDTH OF THE ROOT BALL ATTIME OF PLANTING6.)RAIN GARDEN TO HAVE A DEDICATED IRRIGATION ZONE IN ORDER TO CONTROLWATERING DURING PERIODS OF DROUGHT2C9GEOTEXTILE ENVELOPE SHALL INCLUDE A FULL WIDTH OVERLAPAT THE TOP. GEOTEXTILESHALL BE CONTECH C-35NW, MIRAFI 140NC, ADS 4000, ORAPPROVED EQUIVALENT.DRAINAGE AGGREGATE SHALL BE WASHED OR SCREENEDGRAVEL CONFORMING TO THEFOLLOWING GRADATION.SIEVE SIZEPERCENT PASSING1 1/2-INCH1003/4-INCH75-953/8-INCH10-20NO. 4 0-5RAIN GARDEN CROSS SECTIONSECTION A-A'1"=3'1"=1'LEGENDTW = TOP WIDTH OF CHANNELLB = LEFT BANKRB = RIGHT BANKTLB = TOP OF LEFT BANKTRB = TOP OF RIGHT BANKTABLE 1: STATIONS/ELEVATIONS FOR CHANNEL REALIGNMENT AND BANK STABILIZATIONTABLE 2: STATIONS/ELEVATIONS FOR HIGH FLOW SWALEALIGNMENT AND ROCK REVETMENTTABLE 3: STATIONS/ELEVATIONS FOR POOL CONSTRUCTIONNOTES:1.)OFFSET IS BASED ON ALIGNMENTSTATIONING FACING DOWNSTREAM
NOTES:1.) CONTRACTOR SHALL EXCAVATE TO CHANNELBED DEPTH AND NOTIFY ENGINEER FORINSPECTION OF MATERIAL. ENGINEER TODETERMINE IF NATIVE SUBSTRATE IS SUITABLE FORCHANNEL BED2148104815482048254830481048154820482548301020304050600-10-20-30-40-50-6048104815482048254830481048154820482548304835102030405060700-10-20-30-40-50-604810481548204825483048354810481548204825483048350102030405060700-10-20-30-40-50-60481048154820482548304835481048154820482548304835102030405060-20-30-40-50-604810481548204825483048354810481548204825483048351020300-10-20-30-40-50-60-70EXISTINGGROUNDEXISTING GROUNDINSTALL ROCK TOE, SEEINSTALL ROCK TOE, SEEINSTALL ROCK TOE, SEEINSTALL COIR FABRICSOIL LIFT SEEINSTALL COIR FABRIC SOIL LIFT SEEINSTALL COIR FABRIC SOIL LIFT SEEINSTALL COIR FABRICSOIL LIFT SEENATIVE SOILNATIVE SOILNATIVE SOILINSTALL TYPE B EROSION CONTROL FABRIC ON UPPER BANKINSTALL TYPE BEROSION CONTROL FABRIC010200-10OVER EXCAVATE ANDPLACE TYPE B ROCKPLACE 8" THICK TOPSOIL1.9
1.611TYPE B EROSION CONTROL FABRICPLACE 8" THICK TOPSOILEXISTING GROUNDEXISTING GROUNDINSTALL ROCK TOE, SEEOVER EXCAVATE ANDPLACE TYPE B ROCK48154820482548304835484048154820482548304835484001020300-10-20-30-40-50-60-704810481548204825483048354810481548204825483048351020300-10-20-30-40NOTE:1. ROCK TOE SHALL BE INSTALLED ON WEST BANKAROUND EXISTING TREES MARKED TO REMAIN IN PLACE.CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TOPLACING ROCK TOE AT THIS LOCATION SO THATENGINEER MAY DIRECT PLACEMENT OF ROCK.EXCAVATE POOL TOELEVATION PROVIDEDIN PLANSINSTALL COIR FABRICSOIL LIFT SEEREMOVE EXISTINGTREE1.0 2113BANK SLOPES ARE 3H:1VUNLESS SHOWN OTHERWISEMAINTAIN EXISTINGBANK AND VEGETATIONINSTALL TYPE AEROSION CONTROLFABRIC IN HIGH FLOWSWALE SEE C84.8
§
212110.0'-12.0'INSTALL 8" TOPSOILINSTALL ROCK TOE, SEEINSTALL TYPE B EROSIONCONTROL FABRIC ON UPPER BANKOVER EXCAVATEAND PLACE TYPEB ROCK11OVER EXCAVATE ANDPLACE TYPE B ROCK20.84C11 EAST BANK STABILIZATION - STA 3+892C10BANK TREATMENT - STA 4+91POOL STA - 5+75RUN STA - 5+96RIFFLE STA - 6+38POOL AND HIGH FLOW SWALE STA 8+7726.12.0 POINT BAR/ POOL BEDCONTRUCTED WITH NATIVE GRAVELS4.3
TYPE B EROSION CONTROL FABRIC2.0 2.0
25.5TYPE B EROSION CONTROL FABRICNATIVE SOILPLACE 8" THICK TOPSOILTOP OF ROCK TOE1' ABOVE HIGH FLOW SWALEFINISHED BED ELEVATIONEXCAVATE POOL #4INSTALL ROCK TOE, SEEINSTALL ROCKTOE, SEESEE NOTEC10C107C101C10345C109C10HIGH FLOW SWALE TYPICAL CROSS SECTION2121215.0INSTALL ROCK TOE, SEEBURIED ROCK REVETMENT6INSTALL 8" TOPSOILEXISTING GROUNDCONSTRUCT GRADE CONTROLWITH TYPE B ROCKINSTALL ROCKTOE, SEEPOINT BARGRADE CONTROL AT OUTLET OF HIGH FLOW SWALE - 6+78C10CONSTRUCT UPPER BANK OVEREXISTING COBBLES USING COIR FABRICSOIL LIFT SEEINSTALL TYPE AEROSION CONTROLFABRIC IN HIGH FLOWSWALE SEE C8INSTALL TYPE AEROSION CONTROLFABRIC IN HIGH FLOWSWALE SEE C8START OF HIGH FLOW SWALE - 9+098C10NATIVE SOILNATIVE SOILNATIVE SOILNATIVE SOIL4815482048254830483548154820482548304835EXISTING CHANNEL100-10-20-303C113C114C113C113C114C114C113C114C113C113C113C114C113C11OVER EXCAVATEAND PLACE TYPEB ROCKPLACE 8" TOPSOILEXISTING BANKNOTE:1. ROCK TOE SHALL BE INSTALLED ON WEST BANKAROUND EXISTING TREES MARKED TO REMAIN IN PLACE.CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TOPLACING ROCK TOE AT THIS LOCATION SO THATENGINEER MAY DIRECT PLACEMENT OF ROCK.SEE TABLE 2 - SHEET 9FOR ELEVATIONSEXISTING TREE TO REMAINSEE TABLE 2 - SHEET 9FOR ELEVATIONSSEE TABLE 2 - SHEET 9FOR ELEVATIONSSEE TABLE 1 - SHEET 9FOR ELEVATIONSSEE TABLE 1 - SHEET 9FOR ELEVATIONSSEE TABLE 1 - SHEET 9FOR ELEVATIONSSEE TABLE 1 - SHEET 9FOR ELEVATIONSBY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTDETAILSC10
8'GENERAL RECOMMENDATIONS FORINSTALLING BANK12TOPSOIL1. FOLLOWING STAKEOUT EXCAVATE A TRENCH AT THE TOP OF THE TOE OF THE BANK FORINSTALLATION OF THE ROCK BASE.2. INSTALL GEOSYNTHETIC FILTER FABRIC IN THE ROCK TRENCH SO THAT THE BOTTOM ANDBANK-SIDE SLOPE OF THE TRENCH ARE COVERED. SEE SPECIFICATIONS FOR A DESCRIPTION OFTHE GEOSYNTHETIC FILTER FABRIC.3. INSTALL ROCK IN THE TRENCH AS SPECIFIED IN PLANS. SEE SPECIFICATIONS FOR ROCKDESCRIPTION. SETTLE THE ROCK WITH AN EXCAVATOR BUCKET AND LEVEL THE TOP OF THE ROCK.4. PLACE A SERIES OF THREE OR MORE FORMS ON THE RIVERSIDE EDGE OF THE TOP OF THE ROCKSO THAT THE FORMS FOLLOW THE OUTLINE OF THE STREAM BANK TO BE CONSTRUCTED. LEAVE AGAP OF 1 TO 2 INCHES BETWEEN SUCCESSIVE FORMS (FIGURE B-1).5. UNROLL THE OUTER FABRIC (WOVEN COIR) PARALLEL TO THE LONG AXIS OF THE CHANNEL ANDPOSITION IT SO THAT 4 FEET EXTENDS FOR EMBEDMENT ON THE LEVEE SIDE OF THE FORMS, AND AMINIMUM OF 3 FEET EXTENDS LENGTHWISE BEYOND THE LAST FORM FOR OVERLAP. DRAPE THEREMAINDER OF THE FABRIC OVER THE TOP OF THE FORMS ON THE STREAM SIDE (FIG B-2).6. UNROLL THE INNER FABRIC (NON-WOVEN COIR) OVER THE TOP OF THE OUTER FABRIC ANDPOSITION IT SO THAT APPROXIMATELY 3 FEET OF THE INNER FABRIC EXTENDS AS AN EMBEDMENTLENGTH ON THE BANK SIDE OF THE FORMS (FIG B-3). DRAPE THE REMAINDER OF THE FABRIC OVERTHE TOP OF THE FORMS ON THE STEAM SIDE AND ALIGN THE LONG EDGES OF THE INNER ANDOUTER FABRICS. STRETCH AND PULL THE FABRIC LAYERS TO REMOVE WRINKLES.7. PLACE TOPSOIL OVER THE FABRIC ON THE BANK SIDE OF THE FORMS TO A DEPTH OFAPPROXIMATELY 10 INCHES (SEE FIGURE B-4) TERMINATE THE FILL AT APPROXIMATELY THEMIDDLE OF THE DOWNSTREAM FORM. LEVEL, AND COMPACT TO 85-90 PERCENT (FIGURES B-4).8. PLACE ADDITIONAL 10-INCH LIFTS OF TOPSOIL AND COMPACT TO 85-90 PERCENT AS PREVIOUSLYDESCRIBED.9. HOLD THE LOOSE ENDS OF THE TWO FABRIC LAYERS BACK OVER THE COMPACTED FILL MATERIALAND STRETCH TIGHTLY TO REMOVE WRINKLES (FIG B-6).10.EXCAVATE A KEY TRENCH 1.5 FEET WIDE AND 0.5 FEET DEEP ALONG THE BANK-SIDE EDGE OF THEOUTER FABRIC LAYER, PARALLEL TO THE FORMS. SECURE FABRIC IN THE KEY TRENCH WITHWOODEN STAKES ON 3 FOOT CENTERS.11.BACKFILL & COMPACT THE KEY TRENCH WITH TOPSOIL AND CONTINUE TO APPLY TOPSOIL TOSMOOTHLY MERGE WITH EXISTING CONTOURS.12.REMOVE THE FORMS FROM THE FRONT OF THE COMPLETED LIFTS. LEAVE THE LAST FORM INPLACE AT THE END OF THE NEWLY CONSTRUCTED LIFT.13.PROCEED WITH A NEW SERIES OF LIFTS BY EXTENDING A NEW ROW OF FORMS, BEGINNING AT THEDOWNSTREAM FORM THAT WAS LEFT IN PLACE. LAY OUT TWO NEW LAYERS OF FABRIC ASPREVIOUSLY DESCRIBED, MAKING SURE TO OVERLAP THE NEW FABRIC LAYERS WITH THEPREVIOUS LAYERS. CONTINUE CONSTRUCTING THE NEW SERIES OF LIFTS AS DESCRIBED ABOVE.14.SECURE FABRIC WITH STEEL STAPLES ON 3-FOOT CENTERS IN A DIAMOND SHAPED PATTERN.SUGGESTED CONSTRUCTIONSEQUENCEROCK BASESEEDED TOPSOIL COVEREDWITH TYPE A OR B EROSIONCONTROL FABRIC SEE PLANFABRIC REINFORCEDSTREAMBANK LIFTTYPICAL PLAN VIEWROCKCOMPACTEDTOPSOIL FILLINNER TYPE AFABRIC EMBEDMENTLENGTHOUTER TYPE CFABRIC EMBEDMENTLENGTHLEVEE SIDESTREAM SIDETYPICAL SECTION4'3.0'VARIES -SEE TABLE ~5'3.0'8"-12"OUTER TYPE C FABRIC18-24"WOODENSTAKEROCKDETAIL OF KEYTRENCHNOT TO SCALE1'-6
