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East Tamarack Reconstruction-Record Drawing
EAST TAMARACK STREET RECONSTRUCTION LIS EL SHE BY 2 H VRE GLASG W CITY OF BOZEMAN 2 87 2 N BOZEMAN, MT 93 AT FAIL JUNE 2020 G DIVE BOZEMAN, MT M S ILL LEWIS WIN 1Z HE NA 87 12 ILES ITY j 93c+ i B i•N-�3=gin NNw I lb B M BILL GS :i •'•, ti "' �irl A - , .�,.•� ,�- PROJECT LOCATI01 PROJECT LOCATION '� sI * E TAMARACK ST STATE OF MONTANA 'f CERTIFICATION t � I HEREBY CERTIFY THAT THE ATTACHED PLANS WERE PREPARED BY r �e•' •r_E ASPEN ST .:' -+� ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY COUNCIL MEMBERS REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF MONTANA. MAYOR CITY OF BOZEMAN CYNDY ANDRUS PO BOX 1230 121 NORTH ROUSE AVE. w DATE: DEPUTY MAYOR BOZEMAN, MT 59771 E COTTONWOOD ST Q CHRIS MEHL PH:406.582.2320 4. .. U + �'-• 7" CERTIFICATION Q titf��r J r a, I HEREBY CERTIFY THAT THE ATTACHED PLANS WERE PREPARED BY CITY COMMISSIONERS w �f, .y l TERRY CUNNINGHAM z E PEACH ST { ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY JEFF KRAUSS j z yG REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF MONTANA. I-HO POMEROY w co yp UTILITY COMPANIES 0Q °+^; DATE: NORTHWEST ENERGY CHARTER COMMUNICATIONS _ z j PO BOX 490 951 WEST CUSTER AVENUE BOZEMAN, MT.59771-0490 BOZEMAN, MT.59601 E FRIDLEY ST LINDA GALE ED SELF •^ �� CENTURYLINK 2707 W. MAIN STREET m BOZEMAN, MT.59718 E LAMME ST LISA WHITE _ RECORD DRAWINGS: ~11 E MENDENHALL ST v JUNE, 2020 f: ►, z VICINITY MAP THESE DRAWINGS WERE PREPARED FROM INFORMATION NO SCALE PROVIDED BY THE CONTRACTOR - - AND THE CITY OF BOZEMAN FOR .�NTgNq., PREPARATION OF RECORD DRAWINGS. INFORMATION HAS �''• NOT ALL BEEN VERIFIED BY KLJ. * ' T. SHANE '•* ALL INSTRUCTIONS (I.E. INSTALL, STRONG REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE 21 PE CONSIDERED IN PAST TENSE. / 1982 STADIUM DR,SUITE 3 ONE CALL O• 6/ •�/ ' BOZEMAN, MT 59715 BEFORE DIGGING' 4/,,CENSE� G�� PH:406.404.1849 1-800-424-5555 SS�ONAL EN'' FAX:855.288.8055 <KLI www.kljeng.com KLJ PROJECT NO. 16417100 Jun 09,2020-2:50pm-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\KLJ_CoverSheet.dwg(11x17) ©KLJ 2018 INDEX OF SHEETS ��KL� GENERAL INTERSECTION DETAILS BASIS OF SURVEY: CONTROL TRAVERSE COORDINATE DATA G1 COVER SHEET INT1 E.TAMARACK STREET GRADING DETAIL:STA 5+50-7+50 HO STATE PLANE DAD 83(2011) HORRIZONIZON TAL DATUM:NAD 83 POINT# NAME NORTHING FASTING ELEVATION G2 INDEX OF SHEETS, PROJECT CONTROL&COORDINATE DATA INT2 E.TAMARACK STREET GRADING DETAIL:STA 9+67.21 -10+50 GEOID:GEOID 12A(CONUS) G3 LEGEND,GENERAL NOTES&ABBREVIATIONS INT3 E.TAMARACK STREET GRADING DETAIL:STA 10+50-12+50 VERTICAL DATUM:CITY OF BOZEMAN DATUM 7 CP 7 528642.7910 1578949.0160 4750.410 G4 GENERAL NOTES&BASIS OF PLAN QUANTITIES INT4 E.TAMARACK STREET GRADING DETAIL:STA 13+00-14+20 HORIZONNTATA88(N L ANDD V- FT)ERTICAL UNITS: 9 CP9 528696.0700 1579332.4430 4748.700 V G5 TYPICAL SECTIONS 1 &2 INTERNATIONAL FEET 10 CP 10 528697.7390 1578554.8330 4748.850 G6 TYPICAL SECTIONS 3&4 PERMANENT SIGNING&MARKINGS LOCAL SITE SETTINGS: G7 TYPICAL SECTION 5 TC1 EXISTING SIGNING CONDITIONS:STA 4+00-10+00 LOCAL NORTHING:0.00 11 CP 11 528645.0600 1578167.8930 474s.54o G8 SANITARY SEWER AND STORM DRAIN DETAILS TC2 EXISTING SIGNING CONDITIONS:STA 10+00-14+20 LOCAL EASTING:0.00 G9 MISCELLANEOUS DETAILS TC3 PERMANENT SIGNING&MARKING:STA 4+00-10+00 GRID NORTHING:0.00 0 GRID EASTING:0.00 N G10 MISCELLANEOUS BRIDGE DETAILS TC4 PERMANENT SIGNING&MARKING:STA 10+00-14+20 GROUND SCALE FACTOR:0.999428671 CROSS SECTIONS DISTANCES ARE GROUND PROPOSED CENTERLINE COORDINATE DATA EXISTING CONDITIONS&REMOVALS XS1 CROSS SECTIONS:STA 4+73.61 -5+50.00 R1 EXISTING CONDITIONS&REMOVALS:STA 4+00-10+00 XS2 CROSS SECTIONS:STA 5+53.76-6+00.00 POINT# STATION NORTHING EASTING R2 EXISTING CONDITIONS&REMOVALS:STA 10+00-14+20 XS3 CROSS SECTIONS:STA 6+15.00-6+50.00 BP 1+00.00 528675.3347 1578039.3171 XS4 CROSS SECTIONS:STA 6+82.58-7+50.00 FIBER OPTIC CONDUIT XS5 CROSS SECTIONS:STA 8+00.00-8+50.00 9+96.80 528668.8164 1578936.0930 w FOC1 FIBER OPTIC PLAN:STA-2+75-1+50 XS6 CROSS SECTIONS:STA 8+71.66-9+50.00 10+85.18 528668.1740 1579024.4693 FOC2 FIBER OPTIC PLAN:STA 1+50-7+50 XS7 CROSS SECTIONS:STA 9+66.44-12+49.35 PC 13+64.82 528666.1415 1579304.1079 FOC3 FIBER OPTIC PLAN:STA 7+50-13+50 XS8 CROSS SECTIONS:STA 12+65.00-13+34.39 z PT 13+96.06 528652.4117 1579330.9092 RAFTED SANITARY SEWER EP 14+20.00 528633.0784 1579345.041. BEV SS1 SANITARY SEWER PLAN&PROFILE:STA 5+50-9+50 MVFg SS2 SANITARY SEWER PLAN&PROFILE:STA 9+50-14+20 PROJECT STORM DRAIN ST1 STORM DRAIN PLAN&PROFILE:STA 4+00-8+00 ST2 STORM DRAIN PLAN&PROFILE:STA 10+00-14+00 GEOMETRIC DESIGN H G Cl GEOMETRIC DESIGN PLAN&PROFILE:STA 4+00-10+00 V LU C2 GEOMETRIC DESIGN PLAN&PROFILE:STA 10+00-14+20 D Q Z H p Z O 0 V V 06 W � Q � O Hwy W N Z Z W IllILL O N H } o c� C Co Yv O U a RECORD DRAWINGS: w JUNE, 2020 w x THESE DRAWINGS WERE Q PREPARED FROM INFORMATION LL PROVIDED BY THE CONTRACTOR 0 AND THE CITY OF BOZEMAN FOR ~ W PREPARATION OF RECORD a Z DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. G2 Jun 9,2020-2:59 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Legend,Gen.Notes.dwg ©KLJ 2018 LEGEND GENERAL NOTES: ABBREVIATIONS KLI 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 6TH EDITION OF THE MONTANA PUBLIC 14 WORKS STANDARD SPECIFICATIONS(MPWSS)AND THE CITY OF BOZEMAN STANDARD BOUNDARIES/MATERIALS STREETS CURVE NOTES EXISTING ITEM PROPOSED MODIFICATIONS 2011 EDITION INCLUDING ADDENDUMS#1 AND#2. WATER MAIN • 2. ALL DESIGN SURVEY WAS COMPLETED BY OTHERS AND PROVIDED TO KLJ. THE BLK -BLOCK AVE=AVENUE PC=POINT OF CURVATURE SUB =SUBDIVISION BLVD=BOULEVARD PI=POINT OF INTERSECTION FIRE HYDRANT LOCATIONS OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE. AM=AMENDED CIR=CIRCLE PT=POINT OF TANGENCY CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS AND COS =CERTIFICATE OF SURVEY LN=LANE PVI=POINT OF VERTICAL INTERSECTION GATE VALVE m ELEVATIONS PRIOR TO ANY CONSTRUCTION.ANY DEVIATIONS FROM DESIGN R/W =RIGHT OF WAY PL=PLACE VPC=VERTICAL POINT OF CURVATURE CURB STOP }( LOCATIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. SEC=SECTION RD=ROAD VPI=VERTICAL POINT OF INTERSECTION DAMAGE TO EXISTING UTILITY LINES RESULTING FROM CONTRACTOR'S ACTIONS NO. =NUMBER ST=STREET VPT=VERTICAL POINT OF TANGENCY BEND SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. GR=GRAVEL TRL=TRAIL L=LENGTH OF VERTICAL CURVE TEE ►� P.C.C.=PORTLAND CEMENT CONCRETE DR=DRIVE K=AASHTO K-VALUE CROSS � 3. PROPERTY BOUNDARIES OR RIGHT OF WAY WIDTHS ARE NOT DESCRIBED IN THESE ASP =ASPHALT DIRECTION CONC=CONCRETE RP=RADIUS POINT PLANS AND THE PROJECT LIMITS ARE TO BE FROM BACK TO BACK OF EXISTING AC PVMT=ASPHALT CONCRETE PAVEMENT D REDUCER SIDEWALKS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING WRITTEN AC=ASPHALT CEMENT FEATURES PERMISSION TO ENCROACH ON PRIVATE PROPERTY OUTSIDE THE PROJECT LIMITS. PVMT=PAVEMENT N=NORTH WATER SERVICE RECONNECT RCP =REINFORCED CONCRETE PIPE S=SOUTH TBC=TOP BACK OF CURB WATER MANHOLE OW 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DEPTHS AND LOCATIONS OF PVC=POLY-VINYL CHLORIDE PIPE E=EAST EW=EDGE OF SIDEWALK LED=LIGHT EMITTING DIODE W=WEST EC=EDGE OF CONCRETE PROPOSED UTILITY TIE-INS PRIOR TO INSTALLATION OF ANY PIPING OR NE=NORTH EAST SPRINKLER HEAD O CBC=CRUSHED BASE COURSE FL=FLOW LINE APPURTENANCES. NW=NORTH WEST WATER METER ® CMP=CORRUGATED METAL PIPE SE=SOUTH EAST NV=INVERT ELEVATION SANITARY SEWER MAIN » LT=LEFT 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UTILITIES MISCELLANEOUS SW=SOUTH WEST SW=SIDEWALK BEFORE COMMENCING WORK. PRIOR TO EXCAVATION,THE CONTRACTOR SHALL GV=GATE VALVE RT=RIGHT SANITARY MANHOLE OS CONTACT"ONE CALL"AT 800-424-5555. APPROX=APPROXIMATE SA=MANHOLE F N=SANITARY SEWER SERVICE RECONNECT AL LOC=LOCATION SSMH=SANITARY SEWER MANHOLE 6. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO REMOVE OR EX.=EXISTING MEASUREMENT SD=STORM DRAIN CLEANOUT • RELOCATE EXISTING UTILITIES AS NEEDED TO ACCOMMODATE THE WORK. SUCH MAX=MAXIMUM SDMH=STORM DRAIN MANHOLE o STORM SEWER MAIN > COORDINATION SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS.IT IS THE MIN=MINIMUM SF =SQUARE FEET CR=CURB RAMP Z CONTRACTOR'S RESPONSIBILITY TO ENSURE UTILITY REMOVALS,REPLACEMENTS OC=ON CENTER SY =SQUARE YARDS WM=WATER MAIN STORM SEWER MANHOLE S AND RELOCATIONS ARE COMPLETED WITHOUT DELAYS TO THE CONTRACT TIME. PPSD=PROPOSED CF =CUBIC FEET DRAFTED TYP=TYPICAL STD STANDARD BEV GAL GALLON(U.S.) MT=MAST CURB INLET ® STA=STATION DIA = DIAMETER REVIEWED 7. CONTRACTOR SHALL PROVIDE A ONE(1)WEEK NOTICE TO THE ENGINEER AND HT=HEIGHT TSS DBL=DOUBLE TWLTL=TWO WAY LEFT TURN LANE CATCH BASIN OWNER PRIOR TO BEGINNING ANY CONSTRUCTION. TEMP=TEMPORARY IN = INCH PR6417Um 100 FT = FOOT N GAS=NATURAL GAS 16417100 UNDER GROUND ELECTRIC e CONST=CONSTRUCTION LF = LINEAL FEET CB=CATCH BASIN 8. ANY DISCREPANCY DISCOVERED BY THE CONTRACTOR IN THE PLANS OR PROJECT RECON=RECONSTRUCTION PSF= POUNDS PER SQUARE FOOT issue DATE OVERHEAD ELECTRIC E(q MANUAL SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER WHEN LMT=LIMIT R = RADIUS 06/2020 POWER POLE f DISCOVERED.THE CONTRACTOR SHALL ALLOW TIME FOR CLARIFICATION. BEG=BEGIN EA = EACH RET=RETAINING VF = VERTICAL FOOT SURVEY GUY WIRE 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS.MONUMENTS TRANS=TRANSITION DISTURBED OR DESTROYED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. OFF=OFFSET BM=BENCH MARK LIGHT POLE REHAB=REHABILITATION CP=CONTROL POINT 0 RSFO=REPLACE SIGN FACE ONLY BP=BEGINNING POINT PROJECT ELECTRICAL JUNCTION BOX ■ 10. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES.IF ACCESS CLOSURE IS REQUIRED,THE CONTRACTOR SHALL PROVIDE EP=ENDING OF PROJECT ELECTRICAL METER U WRITTEN NOTICE 24 HOURS IN ADVANCE OF CLOSURE TO AFFECTED OWNERS AND ELECTRICAL OUTLET/PLUG-IN ® EMERGENCY SERVICE PROVIDERS. = N T UNDERGROUND TELEPHONE r Z 11. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A TRAFFIC CONTROL L�L O TELEPHONE MANHOLE ® PLAN IN CONFORMANCE WITH THE CITY OF BOZEMAN REQUIREMENTS.PLAN TO BE r P TELEPHONE PEDESTAL A APPROVED BY THE CITY PRIOR TO COMMENCING WITH ANY WORK IN THE PUBLIC U Q RIGHT-OF-WAY. Z UNDERGROUND CABLE TV Tv O W CABLE TV PEDESTAL 12. CONTRACTOR SHALL PREPARE AND SUBMIT TO ENGINEER TAPPING REQUESTS AND '+ m VALVE OPERATING REQUESTS PER CITY OF BOZEMAN REQUIREMENTS.REQUESTS V GAS LINE TO BE APPROVED BY CITY PRIOR TO TAPPING EXISTING WATER MAINS OR LU Z Q GAS METER © OPERATING EXISTING VALVES. < GRADING LIMITS 13. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION N y LU CONCRETE CURB&GUTTER PRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION. W 0 Q LLJ O EDGE OF ASPHALT SURFACE EDGE OF GRAVEL SURFACE ———— 14. THE OWNER AND ENGINEER RESERVE THE RIGHT TO PROVIDE ADDITIONAL TESTING O N O -1UPON THEIR OWN DISCRETION. IF NEEDED,THE CONTRACTOR SHALL COOPERATE Z � � r „- AND ASSIST THE OWNER AND/OR ENGINEER IN COLLECTION OF ADDITIONAL TESTING m Q J BITUMINOUS/CONCRETE SURFACE SAMPLES. AT A MINIMUM THIS MAY INCLUDE EXCAVATION OF TEST PITS FOR U W DETECTABLE WARNING PANELS o o COMPACTION TEST VERIFICATIONS FOR EACH LIFT OF TRENCH BACKFILL, ® EMBANKMENT MATERIAL OR AGGREGATE BASE MATERIAL. THE CONTRACTOR U Z BUILDING SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE OWNER AND ENGINEER, 0 CHAIN LINK FENCE PRIOR TO COVERING WORK,TO ALLOW TIME FOR QUALITY VERIFICATION. WOOD FENCE —o RECORD DRAWINGS: Q Id Z 15. WATER AND SEWER MAIN SEPARATION SHALL BE PER MT DEQ REQUIREMENTS. �J U N E, 2020 BARB WIRE FENCE x W TREES CONIFEROUS/DECIDUOUS 16. EXISTING PIPES TO BE ABANDONED IN PLACE SHALL BE CAPPED AND INSPECTED BY THESE DRAWINGS WERE Q W THE CITY OR ENGINEER PRIOR TO BACKFILLING. PREPARED FROM INFORMATION J BUSH �3 PROVIDED BY THE CONTRACTOR CULVERT ® 17. ALL AREAS COVERED BY TOPSOIL DURING FINAL GRADING SHALL BE SEEDED BEFORE FINAL ACCEPTANCE. AND THE CITY OF BOZEMAN FOR U) DRAINAGE DIRECTION PREPARATION OF RECORD Q EDGE OF CREEK 18. CONTRACTOR SHALL MAINTAIN FIELD AS-BUILT DRAWINGS AND SHALL MEASURE AND DRAWINGS. INFORMATION HAS W SHOW LOCATIONS OF ALL MANHOLES,INLETS,BURIED WATER MAIN FITTINGS,AND NOT ALL BEEN VERIFIED BY KLJ. SIGN 41 VALVES.AS-BUILT DRAWINGS SHALL PROVIDE RIM AND INVERT ELEVATIONS OF ALL ALL INSTRUCTIONS (I.E. INSTALL, I7 MAIL BOX STRUCTURES AND TOP OF WATER ELEVATIONS AT ALL FITTINGS AND VALVES. REMOVE, REPLACE, ETC.)HAVE J PROPERTY PIN Do BEEN COMPLETED&SHOULD BE SHEET ® CONTROL POINT CONSIDERED IN PAST TENSE. G3 Jun 9,2020-2:58 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Legend,Gen.Notes.dwg @ KLJ 2018 GRADING NOTES: STORMWATER POLLUTION PREVENTION PLAN NOTES: 1. SITE EXCAVATION,BACKFILL AND GRADING SHALL COMPLY WITH TEMPORARY EROSION CONTROL MEASURES SPECIFIED ON THIS PLAN ARE SUGGESTED MINIMUM MEASURES SECTION 02230 OF THE MPWSS.NO SEPARATE MEASUREMENT AND AND MUST BE FIELD VERIFIED BY THE CONTRACTOR TO DETERMINE IF THEY ARE ADEQUATE TO ELIMINATE TKLI PAYMENT WILL BE MADE FOR EXCAVATION,REMOVAL AND DISPOSAL OF EROSION AND SEDIMENT. THE CONTRACTOR IS FULLY RESPONSIBLE FOR MONITORING EROSION AND EXISTING ASPHALT OR OTHER CLASSIFICATION OF MATERIALS WITHIN IMPLEMENTING ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH THE CONDITIONS OF A STORM THE ENVELOPE OF THE PROPOSED STREET TYPICAL SECTIONS. WATER POLLUTION PREVENTION PLAN(SWPPP)AND PREVENT DISCHARGE OF SOIL LADEN RUNOFF AND EXCAVATION,REMOVAL AND PROPER DISPOSAL OF ALL MATERIALS IS DAMAGE TO THE PROJECT FROM FLOWS ENTERING THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO z DEVELOP THE SWPPP AND FILE A NOTICE OF INTENT NOI WITH THE GOVERNING AUTHORITY. EROSION AND 4 INCLUDED IN THE PAY ITEM FOR EXCAVATION ABOVE SUBGRADE. ( ) Tn SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF CONSTRUCTION w 2. TOP SOIL SHALL BE PLACED AT A UNIFORM DEPTH. THE TOTAL AND AFTER CONSTRUCTION UNTIL SEEDING AND ANY OTHER PERMANENT SURFACE STABILIZATION HAS BEEN THICKNESS OF ALL LIFTS SHALL NOT EXCEED 12"NOR BE LESS THAN 6". ESTABLISHED. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION(NOT)AFTER THE SITE HAS BEEN NO TOP SOIL SHALL BE PLACED UNDER POTENTIAL DRIVEWAY RESTORED AND STABILIZED WITH THE PROPER LANDSCAPING AND OTHER VEGETATION,AND CONSTRUCTION LOCATIONS,OR USED AS TRENCH BACKFILL. IS COMPLETE. PREPARING THE SWPPP,FILING A NOI AND NOT,IMPLEMENTING EROSION CONTROL MEASURES AND ALL ASSOCIATED PERMIT FEES ARE CONSIDERED INCIDENTAL TO THE TEMPORARY EROSION CONTROL BID 3. FINAL GRADES AFTER ALL SITE EXCAVATION,GRADING,COMPACTION ITEM. AND PLACEMENT OF LANDSCAPE SOIL SHALL COMPLY WITH THE GRADES 1. CONTRACTOR IS RESPONSIBLE FOR MINIMIZING TRACKING OF SOIL AND DEBRIS ONTO ADJACENT SHOWN ON THIS DRAWING.SURPLUS MATERIALS SHALL BE HAULED OFF PROPERTIES AND ROADWAYS.TRACKING MUST BE REMOVED BY THE END OF EACH DAY. AND DISPOSED OF BY THE CONTRACTOR. 2. INSPECT ALL EROSION CONTROL ELEMENTS WEEKLY OR AFTER ALL STORM EVENTS OF 'OF RAIN OR GREATER AND DOCUMENT IN ACCORDANCE WITH THE REQUIREMENTS OF NOTICE OF INTENT. WD�Mr�ED 3. ALL WASTE AND UNUSED BUILDING MATERIALS SHALL BE PROPERLY DISPOSED OF AND NOT ALLOWED TO STORM DRAIN NOTES: BE CARRIED OFF-SITE BY RUN-OFF OR WIND. 4. ALL OFF SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR A STORM 1. