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HomeMy WebLinkAboutFRONT-ST CONNECTOR TRAIL_AS BUILTS© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS VICINITY MAPNORTHSHEETTITLEC1.1COVERC2.1SYMBOLS & LEGENDSC3.1OVERALL SITE PLANC4.1PLAN AND PROFILE - EAST BIRCH STREETC4.2PLAN AND PROFILE - FRONT STREETC5.1CROSS SECTIONS - EAST BIRCH STREET & FRONT STREETC6.1DETAILSSITE106 East Babcock, Suite L1Bozeman, Montana 59715406.522.9876sandersonstewart.comPROJECT NO:CITY OF BOZEMAN PARKS AND REC DEPTBOZEMAN, MT 59771PO BOX 1230BOZEMAN, MONTANAPREPARED FOR:FRONT STREET CONNECTOR TRAILNEW PATHWAY EXTENDING FROM ROUSE AVE TO WALLACE AVEALONG BIRCH ST AND FRONT ST15022.02FOR CONSTRUCTIONOAK STREETROUSE AVENUE INTERSTATE 90SHEETTITLES.10STRUCTURAL NOTESS1.1TYP. CONC. DETAILSS1.2TYP.CONC. DETAILSS2.0OVERALL FDN PLANS2.1NW ABUTMENT FDNS2.2SE ABUTMENT FDNS3.1ABUTMENT SECTIONTRAIL MOD'S.V:\15022_02_Front_Street_Connector_Trail\CADD_C3D\PRODUCTION_DWG\15022_02_COVER.dwg, C1.1, 8/17/2022 8:33:54 AM, rboland, 1:1 FOR CONSTRUCTIONELECTRIC JUNCTION BOX EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN SIGN POWER POLE EXISTING WATER VALVE EXISTING FIRE HYDRANT BOLLARD BUSH EXISTING CURB STOP FIRE DEPT. CONNECTION FIBER OPTIC PEDESTAL GAS METER GAS MANHOLE GAS VALVE GUYWIRE IRRIGATION VALVE IRRIGATION BOX LIGHT POLE POWER METER POWER MANHOLE ELECTRIC PEDESTAL ROOF DRAIN SIGNAL POLE EXISTING SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE PEDESTAL TRANSFORMER CONIFEROUS TREE DECIDUOUS TREE COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL WELL YARD HYDRANT EW = FINISHED GRADE AT EDGE OF WALK TC = FINISHED GRADE AT TOP BACK OF CURB BC = FINISHED GRADE AT BUILDING CORNER TW = FINISHED GRADE AT TOP OF WALL AC = FINISHED GRADE AT ASPHALT EA = FINISHED GRADE AT EDGE OF ASPHALT EC = FINISHED GRADE AT EDGE OF CONCRETE SDI = STORM DRAIN INLET SDMH = STORM DRAIN MANHOLE FL = FINISHED GRADE AT FLOWLINE FG = FINISHED GRADE EX = APPROXIMATE EXISTING ELEVATION POC = POINT ON CURVE EXISTING WATER REDUCER GAS WELL FOUND CORNER MONUMENT AS NOTED SET CORNER MONUMENT, REBAR WITH CAP BENCHMARK SECTION QUARTER CORNER SECTION CORNER WTR = WATER PI = POINT OF INTERSECTION PRC = POINT OF REVERSE CURVE RT = RIGHT LT = LEFT SS = SANITARY SEWER PT = POINT OF TANGENCY SD = STORM DRAIN GV = GATE VALVE BFV = BUTTERFLY VALVE RED = REDUCER LF = LINEAL FOOT FT = FEET SSMH = SANITARY SEWER MANHOLE BVC = BEGIN VERTICAL CURVE CS = CURB STOP EVC = END VERTICAL CURVE PVI = POINT OF VERTICAL INTERSECTION LINETYPES ABBREVIATIONS SYMBOLS PROPOSED CATCH BASIN PROPOSED WATER REDUCER PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED CURB STOP PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM DRAIN MANHOLE KEYNOTE CALL OUT (SEE KEYNOTE LEGEND) SRVC = SERVICE (TYP.) = TYPICAL PC = POINT OF CURVATURE EXISTING MONUMENT BOX PROPOSED MONUMENT BOX 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. GR = EXISTING GRADE AT GROUND BRK = GRADE BREAK FIBER OPTIC GAS PIPELINE OIL PIPELINE UNDERGROUND POWER SANITARY SEWER STORM DRAIN TELEPHONE TELEVISION/CABLE WATER CONTOUR OVERHEAD POWER FENCE - VINYL FENCE - BARBWIRE FENCE - WOOD CURB AND GUTTER EDGE OF ASPHALT EDGE OF GRAVEL FENCE - CHAINLINK/ WOVEN WIRE EXISTING PROPOSED HP = HIGH POINT FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONALONG BIRCH ST AND FRONT STSYMBOLS & LEGENDSFRONT STREET CONNECTOR TRAILNEW PATHWAY EXTENDING FROM ROUSE AVE TO WALLACE AVEBOZEMAN, MONTANAC2.1 SNH15022_02_COVER.DWGCMK6/1/2021CONSTRUCTION PLANS7/9/2110/1/2108/17/22---TRAIL MOD'S.DITCH ADDITIONAS-BUILT-----15022.02DEMO AREA PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED GRAVEL V:\15022_02_Front_Street_Connector_Trail\CADD_C3D\PRODUCTION_DWG\15022_02_COVER.dwg, C2.1, 8/17/2022 8:33:55 AM, rboland, 1:1 CP#226 CP#227 CP#229 CP#230 CP#236 NORTH 0 40 SCALE: 1" = 40' 802040 FOR CONSTRUCTIONNOTE: -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.FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTIONALONG BIRCH ST AND FRONT STOVERALL SITE PLANFRONT STREET CONNECTOR TRAILNEW PATHWAY EXTENDING FROM ROUSE AVE TO WALLACE AVEBOZEMAN, MONTANAC3.1 SNH15022_02_OVERALL_PROD.DWGCMK6/1/2021CONSTRUCTION PLANS7/9/2110/1/2108/17/22---TRAIL MOD'S.DITCH ADDITIONAS-BUILT-----15022.02PROJECT SURVEY CONTROL Point # 226 227 229 230 236 Northing 124512.76 124515.38 123796.18 123796.23 123913.04 Easting 384060.89 384266.52 384300.79 384330.97 384835.91 Elevation 4754.88 4754.89 4764.69 4763.18 4766.25 Description PC / FND2"ACR. PC / FND.1"ACR. PC /FND5/8"RBR.NO CAP PC /FND5/8"YCR.5653R.CENTER MON / FND2"ACR.M&M2015R.R.O.W.CP THIS PROJECT WAS SURVEYED USING THE BOZEMAN LOW DISTORTION PROJECTION, BASED OFF A SINGLE PARALLEL LAMBERT CONFORMAL CONIC PROJECTION AND THE NORTH AMERICAN DATUM OF 1983.V:\15022_02_Front_Street_Connector_Trail\CADD_C3D\PRODUCTION_DWG\15022_02_OVERALL_PROD.dwg, C3.1, 3/24/2023 3:07:38 PM, rboland, 1:1 VERT. : 1" = 5'HORIZ. : 1" = 30'PROFILEPLAN : 1" = 30'SCALENORTH30150SCALE:1" = 30'3060FOR CONSTRUCTION NOTE:-NO FILL OR STRUCTURE SHALL BE PLACED WITHIN THE 100-YEAR FLOODWAY.-INSTALL SILT FENCES ALONG THE BANKS TO PREVENT SEDIMENT FROM ENTERING BOZEMAN CREEK.-INSTALL CLASS I RIPRAP 18" THICK ON ALL FILL SLOPES AND DISTURBED AREAS WITHIN 10' OF BRIDGEFOUNDATION. ON ALL OTHER SLOPES PLACE SC150 EROSION CONTROL BLANKET ON DISTURBED AREASOF THE BANK (AFTER RESEEDING). RESEED ALL DISTURBED AREAS.-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDINGTO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THEACCURACY 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 REQUIRESCONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARDMODIFICATIONS, DATED MARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMEDUNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECTIS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTIONLAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEINGPERFORMED.FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION ALONG BIRCH ST AND FRONT ST PLAN AND PROFILE - EAST BIRCH STREET FRONT STREET CONNECTOR TRAIL NEW PATHWAY EXTENDING FROM ROUSE AVE TO WALLACE AVE BOZEMAN, MONTANAC4.1SNH 15022_02_PNP_PROD.DWG CMK 6/1/2021 CONSTRUCTION PLANS 7/9/21 10/1/21 08/17/22 - - - TRAIL MOD'S. DITCH ADDITION AS-BUILT - - - -- 15022.02 V:\15022_02_Front_Street_Connector_Trail\CADD_C3D\PRODUCTION_DWG\15022_02_PNP_PROD.dwg, C4.1, 8/17/2022 8:34:28 AM, rboland, 1:1 VERT. : 1" = 5'HORIZ. : 1" = 30'PROFILEPLAN : 1" = 30'SCALENORTH30150SCALE:1" = 30'3060FOR CONSTRUCTIONNOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THEENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BESTRAIGHT 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 OFBOZEMAN 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 INTHE STATE WHERE THE PROJECT IS LOCATED AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES ASARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION ALONG BIRCH ST AND FRONT ST PLAN AND PROFILE - FRONT STREET FRONT STREET CONNECTOR TRAIL NEW PATHWAY EXTENDING FROM ROUSE AVE TO WALLACE AVE BOZEMAN, MONTANAC4.2SNH 15022_02_PNP_PROD.DWG CMK 6/1/2021 CONSTRUCTION PLANS 7/9/21 10/1/21 08/17/22 - - - TRAIL MOD'S. DITCH ADDITION AS-BUILT - - - -- 15022.02 V:\15022_02_Front_Street_Connector_Trail\CADD_C3D\PRODUCTION_DWG\15022_02_PNP_PROD.dwg, C4.2, 8/17/2022 8:34:30 AM, rboland, 1:1 VERT. : 1" = 5'HORIZ. : 1" = 10'SCALE010SCALE: 1" = 10'20510FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION ALONG BIRCH ST AND FRONT ST CROSS SECTIONS - EAST BIRCH STREET & FRONT STREET FRONT STREET CONNECTOR TRAIL NEW PATHWAY EXTENDING FROM ROUSE AVE TO WALLACE AVE BOZEMAN, MONTANAC5.1SNH 15022_02_XSECT_PROD.DWG CMK 6/1/2021 CONSTRUCTION PLANS 7/9/21 10/1/21 08/17/22 - - - TRAIL MOD'S. DITCH ADDITION AS-BUILT - - - -- 15022.02 V:\15022_02_Front_Street_Connector_Trail\CADD_C3D\PRODUCTION_DWG\15022_02_XSECT_PROD.dwg, C5.1, 8/17/2022 8:34:42 AM, rboland, 1:1 FOR CONSTRUCTION FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION ALONG BIRCH ST AND FRONT ST DETAILS FRONT STREET CONNECTOR TRAIL NEW PATHWAY EXTENDING FROM ROUSE AVE TO WALLACE AVE BOZEMAN, MONTANAC6.1SNH 15022_02_DETAILS.DWG CMK 6/1/2021 CONSTRUCTION PLANS 7/9/21 10/1/21 08/17/22 - - - TRAIL MOD'S. DITCH ADDITION AS-BUILT - - - -- 15022.02NOTES:1.POSTS AND RAILS SHALL BE PRESSURE-TREATED WOOD2.CONCRETE FOR FOOTINGS TO BE MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.3.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.12"FOOTING5" DIAM. POST3 RAIL FENCE SECTION3 RAIL 8 FT. SPACING FENCE ELEVATION96" RAIL (4-INCH DIAM.)FOOTINGFOOTINGPOSTRAIL2'-6"4'-6" 2' 7'-0"5"12" 4" 12"4"12"4"4"FOOTINGNATURAL GRADERAILPOST8'96"4"1'V:\15022_02_Front_Street_Connector_Trail\CADD_C3D\PRODUCTION_DWG\15022_02_DETAILS.dwg, C6.1, 8/17/2022 8:34:48 AM, rboland, 1:1 I. GENERAL 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED UNDER THE HEADING "DESIGN CRITERIA". 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN. 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY. 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK. 8. REFER TO CIVIL PLANS FOR FINISH ELEVATIONS, OPENINGS, DRAINAGE,SLOPES, CURBS, ETC. 9. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH CIVIL DRAWINGS. 10. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. 11. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. II. DESIGN CRITERIA 1. BUILDING CODE: "LRFD BRIDGE DESIGN SPECIFICATIONS" 6TH EDITION & "GUIDE SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES" BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) 2020 2. RISK CATEGORY: II 3. DEAD LOADS A. SELF WEIGHT OF STRUCTURE 4. LIVE LOADS: PER CONTECH ENGINEERED SOLUTIONS, LLC (BRIDGE MANUF.) 