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East Peach Reconstruction_Record Drawing
EA S T PEA CH S TREET RECONS TR UC TION LIS EL SHE BY 2 H VRE GLASG W CITY OF BOZEMAN 2 87 2 N BOZEMAN, MT 83 AT FAIL JUNE 2020 G DIVE BOZEMAN, MT M S ILL LEWIS WIN 52 HE NA 87 5.2 ILES ITY 83 _ r t _ B M BILL GS '� •_ � + r 89 _.. ..f .,..M1.a .. r +� PROJECT LOCATION "I-Ia L w E TAMARACK ST 2ST STATE OF MONTANA ' �� CERTIFICATION �r �090 .' 1 HEREBY CERTIFY THAT THE ATTACHED PLANS WERE PREPARED BY COUNCIL MEMBERS E ASPEN ST e T. ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY t ` REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF MONTANA. MAYOR CITY OF BOZEMAN CARSON TAYLOR PO BOX 1230 121 NORTH ROUSE AVE. DATE: DEPUTY MAYOR BOZEMAN, MT 59771 E COTTONWOOD ST PROJECT LOCATION CYNTHIA ANDRUS PH:406.582.2320 CITY COMMISSIONERS RIF CHRIS MEHL JEFF KRAUSS E PEACH ST t I-HO POMEROY _ �� CERTIFICATION _ 9 I HEREBY CERTIFY THAT THE ATTACHED PLANS WERE PREPARED BY UTILITY COMPANIES Q �� ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF MONTANA. NORTHWEST ENERGY CHARTER COMMUNICATIONS PO BOX 490 951 WEST CUSTER AVENUE w 4 BOZEMAN, MT.59771-0490 BOZEMAN, MT.59601 Q E FRIDLEY ST LINDA GALE ED SELF w �Q DATE: a CENTURYLINK ' 0 z 2707 W. MAIN STREET Z w Co ¢ E LAMME ST W BOZEMAN, MT.59718 LISA WHITE = Q •'' U r!ri+ Of RECORD DRAWINGS: ~ EMENDENHALLST --U - JUNE, 2020 11 Z Z C THESE DRAWINGS WERE VICINITY MAP PREPARED FROM INFORMATION NO SCALE PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR %� 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 ! • �/C �� �� PH:406.404.1849 1-800-424-5555 S'S+ ENS NG� FAX:855.288.8055 TONAL E . <KLI www.kljeng.com KLJ PROJECT NO. 16417103 Jun 10,2020-9:59am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Construction Drawings\KLJ_CoverSheet.dwg(11x17) D KLJ 2017 INDEX OF SHEETS <<KLI GENERAL INTERSECTION DETAILS BASIS OF SURVEY: CONTROL TRAVERSE COORDINATE DATA G1 COVER SHEET INT1 E. PEACH STREET&N. CHURCH AVENUE INTERSECTION DETAIL POINT# NAME NORTHING EASTING ELEVATION G2 INDEX OF SHEETS, PROJECT CONTROL&COORDINATE DATA INT2 E. PEACH STREET GRADING DETAIL:STA 7+53.61 -9+00 MONTANA STATE PLANE NAD 83(2011) G3 LEGEND,GENERAL NOTES&ABBREVIATIONS INT3 E. PEACH STREET GRADING DETAIL:STA 9+50-11+47.09 HORIZONTAL DATUM:NAD 83 4 CP PEW 527624.7973 1578912.0152 4761.450 GEOID:GEOID 12A(CONUS) G4 GENERAL NOTES INT4 E. PEACH STREET&N. IDA AVENUE INTERSECTION DETAIL VERTICAL DATUM:CITY OF BOZEMAN DATUM 12 MDT AC 527625.2390 1578132.9070 4761.340 G5 TYPICAL SECTIONS INT5 E. PEACH STREET&N. PLUM AVENUE INTERSECTION DETAIL (NAVD88-19.4 FT) CP C4805 G6 SANITARY SEWER AND STORM DRAIN DETAILS HORIZONTAL AND VERTICAL UNITS: 17 M&M 527570.4890 1578519.1890 4764.050 INTERNATIONAL FEET PC2012 G7 MISCELLANEOUS DETAILS PERMANENT SIGNING&MARKINGS LOCAL SITE SETTINGS: 15 CP 15 527612.8800 1579790.7770 4754.660 TC1 EXISTING SIGNING CONDITIONS:STA 4+00-10+00 LOCAL NORTHING:0.00 Z EXISTING CONDITIONS&REMOVALS TC2 EXISTING SIGNING CONDITIONS:STA 10+00-16+00 LOCAL EASTING:0.00 16 CP 16 527567.4050 1579385.6010 4759.380 ° R1 EXISTING CONDITIONS&REMOVALS:STA 2+00-8+00 TC3 EXISTING SIGNING CONDITIONS:STA 16+00-17+60 GRID NORTHING:0.00 w .00 R2 EXISTING CONDITIONS&REMOVALS:STA 8+00-14+00 TC4 PERMANENT SIGNING&MARKING:STA 3+00-8+00 GRID ND SCALE FA GROUND SCALE FACTOR:0.999428671 R3 EXISTING CONDITIONS&REMOVALS:STA 14+00-17+60 TC5 PERMANENT SIGNING&MARKING:STA 8+00-12+00 PROPOSED CENTERLINE COORDINATE DATA TC6 PERMANENT SIGNING&MARKING:STA 12+00-17+60 DISTANCES ARE GROUND SANITARY SEWER POINT# STATION NORTHING EASTING SS1 SANITARY SEWER PLAN&PROFILE:STA 2+75-8+60 BP 1+00.00 527599.1652 1578115.3622 SS2 SANITARY SEWER PLAN&PROFILE:STA 9+00-14+00 CROSS SECTIONS SS3 SANITARY SEWER PLAN&PROFILE:STA 14+00-17+60 XS1 CROSS SECTIONS:STA 4+11.64-5+50.00 EP 17+60.00 527585.7424 1579775.3083 w XS2 CROSS SECTIONS:STA 5+71.05-6+50.00 WATER MAIN XS3 CROSS SECTIONS:STA 6+76.67-7+29.22 W1 WATER MAIN PLAN&PROFILE:STA 12+00-17+60 XS4 CROSS SECTIONS:STA 7+43.61 -11+96.73 Z XS5 CROSS SECTIONS:STA 12+00.00-12+50.00 XS6 CROSS SECTIONS:STA 12+64.07-13+00.00 BEv STORM DRAIN XS7 CROSS SECTIONS:STA 13+50.00-14+17.43 TSS ST1 STORM DRAIN PLAN&PROFILE:STA 2+00-7+00 XS8 CROSS SECTIONS:STA 14+50.00-15+00.00 PROJECT NVME R 16417103 ST2 STORM DRAIN PLAN&PROFILE:STA 13+00-17+60 XS9 CROSS SECTIONS:STA 15+50.00-16+00.00 EOArE XS10 CROSS SECTIONS:STA 16+50.00-16+86.30 06/2020 GEOMETRIC DESIGN Cl GEOMETRIC DESIGN PLAN&PROFILE:STA 4+00-10+00 Q C2 GEOMETRIC DESIGN PLAN&PROFILE:STA 10+00-16+00 F- C3 GEOMETRIC DESIGN PLAN&PROFILE:STA 16+00-17+60 Z Q O � H L) a z_ o H o c0 o Z c) O 06 V Z J I.I.I � 2 N Z Z L m :�E V ILL W O IL F- L)Omw U n O = a U vi RECORD DRAWINGS: Q w JUNE, 2020 LV LU a = THESE DRAWINGS WERE U) PREPARED FROM INFORMATION LL PROVIDED BY THE CONTRACTOR O AND THE CITY OF BOZEMAN FOR Q W PREPARATION OF RECORD W o DRAWINGS. INFORMATION HAS z 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 10,2020-11:00am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Legend,Gen.Notes.dwg ©KLJ 2017 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. W 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 CONC=CONCRETE RP=RADIUS POINT z CROSS 3. PROPERTY BOUNDARIES OR RIGHT OF WAY WIDTHS ARE NOT DESCRIBED IN THESE ASP =ASPHALT DIRECTION ° PLANS AND THE PROJECT LIMITS ARE TO BE FROM BACK TO BACK OF EXISTING D AC PVMT=ASPHALT CONCRETE PAVEMENT FEATURES D4 REDUCER ►� SIDEWALKS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING WRITTEN AC=ASPHALT CEMENT PERMISSION TO ENCROACH ON PRIVATE PROPERTY OUTSIDE THE PROJECT LIMITS. PVMT=PAVEMENT N=NORTH WATER SERVICE RECONNECT RCP =REINFORCED CONCRETE PIPE E=SOUTH TBC=TOP BACK OF CURB OW 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 SP SPRINKLER HEAD O CBC=CRUSHED BASE COURSE FL=FLOW LINE APPURTENANCES. NW=NORTH WEST �W WATER METER ® CMP=CORRUGATED METAL PIPE SE=SOUTH EAST NV=INVERT ELEVATION SANITARY SEWER MAIN » 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UTILITIES MISCELLANEOUS SW=SOUTH WEST SW=SIDEWALK LT=LEFT BEFORE COMMENCING WORK. PRIOR TO EXCAVATION,THE CONTRACTOR SHALL GV=GATE VALVE SANITARY MANHOLE OS CONTACT"ONE CALL"AT 800-424-5555. RT=RIGHT FH=FIRE HYDRANT w APPROX=APPROXIMATE MH=MANHOLE SEWER SERVICE RECONNECT AL LOC=LOCATION SAN=SANITARY 6. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO REMOVE OR EX.=EXISTING MEASUREMENT SSMH=SANITARY SEWER MANHOLE 0 CLEANOUT • RELOCATE EXISTING UTILITIES AS NEEDED TO ACCOMMODATE THE WORK. SUCH MAX=MAXIMUM SD=STORM DRAIN ST STORM SEWER MAIN COORDINATION SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS. MIN=MINIMUM SF =SQUARE FEET STMH=STORM DRAIN MANHOLE z 15 OC=ON CENTER SY =SQUARE YARDS CR=CURB RAMP ST STORM SEWER MANHOLE S 7. CONTRACTOR SHALL PROVIDE A ONE 1 WEEK NOTICE TO THE ENGINEER AND PPSD=PROPOSED CF =CUBIC FEET DRAFTED 0 ( ) WM WATER MAIN BEV TYP=TYPICAL GAL =GALLON(U.S.)OWNER PRIOR TO BEGINNING ANY CONSTRUCTION. ( STD=STANDARD REVIEWED III CURB INLET ® STA=STATION DIA = DIAMETER MT=MAST TSS DBL=DOUBLE HT=HEIGHT CATCH BASIN Q 8. ANY DISCREPANCY DISCOVERED BY THE CONTRACTOR IN THE PLANS OR PROJECT TEMP=TEMPORARY IN = INCH PROJECT NUMBER FT = FOOT TWLTL TWO WAY LEFT TURN LANE 16417103 E UNDER GROUND ELECTRIC a MANUAL SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER WHEN CONST=CONSTRUCTION LF = LINEAL FEET N GAS=NATURAL GAS DISCOVERED.THE CONTRACTOR SHALL ALLOW TIME FOR CLARIFICATION. RECON=RECONSTRUCTION PSF= POUNDS PER SQUARE FOOT CB=CATCH BASIN 06/ss 0 E 2020 E(0) OVERHEAD ELECTRIC am LMT=LIMIT R = RADIUS POWER POLE f 9. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS.MONUMENTS BEG=BEGIN EA = EACH DISTURBED OR DESTROYED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. RET=RETAINING VF = VERTICAL FOOT SURVEY GUY WIRE TRANS=TRANSITION 10. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL OFF=OFFSET BM=BENCH MARK LIGHT POLE REHAB=REHABILITATION CP=CONTROL POINT TIMES.IF ACCESS CLOSURE IS REQUIRED,THE CONTRACTOR SHALL PROVIDE SRVC=SERVICE II ELECTRICAL JUNCTION BOX ■ WRITTEN NOTICE 24 HOURS IN ADVANCE OF CLOSURE TO AFFECTED OWNERS AND ESMT=EASEMENT BP=BEGINNING OF PROJECT Z EP=ENDING OF PROJECT ELECTRICAL METER EMERGENCY SERVICE PROVIDERS. O ` II ELECTRICAL OUTLET/PLUG-IN ® 11. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A TRAFFIC CONTROL TABLE 1-G3:ANCHOR THRUST BLOCK SIZING Nr T UNDERGROUND TELEPHONE r PLAN IN CONFORMANCE WITH THE CITY OF BOZEMAN REQUIREMENTS.PLAN TO BE MIN.VOLUME OF CONCRETE PER FITTING(CUBIC FEET) Z APPROVED BY THE CITY PRIOR TO COMMENCING WITH ANY WORK IN THE PUBLIC = O O TELEPHONE MANHOLE ® RIGHT-OF-WAY. PIPE SIZE(IN.) TELEPHONE PEDESTAL 90°BEND 45°BEND 22.5°BEND 11.25°BEND . Q 12. CONTRACTOR SHALL PREPARE AND SUBMIT TO ENGINEER TAPPING REQUESTS AND N UNDERGROUND CABLE TV N VALVE OPERATING REQUESTS PER CITY OF BOZEMAN REQUIREMENTS.REQUESTS 4 9 7 4 2 W II CABLE TV PEDESTAL TO BE APPROVED BY CITY PRIOR TO TAPPING EXISTING WATER MAINS OR Z m c GAS LINE c OPERATING EXISTING VALVES. 6 20 14 8 4 0 m FUEL LINE 13. ALL ANCHOR THRUST BLOCKS AS DEPICTED IN COB STANDARD DRAWING NO. 8 35 25 14 7 W < 02660-11 SHALL BE SIZED PER TABLE 1-G3(THIS SHEET). c� © GAS METER CD �/ w N GRADING LIMITS 10 54 38 21 11 N Z W 14. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION ` N LU PRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION. r 00 O CONCRETE CURB&GUTTER 12 78 55 30 16 W LL W Z EDGE OF ASPHALT SURFACE ———— 15. THE OWNER AND ENGINEER RESERVE THE RIGHT TO PROVIDE ADDITIONAL TESTING W >_ N UPON THEIR OWN DISCRETION. IF NEEDED,THE CONTRACTOR SHALL COOPERATE 14 105 75 41 21 Q� H m Q -------- EDGE OF GRAVEL SURFACE -—— —- AND ASSIST THE OWNER AND/OR ENGINEER IN COLLECTION OF ADDITIONAL TESTING (j BITUMINOUS/CONCRETE SURFACE 1 r SAMPLES. AT A MINIMUM THIS MAY INCLUDE EXCAVATION OF TEST PITS FOR BLOCK DIMENSIONS SHALL BE EQUAL IN ALL DIRECTIONS,WHERE POSSIBLE W � COMPACTION TEST VERIFICATIONS FOR EACH LIFT OF TRENCH BACKFILL, Z DETECTABLE WARNING PANELS ° ° EMBANKMENT MATERIAL OR AGGREGATE BASE MATERIAL. THE CONTRACTOR = W = ® CONCRETE COMPRESSIVE STRENGTH 3,000 PSI(MIN.) C7 BUILDING ® SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE OWNER AND ENGINEER, IU e CHAIN LINK FENCE PRIOR TO COVERING WORK,TO ALLOW TIME FOR QUALITY VERIFICATION. RECORD DRAWINGS. c JUNE, 2020 LU Z e WOOD FENCE ❑ 16. WATER AND SEWER MAIN SEPARATION SHALL BE PER MT DEQ REQUIREMENTS. aLLI x BARB WIRE FENCE x THESE DRAWINGS WERE W 17. EXISTING PIPES TO BE ABANDONED IN PLACE SHALL BE CAPPED AND INSPECTED BY PREPARED FROM INFORMATION J TREES CONIFEROUS/DECIDUOUS 0 THE CITY OR ENGINEER PRIOR TO BACKFILLING. PROVIDED BY THE CONTRACTOR �3 BUSH 18. ALL AREAS COVERED BY TOPSOIL DURING FINAL GRADING SHALL BE SEEDED AND THE CITY OF BOZEMAN FOR Q TEMPORARY CONSTRUCTION EASEMENT BEFORE FINAL ACCEPTANCE. PREPARATION OF RECORD W -y DRAINAGE DIRECTION ��i DRAWINGS. INFORMATION HAS 19. CONTRACTOR SHALL MAINTAIN FIELD AS-BUILT DRAWINGS AND SHALL MEASURE AND NOT ALL BEEN VERIFIED BY KLJ. d SIGN SHOW LOCATIONS OF ALL MANHOLES,INLETS,BURIED WATER MAIN FITTINGS,AND ALL INSTRUCTIONS (I.E. INSTALL, ❑ MAIL BOX VALVES.AS-BUILT DRAWINGS SHALL PROVIDE RIM AND INLET ELEVATIONS OF ALL REMOVE, REPLACE, ETC.)HAVE STRUCTURES AND TOP OF WATER ELEVATIONS AT ALL FITTINGS AND VALVES. Qo PROPERTY PIN 0BEEN COMPLETED&SHOULD BE LHCONTROL POINT CONSIDERED IN PAST TENSE. Jun 10,2020-11:00am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Legend,Gen.Notes.dwg @ KLJ 2017 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. TOP SOIL SHALL BE PLACED AT A AND MUST BE FIELD VERIFIED BY THE CONTRACTOR TO DETERMINE IF THEY ARE ADEQUATE TO ELIMINATE TKLI UNIFORM DEPTH. THE TOTAL THICKNESS OF ALL LIFTS SHALL NOT EROSION AND SEDIMENT. THE CONTRACTOR IS FULLY RESPONSIBLE FOR MONITORING EROSION AND EXCEED 12"NOR BE LESS THAN 6". NO TOP SOIL SHALL BE PLACED IMPLEMENTING ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH THE CONDITIONS OF A STORM UNDER POTENTIAL DRIVEWAY LOCATIONS,OR USED AS TRENCH WATER POLLUTION PREVENTION PLAN(SWPPP)AND PREVENT DISCHARGE OF SOIL LADEN RUNOFF AND BACKFILL. 