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND EVENT SHALL BE CLEANED UP BY THE END OF EACH DAY. PHASING TO ACCOMMODATE STORM WATER DURING CONSTRUCTION.THE REVIEWED CONTRACTOR SHALL IMPLEMENT A LOGICAL CONSTRUCTION SEQUENCE THAT TSS 5. UPON COMPLETION OF THE PROJECT,ALL DISTURBED AREAS NOT PERMANENTLY LANDSCAPED SHALL BE PROJECT NUMBER ENSURES DOWNSTREAM STORM WATER INFRASTRUCTURE IS IN PLACE TO SEEDED AS SPECIFIED BY THE LANDSCAPE PLANS. 16417100 FACILITATE PROPER DRAINAGE DURING CONSTRUCTION. ISSUE- 2. STORM DRAIN MANHOLES AND INLETS SHALL NOT HAVE FORMED CHANNELS AND 6. FABRIC INSIDE THE INLET AND CATCH BASIN GRATING SHALL BE REMOVED AS SOON AS FREEZING 06/2020 THE LOWEST PIPE INVERT SHALL BE 18-INCHES HIGHER THAN THE BOTTOM OF THE WEATHER OCCURS SO DRAINAGE IS NOT IMPAIRED THROUGHOUT THE WINTER MONTHS. ALL EROSION STRUCTURE IN ACCORDANCE WITH CITY OF BOZEMAN STANDARD DETAILS UNLESS CONTROL PRACTICES REMOVED OR DAMAGED DUE TO WINTER WEATHER SHALL BE REPLACED IN THE NOTED OTHERWISE ON THE PLANS. SPRING IMMEDIATELY AFTER THE THAW. 3. ALL MANHOLE ACCESS COVERS SHALL BE ORIENTED TO AVOID PLACEMENT WITHIN 7. EROSION CONTROL DEVICES DESTROYED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE Z THE WHEEL PATH OF VEHICULAR TRAFFIC. REPAIRED BY THE END OF THE WORK DAY. O 4. ALL STATION AND OFFSET CALLOUTS ON THE PLANS FOR NEW SANITARY SEWER, 8. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OF WATER AND STORM WATER FACILITIES ARE BASED ON THE EAST TAMARACK CONSTRUCTION AFTER STABILIZATION AND PERMANENT LANDSCAPING HAS BEEN INSTALLED. U y STREET CENTERLINE ALIGNMENT. = LLJ 5. GRATE ELEVATIONS NOTED ON THE PLANS FOR STORM WATER INLETS ARE BASED ON THE ELEVATION OF THE GRATE AT THE FLOWLINE OF THE CURB AND GUTTER. (— /A z 6. STATION AND OFFSET CALLED OUT ON THE STORM DRAIN PLAN AND PROFILES V, Q REFER TO THE CENTER OF THE CONCRETE STRUCTURE. Z O a U z W z IL BASIS OF PLAN QUANTITIES: w O ASPHALT CONCRETE SURFACE COURSE GRADE TYPE B = 2 TON/CY W O Q N ASPHALT CEMENT PG 58-28 = 6.0%OF PLANT MIX SURFACING LU m g N SS-1 OR CSS-1 EMULSIFIED ASPHALT TACK COAT = 0.1 Gal/SY LL O Q Co Y U W U 0 z RECORD DRAWINGS: JUNE, 2020 w THESE DRAWINGS WERE Q W PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR PREPARATION OF RECORD Q DRAWINGS. INFORMATION HAS LJ.I NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. G4 Jun 9,2020-2:58 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Legend,Gen.Notes.dwg Q KLJ 2018 STA 5+00.32 LT TO STA 6+13.36 LT STA 5+00.32 RT TO STA 6+13.36 RT & �' CONCRETE SIDEWALK WIDTH:5.00' CONCRETE SIDEWALK WIDTH:5.00' ```` BOULEVARD WIDTH:5.50' BOULEVARD WIDTH:5.50' STA 12+25.00 LT TO STA 13.37+50 LT STA 12+25.00 RT TO STA 13.37+50 RT CONCRETE SIDEWALK WIDTH:5.00' CONCRETE SIDEWALK WIDTH:5.00' BOULEVARD WIDTH:5.50' BOULEVARD WIDTH:5.50' RIGHT-OF-WAY 60' 1.00' VARIES - 18.50, 18.50, EXISTING GROUND 2"(TYP.)-TYPE B 2"(TYP.)-TYPE B VARIES 1.00, EXISTING GROUND o �j VARIES VARIES ASPHALT PAVEMENT TOP ASPHALT PAVEMENT LOWER S( C LIFT LIFT 1/4" VARIES 5.00' G << w 0.75' 1.5% 1.5% 1.25 -- _y - 1�5%% 3.5% 3.0% ` 5.. s`O EXISTING GROUND r.`:.., /�c EXISTING GROUND 4"TOPSOIL r ?"i :'- 4"CONCRETE 4"CONCRETE 9"(TYP.) SIDEWALK SIDEWALK 2sC: J�bb�b�b sb7d0 3"-1"CRUSHED WASHED e ��-r = 4"TOPSOIL 3"-1"CRUSHED WASHED AGGREGATE ^ � AGGREGATE o MIRAFI 160N NON-WOVEN COMPACTED SUBGRADE CITY OF BOZEMAN STANDARD CURB&GUTTER 6"-1-1/2"MINUS SEPARATION FABRIC OR 0 CRUSHED BASE COURSE APPROVED EQUAL TACK Z 11"-3"MINUS TBC LT=CL-0.22' CDF CRUSHED SUB-BASE COURSE TBC RT=fL-0.13' RE�DF TYPICAL ROAD SECTION 1: BEv PROJECTNUMBER STA 4+73.61 TO STA 6+15.00 16417100 ssuE onTE 12+25.00 TO STA 12+64.99 06/2020 NO SCALE RIGHT-OF-WAY Z 60' O F- 1.00' VARIES 18.50, 18.50, EXISTING GROUND 2"(TYP.)-TYPE B 2"(TYP.)-TYPE B VARIES 1.00, EXISTING GROUND ?j VARIES VARIES ASPHALT PAVEMENT TOP ASPHALT PAVEMENT LOWER LIFT LIFT VARIES VARIES G 0.75' \O 1/4" R� Q VARIES VARIES 1.25' VARIES VARIES _3.0% 2.5% f— f— Z EXISTING GROUND r 4"CONCRETE EXISTING GROUND U 06 4"TOPSOIL 4"CONCRETE 9„(TYP.) o 0 0 _;, ; .:. SIDEWALK W Z SIDEWALK -: o - - '�. 3"-1"CRUSHED WASHED bbbb obbbbbbbbb Z 3"-1"CRUSHED WASHED - 4"TOPSOIL AGGREGATE LU O AGGREGATE �� W0 < MIRAFI 160N NON-WOVEN COMPACTED SUBGRADE W coV 6"-1- MINUS SEPARATION FABRIC OR LL W W CRUSHED BASEE COURSE APPROVED EQUAL TACK O N CITY OF BOZEMAN STANDARD 11"-3"MINUS TBC LT=CL-0.13' CURB&GUTTER (� � m J CRUSHED SUB-BASE COURSE TBC RT=fL-0.05' V U (� FL TYPICAL ROAD SECTION 2: STA 6+15.00 TO STA 6+43.00 U NO SCALE RECORD DRAWINGS: Q NOTES: JUNE, 2020 Q 1. THE ASPHALT BINDER SHALL BE PG 58-28. THESE DRAWINGS WEREPREPARED FROM INFORMATION 2. SEEDING AREA SHALL CONSIST OF AREA BETWEEN THE TOP BACK OF CURB AND THE PROVIDED BY THE CONTRACTOR FRONT OF THE SIDEWALK,THE AREA BETWEEN THE HANDICAP ACCESSIBILITY RAMPS AT AND THE CITY OF BOZEMAN FOR THE CURB RETURNS,ANY SLOPES CREATED FROM THE TOP BACK OF CURB TO THE PREPARATION OF RECORD EXISTING GROUND CATCH POINT,AND OTHER DISTURBED AREAS SPECIFIED BY THE Q ENGINEER. DRAWINGS. INFORMATION HAS W 3. CONTRACTOR SHALL MAKE A NEAT VERTICAL SAWCUT OF THE EXISTING ASPHALT PRIOR NOT ALL BEEN VERIFIED BY KLJ. TO NEW ASPHALT PLACEMENT. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE 4. STREET MAY NOT BE CENTERED IN RIGHT-OF-WAY. BEEN COMPLETED&SHOULD BE SHEET 5. CONTRACTOR SHALL OVERLAP NON-WOVEN SEPARATION FABRIC ABOVE THE-1-1/2" CONSIDERED IN PAST TENSE. G5 CRUSHED BASE COURSE BEHIND THE BACK OF CURB. Jun 9,2020-3:05 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\TYP SECTIONS.dwg ®KLJ 2018 RIGHT-OF-WAY < KLI 60' 16.50' 16.50' 2"(TYP.)-TYPE B 2"(TYP.)-TYPE B VARIES ASPHALT PAVEMENT TOP ASPHALT PAVEMENT LOWER VARIES LIFT LIFT 0.75' VARIES(2%MAX) VARIES(2%MAX) —� 3.0 2.5% �— z 6"CONCRET SIDEWALK 6 CONCRETE .'- •'�" SIDEWALK •;;�.'..,,:.,., .,..-. ...'.;,:=, j4 EXISTING BRIDGE DECK TACK TYPE B ASPHALT PAVEMENT TACK TBC LT=(L-0.10' LEVELING COURSE(AS TACK TBC RT=CL-0.02' NEEDED) TYPICAL ROAD SECTION 3: STA 6+43.00 TO STA 6+82.58 NO SCALE o 0 z STA 6+82.58 TO STA 7+24.17 CDF TRANS.TYP.ROAD SEC.2 TO TYP.ROAD TRANS.SEC 4 REVIEWED BEV RIGHT-OF-WAY PROJECT NUMBER 60' 16417100 (.` ISSUE DATE 1.00' 10.50' 18.50' C 18.50' 06/2020 EXISTING GROUND 2"(TYP.)- TYPE B 2"(TYP.)-TYPE B 10.50' 1.00, EXISTING GROUND 2j 5.00' 5.50' ASPHALT PAVEMENT TOP ASPHALT PAVEMENT LOWER J.� 3� LIFT LIFT 5.50'715.00' G '0.75 1/4" Z1.5% 1.5% 1.25' J 1.5% .5% 04.0% 3.0% — EXISTING GROUND F 4 S�Opc EXISTING GROUND � i 4"CONCRETE 4'TOPSOIL 9"(TYP.) 4"CONCRETE SIDEWALK :. SIDEWALK 3"-1"CRUSHED WASHED � � � � 4"TOPSOIL 3"-1"CRUSHED WASHED AGGREGATE \\ AGGREGATE Z MIRAFI 160N NON-WOVEN `COMPACTED SUBGRADE CITY OF BOZEMAN STANDARD CURB&GUTTER O 6"-1-1/2"MINUS SEPARATION FABRIC OR CRUSHED BASE COURSE APPROVED EQUAL TACK W Z M 11"-3"MINUS TBC LT=CL-0.30' CRUSHED SUB-BASE COURSE TBC RT=CL-0.13' F Z TYPICAL ROAD SECTION 4: STA 6+96.40 TO STA 9+66.44 H LU O NO SCALE W m Q V O N N O J Y0 0 FL Q ~ RECORD DRAWINGS: NOTES: JUNE, 2020 1. THE ASPHALT BINDER SHALL BE PG THESE DRAWINGS WERE Qss-28. PREPARED FROM INFORMATION 2. SEEDING AREA SHALL CONSIST OF AREA BETWEEN THE TOP BACK OF CURB AND THE PROVIDED BY THE CONTRACTOR FRONT OF THE SIDEWALK,THE AREA BETWEEN THE HANDICAP ACCESSIBILITY RAMPS AT AND THE CITY OF BOZEMAN FOR ~ THE CURB RETURNS,ANY SLOPES CREATED FROM THE TOP BACK OF CURB TO THE (n EXISTING GROUND CATCH POINT,AND OTHER DISTURBED AREAS SPECIFIED BY THE PREPARATION OF RECORD Q ENGINEER. DRAWINGS. INFORMATION HAS W 3. CONTRACTOR SHALL MAKE A NEAT VERTICAL SAWCUT OF THE EXISTING ASPHALT PRIOR NOT ALL BEEN VERIFIED BY KLJ. TO NEW ASPHALT PLACEMENT. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE 4. STREET MAY NOT BE CENTERED IN RIGHT-OF-WAY. BEEN COMPLETED&SHOULD BE sHeer 5. CONTRACTOR SHALL OVERLAP NON-WOVEN SEPARATION FABRIC ABOVE THE-1-1/2" CONSIDERED IN PAST TENSE. G6 CRUSHED BASE COURSE BEHIND THE BACK OF CURB. Jun 9,2020-3:06 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\TYP SECTIONS.dwg (DKLj 2018 v KLI 0 0 P4'EW STA 12+49.35 TO STA 12+64.99 TRANS.TYP.ROAD SEC.1 TO TYP.ROAD TRANS.SEC 5Mo RIGHT-OF-WAY 60' 1.00' 18.50' 18.50' EXISTING GROUND 2"(TYP.)-TYPE B 2"(TYP.)-TYPE B VARIES 1.00, EXISTING GROUND ASPHALT PAVEMENT TOP ASPHALT PAVEMENT LOWER S?j 5.00' LIFT LIFT VARIES 5.00' GJ�G 1.25' 1.5% 1.51 ` t. 3.5% 3.0% r / / 4'F/CC S�OOc EXISTING GROUND v EXISTING GROUND C 4"CONCRETE (TYP.) 4" ONCRETESIDEWALK SIDEWALK - - _ 4"TOPSOIL 3"A"CRUSHED WASHED 3"-1"CRUSHED WASHED _ AGGREGATE Z AGGREGATE s—'-- � `\\ MIRAFI 160N NON-WOVEN `COMPACTED SUBGRADE CITY OF BOZEMAN STANDARD CURB&GUTTER O 6"-1-1/2"MINUS SEPARATION FABRIC OR V Lf) CRUSHED BASE COURSE APPROVED EQUAL TACK W Z Z 11"-3"MINUS TBC LT=(L-0.22' Q O CRUSHED SUB-BASE COURSE TBC RT=fL-0.13' � TYPICAL ROAD SECTION 5: STA 12+64.99 TO STA 13+34.39 �j N Z v NO SCALE W LU m � N SLL ON O Q Y 0 a U RECORD DRAWINGS: Q NOTES: JUNE, 2020 1. THE ASPHALT BINDER SHALL BE PG THESE DRAWINGS WERE QsB-28. PREPARED FROM INFORMATION 2. SEEDING AREA SHALL CONSIST OF AREA BETWEEN THE TOP BACK OF CURB AND THE PROVIDED BY THE CONTRACTOR FRONT OF THE SIDEWALK,THE AREA BETWEEN THE HANDICAP ACCESSIBILITY RAMPS AT AND THE CITY OF BOZEMAN FOR ~ THE CURB RETURNS,ANY SLOPES CREATED FROM THE TOP BACK OF CURB TO THE (n EXISTING GROUND CATCH POINT,AND OTHER DISTURBED AREAS SPECIFIED BY THE PREPARATION OF RECORD Q ENGINEER. DRAWINGS. INFORMATION HAS W 3. CONTRACTOR SHALL MAKE A NEAT VERTICAL SAWCUT OF THE EXISTING ASPHALT PRIOR NOT ALL BEEN VERIFIED BY KLJ. TO NEW ASPHALT PLACEMENT. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE 4. STREET MAY NOT BE CENTERED IN RIGHT-OF-WAY. BEEN COMPLETED&SHOULD BE sHeer 5. CONTRACTOR SHALL OVERLAP NON-WOVEN SEPARATION FABRIC ABOVE THE-1-1/2" CONSIDERED IN PAST TENSE. G7 CRUSHED BASE COURSE BEHIND THE BACK OF CURB. Jun 9,2020-3:07 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\TYP SECTIONS.dwg Q KLj 2018 f ROADWAY CENTERLINE 8.00'(MAX.)SEE PLANS <<KLI MILL EX.ASPHALT TO A DEPTH OF 2"MIN.MILLED TRAFFIC LANE TRAFFIC LANE ASPHALT SHALL BE 4"(TYP.)-TYPE B 12"MIN.OVERLAP SECURED OVERLAID WITH SPECIFIED ASPHALT PAVEMENT TOP I C I BY STAPLES OR SEWING ASPHALT MIX TO MATCH EX. LIFT PG 58-28 VARIES I I GRADES&CROSS SLOPES 8"MIN.M-4000 SAWCUT(TYP.) SEE PLANS - I CONCRETE OR I I I MANHOLE ACCESS AND STEPS FLOWABLE FILL NEW PVC STORM ALIGNED TO BE OFFSET FROM DRAIN LATERAL ,-4— ,Py_ PIPES IN MANHOLE AND TO (TYP.) l L\.\ AVOID VEHICLE WHEEL PATHS. H �A b b b b b b c 0 0 0 0 0 0 r-----LJ 6„MIN. ----- H-- o 0 0 NEW PVC STORM _ = - w DRAIN MAIN I I I CENTER OF MANHOLE TO BE P VING SECTION I D D D D, =I 9"(MIN.) 9"(MIN.) ALIGNED WITH STATIONS AND (SEE TYPICAL (TYP.) I I —III ° _ _ OFFSETS GIVEN ON STORM SECTIONS) I I I III DRAIN PLAN AND PROFILE SHEETS D D D,' D D D, _ NEW SEWER MAIN _ I _ _ _ _ _ _ BEDDING AND - NEW SEWER MIAN BEDDING AND _ _ _ _ _ _ _ _ _ ^) BACKFILL PER I—�I—�I�—I—�I—�I—�I—�I—�I I II BACKFILL PER MPWSS MPWSS TYPICAL STORM MANHOLE ALIGNMENT WRAP ALL SIDES WITH MARAFI 160N FABRIC SCALE:NOT TO SCALE D D D e D D D e GEOTEXTILE WRAP FOR SHALLOW UTILITY MAINS _„— =„I ROADWAY CENTERLINE SCALE:NOT TO SCALE CONCRETE PAVEMENT PATCH o TRAFFIC LANE TRAFFIC LANE SCALE:NOT TO SCALE G 7 I MID STANDARD CITY OF BOZEMAN I ICI VARIES SANITARY SEWER AND STORM DRAIN RTSS I I I SEE PLANS~I MANHOLE ACCESS AND STEPS I I I NON-PAVED I PAVED MANHOLE PER COB DETAIL DRAWING PROJECT UME R ALIGNED TO BE OFFSET FROM I I NEW PVC SAN. 02720-3 16417100 PIPES IN MANHOLE AND TO — SEWER MAIN IN AREAS NOT TO BE PAVED I ISSUE DATE Y \ (TYP.) PROVIDE 6"TOPSOIL& 06/2020 AVOID VEHICLE WHEEL PATHS. /� � ( ) REVEGETATE SAW CUT --H a EXISTING —I- - GROUND \ _? ♦� NEW PVC SAN.SEWER _ CENTER OF MANHOLE TO BE I _ THICHNESS PER PLAN TRUNK LINE BASE COURSE TYPE& (TYP.) BACKFILL WITH Cl-LIGNED WITH STATIONS AND i i I DETAILS OFFSETS GIVEN ON SAN.SEWER p p I PLAN AND PROFILE SHEETS I I TYPE-C UP TO 6"BELOW GRADE BACKFILL WITH TYPE-A, J COMPACTED TO 90%OF THE C_a_I I p o MAXIMUM DRY UNIT WEIGHT Q ACCORDING TO ASTM D1557 TYPICAL SEWER MANHOLE ALIGNMENT REMOVE MANHOLE LU FRAME,COVER& o SCALE:NOT TO SCALE CONE SECTION(TYP) (< o 0 o Z Z OR 2'MINIMUM CONTRACTOR SHALL O SPACER-MAX.OF ONE FOOT FROM EACH SIDE OF JOINT. I EXTEND MANHOLE V SPACERS ON EACH SIDE OF JOINTS SHALL BE RESTRAINED. PSI END SEAL MODEL'C' O O BASE 6"MINIMUM FROM W 0 5 OUTSIDE EDGE OF Z STABILIZED F— V(MAX)�� 6'(MAX)— o 0 0 o SAND FILLWITH OR FLOWABLE STRUCTURE W O MATERIAL AND W N Z COMPACT. Q Q N ............................ (SEE NOTE) W m 2 0 H LH • LLCo 0N z 24"CARRIER PIPE ` .......... r r Q Q.. .'.I.'.'.'.'.'..'.'.'..'.'.'.'. 0 U) - I,....•.•.-.-.-.-.•.•.•.•.• BUST HOLE ••I U LJ.I n n I IN BOTTOM ••I SANITARY SEWER AND STORM DRAIN MANHOLE BASE DETAIL Y NOTES: GROUT u - •••••••••••OF MANHOLE'.' GROUT PLUG PIPE U W PLUG f .I. ...I PLUG ENDS(TYP.) SCALE:NOT TO SCALE 1. COATED CASING,SIZE PER SPECIFICATIONS. ADVANCE MODEL Q co SSI OR CASECADE 2. ONE SPACER SHALL BE PLACED NOT MORE THAN ONE FOOT FROM WATERWORKS RECORD DRAWINGS: Q Q EACH END OF THE CASING. ,IF MODEL CCS JUNE, 2020 CASING SPACERS C H 3. PVC CARRIER-ONE SPACER SHALL BE PLACED ON THE SPIGOT END THESE DRAWINGS WERE Q Z OF EACH SEGMENT.WHEN THE JOINT IS COMPLETE,THE SPACER PREPARED FROM INFORMATION Q SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE (n SPACER PUSHED THE JOINT AND RELIEVES COMPRESSION WITHIN PROVIDED BY THE CONTRACTOR THE JOINT.SUBSEQUENT SPACERS SHALL BE PLACED AT 6-0" ABANDON PIPI IN PLACE WITH PLOWABLE FILL OFF REMOVE PER PLAN AND THE CITY OF BOZEMAN FOR INTERVALS. Co NOTE: PREPARATION OF RECORD a 4. CARRIER PIPE WITHIN THE LIMITS OF THE CASING TO BE CASING SPACER DRAWINGS. INFORMATION HAS RESTRAINED AT EVERY JOINT.SEE SPECIFICATIONS FOR CONFIGURATION FLOWABLE FILL SHALL MEET REQUIREMENTS NOT ALL BEEN VERIFIED BY KLJ. W ACCEPTABLE RESTRAINING DEVICES. OF MPWSS SECTION 02225. ALL INSTRUCTIONS (I.E. INSTALL, PIPE CASING DETAIL ABANDONED MANHOLE & PIPE DETAIL REMOVE, REPLACE, ETC.)HAVE SCALE:NOT TO SCALE BEEN COMPLETED&SHOULD BE SHEET SCALE:NOT TO SCALE CONSIDERED IN PAST TENSE. C7$ Jun 9,2020-3:10 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_Details(2).dwg ©KLJ <�KLI ASPHALT CONCRETE PAVEMENT 4"SOLID PROPOSED PROPOSED PER PLAN WHITE STRIPE LIP OF CURB FACE OF CURB EXISTING ROAD 2.0' COLD-MILLED BUTT JOINT EXISTING AC TBC PROPOSED C&G EXISTING BASE a a a a a o D w APPLY TACK PRIOR TO CRUSHED BASE COURSE PER � PAVING PLAN 6'-0" COLD-MILLED BUTT JOINT SCALE:NOT TO SCALE 0 4" PD-ED 2'-0" 4" PAVEMENT PER PLAN 4" REVIEWED SWF BASE COURSE PER PLAN DIRECTIONAL ARROW FOR BIKE LANE b PROJECT NUMBER SUBBASE COURSE PER PLAN SCALE:NOT TO SCALE 16417100 9'_G�� ISSUE DATE i 06/2020 I} 6'-0" 6'-0" PER I Z o PLAN O O O O O 2g�'t O O O O O O O O O O O O O O O O O O O O O O 7" m SHARROW SYMBOL V7, SCALE:NOT TO SCALE L 3"MINUS SUBBASE COURSE ,+ J TENSAR TX5 GEOGRID ON W Z W MIRAFI 160N NON-WOVEN FABRIC OR APPROVED EQUALS. OIL 2 ~ w 2 N SEE NOTE LIMITS OF UNSUITABLE SUBGRADE NOTE #im W p Q O 1 (WIDTH VARIES) 1 W c,_��, m � w LL O Iw Q PAY LIMITS - - r m J NO ES: ~ J LU 1. GRID&FABRIC SHALL BE PLACED 10'BEYOND THE LIMITS UNSUITABLE SUBGRADE. 