5. WIND DESIGN DATA: (REACTIONS PER CONTECH ENGINEERED SOLUTIONS, LLC.) WIND IMPORTANCE FACTOR: I = 1.0 WIND EXPOSURE CATEGORY: C. BASIC WIND SPEED: V =115 MPH 3 SECOND GUST. 6. EARTHQUAKE DESIGN DATA SEISMIC ZONE: 2 SITE CLASS: D OPERATIONAL CATEGORY: OTHER BASIC SYSTEM: WALL-TYPE PIERS RESPONSE MODIFICATION FACTOR: R = 2.0 RESPONSE MODIFICATION FACTOR (CONNECTIONS), R = 0.8 SPECTRAL RESPONSE ACCELERATION 1.) SHORT PERIOD: Ss = 0.710 2.) 1 SECOND PERIOD: S1 = 0.209 DESIGN SPECTRAL RESPONSE ACCELERATIO 1.) SHORT PERIOD: Sds = 0.583 2.) 1 SECOND PERIOD: Sd1 = 0.275 SEISMIC RESPONSE COEFFICIENT: Cs = 0.09 DESIGN BASE SHEAR: V = Cs TIMES W ( W = BRIDGE SEISMIC DEAD LOAD) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE 7. SNOW LOAD: A. DESIGN LOAD: 46 PSF B. GROUND SNOW LOAD: 46 PSF C. SNOW IMPORTANCE FACTOR: 1.0. D. THERMAL FACTOR: 1.2. III. FOUNDATION 1. FOUNDATION DESIGN IS BASED ON SOILS REPORTS BY TERRACON TITLED "NEW FRONT STREET PATHWAY" (PROJECT AJ165012) DATED: SEPTEMBER 20, 2016 2. FOUNDATION TYPE: SPREAD FOOTING 3. DESIGN ALLOWABLES: A. SOIL BEARING: 2.0KSF (DL+LL), 2.6KSF (DL+LL+WIND/EQ). B. COEFFICIENT OF FRICTION: 0.5. C. EFFECTIVE FLUID PRESSURE: 44PCF UNRESTRAINED 4. FOLLOW RECOMMENDATIONS IN SOIL REPORT FOR ALL FOUNDATION WORK. 5. THE SOILS ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL EXCAVATIONS, SUB GRADES, FILLS AND BACK FILLS. NO REINFORCEMENT OR CONCRETE SHALL BE PLACED IN ANY EXCAVATION OR ON ANY SUBGRADE OR FILL UNTIL THAT WORK HAS BEEN REVIEWED AND APPROVED IN WRITING BY THE SOILS ENGINEER. 6. ALL FOOTINGS SHALL BEAR ON COMPACTED STRUCTURAL FILL. THE TOP OF FOOTING ELEVATIONS ARE SHOWN ON THE PLANS. WHERE SOFT OR LOOSE MATERIAL IS FOUND AT BOTTOM OF FOOTING ELEVATIONS, THE SOFT OR LOOSE MATERIAL SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL AS DIRECTED BY THE SOILS ENGINEER. 7. THE SIDES OF FOUNDATIONS SHOWN STRAIGHT ARE FORMED. FOUNDATIONS POURED AGAINST THE EARTH AT CONTRACTOR'S OPTION REQUIRE THE FOLLOWING PRECAUTIONS: A. SIDES OF EXCAVATION MUST BE VERTICAL (OVER POURING AND MUSHROOMING NOT ALLOWED). B. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF SOIL SLOUGHING BEFORE, DURING, AND AFTER POUR. 8. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATION FOR EITHER SURFACE WATER, GROUND WATER OR SEEPAGE IF REQUIRED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES, EXISTING STRUCTURES, ETC., WHETHER INDICATED OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. 10. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE STRUCTURAL ENGINEER’S APPROVAL. 11. DURING BACKFILLING OPERATIONS, FOUNDATION WALL BACKFILL SHALL NOT BE UNBALANCED BY MORE THAN TWO FEET ON EITHER SIDE AT ANY TIME. 12. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEETING AND SHORING ETC. REQUIRED FOR CONSTRUCTION OF THE PROJECT AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES. IV. CONCRETE 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH A MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED IN ACCORDANCE WITH ACI RECOMMENDATIONS. 2. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNERS TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S. SUBMIT TEST DATA ON EACH PROPOSED MIX FOR REVIEW IN ACCORDANCE WITH IBC SECTION 1903 AND 1904. MIX DESIGNS SUBMITTED WITHOUT THE REQUIRED TEST DATA WILL BE RETURNED WITHOUT REVIEW. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II. 4. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C 33 AND PROJECT SPECIFICATIONS. 5. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY STRENGTHS, F’c: (ALL CONCRETE SHALL BE NORMAL WEIGHT, EXCEPT AS NOTED) A. FOUNDATIONS: 3500 PSI, MAX W/C RATIO = 0.55, 6%±1% AIR ENTRAINMENT B. ABUTMENT WALLS: 4500 PSI, MAX W/C RATIO = 0.45, 6%±1% AIR ENTRAINMENT 6. SCHEDULING OF WORK MAY REQUIRE ACHIEVEMENT OF DESIGN STRENGTH IN A SHORTER PERIOD OF TIME. 7. ALL CONCRETE TO BE REINFORCED, UNLESS SPECIFICALLY NOTED "NOT REINFORCED". 8. EXPOSED PROJECTING CORNERS OFWALLS SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS OTHERWISE NOTED ON DRAWINGS. 9. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL ENSURE THAT ALL REINFORCING AND EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS, ARE PROPERLY LOCATED AND SECURELY TIED IN PLACE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CURING CONCRETE FROM FREEZING AND HOT WEATHER PER ACI 306.1 AND ACI 305 RESPECTIVELY. V. REINFORCING STEEL 1. ALL REINFORCING STEEL FOR CONCRETE CONSTRUCTION SHALL BE PLACED IN CONFORMANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318. 2. REINFORCING STEEL: A. DEFORMED BARS, ASTM A 615 GRADE 60. B. WELDED WIRE FABRIC, ASTM A 185. 3. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER, UNLESS OTHERWISE NOTED: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3". B. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER: 1.) #6 THROUGH #11 BARS: 2". 2.) #5, W31 OR D31 WIRE, AND SMALLER: 1 1/2". C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: 1.) SLABS AND WALLS: 3/4". 2.) BEAMS AND COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" 4. ALL LAP SPLICES SHALL BE CLASS B SPLICE AND 2'-0" MINIMUM, UNLESS OTHERWISE NOTED. 5. ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. 6. WELDING OF REINFORCING IS PROHIBITED, UNLESS APPROVED BY STRUCTURAL ENGINEER. 7. REINFORCEMENT SHALL BE PLACED IN RELATIVE POSITION SHOWN ON THE DRAWINGS. NO SPLICES IN REINFORCING WILL BE PERMITTED, UNLESS SHOWN IN THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. 2. STEEL GRADES: A. ANCHOR BOLTS: ASTM F 1554, GRADE 36 - GALVENIZED. ANCHOR BOLTS SHALL HAVE STANDARD BOLT HEAD, EXCEPT AS NOTED TESTING AND INSPECTION 1. SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1701 OF IBC REQUIRED FOR BUT NOT LIMITED TO: A. FOOTING EXCAVATIONS AND COMPACTION - PERIODIC B. PLACEMENT OF CONCRETE - CONTINUOUS C. PLACEMENT OF REINFORCING STEEL - PERIODIC D. ANCHOR BOLTS SET IN CONCRETE - PERIODIC F. CONCRETE STRENGTH TESTING - CONTINUOUS EFPOR I SSON G ILA NE NREET M O N A N A MONKS TY 15860 ER GIS No. R EET PE D REVISIONS No. Date Revision / Issue SHEET INFORMATION Issue Date Job Number Scale SHEET TITLE SHEET NUMBER Drawn Checked PROJECT NO. © 2020 IMEG CORP. IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. DISCLAIMER 12/21/2020 2:24:14 PMC:\Revit Local Files\2020 - Front St Pedestrian Bridge RVT16 Central_Tyler.J.Fagenstrom.rvt 12" = 1'-0" COORDINATION BOZEMAN, MT FRONT ST PEDESTRIAN BRIDGE 20005922 TJF TM 12/21/2020 S1.0 STRUCTURAL NOTES CITY OF BOZEMAN PARKS AND REC DEPARTMENT 20005922 STRUCTURAL DRAWING INDEX ISSUED FOR: DRAWING LIST PERMIT 12/21/2020 COORD. 