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 Tn 2. FINAL GRADES AFTER ALL SITE EXCAVATION,GRADING,COMPACTION SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF CONSTRUCTION AND PLACEMENT OF LANDSCAPE SOIL SHALL COMPLY WITH THE GRADES AND AFTER CONSTRUCTION UNTIL SEEDING AND ANY OTHER PERMANENT SURFACE STABILIZATION HAS BEEN SHOWN ON THIS DRAWING.SURPLUS MATERIALS SHALL BE HAULED OFF ESTABLISHED. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION(NOT)AFTER THE SITE HAS BEEN AND DISPOSED OF BY THE CONTRACTOR. RESTORED AND STABILIZED WITH THE PROPER LANDSCAPING AND OTHER VEGETATION,AND CONSTRUCTION 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 ITEM. 1. CONTRACTOR IS RESPONSIBLE FOR MINIMIZING TRACKING OF SOIL AND DEBRIS ONTO ADJACENT PROPERTIES AND ROADWAYS.TRACKING MUST BE REMOVED BY THE END OF EACH DAY. 2. INSPECT ALL EROSION CONTROL ELEMENTS WEEKLY OR AFTER ALL STORM EVENTS OF 'OF RAIN OR STORM DRAIN NOTES: 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 1. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND BE CARRIED OFF-SITE BY RUN-OFF OR WIND. PHASING TO ACCOMMODATE STORM WATER DURING CONSTRUCTION.THE CONTRACTOR SHALL IMPLEMENT A LOGICAL CONSTRUCTION SEQUENCE THAT 4. ALL OFF SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR A STORM ENSURES DOWNSTREAM STORM WATER INFRASTRUCTURE IS IN PLACE TO EVENT SHALL BE CLEANED UP BY THE END OF EACH DAY. FACILITATE PROPER DRAINAGE DURING CONSTRUCTION. REVIEWED TSS 2. STORM DRAIN MANHOLES AND INLETS SHALL NOT HAVE FORMED CHANNELS AND 5. UPON COMPLETION OF THE PROJECT,ALL DISTURBED AREAS NOT PERMANENTLY LANDSCAPED SHALL BE PROJECT NUMBER THE LOWEST PIPE INVERT SHALL BE 9-INCHES HIGHER THAN THE BOTTOM OF THE SEEDED AS SPECIFIED BY THE LANDSCAPE PLANS. 16417103 STRUCTURE IN ACCORDANCE WITH CITY OF BOZEMAN STANDARD DETAILS UNLESS ISSUE— NOTED OTHERWISE ON THE PLANS. 6. FABRIC INSIDE THE INLET AND CATCH BASIN GRATING SHALL BE REMOVED AS SOON AS FREEZING 06/2020 WEATHER OCCURS SO DRAINAGE IS NOT IMPAIRED THROUGHOUT THE WINTER MONTHS. ALL EROSION 3. ALL MANHOLE ACCESS COVERS SHALL BE ORIENTED TO AVOID PLACEMENT WITHIN CONTROL PRACTICES REMOVED OR DAMAGED DUE TO WINTER WEATHER SHALL BE REPLACED IN THE THE WHEEL PATH OF VEHICULAR TRAFFIC. SPRING IMMEDIATELY AFTER THE THAW. 4. ALL STATION AND OFFSET CALLOUTS ON THE PLANS FOR NEW SANITARY SEWER, 7. EROSION CONTROL DEVICES DESTROYED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE WATER AND STORM WATER FACILITIES ARE BASED ON THE EAST PEACH STREET REPAIRED BY THE END OF THE WORK DAY. CENTERLINE ALIGNMENT. Z 5. GRATE ELEVATIONS NOTED ON THE PLANS FOR STORM WATER INLETS ARE BASED 8. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OF O ON THE ELEVATION OF THE GRATE AT THE FLOWLINE OF THE CURB AND GUTTER. CONSTRUCTION AFTER STABILIZATION AND PERMANENT LANDSCAPING HAS BEEN INSTALLED. 6. STATION AND OFFSET CALLED OUT ON THE STORM DRAIN PLAN AND PROFILES U REFER TO THE CENTER OF THE CONCRETE STRUCTURE. RESTRAINED PIPE NOTES: = N I.f 1. THRUST RESTRAINT SHALL BE REQUIRED ON ALL FITTINGS AS SPECIFIED IN THE MPWSS AND THE COB STANDARD MODIFICATIONS TO MPWSS SECTION 02660.IN LIEU OF CONCRETE THRUST BLOCKS,THRUST V) RESTRAINT MAY BE PROVIDED UTILIZING RESTRAINED JOINTS AND RESTRAINED JOINT FITTINGS AS Z SPECIFIED IN THE COB STANDARD MODIFICATIONS TO MPWSS. O 2. REFER TO TABLE 1-G4 FOR RESTRAINED LENGTHS ON THE FITTINGS INCLUDED WITHIN THIS PROJECT. Z N W BASIS OF PLAN QUANTITIES: 3. FITTINGS THAT NEED RESTRAINT THROUGH ANOTHER FITTING WILL NOT NEED ADDITIONAL RESTRAINT. n/ w O RESTRAIN TO THE POINT WHERE ALL JOINTS IN QUESTION ARE ADEQUATELY RESTRAINED AND LL N Z Z ASPHALT CONCRETE SURFACE COURSE GRADE TYPE B = 2 TON/CY APPROVED BY THE ENGINEER. m Q J ASPHALT CEMENT PG 58-28 = 6.0%OF PLANT MIX SURFACING 9 SS-1 OR CSS-1 EMULSIFIED ASPHALT TACK COAT = 0.1 GAL/SY W W W 4. FITTINGS THAT REQUIRE RESTRAINED LENGTHS LESS THAN THE PIPE LENGTH FROM THE FITTING SHALL W ° W 0 BE RESTRAINED ONLY AT THE PIPE FITTING.JOINTS ENDING WITH THE RESTRAINED LENGTH GIVEN SHALL Z BE RESTRAINED AS DIRECTED BY ENGINEER. W U Ur 5. USE THE GIVEN CHART FOR RESTRAINED JOINT PIPE LENGTHS UNLESS OTHERWISE NOTED ON THE PLAN SHEETS. 6. THE FIRST LENGTH LISTED FOR RESTRAINED LENGTHS ON TEES IS THE REQUIRED DISTANCE ON EACH U SIDE OF THE TEE ALONG THE RUN.THE SECOND LENGTH IS THE REQUIRED DISTANCE FOR THE BRANCH. RECORD DRAWINGS: 7. RESTRAINED LENGTHS FOR WATER VALVES SHALL EQUAL THE RESTRAINT LENGTH FOR PLUGS. J U N E, 2020 LU THESE DRAWINGS WERE d TABLE 1-G4: RESTRAINED JOINT LENGTH REQUIREMENTS PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR FITTING SIZE FITTING TYPE BRANCH SIZE RESTRAINED AND THE CITY OF BOZEMAN FOR IQ LENGTH PREPARATION OF RECORD 8"X6" REDUCER 13' DRAWINGS. INFORMATION HAS NOT ALL BEEN VERIFIED BY KLJ. 8" TEE 6" 2'X13' ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE 8" PLUG 29' BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. G4 Jun 10,2020-11:01am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Legend,Gen.Notes.dwg Q KLJ 2017 R/VU RIGHT-OF-WAY R W ® KL' VARIES 55'-58' 10.00,— 16.0' 16.0' VARIES 2"(TYP.)-TYPE B 2"(TYP.)-TYPE B ASPHALT PAVEMENT EXISTING GROUND 1.00' 5.00' TOP ASPHALT PAVEMENT LOWER 4.00' LIFT LIFT VARIES VARIES ?i 0.75' 1/4" IOQ� 1.5% 1.5% 1.25' VARIES VARIES 1.00' 40% 3�% � r EXISTING GROUND 4"TOPSOIL "' z F 9"(TYP.) N w NEW 4"SIDEWALK w u 4"TOPSOIL EXISTING 0 SIDEWALK 3"-1"MINUS a CRUSHED WASHED ROCK 6"-1-1 CRUSHED BASE COURSE MIRAFI 160N NON-WOVEN COMPACTED SUBGRADE CITY OF BOZEMAN STANDARD CURB&GUTTER SEPARATION FABRIC OR 11"-3"MINUS °w APPROVED EQUAL CRUSHED SUBBASE COURSE a 0 TBC LT=fL-0.20' � TBC RT=rL-0.06' TYPICAL ROAD SECTION 1: w Q N STA 4+11.63 TO STA 8+77.94 a STA 10+52.51 TO STA 16+86.30 NO SCALE z z DRAFTED REVIEWED PROJECT NUMBER 16417103 ISSUE DATE R/vu R/W 06/2020 RIGHT-OF-WAY VARIES 55'-58' VARIES 16.0' 16.0' VARIES 2"(TYP.)-TYPE B 2"(TYP.)-TYPE B 1.00' VARIES f VARIES ASPHALT PAVEMENT IOP ASPHALT PAVEMENT LOWER FT LIFT 1/4" VARIES VARIES 0 0.75' _ VARIES VARIES ~1.25' 1.7%MIN. 1.0%MIN. VARIES VARIES y 1.00' 3.5%M 4"TOPSOIL "''"' .• � 9"(TYP.) — '^ EXISTING SIDEWALK v+ 4"TOPSOIL EXISTING Z SIDEWALK O 6"-1-1/2"MINUS Z CRUSHED BASE COURSE MIRAFI 160N NON-WOVEN COMPACTED SUBGRADE EXISTING CURB&GUTTER I}J Z SEPARATION FABRIC OR 11"-3"MINUS EXISTING BASE COURSES W F-- O APPROVED EQUAL CRUSHED SUBBASE COURSE N w U rL TBC LT= -0.20' LL 0 Z W TBC RT=rL-0.06' m 2 TYPICAL ROAD SECTION 2: STA 9+69.67 TO STA 10+52.51 LU W o N a NO SCALE N 00 V NOTES: U_ 1. FROM STATION 7+43.61 TO 8+77.94 THE CROSS SLOPE OF TYPICAL SECTION 1 WARPS TO MATCH EXISTING ASPHALT AT STATION 8+77.94. '1 2. FROM STATION 10+52.51 TO 11+47.09 THE CROSS SLOPE WARPS TO MATCH THE RECORD DRAWINGS: Q PROPOSED CROSS SLOPE OF TYPICAL SECTION 1 AT STATION 11+47.09. J U N E, 2020 W 3. THE ASPHALT BINDER SHALL BE PG 58-28. THESE DRAWINGS WERE a 4. SEEDING AREA SHALL CONSIST OF AREA BETWEEN THE TOP BACK OF CURB AND THE PREPARED FROM INFORMATION FRONT OF THE SIDEWALK,THE AREA BETWEEN THE HANDICAP ACCESSIBILITY RAMPS AT PROVIDED BY THE CONTRACTOR THE CURB RETURNS,ANY SLOPES CREATED FROM THE TOP BACK OF CURB TO THE AND THE CITY OF BOZEMAN FOR Q EXISTING GROUND CATCH POINT,AND OTHER DISTURBED AREAS SPECIFIED BY THE ENGINEER. PREPARATION OF RECORD W DRAWINGS. INFORMATION HAS 5. 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, 6. STREET MAY NOT BE CENTERED IN RIGHT-OF-WAY. REMOVE, REPLACE,ETC.)HAVE 7. CONTRACTOR SHALL OVERLAP NON-WOVEN SEPARATION FABRIC ABOVE THE-1-1/2" BEEN COMPLETED&SHOULD BE SHEET CRUSHED BASE COURSE BEHIND THE BACK OF CURB. CONSIDERED IN PAST TENSE. G5 Jun 10,2020-11:02am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\TYP SECTIONS.dwg ©KL] 2017 ROADWAY CENTERLINE 8.00'(MAX.)SEE PLANS MILL EX.ASPHALT TO A 8.00'(MAX.)SEE PLANS — T�<VKLTRAFFIC LANE TRAFFIC LANE 2"(TYP.)-TYPE B DEPTH OF 2"MIN.MILLED ASPHALT PAVEMENT TOP ASPHALT SHALL BE (^C^) LIFT PG 58-28 OVERLAID WITH SPECIFIED VARIES I ..I 2"(TYP.)-TYPE B ASPHALT MIX TO MATCH EX. SEE PLANS�I I ASPHALT PAVEMENT LOWER GRADES&CROSS SLOPES a I I LIFT PG 58-28 4 (TYP.)-TYPE B � MANHOLE ACCESS AND STEPS ASPHALT PAVEMENT TOP NEW PVC STORM I I ALIGNED TO BE OFFSET FROM 6"-1-1/2"MINUS LIFT PG 58-28 > DRAIN LATERAL L s— PIPES IN MANHOLE AND TO CRUSHED BASE COURSE (TYP.) °y 8"MIN.M 4000 { \>\ AVOID VEHICLE WHEEL PATHS. 11"-3"MINUS SAWCUT(TYP.) CONCRETE OR SAWCUT(TYP.) g —N \ACRUSHED BASE COURSE FLOWABLE FILL 3 NEW PVC STORM i w a DRAIN TRUNK LINE I I CENTER OF MANHOLE TO BE - (TYP.) I I ALIGNED WITH STATIONS AND OFFSETS GIVEN ON STORM N DRAIN PLAN AND PROFILE SHEETS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w 9"(MIN.) _ 9"(MIN.) 9"(MIN.) _ 9"(MIN.) o w TYPICAL STORM MANHOLE ALIGNMENT BEDDING AND — NEW SANITARY SEWER — BACKFILL PER PIPE BEDDING AND NEW SANITARY SEWER SCALE:NOT TO SCALE MPWSS BACKFILL PER — PIPE w MPWSS + ¢ N 0 ROADWAY CENTERLINEul n a n n n a n n d TRAFFIC LANE TRAFFIC LANE ulD, D, D D, D, D, D,' D, D D D, D z (^r^) i u i i Xii i i i u ii ii n M D L r I VARIES �{I R I I� SEE PLANS I TSS I MANHOLE ACCESS AND STEPS I I I PEACH STREET SURFACING REPAIR DETAIL (SS ONLY) PEACH STREET SURFACING REPAIR AT WALLACE AVE. PROJEOINIMBER ALIGNED TO BE OFFSET FROM I II NEW PVC SAN. SCALE:NOT TO SCALE SCALE:NOT TO SCALE 16417103 ISSUE DATE PIPES IN MANHOLE AND TO y_ `* I SEWER TRUNK 06/2020 AVOID VEHICLE WHEEL PATHS. /r \ LINE(TYP.) 20.00'(MAX.)SEE PLANS H — < 2"(TYP.)