"6"12" PLYWOOD BOLTEDISOMETRIC VIEW OF REAR12" PLYWOODISOMETRIC VIEW OF FRONTFORMS MAY BESKEWED TO CREATESTREAM BENDS ASNEEDEDLEGS MAY OVERLAPAS NEEDEDBUTT ENDS OFADJACENT FORMSTIGHTLY TOGETHERGENERAL NOTES ON CONSTRUCTION OF FORMS FOR STREAM RECONSTRUCTIONFABRICATE FORMS FOR CONSTRUCTING THE FABRIC LIFTS BY WELDING 1 INCH TUBULAR STEEL TOGETHER TOCREATE A 1x8 FOOT RECTANGULAR FRAME.:(/'/(1*7+62),1&+78%8/$567((/727+()5$0((9(5<)((7$1'$7 $1*/(6727+()5$0(ATTACH A PIECE OF 12" PLYWOOD TO THE FRAME USING 1/4 INCH DIA. LAG BOLTS TO THE FRAME.SECURE THE BANK SIDE EDGE OF THE OUTER FABRIC (WOVEN), WITH A WOODEN STAKE THROUGH THE FABRIC ON3 FOOT CENTERS USING KEY TRENCH METHOD4.3.2.1.8 FOOTCONSTRUCTIONFORMS1" SQUARESTEEL TUBERECTANGULAR FRAME12" PLYWOOD BOLTEDTO STEEL FRAME14" LAG BOLT WITHNUT AND WASHERWELDED JOINTS(TYPICAL)STREAM BANK CONSTRUCTION FORMEND VIEWSTREAM BANK ALIGNMENT14'" LAG BOLTWITH NUT AND WASHER(TYPICAL)1" SQUARESTEEL TUBE1" SQUARESTEEL TUBE1" SQUARESTEEL TUBE14'" LAG BOLTWITH NUT AND WASHER(TYPICAL)UPRIGHTUPRIGHTHANDLE (TYP) 1'2'2'8" SUBGRADERIPRAPOUTER TYPE CFABRICINNER TYPE AFABRICAPPLYSEEDFIRST LIFT OFCOMPACTEDTOPSOILTHIRD LAYEROF TOPSOILSECOND LAYEROF TOPSOIL8" STEELSTAPLESKEY TRENCHTYPE 1 GEOTEXTILEFABRICTYPE A OR B EROSIONCONTROL FABRICSEE PLANKEY TRENCH DETAILSEE SHEET8"STEEL STAPLETYPE C EROSIONCONTROL FABRICTYPE A EROSIONCONTROL FABRICWOODEN STAKES INKEY TRENCH(BENEATH TOSOIL)3.4.5.2.B. 1.6.18-24" WOODEN STAKESLOPEVARIESTYPE B ROCKNOTE: EXTEND TYPE C TO 4'AND TYPE A TO 3'3DETAIL OF ROCK TOE AND COIR LIFTSC114DETAIL OF COIR LIFT CONSTRUCTIONC11DETAIL OF CONSTRUCTION FORMSDETAIL OF FORM PLACEMENTC111C11NTS2NTSNTSNTSAPPLYSEED4C114C117.3' TYP.SEE NOTENOTES:1.) TOP OF ROCK REVETMENT IS 3' WIDE EXCEPT ALONG WESTBANK OF EXISTING CHANNEL WHERE TOP OF ROCK WIDTHSHALL BE A MINIMUM OF 1' WIDE. IF EXISTING TREES TOREMAIN OBSTRUCT PLACEMENT OF ROCK, THIS WIDTH MAYBE REDUCED TO FIT AROUND TREE ROOTS.BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTDETAILSC11
3' MIN4' MAXOVERLAPDIRECTION OF FLOWDIRECTION OF FLOWDOWNSTREAMFABRICUPSTREAM FABRICLAYER LAPSOVER TOP8" STEEL STAPLESTHROUGH BOTTOMFABRIC LAYER ON1' CENTERSALL FABRIC FORMS WILL BELAPPED IN AN UPSTREAM TODOWNSTREAM DIRECTIONA'AFABRICATE THE WOODEN STAKES BY CUTTING 2X4 STUDS INTO 18 INCH LENGTHS AND THEN RIPPING THE LENGTHSDIAGONALLY TO CREATE A TAPERED END.FORMS MAY BE ANGLED TO CREATE BENDS IN THE LIFT AS NEEDED. FABRIC SHALL BE FOLDED AT EACH BEND ASSHOWN IN PLAN VIEW A. NO BEND SHALL EXCEED A 15 DEGREE ANGLE. FOLDS SHALL BE MADE IN AN UPSTREAMTO DOWNSTREAM DIRECTION. STAPLE THE FOLDS AS SHOWN IN SECTION B-B'.OUTER FABRIC ENDS SHALL BE JOINED BY LAPPING THE UPSTREAM PIECE OF FABRIC OVER THE DOWNSTREAMPIECE AS SHOWN IN PLAN VIEW. OVERLAPS SHALL BE A MINIMUM OF 3 FEET. INNER FABRIC ENDS SHALL BEBUTTED TOGETHER, NOT OVERLAPPED.SECURE THE BANK SIDE EDGE OF THE OUTER FABRIC (WOVEN), WITH A WOODEN STAKE THROUGH THE FABRICON 3 FOOT CENTERS USING KEY TRENCH METHOD.BB'SECURE THE FABRIC WITH 8 INCH STEEL STAPLES ON 3 FOOT CENTERS STAGGERED IN DIAMOND A PATTERN (SEEPLAN VIEW).SECTION A-A'PLAN VIEW5.4.3.2.1.SECTION B-B' NOTTO SCALEGENERAL NOTES ON SECURING FABRICPLAN VIEW ACONSTRUCTIONFORMDIRECTION OF FLOW8" STEEL STAPLEFABRICFOLD8" STEELSTAPLES ON3' CENTERSUPSTREAMFABRICCONSTRUCTION FORMSTAKES THROUGHBOTH FABRIC LAYERS8" STEEL STAPLESTHOUGH BOTH LAYERSOF FABRIC ON 1' CENTERS8" STEEL STAPLESTHROUGH FABRIC ON1' CENTERS8" STEEL STAPLESTHROUGH BOTTOMFABRIC LAYER ON1' CENTERSDOWN STREAMFABRIC LAYER LAPSUNDERNEATH3'UPSTREAM FABRIC OVERLAPSDOWN STREAM FABIC BY 3'-4'0$;2"-5"(5-12.5cm)3.3'(1m)6'(1.8m)3'(0.9m)4'(1.2m)1.6'(0.5m)2'(0.6m)10"(25cm)10"(25cm)20"(0.5m)0.7 STAPLES PER SQ.YD.1.15 STAPLES PER SQ.YD.1.7 STAPLES PER SQ.YD.3.4 STAPLES PER SQ.YD.3.75 STAPLES PER SQ.YD.4:1 SLOPES (A)3:1 SLOPES (B)2:1 SLOPES (C)1:1 & STEEPER SLOPES (D)MEDIUM/HIGH FLOW CHANNEL (D)HIGH FLOW SWALE BED AND BANKS (E)ABCDE2"-5"(5-12.5cm)2"-5"(5-12.5cm)2"-5"(5-12.5cm)2"-5"(5-12.5cm)2"-5"(5-12.5cm)2"-5"(5-12.5cm)2"-5"(5-12.5cm)6'(1.8m)3.3'(1m)3.3'(1m)3'(0.9m)3.3'(1m)3.3'(1m)3.3'(1m)1.6'(0.5m)4'(1.2m)4'(1.2m)2'(0.6m)2'(0.6m)20"(0.5m)Drawing Not ToScale1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROLFABRIC (ECF), INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTILIZER, AND SEED.2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE ECF IN A6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY12"(30CM) OF ECF EXTENDED BEYOND THE UP-SLOPE PORTION OFTHE TRENCH. ANCHOR THE ECF WITH A ROW OF STAPLES/STAKESAPPROXIMATELY 12"(30CM) APART IN THE BOTTOM OF THE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLYSEED TO THE COMPACTED SOIL AND FOLD THE REMAINING12"(30CM) PORTION OF ECF BACK OVER THE SEED AND COMPACTEDSOIL. SECURE ECF OVER COMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THEWIDTH OF THE ECF.3.ROLL CENTER ECF IN DIRECTION OF WATER FLOW IN BOTTOM OFCHANNEL. ECF WILL UNROLL WITH APPROPRIATE SIDE AGAINSTTHE SOIL SURFACE. ALL ECF MUST BE SECURELY FASTENED TOSOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATELOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.4.PLACE CONSECUTIVE ECF END-OVER-END (SHINGLE STYLE) WITH A4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4"APART AND 4" ON CENTER TO SECURE ECF.5.FULL LENGTH EDGE OF ECF AT TOP OF SIDE SLOPES MUST BEANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY12"(30CM) APART IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.6.ADJACENT ECF MUST BE OVERLAPPED APPROXIMATELY 2"-5"(5-12.5CM) (DEPENDING ON ECF TYPE) AND STAPLED.7.AT 30' INTERVALS USE A DOUBLE ROW OF STAPLES STAGGERED4"(10CM) APART AND 4"(10CM) ON CENTER OVER ENTIRE WIDTH OFTHE CHANNEL.8.THE TERMINAL END OF THE ECF MUST BE ANCHORED WITH A ROWOF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN A6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACTTHE TRENCH AFTER STAPLING.2"-5"(5-12.5cm)62412"(30cm)6"(15cm)6"(15cm)4"-6"(10-15cm)86"(15cm)574"(10cm)31ABC CRITICAL POINTSA. OVERLAPS AND SEAMSB. PROJECTED WATER LINEC. CHANNEL BOTTOM/SIDESLOPEVERTICES NOTES:*HORIZONTAL STAPLE SPACING SHOULD BEALTERED IF NECESSARY TO ALLOWSTAPLES TO SECURE THE CRITICAL POINTSALONG THE CHANNEL SURFACE.4"(10cm)6"(15cm)1TYPE C FABRIC FOLDINGC122FABRIC JOINING DETAIL FOR SOIL ENCAPSULATED COIR LIFTSC12 TYPE A EROSION CONTROL FABRIC IN HIGH FLOW SWALE4STAPLE PATTERN DETAIL FOR INSTALLATION OFTYPE A AND B EROSION CONTROL FABRICSC123C12NTSNTSNTSNTSUPSTREAM AND DOWNSTREAM EXTENTS OF COIR LIFTS SHOULD BE KEYED INTO BANKS. .6.MAX 2:1 SLOPE1.0'6C12NTSEARTHEN BERM DETAILCOMPACTED FILLEXISTING GROUNDREPLACE EXISTINGSIDEWALK IF DAMAGEDDURING CONSTRUCTION9" MIN.5C12NTSVEHICLE TRACK PAD DETAILOVEREXCAVATE AND INSTALL 6"MINUS WASHED ANGULAR ROCKEXISTING SUBGRADETYPE 1 GEOTEXTILEFABRIC UNDERLAYMENTBY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTDETAILSC12NOTES:1.TRACK PADS WILL BE REGROOMED, REFRESHED, OR REPLACED AS NEEDED TO ADDRESSSEDIMENT ACCUMULATIONS AND TO MAINTAIN AFULLY FUNCTIONAL FEATURE.