12/07/2016X X S1.0 STRUCTURAL NOTES X X S1.1 TYP. CONC. DETAILS X X S1.2 TYP. CONC. DETAILS X X S2.0 OVERALL FDN PLAN X X S2.1 NW ABUTMENT FDN X X S2.2 SE ABUTMENT FDN X X S3.1 ABUTMENT SECTION 108 WEST BABCOCK STREET BOZEMAN, MT 59715 406.582.9901 FAX: 406.582.9992 www.imegcorp.com (SEE NOTES) (NORMAL WEIGHT CONCRETE)CLASS A & STRAIGHTDEVELOPMENTLENGTHS, Ld (IN)30004000CLASS B30004000TENSIONSPLICEf'c PSI#9 62" 81" 70" 54" 81" 105" 91" 70"19" 25" 22" 24" 29" 32" 28" 37" 31" 37" 36" 40" 43" 48" 62"54" 72" 80" 63" 70" 47" 56" 93"81" 29"22"TOP 19" 15" 25" 19" 17" 22" BAR SIZE GRADE 60 #4#3 72"63"43"36" 31" 24" 37" 29" 28" 33" 62" 48" 54" 42" 55"48" #6#5 #8#7 101" 113" 87"79" 91" 102" 131"118" 91" 101" 78" 87" 67" 79" 61" 70" #11#10 SPLICE DETAIL WALL OR SLAB REINFORCING- NOTES: 1. TABULATED VALUES ARE BASED ON ACI 318-14 CHAPTER 12, GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE. 2. LAP SPLICES OF DEFORMED BARS AND DEFORMED WIRE IN TENSION SHALL BE CLASS B SPLICES EXCEPT THAT CLASS A SPLICES ARE ALLOWED WHEN ONE-HALF OR LESS OF THE TOTAL REINFORCEMENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH. 3. db = NOMINAL DIAMETER OF A BAR. 4. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. 5. OTHER BARS ARE ALL VERTICAL REINFORCING, ALL HORIZONTAL WALL REINFORCING, AND HORIZONTAL REINFORCING WITH LESS THAN 12" OF CONCRETE BELOW BAR. 6. SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING DIFFERENT SIZE BARS. 7. NON-CONTACT LAP SPLICED BARS SHALL NOT BE SPACED TRANSVERSELY FUTHER APART THAN ONE -FIFTH OF THE REQUIRED LAP SPLICE LENGTH NOR 6 INCHES. 8. LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS UNLESS OTHERWISE SHOWN. FACE OF SUPPORT COLUMN OR WALL REINFORCING BAR EXTEND BAR STRAIGHT UNO PROVIDE STANDARD HOOK WHERE NECESSARY REINFORCING BAR SPLICE AND STRAIGHT DEVELOPMENT LENGTHS SCHEDULE "Ld" 12" MIN 12d OR d1 1/2" MIN"Ld" TOP TOP TOP OTHER OTHER OTHER OTHER REINFORCING BAR #5 #7 #6 14" 10" 12" #3 #4 BAR SIZE 6" 8" 3,000 12" 9" 10" 11" 8" 9" GENERAL USE (NON-SEISMIC) NORMAL WEIGHT CONCRETE, f'c (psi) 6" 7" 4,000 6" 6" 5,000 NOTES: 1. SIDE COVER >2 1/2 INCHES. 2. END COVER (90° HOOKS) > 2 INCHES. 3. FOR SIDE COVER < 2 1/2 INCHES AND END COVER < 2 INCHES, MULTIPLY THE TABULATED VALUES BY 1.43. T=Asfy FACE OF SUPPORT FACE OF SUPPORT STD HOOK MINIMUM TENSION EMBEDMENT LENGTHS, (ldh), FOR STANDARD END HOOKS ON GRADE 60 BARS 90° HOOK180° HOOK T=Asfy D DldhFOR STANDARD HOOK SIZES, SEE "STANDARD HOOK AND TIE DETAILS" EFPOR I SSON G ILA NE NREET M O N A N A MONKS TY 15860 ER GIS No. R EET PE D REVISIONS No. Date Revision / Issue SHEET INFORMATION Issue Date Job Number Scale SHEET TITLE SHEET NUMBER Drawn Checked PROJECT NO. © 2020 IMEG CORP. IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. DISCLAIMER 12/21/2020 2:24:14 PMC:\Revit Local Files\2020 - Front St Pedestrian Bridge RVT16 Central_Tyler.J.Fagenstrom.rvt 1/2" = 1'-0" COORDINATION BOZEMAN, MT FRONT ST PEDESTRIAN BRIDGE 20005922 TJF TM 12/21/2020 S1.1 TYP. CONC. DETAILS CITY OF BOZEMAN PARKS AND REC DEPARTMENT 20005922 1/2" = 1'-0"1 REINFORCING BAR SPLICE SCHEDULE AND NOTES (GRADE 60) 1/2" = 1'-0"2 EMBEDMENT LENGTHS FOR HOOKED BARS 108 WEST BABCOCK STREET BOZEMAN, MT 59715 406.582.9901 FAX: 406.582.9992 www.imegcorp.com CORNERINTERSECTION DOUBLE MAT (4) #5 VERT TYP UNO CORNER BAR MAY BE USED IN LIEU OF BEND 90° HOOK TYP SPLICE HORIZ LAP SPLICEHORIZ LAPMAX OFFSET BEND PRINCIPAL REINFORCING 90° HOOK 180° HOOK NOTES: 1. ALL BENDS SHALL BE MADE COLD. 2. #14 AND #18 BARS SHALL BE BEND-TESTED AND APPROVED PRIOR TO BENDING. 