-TYPE B —— — L9 ————— ASPHALT PAVEMENT TOP \\ LIFT PG 58-28 2"(TYP.)-TYPE B CENTER OF MANHOLE TO BE - NEW PVC SAN.SEWER ASPHALT PAVEMENT LOWER Z ALIGNED WITH STATIONS AND I I TRUNK LINE(TYP.) LIFT PG 58-28 OFFSETS GIVEN ON SAN.SEWER I I 6"-1-1/2"MINUS PLAN AND PROFILE SHEETS I I CRUSHED BASE COURSE N t V It—j ill,-3"MINUS SAWCUT(TYP.) J CRUSHED BASE COURSE ND I.f LU TYPICAL SEWER MANHOLE ALIGNMENT F- SCALE:NOT TO SCALE (1) Z O o V Z LU 9"(MIN.) 9"(MIN.) LU O BEDDING AND BACKFILL PER + m Q N MPWSS BEDDING AND LULI_ LU BACKFILL PER NEW STORM DRAIN PIPE W Q N Z 6"(MIN.) MPWSS �/ m_U ENCASE WATER MAIN IN A NEW SANITARY SEWER + LU MINIMUM OF SIX INCHES OF o PIPE FLOWABLE FILL FOR A 2 LU MINIMUM OF 10 FEET EACH T('M'I . N SIDE OF THE UTILITY V RECORD DRAWINGS: CROSSING WHICH DOES PEACH STREET SURFACING REPAIR DETAIL (SS PARALLEL STM) Q Q NOT MEET MIN.ALLOWABLE JUNE, 2020 UJ VERTICAL CLEARANCE. SCALE:NOT TO SCALE a THESE DRAWINGS WERE Z PREPARED FROM INFORMATION N EX.WATER MAIN PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR Q NOTE: PREPARATION OF RECORD W ALL WATER MAIN CROSSINGS OF BOTH SANITARY SEWER AND STORM DRAIN DRAWINGS. INFORMATION HAS WHICH ARE DISCOVERED TO NOT MEET THE MIN.VERTICAL CLEARANCE OF NOT ALL BEEN VERIFIED BY KLJ. 18"SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION FOR CONFLICT RESOLUTION ALL INSTRUCTIONS (I.E. INSTALL, EXISTING WATER MAIN ENCASEMENT REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE sHeer SCALE:NOT TO SCALE CONSIDERED IN PAST TENSE. G6 Jun 10,2020-11:04am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Peach—Details(2).dwg ©KLJ 2017 PAVEMENT PER PLAN <,r ASPHALT CONCRETE PAVEMENT 2.0' PER PLAN BASE COURSE PER PLAN EXISTING ROAD PER J COLD-MILLED SUBBASE COURSE PER PLAN PLAN BUTT JOINT EXISTING AC O O O O O O O O O O O O O O Q o O O O O O O 7 m EXISTING BASE o a APPLY TACK PRIOR TO CRUSHED BASE COURSE PER w PAVING PLAN a z 0 COLD-MILLED BUTT JOINT 3"MlNus SUBBASE COURSE 0 SCALE:NOT TO SCALE SEE TENSAR TX 5 GEOGRID ON SEE w NOTE MIRAFI 160N NON-WOVEN FABRIC NOTE o 1 OR APPROVED EQUALS. LIMITS OF UNSUITABLE SUBGRADE ND (WIDTH VARIES)PAY LIMITSPAVEMENT SECTION PER DETAIL SHOWN NOTES:ON PLAN SHEET G6 -To-( 1. GRID&FABRIC SHALL BE PLACED 10'BEYOND THE LIMITS UNSUITABLE SUBGRADE. REVIEWED _ _ 2. MIRAFI RS5801 MAY BE SUBSTITUTED FOR GEOGRID AND NON-WOVEN FABRIC. TSS _ COMPACTED _ _ I I _ _ COMPACTED PROJECT NUMBER III BACKFILL MATERIAL —III—III I I III III BACKFILL MATERIAL III III—III 3. CONTRACTOR SHALL USE A SMOOTH BUCKET BACKHOE OR EXCAVATOR 16417103 WORKING FROM THE EXISTING PAVEMENT SURFACE OR SOLID SUBGRADE.AFTER ME DATE EXISTING UNSUITABLE MATERIAL HAS BEEN REMOVED,PLACE GEOSYNTHETICS 06/2020 COB TYPE I PIPE I I YPE 1 PIPE ACCORDING TO THE CONSTRUCTION DETAIL AND IN ACCORDANCE WITH BEDDING MATERIAL III ING MATERIAL MANUFACTURER'S RECOMMENDATIONS.THEN PLACE SUB-BASE COURSE IN PLACED TO V ABOVE — _ ED TO V ABOVE MINIMUM TEN(10)INCH AND MAXIMUM TWELVE(12)INCH LIFTS.PLACE SUB-BASE STORM DRAIN PIPE I M DRAIN PIPE BY END DUMPING METHODS.RUBBER-TIRED CONSTRUCTION EQUIPMENT WILL AND AROUND PIPE I NOT BE ALLOWED ON THE WET CLAY SUBGRADE.CRUSHED BASE AND PAVEMENT SURFACING CAN THEN BE PLACED.ADVANCE ACROSS THE GEOSYNTHETICS AND OKANDAROUNDPIPE — COMPACT TO A MINIMUM OF 95 PERCENT OF ITS STANDARD PROCTOR DENSITY. _z IE III COBTYPE1 GEOTEXTILE SUBGRADE STABILIZATION. GEOTEXTILE - PIPE BEDDING � I I I ; 18"MIN.(TYPJ—III—III SEPARATION FABRIC — MATERIAL(TYPJ _iv III—III=III= SCALE:NOT TO SCALE SEPARATION FABRIC III—III—III—I — _ I—I Ia I I - -I I III—III—I I I —_ II—I I= —III—III III—I Co co UNDISTURBED EARTH III—III—III—III—III o �— — — — — oII—III =III—III— —III z a III—III III—III—III— III — III—III—II III—I O —III—III—III—III—III— H4.10• 12„ —III—III—III III—III 4 c� Q W 1=III=III=III=III=III 1 1 1 l l 1=III=III=III— 1=III=III=1 ;III 1=III=1 q„ o Z SPREAD FOOTING 4 W 00 m W DIMENSION PER N Z MANUFACTURER W Q (THICKNESS TO ELEVATION VIEW UNDISTURBED EARTH `� CoJ MATCH PRECAST m I r U W BOTTOM) U) V NOTES: 0 2 C 1. GROUNDWATER MAYBE ENCOUNTERED DURING EXCAVATION FOR THE STRUCTURE.CONTRACTOR SHALL IMPLEMENT GROUNDWATER CONTROL MEASURES,AS NECESSARY,AND THEY SHALL OPERATE I RECORD DRAWINGS: Q CONTINUOUSLY DURING INSTALLATION OF SEPARATOR STRUCTURE UNTIL FINAL SUBGRADE IS ESTABLISHED AND COMPACTED. JUNE, 2020 W 2. CONTRACTOR SHALL PLACE A COMPACTED MAT OF TYPE 1 BEDDING STONE AS DETAILED ABOVE,AND ALL THESE DRAWINGS WERE a STONE,INCLUDING MATERIAL DETAILED FOR INITIAL BACKFILL SHALL BE COMPLETELY WRAPPED IN PREPARED FROM INFORMATION GEOTEXTILE SEPARATION FABRIC WITH 12"(MIN.)OVERLAPS SECURELY STAPLED. PROVIDED BY THE CONTRACTOR � 3. GEOTEXTILE SEPARATION FABRIC SHALL BE MIRAFI 160N OR APPROVED EQUAL. ^ 3'-4" AND THE CITY OF BOZEMAN FOR Q CENTER PREPARATION OF RECORD W 4. GROUNDWATER LEVELS IN EXCAVATION AREA SHALL BE MAINTAINED 3 FEET(MIN.)BELOW EXCAVATED OF LANE BOTTOM. DRAWINGS. INFORMATION HAS NOT ALL BEEN VERIFIED BY KLJ. 5. BACKFILL DETAIL SHALL BE MIRRORED AND THE EXTENTS SHALL BE EXTENDED TO ALL FOUR SIDES OF THE ALL INSTRUCTIONS (I.E. INSTALL, EXCAVATION. SHARROW SYMBOL REMOVE, REPLACE, ETC.)HAVE HYDRODYNAMIC SEPARATOR BEDDING DETAIL SCALE:NOT TO SCALE BEEN COMPLETED&SHOULD BE SHEET SCALE:NOT TO SCALE CONSIDERED IN PAST TENSE. G7 Jun 10,2020-11:06am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Misc Detail.dwg @ KLJ 2017 I NOTES: KLI F. LU N I 1. REMOVAL OF EXISTING CURB BOXES AND SERVICE LINES SHALL I Z BE INCIDENTAL TO THE COST OF _ _ _ I�'•I ; I THE NEW WATER SERVICE LINE CONNECTION.= L... 2. REMOVAL OF EXISTING SANITARY l I I I I II REMOVE 38 LF EX.GAS MAIN SEWER SERVICES SHALL BE FILL&ABANDON REMOVE EX.SAN. REMOVE EX.SSMH I - EX.SAN.SEWER MAIN REMOVED IN PLACE 45±LF L n INCIDENTAL TO THE COST OF THE _SWR CLEANOUT L _ — J _ J -'I = REMOVE EX.SSMH r i s NEW SEWER SERVICE LINE. EX.STORM DRAIN REMOVE 139 LF V REMOVE EX. Z, EX.STORM D74 L _ �_ _ — LANDSCAPE BRICK M Z — f — — _ _ _ _ _ �'L* 3. THE CONTRACTOR SHALL SALVAGE '���//��Q�(yy �° THE FOLLOWING EXISTING ITEMS: o E(o) o D : ALL MANHOLE LIDS AND CASTINGS, ° © Q + ALL INLET FRAMES AND GRATES, SIGNS,AND FIRE HYDRANTS.ITEMS r-- r O. SHALL BE RETURNED TO THE OWNER.THE OWNER WILL DETERMINE THE LOCATION. S�- / / E. PEACH STREET Y 4. CONTRACTOR SHALL COORDINATE e �G c CG C G +-+-�1 c +-+c�--1---1 C o c - - WORK WITH IIION WORK. UTILITY .ECW_ ) — a�-l0)— E(0 E Ito E 0 _ _ 0 .•� .: E(� EO ) 5. ALL EXISTING TREES SHALL REMAIN o RELOCATED �! IN PLACE.CONTRACTOR SHALL GAS MAIN RELOCATE EX. REMOVE 303 LF ROOT CUT TREES PRIOR TO REMOVE EX.SAN. REMOVE EX.STMH POWER POLE EX.SAN.SEWER MAIN z E of of SWR SRVC(TYP.) REMOVE 202 LF REMOVE 38 LF (BY OTHERS) EX.GAS MAIN EXCAVATION PER THE PROJECT EX.SAN.SEWER MAIN EX.STORM DRAIN I REMOVED MANUAL. DRMPTED BEV REMOVE EX.STORM REMOVE EX.STORM 6. UTILITY MAINS TO BE ABANDONED REVIEWED DRAIN INLET DRAIN INLET IN PLACE SHALL BE PLUGGED AT TSS REMOVE 50 LF BOTH ENDS AND FILLED WITH PROJECT NUMBER EX.STORM DRAIN FLOWABLE FILL MEETING THE 16417103 REMOVE 38 LF ' ' ' ' ' ' ' ' REQUIREMENTS OF MPWSS ISSUE DnTE I EX.SAN.SEWER MAIN SECTION 02225. 06/2020 I ZCD 0 U o LEGEND z REMOVAL/ H o EXISTING ITEM ABANDON Q w WATER MAIN • O H la FIRE HYDRANT t7 z N ® GATE VALVE 2 N W < E J B SANITARY SEWER MAIN s LU Z 0 0 SANITARY MANHOLE O m Q sT STORM SEWER MAIN O N Lu W Lu sr STORM SEWER MANHOLE © W H m 1 CURB INLET 2a o ze eo ® v N CONCRETE DRIVEWAY SCALE FEET O CONCRETE SIDEWALK = H ——— — — — CONCRETE CURB&GUTTER C) -- - RECORD DRAWINGS: Q Z EDGE OF ASPHALT SURFACE JUNE, 2020 W O EDGE OF GRAVEL SURFACE V 0 r BITUMINOUS/CONCRETE SURFACE THESE DRAWINGS WERE a Z L i J A O INFORMATION MILLED BITUMINOUS SURFACE PROVIDED BY THE CONTRACTOR N lb GRAVEL SURFACE 0 AND THE CITY OF BOZEMAN FOR X CHAIN LINK FENCE PREPARATION OF RECORD W W DRAWINGS. INFORMATION HAS e WOOD FENCE NOT ALL BEEN VERIFIED BY KLJ. x BARB WIRE FENCE ALL INSTRUCTIONS (I.E. INSTALL, TREES CONIFEROUS/DECIDUOUS REMOVE, REPLACE, ETC.)HAVE BUSH BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. R1 Jun 08,2020-1:39pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Removals.dwg ©KLJ 2017 — — — _ 17 I v III III ( { — — I NOTES: /KL alll W III l — — — 1. REMOVAL OF EXISTING CURB BOXES AND SERVICE LINES SHALL R _ 3y I III W III I" I _ _ _ 3 THE NEW WATER SERVICE LINE F 3 r CONNECTION. I I hao III a IIIo�•� I I I � I I I I o I W 2. REMOVAL OF EXISTING SANITARY SEWER SERVICES SHALL BE v~ INCIDENTAL TO THE COST OF THE 1 III J q ABANDONED I Di NEW SEWER SERVICE LINE. i iJ1::i:i I I 96 SYMILL+/ I 4"WATER MAIN t7: o EX.ASPHALT SUFRACE RELOCATE EX. I I l I EX.WATER MAIN ri 3. THE CONTRACTOR SHALL SALVAGE III POWER POLE FILL&ABANDON IN PLACE (MIN.2"DEPTH) REMOVED THE FOLLOWING EXISTING ITEMS: z — _ 74 LF EX.SAN.SWR MAIN I'I III o I I (BY OTHERS) I I Z; o a Z I w REMOVE 3 EX. fll: ALL MANHOLE LIDS AND CASTINGS, ; w III fl II I I � BOLLARDS : ALL INLET FRAMES AND GRATES, w o SIGNS AND FIRE HYDRANTS.ITEMS N L _ D: SHALL,BE RETURNED TO THE� 1 z e 9• — 41.: OWNER.THE OWNER WILL o DETERMINE THE LOCATION. w w Fro w ^" Ir W W W W w W w w W W w W W W�w 4. CONTRACTOR SHALL COORDINATE + _ _ _ S _ + _ _ _ _11 _ S �� WORK WITH PRIVATE UTILITY a er° 3 E. PEACH STREET 3 3 3 Fro — — RELOCATION WORK. w T-8 3 5. ALL EXISTING TREES SHALL REMAIN a �00 ., —. _ ), E(°) ,G E(o) — Q. E(o) — E( E T IN PLACE.CONTRACTOR SHALL v — o �¢ ROOT CUT TREES PRIOR TO EXCAVATION PER THE PROJECT i RELOCATED REMOVE EX.SAN. MANUAL. DRAFTED GAS SERVICE III I I REMOVE EX.SSMH BEV SWR SRVC(TYP.) REMOVE 460 LF 6. UTILITY MAINS TO BE ABANDONED REVIEWED U i-j 3 III EX.SAN.SEWER MAIN 3 IN PLACE SHALL BE PLUGGED AT SWF Q alll BOTH ENDS AND FILLED WITH PROJECT NUMBER < {al w REMOVE 58 LF FLOWABLE FILL MEETING 16417103 III EX.SAN.SEWER MAIN REQUIREMENTS OF MPWSS ISSUE DATE Aal o III N III AI SECTION 02225. 