3+4748104815482048254830481048154820482548300102030400-10-20-30-404+394810481548204825483048104815482048254830010200-10-20-30-40-504+804810481548204825483048354810481548204825483048350102030400-10-20-30-405+054810481548204825483048354810481548204825483048350102030400-10-20-30-405+234810481548204825483048354810481548204825483048350102030400-10-20-30-405+4548104815482048254830483548104815482048254830483501020304050600-10-20-30-405+7548104815482048254830483548104815482048254830483501020304050600-10-20-30-406+784810481548204825483048354810481548204825483048350102030400-10-20-30-40-507+1548154820482548304835481548204825483048350102030400-10-20-30-40-50-60-707+384815482048254830483548154820482548304835010200-10-20-30-40-50-60-70-80-907+864815482048254830483548154820482548304835010200-10-20-30-40-50-60-708+05481548204825483048354815482048254830483501020300-10-20-30-40-50-60-705+964810481548204825483048354810481548204825483048350102030405060700-10-20-30-406+3848104815482048254830483548104815482048254830483501020304050600-10-20-30-403+89481048154820482548304810481548204825483001020300-10-20-30LEGENDEXISTING SURFACEPROPOSED SURFACEBY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTCHANNELCROSSSECTIONSC13CHANNEL CROSS SECTIONSSCALE : 1" = 10'1C13
1LA3019"9"17"GGT T TW W W W W W WSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWW W W W W W W W W W WSSSSWWWWWWWWWWWWW W W W W W W WW W W W
XXG G G
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ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW10004821.047interp from surface
2
LA301 OHEOHEIRR
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ESHEET LA103
SHEET LA103
SHEET LA104
SHEET LA102 ++DRYSTACK BOULDERWALLBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBB
PBB
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BBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBARK MULCHPLANT BEDSEE UTILITYPLANCONSTRUCTION LIM
ITS CONSTRUCTION LIMITSCONSTRUCTION LIMITSNEW SWINGSET SEE SPECS, NOTES & DETAIL 10/LA501EXISTINGTOT LOTPROPOSED BENCHSEE DETAIL 9/L501EXISTING PLAYEQUIPMENTEXISTINGBENCHEXISTINGBENCHESSTREAM ACCESSPOOL 2EXISTING BANDSHELLPAVILLIONANGLED PARKINGFISH SCULPTURESCULPTUREEX. TRASHRESTROOMS AND CHANGING ROOMSEXISTING LAWNEXISTING LAWN6' TRAIL LAWN LAWN LAWN LAWN24"23"32"CONCRETE CURB PLAYGROUNDEDGING, TYP. SEE DETAIL 5/LA501MIN. 6" DEPTH SHREDDED BARKMULCH TO MATCH EXISTINGCONSTRUCTION LIMITS23"23"CONSTRUCTION LIMITS35"32"16"19"27"23"18"EXISTINGGRAVELBOZEMAN CREEKBOZEMAN CREEKBOZEMAN CREEKSEE CIVIL FOR DETAILS ANDGRADING8' MULTI USE TRAIL(CRUSHED FINES)PRESERVE EXISTINGCONCRETEEX. LIGHT POLERESEED DISTURBEDAREAS AS NECESSARYRELOCATE EXISTING SIGNTO SOUTH SIDE OF WALKWAY LAWNPROPOSED BENCHSEE DETAIL 10/L501PATHWAY, TYP.SEE DETAIL 7/L501PLAYGROUND SURFACESEE DETAIL 6/L501NATURALSTEEL EDGINGSTONE SLABBENCHESRAINGARDEN8' MULTI USE TRAIL(CRUSHED FINES)TS: 4824.5'BS:4819.0'EXISTING EDGE OFPLAYGROUNDSURFACE/MULCHHIGH FLOW
CHANNELHIGH FLOW CHANNEL1 GALLON WILLOW PLANTINGSBRIDGE-SEEARCHITECT.DETAILSCONSTRUCTION LIMITSBUCK POLEFENCE (TYP)CONSTRUCTION LIMITS
EXISTING LAWNIN FEETPARK SITE PLAN1LA101SCALE: 1"=20'-0"PARKSITE PLANSHEET: LA101BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TT
1LA3019"9"T T
TE TSSSSSSSSSSW W W W W W W W W W W W W W
SSSSSSSW W W W W W W W W W W W W W W W WWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW10004821.047interp from surface
OHEOHEOHEOHEI
R
R
IR
R
I
R
R
IR
R
IRRIRRIRRE E EEEEEEE
SHEET LA103
SHEET LA102 ++DRYSTACK BOULDERWALLBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBARK MULCHPLANT BEDSEE UTILITYPLANCONSTRUCTION LIMITSEXISTINGBENCHESSTREAM ACCESSPAVILLIONRESTROOMS AND CHANGING ROOMS LAWN LAWN24"23"32"EXISTINGGRAVELBOZEMAN CREEKSEE CIVIL FOR DETAILS ANDGRADINGNATURALSTEEL EDGINGSTONE SLABBENCHESRAINGARDENTS: 4824.5'BS:4819.0'EXISTING EDGE OFPLAYGROUNDSURFACE/MULCH1 GALLON WILLOW PLANTINGSBUCK POLEFENCE (TYP)CONSTRUCTION LIMITS
PLANTING NOTES:A. PLACE SHRUBS AND TREES WITH LANDSCAPE ARCHITECT. PRESENT TO GIVE DIRECTION AND MAKEADJUSTMENTS.B. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z60.0-1996).C. VERIFY ALL QUANTITIES. THE ILLUSTRATED LOCATION SHALL DICTATE COUNT.D. PLANTING TO BE COORDINATED WITH IRRIGATION INSTALLATION.E. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT.G. PLANTS SHOWN REPRESENT AN AVERAGE MATURE/MAINTAINED SIZEH. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO PRECONSTRUCTIONCONDITIONPLANT LEGEND-RIPARIAN PLANTSBOTANICAL NAMECOMMON NAMESYMSIZETYPENOTES#1-1/2"CAL/MIN.B&BSHRUBSTREES5 GAL10 GALPOTGRASS SOD AND SEEDSEED/WETLANDSODWETLAND SEED MIXSEEDUPLAND SEED MIX1-1/2"CAL/MIN.5 GAL5 GAL5 GAL5 GALPOTPOTPOTPOTPOT5 GAL.POT6,794SQ/FTPOT3913332756391914315 GALB&BOTHER3'-5' PIPESTONE BOULDER281-1/2"CAL/MIN.3B&BMULTISTEMALNUS INCANASPECKLED ALDERROSA WOODSIIWOOD'S ROSEPOPULUS TREMULOIDESQUAKING ASPENSALIX BEBBIANA/BOOTHIIBEBB/BOOTH WILLOWPRUNUS VIRGINIANACOMMON CHOKECHERRYSALIX LASIANDRAPACIFIC WILLOWSALIX GEYERIANAGEYER WILLOWSALIX DRUMMONDIANADRUMMOND'S WILLOWSALIX LUTEAYELLOW WILLOWPOPULUS BALSAMIFERABLACK COTTONWOODRIBES AUREUMGOLDEN CURRANTCORNUS ALBARED-OSIER DOGWOODAMELANCHIER ALNIFOLIAWESTERN SERVICEBERRY5 GAL.POT675 GAL.POT8PLANT LEGEND-EXISTING TREESDESCRIPTIONSYMNOTESTREESEXISTING LARGE CONIFER TREEDECIDUOUS TREE-QUESTIONABLESURVIVABILITY/THREATENEDOTHER DECIDUOUS TREEEXISTING LARGE DECIDUOUS TREEEXISTING CONIFER TREE- QUESTIONABLESURVIVABILITY/THREATENEDDECIDUOUS TREE-TO BE REMOVEDSEEDBLUEGRASS/FESCUE/RYEGRASS SEEDMIX38,894SQ/FTSEE SPECSFOR SEED MIXEXISTING LAWN20,013SQ/FTPLAY EQUIPMENT:A. SWING SET IS A SINGLE POST SWING FRAME MANUFACTURED BY LANDSCAPE STRUCTURES. BASE STRUCTURE IS MODEL #177332. ADDITIONAL BAY TO BE ADDED TO BOTH SIDES (MODEL # 17733)TO PROVIDE 3 BAYS AND 6 SWINGS. SWING BELTS AND CHAINS ARE SEPARATE.B. MIN. 10" MULCH TO BE PROVIDED AS PROTECTIVE SURFACING MATERIAL WITHIN CRITICAL FALL ZONE.I. STREAMWAY PLANTING MAY REQUIRE ADJUSTMENTS BASED ON CONDITIONS ON SITE AND EXISTING TREES AND SHRUBS. CONTRACTOR TO CONSULT W/ DESIGN 5 AND VAUGHN ENVIRONMENTAL SERVICES.K. EXACT SEED ZONES TO BE VERIFIED ON SITE. SEE DETAIL 2/LA301 FOR TYPICAL STREAM CHANNEL ZONES/PLANTING.PLANT LEGEND-PARK PLANTSBOTANICAL NAMECOMMON NAMESYMSIZETYPENOTES#TREES2" CAL.B&B1ACER FREEMANII 'JEFFERSRED'AUTUMN BLAZE MAPLECALIPER SIZE IN INCHESNOTED ON TREESSEE SPECSFOR SEED MIXSEE SPECSFOR SEED MIXSHREDDED BARK MULCH4,146sq/ftTYPE C ROCK- SEE CIVIL1,041sq/ftHIGHFLOWCHANNEL1 GALPOT51 GALPOT101 GALPOT14IN FEETSTREAM PLANTING ENLARGEMENT NORTH1LA102SCALE: 1" = 10'-0"SITEENLARGEMENTSHEET: LA102BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TT