6d AT #5 OR SMALLER BARS OR 12d AT #6 TO #8 BARS 6d AT #8 OR SMALLER BARS TIES AND STIRRUPS ONLY: #3 : D = 1 1/2" #4 : D = 2" #5 : D = 2 1/2" #6 : D = 4 1/2" 1 6d90° HOOK TIE OR STIRRUP 135° HOOK TIE OR STIRRUP.4d OR 2 1/2" MINd. D D 12dD D EFPOR I SSON G ILA NE NREET M O N A N A MONKS TY 15860 ER GIS No. R EET PE D REVISIONS No. Date Revision / Issue SHEET INFORMATION Issue Date Job Number Scale SHEET TITLE SHEET NUMBER Drawn Checked PROJECT NO. © 2020 IMEG CORP. IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. DISCLAIMER 12/21/2020 2:24:14 PMC:\Revit Local Files\2020 - Front St Pedestrian Bridge RVT16 Central_Tyler.J.Fagenstrom.rvt 3/4" = 1'-0" COORDINATION BOZEMAN, MT FRONT ST PEDESTRIAN BRIDGE 20005922 TJF TM 12/21/2020 S1.2 TYP. CONC. DETAILS CITY OF BOZEMAN PARKS AND REC DEPARTMENT 20005922 3/4" = 1'-0"1 REINFORCING AT CONCRETE WALL INTERSECTIONS 3/4" = 1'-0"2 STANDARD HOOK AND TIE DETAILS 108 WEST BABCOCK STREET BOZEMAN, MT 59715 406.582.9901 FAX: 406.582.9992 www.imegcorp.com (O U TSID E F.O.W. T O O UTSID E F.O.W.) 56'-1 1/2" B O Z E M A N C R E E K PATH P A T H S2.1 1 S2.2 1 (BA CK W ALL T O BA CK W ALL) 55'-5 1/2" FOUNDATION PLAN NOTES 1. SEE SHEET S1.1 FOR STRUCTURAL NOTES. SEE SHEET S1.2-1.3 FOR TYPICAL CONCRETE DETAILS. 2. FOUNDATIONS HAVE BEEN DESIGNED TO RESIST LOADS IMPOSED BY BRIDGE LOADS (PROVIDED BY CONTECH ENGINEERED SOLUTIONS, LLC.) AND RETAINED SOIL LOADS. DESIGN BRIDGE REACTIONS / ABUTMENT: DEAD - 13,500 LBS UNIFORM LIVE LOAD - 35,000 LBS VEHICLE LOAD - 10,000 LBS WIND - (SEE BRIDGE DWGS) THERMAL - (SEE BRIDGE DWGS) 3. CRANE STAGGING PLAN SHALL BE REVIEWED AND APPROVED BY FOUNDATION ENGINEER PRIOR TO CONSTRUCTION. ABUTMENTS HAVE BEEN DESIGNED FOR 10,000 LBS VEHICLE LOAD AT BRIDGE APPROACH SIDE. 7. CONTRACTOR TO FIELD-VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 8. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. EFPOR I SSON G ILA NE NREET M O N A N A MONKS TY 15860 ER GIS No. R EET PE D REVISIONS No. Date Revision / Issue SHEET INFORMATION Issue Date Job Number Scale SHEET TITLE SHEET NUMBER Drawn Checked PROJECT NO. © 2020 IMEG CORP. IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. DISCLAIMER 12/21/2020 2:24:15 PMC:\Revit Local Files\2020 - Front St Pedestrian Bridge RVT16 Central_Tyler.J.Fagenstrom.rvt As indicated COORDINATION BOZEMAN, MT FRONT ST PEDESTRIAN BRIDGE 20005922 TJF TM 12/21/2020 S2.0 OVERALL FDN PLAN CITY OF BOZEMAN PARKS AND REC DEPARTMENT 20005922 1/16" = 1'-0"1 OVERALL BRIDGE ABUTMENT PLAN 108 WEST BABCOCK STREET BOZEMAN, MT 59715 406.582.9901 FAX: 406.582.9992 www.imegcorp.com 1'-6"21'-8" 1 S3.1 6'-6"6"6" 22'-8"2'-6"2'-6"BRIDGE1'-2"4"5'-1 3/4"9'-8 1/2"6'-9 3/4" 4'-10 1/4"4'-10 1/4" 4:12 4:12 ABUTMENT FOOTINGS BRIDGE BEARING BRIDGE ABUTMENT 3'-9 3/8"3'-2 3/4"5'-6"1'-0"4 :1 2 4:12 EFPOR I SSON G ILA NE NREET M O N A N A MONKS TY 15860 ER GIS No. R EET PE D REVISIONS No. Date Revision / Issue SHEET INFORMATION Issue Date Job Number Scale SHEET TITLE SHEET NUMBER Drawn Checked PROJECT NO. © 2020 IMEG CORP. IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. DISCLAIMER 12/21/2020 