2. MIRAFI RS5801 MAY BE SUBSTITUTED FOR GEOGRID AND NON-WOVEN FABRIC. a Q N 3. CONTRACTOR SHALL USE A SMOOTH BUCKET BACKHOE OR EXCAVATOR - - -® RECORD DRAWINGS: 7 WORKING FROM THE EXISTING PAVEMENT SURFACE OR SOLID SUBGRADE.AFTER Q EXISTING UNSUITABLE MATERIAL HAS BEEN REMOVED,PLACE GEOSYNTHETICS Lif J U N E, 2020 r ACCORDING TO THE CONSTRUCTION DETAIL AND IN ACCORDANCE WITH 2 MANUFACTURER'S RECOMMENDATIONS.THEN PLACE SUB-BASE COURSE IN 3'-4" THESE DRAWINGS WERE Q MINIMUM TEN(10)INCH AND MAXIMUM TWELVE(12)INCH LIFTS.PLACE SUB-BASE PREPARED FROM INFORMATION BY END DUMPING METHODS.RUBBER-TIRED CONSTRUCTION EQUIPMENT WILL 5'-0" PROVIDED BY THE CONTRACTOR NOT BE ALLOWED ON THE WET CLAY SUBGRADE.CRUSHED BASE AND PAVEMENT BIKE LANE SYMBOL SURFACING CAN THEN BE PLACED.ADVANCE ACROSS THE GEOSYNTHETICS AND SCALE:NOT TO SCALE AND THE CITY OF BOZEMAN FOR a COMPACT TO A MINIMUM OF 95 PERCENT OF ITS STANDARD PROCTOR DENSITY. BIKE LANE PREPARATION OF RECORD SCALE:NOT TO SCALE DRAWINGS. INFORMATION HAS W SUBGRADE STABILIZATION NOT ALL BEEN VERIFIED BY KLJ. SCALE:NOT TO SCALE ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. G9 Jun 9,2020-3:14 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Misc Detail(2).dwg @ KLJ 2018 REMOVE SIDEWALK CONCRETE. INCLUDED IN THE UNIT PRICE BID FOR BRIDGE RAIL-PEDESTRIAN <<KLI DO NOT REMOVE ANY CONCRETE —f FROM DECK OR DAMAGE DECK. (TYP.BOTH SIDES) 3 SPA.@ 7'-8"=23'-0" EDGE OF SLAB CONCRETE MIDSPAN BRIDGE T-BEAM GIRDERS REMOVE EXISTING RAIL WITH INTEGRAL DECK FACE OF NEW RAIL CROSS SECTION - SIDEWALK DEMO DETAIL SCALE:NOT TO SCALE z 0 #4 HOOKED DOWELS @ 48"O.C. DRILL AND ADHESIVE ANCHOR (SEE ADHESIVE ANCHOR DETAIL THIS SHEET) E.TAMARACK STREET PEDESTRIAN BRIDGE RAIL CENTERLINE (SEE MDT STD.DWG.SBR-PED) w f 6"(MIN) REMOVE EXISTING BRIDGE RAIL&POST ANCHOR POSTS PER RAIL o #4 @ 18"O.C.EA WAY (BOTH SIDES) ANCHORAGE DETAIL THIS SHEET o CROSS SECTION - NEW SIDEWALK DETAIL M�C SCALE:NOT TO SCALE Mo CUT EXISTING BOLT FLUSH WITH CONCRETE AND COAT 3/4"0 THREADED WITH GALVANIZED PAINT ANCHOR MEETING ASTM A780 FACE OF NEW RAIL TYPICAL SECTION SEE ADHESIVE LL ANCHORAGE DETAIL r THIS SHEET V 4tREMOVE EXISTING RAIL = J EDGE OF SLAB � W RAIL ANCHORAGE DETAIL PLAN Z G SCALE:NOT TO SCALE O Z BRIDGE PEDESTRIAN RAIL DETAIL W 8„ DOWEL ANCHORAGE 4„ RAIL ANCHORAGE SCALE:NOT TO SCALE Q EMBEDMENT EMBEDMENT w O lW m Q N � LLw � O N Z DRILL HOLE 1/8"LARGER THAN '~ >- O Q ANCHORAGE BAR ~ Co OR PER MANUFACTURER'S V U W DRILL HOLE 1/8"LARGER THAN RECOMMENDATIONS ANCHORAGE BAR U W OR PER MANUFACTURER'S Q N RECOMMENDATIONS RECORD DRAWINGS: Q a JUNE, 2020 THESE DRAWINGS WERE Q Z ADHESIVE ANCHORAGE DETAIL PREPARED FROM INFORMATION N PROVIDE AN ADHESIVE WITH A MINIMUM CHARACTERISTIC BOND STRENGTH IN ADHESIVE ANCHORAGE DETAIL PROVIDED BY THE CONTRACTOR UNCRACKED CONCRETE OF 1.5 K.S.I. EMBED THE ANCHOR NO LESS THAN 6" PROVIDE AN ADHESIVE WITH A MINIMUM CHARACTERISTIC BOND STRENGTH IN REGARDLESS OF CHARACTERISTIC BOND STRENGTH.CONTRACTOR TO VERIFY THAT NO UNCRACKED CONCRETE OF 1.5 K.S.I.ANCHORAGE LOCATION SHALL BE VERIFIED BY AND THE CITY OF BOZEMAN FOR U) DECK REINFORCEMENT WILL BE ENCOUNTERED WHILE DRILLING.ENGINEER TO ENGINEER TO MISS DECK REINFORCEMENT PRIOR TO COMPLETION OF CONCRETE PREPARATION OF RECORD Q APPROVE SPACING MODIFICATIONS OF ADHESIVE ANCHORS. DECK.DO NOT DAMAGE DECK REINFORCEMENT WITH GROUTED ANCHORAGES. DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ADHESIVE ANCHORAGE DETAIL - BRIDGE RAIL ADHESIVE ANCHORAGE DETAIL - NEW SIDEWALK ALL INSTRUCTIONS (I.E. INSTALL, SCALE:NOT TO SCALE SCALE:NOT TO SCALE REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. G 1 0 Jun 9,2020-3:16 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_Details(2).dwg ©KLJ 2018 NOTES: l 1. REMOVAL OF EXISTING SANITARY ggKL SEWER SERVICES SHALL BE INCIDENTAL TO THE COST OF THE NEW SEWER SERVICE LINE. 2. THE CONTRACTOR SHALL SALVAGE THE FOLLOWING EXISTING ITEMS: REMOVE AND REPLACE EX. ALL MANHOLE LIDS AND CASTINGS, BRIDGE GUARDRAIL WITH MDT ALL INLET FRAMES AND GRATES, ABANDON EX.GAS STANDARD PEDESTRIAN BRIDGE SIGNS,AND FIRE HYDRANTS.ITEMS MAIN IN PLACE REMOVE EX.TREES RAIL(SEE DETAIL ON SHEET G10) > SHALL BE RETURNED TO THE RELOCATE EX. (� OWNER.THE OWNER WILL RELOCATE EX. RELOCATE EX. TELEPHONE PEDESTAL __ DETERMINE THE LOCATION. z LIGHT POLE SHED (BY OTHE BARKER ` REMOVE EX. Z v w w -- REMOVE EX. GAS MAIN fll 3. CONTRACTOR SHALL COORDINATE w w BOLLARDS to WORK WITH PRIVATE UTILITY o a D__ ! RELOCATION WORK. _ —P/ J 4. UNLESS OTHERWISE SPECIFIED, X sT w w w w 0 ALL EXISTING TREES SHALL REMAIN w 4 I0 _ —I 5+p _ 6+00 _ — 7+ _ _ _ IN PLACE.CONTRACTOR SHALL w_ 8+00 9+00 1 Sr ROOT CUT TREES PRIOR TO s s s s ABANDON EX. EXCAVATION PER THE PROJECT SSMH IN PLACE E. TAMARACK STREET c G c�- REMOVE 14 LF—� MANUAL. F c EX.30"PVC SAN SEWER MAIN — o E(o e o S -- S S 5. UTILITY MAINS TO BE ABANDONED IN PLACE SHALL BE PLUGGED AT RELOCATE EX. o RELOCATE EX POWER POLE UTILITY MARKER BOTH ENDS AND FILLED WITH i E RELOCATE EX. (BY OTHERS) RELOCATE EX. (BY OTHERS) PLOWABLE FILL MEETING THE POWER POLE CLEAR EX. POWER POLES JJJ ABANDON EX. REQUIREMENTS OF MPWSS BEV (BY OTHERS) VEGETATION (BY OTHERS) TFILLND ABANDON IN PLACE SSMH IN PLACE aSECTION 02225.F EX.14"ACP SAN SEWER MAIN sTSS (SEE NOTE 6.) r. 6. CONTRACTOR SHALL REFERENCE PROJECT NUMBER SPECIAL PROVISION FOR 16417100 ASBESTOS CEMENT PIPE REMOVAL issuE onTE 06/2020 IN SECTION 00910 OF PROJECT MANUAL.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING I` ASBESTOS INSPECTION AND ADDITIONAL PERMITTING AS z �.,. REQUIRED FOR WORK ASSOCIATED O WITH DEMOLITION OF EXISTING I ACP PIPE. CD O O LEGEND CD z EXISTING ITEM ABANDON Q 0 � WATER MAIN w V N FIRE HYDRANT t7 LU Z J GATE VALVE 2 W H ; s— SANITARY SEWER MAIN s O LU N �S SANITARY MANHOLE OS N LU Q LU ST STORM SEWER MAIN LL O LU 06 sr STORM SEWER MANHOLE ® zs o zs so � U m Z CURB INLET CONCRETE DRIVEWAY Y SCALE FEET '1 CONCRETE SIDEWALK Q ———— — — — CONCRETE CURB&GUTTER EDGE OF ASPHALT SURFACE RECORD DRAWINGS: Q v JUNE, 2020 EDGE OF GRAVEL SURFACE Z BITUMINOUS/CONCRETE SURFACE THESE DRAWINGS WERE N GRAVEL SURFACE PREPARED FROM INFORMATION ® PROVIDED BY THE CONTRACTOR CHAIN LINK FENCE AND THE CITY OF BOZEMAN FOR W WOOD FENCE PREPARATION OF RECORD Q BARB WIRE FENCE DRAWINGS. INFORMATION HAS LU TREES CONIFEROUS/DECIDUOUS NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, BUSH REMOVE, REPLACE,ETC.)HAVE d SIGN BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. R� Jun 5,2020-10:00 AM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Removals.dwg (D KLJ 2018 a NOTES: 1. REMOVAL OF EXISTING SANITARY `I III W j SEWER SERVICES SHALL BE \�PL r II > INCIDENTAL TO THE COST OF THE J I Q II NEW SEWER SERVICE LINE. Lial III U 2. THE CONTRACTOR SHALL SALVAGE 3 \ THE FOLLOWING EXISTING ITEMS: hJI III Q RELOCATE EX. RAILCAR s ALL MANHOLE LIDS AND CASTINGS, NOTE I: (SEE TE 7) \ ALL INLET FRAMES AND GRATES, III > I RELOCATE EX. SIGNS,AND FIRE HYDRANTS.ITEMS UTILITY MARKER REMOVE EX. ,,..I RELOCATE EX. (BY OTHERS) OLLARDS SHALL BE RETURNED TO THE Z PHONE PEDESTAL OWNER.THE OWNER WILL •'I III (BY OTHERS) ADJUST EX. DETERMINE THE LOCATION. zz PULL BOX \ n{ TO GRADE REMOVE EX. 3. CONTRACTOR SHALL COORDINATE w ! (BY OTHERS) INLET WORK WITH PRIVATE UTILITY ry RELOCATION WORK. 4. UNLESS OTHERWISE SPECIFIED, REMOVE EX. ALL EXISTING TREES SHALL REMAIN STMH IN PLACE.CONTRACTOR SHALL ST aR- —ST ST—•• -ST�—�—si —ST ROOT CUT TREES PRIOR TO EXCAVATION PER THE PROJECT E. TAMARACK STREET ' REMOVE MANUAL w W Z W EX.10"STORM DRAIN 5. UTILITY MAINS TO BE ABANDONED s _ - IN PLACE SHALL BE PLUGGED AT \\ / _ 8 y BOTH ENDS AND FILLED WITH z FLOWABLE FILL MEETING THE Q REQUIREMENTS OF MPWSS DRAF ED � sr f.;l :� �(\ SECTION 02225. REVIEWED iW iii i�:. ,I FILL AND ABANDON IN PLACE REMOVE EX. s ..Z:.:: :1;-1 III III \ 'per TSS 399 LF EX.14"ACP SAN SEWER MAIN INLETCONTRACTOR :U III I PROJECT NUM ER (SEE NOTE 6) 6 SPECIAL PROVISION F FOR REFERENCE 16417100 a RELOCATE EX. ADJUST EX. S ASBESTOS CEMENT PIPE REMOVAL ssuE Dn E a UTILITY MARKER MH TO GRADE\ \ J� 06/2020 IN SECTION 00910 OF PROJECT (BY OTHERS) \\ \ k� MANUAL.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADJUST EX.PULL BOX \`� III III TO GRADE(BY OTHERS) �\ \ ASBESTOS INSPECTION AND RELOCATE EX. ADDITIONAL PERMITTING AS Z "I III 3 III ,� POWER POLE \\ m REQUIRED FOR WORK ASSOCIATED O a (BY OTHERS) s VA WITH DEMOLITION OF EXISTING C ACP PIPE. 04 P + 7. CONTRACTOR SHALL COORDINATE r LEGEND WITH PROPERTY OWNER TO RELOCATE EXISTING RAILCAR BEHIND THE RIGHT-OF-WAY,AND CD'��/� + REMOVE EXISTING TRACK AND CO O REMOVAL/ z EXISTING ITEM ABANDON RIGH-OF-WAY. THE EDGE OF 0 WATER MAIN • U N FIRE HYDRANT t'7 LU Z J GATE VALVE 2 W ; SANITARY SEWER MAIN s WNz 0 SANITARY MANHOLE OS NLU O Q LU STORM SEWER MAIN sr ILL O N STORM SEWER MANHOLE © >- O CURB INLET ® U m Z CONCRETE DRIVEWAY zs o ze eo 0 CONCRETE SIDEWALK SCALE FEET U Q G CONCRETE CURB&GUTTER / Z EDGE OF ASPHALT SURFACE RECORD DRAWINGS: EDGE OF GRAVEL SURFACE JUNE, 2020 0 I BITUMINOUS/CONCRETE SURFACE THESE DRAWINGS WERE Q Z PREPARED FROM INFORMATION H GRAVEL SURFACE ® PROVIDED BY THE CONTRACTOR N e CHAIN LINK FENCE AND THE CITY OF BOZEMAN FOR LU W WOOD FENCE PREPARATION OF RECORD x BARB WIRE FENCE DRAWINGS. INFORMATION HAS W TREES CONIFEROUS/DECIDUOUS NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, BUSH REMOVE, REPLACE, ETC.)HAVE d SIGN BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. R2 Jun 5,2020-9:59 AM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Removals.dwg ©KLJ 2018 NOTES: «v�� ±93 LF BM60- TRENCHED -- (4"-2 SDR 11 HDPE, 1. MAINTAIN A MINIMUM OF 10' BUNDLED w/20 GA TW) STA.1+37 SEPARATION FROM ALL CITY OF om BHF(30X48X36)T BOZEMAN WATER,SANITARY AND BM2(5/8)(8) STORM SEWER LINES WHERE ±359 LF BM60 -DRILL#7 (4-2"SDR11 HDPE, POSSIBLE. �:: : BUNDLED W/20 GA TW) EX. PROPERTY LINE y.;:::; 2. NO NEW MAINTENANCE HOLES TO ❑ BE PLACED IN PEDESTRIAN n;.; _::::.: SIDEWALK RAMPS. MDT CONSTRUCTION 3. REFER TO SPECIFICATIONS SECTION LIMITS Z. .. 00920 FOR CONSTRUCTION OF ALL NEW TELECOMMUNICATIONS o _ -- (SEE NOTE 5) FACILITIES. m D G - G G Fo Fo Fo _ Fo �- — Fo ,+ " 4. MAINTENANCE HOLES SHALL BE w�w w w w — - - — — O � INSTALLED FLUSH WITH FINISHED GRADE TO AVOID CREATING PUDDLE 2+7�- I - 2+00 1 00 - p+�p0 1+ p OR SHEETS OF ICE. ST, S —ST- —�T——�——sT— T-- ---f 240 —— IT — — 5. CONTRACTOR SHALL STAKE OUT E. TAMARACK STREET EXISTING RIGHT-OF-WAY AND ENSURE ALL CONSTRUCTION IS MAINTAINED WITHIN THE -- E(o) E(o) RIGHT-OF-WAY.CONTRACTOR SHALL a MAINTAIN NEW CONDUIT ALIGNMENT AT LEAST 1-FT INSIDE PUBLIC RIGHT-OF-WAY. p DRAFTED TYPICAL.. MDL GROUND ROD REVIEWED TSS LOCATION PROJECT NUMBER CAUTION 16417100 .TYPICAL QUCT.LAYOUT u SHOWN UTILITY LINE ISSUE DA E LOCATIONS ARE 06/2020 APPROXIMATE! CONTRACTOR SHALL DETERMINE EXACT NUMBERS AND LOCATIONS OF UTILITY LINES PRIOR TO Z CONSTRUCTION. O L_L O ..6"PEA GRAVEL..•.: r + C N Z N MAINTENANCE HOLE TOP VIEW 0 NON-PAVED PAVED W J THOROUGHLY TAMPED BACKFILL Q O a .. N � LU a \1 a. `W m Q � � z ' LU 30"x48"x36"HANDHOLE O O a ! I PAVING AND BASE COURSE 2 0 2 50 I� m i MEETING PROJECT (') SPECIFICATIONS SCALE FEET ? V o z 3'-6"MIN. I 3'-6"MIN. i ! RECORD DRAWINGS: v JUNE, 2020 v H I 42"HDPE 42°HDPE ` i THESE DRAWINGS WERE a IL I i PREPARED FROM INFORMATION \� 20 GAGE TRACE WIRE PROVIDED BY THE CONTRACTOR W AND THE CITY OF BOZEMAN FOR m --'-----'--------•--'---- 6"PEA GRAVEL -------------- -------' ' PREPARATION OF RECORD a LL DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET MAINTENANCE HOLE SIDE VIEW GROUND ROD CONSIDERED IN PAST TENSE. FOC1 (BM2(5/8)(8)) Jun 9,2020-2:19 PM-K:\Projects\City\MT\Bozeman\l6417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_FIBER PLAN(2).dwg ©KLJ 2018 NOTES: 1. MAINTAIN A MINIMUM OF 10' SEPARATION FROM ALL CITY OF BOZEMAN WATER,SANITARY AND STORM SEWER LINES WHERE POSSIBLE. 2. NO NEW MAINTENANCE HOLES TO BE PLACED IN PEDESTRIAN SIDEWALK RAMPS. 3. REFER TO SPECIFICATIONS SECTION 00920 FOR CONSTRUCTION OF ALL NEW TELECOMMUNICATIONS FACILITIES. 0 4. CONTRACTOR SHALL FIELD VERIFY N DEPTHS OF EXISTING WATER AND SEWER CROSSINGS AND CONDUCT BORING OPERATIONS TO MAINTAIN A MINIMUM OF 18"VERT. CLEARANCE BETWEEN THE NEW CONDUIT AND THE EXISTING W ±146 LF BM60 -DRILL#6 WATER AND SEWER MAINS. (4-2"SDR11 HDPE, Z BUNDLED W/20 GA TW) W QMDT CONSTRUCTION o LIMITS W BORE DUCT 10'(MIN.) F N 1,) MEEK BOTTOM OF � PROPOSED BED z F Ef Ef O RAN ±194 LF BM60-TRENCHED STA.4+77 DRAF EDSTA.2+g3 4-2"SDR11 HDPE, D::::::( BHF(30X48X36)T MDLZBHF(30X48X36)T BUNDLED W/20 GA TW) BM2(5/8)(8) : : : REVIEWED BM2(5/8)(8) ZE TSS r:Ca PROJECT NUMBER Zo m 16417100 � �: issuE DATE F FO 06/2020 �: D-- 0 o I -4 TV •t N N + U1_ M O.ST W W W W W W W _ ., S p ST Ci T — 2 i00 — I — sT—3+I 0—ST —I — 4 100 — —I 5+P0 _ _ 6 I00 — —I — 7+ —I S 5 5 €. TAMARACK STREET 5 5 s H "� S _E(0) ..... E(0) ErA_ _. E(0) ~ '�0 STA.1+37-2+83 G� j1. 64 Z + j BORE DUCT 5'(MIN.) Q� :.wl-20 O N BELOW INTERSECTION GRADE. LU IV g U J �0LL N � Q � O F- w a W NO z od � LL ON >- O d 25 0 25 50 vV' ~ m U SCALE FEET j CU c Q o RECORD DRAWINGS: v JUNE, 2020 Q v a a THESE DRAWINGS WERE 0 PREPARED FROM INFORMATION w PROVIDED BY THE CONTRACTOR m AND THE CITY OF BOZEMAN FOR a LL PREPARATION OF RECORD DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. FOC2 Jung,2020-4:13 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_FIBER PLAN(2).dwg ©KLJ 2018 NOTES: <<4KL 1. MAINTAIN A MINIMUM OF 10' `� SEPARATION FROM ALL CITY OF BOZEMAN WATER,SANITARY AND STORM SEWER LINES WHERE POSSIBLE. 2. NO NEW MAINTENANCE HOLES TO BE PLACED IN PEDESTRIAN SIDEWALK RAMPS. 3. REFER TO SPECIFICATIONS SECTION 00920 FOR CONSTRUCTION OF ALL NEW TELECOMMUNICATIONS FACILITIES. z 0 'w W \ ±99 LF BM60-DRILL#2 ±gg LF BM60-DRILL#2 ±336 LF BM60-DRILL#5 (4-2"SDR11 HDPE, Z (4-2"SDR11 HDPE, BUNDLED W/20 GA TW) ; (4-2"SDR11 HDPE, BUNDLED W/20 GA TW) BUNDLED W/20 GA TW) Q STA.11+07 ±54 LF BM60-TRENCHED STA.8+13 W BHF(30X48X36)T STA.11+95 - (4-2"SDR11 HDPE, BHF(30X48X36)T STA.10+08 V BM2(5/8)(8) ±187 LF BM60 DRILL#2 BHF(30X48X36)T BUNDLED W/20 GA- , TW w BM2(5/8)(8) Q (42"SDR11 HDPE ) BHF(30X48XIT BM2(5/8)(8) J BM2(5/8)(8) BUNDLED W/20 GA TW) o DaMR�ED w__W VJ wVy W _N - --- ---- REVIEWED TSS PROJECT NUMBER 8+ 0 _ 4 5T_ � /i_10�00_ sr I 11+00 12+00 T °� 13 00 ❑ 16417100 ________ ISSUE DATE < - E. TAM RAC STREET - 06/2020 i Z ±44 LF BM60-DRILL#4 "" (1-2"SDR11 HDPE, �_ CD W/20 GA TW) STA.8+19 STA.12+27 LO + BHF(30X48X36)T ±79 LF BM60-DRILL#3 I'-•I ±55 LF BM60-DRILL#1 BHF(30X48X36)T \ M BM2(5/8)(8) (4-2"SDR11 HDPE, III III (1-2"SDR11 HDPE, BM2(5/8)(8) BUNDLED W/20 GA TW) ' III I W/20 GA TW) + �i STA. \ �� BHF(30X48X36)T STA.10+19 '�I III BM2(5/8)(8) BHF(30X48X36)T III III 4 Q BM2(5/8)(8) A N J wz U. o LU a LU N LL Z � ON J >- O a 25 0 25 50 v' ~ m U SCALE FEET Y U c a z RECORD DRAWINGS: w v JUNE, 2020 V THESE DRAWINGS WERE IL PREPARED FROM INFORMATION w PROVIDED BY THE CONTRACTOR W AND THE CITY OF BOZEMAN FOR IM PREPARATION OF RECORD a DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. FOC3 Jun 9,2020-4:15 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_FIBER PLAN(2).dwg ©KLJ 2018 NOTES: <g 1. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING GAS LINE AND ADJUST IF NECESSARY.CONTRACTOR SHALL COORDINATE ADJUSTMENTS WITH THE UTILITY COMPANY. W2. PAVEMENT REPAIR/PATCHES NECESSARY FOR UTILITY Ul EXTENSIONS OUTSIDE OF STREET V RECONSTRUCTION LIMITS WILL BE n PAID BASED ON AREA SPECIFIED ON Q r THE PLANS.ADDITIONAL AREA Z z NEEDED FOR CONTRACTOR'S N F W I !''..:'i CONVENIENCE SHALL BE AT w cn W O W 1 CONTRACTOR'S EXPENSE. z 2 m -- 3. CONNECT EX.PVC SANITARY SEWER w ' � ' � � ����'•� � �*�'''•��' �� TO NEW PVC SANITARY SEWER WITH IT PVC COUPLING.CONNECT EX.CLAY o sT E. TAMARACK STREET W W W �W W W SANITARY SEWER TO NEW PVC N_ 6+00 CORE AND CONNECT 7+ 0 8+ 0 MH SS-202 9+00 SANITARY SEWER WITH FERNCO w _I NEW SAN.SWR MAIN I - - —{�� STRONG BACK COUPLING OR EQUAL. S TO EX.MANHOLE CONNECT NEW PVC SANITARY SEWER (SEE NOTE 3) S << << << « << < « < INTO EX.MANHOLE WITH ALOK MH SS-201 — BOOT SYSTEM OR EQUAL. aD « « - PRIVATE UTILITY/SERVICE 4. GROUNDWATER MAY BE ZA�V 16 LF 24PCONFLICTS: ENCOUNTERED DURING EXCAVATION SAN.SEWER @ 0.19% FOR JACK AND BORE OPERATIONS=_____= PROPOSED ` STA 9+0051 31'RT LOCATIONS ARE APPROXIMATE �/ AND SANITARY SEWER REVIEWED RECEIVING PIT MH SS-200 V� PROPOSED RECONNECT EX.SEWER SERVICE AND DEPTHS ARE UNKNOWN INSTALLATIONS.CONTRACTOR SHALL TSS SEWER PIPELINE AT ROW AND ACCESS GAS MAIN © IMPLEMENT GROUNDWATER PROJECT NUMBER AQ PROPOSED EASEMENT CONTROL MEASURES,AS 16417100 C1 BORING PIT ELECTRICAL E NECESSARY,AND THEY SHALL ISSUE D-E ^� STA 7+13.42,34'RT � 06/2020 OV SEWER CLEANOUT TELECOM/FIBER O OPERATE CONTINUOUSLY AS NEEDED STA 6+88.00,35'RT DURING THIS WORK. RECONNECT EX.SEWER SERVICE CABLE WITH CLEAN OUT 5. GROUNDWATER LEVELS IN THESE WATER SERVICE ® EXCAVATION AREAS SHALL BE Z MAINTIAINED 3 FEET(MIN.)BELOW O SEWER SERVICE QS EXCAVATION BOTTOMS.REFER TO SECTION 01560 OF THE PROJECT 4760 EAST TAMARACK STREET 4760 WATER MAIN .................................................................................................................................................................................. ........................................... .............................................................................. ASSOCIATED WITH " MANUAL FOR PERMITTING SEWER MAIN REQUIREMENTS ................................................................................................................................................................................................................................................................................................................ DEWATERING ....................................... ........MH SS-200 ................................................................ ............... .............. ..................................................................................................................... STORM DRAIN sT O 4755 ....................................... ........60"MANHOLE ................................................................ ............... ..................................................................................................................... 4755 L19 STA 5+86:59,34.34 R FINISHED GROUND ''^^ ...................:...................... ......RIM 4748.78 ............................................:.................. . .................. V, EXISTING GROUND........................................................................................................... 24"INV IN 4737.10(E) ............. Q ......:......................................:............................................................................:... 24"INV OUT 4736.90(NW).................................................................... H ...................:.............................................................................:......................................:.................................................................................................................... _ _ —...—... 4750 — _ — — 4750 U —... W—...,..:..—....... W ........................:................................ MH SS-201........... Z J ................i_!,........... ............ ......................................................................................................... N/............ 60"MANHOLE.......... d............................... I.f Q.......................................................... CREEK BOTTOM \ LL I STA 7+50.00,28.33 R.................................MH SS-202 .......................... 4745 PROFILE I RIM 4749.48 60"MANHOLE 4745 N LU / 24"INV IN 4737.47 NK STA 7+50+00,12.48 R W Z CL N ... ......:........... ...... ...:... I RIM 4747.82 Q ........................................................... ....0.6'..... ........I..........:......24"INV OUT 4737.38(W)............ W coI 24"INV IN 4737.54(E).... ...................:........... ............. ........... ......... ............... ............... ............... ............... LL LU ,fA�c................... .............................................�..... ...y. ...................... lL.....................:................... 24'IN T 4737.50(S)................ ............... ....................................... O N Q 4740 _ 4740 V OUT .... ..... - -t- .... �. co !z a ... .. .... .... ........ ..: ...... ...................:: ... ......... ......... ....... ..... ..... 25 0 25 50 Y .............................. w 4735 4735 SCALE FEET .................................................................250 LF 24"PVC SAN.SEWER @ 0.14% . .......................................... ... W 29 LF 24"PVC SAN.SEWER @ 1.48% N 110 LF JACK&BORE EX.SEWER MANHOLE 1 .....36"STEEL CASING ...........:......................................:..................................................................................... ................... ......................................... RECORD DRAWINGS: 4730 60"MANHOLE 4730 STA 5+73.72,7.84 R 164 LF 24 PVC SAN.SEWER @ 0.17% Q RIM 4748.89 ......... ... ......... ......... ..... ....................................... THESE DRAWINGS WERE a 24"INV IN 4736.47(SE) PREPARED FROM INFORMATION Z EX.30"INV OUT 4736.27(W)........... ............. ............. ............. ............. .............. .............. .............. .. .............. .............. .............. ............. ~ Q PROVIDED BY THE CONTRACTOR 4725 ....... ... ........... ............. ............. ............. ............. .............. .............. .............. .............. .............................................................................. 4725 EX.30"PVC AND THE CITY OF BOZEMAN FOR N ..............SANITARY SEWER .. ............. ............. ............. ..................................................................................................................... .............. ............. v/ PREPARATION OF RECORD .............................................................................. ... ....................................... .............. .............. .............. .............. .............. DRAWINGS. INFORMATION HAS W ...................:......................................:............................................................................:......................................:......................................:....... 4720 NOT ALL BEEN VERIFIED BY KLJ. 4720 M N av sv 616 v v ^v^v ^v^v ^v ^^ ^N^ ^^ ^+^ ^^ ^°^J ^ < ^ o< $ $ $ $ $m m$ ALL INSTRUCTIONS (I.E. INSTALL, ^^ REMOVE, REPLACE, ETC.)HAVE^ v v v v v v v v v v v v v v v v v v v v v v 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. SS1 Jun 5,2020-10:04 AM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_SEWER PLAN&PROFILE(2).dwg ©KLJ 2018 i b s NOTES: STA 9+89.29,30'LT <Cv� RECONNECT EX. II 1. CONTRACTOR SHALL VERIFY SEWER SERVICE W LOCATION OF EXISTING GAS LINE AND AT ROW LU ADJUST IF NECESSARY.CONTRACTOR SHALL COORDINATE ADJUSTMENTS WITH THE UTILITY COMPANY. III ; ���: STA 11+86.33,21'LT STA 12+g1.09,24'LT RECONNECT EX. RECONNECT EX. 2. PAVEMENT REPAIR/PATCHES Q III a,.I SEWER SERVICE SEWER SERVICE W III,, NECESSARY FOR UTILITY V 139 SY CONCRETE s III 3 Q PAVEMENT PATCH, EXTENSIONS OUTSIDE OF STREET J SEE DETAIL SHEET G8 RECONSTRUCTION LIMITS WILL BE PAID BASED ON AREA SPECIFIED ON Q A 1 w THE PLANS.ADDITIONAL AREA z ry ------ NEEDED FOR CONTRACTOR'S O .. ti -- ---------------------- - z y. _ ____ _ CONTRACTOR'S EXPENSE. z ` ¢ TiW w ___ •/ a _ MH SS / MH SS-205 --------- - $ .4 --------- 3. CONNECT EX.PVC SANITARY SEWER U, 1 w 00-� o 3 1 1 00 ____ �� 12 00 � 13 0044 TO NEW PVC SANITARY SEWER WITH N PVC COUPLING.CONNECT EX.CLAY o E. TAMARACK STREET `\ SANITARY SEWER TO NEW PVC N w w Y..�^=E w r �A - SANITARY SEWER WITH FERNCO -� O MH SS-203 moo «o) E o o). OA'' STRONG BACK COUPLING OR EQUAL. CONNECT NEW PVC SEWER S INTO EX.MANHOLE WITH IALOK G3 a :w A BOOT SYSTEM OR EQUAL. s: Uj ro o O m Z O ST �� MILL+/-184 SY STA 11+46.80,30'RT STA 13+41.01,30'RT s �� 4. GROUNDWATER MAY BE z E E & = III III EX.ASPHALT RECONNECT EX.SEWER SERVICE RECONNECT EX.SEWER SERVICE ENCOUNTERED DURING EXCAVATION :� ❑ ED SURFACE AT ROW AT ROW FOR JACK AND BORE OPERATIONS BEV Q STA 9+58.20,30'RT I III 3 II (MIN.2"DEPTH) CORE AND CONNECT AND SANITARY SEWER REVIEWED RECONNECT EX. STA 11+21.09,30'RT NEW SAN.SWR MAIN SEWER SERVICE RECONNECT EX.SEWER SERVICE TO EX.MANHOLE s INSTALLATIONS.CONTRACTOR SHALL TSS III III AT ROW IMPLEMENT GROUNDWATER PROJECT NUMBER AT ROW I III III (SEE NOTE 3) \ CONTROL MEASURES,AS 16417100 ' NECESSARY,AND THEY SHALL ISSUE OATS OPERATE CONTINUOUSLY AS NEEDED 06/2020 III III 1 DURING THIS WORK. "•� III 3 U F III III 5. GROUNDWATER LEVELS IN THESE EXCAVATION AREAS SHALL BE Z MAINTIAINED 3 FEET(MIN.)BELOW O PRIVATE UTILITY/SERVICE EXCAVATION BOTTOMS.REFER TO also EAST TAMARACK STREET 4760 SECTION 01560 OF THE PROJECT O LI T �CONF C S N MANUAL FOR PERMITTING LOCATIONS ARE APPROXIMATE REQUIREMENTS ASSOCIATED WITH AND DEPTHS ARE UNKNOWN DEWATERING. N r ............................................................................................................. LL 4755 FINISHED GROUND 4755 GAS MAIN © O ............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. ........... ...... EXISTING GROUND..................................................................... t ELECTRICAL E O ........................................................................................................................................................................................................................................................................................................................................................................... Z W 4750 ............................................._.................................................................................. .............. .............. .............. .............. .............. .............. .............. ............ 4750 y CABLE C O U G. f....{....... LU WATER SERVICE /�/ ............................................ .................. .......................................................;......................................:..............................................................................:............................................................................; LL Q ...................:................... LL ..................:...............I....1........................................................,.... ....................................>......................................:......................................:.....................................>...............�.................. 4745 4745 SEWER SERVICE Q LU ........................................................................... 0. .........,............................................................................. ...............................;.......................................;................ .......... ............ ............ .............. ..........I.... WATER MAIN ® W Z 0 269 LF 24"PVC SAN.SEWER @ 0.14% .............;.......................................;.®................................;..®... W 17] _..._..W ..........;................................. SEWER MAIN �!S LLLU 4740 -----— —! -- f — -- -- —-- - f — --- --- 4740 OSTORM DRAIN N Q I O c'l^)L ...... ........ ...... �... T MH SS-205 ....... 25 o s eo vI U d ......................................:. ....... ..........................................:. FLOWABLE FILL........... MH SS-204 60"MANHOLE MH SS-203 ENCASEMENT.. SCALE FEET 4735 60"MANHOLE STA 13+50.00,0.53 L 4735 (� LU 60"MANHOLE STA 10 81.10 0.49 R 12"CLEARANCE Q RIM 4748.73 "''" "'""STA 10 00.00,12.50 R "'"' "'' "''" RIM 4750.37 24"INV IN 4738.99(SE) W "''" ""RIM 4750.28 "'"' 24"INV IN 4738.41(E) INV OUT 4738.79(W),,,,,,,,24" „ ...........:.... RECORD DRAWINGS: cn 24 INV IN 4738.09(E) 24"INV OUT 4738.21(W)..................................;.......................................;.......................................;..............F.............. .............. ..... LOWABLE FILL ENCASEMENT ............................................ DR?5 PVC 4730 24"INV OUT 4737.89(W)' """ , 4730 (6"CLEARANCE) .....36 LF 24"PVC SAN.SEWER 0.14% .... ................... Q H ................................................................... ....................... THESE DRAWINGS WERE ............................................................................................................................................................................................................................................................................................................ ......... .......... L """""' " PREPARED FROM INFORMATION L EX.SEWER MANHOLE 2 r Z 4725 ...................:.......................................:.......................................:.......................................:................ 48"MANHOLE.......... 4725 PROVIDED BY THE CONTRACTOR ..... ...... ...... ......................................................................................................................................................................................................................................................................................... ............. STA 13+94.04,23.72 R..... ....................... FOR N AND THE CITY OF BOZEMAN ~ RIM 4748.79 PREPARATION OF RECORD EX.14"INV IN 4739.10 SE ...................;.......................................;.......................................;................... IAS .................................................................................................................................................... 4720 24"INV OUT 4739.04(NW)................................... 