17"SSSSSSSSSSSSSSSSSSSSSSSSSSXXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW2
LA301 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSHEET LA103
SHEET LA103
SHEET LA104
SHEET LA102 DRYSTACK BOULDERWALLBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBP
BB
PBBPBBPBB
P
BBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPCONSTRUCTION LIMITSEXISTINGTOT LOTEXISTING PLAYEQUIPMENTPOOL 26' TRAIL LAWNCONSTRUCTION LIMITS23"23"35"32"16"19"BOZEMAN CREEK8' MULTI USE TRAIL(CRUSHED FINES) LAWNBS:4819.0'HIGH FLOW CHANNELBRIDGE-SEEARCHITECT.DETAILSEXISTING LAWNPLANTING NOTES:A. PLACE SHRUBS AND TREES WITH LANDSCAPE ARCHITECT. PRESENT TO GIVE DIRECTION AND MAKEADJUSTMENTS.B. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z60.0-1996).C. VERIFY ALL QUANTITIES. THE ILLUSTRATED LOCATION SHALL DICTATE COUNT.D. PLANTING TO BE COORDINATED WITH IRRIGATION INSTALLATION.E. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT.G. PLANTS SHOWN REPRESENT AN AVERAGE MATURE/MAINTAINED SIZEH. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO PRECONSTRUCTIONCONDITIONPLANT LEGEND-RIPARIAN PLANTSBOTANICAL NAMECOMMON NAMESYMSIZETYPENOTES#1-1/2"CAL/MIN.B&BSHRUBSTREES5 GAL10 GALPOTGRASS SOD AND SEEDSEED/WETLANDSODWETLAND SEED MIXSEEDUPLAND SEED MIX1-1/2"CAL/MIN.5 GAL5 GAL5 GAL5 GALPOTPOTPOTPOTPOT5 GAL.POT6,794SQ/FTPOT3913332756391914315 GALB&BOTHER3'-5' PIPESTONE BOULDER281-1/2"CAL/MIN.3B&BMULTISTEMALNUS INCANASPECKLED ALDERROSA WOODSIIWOOD'S ROSEPOPULUS TREMULOIDESQUAKING ASPENSALIX BEBBIANA/BOOTHIIBEBB/BOOTH WILLOWPRUNUS VIRGINIANACOMMON CHOKECHERRYSALIX LASIANDRAPACIFIC WILLOWSALIX GEYERIANAGEYER WILLOWSALIX DRUMMONDIANADRUMMOND'S WILLOWSALIX LUTEAYELLOW WILLOWPOPULUS BALSAMIFERABLACK COTTONWOODRIBES AUREUMGOLDEN CURRANTCORNUS ALBARED-OSIER DOGWOODAMELANCHIER ALNIFOLIAWESTERN SERVICEBERRY5 GAL.POT675 GAL.POT8PLANT LEGEND-EXISTING TREESDESCRIPTIONSYMNOTESTREESEXISTING LARGE CONIFER TREEDECIDUOUS TREE-QUESTIONABLESURVIVABILITY/THREATENEDOTHER DECIDUOUS TREEEXISTING LARGE DECIDUOUS TREEEXISTING CONIFER TREE- QUESTIONABLESURVIVABILITY/THREATENEDDECIDUOUS TREE-TO BE REMOVEDSEEDBLUEGRASS/FESCUE/RYEGRASS SEEDMIX38,894SQ/FTSEE SPECSFOR SEED MIXEXISTING LAWN20,013SQ/FTPLAY EQUIPMENT:A. SWING SET IS A SINGLE POST SWING FRAME MANUFACTURED BY LANDSCAPE STRUCTURES. BASE STRUCTURE IS MODEL #177332. ADDITIONAL BAY TO BE ADDED TO BOTH SIDES (MODEL # 17733)TO PROVIDE 3 BAYS AND 6 SWINGS. SWING BELTS AND CHAINS ARE SEPARATE.B. MIN. 10" MULCH TO BE PROVIDED AS PROTECTIVE SURFACING MATERIAL WITHIN CRITICAL FALL ZONE.I. STREAMWAY PLANTING MAY REQUIRE ADJUSTMENTS BASED ON CONDITIONS ON SITE AND EXISTING TREES AND SHRUBS. CONTRACTOR TO CONSULT W/ DESIGN 5 AND VAUGHN ENVIRONMENTAL SERVICES.K. EXACT SEED ZONES TO BE VERIFIED ON SITE. SEE DETAIL 2/LA301 FOR TYPICAL STREAM CHANNEL ZONES/PLANTING.PLANT LEGEND-PARK PLANTSBOTANICAL NAMECOMMON NAMESYMSIZETYPENOTES#TREES2" CAL.B&B1ACER FREEMANII 'JEFFERSRED'AUTUMN BLAZE MAPLECALIPER SIZE IN INCHESNOTED ON TREESSEE SPECSFOR SEED MIXSEE SPECSFOR SEED MIXSHREDDED BARK MULCH4,146sq/ftTYPE C ROCK- SEE CIVIL1,041sq/ftHIGHFLOWCHANNEL1 GALPOT51 GALPOT101 GALPOT14BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TTIN FEETSTREAM PLANTING ENLARGEMENT WEST1LA103SCALE: 1" = 10'-0"SITEENLARGEMENTSHEET: LA103
EESSSSSSSSSSSSSSSSSSXXXXXZZZZZZZZZZZZZZZZZZZZZZZZZZZZZWWWWWWWWWWWWWWWWWWWWWWWIRRIRRIRRIRRIRRIRRIRRIRRIRREESHEET LA103SHEET LA104BBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBP
BBPBBPCONSTRUCTION LIMITS LAWN19"23"18"BOZEMAN CREEKRESEED DISTURBEDAREAS AS NECESSARYPATHWAY, TYP.SEE DETAIL 7/L5018' MULTI USE TRAIL(CRUSHED FINES)HIGH FLOW CHANNELBRIDGE-SEEARCHITECT.DETAILSPLANTING NOTES:A. PLACE SHRUBS AND TREES WITH LANDSCAPE ARCHITECT. PRESENT TO GIVE DIRECTION AND MAKEADJUSTMENTS.B. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z60.0-1996).C. VERIFY ALL QUANTITIES. THE ILLUSTRATED LOCATION SHALL DICTATE COUNT.D. PLANTING TO BE COORDINATED WITH IRRIGATION INSTALLATION.E. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT.G. PLANTS SHOWN REPRESENT AN AVERAGE MATURE/MAINTAINED SIZEH. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO PRECONSTRUCTIONCONDITIONPLANT LEGEND-RIPARIAN PLANTSBOTANICAL NAMECOMMON NAMESYMSIZETYPENOTES#1-1/2"CAL/MIN.B&BSHRUBSTREES5 GAL10 GALPOTGRASS SOD AND SEEDSEED/WETLANDSODWETLAND SEED MIXSEEDUPLAND SEED MIX1-1/2"CAL/MIN.5 GAL5 GAL5 GAL5 GALPOTPOTPOTPOTPOT5 GAL.POT6,794SQ/FTPOT3913332756391914315 GALB&BOTHER3'-5' PIPESTONE BOULDER281-1/2"CAL/MIN.3B&BMULTISTEMALNUS INCANASPECKLED ALDERROSA WOODSIIWOOD'S ROSEPOPULUS TREMULOIDESQUAKING ASPENSALIX BEBBIANA/BOOTHIIBEBB/BOOTH WILLOWPRUNUS VIRGINIANACOMMON CHOKECHERRYSALIX LASIANDRAPACIFIC WILLOWSALIX GEYERIANAGEYER WILLOWSALIX DRUMMONDIANADRUMMOND'S WILLOWSALIX LUTEAYELLOW WILLOWPOPULUS BALSAMIFERABLACK COTTONWOODRIBES AUREUMGOLDEN CURRANTCORNUS ALBARED-OSIER DOGWOODAMELANCHIER ALNIFOLIAWESTERN SERVICEBERRY5 GAL.POT675 GAL.POT8PLANT LEGEND-EXISTING TREESDESCRIPTIONSYMNOTESTREESEXISTING LARGE CONIFER TREEDECIDUOUS TREE-QUESTIONABLESURVIVABILITY/THREATENEDOTHER DECIDUOUS TREEEXISTING LARGE DECIDUOUS TREEEXISTING CONIFER TREE- QUESTIONABLESURVIVABILITY/THREATENEDDECIDUOUS TREE-TO BE REMOVEDSEEDBLUEGRASS/FESCUE/RYEGRASS SEEDMIX38,894SQ/FTSEE SPECSFOR SEED MIXEXISTING LAWN20,013SQ/FTPLAY EQUIPMENT:A. SWING SET IS A SINGLE POST SWING FRAME MANUFACTURED BY LANDSCAPE STRUCTURES. BASE STRUCTURE IS MODEL #177332. ADDITIONAL BAY TO BE ADDED TO BOTH SIDES (MODEL # 17733)TO PROVIDE 3 BAYS AND 6 SWINGS. SWING BELTS AND CHAINS ARE SEPARATE.B. MIN. 10" MULCH TO BE PROVIDED AS PROTECTIVE SURFACING MATERIAL WITHIN CRITICAL FALL ZONE.I. STREAMWAY PLANTING MAY REQUIRE ADJUSTMENTS BASED ON CONDITIONS ON SITE AND EXISTING TREES AND SHRUBS. CONTRACTOR TO CONSULT W/ DESIGN 5 AND VAUGHN ENVIRONMENTAL SERVICES.K. EXACT SEED ZONES TO BE VERIFIED ON SITE. SEE DETAIL 2/LA301 FOR TYPICAL STREAM CHANNEL ZONES/PLANTING.PLANT LEGEND-PARK PLANTSBOTANICAL NAMECOMMON NAMESYMSIZETYPENOTES#TREES2" CAL.B&B1ACER FREEMANII 'JEFFERSRED'AUTUMN BLAZE MAPLECALIPER SIZE IN INCHESNOTED ON TREESSEE SPECSFOR SEED MIXSEE SPECSFOR SEED MIXSHREDDED BARK MULCH4,146sq/ftTYPE C ROCK- SEE CIVIL1,041sq/ftHIGHFLOWCHANNEL1 GALPOT51 GALPOT101 GALPOT14IN FEETSTREAM PLANTING ENLARGEMENT SOUTH1LA104SCALE: 1" = 10'-0"SITEENLARGEMENTSHEET: LA104BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TT
1LA30117"TSSSSSSSSSSSSSSSSSSSSSSSSSSSSIRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRE E E E EE+DRYSTACK BOULDERWALLBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBBPBB
PBBPBBPBBPBBPBBPBBPBBBARK MULCHPLANT BEDSEE UTILITYPLANNEW SWINGSET SEE SPECS, NOTES & DETAIL 10/LA501EXISTINGTOT LOTPROPOSED BENCHSEE DETAIL 9/L501EXISTING PLAYEQUIPMENTEXISTINGBENCHEXISTINGBENCHESSTREAM ACCESSEXISTING BANDSHELLFISH SCULPTURESCULPTUREEX. TRASHEXISTING LAWN6' TRAIL LAWN LAWN32"CONCRETE CURB PLAYGROUNDEDGING, TYP. SEE DETAIL 5/LA501MIN. 6" DEPTH SHREDDED BARKMULCH TO MATCH EXISTINGCONSTRUCTION LIMITS35"32"8' MULTI USE TRAIL(CRUSHED FINES)PRESERVE EXISTINGCONCRETEEX. LIGHT POLERELOCATE EXISTING SIGNTO SOUTH SIDE OF WALKWAY LAWNPROPOSED BENCHSEE DETAIL 10/L501PLAYGROUND SURFACESEE DETAIL 6/L501NATURALSTEEL EDGINGSTONE SLABBENCHESTS: 4824.5'EXISTING EDGE OFPLAYGROUNDSURFACE/MULCHBUCK POLEEXISTING LAWNPLANTING NOTES:A. PLACE SHRUBS AND TREES WITH LANDSCAPE ARCHITECT. PRESENT TO GIVE DIRECTION AND MAKEADJUSTMENTS.B. ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z60.0-1996).C. VERIFY ALL QUANTITIES. THE ILLUSTRATED LOCATION SHALL DICTATE COUNT.D. PLANTING TO BE COORDINATED WITH IRRIGATION INSTALLATION.E. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT.G. PLANTS SHOWN REPRESENT AN AVERAGE MATURE/MAINTAINED SIZEH. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO PRECONSTRUCTIONCONDITIONPLANT LEGEND-RIPARIAN PLANTSBOTANICAL NAMECOMMON NAMESYMSIZETYPENOTES#1-1/2"CAL/MIN.B&BSHRUBSTREES5 GAL10 GALPOTGRASS SOD AND SEEDSEED/WETLANDSODWETLAND SEED MIXSEEDUPLAND SEED MIX1-1/2"CAL/MIN.5 GAL5 GAL5 GAL5 GALPOTPOTPOTPOTPOT5 GAL.POT6,794SQ/FTPOT3913332756391914315 GALB&BOTHER3'-5' PIPESTONE BOULDER281-1/2"CAL/MIN.3B&BMULTISTEMALNUS INCANASPECKLED ALDERROSA WOODSIIWOOD'S ROSEPOPULUS TREMULOIDESQUAKING ASPENSALIX BEBBIANA/BOOTHIIBEBB/BOOTH WILLOWPRUNUS VIRGINIANACOMMON CHOKECHERRYSALIX LASIANDRAPACIFIC WILLOWSALIX GEYERIANAGEYER WILLOWSALIX DRUMMONDIANADRUMMOND'S WILLOWSALIX LUTEAYELLOW WILLOWPOPULUS BALSAMIFERABLACK COTTONWOODRIBES AUREUMGOLDEN CURRANTCORNUS ALBARED-OSIER DOGWOODAMELANCHIER ALNIFOLIAWESTERN SERVICEBERRY5 GAL.POT675 GAL.POT8PLANT LEGEND-EXISTING TREESDESCRIPTIONSYMNOTESTREESEXISTING LARGE CONIFER TREEDECIDUOUS TREE-QUESTIONABLESURVIVABILITY/THREATENEDOTHER DECIDUOUS TREEEXISTING LARGE DECIDUOUS TREEEXISTING CONIFER TREE- QUESTIONABLESURVIVABILITY/THREATENEDDECIDUOUS TREE-TO BE REMOVEDSEEDBLUEGRASS/FESCUE/RYEGRASS SEEDMIX38,894SQ/FTSEE SPECSFOR SEED MIXEXISTING LAWN20,013SQ/FTPLAY EQUIPMENT:A. SWING SET IS A SINGLE POST SWING FRAME MANUFACTURED BY LANDSCAPE STRUCTURES. BASE STRUCTURE IS MODEL #177332. ADDITIONAL BAY TO BE ADDED TO BOTH SIDES (MODEL # 17733)TO PROVIDE 3 BAYS AND 6 SWINGS. SWING BELTS AND CHAINS ARE SEPARATE.B. MIN. 10" MULCH TO BE PROVIDED AS PROTECTIVE SURFACING MATERIAL WITHIN CRITICAL FALL ZONE.I. STREAMWAY PLANTING MAY REQUIRE ADJUSTMENTS BASED ON CONDITIONS ON SITE AND EXISTING TREES AND SHRUBS. CONTRACTOR TO CONSULT W/ DESIGN 5 AND VAUGHN ENVIRONMENTAL SERVICES.K. EXACT SEED ZONES TO BE VERIFIED ON SITE. SEE DETAIL 2/LA301 FOR TYPICAL STREAM CHANNEL ZONES/PLANTING.PLANT LEGEND-PARK PLANTSBOTANICAL NAMECOMMON NAMESYMSIZETYPENOTES#TREES2" CAL.B&B1ACER FREEMANII 'JEFFERSRED'AUTUMN BLAZE MAPLECALIPER SIZE IN INCHESNOTED ON TREESSEE SPECSFOR SEED MIXSEE SPECSFOR SEED MIXSHREDDED BARK MULCH4,146sq/ftTYPE C ROCK- SEE CIVIL1,041sq/ftHIGHFLOWCHANNEL1 GALPOT51 GALPOT101 GALPOT14IN FEETPLAYGROUND ENLARGEMENT1LA105SCALE: 1" = 10'-0"SITEENLARGEMENTSHEET: LA105BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TT
7" STONE STAIR TREADSPITCH SLIGHTLY TOMAINTAIN POSITIVE DRAINAGEMIN.6" DEPTH OF 2" WASHED ROCKBETWEEN STEPS AND LANDING3" COMPACTED GRAVEL FINESTO MATCH PATHUNDISTURBED SOILSTONE LANDING SLAB7" HEIGHT STONE TREADSIRREGULAR SIZE AND SHAPETO MAINTAIN NATURAL LOOK.MIN. 16" AND MAX. 2.5' TREAD5-6' AVERAGE WIDTH.WATER LEVELBOTTOM STEP TO REST ON STREAM CHANNELCOBBLE, SEE CIVIL DETAILS FOR STREAM CHANNELCOMPACTED 34" MINUS AGG.UNDISTURBED SOILRETAINING BOULDERSBOTTOM STEP TO REST ON STREAM CHANNELCOBBLE, SEE CIVIL DETAILS FOR STREAM CHANNELTS: 4821.9'BS: 4819.0'TS: 4824.5'BS: 4822.2'MEAN STREAM WATER LEVEL = 0.0"UPLAND PLANTINGS: 18"+ ABOVE WATER SURFACETRANSITION PLANTINGS: 12" - 18" ABOVE WATER SURFACEWETLAND PLANTINGS: 0" - 12" ABOVE WATER SURFACEUPLAND SEED MIX: 18" + ABOVE WATER SURFACEWETLAND SEED MIX/SOD: 0" - 18" ABOVE WATER SURFACEUPLAND PLANT SPECIES: POPULUS TREMULOIDES,PRUNUS VIRGINIANA, AMELANCHIER ALNIFOLIA, ROSA WOODSIITRANSITION PLANT SPECIES: POPULUS BALSIMIFERA,SALIX LASIANDRA, RIBES AUREUM, ALNUS INCARNAWETLAND PLANT SPECIES: SALIX BEBBIANA/BOOTHII, SALIXGEYERIANA, SALIX DRUMMONDIANA, SALIX LUTEA, CORNUS ALBA1LA301STREAM ACCESS STEPS AND BOULDER SECTION (TYP)Scale: 12" = 1'-0"2LA301STREAM PLANTING SECTION (TYP)Scale: 14" = 1'-0"SITESECTIONSSHEET: LA301BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TT
PRUNE TREE TO REMOVEDEAD OR DAMAGED LIMBS ANDBRANCHESTREE STAKES AND TIESAS SHOWN. STAKES SHALLBE DRIVEN INTO EXISTING,UNDISTURBED SOIL ANDSHALL NOT PENETRATE THEROOT BALL. STAKES TO BEREMOVED AFTER TWO YEARS.FINISHED ELEVATION OF TREECROWN TO BE MIN 3" ANDMAX 6" ABOVE FINISHED GRADECIRCULAR SWALE TO RING TREE,4' DIAMETER WITH 3" HIGHMOUNDED RING OF SOILBURLAP TO BE REMOVEDFROM TOP 13 OF ROOT BALL.REMOVE WIRE CAGE FOLLOWINGPLANTING.13 NATIVE SOIL WITH 13 SANDY LOAMAND 13 DEBRIS FREE TOPSOIL.EXCAVATE HOLE AS SHOWN,3X DIAMETER OF ROOT BALLLAWNREMOVE EXISTING LAWN TO ADEPTH O F 10"6" MIN. DEPTH SHREDDED BARK MULCH TO MATCH EXISTING.COMPACTED SOIL SUBGRADENONWOVEN GEOTEXTILE WEED FABRICAMENDED TOPSOIL6" CONCRETE CURB EDGING6' Min WIDTH3" Min THICKNESS OF 38" MinusCOMPACTED GRAVEL( NATURAL FINES SEE NOTE 1.)3" Min THICKNESS OF34" Minus COMPACTEDCRUSHED GRAVEL BASECOMPACTED SUBGRADE(SEE NOTE 2.)2% Max SLOPE4:1 MaxNOTES:1.NATURAL FINES SHALL CONSIST OF 80% SAND, 10%SILT, AND 10% CLAY2.A SOIL STERILANT SHALL BE APPLIED TO THESUBGRADE PRIOR TO PLACEMENT OF GRAVEL BASE.STACKED MOSS ROCKBOULDERS, MIN. BATTEROF 2" PER 1 ' VERTICALELEVATIONFINISHED GRADEAMENDED SOIL6" COMPACTED 34"MINUS AGG.UNDISTURBED SOILEXCAVATE SOIL BEHIND WALLAND FILL W/ 2" MINUS CRUSHEDSTONE. APPLY GEOTEXTILE FABRICBETWEEN CRUSHED STONE ANDBACKSIDE OF WALLGEOTEXTILE FABRIC LININGBACKSIDE OF WALL4" DIAM. FLEXIBLE PVC PIPEWRAPPED IN GEOTEXTILE FABRICAND DAYLIGHTED TO DRAINMIN. 10" SHREDDED BARKMULCH PROTECTIVESURFACING TO EDGES OFMIN. USE ZONE OUTLINEDON PLAN. REF ASTM F1487SWING SET POSTNONWOVENGEOTEXTILE WEEDFABRICSUBGRADECONCRETEFOOTING40"