06/2020 ABANDONED 3 3 -7 I• 'III III j.,all 4"WATER MAIN O O O t U LEGEND DCD REMOVAL/ 00 EXISTING ITEM ABANDON W Q w WATER MAIN • Z N la FIRE HYDRANT t7 O y ® GATE VALVE 2 N WN < F B SANITARY SEWER MAIN s LPL UJ Z 0 0 SANITARY MANHOLE OS 000 Q W sT STORM SEWER MAIN W O LU 06 sT STORM SEWER MANHOLE © } O 11 CURB INLET ® ze o ze ao U m Z — CONCRETE DRIVEWAY SCALE FEET O (— CONCRETE SIDEWALK = F3 CONCRETE CURB&GUTTER U RECORD DRAWINGS: Q O EDGE OF ASPHALT SURFACE JUNE, 2020 W v EDGE OF GRAVEL SURFACE a Z THESE DRAWINGS WERE i; BITUMINOUS/CONCRETE SURFACE 0 PREPARED FROM INFORMATION MILLED BITUMINOUS SURFACE PROVIDED BY THE CONTRACTOR N b GRAVEL SURFACE 0 AND THE CITY OF BOZEMAN FOR W W e CHAIN LINK FENCE PREPARATION OF RECORD DRAWINGS. INFORMATION HAS e WOOD FENCE NOT ALL BEEN VERIFIED BY KLJ. x BARB WIRE FENCE ALL INSTRUCTIONS (I.E. INSTALL, TREES CONIFEROUS/DECIDUOUS REMOVE, REPLACE,ETC.)HAVE BUSH BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. R2 Jun 08,2020-1:41 pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Removals.dwg (D KLJ 2017 / NOTES: KLI J / 1. REMOVAL OF EXISTING CURB / BOXES AND SERVICE LINES SHALL / BE INCIDENTAL TO THE COST OF THE NEW WATER SERVICE LINE C \ / CONNECTION. / 2. REMOVAL OF EXISTING SANITARY \ / SEWER SERVICES SHALL BE REMOVE EX.FH INCIDENTAL TO THE COST OF THE REMOVE EX. J NEW SEWER SERVICE LINE. REMOVE EX.SAN. FILL&ABANDON IN PLACE WATER VALVE SWR SRVC(TYP.) 249 LF EX.WATER MAIN 3. THE CONTRACTOR SHALL SALVAGE THE FOLLOWING EXISTING ITEMS: z EX.WATER MAIN REMOVE 2 EX. ALL MANHOLE LIDS AND CASTINGS, o REMOVED c _ BOLLARDS o ALL INLET FRAMES AND GRATES, SIGNS,AND FIRE HYDRANTS.ITEMS SHALL BE RETURNED TO THE OWNER.THE OWNER WILL w W. w w w w DETERMINE THE LOCATION. -14 00---S - +00 - - - -16+ 0 _ w -rTr-1w - w - 17— +0 b 6 s, w WORK WITH PRIVATE UTILITY 4. CONTRACTOR SHALL COORDINATE E. PEACH STREET p RELOCATION WORK. (o E(o) E p _ 5. ALL EXISTING TREES SHALL REMAIN o E() IN PLACE.CONTRACTOR SHALL j RELOCATE EX. a Lr E(� ROOT CUT TREES PRIOR TO LU TELEPHONE PEDESTAL sN EXCAVATION PER THE PROJECT z Z_,,, (BY OTHERS) REMOVE 362 LF MANUAL. RELOCATE EX. EX.SAN.SEWER MAIN ;DM�ED -_ POWER POLE REVIEWED REMOVE EX. SWF cQ (BY OTHERS) WATER SRVC(TYP.) C / PROJECT NUMBER 16417103 ISSUE DATE 06/2020 / Z O O T 1 LEGEND T EXISTING ITEM ABANDON V) w WATER MAIN • Z N la FIRE HYDRANT t7 V Z J ® GATE VALVE 2 N W < F- ; s SANITARY SEWER MAIN s W 0 SANITARY MANHOLE O m Q LU ST STORM SEWER MAIN W O LU sT STORM SEWER MANHOLE © >. O 1 CURB INLET ® 2aBI�o 25 ,o U m Z CONCRETE DRIVEWAY SCALE FEET p CONCRETE SIDEWALK = ~ -- - - - CONCRETE CURB&GUTTER Q Z ——— — RECORD DRAWINGS: p EDGE OF ASPHALT SURFACE EDGE OF GRAVEL SURFACE JUNE, 2020 W v 0 r BITUMINOUS/CONCRETE SURFACE THESE DRAWINGS WERE a z PREPARED FROM INFORMATION H MILLED BITUMINOUS SURFACE PROVIDED BY THE CONTRACTOR N b GRAVEL SURFACE 0 AND THE CITY OF BOZEMAN FOR W W X CHAIN LINK FENCE PREPARATION OF RECORD DRAWINGS. INFORMATION HAS e WOOD FENCE NOT ALL BEEN VERIFIED BY KLJ. x BARB WIRE FENCE ALL INSTRUCTIONS (I.E. INSTALL, TREES CONIFEROUS/DECIDUOUS REMOVE, REPLACE, ETC.)HAVE BUSH BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. R3 Jun 08,2020-1:43pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Removals.dwg ©KLJ 2017 n LU I I NOTES: \�KLI I^^. � I I 1. CONTRACTOR SHALL VERIFY z LOCATION OF EXISTING GAS LINE AND W I ADJUSTF NECESSARY.CONTRACTOR LA — — — — — — — STA 8+34,3'L I SHALL COORDINATE ADJUSTMENTS — — a �j LTCONNECT TO EX.SEWER SERVICEI REPAIR, I WITHIN ROWWITH THE UTILITY COMPANY. SHEETG�6STA 3+27,17'L I EWPVC AN. STA 7+58,3'L 2. PAVEMENT REPAIR/PATCHES CONNECT TO EX.SEWER SERVICE I_:IER TO EX.10" CONNECT TO EX.SEWER SERVICE NECESSARY FOR UTILITY WITH CLEANOUT — J I Y SAN.SENVER, STA 6+61,5'L WITHIN ROW EXTENSIONS OUTSIDE OF STREET NOTE 3 CONNECT TO EX.SEWER SERVICE433 SY ASPHALT WITHIN ROWRECONSTRUCTION LIMITS WILL BE AVEMENT REPAIR, PAID BASED ON AREA SPECIFIED ON SEE DETAIL SHEET G6 Z 10" --_---- THE PLANS.ADDITIONAL AREA Z SAN. --- -- --------- O ER @±0.48% - ° _______= N A --------r —.: CONTRACTOR'S EXPENSE. __ zjt _ _ W w - S 3+00 6 4100 eo 3. TIE EX.PVC SANITARY SEWER TO _ _ _ 6+00 7+00 S S » >> > >T- 5+ EE Ef EE EE EE 8+E� - NEW PVC SANITARY SEWER WITH PVC g EE COUPLING.TIE EX.CLAY SANITARY U) E. PEACH STREET SEWER TO NEW PVC SANITARY o w SEWER WITH FERNCO STRONG BACK a —.E( T, G F o) �o) —E(o ^E« _ _ e� moo) COUPLING OR EQUAL.TIE NEW PVC — -E SANITARY SEWER INTO EX MANHOLEw o EX.GAS LINE 40 LF 10" WITH ALOK G3 BOOT SYSTEM OR o CONFLICT, PVC SAN. 4"PVC SEWER SERVICE SEE NOTE 1 I SEWER @±0.97% REPLACEMENT(TYP.) EQUAL. TIE NEW PVC SAN. z � of x SEWER TO EX.10" CLAY SAN.SEWER, PRIVATE UTILITY/SERVICE DRAFTED SEE NOTE 3 CONFLICTS: MDL REVIEWED TIE NEW PVC SAN.SEWER LOCATIONS ARE APPROXIMATE TSS TO EX.8"PVC SAN. AND DEPTHS ARE UNKNOWN PROJECT NUMBER SEWER,SEE NOTE 3 16417103 STA 2+87,24'R CONNECT TO I GAS MAIN © ISSUE- 06/2020 EX.SEWER SERVICE WITH CLEANOUT ELECTRICAL Q TELECOM/FIBER OT I CABLE WATER SERVICE ® Z SEWER SERVICE Q O CD 4775 EAST PEACH STREET 4775 WATER MAIN ® V a+o SEWER MAIN ® I,- ti ......................................................................................................................................................................................................................................................................................................................................................:....................................................... .. 4770 4770 N ....... ..... ....... ....... ....... ............. .............. ............ ............. ............. ............. .. a ......................................:......................................:......................................:......................................:................... ....................................... FINISHED GR UND ""' .."' """ .."' """ EXISTING'GROUND + + Z N ..........................................................................................................................................................................PROPOSEI].................................................................................................................................................................. ... TA..7..90.TO.8...46.IR.sT LL.4"..................................... _....................................................................................................................................................:.....................STORM.DRAIN.............................................................................................................................................................EX R.UDED.POLY.STYRENE IGID.................................... O W 4765 4765 I 1 z J_ V Q _..................................i......................................i......................................i......................................i.....................................i..--..___......................:......................................i......................................i......................................i................. .............. .............. .......... .............. .. LL _..................................i.....................................T....._.......,...—............:...................... .............. — —....,,,,... _..._... .............. .......... .............. .. W tv W O ........ ....-...........�G........:......................................?........................................................................?...................................................................... ....'................. .............. .............. .............. .............. .............. .............. .......... IL N z IL......................................:................................:...................................................................:......................................:..........................................................................:......................................:......................................:.................................................... 4760 4760 W m .................................:.... ...................:...................I...................:................... ... I ...............:......................................:................. ...... .............. .............. .............. .............................................................................. ............ .............. ....1.... ... ...lam.i.. .... .... ll::"JJJJ-- .. .... .... 153 LF 8"PVC SAN.SEWER @ 0.53% LL W O Z .. C @ .. N N 4755 ........ _.:.:.........._.._... ....._L_. ..._..__.., _ ___... ........ .......L... .........�I ....... __. .. .. ........... .... .... ..... ... ... 4755 25 0 25 50 — m d 377 LF 8 PVC SAN SEWER 040 0 . ._ .... Lfi H i I U ............................................................................................................................ «. ........................................................................................: ........... ............... SCALE FEET 18 MIN. ................................... . ..............................................................................MH SS-101 ....................................................................................................................................... .............. .............. .............. MH SS-102 ...... W .................................MH SS-100 STA 4+72.99,0.00 STA 8+50.00,0.00 R STA 3+20.50,4.00 R RIM 4763.74 .............. RIM 4762.02 ... 4750 ...................................RIM 4762.26 ...........................................................................8„INV IN 4755.20(W) .............................................................................. ........... 8„INV OUT 4756.81(yy) ..... W 4750 U f� 8"INV IN 4756.21(S) 8"INV IN 4755.30(E) 8"INV IN 4756.21 .............. .............. 10"INV IN 4755.30 S .............. ............................................................................................................................................................ RECORD DRAWINGS: Q ........ ......... (W) ... .............. .............. .............. ( ) .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. JUNE, 2020 W 8"INV OUT 4756.01 E 10"INV OUT 4755.10 N .............................................................................................................................................................................................................................................................................................€................ ............. ............. ....................................... .. THESE DRAWINGS WERE 4745 4745 H PREPARED FROM INFORMATION 34 LF 8"PVC AN.SEWER 0.40% a .................................................................................................................................................................................................................................................... .............. .............. .............. .............. .............. .. PROVIDED BY THE ONTRACTOR C N - - - - - - - - - - - - - - - - - - - AND THE CITY OF BOZEMAN FOR Q .....................:.......................................................................................................................................................................................................................... .......... .............. .............. .............. .............. .. 