4720 W ao R a �n .c rNOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, aae a a a a av ev ev ev ev ev ev av av av av av av av REMOVE, REPLACE, ETC.)HAVE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+20 BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. SS2 Jun 5,2020-10:03 AM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_SEWER PLAN&PROFILE(2).dwg ©KLJ 2018 NOTES: 1. PROVIDE A EJIW 703oM5 GRATE OR <<VLI X.STORM WATER APPROVED EQUAL AT VERTICAL SAG TREATMENT STRUCTURE LOCATIONS. X.30"PVC 2. CONTRACTOR SHALL VERIFY DI ST-201 LOCATION OF EXISTING GAS LINE AND STA.7+68.00,17.5'L ADJUST IF NECESSARY.CONTRACTOR GRATE 4747.42 SHALL COORDINATE ADJUSTMENTS W X.30"RCP STORM (STD.SQUARE STORM DRAIN INLET WITH THE UTILITY COMPANY. W DRAIN OUTFALL COB NO.02720-1A) ONTRACTOR SHALL VERIFY V 12"INV OUT 4744.42(S) 3 LOCATION OF EXISTING WATER MAIN 15 LF 12" ASTM F949 PVC @ 1.10% AND ADJUST IF NECESSARY. CONTRACTOR SHALL COORDINATE W I y ADJUSTMENTS WITH THE CITY OF Q X.30"PVC 4Y{ BOZEMAN. o w (n w 4. GRATE ELEVATION SPECIFIED FOR CURB INLETS EQUALS ELEVATION AT . .....,,............. .. ...,. . 5. CONTRACTOR SHALL PROVIDE MIN. ., 18"OF VERTICAL SEPARATION sT w — w w W w sT - - BETWEEN EXIST.WATER MAIN AND 0 5+p —I — 6+p0 _ _ 7+ _ _ 8+.00 SANITARY SEWER.THIS MIN. _ _I _ _ —I DIMENSION REFERS TO THE OUTSIDE s s s s E.TAMARACK STREET OF PIPE. w 0 « \�: MR: ST-200 LITY/SERVICE PRIVATE UTI o == __- -- 18 LF 12" CONFLICTS: == -- ASTM F949 PVC @ 1.00% LOCATIONS ARE APPROXIMATE MLT AND DEPTHS ARE UNKNOWN REVIEWED DI ST-202(SEE NOTE 1) TSS STA.7+68.00,17.5'R GAS MAIN © PROJECT NUMBER GRATE 4747+59 16417100 (STD.SQUARE STORM DRAIN INLET ELECTRICAL QE ISSUEDATE COB NO.02720-1A) 06/2020 12"INV OUT 4744.43(N) TELECOM/FIBER QT CABLE WATER SERVICE ® Z SEWER SERVICE QS O WATER MAIN Q ~ � 4765 EAST TAMARACK SREET 4765 V ............................................................................................................................................................................................ .............. .............. .. - .. .............. MH ST 200 SEWER MAIN � � O ............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .. STA 7+68.0,0.8'L.......................... a ............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .. RIM 4748.12.......................... F ...................:...................:...................:......................................:...................:...................:......................................:...................:....... 4760 D 4760 N (72"DOG HOUSE MANHOLE) 30"INV IN 4741.73(E) ♦� ....................................................................................................................................................... .............. .............. .............. .............. .. ... ............ Z O O ...................:......................... .............:...................:...................:........................ 30"INV OUT4741.73(W).......;..... ...................:...................:...................:......................................:...................:...................:......................................:...................:................... 4755 4755 RE ......................................................................EXILU TINE GROUND.................................................................................................. EX.TREATMENTSTA 90+68.9,0U9 L..................................................... N ......................................................................................................................................................................................................... RIM 4749.15..................................................... N ............. FINISHED GROUND...................!........................................................ ...... 30"INV IN 4741.60(E)................................................... ~ W ...................:...................:...................:.....................................:...................:...................:......................................:................................. 30"INV OUT 4741.60 NW W J 4750 ( ) 4750 — — — ........:... W Z W m � LL .................................................................................................................................... .................................................... ... ...................:...................:...................:......................................:...................:. .................................. W .............:...................:................ . ` 4745 :.............. EX 30"PVC..... .. .... ................ 4745 ^ O m ................................................................................................................................. ..: ..................................:................ ......... ... .............. V, — F- ...................:...................:...................:......................................:...................:............... ..: ..................................:...................:............... .............. .............. .. ... ......... ...................:...................:...................:......................................:...................:............... ..: ............. .............. .............. ......... .......... ......:... 2, o a; so a .......................................................... SCALE FEET 4740 ............ .......... .............. ... ........ .. 4740 d .............. .............. .............. ..... .............. .............. .............. ......... .............. ....... ............ ........ Z RECORD ......................................'............................................................................'............... .' ........ ....:.....................................:..................................:................ DRAWINGS: a 4735 ......................................: ....... ..: ...................................:...................:................. ........ .....I........ ....... ................ 4735 EX.30":PVC JUNE, 2020 p EX 30"RCP OUTFALL ... THESE DRAWINGS WERE ..... ..... ..... ..... ..... .....P ... ...... __ CREEK .. ... PROPOSED SANITARY IN BOZEMAN CREEK EX 8 WAER MAIN EX.SANITARY.. SEWER .... O PREPARED FROM INFORMATION SEWER PROVIDED BY THE CONTRACTOR H 4730 ... 4730 FOR N AND THE CITY OF BOZEMAN ~ ........ .............. .............. .............. .............. PREPARATION OF RECORD .............. .............. DRAWINGS. INFORMATION HAS a ........ .............. .............. W 4725 ................. .............. .......... .............. .............. 4725 NOT ALL BEEN VERIFIED BY KLJ. N ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE v v v e a e a e a a+oo s+oo 6+00 7+00 8+0o BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. ST1 Jun 9,2020-2:36 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_STORM PLAN&PROFILE(2).dwg (DKLj 2018 NOTES: 1. PROVIDE A EJIW 7030M5 GRATE OR APPROVED < KL' EQUAL AT VERTICAL SAG LOCATIONS. ® 2. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING u III 3 III \ GAS LINE AND ADJUST IF NECESSARY. s CONTRACTOR SHALL COORDINATE ADJUSTMENTS a...� III III WITH THE UTILITY COMPANY. 3. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING WATER MAIN AND ADJUST IF NECESSARY. JIII CONTRACTOR SHALL COORDINATE ADJUSTMENTS (SEE NOTE 1) WITH THE CITY OF BOZEMAN. DI ST-401 III a STA.1(SEE OTT 4. GRATE ELEVATION SPECIFIED FOR CURB INLETS GRATE 4748.02 EQUALS ELEVATION AT FLOW LINE OF GUTTER. (STD.SQUARE STORM DRAIN INLET 5. CONTRACTOR SHALL PROVIDE MIN.18"OF VERTICAL W III 12"INVOOUT04745 801(S) SANITARY TARY SEWER.THIS S MIN.DIMENSION ON RE ERS TO -1A) SEPARATION BETWEEN EXIST.WATER MAIN AND Q h" STORM DRAIN TO EX.MANHOLE NEW 15" s THE OUTSIDE OF PIPE. U ASTM F949 PVC 10 LF 12" - 6. ALL STORM SEWER MAINS AND LATERALS THAT J C900 DR 25 PVC @ 1.04% EXTEND INTO THE PROPOSED ROAD BASE SECTION W ` J SHALL INCLUDE NON-WOVEN GE TEXTILE WRAPPED TV --- - ----= MH ST-400 O / =_=^y_^===^ AND OVERLAPPED AROUND THE PIPE AND BEDDING SECTION.R / Z / 5T < < < < < _--__=-- 12 00 < +0 F sT 11+00 13 0 -=-=---- ' �- - -- ° E.TAMARACK STR - W w w W W W W W r �App = PRIVATE UTILITY/SERVICE J—Li 0 E(0) 0 G E 0.). . ..'.:.. .....;..:.. .::s:.i. .. >Q � CONFLICTS' DRAFTED .5 c'p LOCATIONS ARE APPROXIMATE MLT ^ ___ ^� l!!�>� AND DEPTHS ARE UNKNOWN REVIEWED TSS NEW 15" --_ 24 LF 12" s o ASTM F949 PVC C900 D 25 PVC @ 1.04% DI ST-402 s GAS MAIN © PROJECT NUMBER STA.13+26.00,17.5'R 16417100 I' X.30"PVC GRATE4748.12 ELECTRICAL QE ISSUE DATE e III III (STD.SQUARE STORM DRAIN INLET 06/2020 RCOB NO.02720-1A) m TELECOM/FIBER QT I III 3 12"INV OUT 4745.96(N) Ja CABLE I+ III WATER SERVICE ® Z SEWER SERVICE QS O O WATER MAIN Q 4765 EAST TAMARACK SREET 4765 V .....................................EX.MH ...................................................................................................................................................... SEWER MAIN ............ ...............STA 10+48.7,5.5'L ............... .............. .............. .............. ............... .............. .............. .............. ............... .............. .............. .............. .......... Q ............ ...............RIM 4750.44 ............... .............. .............. .............. ............... .............. .............. .............. ............... .............. .............. .............. .......... LL 4760 T(72"MANHOLE) .......................................................................... ............... .............. .............. .............. ............... .............. .............. ............... ............ 4760 24"INV IN 4744.05(S)............ 15"INV IN 4744.00(E) Z O ...................... „30 INV OUT 4743.00(W)MH ST-300 _4755 ...................:............STA 10+90.0,7.5'L .................................................................................. .............. .............. ............. .5 L ............... ........... 4755 OT STA 13+22.0,7 ' RIM 4749.99 RIM 4748.41 ...................:..................:...................:........... Q (48"MANHOLE) EXISTING GR UND.......................................................................................(48 MANHOLE) �WN/ Z .................................... 15"INV IN 4744.41(E) .. ........ FINISHE GROUND.............................................................................12 INV IN 4745.71(NE) N I.f Q ............ ........... .............. 15"INV OUT 4744.42(W)................................................................:...................:...................:....................................12"INV IN 4745.71(S) F ..................................... ............................... ......................:................... ............... ............... ............... ............... ......... LL 4750 15"INV OUT 4745.61(W) 4750 r W _ W —................:......................... : ....... = : m........... . W LL ............................... .. ....... h © ............................... . .............. ....... .. � ............... .......... O..................... . ................................. " a4745 A F949 PVC @ J ......... .. .... .... .... .... ® ... .. .............:............ ......... ......... ...... ;.... .... ...... V, ~ U... .............:............... .. .................................................................................................................................................. ..................................................................................................................... SCALE FEET 4740 EX.30"PVC.......................... 4740 U J Q a NON-WOVE RECORD DRAWINGS: GEOTEXTILE WRAP EX.24"PVC ..... Q .. ......(SEE NOTEs).... .... . JUNE, 2020 cC 4735 41 LF 15"ASTM F949 PVC @ 1.00/0 4735 0 ...................:...................:.............................................................................................................................SEWER................;.................................... ............... ............... ......... ............... .......... THESE DRAWINGS WERE Q ...........................................................................................................................................................................:................. ............... .......... X:SANITARY FROM INFORMATION SEWER................................................................... PREPARED ..... ............... ............... ............... PROVIDED BY THE CONTRACTOR 4730 ... 4730 FOR ~AND THE CITY OF BOZEMAN N ............ ............. .............. ............... PREPARATION OF RECORD ............ ............. .............. ............ ............... DRAWINGS. INFORMATION HAS a ............ ............. .............. ...... ............ .............. W NOT ALL BEEN VERIFIED BY KLJ. 4725 ...................................................................................................................................................... ................. ...... ............ .............. 4725 a N o o ALL INSTRUCTIONS (I.E. INSTALL, 6 a e a e Oi e e REMOVE, REPLACE, ETC.)HAVE r r r r r r r r r r r e e e e v e v e v e v 10+00 11+00 12+00 13+00 14+00 14+20 BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. ST2 Jun 9,2020-2:46 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Tamarack_STORM PLAN&PROFILE(2).dwg (DKLJ 2018 NOTES: I 1. SEE TRAFFIC CONTROL SHEETS 414 FOR PERMANENT TRAFFIC CONTROL AND PERMANENT MARKING PLANS(SHEETS TC1-4). WCONNECT TO 2. SEE INTERSECTION GRADING W EX.CURB&GUTTER CL DRIVEWAY DETAILS FOR CURB RETURN RADII STA 9+96.80 RESET EX. STA 7+08.03 18.50'LT AND SPECIFIC CURB GRADES SHED BEHIND 18.50'LT CL DRIVEWAY D (SHEETS INT1 4). NEW SW CL ADA RAMP CL DRIVEWAY STA 5+92.09 Q STA 8+34.95 STA 8+71.65 n CL DRIVEWAY 18.50'LT =:;: 18.50'LT 18.50'LT r 3. SEE SHEETS G5 AND G6 FOR STA 5+53.76 ADJUST EX. TYPICAL SECTIONS. GRADING LIMITS l GRADING LIMITS W RESET EX.FIRE 7 `�' Z O \\` 18.50'LT w N w HYDRANT IN MH TO GRADE frl LIMITS 4 DRIVEWAYS SHALL BE } CONSTRUCTED PER CITY OF orfl BLVD D l; G'I" s'.. ry RESIDENTIAL .. BOZEMAN STD DWG NO 02529 11 Tv- - - _ _ SG??? C:) AND 02529-12 FOR w w 17.0' f --iT_12.0',� sl - ADJU EX. ', -- oy: sT 21.0' - 20.1' ... . AND NON-RESIDENTIAL, -sT ADJUST EX.�� FIG??? GV TO GRADE - w - w O E 4 I00 _ _I 5+00 + _ _ 7+00 GAS 4747.08 GAS 4748.74 -.