28"2'-0"REMOVE EXISTING LAWNTO A DEPTH OF 10"PRUNE SHRUB TO REMOVEDEAD OR DAMAGED LEAVESAND BRANCHESELEVATION OF SHRUBCROWN TO BE 3" ABOVEFINISHED GRADE ELEVATIONCIRCULAR SWALE TO RING SHRUB,2' DIAMETER WITH 3" HIGHMOUNDED RING OF SOILALL CONTAINMENT MATERIALSAROUND ROOTS TO BE REMOVEDPRIOR TO INSTALLATION13 NATIVE SOIL WITH 13 SANDY LOAMAND 13 DEBRIS FREE TOPSOIL.EXCAVATE HOLE AS SHOWN,3X DIAMETER OF ROOT BALLNOTE: WHERE SHRUB PLANTINGS ARE WITHIN EROSION CONTROLFABRIC, CUT X INTO EROSION CONTROL FABRIC THAT IS THEAPPROXIMATE SIZE OF THE ROOTBALLBOULDER PER PLANFINISHED GRADECOMPACT AGGREGATEBASE, 3" DEPTHNATIVE SOIL14" NATURAL STEEL EDGINGMULCH MATERIAL PER PLANMIN 3" DEEP.FINAL ELEVATION MIN 1" BELOWTOP OF STEEL EDGING#4 REBAR, 24" OC, MIN. 18" DEPTH SPOT WELD ON SITETO STEEL EDGINGWEED FABRIC PER PLAN4" STAPLES, 18" OC1" REVEALRIDER POLEBUCK TIE5'-
6
"NOTESCREEKSIDEPARKBOTH BUCK POSTS TOBE NOTCHED AS SHOWNNOTE:1'-6"APPROX. 2" DAP JOINT4'-9"32" WOVEN WIRE8"
1'-6
"BUCK POST (TYP)VARY LENGTH AS REQUIREDTO FIT SLOPED GROUND LINEEND POSTOVERLAPPOLE (TYP)RUB POLE2'-1"͔͗η͔͗ηEND POSTGROUND LINE32" WOVEN WIREGROUND LINE13'-6"3'-8"1. FOR POLES, BRACES, BACK TIES BUCK POSTS, USE EITHER GREEN ORSEASONED LODGEPOLE PINE OF SOUND MATERIAL TRIMMED FREE OFKNOTS AND SNAGS.2. ON LEVEL CROSS-SLOPES, BUCK POSTS SHALL BE 5'- 6" LONG ANDSHALL HAVE AN AVERAGE DIAMETER OF 5". POSTS SHALL BE 15' +- LONGAND SHALL HAVE AN AVERAGE DIAMETER OF 4" AND A MINIMUMDIAMETER OF 3". BUCK TIES SHALL HAVE A MINIMUM DIAMETER OF 3".ON HILLSIDE LOCATIONS, THE DOWNHILL BUCK POST SHALL BE OF SUCHLENGTH THAT THE BUCK CONFIGURATION BE MAINTAINED3. TWO 8" SPIKES SHALL BE USED TO FASTEN BUCKS TOGETHER.4. THE LARGE END OF ANY POLE SHALL BE PLACED ADJACENT TO THESMALL END OF THE SUCCEEDING POLE AT THE BUCK POST FOR ADDEDSTRENGTH AND SYMMETRY.5. POLES ARE TO BE FITTED ON THE SIDE ATTACHED TO THE BUCK PRIORTO PLACEMENT AS DIRECTED BY THE ENGINEER.SIDE2' MIN.4'BUCK DETAIL5LA501CURB EDGING AND MULCH DETAILSCALE: 1 12"=1'-0"1LA501DECIDUOUS TREE PLANTING6LA501PLAYGROUND SURFACE DETAILSCALE: 12" = 1'-0"2LA501SHRUB PLANTING7LA501GRAVEL FINES TRAILSCALE: 38"=1'-0"3LA501BOULDER PLACEMENT4LA501STEEL EDGING, MULCH AND FABRICNTSNTSNTSNTS8LA501BOULDER RETAINING (TYP)SCALE: 38" = 1'-0"9LA501BENCH DETAILSCALE: 1"=1'-0"10LA501SWING SET DETAILSCALE: 1"=1'-0"SITEDETAILSSHEET: LA50111LA501BUCK AND POLE FENCE (TYP)SCALE: 12"=1'-0"BY APP'D
CCI JOB NO. CBOZ.003BOZEMAN CREEK ENHANCEMENT
AT BOGERT PARK
FINAL PLANS
Bozeman, Montana
H:\CBOZ.003\DESIGN\DRAWINGS
DATE: 07/06/2016DRAWN BY: TT, GM
DESIGNED BY: TT
REV.DATE DESCRIPTION
FILE NAME:CHECKED BY: MDS, JAL
1 7/15/15 SEE ENGINEER FOR DESCRIPTION TT
A1.1XA1.1XXA1.1AA2.11/4" = 1'-0"FLOOR PLAN1REVISION CLOUD AND NUMBERBUILDING ELEVATION INDICATOREXTERIOR ELEVATION CALLOUTDETAIL CALLOUTDETAIL CALLOUTBUILDING CROSS-SECTIONDRAWING BREAK LINEDRAWING ORIENTATION INDICATORDRAWING TITLE AND SCALEGRAPHIC SYMBOLS:GENERAL NOTES:1. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THIS ARCHITECT WHETHER THE PROJECT FORWHICH THEY WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEYARE NOT TO BE USED BY THE PROJECT OWNER OR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS, ADDITIONS ORALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH THIS ARCHITECT.2. CHANGES TO OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT SHALL BE CONSIDERED TOBE UNAUTHORIZED AND SHALL RESULT IN THE PARTY MAKING SUCH CHANGES TO OR DEVIATIONS FROM THE DRAWINGS BEING HELD RESPONSIBLE FORTHE CONSEQUENCES RESULTING FROM SUCH CHANGES.3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIALS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE PROJECT INACCORDANCE WITH THE TERMS AND CONDITIONS OF THE OWNER/CONTRACTOR AGREEMENT AND IN CONFORMANCE WITH THE GOVERNING CODES ANDORDINANCES HAVING JURISDICTION OVER THE PROJECT.4. CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY,STATE, AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES.5. ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGH THE USE OF THESE DRAWINGS SHALL BE REPORTED IMMEDIATELY TOTHE ARCHITECT. FAILURE TO PROVIDE NOTICE TO THE ARCHITECT PRIOR TO ANY SUBSEQUENT CONSTRUCTION ACTIVITY SHALL RELIEVE THE ARCHITECTOF ALL LIABILITIES AND/OR ANY OTHER CONSEQUENCE.6. DO NOT SCALE THE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE. SHOULD DIMENSIONALERRORS OCCUR, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO COMMENCEMENT OF THAT PORTION OF THE WORK.7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE, AND SHALL NOTIFY THE ARCHITECT OFANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK.8. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE, AND IN PROPER ALIGNMENT.9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS OF WORK, AT HIS OWN EXPENSE, FOR WORK INSTALLED IN CONFLICT WITHTHE CONTRACT DOCUMENTS.10. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THEGENERAL CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTABILITY OF THE STRUCTURE THROUGHOUT CONSTRUCTION.11. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT. MANUFACTURED MATERIALS AND EQUIPMENT SHALLBE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.12. "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. "SIMILAR" OR "SIM." MEANS COMPARABLECHARACTERISTICS TO THE ELEVATION OR DETAIL NOTED, UNLESS NOTED OTHERWISE. VERIFY DIMENSIONS AND ORIENTATIONS OF PLAN.13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS, ETC.) TO THE TRADESUNDER THEIR JURISDICTION.14. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THOSE TRADESINVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCES CONCERNING THE USE OFUNION LABOR.15. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM.16. CONSULTANT WORK THAT IS NOT A PART OF THESE CONTRACT DOCUMENTS HAS NOT BEEN COORDINATED BY THE ARCHITECT. THE CONTRACTORSHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT PREVENT EXECUTION OF WORK COVERED BY THESE DOCUMENTS.ABBREVIATIONS:XA1.1F.F.E.100'-0"N@ ATA.B. ANCHOR BOLTA/C AIR CONDITIONINGACC PNL ACCESS PANELAC. ACOUSTICALACT ACOUSTICAL CEILING TILEAD AREA DRAINADJ ADJACENTA.F.F. ABOVE FINISHED FLOORA.I.B. AIR INFILTRATION BARRIERALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEAPPD. APPROVEDARCH ARCHITECTAUTO AUTOMATICBBD BULLETIN BOARDBD BOARDBITUM BITUMINUOUSBL BUILDING LINEBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLDG BUILDINGBLKG BLOCKINGBM BEAM/BENCH MARKBO BY OWNERB.O. BOTTOM OFBOT BOTTOMBRK BRICKBRG BEARINGB/S BUILDING STANDARDBSBD BASEBOARDBSMT BASEMENTBTW BETWEENBTM/BOTT BOTTOMBTWN BETWEENB.O.W. BOTTOM OF WALLBU BUILT UPCAB CABINETCAP CAPACITYCB CATCH BASINCBD CHALK BOARDCB-ICF CEMENT BASED INSULATEDCONCRETE FORMCD CEILING DIFFUSERC.F. CEMENT FIBER (SIDING ANDTRIM)/CUBIC FEETCL CENTERLINEC.B. CATCH BASINC.C. CENTER TO CENTERCDX EXTERIOR GRADE PLYWOODC.T. CERAMIC TILECG CEILING GRILL/CORNER GUARDCH CHANNELCI CAST IRON/CUBIC INCHESECJ CONTROL JOINTCLG CEILINGC.L.L. CONTRACT LIMIT LINECL CENTER LINECLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCMNT CEMENTCMT CERAMIC MOSAIC TILECO CLEAN OUTCOL/COLS COLUMN/COLUMNSCONC CONCRETECOND CONDITIONCONF CONFERENCECONN CONNECTIONCONST CONSTRUCTIONCTRD CENTEREDCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCR CEILING REGISTERCT CERAMIC TILECTR COUNTERCUH CABINET UNIT HEATERCW COLD WATERCY CUBIC YARDDBL DOUBLEDEPT DEPARTMENTDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDL DEAD LOADDN DOWNDP DEMOUNTABLE PARTITIONDR DOORDWR DRAWERDS DOWNSPOUTDTL/DET DETAILDWG DRAWINGE. EXISTINGEA EACHEIFS EXTERIOR INSULATION FINISHSYSTEME.J. EXPANSION JOINTEL/ELEV ELEVATION -HEIGHT/ELEVATORELEC ELECTRICALENCL ENCLOSUREEO ELECTRICAL OUTLETEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEWC ELECTRICAL WATER COOLEREWH ELECTRICAL WATER HEATEREWC ELECTRICAL WATER COOLEREWH ELECTRICAL WATER HEATEREXH EXHAUSTEXP EXPANSIONEXT EXTERIOREWA EXTERIOR WALL ASSEMBLYFA FIRE ALARMFABR FABRICATEFAH FIRE ALARM HORNFAS FIRE ALARM STATIONFBR FACE BRICKF.B.O. FURNISHED BY OTHERSFD FLOOR DRAINFDN/FDTN FOUNDATIONFFHB FROST FREE HOSE BIBFG FINISH GRADEFH FIRE HYDRANTFIN. FLOOR TOP OF FLOORSHEATHINGFIN FINISHFIO FURNISHED AND INSTALLED BYOWNERFIX/FXTR FIXTUREF.O. FACE OFFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFLR/FL FLOORFLUOR FLUORESCENTFND FEMININE NAPKINDISPENSER/DISPOSALFOC FACE OF CONCRETEFOIC FURNISHED BY OWNER ANDINSTALLED BY CONTRACTORFOP FACE OF PLYWOODFOS FACE OF STUDFOW FACE OF WALLFT FOOT OR FEETFTG FOOTINGFTIC FURNISHED BY TENANT &INSTALLED BY CONTRACTORFE FIRE EXTINGUISHERGA GAUGEGB GRAB BARGALV GALVANIZEDG.C. GENERAL CONTRACTORGEN GENERALG.F.I. GROUND FAULT INTERRUPTORGI GALVANIZED IRONGL GLASSGLB GLUE LAMINATED BEAMGRD GRADE/GRIDGS GALVANIZED STEELGWB GYPSUM WALL BOARDGYP. BD. GYPSUM BOARDHB HOSE BIBHC HOLLOW CORE/HANDICAPPEDHD BD HARD BOARDHDR HEADERHM HOLLOW METALHOR HORIZONTALHP HIGH POINTHR HOURHT HEIGHTHTG HEATINGHVAC HEATING, VENTILATION, AIRCONDITIONINGHW HOT WATERIN INCHINCL INCLUDE (D) (ING)INFO INFORMATIONINSUL INSULATION (ED) (ING)INT INTERIORIWA/IW INTERIOR WALLASSEMBLYJAN JANITORJST JOISTJT JOINTLAV LAVATORYLF LINEAL FOOTLTG LIGHTINGLVR LOUVERM MEN'SMANUF MANUFACTURERMAT MATERIALMAX MAXIMUMMECH MECHANICALMC MEDICINE CLOSETMDF MEDIUM DENSITY FIBER BOARDMEMB MEMBRANEMEZZ MEZZANINEMH MAN HOLEMIN MINIMUMMIRR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMTL METALMULL MULLIONN NORTHNA NOT APPLICABLENAT NATURALNIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOA OVER ALLO.C. ON CENTEROD OUTSIDE DIAMETEROH OVERHEAD/OPPOSITE HANDOPNG OPENINGOPP OPPOSITEPART.BD. PARTICLE BOARDPART PARTITIONPC PRECAST CONCRETEPL PLATEPLAM PLASTIC LAMINATEPLAST PLASTICPLWD PLYWOODPND PAPER NAPKIN DISPENSERPNL PANELPR PAIRPSL PARALLEL STRAND LUMBERPT POINTPTD PAPER TOWEL DISPENSERPTD/R PAPER TOWELDISPENSER/RECEPTACLEPVMT PAVEMENTP.V.C. POLYVINYLCHLORIDEQTY QUANTITYR/RAD RADIUSR RISERRA ROOF/CEILING ASSEMBLYRB RUBBER BASERD ROOF DRAINRDWD REDWOODRE: REGARDINGREC RECESSEDREF REFERENCEREFR REFRIGERATORREINF REINFORCINGREQD REQUIREDRES RESILIENTRM ROOMRO ROUGH OPENINGRV ROOF VENTR&S ROD AND SHELFS SOUTHSACT SUSPENDED ACOUSTICAL CEILINGTILESAT SUSPENDED ACOUSTICAL TILECEILINGSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULESD SOAP DISPENSERSECT SECTIONSF SQUARE FEETS.G. SUPPLY GRILLSGL SAFETY GLASSSHLVS SHELVESSHLVNG SHELVINGSHT SHEETSHTG SHEATHINGSHWR SHOWERSIM. SIMILARS.I.P. STRUCTURAL INSULATED PANELSLNT SEALANTSM SURFACE MOUNTEDSOG SLAB ON GRADES.STL./SS STAINLESS STEELSPEC SPECIFICATIONSSS SERVICE SINKSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUBFLR SUBFLOORSUSP SUSPENDEDS&V STAIN AND VARNISHSV SHEET VINYLSY SQUARE YARDSSD SEE STRUCTURAL DRAWINGST TREAD/THERMOSTATTB TOWEL BARTEL TELEPHONETEMP TEMPERATURET&G TONGUE AND GROOVET.ALUM. TUBULAR ALUMINUMT.B. TEST BORETHK THICKTHRU THROUGHT.J.I./TJI TRUSS JOISTINCORPORATEDT.O. TOP OFT.O.B. TOP OF BEAMT.O.C TOP OF CONCRETET.O..P. TOP OF PLATET.O. FTG TOP OF FOOTINGT.O.S. TOP OF STEELT.O. SL. TOP OF SLABT.O.W. TOP OF WALLTP TOILET PAPER HOLDERTPD TOILET PAPER DISPENSERTPG TOPPINGTR/TRD TREADT.S. TUBULAR STEELTV TELEVISIONTYP TYPICALUBC UNIFORM BUILDING CODEUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUR URINALUV UNIT VENTILATORVAC VACUUM OUTLETVAR VARIESVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVEN VENEERVERT VERTICALVEST VESTIBULEVG VERTICAL GRAINVIN VINYLVP VENEER PLASTICVT VINYL TILEVWC VINYL WALL COVERINGW WEST/WOMEN/WIDTHW/ WITHW/O WITH OUTWB WOOD BASEWC WATER CLOSETWD WOODW/D WASHER/DRYERWGW WINDOWWGL WIRE GLASSWH WATER HEATERWM WIRE MESHWNDW WINDOWWP WATERPROOFWR WATER RESISTANTWS WEATHERSTRIPWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESHX BYYH YARD HYDRANTXA1.1SPECIFICATIONS:WOODROUND RAILS – MACHINE TURNED LODGE POLE PINE POLES IN SIZES INDICATED, UN-TREATEDPOSTS – ROUGH SAWN DOUGLAS FIR #1 GRADE, UN-TREATEDDECKING – 2X8 ROUGH SAWN DOUGLAS FIR #1 GRADE, ALCALINE COPPER QUATERNARY (ACQ) PRESERVATIVE PRESSURE TREATEDP.T. FRAMING LUMBER – DOUGLAS FIR OR SOUTHERN YELLOW PINE, PRESERVATIVE PRESSURE TREATEDCHAMFER ALL EXPOSED CORNERS 1/8” AND LIGHTLY SAND TO REMOVE LARGE SPLINTERSPROTECT ALL UNTREATED WOOD WITH CABOT BLEACHING OIL #3241 OR APPROVED EQUAL. APPLY PER MANUFACTURERSREQUIREMENTS.ARCHITECTURAL STEELALL ARCHITECTURAL STEEL TO BE HOT ROLLED STEELWELD ALL AROUND ROUND BARS AND ALL JOINTSWELD ALL OUTSIDE CORNERSCAP ALL EXPOSED ENDS OF TUBE STEEL SECTIONS WITH STEEL CAP WELDED CONTINUOUSLY AND GRIND WELDS SMOOTHGRIND ALL FLUSH WELDS SMOOTH AND GRIND OUTSIDE CORNERS WITH RADIUS TO MATCH TUBE STEELALL STEEL TO HAVE NATURAL PATINA FINISHPATINA ALL STEEL WITH STEEL F/X (STEELFXPATINAS.COM) OR APPROVED EQUALFASTENERSLAG BOLTS – HOT DIPPED GALVANIZED LAG BOLTS WITH WASHERS AND LOCKING HEX NUTS AS INDICATEDLOG SCREWS – ‘HEAD LOK’ (WWW.FASTENMASTER.COM) OR APPROVED EQUAL COATED LOG SCREWS AS INDICATEDDECK SCREWS – GRAY COLOR CERAMIC COATED OR HOT DIP GALVANIZED TORX DRIVE DECKING SCREWS OF APPROPRIATE LENGTHPROVIDE FASTENERS OF LENGTH AND SIZE APPROPRIATE FOR APPLICATIONSET ALL DECK FASTENERS FLUSH WITH DECKING SURFACETRIM EXPOSED EXCESS THREAD LENGTH OF BOLTS IF MORE THAN ¼” BEYOND HEX NUTBYAPP'DCCI JOB NO. CBOZ.003REV. DATE DESCRIPTIONFILE NAME:CHECKED BY:BOZEMAN CREEK ENHANCEMENTAT BOGERT PARKFINAL PLANSBozeman, MontanaDATE: 7/15/15DRAWN BY:DESIGNED BY:SHEET:S.S.S.S.Y:\Projects\BCP\DRAWINGS\REVIT\BCP-BRIDGE.rvtA0.2NOTES