2:24:15 PMC:\Revit Local Files\2020 - Front St Pedestrian Bridge RVT16 Central_Tyler.J.Fagenstrom.rvt 3/8" = 1'-0" COORDINATION BOZEMAN, MT FRONT ST PEDESTRIAN BRIDGE 20005922 TJF TM 12/21/2020 S2.1 NW ABUTMENT FDN CITY OF BOZEMAN PARKS AND REC DEPARTMENT 20005922 3/8" = 1'-0"1 NORTHWEST ABUTMENT PLAN 2 NORTHWEST ABUTMENT PERSPECTIVE 108 WEST BABCOCK STREET BOZEMAN, MT 59715 406.582.9901 FAX: 406.582.9992 www.imegcorp.com 14.3°1 S3.12'-6"1'-6"2'-6"6'-6"2'-6"1'-6"2'-6"6'-6"6" 6" 16'-0" 8'-6 3/4" BRIDGE 24'-3 1/2" 15'-2 1/8" 7'-9" 5'-1 3/4"4'-10 1/4" 7'-8" 8'-0 7/8" 4 3/4"4"1'-2"14'-10 1/4" 5'-1 3/4"9'-8 1/2" 4'-10 1/4" 4:12 4:12 1'-0"1 4 . 3 ° BRIDGE BEARING ABUTMENT FOOTING BRIDGE ABUTMENT5'-6"3'-9 3/8"2'-11 3/8"4 :1 2 4:12 EFPOR I SSON G ILA NE NREET M O N A N A MONKS TY 15860 ER GIS No. R EET PE D REVISIONS No. Date Revision / Issue SHEET INFORMATION Issue Date Job Number Scale SHEET TITLE SHEET NUMBER Drawn Checked PROJECT NO. © 2020 IMEG CORP. IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. DISCLAIMER 12/21/2020 2:24:15 PMC:\Revit Local Files\2020 - Front St Pedestrian Bridge RVT16 Central_Tyler.J.Fagenstrom.rvt 3/8" = 1'-0" COORDINATION BOZEMAN, MT FRONT ST PEDESTRIAN BRIDGE 20005922 TJF TM 12/21/2020 S2.2 SE ABUTMENT FDN CITY OF BOZEMAN PARKS AND REC DEPARTMENT 20005922 3/8" = 1'-0"1 SOUTHEAST ABUTMENT FOUNDATION PLAN 2 SOUTHEAST ABUTMENT PERSPECTIVE 108 WEST BABCOCK STREET BOZEMAN, MT 59715 406.582.9901 FAX: 406.582.9992 www.imegcorp.com BRIDGE / PATH ANCHOR BOLTS ANCHOR BOLTS SECTION A-A 4'-7 1/2"4'-7 1/2"9'-3"A.B. (4) TOTAL / ABUTMENT. CONC. BREAST WALLSTREAM SIDE2 3/4"TO FINISHED GRADE3'-6" MINEXCAVATE TO UNDISTURBED NATIVE GRANULAR SOILS AND FILL TO B.O.F. WITH LEAN CONCRETE OR STRUCTURAL FILL PER GEOTECH REPORT. EL = 4758'-0" T.O. BRIDGE DECK EL = 4752'-6" T.O.F. FINISHED GRADE AND RIP RAP PER CIVIL #4x4'-6" @ 12" o.c. TRANS. TOP BAR. #4 @ 9"o.c. LONG. BAR, TYP @ TRANS. REINF. OUTSIDE FACE REINF: #4 @ 12"o.c. VERTS, #4 @ 12"o.c. HORIZ. TERM. VERT. IN STD HOOK. ¾"Øx1'-3" GALV. A.B. W/ 3"SQ.x1/4" PLATE WASHER AT EMBED END. TYP. (4) #3 HAIRPINS.20"45.0°20"ANCHOR BOLTS STREAM SIDE TYP.2"4"6"4" 1'-2"4"1'-0"2'-6"1'-6"2'-6" 6'-6" CLR 2"CLR3"CLR2"CLR 2"11 1/4"BRIDGE APPROACH STRUCT. FILL, SEE CIVIL DWGS.AA (2) #4 HORIZ. AT BREAST WALL. COMPACTED BACKFILL - 95% MAXIMUM DRY DENSITY PER ASTM D 698. INSIDE FACE REINF: #5 @ 12" o.c. VERT. & #4 @ 10" o.c. HORIZ. HOOK INSIDE VERTS INTO FTG TOE.5'-6"FDN DRAIN PER CIVIL DWGS. 4"6"4" 1'-2"4"2" CLR CLR 2"11 1/2"3 1/2"SEE BRIDGE DWGS FOR BALANCE OF CONN. INFO PER GEOTECH RECOMMENDATIONS TYP. EFPOR I SSON G ILA NE NREET M O N A N A MONKS TY 15860 ER GIS No. R EET PE D REVISIONS No. Date Revision / Issue SHEET INFORMATION Issue Date Job Number Scale SHEET TITLE SHEET NUMBER Drawn Checked PROJECT NO. © 2020 IMEG CORP. IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. DISCLAIMER 12/21/2020 2:24:15 PMC:\Revit Local Files\2020 - Front St Pedestrian Bridge RVT16 Central_Tyler.J.Fagenstrom.rvt 3/4" = 1'-0" COORDINATION BOZEMAN, MT FRONT ST PEDESTRIAN BRIDGE 20005922 TJF TM 12/21/2020 S3.1 ABUTMENT SECTION CITY OF BOZEMAN PARKS AND REC DEPARTMENT 20005922 3/4" = 1'-0"1 BRIDGE ABUTMENT 108 WEST BABCOCK STREET BOZEMAN, MT 59715 406.582.9901 FAX: 406.582.9992 www.imegcorp.com