- RESPECTIVELY.PLAN DIMENSIONS _ GY TO GRADE 6 I00 S89I 35'01"E _ _ _ 8+00 _ 9+00 ::10+00_ INDICATE THROAT WIDTH. ADJUSTEX SG??? G 58.0' 37.0'� CONTRACTOR SHALL FIELD VERIFY. . S, S �- 35.0' -� MH TO GRADE 12.0'f 29.2' «----E-Ti"1APAC1I,(-STAFF9F « < « GAS 4748.48 < 5. CONTRACTOR SHALL PLACE A e(o _ E(o) .... - r ADJUST EX. G??? -- • •••''. . � -^• ' �: �, H TO GRADE . SG??? MINIMUM OF 0 25 OF TYPE 6 F � y ASPHALT PAVEMENT IN EACH o BEGIN PROJECT GAL ADA RAMP DRIVEWAY PATCH,OR MATCH THE STA4+73.61 .L .i. l STA 5+92.09 'I`C ADJUST EX. CONNECT TO EXISTING THICKNESS,WHICHEVER _____ _______ GRADING LIMITS 18.50'RT V CURB STOP TO IS GREATER.THIS QUANTITY OF z yyl GRADING LIMITS EX.CURB&GUTTER ASPHALT IS INCLUDED IN THE Q� CL DRIVEWAY GRADE STA 9+96.80 DRAFTED ^^CL DRIVEWAY G ••II STA 6+81.78 18.50'RT ASPHALT PAVEMENT LINE ITEM. BEV STA 4+97,16 18.50'RT 18.50'RT REVIEWED P I j 6. CONTRACTOR SHALL PLACE A SWF ^V I! MINIMUM OF 0.25'OF-1-1/2" PROJECT NUMBER O V CRUSHED BASE COURSE IN EACH 16417100 GRAVEL DRIVEWAY APPROACH. ISSUE DATE THIS QUANTITY OF BASE COURSE IS 06/2020 I�. INCLUDED IN THE CRUSHED BASE COURSE LINE ITEM. 7. CONTRACTOR SHALL REMOVE AND Z RESET EXISTING CHAIN LINK FENCE O STATION 7+08-7+71 RT.FENCE IS O ONLY TO BE REMOVED AND RESET O 4775 EAST TAMARACK STREET 4775 DURING GRADING OPERATIONS. V CD r .......................................;................................................................................................................................................................;.................................................................................................................................................................................................................................................;...................................... .........................................................................................................>.............................................................................................................................................................................................................................................>...................................... O 4770 4770 PVI STA=9+40 ............................................................................................................................................... PVI EL=4751.02.................................. Z Q ............................................................................................................................................................................................................................................................................ L=55.00 .................................. ~ ........................................................................................ ....................................................................................................................................... PVI STA=8+00 ..................................................................................... 0 ................................................................................................................ K:19.42 '1 4765 PVI EL=4747.94............................................................... 4765 V W L=101.20 N.. ... o...o W J ...................................................................................................................................................................................................................................................................................................... ..........................;............................................+ ...................... + Z K.37.47 rn rn W N ...................................................................................................................................................................................................................................................................................:. .......................................................................... ........................................... II ii Q Q .�.........................:....... 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I� ao..�--_................................V W....................._.,.�__Tn .w._________. 4760 N -4760 r u z CL EX. �.:v ¢ v a c� a > O Q .......................................;...............................................................................;....................................................................... .......................................................� II ...........................................................�..II ................................... > ............ . p a .>.................... W M pV o "BRIDGE....... J........... J ......a +m a .......................................>................. ........................................................................... - ........................................................ ......................................... ........................ .............................................................................; m.,. ....... ;.,w.....�� w. off....... 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RECORD DRAWINGS: C .................................................................................................................................................................................................................................................................................. .................................................................................. c.� ...................................................................:...............................................................................:........................................ PVI:s+ss.8o Q ........ ................... .................................. .................................. .................................. ............................ ELEV:4750.66 JUNE, 2020 ...............................................................................................................................................................................................................................................................................................................................................................................................................................................; ... 5 w 4745 4745 ` THESE DRAWINGS WERE W ...........MATCH EXISTING.. . �2 PROPOSED CENTERLINE .... ............................................................................. PREPARED R GROUND...............................................................................................................................................................EXISTING GROUND..... .......................................................................................................... PROFILE.................................................................................... PROVIDED BY THE CONTRACTOR o ........................................................................................................................................................................................................... W 4740 PROFILE 4740 AND THE CITY OF BOZEMAN FOR PREPARATION OF RECORD ....................................................................................................................................................................................................... DRAWINGS. INFORMATION HAS Q .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. NOT ALL BEEN VERIFIED BY KLJ. W 4735 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 4735 ALL INSTRUCTIONS (I.E. INSTALL, of of of ai ec of eo mac c o c o REMOVE, REPLACE,ETC.)HAVE a a s a s a s a s a s a s BEEN COMPLETED&SHOULD BE SHEET 4+00 5+00 6+00 7+00 8+00 9+00 10+00 CONSIDERED IN PAST TENSE. C1 Jun 9,2020-3:28 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Geometric Design Plans_GAS_INFO.dwg Q KLJ 2018 il_—fll—J/ RELOCATE EX.FIRE NOTES: KL f ' III W II HYDRANT BEHIND BEHIND 1. SEE TRAFFIC CONTROL SHEETS <�� III = NEW SIDEWALK TRANSITION NEW CURB& FOR PERMANENT TRAFFIC 3 CONNECT TO CONTROL AND PERMANENT Z III ADJUST EX.ELECTRICAL GUTTER TO CONNECT EX.CURB&GUTTER MARKING PLANS(SHEETS TC1-4).W TO VALLEY GUTTER STA 10+85.18 PULL BOX TO GRADE CL Curve Data STA 13+34.39 III Q III i ' 18.50'LT GRADING LIMITS (BY OTHERS) 18.50'LT PI=13+g1.68 2. SEE INTERSECTION GRADING N=528666.02 DETAILS FOR CURB RETURN RADII I� CL DRIVEWAY E=1579320.96 V `I MAIL BOX IN STA 11+54.80 CL DRIVEWAY \ AND SPECIFIC CURB GRADES R=33.50' BLVD. 18.50'LT STA 12+26.81 s L=31.23' (SHEETS INTI 4). RELOCATE EX. 18.50'LT 3 4=53°25'02" J CURB STOP IN DC=2.985 INSTALL NEW 6'WIDE 3. SEE SHEETS G5 AND G6 FOR f Q BLVD VALLEY GUTTER PER TYPICAL SECTIONS. R50. C DWG.02529-1 4 - COB STD Z Z -- --____❑ ❑_____ DRIVEWAYS SHALL BE vo ,.y. • a �••,'• CONSTRUCTED PER CITY OF w BOZEMAN STD.DWG NO.02529-11 26.0' __ AND 02529-12 FOR RESIDENTIAL f f 35.0' PC:13+64.84 _ — i AND NON-RESIDENTIAL, 10 OO gT ST 11+ S89°35'01"E w 12+00 7.0' 13+00 RESPECTIVELY.PLAN DIMENSIONS g I I -________ INDICATE THROAT WIDTH. ADJUSTS JS E. TA RAC STREET GV TO GRAD PT: +96.06 \ems° ' 25.1)' " �`�p, ---- CONTRACTOR SHALL FIELD VERIFY. ADJUST EX Z - - -- � GV T GRA e o - y � �e "(<� to S ^ADJUST EX. 5 MINIMUM OF 0 25 OF TYPE B >:':.:;: :::....':. MH TO GRADE r ---- ---- ----- ---^^ CONTRACTOR SHALL PLACE A _ -____ -__ A CONNECT TO r r'p ASPHALT PAVEMENT IN EACH o :I.- I• i EX.CURB&GUTTER -- ---- s DRIVEWAY PATCH,OR MATCH THE U) o s STA 10+85.18 \ EXISTING THICKNESS,WHICHEVER LU = L,.:I 18.50'RT CL s EP:14+20.00 0 DRIVEWAY CL DRIVEWAY IS GREATER.THIS QUANTITY OF Z Z STA 12+04.90 STA 12+51.74 J I III III GRADING LIMITS \ 18.50'RT 18.50'RT ASPHALT IS INCLUDED IN THE U III I ASPHALT PAVEMENT LINE ITEM. TRANSITION NEW CURB& DRAFTED a GUTTER TO CONNECT BEV Q la,I TO VALLEY GUTTER s 6. CONTRACTOR SHALL PLACE A REVIEWED III III STA 13+74.86 INSTALL NEW 5'WIDE SWF III III 17.80'RT VALLEY GUTTER PER MINIMUM OF 0.25'OF-1-1/2" PROJECT NUMBER >>I COB STD.DWG.02529-1 CRUSHED BASE COURSE IN EACH 16417100 I•,I III III I \ GRAVEL DRIVEWAY APPROACH. ISSUEDATE II II al THIS QUANTITY OF BASE COURSE IS 06/2020 III a N III s INCLUDED IN THE CRUSHED BASE COURSE LINE ITEM. 7. FROM STATION 9+96.80 TO 10+85.18 Z • III I III �.: \ \ THE PROPOSED CENTERLINE MATCHES THE EXISTING GROUND O CD CD PROFILE. + 4770 EAST TAMARACK STREET 4770 V ............................................... ........................>.................................................................................................................................................................>...................................... ......... o .......................................;...............................................................................;...............................................................................;...................................... PVI STA=13+15..................................................................... p PVI EL=4748.56 + ....................................... 4765 CDL=62.00 4765 r .........................................................................................................>........................... K:37.84 .____....i__. .__. ............ .. Z a N N .................... ..EX.N.WALLA E......................................................>...............................................................................>..................... .. ........................... .. ...............o rn..............C o.. ...... N.. .'t 06 0 AVE.PROFILE .. ...... o......................................a �.....a a d................Co co 'A ...N W + '46 c0 V ^.............. N M } r 4760 ¢ v a^ j 4760 M "M I'' W II W Q II U W H W H rn (n J H J aJ aJ Z _ � W ao .......... EXISTING GROUND....... w............ ...rn n w w .................... N. ............... M ........................... .................................... ................ (..1 ......... W n...... ......... .................... .............. I.L ............................. o.;........................ldo .PROFILE ............................................oao >. 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U V 4745 .......................................;................................................................................................................................................................................................................................................................................... 4745 N ......................................................................................................................................................................................................................................................................................................................................... PROPOSED CENTERLINE.. ...............................................................:...............................................................................:...................................................... RECORD DRAWINGS: G ................................. .................................. ....... PROFILE............................................................................................................................................................................................................ JUNE, 2020 Q C� 4740 .................................... ................................. ................................. ................................. ................................. ................................. ................................. ................................. ........... 4740 ............................................................................................................................................................................................................................................................................................................................. .......... THESE DRAWINGS WERE Q W PREPARED FROM INFORMATION .. ...... ...... ...... ...;.. PROVIDED BY THE CONTRACTOR O 4735 ....................................................................................................................................................................... 4735 AND THE CITY OF BOZEMAN FOR LU 0 PREPARATION OF RECORD Q .............................................................................................................................................................................................................................................................................................................................................. DRAWINGS. INFORMATION HAS W .............................................................................................................................................................................................................................................................................................................................................. NOT ALL BEEN VERIFIED BY KLJ. 4730 ........................................ .............................................................................. .................................................................................................................................................................................................................... 