4740 MH SS-100A ............:.................................................................................... ..... ..... ..:... .. 4740 PREPARATION OF RECORDLU STA 2+86.41 4.29 R ........................: ........... .. DRAWINGS. INFORMATION HAS RIM 4762.02, 8"INV OUT 4756.35E NOT ALL BEEN VERIFIED BY KLJ. .... ..... ...... .........................................................................................................................( )............................................................................................................................................................................ ALL INSTRUCTIONS I.E. INSTALL, ......................................:......................................:......................................:............................................................................:......................................:......................................:......................................:........ ........................................ 4735 4735 REMOVE, REPLACE, ETC.)HAVE ry a co m a s co co r r co a a m ry o c> rn N m a rn co rn r " a co a s �? °1 c.11.. BEEN COMPLETED&SHOULD BE SHEET fN 16 M fM M fM M fM M fM M Co N fM N t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 t0 Ill tN0 t0 t0 t0 t0 � � as 41a411 CONSIDERED IN PAST TENSE. SS1 2+75 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+508+60 Jun 10,2020-9:00am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Peach_SEWER PLAN&PROFILE(3).dwg Q KLJ 2017 I°I aIII = III P. 1 NOTES: I — — _ _ _ _ _ STA 11+47,26'L / �� III Z — —I 1. CONTRACTOR SHALL VERIFY `�� III I WITHIN ROW CONNECT TO EX.SEWER SERVICE LOCATION OF EXISTING GAS LINE AND III 3 Q III _ I ADJUST IF NECESSARY.CONTRACTOR s III W o I,. 1 I I 4"PVC SEWER SE VICE = SHALL COORDINATE ADJUSTMENTS U� III w REPLACEMENT(TY�J Z WITH THE UTILITY COMPANY. J III I STA 12+13,5'L I W 2. PAVEMENT REPAIR/PATCHES J STA 10+26,2'L I I `I 1 III CONNECT TO EX.SEWER SERVICE - Q D;::::: NECESSARY FOR UTILITY I v 3 Q III I 38 SY CONCRETE CONNECT TO EX.SEWER SERVICE I I I WITHIN ROW �i:i::: EXTENSIONS OUTSIDE OF STREET II F I III � N ,I AVEMENT PATCH, WITHIN ROW Q =: . . RECONSTRUCTION LIMITS WILL BE p III I STA 13+38,26'L —JJI r SEE DETAIL SHEET G6 PAID BASED ON AREA SPECIFIED ON I III Z o I J Z' THE PLANS.ADDITIONAL AREA NEW SEWER SERVICE WITHIN ROW = Z Ill:;:::: co;...,i NEEDED FOR CONTRACTOR'S z n L CONVENIENCE SHALL BE AT ` — J - z D: : : CONTRACTOR'S EXPENSE. w w w NEW PVC SANITARY SEWER WITH PVC w PH-S�I� w w �o w w o w w Yw COUPLING.TIE EX.CLAY SANITARY 9+ 0' _ a? > 3 + � � >l�� � +00 � � �� _1 00 _ J, �_ _1 00 � _ _ _14 00 SEWER TO NEW PVC SANITARY SEWER WITH FERNCO STRONG BACK F(o� 8 0' 429, i 3 3 F( 3 > > COUPLING OR EQUAL.TIE NEW PVC 3 SANITARY SEWER INTO EX.MANHOLE E(o) G E(o) _ E(o) G01 F EO WITH ALOK G3 BOOT SYSTEM OR — E E(o) o) E(o) E(o) E( EQUAL. o r III N III EX.GAS LINE STA 12+20,1s'R CONFLICT, n PRIVATE UTILITY/SERVICE o STA 10+01,2'R NEW SEWER SERVICE SEE NOTE 1 60 LF 8" n CONFLICTS: Z III CONNECT TO EX.SEWER SERVICE WITHIN ROW PVC SAN. Dftg E° J a 5'SOUTH OF BACK OF CURB II STA 12+25,4'R SEWER @±1.72% LOCATIONS ARE APPROXIMATE MDL w CORE&CONNECT NEW CONNECT TO EX.SEWER SERVICE STA 13+87,38'R AND DEPTHS ARE UNKNOWN REVIEWED III AN.SEWER MAIN TO EX. WITHIN ROW CONNECT TO EX.SEWER SERVICE TSS o STA 11+22,18'R WITHIN ROW GAS MAIN © PROJECT NUMBER MANHOLE,SEE NOTE 3 NEW SEWER SERVICE 3 SY ASPHALT 16417103 STA 12+87,20'R PAVEMENT REPAIR, w III III WITHIN ROW ELECTRICAL Q ISSUE DATE I NEW SEWER SERVICE SEE DETAIL SHEET G6 06/2020 s III p f STA 11+32,3'R WITHIN ROW 3 TELECOM/FIBER QT CONNECT TO EX.SEWER SERVICE TIE NEW PVC SAN. III I N III WITHIN ROW SEWER TO EX. I I CABLE I,I CLAY SAN.SEWER, , III I III i SEE NOTE 3 WATER SERVICE SEWER SERVICE Q Z WATER MAIN ® O CD O 4775 EAST PEACH STREET 4775 SEWER MAIN .......................................................................................................................................................................................................................................... ........... .............................................................................. .............. .............. .................................................................................................................................................................................................................................................................................................................... ............................................................................. STORM DRAIN s0 O ............................................................................................................................................................................................................................ O 4770 ........... ....................................................................................................................... 4770 r W .............. .............. .............. .............. .............. .............. ................................................................................................................................................................................................................................... MH SS-104......... Q ............. .............. ......PROVIDE S4ND CIIS ION.......... .............. .............. ........................................ .............. ...................................................................................................................................................... STA 13+88.00,1.50 L......... ....................................................... .. ... ............................................................................................................................................................... .............. .............. .............. .............. ................................ BETWEEN SAN.SEW R& RIM 4758.69 Z .......... ............................................................................................................................................................. ....................................................................................... 8"INV IN 4749.83 W ........ 4765 ..................;.........................STORM DRAIN FINISHED GROUND ( ) .. ........STA..g+3 .TO..10+10.INSTALL.4"...................................................................... ...... ..... EXISTING.GR .UNA........................................................ 0 Z _J 8"INV N 4751.00(S) ...............................................................EXTRUD D.POLYSTIRENE.RIGI .............................................................................................................................................................................................. .............. ............ lv I- LL 8"INV OUT 4749 63(E) ........................................................;......INSULATOAI..............;....................................................................................................................................................... .............. .............. .............. ...................P.ROPO.S. ........ LU � 0 4760 ...... ....-.. .........T......-........<............................ ...... 4760 O Z ..:TOR — — — — — m .........................................................................................................................................................................................................................................:.......................................<................. — — — — ....................................................................................................................... .............. .....;.......... 231 LF 8"p .................................................<.............................................. VC SAN.SEWER LNU O N Q BT....... @1.56% .......®. I.f m r 4755 --a - - T 230 LF 8"PVC SAN SEWER SCALE FEET ............ . 4755 ............................... EX.SEWER MANHOLE ........................................................ _ _.. LU STA 9+26.65,1.88 L U ........................:.......................................:........ 4750 RIM 4761.49 _.. 50 LU EX.B"INV IN4756.70(S)....................................................................................................................EX :WATER S -__..... RECORD DRAWINGS. 8"INV OUT 4756.69(E) .............................................................................................................................................................................................................................................MAIN...........................<............................. Q ...............................................................................<.......................................................................................................MH SS-103 .... .............. .............. ............. ........ NE, 20 ...............................................................................<.......................................<.......................... ......................................................<...... JU 20 W 4745 STA 11+58.00,1.50 L 4745 Q WAB�E Fi�� THESE DRAWINGS WERE RIM 4760.01 EN.CAS.EM.ENT........................................................ PREPARED FROM INFORMATION H 8„INV IN 4753.07 .............. .............. .............. .............. .............. .............. .............. .. �) .............. .............. ............... .7 CLEARAN.CE..................................................... Z s"INV OUT4752.87(E) ( ) PROVIDED BY THE CONTRACTOR ..... .............. .............. .. .............. .............. .. ... ............. .............. .............. .............. .............. .............. Q AND THE CITY OF BOZEMAN FOR N 4740 4740 W ..................:.......................................................................................................................:.......................................:.......................................:...............................................................................:.......................................:........................................................... PREPARATION OF RECORD DRAWINGS. INFORMATION HAS ..... .............. .............. .............. .............. .............. .......... .............. .............. .............. .............. .............. ............................. ...... .............. NOT ALL BEEN VERIFIED BY KLJ. ............................................................................................................................................................................................................................. ....... .............. .............. .............. ............................ 