4830.88 T.O. DECKBOZEMAN CREEKHIGH FLOW CHANNELBRIDGEBYAPP'DCCI JOB NO. CBOZ.003REV. DATE DESCRIPTIONFILE NAME:CHECKED BY:BOZEMAN CREEK ENHANCEMENTAT BOGERT PARKFINAL PLANSBozeman, MontanaDATE: 7/15/15DRAWN BY:DESIGNED BY:SHEET:S.S.S.S.Y:\Projects\BCP\DRAWINGS\REVIT\BCP-BRIDGE.rvtA1.1SITE PLAN 1/4" = 1'-0"A1.11SITE PLANNNOTES-LANDSCAPE SHOWN FOR REFERENCE ONLY, REFER TO LANDSCAPE DRAWINGSA1.13NORTHWEST PERSPECTIVEA1.12NORTH EAST PERSPECTIVE
A3.11A3.12A3.13A3.141A4.11A4.12A4.1AABBCCDDFFGGHHEE223315' - 0"6' - 0"15' - 0"12' - 0"12' - 0"12' - 0"8' - 0"80' - 0"8' - 0"114436' - 0"24' - 0"4' - 0"4' - 0"A2.211A4.22A4.23A4.1CONCRETE ABUTMENT, SSDWOOD DECKINGBENCH4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4x4 WOOD POST (TYP.)1 1/2"X1 1/2" 14 GAWELDED STEEL TUBEGUARD RAIL POST1 1/2"X1 1/2" 14 GAWELDED STEEL TUBEGUARD RAIL POST2 1/2" DIA. WOOD RAIL(TYP.)4' - 1 3/4"3' - 8 1/2"4' - 1 3/4"A3.11A3.12A3.13A3.141A4.11A4.12A4.1AABBCCDDFFGGHHEE223311441A4.22A4.23A4.14" DIA. WOOD RAIL(TYP.)4' - 0"1' - 4"4' - 0"4' - 0"6' - 0"15' - 0"15' - 0"3" DIA. WOOD RAIL(TYP.)BYAPP'DCCI JOB NO. CBOZ.003REV. DATE DESCRIPTIONFILE NAME:CHECKED BY:BOZEMAN CREEK ENHANCEMENTAT BOGERT PARKFINAL PLANSBozeman, MontanaDATE: 7/15/15DRAWN BY:DESIGNED BY:SHEET:S.S.S.S.Y:\Projects\BCP\DRAWINGS\REVIT\BCP-BRIDGE.rvtA2.1PLANS 1/4" = 1'-0"A2.11PLANN 1/4" = 1'-0"A2.12OVERHEAD PLANN
1A4.11A4.12A4.1AABBCCDD22331144BENCH1' - 4"5' - 4"4' - 0"4' - 0"1' - 4"5' - 4"3A4.115' - 0"6' - 0"15' - 0"4' - 0"8' - 0"4' - 0"3" DIA. WOOD RAIL(TYP.)1' - 6"STEEL COLUMN,SSD (TYP.)2 1/2" DIA. WOOD RAILBELOW1" (TYP.)2 1/2" DIA. WOOD RAIL7 1/4"EQEQEQEQ1 3/4"1 1/2"X1 1/2" 14 GAWELDED STEEL TUBEGUARD RAIL POST4x4 WOOD POSTBELOW (TYP.)8 3/4"EQEQEQ1 3/4"8 3/4"EQEQEQEQEQEQEQ7 1/4"BYAPP'DCCI JOB NO. CBOZ.003REV. DATE DESCRIPTIONFILE NAME:CHECKED BY:BOZEMAN CREEK ENHANCEMENTAT BOGERT PARKFINAL PLANSBozeman, MontanaDATE: 7/15/15DRAWN BY:DESIGNED BY:SHEET:S.S.S.S.Y:\Projects\BCP\DRAWINGS\REVIT\BCP-BRIDGE.rvtA2.2ENLARGEDPLAN 1/2" = 1'-0"A2.21ENLARGED PLANN
2A4.1ABCDFGHE1A4.22A4.2STEEL GUARD RAIL,SEE SECTIONSSTEEL GUARDRAIL, SEESECTIONST.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"2A4.1T.O. GUARD RAIL103' - 6"ABCDFGHE1A4.22A4.22 1/2" DIA. X 16'-0"WOOD RAIL (TYP.)STAGGER JOINTS(TYP.)STEEL GUARD RAIL,SEE SECTIONS3" DIA. WOOD RAIL(TYP.)T.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"1A4.11A4.123143A4.13" DIA. WOOD RAIL(TYP.)T.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"1A4.11A4.123143A4.1BYAPP'DCCI JOB NO. CBOZ.003REV. DATE DESCRIPTIONFILE NAME:CHECKED BY:BOZEMAN CREEK ENHANCEMENTAT BOGERT PARKFINAL PLANSBozeman, MontanaDATE: 7/15/15DRAWN BY:DESIGNED BY:SHEET:S.S.S.S.Y:\Projects\BCP\DRAWINGS\REVIT\BCP-BRIDGE.rvtA3.1ELEVATIONS 1/4" = 1'-0"A3.12NORTH ELEVATION 1/4" = 1'-0"A3.11SOUTH ELEVATION 1/4" = 1'-0"A3.13EAST ELEVATION 1/4" = 1'-0"A3.14WEST ELEVATIONNOTE-REFER TO CIVIL DRAWINGS FORGRADING / REVETMENT SPECIFICATIONS
T.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"T.O. FTG90' - 7 5/16"2A4.1T.O. GUARD RAIL103' - 6"ABCDFGHEB.O. STEEL BEAM108' - 0"3' - 6"8' - 0"A4.261A4.22A4.2STEEL BEAM, SSDCONCRETE FOOTING, SSD8' - 0"T.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"1A4.11A4.1T.O. GUARD RAIL103' - 6"2314B.O. STEEL BEAM108' - 0"3' - 6"4' - 6"12' - 6"EQEQ4' - 0"A4.253A4.14" DIA. WOODRAILWELDED STEEL TUBETRELLIS, SSD2"X1" STEEL TUBESTEEL COLUMN, SSD3/8" CARRIAGEBOLT (TYP.)3" DIA. WOOD RAIL(TYP.)EQEQ8' - 0"T.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"2A4.1T.O. GUARD RAIL103' - 6"BBCCB.O. STEEL BEAM108' - 0"10" (TYP.)8' - 0"4" DIA. WOOD RAIL(TYP.)3X2 STEEL TUBETRELLIS, SSD2"X1" STEEL TUBESTEEL COLUMN,WELD TO STEELBEAM, SSDEQEQEQEQSTEEL GUARD RAILBEYOND3/8" CARRIAGEBOLT (TYP.)3" DIA. WOOD RAIL(TYP.)12' - 6"STEEL BEAM, SSD3/8" CARRIAGEBOLT (TYP.)1"3X3 STEEL TUBETRELLIS, SSDBYAPP'DCCI JOB NO. CBOZ.003REV. DATE DESCRIPTIONFILE NAME:CHECKED BY:BOZEMAN CREEK ENHANCEMENTAT BOGERT PARKFINAL PLANSBozeman, MontanaDATE: 7/15/15DRAWN BY:DESIGNED BY:SHEET:S.S.S.S.Y:\Projects\BCP\DRAWINGS\REVIT\BCP-BRIDGE.rvtA4.1SECTIONS 1/4" = 1'-0"A4.11SECTION 1 1/2" = 1'-0"A4.12SECTION 2 1/2" = 1'-0"A4.13SECTION 3
T.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"1A4.11A4.1T.O. GUARD RAIL103' - 6"23A4.233' - 6"T.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"1A4.11A4.1T.O. GUARD RAIL103' - 6"23A4.243' - 6"T.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"T.O. GUARD RAIL103' - 6"223' - 6"4X4 WOOD POSTCHAMFER TOP (TYP.)P.T. DOUBLE 2X6 SILLFINISHED WOODDECKING2 1/2" DIA. WOODRAIL1" (TYP.)(2" LONG) 2"X2"X1/8"STEEL ANGLEATTACHMENT CLEAT,WELD TO STEEL BEAM,SPACE EVENLY @ 48"STEEL BEAM, SSD(3" LONG) 1 1/2"X1 1/2" X1/8"STEEL ANGLE, WELD TOSTEEL BEAM AND STEELANGLE POST BRACKET2 1/2"X2 1/2"X3/16"STEEL ANGLE POSTBRACKET1/2" CARRIAGEBOLT (TYP.)15.00°MIN. GUARDRAIL HTABOVE T.O. DECKT.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"T.O. GUARD RAIL103' - 6"22P.T. DOUBLE 2X6 SILLWOOD DECKING(2" LONG) 2"X2"X1/8"STEEL ANGLEATTACHMENT CLEAT,WELD TO STEEL BEAM,SPACE EVENLY @ 48"STEEL BEAM, SSD(2" LONG) 1 1/2"X1 1/2" X1/8"STEEL ANGLE, WELD TOSTEEL BEAM AND STEELGUARD RAIL FRAMEWOOD POST ANDBRACKET BEYOND3' - 6"(TYP.)4" MAX OPENING1 1/2"X1 1/2" 14 GAWELDED STEEL TUBEGUARD RAIL FRAME5/8" STEEL ROD,WELD TO GUARDRAIL FRAME (TYP.)(TYP.)4" MAX OPENING2 1/2" DIA. WOODRAILMIN. GUARDRAIL HTABOVE T.O. DECKT.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"HGRADE, SEE CIVILDRAWINGS3/16" STEEL RETAININGPLATE, WELD TO STEELBEAMSTEEL BEAM, SSD3/8" (TYP.)WOODDECKINGP.T. DOUBLE2X6 SILLCONCRETEABUTMENT,SSDT.O. DECK100' - 0"B.O. BEAM98' - 7 5/16"T.O. GUARD RAIL103' - 6"44X4 WOOD POST2 1/2" DIA. WOODRAILSTEEL BEAM, SSD2 1/2"X2 1/2"X3/16" STEELANGLE POST BRACKET, WELDTO STEEL BEAM1/2" CARRIAGEBOLT (TYP.)2"X1" STEEL TUBEBEYOND, SSD2"X1" WELDEDSTEEL TUBEBRACKET5/8" LAG BOLT(TYP.)WOOD BENCH,MATCH DECKING3" DIA. WOOD RAILBEYOND1' - 6"1' - 6"3' - 6"1' - 0"BYAPP'DCCI JOB NO. CBOZ.003REV. DATE DESCRIPTIONFILE NAME:CHECKED BY:BOZEMAN CREEK ENHANCEMENTAT BOGERT PARKFINAL PLANSBozeman, MontanaDATE: 7/15/15DRAWN BY:DESIGNED BY:SHEET:S.S.S.S.Y:\Projects\BCP\DRAWINGS\REVIT\BCP-BRIDGE.rvtA4.2SECTIONDETAILS 1/2" = 1'-0"A4.21SECTION 4 1/2" = 1'-0"A4.22SECTION 5 3" = 1'-0"A4.24WOOD GUARD RAIL DETAIL 3" = 1'-0"A4.23STEEL GUARD RAIL DETAIL 1 1/2" = 1'-0"A4.26GRADE TRANSITION DETAIL 1 1/2" = 1'-0"A4.25BENCH SUPPORT DETAIL