4730 ALL INSTRUCTIONS (I.E. INSTALL, M REMOVE, REPLACE,ETC.)HAVE 00 0o mm mm mm mm a s a s a s a s a s a s BEEN COMPLETED&SHOULD BE SHEET 10+00 11+00 12+00 13+00 14+00 14+20 CONSIDERED IN PAST TENSE. C2 Jun 9,2020-3:32 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Geometric Design Plans_GAS_INFO.dwg Q KLJ 2018 NOTES: 1. PROVIDE DETECTABLE WARNING <��� DEVICES MEETING THE CITY OF BOZEMAN STANDARD'S AND PLACEMENT SHALL COMPLY WITH CITY OF BOZEMAN STANDARD STA 6+33.05 STA 6+67.37 DETAIL DRAWINGS. STA 6+29.03 21.00'LT 24.94'LT 27.96'LT EW 4748.65 EW 4748.59 2. VERIFY ELEVATIONS IN THE FIELD EW 4748.74 STA 6+41.68 PRIOR TO CONSTRUCTION. STA 6+27.82 24.80'LT STA 6+68.87 23.11'LT EW 4748.65 24.93'LT STA 6+90.32 3. MATCH EXISTING ELEVATIONS AT EW 4748.69 EW 4748.58 29.00'LT ALL JOINTS BETWEEN NEW AND STA 6+43.18 EW 4748.47 STA 6+20.56 24.80'LT EXISTING CONCRETE.ELEVATIONS zz 24.00'LT EW 4748.63 SHOWN AT MATCH LOCATIONS ARE V5 TA R30.0000' S 6+90.32 > EW 4748.73 STA 6 LT APPROXIMATE. STA 6+20,56 STA 6+83.50 EW 4748.40 29.00'LT 23.21'LT EW 4748.80 EW 4748.45 STA 6+96.89 STA 5+87.09 STA 5+97.09 29.00'LT 29.00'LT STA 5 LT EW 4748.43 STA 6+96.89 24 STA 6+82.36 EW 4749.00 LT EW 4748.87 28.08'LT EW 4 4 STA 5+87.09 EW 4748.51 EW 4748.36 STA 5+97.09 24.00'LT 29.00'LT R30.0000' w EW 4748.93 EW 4748.95 m q a a ed A q d d Z K K K q. .. a , a ad q.d 6 'd.n DRAFTED REVIEWED STA 5+86.09 STA 5+98.09 STA 6+15.00 STA 6+43.00 SWF 18.50,LT 1PROJECT NUMB R 8.50'LT 18.50,LT 18.50'LT STA 6+77.33 STA 6+g1.89 STA 7+24.17 TBC 4748.85 TBC 4748.78 TBC 4748.69 TBC 4748.61 18.50'LT 18.50'LT 18.50'LT 16417100 STA 5+87.09 o TBC 4748.44 o TBC 4748.33 o TBC 4748.04 ssuE DATE 18.50'LT STA 5+97.09 u? o STA 6+82.58 06/2020 M }1I STA 6+33.05 o'i STA 6+67.33 M TBC 4748.85 18.50'LT � I STA 6+77.33 0.00' STA 7+24.17 q TBC 4748.79 I 18.50'LT 18.50'LT 21.00'LT 0.00' TBC 4748.63 TBC 4748.49 ASP 4748.53 ASP 4748.32 _ _ 6+00 EW 4748.49 7+00 - - STA 5+97.09 STA 5+98.09 +- - - - I - - - 18.50'RT 18.50'RT STA 6+15.00 STA 6+43.00 STA 6+67.18 TBC 4748.86 0.00, --EC 6+33.05 0.00, 18.50'RT Z TBC4748.87 ASP4748.89 e T 18.50'RT o ASP 4748.73 TBC4748.57 0 E.TAMARACK STREET CD STA 5+87.09 c BC 4748.72 u) STA 7+01.40 c O 1n STA 6+15.00 STA 6+67.20 STA 5+86.09 18.50'RT STA 6+33.03 STA 6+43.04 N 18.50'RT 16 STA 7+24.17 18.50'RT 19.61'RT 18.50'RT TBC 4748.93 TBC 4748 77 21.00'RT 18.50'RT EW 4748.59 TBC 4748.36 18.50'RT U TBC 4748.93 EW 4748.73 TBC 4748.69 TBC 4748.20 N= C LL + Lo F-L F� All A!. A r4 . aA. E ° Z ° a R30.0000' a :° `o " E�o�°" q< i O J STA 5+82.09 STA 6+02.09 a '1 24.00'RT 24.00'RT STA 6+67.28 / d b STA 6+96.40 U Q EW 4749.04 EW 4748.92 STA 6+25.27 24.61'RT °. 24.00'RT W STA 6+02.09 28.18'RT EW 4748.44 Q �JJ STA 5+82.09 EW 4748.69 29.00'RT EW 4749.00 RT EW 4748.85 " STA 6+96.40 L 29 EW 4749.11 STA 6+24.20 LLJ N (, 23.30'RT STA 6+72.96 29.00'RT N STA 5+97.09 STA 6+43.00 STA C+96.27 W O Q Z STA 5+87.09 24.00'RT EW 4748.79 24.60'RT 39.71'RT 33.49'RT W LL 24.00'RT EW 4748.95 STA 6+17.76 EW 4748.71 I a I EC?.? III a/ LL LLI EW 4748.80 EW 4749.01 24.00'RT STA 6+71.01 O N STA 5+97.09 STA 6+g1.50 STA 6+9fi.08 EW 4748.83 24.62'RT 39.73'RT 39.54'RT '~ } (7 STA 5+87.09 29.00'RT EW 4748.72 EC 4749.36 EC??? to o to 20 v+ ~ m 29.00'RT EW 4749.03 STA 6+17.76 U 29.00'RT STA 6+68.13 scALE FEET Y W EW 4749.09 39.75'RT STA 6+94.13 LU EW 4748.90 EC 4749.22 39.56'RT V EC??? RECORD DRAWINGS: I.L N JUNE, 2020 a THESE DRAWINGS WERE PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR PREPARATION OF RECORD a W DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. �NT� Jun 10,2020-11:35 AM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg ©KLJ 2018 NOTES: 1. PROVIDE DETECTABLE WARNING <��� DEVICES MEETING THE CITY OBOZEMAN SD'S F a I I I P ACEME TTANDASHAL SHALL WITH d CITY OF BOZEMAN STANDARD I DETAIL DRAWINGS. i a 2. VERIFY ELEVATIONS IN THE FIELD a o / PRIOR TO CONSTRUCTION. STA 9+67.21 STA 9+96.80 STA 10+14.43 / 3. MATCH EXISTING ELEVATIONS AT 29.00'LT 29.00'LT 29.00'LT // / ALL JOINTS BETWEEN NEW AND EW 4750.72 EW 4750.40 EW 4749.63 p // / W EXISTING CONCRETE.ELEVATIONS zz LD SHOWN AT MATCH LOCATIONS ARE 0 Z APPROXIMATE. o W 4 d d a d 4. THE TYPICAL CROWN ENDS AT d d d d �yy Q STATION 9+67.21.THIS GRADING °�ogooa W SHEET INDICATES PAN GRADES STA 9+67.21 STA 9+96.80 STA 10+13.98 QQ / V FROM THIS STATION TO THE TIE-IN Q 24.00'LT 24.00'LT 24.00'LT LOCATION AT THE N.WALLACE/ J AVENUE INTERSECTION. EW 4750.64 EW 4750.32 EW 4749.63 i i J Z � STA 9+67.21 STA 9+96.80 18.50'LT 18.50'LT E. TAMARACK STREET TBC4750.56 TBC4750.24 ° DRAFTED BEV REVIEWED o � SWF v PROJECT NUMBER 16417100 ISSUE DATE 06/2020 -- - - - - - _ 10+00 I - -- Z - 58.0'- 37.0'-- - - - - - - - - - - - STA 9+67.21 STA 9+96.80 0.00, 0.00, + ASP 4750.85 ASP 4750.66 04 U r N� T O CO `lip M N STA 9+67.21 STA 9+96.80 18.50'RT 18.50'RT O N TBC 4750.72 TBC 4750.56 ,�i s U LU z Q STA 10+12.25 Q F 24.00'RT F W STA 9+67.21 % STA 9+96.80 EW 4750.03 N 24.00'RT 24.00'RT W O Z Ue EW 4750.81 EW 4750.64 W Ill � Z � LL E(0) E(0) E(0) E(0) -C 0) E(0) (0) E(0) ° E(0`) E(0) E(0) w Q C C d. d 00000 \ o O Q Q d } m Q '° 44d 4d °4\O,�°,a° \ \ 5 0 5 10 � U V d d //��\\ b �/d Q d d p .. d 4'-' oo°o°\a\ SCALE FEET j a °g �y \ V W W ---- STA 9+67.21 ------o------ ------N- 2s.00'RT - -----�-- ° s\ \ \ RECORD DRAWINGS: Q Y EW 4750.88 STA 9+96.80 STA 10+12.21 29.00'RT 29.00'RT I w \ \ \ JUNE, 2020 V EW??? EW4750.06rzj \ THESE DRAWINGS WERE a Qa, a l l 1 PREPARED FROM INFORMATION < Q PROVIDED BY THE CONTRACTOR I I I AND THE CITY OF BOZEMAN FOR PREPARATION OF RECORD a - a DRAWINGS. INFORMATION HAS W W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. INT2 Jun 10,2020-11:36 AM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg ©KLJ 2018 NOTES: 1. PROVIDE DETECTABLE WARNING <��� DEVICES MEETING THE CITY OF BOZEMAN STANDARD'S AND PLACEMENT SHALL COMPLY WITH CITY OF BOZEMAN STANDARD DETAIL DRAWINGS. 2. VERIFY ELEVATIONS IN THE FIELD LU PRIOR TO CONSTRUCTION. Z W a i 3. MATCH EXISTING ELEVATIONS AT ALL JOINTS BETWEEN NEW AND Q EXISTING CONCRETE.ELEVATIONS zz W SHOWN AT MATCH LOCATIONS ARE V5 O I APPROXIMATE. 5; a - J STA 12+52.48 4. THE TYPICAL CROWN STARTS AT J 22.90 LT STATION 12+25.THIS GRADING EW 4749.11 SHEET INDICATES PLAN GRADES STA 12+49.35 STA 12+55.61 FROM THIS STATION TO THE TIE-IN Z STA 12+25.00 29.00'LT 26.80'LT LOCATION AT THE N.WALLACE STA 11+41.80 STA 11+67.80 STA 12+09.24 29.00'LT EW 4749.24 EW 4749.14 AVENUE INTERSECTION. STA 10+73.53 STA 10+83.53 29.00'LT 29.00'LT 29.00'LT EW 4749.40 29.00'LT 29.00'LT EW 4L'LT EW 4749.69 EW 4749.48 STA 12+64.99 5. TOP BACK OF CURB GRADES w EW 4749.60 EW 4750.11 / STA 12+25.00 STA 12+49.35 23.50'LT SHOWN IN DRIVEWAY o ° STA 1 24.00'LT 24.00'LT o EW 4748.98 STA 10+83.53STA 11+67.80 STA 12+09.27 o APPROACHES ARE FULL HEIGHT \ 2 EW 4749.33 EW 4749.16 24.00'LT _ _ 24.00'LT 24.00'LT CURB.EW 4750.03 EW 4 EW 4749.61 EW 4749.40 STA 12+64.99 0 _ _ _ 18.54 4 z E . EW 4748.91 e,e 9d ° d 4 �!~ ~4 � a G DRAPfED a d . a. d d a / a d to ° ad 4. " BEV STA 10+73.53 " 0 24.00'LT <d d REVIEWED EW 4749.53 �� _ CJ b d _ SWF ° ' 'e < . '. � ° � �e'd �,< „. d ,' PROJECT NUMBER 16417100 STA 10+$5.18 STA 11+00.00 STA 11+50.00 STA 12+00.00 ISSUE DATE 18.50'LT PC 18.50'LT 18.50'LT 18.50'LT STA 12+25.00 R5.00�Q5. 06/2020 TBC 4749.90 0000' 0 o TBC 4749.87 TBC 4749.62 TBC 4749.37 18.50'LT o o J-"� R20.0000' `ram o TBC 4749.24 ,c STA 10+85.18 Y STA 11+50.00 o a 0.00' 0.00' STA 12+25.00 0.00, ASP 4750.39 ASP 4749.95 Z +- - - - 11 00 - - - - 12 00 ASP 4749.45 O O 58.0' - - 37.0' - - - - - ASP 4750.29 ASP 4749.62 P: N STA 10+85.18 0 o U T_ 0 18.50'RT PC STA STA 12+25.00N STA 11+00.00 STA 11+50.00 . 01 E. TAMARACK STREET o TBC 4750.32 18.50'RT 18.50'RT 18.50'RT 18.50'RT " STA 12+25.00 O STA 10+70.90 TBC 4750.27 TBC 4749.89 TBC 4749.51 TBC 4749.33 24.00'RT LL + 24.00'RT EW 4749.41 Q EW 4749.94 A, / Z E(0) (o?e, -E(0) E(0) e(0) E(0) .dE p}_�d '�;' a d .d d ° °.. a LL LU ---- rrrrrrr"rr° _ Q STA-1 0+80 9-1 STA 1100'R00 T STA 24 00?RT W Q I 2 W 4'RT 24.00'RT EW 4749.64 N EW 4750.44 EW 4749.94 W Co Q Z II i STA 10+80.74 STA 11+50.00 STA 11+92.15 STA 12+25.00 LL W I a a 29.00'RT 29.00'RT 29.00'RT 29.00'RT EW 4750.51 EW 4750.02 EW 4749.72 EW 4749.48 O Q � 5 0 5 10 Co L m o STA 10+70.74 U � 29.00'RT SCALE FEET Y W EW 4750.01 LU �$ ~ III RECORD DRAWINGS: Q Y JUNE, 2020 v Q a I THESE DRAWINGS WERE a PREPARED FROM INFORMATION Q III Ia; I PROVIDED BY THE CONTRACTOR Q AND THE CITY OF BOZEMAN FOR I I I I PREPARATION OF RECORD a LLI ° DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. INT3 Jun 10,2020-11:37 AM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg ©KLJ 2018 NOTES: 1. PROVIDE DETECTABLE WARNING <��� DEVICES MEETING THE CITY OF BOZEMAN STANDARD'S AND PLACEMENT SHALL COMPLY WITH CITY OF BOZEMAN STANDARD DETAIL DRAWINGS. 2. VERIFY ELEVATIONS IN THE FIELD PRIOR TO CONSTRUCTION. 3. MATCH EXISTING ELEVATIONS AT ALL JOINTS BETWEEN NEW AND EXISTING CONCRETE.ELEVATIONS zz SHOWN AT MATCH LOCATIONS ARE V5 APPROXIMATE. w STA 13+57.02 STA 13+60.02 4. THE TYPICAL CROWN ENDS AT 40.64'LT 27.50'LT STATION 13+34.39.THIS GRADING ASP??? EW 4748.50 SHEET INDICATES PLAN GRADES STA 13+54.59 STA 13+60.06 FROM THIS STATION TO THE TIE-IN 16.50'LT 22.50'LT LOCATION ON FRONT STREET. R33.0000' EC 4748.34 EC 4748.32 STA 13+45.71 STA 13+60.08 5. CONTRACTOR SHALL CONSTRUCT STA 13.50'LT 19.50'LT VALLEY GUTTERS PER COB DETAIL w 23.50'LT 2 748.LT STA 13+g6.64 < EC 4748.22 FL�7 \ R50.0000' 40.17'LT STA 13+g5.75/ o EW"' DRAWING 02529-1. a ASP??? 43.09'LT ASP??? STA 14+00.00 Z E 19.00'LT DRAFTED EC4748.61 BEV - RGGE��VIEWED IF 5.0000' ,STA 13+34.39 < R15.0000' .° < a. � STA 14+00.00 PROJECTWN'MBER 16417100 E. TAMARACK STREET 18.50'LT STA 13+49.33 °< 16.00'LT STA 14+00.00 TBC 4748.29 18.52'LT TA 1 010 FL 4748.70 24.00'LT ssuE DATE 06/2020 FL 4748.19 LT EW 4748.63 N , STA 13+34.39 M STA 13+44.59 N EC 4748.35 STA 14+00.00 0.00, 17.75'LT .a' 13.00'LT ASP 4748.69 FL 4748.17 PC:13+64.82 13+00 ASP 4748.82 ° EC 4748.76 -- -�---37.0'-- - -f- PT:13+96.06 Z --ASP 4748.99 \� N _ _ H + N 18.50'RT STA 13+34.39 N _ / r STA 13+74.86\ TBC 4748.59 17.80'RT PC °I° d.. f < = O TBC 4748.79 pp / LL -STA 13+97.18 R15.0' �/ M 16.05'RT TA 13+98.98 6 r EW 4748.54 Il 10.98'RT EW??? Q g < ,.'a' EC 4748.52 y ad ° < a' Q 9. a O '. STA 13+98.97 EC 4749.02 a' B 16.08'RT °1° J STA 13+34.39 STA 13+64.82 EC 4748.52 v FL 4748.80 W Q 24.00'RT 24.00'RT EW 4748.69 EW 4748.97 p Z H STA 13+34.39 STA 13+64.82 STA 13+97.44 EC 4748.86 W WG 29.00'RT 29.00'RT 24.08'RT EP:14+20.00 EW 4748.77 EW 4749.04 EW??? °a ..° \ ASP 4749.11 W 0 Q Z STA 14+01.42 \ LU m 22.06'RT \ \ STA 14+20.00 LL W EW??? \\ 11.05'RT O N Q \\ EC 4748.64 0 m EW??? 5 0 5 STA 14+20.00 \ V A o / 0 15.93'RT \ \ SCALE FEET Y W EC 4748.71 \\ W .0 RECORD DRAWINGS: Y \\ �p JUNE, 2020 Q v THESE DRAWINGS WERE sj. PREPARED FROM INFORMATION 'A�, PROVIDED BY THE CONTRACTOR Q AND THE CITY OF BOZEMAN FOR PREPARATION OF RECORD a LLI DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. INT4 Jun 10,2020-11:37 AM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg ©KLJ 2018 NOTES: < 1�V LI 1. CONTRACTOR SHALL SALVAGE ALL SIGNS AND POSTS.THESE ITEMS SHALL BE RETURNED TO THE OWNER.THE OWNER WILL DETERMINE THE LOCATION. 2. SIGNS NOT SHOWN ARE"USE AS IS" UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. 3. RESET SIGNS SHALL BE POST MOUNTED PER COB STANDARD DETAIL DRAWING 09810-1. z 0 w a D STA 9+76.68 = PDM—D 20.9'LT F— REMOVE wEX.SIGN ffl . ..... ...:. RSWF ' , �"'r�•. ..�..•.�;: PROJECT NUMBER 's : .. .•.. 4 .. .. 16417100 } ' CS_w ISSUE DATE w w sr ST — = - w w w w w --- o: 06/2020 —CT -77 -I lo� 7+�00 9+p�o _10+00 —5 s s E. TAMARACK STREET Z E o E(0) 717 -,.. zzzzzzzzzzzzz CD 0 j� zzzzzzzzzzzzz / = + STA 5+77.11 STA 5+87.13 CD 28.0'RT 27.3'RT r REMOVE REMOVE O EX.SIGN EX.SIGN Z O STA 5+82.09 + 27.6'RT O REMOVE /1 EX.SIGN U N W N � � � Z O W0Q F- LU� oLU z 'H >- O v 25 0 25 50 v' ~ m SCALE FEET Y U z U z Q � RECORD DRAWINGS: N JUNE, 2020 z THESE DRAWINGS WERE ~ PREPARED FROM INFORMATION W PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR PREPARATION OF RECORD Q DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. TC1 Jun 9,2020-3:46 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Permanent Traffic Control Plans.dwg ©KLj 2018 NOTES: KLj 1. CONTRACTOR SHALL SALVAGE ALL SIGNS AND POSTS.THESE ITEMS g SHALL BE RETURNED TO THE �y OWNER.THE OWNER WILL DETERMINE THE LOCATION. 2. SIGNS NOT SHOWN ARE"USE AS IS" UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. III III III s 3. RESET SIGNS SHALL BE POST I.,,1 III MOUNTED PER COB STANDARD III DETAIL DRAWING 09810-1. zz N ��� 111 3 III w I;.I III III s �•,.-�alll III I'•� III 3 III `• III III S ��•:� III f 1113 w III a' 1°aa z � � � STA 11+08.83 LU III j RESET LT BEV V RESET REVIEWED Ih. EX.SIGN POST STA 13+66.39 SWF SEE 1 SHEET TC4 31.2'LT 3 'J FOR NEW SIGN PLAQUES REMOVE \ PROJECT NUMB R 16417100 J EX.SIGN ISSUE DnrE X 06/2020 zz Z „. ... ... -- ---- ------ Z 10 SI 00 'Sr 12+00 13i00 -------- W E. TAMARACK STREET = c WW W ---- + — Lf r \\ / _ /• _____ 5`• 5 Ado � \ L 1 - o A I•.;I ''-- STA 13+62.48 s �O Z I 'I 23.2'RT I;1 III III Q REMOVE EX.SIGN �� V III 3 II R 'A� W Z III N III �a; Fj, N vi z LLJ ..;I LUN Z O III III °I oQ � I`' III n III �'al LU LL LU z III3 III \ s H � o 0 0 \ _ 25 0 25 50 U 0 •-.I III I III (`;1 SCALE FEET j z 'Z RECORD DRAWINGS: N JUNE, 2020 z THESE DRAWINGS WERE N PREPARED FROM INFORMATION X PROVIDED BY THE CONTRACTOR LU AND THE CITY OF BOZEMAN FOR PREPARATION OF RECORD Q DRAWINGS. INFORMATION HAS LUNOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. TC2 Jun 9,2020-3:47 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Permanent Traffic Control Plans.dwg (D KLJ 2018 NOTES: L// I 1. UNLESS OTHERWISE NOTED,ALL `9� STREET SIGNS SHALL BE POST MOUNTED PER COB STANDARD DETAIL DRAWING 09810-1. 2. ALL PEDESTRIAN CROSSING AHEAD SIGNS(W11-2)WITH AHEAD (W16-9P)OR DOWNWARD ARROW (W16-7P)SIGNS SHALL HAVE FLUORESCENT YELLOW/GREEN BACKGROUNDS. 3. ALL CURB MARKINGS ARE SHOWN zo IN A YELLOW HATCH BETWEEN THE V5 BACK OF CURB AND THE FLOWLINE w OF THE CURB.ALL CURB MARKINGS SHALL BE EPDXY PAINT. •� Q = 4. ALL PAVEMENT MARKINGS SHALL Q EITHER BE HOT EXTRUDED INLAID K � OR PREFORMED THERMOPLASTIC • STA 7+34.17 W MARKINGS. ER21.5'LT �¢aFIW11-2(36"X36") 5. ALL SHARROW AND BIKE LANEW16 ( ") STA 6+01.09 SYMBOL PAVEMENT MARKINGS -9P24"X12 o STA 6+21.09 �: SHALL BE PREFORMED STA NEW STA 9+75.29 21.5'LT 20.5'LT 21.0'LT THERMOPLASTIC.SEE DETAIL 5+ 7 R7-1A(12"X18") R3-17(24"X18") SHEET G8. Z E W11-2(36"X36") (�: o 20.5'LT W16-7P(24"X12") NEW R7-1A(12"X1DO 8") ri.. NEW NEW i'.':.+.. NEW Z: 6. SIGNS NOT SHOWN ARE"USE AS IS., DRAF ED 4.._ BEV STA 5+97.09 W I `•"•":• Ill: UNLESS OTHERWISE SPECIFIED BY STA4+78.22 THE ENGINEER. 14.75'LT y REVIEWED 13.0'LT SWF r .. ♦:.. .:... .::....: a:.... •. ....' PROJECT NUMBER .. .r. , .:.'..:.. .':.. .'1.r'. .• • 0 ...:... .. i..•: .'. • .. .. .2. - .... ... .•.•.