4735 4735 (I.E.ALL INSTRUCTIONSINSTALL, �n in qM �o mm � �o ina aN a � ry � REMOVE, REPLACE, ETC.)HAVE �O tp �O �O tp �O tip �O tp �O tip CO 6 . 6 �O 6 6 . 1 iN �O N �O in �p N �O N in in in in N in N in N N r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r BEEN COMPLETED 8c SHOULD BE ts; e a e e v e e e v e e e v e v e v e v e v e v e v e v e v e v e v a v a v a v 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 CONSIDERED IN PAST TENSE. Jun 10,2020-9:47am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Peach_SEWER PLAN&PROFILE(3).dwg Q KLJ 2017 NOTES: KI W 1. CONTRACTOR SHALL VERIFY 41 I Z LOCATION OF EXISTING GAS LINE AND ADJUST IF NECESSARY.CONTRACTOR W ` / / SHALL COORDINATE ADJUSTMENTS WITH THE UTILITY COMPANY. Q -7 2. PAVEMENT REPAIR/PATCHES STA 15+06,18'L J((/ NECESSARY FOR UTILITY CONNECT TO EX.SEWER SERVICE EXTENSIONS OUTSIDE OF STREET WITHIN ROW RECONSTRUCTION LIMITS WILL BE EX.FIBER PAID BASED ON AREA SPECIFIED ON 4"PVC SEWER SERVICE ,OPTIC LINE THE PLANS.ADDITIONAL AREA REPLACEMENT(TYP.) Q z o — NEEDED FOR CONTRACTOR'S 0 CONVENIENCE SHALL BE AT =====------==0====------= :. --- CONTRACTORS EXPENSE. • . . a� CORE&CONNECT NEW SAN.SEWER w w W-----------F—W w w MAIN TO EX. 3. TIE EX.PVC SANITARY SEWER TO 14+00 _ �� _ �� _15 00 �_ _16 00 _ - 17t00 _ F 7 60 SEE NOTE 3 NEW PVC SANITARY SEWER WITH PVC = COUPLING.TIE EX.CLAY SANITARY ' > > — > > 3 > > a > - > sT w SEWER TO NEW PVC SANITARY o E. PEACH ET SEWER WITH FERNCO STRONG BACK COUPLING OR TIE.- PVC V E(0) .. E(t) E(0) a.• SANITARY EW RtINTO XNEW.MANHOLE Q WITH ALOK G3 BOOT SYSTEM OR a EQUAL. Co O09,21'R CT Eli) sj TO EX.SEWER SERVICE o STA 15+09,22'R 5'SOUTH OF BACK OF CURB z V NEW SEWER SERVICE PRIVATE UTILITY/SERVICE DR A Q WITHIN ROW MDL CONFLICTS: STA 14+64,21'R LOCATIONS ARE APPROXIMATE sTSS CONNECT TO EX.SEWER SERVICE AND DEPTHS ARE UNKNOWN PROJECT NUMBER 5'SOUTH OF BACK OF CURB 16417103 GAS MAIN © issuE DATE 06/2020 ELECTRICAL Q TELECOM/FIBER 0/ CABLE WATER SERVICE ® Z CD0 SEWER SERVICE Q to 4775 EAST PEACH STREET 4775 WATER MAIN ti ........ ......... ........ ................ U ................................................................................................................................. ........ ................................................................................................................................... SEWER MAIN ® = O ............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. .............. O 4770 4770 ...................................................................................................................................................................................................................................... .............. .............. .............. .............. '^...... ...... ...... ..... ...................................... ...................................... ......................... ...................................... ......................... .............. .............. .............. .............. .............. .............. 4765 ................................... ................. .............. ... ........I..... ... .............. 4765 O W FI.tV.I.S..HED.GR....U..N.D............;.............................................................................................................................................................>................................................................................................ TAT U Q J EXISTINGGRO(JND...................................................................................................................................................................................................................................................... l� �W/ LL .. ...... ... ..... .............. .............. .............. ..................PROPOSED;................. .............. .............. .............. .............. .............. .............. .............. .............. a/ LU _ O ..................:;......................................>.......................................>.................................... :............................................... .................................>.......................................m.................................................. 4760 STORM DRAIN 4760 m Q CL —.. _.............................................................................................................................................>................ .............. .............. ... .............. .............. —: — — W LL Wr . �!S ........................G<.......................... ....-.:..- — —..................................................................................... Q Z . ....... — — — ~ m J .......... .. 4755 — 4755 25 0 25 a0 — U IL .................;................................................................ .............,................ :......................................:.............O......................................................................... .. ......... .............. SCALE FEET .. ......................................... ........................... .........;.......................................;..............................................................................<.................. _ .................. W ...:...........................�....... O 4750 366 LF 8"PVC SAN.SEWER @ 0.40% 4750 V LU _ RECORD DRAWINGS: Q v�i ... ..... ...PROPOS D ..... ............. .............. EX.MH SS-105 .................... UNE, 2020 W 4745 ................... WATER.M..iN...............,.......................................,.......................................,.......................................,.......................................,............... STA 17+53.59,0.81 L................................... 4745 THESE DRAWINGS WERE Q RIMa7ss.a3 PREPARED FROM INFORMATION ~ 8"INV IN 4748.16(S) Ex W rER....................................................................................... PROVIDED BY THE CONTRACTOR Z EX. INV IN 4748.17(W) MAIN.. ..............;.......................................:.......................................;.......................................;.......................................;................EX.10 INV 47481 FOR U) " OUT 0(N) AND THE CITY OF BOZEMAN Q 4740 ..................:................... 4740 PREPARATION OF RECORD W ............................................................................................................................................................................................................................... .............. .............. ................................. DRAWINGS. INFORMATION HAS ............................................................................................................................:...............................................................................>........................................................ ...................... NOT ALL BEEN VERIFIED BY KLJ. ............. .............. ......................... ..... .............. ....... ................. ........... ...... ......... 4735 4735 ALL INSTRUCTIONS I.E. INSTALL C4a rs a ry a- s >� REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BEL CONSIDERED IN PAST TENSE.s � , � �; SS 314+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 00 Jun 08,2020-3:39pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Peach_SEWER PLAN&PROFILE(3).dwg (D KLJ 2017 OP - Q STA 14+88.81,31'LT \ \ ~ _ Q SERVICE REPLACEMENT FIRE HYDRANT. a _ WITHIN STA 17-16.58 w = I NEW CUROWRB STOP&BOX 18.01'LT c� - _ Z CONTRACTOR SHALL RESTRAIN 6"INV.=4748.52 ALL WATER MAIN JOINTS WITHIN 29 LF FG=4756.10 w - OF THE VALVE&PLUG AT STATION 17+18.65. BURY DEPTH=8.0' o _ L w ________ C _____________ __________. K ___cw c c O W W O W W W W w O o L \ Z 0 �:.7 00 \F 60 0 ,I a F(0 a > s —> s > s o A — — 1 E() CONTRACTOR SHALL DISCONNECT v EX.WATER MAIN FROM TEE STA 14+66.84,30'RT ECG ¢ N AND INSTALL 6"PLUG SERVICE REPLACEMENT STA 16+01.97,31'RT STA 16+75.44,32'RT sj o H STA 13+77.80 o WITHIN ROW SERVICE REPLACEMENT SERVICE REPLACEMENT y 3 WITHIN ROW 9.62'LT NEW CURB STOP&BOX WITHIN ROW NEW CURB STOP&BOX NEW CURB STOP&BOX z STA 15+11.54,31'RT PRIVATE UTILITY/SERVICE DRAFTED SERVICE REPLACEMENT CONFLICTS: BEV WITHIN ROW ill REVIEWED NEW CURB STOP&BOX LOCATIONS ARE APPROXIMATE TSS 3 3 AND DEPTHS ARE UNKNOWN PROJECT NUMBER 16417103 GAS MAIN © ISSUE DATE 06/2020 ELECTRICAL 0 TELECOM/FIBER Q CABLE WATER SERVICE ® Z SEWER SERVICE Q _O WATER MAIN CU O SEWER MAIN ® + 4770 4770 .................................................................................................................................................................................................................................................................................................................................................................................................................................................... �/� C .......................................:..............................................................................:..............................................................................:..........................................:..............................................................................:..............................................:....... C0 O .......................................:..............................................................................:..............................................................................:..............................................................................:..............................................................................:..............................................................................:....... Z + 04 .......................................:..............................................................................:..............................................................................:..............................................................................:..............................................................................:..............................................................................:...... r 4765 O 4765 ,1 ......................................................................................................................................................................................EXISTING GROUND.............................................................................................................................................................................. .................................. U Q H ...... PROFILE PROPOSED CENTERLINE.........................................................................:..............................................................................:....... N W f� .......................................:................................................................................................................................... ........................:. PROFILE ............................... .................................. ........................... .................................. .................................. .................................. .................................. O Z W 4760 m Q J ---------------•----- 4760 LL - ---•--------- W Lu O ............................ .......................................................................................................................................................................................... W N ................... .........................................................................:................ __.... ..................................................................... 1.5 LF 8"CL 51............;...... O 4.... D.I.SPOOL PIECE...........:....... 2a o z5 00 ~ m a .......................................................................................................... / - 4755 .....................................................0.....................................................................................................................8" ...:.:.:. 4755 SCALE FEET V/ U Q :... 3LF8"CL51 .......................................: D.I.WATER MAIN .............................................................................:............................... . ... ...... ... ..... ... ....... ...................... ........—......,.................................... .................................. ..J .......................................:......................................... .. .. .............................................................................:............. ....................................;.................................... RECORD DRAWINGS v................................................................................................................. Q H............ 4750 JUNE, 20204750 W � .......................................:..............................................................................:..................... .................... ........................... .............................................................................................................................................................. .................;................................................;.......... ...................................................................:..................................... ... THESE DRAWINGS WERE a ....................................................................................................................... 8"x6"TEE......... . . ..................... PREPARED FROM INFORMATION .......................................... REMOVE Ex.PLUG& Sta 17+16.65,11.88 LT ........ PROVIDED BY THE CONTRACTOR 4745 INSTALLS"x6"REDUCER............. ................ .....................................:..............................................................................:................ ....301 LF 8" D.I.WATER MAIN...:... 8"INV.=4748.43.. 8"R.J,.... 4745 AND THE CITY OF BOZEMAN FOR Q Sta 14+11,12.55 LT 8"GATE VALVE&BOX CAP PREPARATION OF RECORD W .. 8"INV.=4748.37.......................... .......8"GATE VALVE&BOX...............................................i..............................................................................i..................... Sta 17+19.73,11.88 LT................................................... .................................. .................. Sta 14+16 12.54 LT - ............................. .................................... 8„INV.=4748.43.................:....... DRAWINGS. INFORMATION HAS 8"INV.=4748.35 FG=4755.61..................:.............................................................................................. „ ...............................................;..............................................................................;..................... NOT ALL BEEN VERIFIED BY KLJ. 5 LF 8 CL 51 D.I.WATER MAIN FG=4758.10 .......................................:..............................................................................:....................................................................................................... INSTALL 8"M.J.PLUG ..............................................................................:..................... ALL INSTRUCTIONS (I.E. INSTALL, 4740 ON DEAD END SIDE 4740 m rn N N N N a > a REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE C HEET as as S ^e as as S ^e as 12+00 13+00 14+00 15+00 16+00 17+00 17+60 CONSIDERED IN PAST TENSE. W1 Jun 10,2020-9:50am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Water Design Plans.dwg ©KLJ """'N NOTES: 1. PROVIDE A EJIW 7030M5 GRATE OR ��gKL APPROVED EQUAL AT VERTICAL SAG LOCATIONS. 2. PAVEMENT REPAIR/PATCHES NECESSARY EX.OUTLET INTO BOZEMAN CREEK(TO REMAIN) n FOR UTILITY EXTENSIONS OUTSIDE OF STREET RECONSTRUCTION LIMITS WILL BE Z N PAID BASED ON AREA SPECIFIED ON THE PLANS.ADDITIONAL AREA NEEDED FOR BOZEMAN , - - - - -Ly CONTRACTOR'S CONVENIENCE SHALL BE OUTLET INTO FUTURE 15" _ _ r - _ II a I AT CONTRACTOR'S EXPENSE CREEK(N.LCJ 3. CONTRACTOR SHALL VERIFY LOCATION STA.2+70 TO STA.2+g0 EX. DI JT-105(SEE NOTE 1) OF EXISTING GAS LINE AND ADJUST IF - I N ST .6+18.00,15.0' NECESSARY.CONTRACTOR SHALL WATER LINE LOCATION = GRATE 476166 UNKNOWN,SEE NOTE 4 L - I - J �'{ V COORDINATE ADJUSTMENTS WITH THE o - J I 2 DRAIN INLET) 0 STUB OUT AND PLUG+/-22 LF - gg UTILITY COMPANY. 15"ASTM F949 PVC @ 2.05% I Z == L - �_ 4. CONTRACTOR SHALL VERIFY LOCATION 0' �� oo - - CT OF EXISTING WATER MAIN AND ADJUST IF EX.STORM DRAIN r, __ NECESSARY.CONTRACTOR SHALL ABANDONED IN PLACE E(o) ADJUSTMENTS WITH THE T T n CITY OF BOZEMAN. r '` " •' ,: - (. 5 GRATE ELEVATION SPECIFIED FOR CURB T T ' '` T INLETS EQUALS ELEVATION AT FLOW LINE w w o g w w w w 4+00 MH ST5+020 E.PEACH STREET OF GUTTER. S S » » > >� 0 E fF 6+00 E I +00 6. CONTRACTOR SHALL PROVIDE A MIN.9.6" 21 LF 12"E E OF VERTICAL SEPARATION BETWEEN a -c c < < < < - < < < < < < ASTM F949 PVC @ 0.5 E. EXIST.WATER MAIN AND STORM MAIN AND o ® ® A MIN.18"OF VERTICAL SEPARATION . ...�(o E o ...o0) - �ES.. - E(0� - - - o G _ moo) ;E.° BETWEEN EXIST.WATER MAIN AND o ` .. _ _ _ _ 3 DIMENSION Z z -c. n c E(� MH ST-1 0 - - - - - - - SANITARY SEWER.THIS MIN. 27 LF 15" REFERS TO THE OUTSIDE OF PIPE. DM, � CONNECT TO EX.STORM DRAIN HYDRO YNAMIC SEPARATOR ASTM F949 PVC @ 1.00% NEW 15"ASTM F949 PVC MH ST-103 MDL 10±LF 12"C900 DR 25 PVC (SEE DE AIL SHEET G7) &2-12"22.5°BENDS 9 LF 12" PRIVATE UTILITY/SERVICE JIEWE RSI) ASTM F949 P C @ 1.009%. NEW 15"AST F949 PVC STA.5+01,35'R CONFLICTS: PROJECT NUMBER STA.2+70 TO STA.6+20 EX. DI ST-200 I I LUGGED EXIST. 16417103 GAS LINE CONFLICT,SE MH ST-101 STA.4+55.84,36.7'R 42 LF 12" - LOCATIONS ARE APPROXIMATE NOTE 3 GRATE 4763.31 ASTM F949 PVC @ 1.00% 1 ST-201 STORM SERVICE DI ST-104(SEE NOTE 1) ss E (COMBINATION MANHOLE STA.4+97. ,38.3'R STA.6+18.00,15.0'R AND DEPTHS ARE UNKNOWN 06120 2020 15 LF 15" AND CURB INLET) GRAT 4763.54 GRATE 4761.80 GAS MAIN ASTM F949 PVC @ 1.11% 12"INV IN 4760.12(E) (STD.SQUARE STORM DRAT INLET) 15"INV OUT 4759.62(N) 12"INV OUT 47 0.54(W) (STD.SQUARE STORM DRAIN INLET)12"INV OUT 4759.55(N) ELECTRICAL E O I TELECOM/FIBER 0 4780 EAST PEACH STREET 4780 CABLE © O WATER SERVICE O ...... ....... O .............:......................................:......................................:......................................:........................MH ST-102 ..............:......................................:......................................:................. .............. .............. 0 SEWER SERVICE U ...................:......................................:......................................:......................................:......................................:............ STA 4+55.9,10.0'R 4775 RIM 4763.39 4775 WATER MAIN CD ...............................................................................................................................................................................(48"MANHOLE) ..............:................. .............. .............. .............. .............. .............. .............. O ............... .......... ............... ............... ............. 15 INV IN 4759.35(S) .............. .............. .............. .............. .............. .............. .............. SEWER MAIN N 15"INV IN 4759.00 E ............... .......... ............... ............... ............. ( ) .............. .............. .............. .............. .............. .............. .............. 15"INV OUT 4759.00 W .. ............... ............... ............... ............... ............ ( )..............:................. ..... .... ................ .............. 4770 ... ..... .... .... .... ..... .... ..... .. 4770 Z MHST-100.................................................................................................................................. ...................:................................ .0 R .............. MH ST 103 � ENCASE XIST.WATERMAIN, FINISHED GROUND STA 6+18.0,6 (/) ..... RIM 4762.11 STA 2 78.6,5.3 L SEE DET IL SHEET G6MANHOLE) V Q Ll.�EXISTIN .GRO ND....... 48"G RIM 4761.88 (SEE NOTE 6)...................................... ....... 12"INV IN 4759.46(N) W 4765 ...................i.. (48"MANHOLE)...................................!......................................!.......................................................................... .. 4765 ��// LL 15"INV IN 4756.88(S) LL N Z 12"INV OUT 4756.88(W) ... ..... .. ............ _.. _. _.. - _. N O Q 12"INV IN 4759.46 S ( ) 15"INV OUT 4759 46 W .. ... - - - - �.- -... - - - � � ..- ........� ............. ........ ........ .............. ........... ....... a G " LL 4760 .......................................................................................................................................................................i....................... __........______........... ............ .............. 