•�: 7. SHALL BE 6417100 �-•c ALL NO PARKING SIGNS �+= SET AT 45°ANGLE. ISSUE DATE W STA 4+73.59 sr sr - - - - r_ F: (D 06/2020 - T STA 5+g7.09 �STA STA 7+43.17 STA 9+78.284+p0 13.0'LT 5+00 I 13.0'LT 6+Ipp _ 7+00 - 7.0'RT 8t00 _ I p * 10+00 g+ 0 14.75'LT -s s ss STA q+g3 17 STA 5+g0.09 7.0'RT 2.25'RT 55.5'RT 7 09 9 STA 4.75'LT E. TAMARACK STREET STA 930'LT Z 47 .. .a. r .. CD .. ---- CD ------ STA 5+63.09 STA 6+21.09 STA 9 93RT U + ----------- 20.5'RT 20.5'RT 7.0'RT O R7-1 L 12"X18" STA 5+87.09 R7-1 R(12"X18") --STA 4+69.66 ( NEW 15.5'RT NEW 21.5'RT _ O W11-2(36"X36") z 1mKzo O W16-9P(24"X12") tm? o NEV STA 5+83.09 Z 21.5'RT O Q W16-7P(24"X12") U N • NEW W Z 5 N W < I- z Lj o �� ► �• LU O ¢ Q _ Wm2 LL N O ad rH } O cD 25 0 25 50 -/I ~ m Z SCALE FEET Y U Z Q N RECORD DRAWINGS: Q w JUNE, 2020 Z THESE DRAWINGS WERE Q PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR a AND THE CITY OF BOZEMAN FOR PREPARATION OF RECORD a DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. TC3 Jun 9,2020-3:48 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Permanent Traffic Control Plans.dwg ©KLJ 2018 NOTES: LI 1. UNLESS OTHERWISE NOTED,ALL 09� STREET SIGNS SHALL BE POST MOUNTED PER COB STANDARD DETAIL DRAWING 09810-1. 2. ALL CURB MARKINGS ARE SHOWN IN A YELLOW HATCH BETWEEN THE BACK OF CURB AND THE FLOWLINE OF THE CURB.ALL CURB MARKINGS °1 \ SHALL BE EPDXY PAINT. III III 3. ALL PAVEMENT MARKINGS SHALL EITHER BE HOT EXTRUDED INLAID z III III OR PREFORMED THERMOPLASTIC o }: a MARKINGS. III 3 III 4. ALL SHARROW AND BIKE LANE J III III s SYMBOL PAVEMENT MARKINGS fpa III SHALL BE PREFORMED THERMOPLASTIC.SEE DETAIL SHEET G8. LU I III :3 5. SIGNS NOT SHOWN ARE"USE AS IS" 3 Z Z III W ^ o «I UNLESS OTHERWISE SPECIFIED BY w III Q III FI Y i THE ENGINEER. o m W III I STA 11+08.83 STA 13+27.50 6. ALL NO PARKING SIGNS SHALL BE O 20.0'LT ••-I V III" R7-1A(12"X18") 21.0'LT SET AT A 45°ANGLE. z E III Q C9_ RESET POST R3-17(24"X18") s DR iP D 3 J RSFO R7-1A(12"X18") BEV J NEW :: f - REVIEWED SWF w/ N \ --_---_-_---- - - PROJECT NUMBER ----- ------------ 16417100 1 8STA 0+85.1 : 06/2020 -zzzzzzzz zzzzzzzz i i i i i STA 11+05.18 STA i _ _ _ 1143+095T0 13I012i00 _ -10+00 . 11i00 T --_ STA 10+gq,g5 E. TAMARACK STREETTA 13+27.50 s =___==== NORTHING=528590.476 0 EASTING=1579415.635 -- ;:'�`: W1-21-(36X36") - E(o) E(0) o:�.� O IT 0 1 Front St. s \ 2� ~ O S E.Tamarack St. J. Z O STA1230?RT 2-D3 Front St. LU V N I III III I .I 2-D3 E.Tamarack St. Q I'i III III STA 12+25.82 \ 1 X H Z_ .al 21.5'RT F— LU Y III a III W1-2R(36"X36") s I,'I NEW W O Z � j III U" III s Wm Q � LLw III III �:j \ 00 p 25 0 25 50 U Z C. 3 SCALE FEET j CU Q N RECORD DRAWINGS: Z JUNE, 2020 W Z THESE DRAWINGS WERE Q PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR Wd AND THE CITY OF BOZEMAN FOR u) PREPARATION OF RECORD a DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. TC4 Jun 9,2020-3:49 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Record Dwgs\Construction_DWGS\Permanent Traffic Control Plans.dwg ©KLJ 2018 -4 NOTES: 1. CROSS SECTIONS PROVIDED AT <Cv� DRIVEWAY LOCATIONS SHOW STA=5+50.00 TYPICAL SECTION OF CURB& GUTTER,BOULEVARD AND SIDEWALKS TO DEPICT DESIGN 4760 4760 GRADES FROM TBC TO DAYLIGHT. CONTRACTOR SHALL CONSTRUCT TRANSITIONS FOR DRIVEWAY APRONS PER COB STD.DWG:S o 02529-11 AND 02529-12. N M o U R U o OFFSET:-41.04 N j rD m °D j N j z ELEV:4748.85 L w Lu Lu y 4750 Lu I IooI W Up 4750 OFFSET:29.30 ELEV:4749.60 sw DRIVEWAY APRON I! —— :L — (SEE NOTE 1.) ORIGINAL EL=4749.38 4740 L DESIGN EL=4749.26 4740 -50 -40 -30 -20 -10 0 10 20 30 40 50 a 0 d z STA=5+00.00 DRAFTED BEV REVIEWED 4760 4760 SWF PRGUECTNUMBER OFFSET:-24.00 16417100 ELEV:4749.62 ISSUE DATE 06/2020 OFFSET:-29.00 v OFFSET:49.67 ol ELEV:4749.69 n V a U o^ ELEV:4750.51 a v, eD � °D5H N>fo W ZJ 4750 W 3 —notFrL _ WLu w 4750 0 TT OFFSET:-31.43 U ELEV:4749.03 DRIVEWAY APRON (SEE NOTE 1.) Lo O ORIGINAL EL=4749.71 •A p 4740 DESIGN EL=4749.55 —L 4740 Z + -50 -40 -30 -20 -10 0 10 20 30 40 50 O L? W t° z M ti STA=4+73.61 W O Z Q LU CO2 Cl) 4760 4760 OO o Z 5 o 10 � m O 00 n U SCALE FEET Y OFFSET:-25.50 0) o v OFFSET:34.36 U V LU ELEV:4749.58 16 U N v U o v a ELEV:4750.1.8 U) .. OFFSET:-28.05 W~ W~ N W RECORD DRAWINGS: ELEV:4748.95 J 4750 W So o. W 4750 Q 0 JUNE, 2020 THESE DRAWINGS WERE Q V PREPARED FROM INFORMATION III— PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR ORIGINAL EL=4749.70 PREPARATION OF RECORD±—# Q 4740L14 DESIGN EL=4749.70 4740 DRAWINGS. INFORMATION HAS W -50 -40 -30 -20 -10 0 10 20 30 40 50 NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E.INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. XS1 Jun 9,2020-4:00 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Grading-BEV.dwg ©KLJ 2018 NOTES: I 1. CROSS SECTIONS PROVIDED AT 41 DRIVEWAY LOCATIONS SHOW STA=6+00.00 TYPICAL SECTION OF CURB& GUTTER,BOULEVARD AND SIDEWALKS TO DEPICT DESIGN GRADES FROM TBC TO DAYLIGHT. CONTRACTOR SHALL CONSTRUCT OFFSET:29.00 TRANSITIONS FOR DRIVEWAY OFFSET:24.00 ELEV:4749.01 ELEV:4748.94 APRONS PER COB STD.DWG'S OFFSET:-24.00 m 02529-11 AND 02529-12. ELEV:4748.85 o.cd o v OFFSET:31.15 OFFSET:-29.00 ao A m v m ELEV:4748.47 ELEV:4748.93 w~ w z 4750 W W 4750 W 0 JELEV: T:36.21 OFFSE!4748.14 OFFSET:-30.31 4748.09 ELEV ELEV:4748.60 ORIGINAL EL=4749.05 4739 DESIGN EL=4748.98 4739 -50 -40 -30 -20 -10 0 10 20 30 40 50 Q 0 o z STA=5+92.09 DRAFTED BEV REVIEWED SWF PROJECT NUMBER 16417100 ISSUE DATE OFFSET:-24.00 06/2020 a o OFFSET: ELEV:4748.90 0 oo ELEV:4748.98 OFFSET:-53.73 OFFSET:-29.00 o v m a�m OFFSET:29.00 ELEV:4747:33 ELEV:4748.97 -w� w ELEV:4749.06 OFFSET:42.32 ELEV:4748.34 4750 Lu w 4750 Z it - -- =!! - 1 0 V o � o ORIGINAL EL=4749.13 p 4739 DESIGN EL=4749.02 4739 ' O -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 to V � LiJ ~Z STA=5+53.76 L J N Z Q LU m � N 4760 4760 O LU N >_ O Z 0 5 10 � ~ m O Y " ~ o N SCALE FEET V o oa o� oa U w OFFSET:-41.07 Doi>m o v m v m m a Q� N 4750 ELEV:4748.76 w >~ w>� >� OFFSET: 9.86 4750 RECORD DRAWINGS: �Q// O ELEV:4749.86 LL W JUNE, 2020 Ix THESE DRAWINGS WERE V DRIVEWAY APRON PREPARED FROM INFORMATION (SEE NOTE 1.) PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR ~ ORIGINAL EL=4749.37 #1 PREPARATION OF RECORD Q 4740 DESIGN EL=4749.24 4740 DRAWINGS. INFORMATION HAS LU -50 -40 -30 -20 -10 0 10 20 30 40 50 NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. XS2 Jun 9,2020-3:59 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Grading-BEV.dwg (D KLJ 2018 NOTES: I 1. CROSS SECTIONS PROVIDED AT 41 DRIVEWAY LOCATIONS SHOW STA=6+50.00 TYPICAL SECTION OF CURB& GUTTER,BOULEVARD AND SIDEWALKS TO DEPICT DESIGN GRADES FROM TBC TO DAYLIGHT. CONTRACTOR SHALL CONSTRUCT TRANSITIONS FOR DRIVEWAY APRONS PER COB STD.DWG'S 02529-11 AND 02529-12. OFFSET:-24.84 ELEV:4748.62 7>~ z 0 w~ 4750 w w 1 4750 W OFFSET:24.61 ELEV:4748.70 ORIGINAL EL=4748.63 4739 DESIGN EL=4748.70 4739 -50 -40 -30 -20 -10 0 10 20 30 40 50 Q 0 o z STA=6+43.00 DRAFTED BEV REVIEWED SWF PROJECT NUMBER 16417100 ISSUE DATE 06/2020 c n U q r OFFSET:-24.80 > j OFFSET:24.60 ELEV:4748.63 w w ELEV:4748.71 4750 w w 4750 0 V 4 -ki l l I I I I I 1 o _ o ORIGINAL EL=4748.65 4739 DESIGN EL=47a8.73 4740 4739 v, Ln + -50 -40 -30 -20 -10 0 10 20 30 40 50 O to () o W o Z 'n STA=6+15.00 w o LU m LU y LL ON N >_ O Z 0 5 10 U) ~ m O Y " ~ <o SOLE FEET V oa o� la;_` a () wOFFSET:-29.28 CO m > N OFFSET:31.49 Q N w w w w ELEV:4747.94 N ELEV:4748.76 O 4750 w w J 4750 RECORD DRAWINGS: _ JUNE, 2020 THESE DRAWINGS WERE Q V PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR U) ORIGINAL EL=4748.91 PREPARATION OF RECORD Q 4739 DESIGN EL=4748.89 47739 DRAWINGS. INFORMATION HAS W -50 -40 -30 -20 -10 0 10 20 30 40 50 NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. XS3 Jun 9,2020-4:00 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Grading-BEV.dwg Q KLJ 2018 *N NOTES: 1. CROSS SECTIONS PROVIDED AT � V�L DRIVEWAY LOCATIONS SHOW STA=7+50.00 TYPICAL SECTION OF CURB& GUTTER,BOULEVARD AND SIDEWALKS TO DEPICT DESIGN GRADES FROM TBC TO DAYLIGHT. CONTRACTOR SHALL CONSTRUCT TRANSITIONS FOR DRIVEWAY APRONS PER COB STD.DWG'S o on N OFFSET:30.79 02529-11 AND 02529-12. ELEV:4750.40 o� 4750 Cu 4750 N J J J W WLp W OFFSET:-29.54 ELEV:4748.61 Iii21( RIGINAL EL=4749.27 47394740 DESIGN EL=4748.20 4739 -50 -40 -30 -20 -10 0 10 20 30 40 50 Q 0 o E z STA=7+24.17 DM ED BEV REVIEWED SWF PROJECT NUMBER 16417100 ISSUE DnTE 06/2020 o Cl! OFFSET:30.93 m ELEV:4750.45 U) ��U o�?� N � OJa m of r N>(A 4750 w 4750 Z up w O OFFSET:-29.33 ELEV:4748.52 U O 4740 O ORIGINAL EL=4749.10 1111 4740 '^ LID p 4739 DESIGN EL=4748.32 4739 z + -50 -40 -30 -20 -10 0 10 20 30 40 50 Z N O STA=6+82.58 LULU Z Q LUm Q ~ 2 N LL LU OFFSET:-22.88 `` O N ELEV:4748.45 ''r^ >- O Z OFFSET:-28.11 5 0 5 10 V+ H m 0 ELEV:4748.51 OFFSET:22.03 V U p 0 ELEV:4748.51 SCALE FEET i V CO q c CO U �'n U OFFSET:27.10 V LU co A c6 v ELEV: t748.59 OFFSET:33.49 (f) W- W~ ELEV:4748.69 N 1 4750 w W 4750 RECORD DRAWINGS: Q O THESE DRAWINGS WERE a V DRIVEWAY APRON PREPARED FROM INFORMATION (SEE NOTE 1.) PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR ORIGINAL EL=4748.77 PREPARATION OF RECORD a 4739 DESIGN EL=4748.53 4739 DRAWINGS. INFORMATION HAS W -50 -40 -30 -20 -10 0 10 20 30 40 50 NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. XS4 Jun 9,2020-4:01 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Grading-BEV.dwg ©KLJ 2018 NOTES: 1. CROSS SECTIONS PROVIDED AT KLR DRIVEWAY LOCATIONS SHOW g STA=8+50.00 TYPICAL SECTION OF CURB& �y GUTTER,BOULEVARD AND SIDEWALKS TO DEPICT DESIGN 4760 4760 GRADES FROM TBC TO DAYLIGHT. CONTRACTOR SHALL CONSTRUCT TRANSITIONS FOR DRIVEWAY APRONS PER COB STD.DWG'S 02529-11 AND 02529-12. rn �° rn o m COov o� ov CD-It �> CO o H j U w W w W J 4750 J w W 4750 w JELEL FFSET: 91 36 EV:4750.44 ORIGINAL EL=4750.03 4740 DESIGN EL=4749.05 4740 -50 -40 -30 -20 -10 0 10 20 30 40 50 a 0 d z STA=8+34.95 BEV REVIEWED 4760 4760 SWF PROJECT NUMBER 16417100 ISSUE DATE 06/2020 w n OFFSET:-39.08 v ?00 N> j N> OFFSET:30.36 7 ELEV:4748.78 w w w IL ELEV:4750.15 4750 J w wTA 4750 0 V DRIVEWAY APRON (SEE NOTE 1.) FF a/ O O ORIGINAL EL=4749.82 p 4740 DESIGN EL=4748.77 4740 + -50 -40 -30 -20 -10 0 10 20 30 40 50 O o (� o W � z 0 STA=8+00.00 W N Z Q Wm2 N � 0N >- O z 0 5 10 v' ~ m 0_ U ~ 0 o M SOLE FEET V VLU MIA omC\I m W N>� N 4750 W 4750 RECORD DRAWINGS: Q O JUNE, 2020 C OFFSET:-29.68 OFFSET:30.59 G 0 ELEV:4748.84 ELEV:4749.92 THESE DRAWINGS WERE Q PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR ORIGINAL EL=4749.45 PREPARATION OF RECORD Q 4739 DESIGN EL=4748.29 4739 DRAWINGS. INFORMATION HAS W -50 -40 -30 -20 -10 0 10 20 30 40 50 NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. XSGJ Jun 9,2020-4:02 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Grading-BEV.dwg (D KLJ 2018 NOTES: 1. CROSS SECTIONS PROVIDED AT KLR DRIVEWAY LOCATIONS SHOW g STA=9+50.00 TYPICAL SECTION OF CURB& �y GUTTER,BOULEVARD AND SIDEWALKS TO DEPICT DESIGN 4760 4760 GRADES FROM TBC TO DAYLIGHT. CONTRACTOR SHALL CONSTRUCT TRANSITIONS FOR DRIVEWAY 0 rn APRONS PER COB STD.DWG.'S o 02529-11 AND 02529-12. N> H > N> W J J J J W W OFFSET:30.12 o_ ELEV:4752.03 4750 4750 [-ORIGINAL EL=4750.90 --37 11HEim 4740 DESIGN EL=4750.88 4740 -50 -40 -30 -20 -10 0 10 20 30 40 50 a 0 d z STA=9+00.00 BEV REVIEWED 4760 4760 SWF PROJECT NUMBER 16417100 ISSUE DATE o lw o 06/2020 d a o m OFFSET:-30.86 ° j U cO m III o� tin OFFSET:30.26 ELEV:4749.55 w J J ELEV:4751.44 4750 W - 4750 0 V o � o ORIGINAL EL=4750.81 p 4740111191 DESIGN EL=4750.15 4740 + -50 -40 -30 -20 -10 0 10 20 30 40 50 0 0 V � LIJ � Z ILU STA=8+71.66 N z Q Wm ¢ ~ 4760 4760 O LU >_ O Z 0 5 10 v' ~ m 0I . . 1 _ U ~ M M 0 SCALE FEET V N 4 U In U o W N.w „v > N>m OFFSET:30.37 J 17 J J J ELEV:4750.92 U) W W 4750 4750 RECORD DRAWINGS: Q N JUNE, 2020 THESE DRAWINGS WERE Q V OFFSET:-49.21 DRIVEWAY APRON PREPARED FROM INFORMATION ELEV:4749.35 (SEE NOTE 1.) PROVIDED BY THE CONTRACTOR � AND THE CITY OF BOZEMAN FOR ORIGINAL EL=4750.24 PREPARATION OF RECORD Q 4740 DESIGN EL=4749.52 4740 DRAWINGS. INFORMATION HAS W -50 -40 -30 -20 -10 0 10 20 30 40 50 NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. XS6 Jun 9,2020-4:03 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Grading-BEV.dwg (D KLJ 2018 or NOTES: I 1. CROSS SECTIONS PROVIDED AT <0 STA= 12+49.35 DRIVEWAY LOCATIONS SHOW TYPICAL SECTION OF CURB& GUTTER,BOULEVARD AND 4760 4760 SIDEWALKS TO DEPICT DESIGN GRADES FROM TBC TO DAYLIGHT. CONTRACTOR SHALL CONSTRUCT TRANSITIONS FOR DRIVEWAY APRONS PER COB STD.DWG'S N oo `'? 02529-11 AND 02529-12. OFFSET:-30.09 o a p ° o v O a r U o OFFSET:34.15 ELEV:4749.78 N U ;m �> N m ELEV:4749.38 2. SEE INTERSECTION GRADING w w w SHEETS INT2 AND INT3 FOR zo 4750 w u w 4750 SPECIFIC PLAN GRADES FROM 0 STATION 9+66.44 TO 12+25.00. w 3. SEE INTERSECTION GRADING DETAILS FOR CURB RETURN RADII AND SPECIFIC CURB GRADES. ORIGINAL EL=4749.28 4. THE PAVEMENT SECTION FROM 4740lit DESIGN EL=4749.28 4740 9H 6.4 TO 12++25.0. STATION -50 -40 -30 -20 -10 0 10 20 30 40 50 0 STA= 12+25.00 0 Z DRAFTED BEV 4760 4760 REVIEWED SWF PROJECT NUMBER 16417100 ISSUE DATE N v 06/2020 � 1�82 '�OFFSET:-38.17 rnv COI -00 ELEV:4749.68 > >~ >.� w> OFFSET:29.18 ELEV:4749.57 4750 11' , w 4750 0 V ORIGINAL EL=4749.64 '� M 4740 DESIGN EL=4749.45 4740 �/, -50 -40 -30 -20 -10 0 10 20 30 40 50 Z N V � LV z co cc STA=9+66.44 w LIJ o zz 4760 4760 W m LL < N � 0N N } 0 0 5 10 ~p m Q O OIn O� OLL7 O� U 'v 4C6 U v m m a OFFSET:30.20 SCALE FEET Y V w >~ w~ J ELEV:4752:09 r' W w Q J T 1-11#111 w w U) 4750 4750 RECORD DRAWINGS: N OFFSET:-29.60 JUNE, 2020 ELEV:4750.57 THESE DRAWINGS WERE Q V PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR ORIGINAL EL=4750.69 AND THE CITY OF BOZEMAN FORCn Efil4740 DESIGN EL-4750.85 4740 PREPARATION OF RECORD Q -50 -40 -30 -20 -10 0 10 20 30 40 50 DRAWINGS. INFORMATION HAS LU NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. XS7 Jun 9,2020-4:04 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Grading-BEV.dwg (D KLJ 2018 NOTES: 1. CROSS SECTIONS PROVIDED AT KLR DRIVEWAY LOCATIONS SHOW g STA= 13+34.39 TYPICAL SECTION OF CURB& �y GUTTER,BOULEVARD AND SIDEWALKS TO DEPICT DESIGN 4760 4760 GRADES FROM TBC TO DAYLIGHT. CONTRACTOR SHALL CONSTRUCT TRANSITIONS FOR DRIVEWAY APRONS PER COB STD.DWG'S 02529-11 AND 02529-12. m v 2. SEE INTERSECTION GRADING N OFFSET:29.61 SHEETS INT4 FOR SPECIFIC PLAN zz w w w w ELEV:4749.32 GRADES FROM STATION 13+27.50 N 4750 w w w 4750 TO14+20.00. 0 EOFFSET:-24.12 3. SEE INTERSECTION GRADING ELEV:4749.17 DETAILS FOR CURB RETURN RADII AND SPECIFIC CURB GRADES. ORIGINAL EL=4748.82 4740 DESIGN EL=4748.68 4740 -50 -40 30 -20 -10 0 10 20 30 40 50 Q 0 d z STA= 13+00.00 BEV REVIEWED SWF PROJECT NUMBER 16417100 ISSUE DATE 06/2020 o n e CID��U HL 0N .. �� H NW4750 w w J 4750 Z 0 OFFSET:-24.20 7 ELEV:4749.33 r OFFSET:29.64 I 1 ELEV:4749.44 V M ORIGINAL EL=4749.02 ~ M 4740 4739 DESIGN EL=4748.76ala 4739 Z + -50 -40 -30 -20 -10 0 10 20 30 40 50 O T" (� o W c z LQ m STA= 12+65.00 LU � Wm2 4760 4760 O LU U) >. O Cl) 0 5 10 v//' U m O m rn SCALE FEET j rn rn rn w V o^m a gr OFFSET:34.15 y ria v,00 vm ai m > > > > ELEV:4749.54 N N J w J J 4750 RECORD DRAWINGS: LL y 4750 JUNE, 2020 0 DRIVEWAY APRON THESE DRAWINGS WERE Q V OFFSET:-24.01 (SEE NOTE 1.) PREPARED FROM INFORMATION ELEV:4749.50 PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR ~ ORIGINAL EL=4749.37 PREPARATION OF RECORD Q 4740 DESIGN EL-4749.11 4740 DRAWINGS. INFORMATION HAS W -50 -40 -30 -20 -10 0 10 20 30 40 50 NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. XS8 Jun 9,2020-4:04 PM-K:\Projects\City\MT\Bozeman\16417100 E.Tamarack St.Reconstruction\Cadd\Grading-BEV.dwg (D KLJ 2018