4760 W ..........................:....................................:... LLI ...................... .................................... .............. ...... .............. .............. N 162 LF 15"ASTM F949 PVC @ 0.28% O Z 177 LF 15"ASTM F949 PVC @ 1.10% m Q U J 25 ° 25 5° a 4755 4755 ...................:.......... ............................MHST-101 ........... .............. .............. Z SCALE FEET T _ PROPOSED NITARY................................................... i Q STA 2+78.6,10.0'R ...... ............... .............. .............. .. ..,... _ V SEWER RECORD DR RIM 4761.89 ......................................................................................................................................................................................................:................. DRAWINGS: C7S.RE Q 4750 ................. (48"MANHOLE) ......... .......... ............... .............. .............. .............. .............. .............. .............. .............. .............. .............. ................ 4750 JUNE, 2020 W 15"INV IN 4757.05 E O 1s"INV OUT a757.os(N)..................................... THESE DRAWINGS WERE ......... ... .............. .............. .............. .............. .............. .............. .............. ...... .............. O ...........................................................................................................................................................................:................. .............. .............. .............. PREPARED FROM INFORMATION H O 10±LF 12"C900 DR 25 PVC :......................................:......................................:......................................:......................................:........................:......................................:......................:....... 4745 &2-12"22.5°BENDS 4745 PROVIDED BY THE CONTRACTOR N .EXIST.12"STORM DRAIN............................................................................................................................................................................................... .............. .............. .............. .............. .............. .............. FOR AND THE CITY OF BOZEMAN PREPARATION OF RECORD W ......................................:.........................................................................................................................................................:......................................:......................................:......................................:................. - - - - DRAWINGS. INFORMATION HAS 4740 4740 NOT ALL BEEN VERIFIED BY KLJ. m o a <o a M n .q a a m N o R rn N M a rn co rn ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE r r r r r r r r r ra a a a v a v a v a v v e v e v e v e v e v e v e 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. ST1 Jun 10,2020-9:28am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Peach_STORM PLAN&PROFILE(2).dwg (D KLJ 2017 NOTES: KLI 1. PAVEMENT REPAIR/PATCHES s NECESSARY FOR UTILITY `"` EXTENSIONS OUTSIDE OF STREET RECONSTRUCTION LIMITS WILL BE DI ST-308 I MH ST-302 / PAID BASED ON AREA SPECIFIED ON STA.13+�ODI ST 3 L - STA.16+45 OI S15 304 \ � � THE PLANS.ADDITIONAL AREA 9 LF 12" NEEDED FOR CONTRACTOR'S GRATE 4758.38 W IGRATE 4755.88 ASTM F949 PVC @ 1.00% CONVENIENCE SHALL BE AT (STD.S UARE STORM DRAIN INLET) =Z (STD.SQUARF�STORM DRAIN 12"INV OUT 4754.88(S) CONTRACTOR'S EXPENSE _W DI ST-306 INLET w/EJIW 7030Z2 GRATE) J STA.14+20.00,15.0'R 12"INV UT 4752.94(S) PVC ASTM F949 1 LF 12"1 00% =a GRATE 4758.03 EX.UNDERGROUND 2. CONTRACTOR SHALL VERIFY _ (STD.SQUARE STORM DRAIN INLET) 21 LF 12" INFILTRATION LOCATION OF EXISTING GAS LINE AND L _ _ - 12"INV OUT 4754.30(N) - - ASTM F949 PVC @ 1.00 Z BASIN% ADJUST IF NECESSARY.CONTRACTOR p c MH ST-301 ________________________ SHALL COORDINATE ADJUSTMENTS -------- -------- - > WITH THE UTILITY COMPANY w FLOW �.:......,a.. ..;�...� .. EX OVER :.�.'•:;.;..... w w w w w w w w w 3. GRATE ELEVATION SPECIFIED FOR 1 +00 E.PEACH STREET © CURB INLETS EQUALS ELEVATION AT -� _1 03t 0 _Z�__ _ _ _ �� _15 00 _ Z_ �� _16 E OUTLET_ �� _ 17+00 F 7+6 FLOW LINE OF GUTTER. Al3 I 3 3 W c . 0) E(0) c T T_.: E(0) x (0) MH ST-303 �'`^ � �1 ` " E() TIE NEW MANHOLE a nv TO EX.12"STORM DRAIN 70 DI ST-305 MT ST-300 K� 9 LF 12" NEW 15"ASTM F94 PVC 9 LF 12" STA.16+g5.00,15.0'R o ASTM F949 PVC @ 1.00% 3 AST F949 PVC @ 1.00% GRATE 4756.02 (STD.SQUARE STORM DRAIN INLET) PRIVATE UTILITY/SERVICE oRnE ED DI ST-307 12"INV OUT4752.82(N) CONFLICTS: MDL STA.13+50.00,15.0'R GRATE 4758.52 Ll NEW 15" STM F949 PVC NEW 15"ASTM F949 PVC LOCATIONS ARE APPROXIMATE RTSS h (STD.SQUARE STORM DRAIN INLET) AND DEPTHS ARE UNKNOWN PROJECTNUMBER 12"INV OUT 4754.76(N) 16417103 ISSUE OATS GAS MAIN © ELECTRICAL 06/2020 (9) TELECOM/FIBER TO CABLE WATER SERVICE ® Z 4775 EAST PEACH STREET 4775 SEWER SERVICE sQ m ..................... _. _.. _. .................... _.. .. - ....................................... ...... ....__.............................__...._.................................................... .......................:................... WATER MAIN ® ti ............. MH ST-302 ............. ....................................... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. U ........................................................................STA 14+20.0,6.0'R ...................................................... ............. ............. ............. ............. ............. ... ............. ............. SEWER MAIN 4770 4770 CD ST-303 RIM 4758.34 N I.f O STA 13 50.Q 6.0 R (48 MANHOLE) ...............RIM 4758.83 .....15"INV IN 4753.96(W) .. ............ ............. ............. ............. ............. ............. ............. ............. ..... MT ST-300.... ............. ............. ~ M ...................:................... „ ...............12"INV IN 4754.21 S ..........................................:........................................................... (48 MANHOLE) ( ) STA ...12"INV IN 4754.67(S) 15"INV OUT 4753.96(E)................................................................................................ A 17+45.0,6.0'R 4765 ................ MH ST-301.... ............. RIM 4755.98.... ............. 4765 Z Q 12"INV IN 4754.67 N ( ) STA 16 45.06.0'R 48"DOGHOUSE MANHOLE 15 INV OUT 4754.42(E) H RIM 4756.33 15"INV IN 4751.82 M/).. fn Z EXfSTING'G OUND V Q 48"MANHOLE 12"INV IN 4751.69 S 12"INV IN 4752.73 O 4760 ..............................................................................................:.......................................FINISFIED...ROUND..... ............. ............ ............. 15"INV IN475248((Vy).... NV OUT 1.6 4760 W W -: - - J �i : 12"INV IN 4752.73 N N ....................... Q5"INV UT 4752.4 (E LL ......................... ................................................ . ....................-PROPOSED.WATER....................G ........................................7. - ............ ............ ............ W W 0. 4755 .............................................................................................................MAIN..........:......................................:............................................................................:........... - 4755 W N fl ................................................. 225 LF 15"ASTM F949 PVC:71 ....... a..{. m Z ........... .................. ... ®....:.........................®............................ ................... .......... .. �..I...l.................................. 25 0 25 50 11- U ....................... .................................................:................... .:................................................ .. ........................................ .......... .................... 4750 4750 SCALE FEET a 7.."MAIN- ......................... MIN........ ................. _ . - . ............................................................................................................................................. .......................................:.................... Q.I................................. ...............................................:....................................... 00LF15"AS MF949PVC@0.66%......................:........................................ } ......... DRAWINGS:__.PROPOSEDSANITARY_____._____...........________.. RECORD DR Q 4745 ...................:......................................:.....................................:...........SEW.R................:.................................................................................................................................. 4745 JUNE, 2�20 W G ...................................................................................................................................................................................................................................................................... ............. ............. ........................................ ............. ............. THESE DRAWINGS WERE .............................................................. ......................................................................... ............. ............. ............. ............. ............. .................................................................... d 70 LF 15"ASTM F949 PVC @ 0.66% ............................................................................................................................................................................................................................................. PREPARED FROM INFORMATION H O 4740 ...................:......................................:......................................:.............................................................................:......................................:......................................:......................................:................ ............. ............. ................ 4740 PROVIDED BY THE CONTRACTOR FOR AND THE CITY OF BOZEMAN Q ............. ......................... ......................................................................... ........... ............. ............. ............. ............. ............. ............. ............. ............. ............. PREPARATION OF RECORD LIJ DRAWINGS. INFORMATION HAS 4735 ... 4735 NOT ALL BEEN VERIFIED BY KLJ. M�ry Nra �ry Nra �ry Nra ry Nra ry ra v a v Ma v a Mv e ov a v er ALL INSTRUCTIONS (I.E. INSTALL,.6 6.6 1.6 m� r r r a U U, U, N ` ; ; U, U, U REMOVE, REPLACE, ETC.)HAVE v v v v v v e v v v e v v a 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. STZ Jun 08,2020-2:58pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Peach_STORM PLAN&PROFILE(2).dwg ®KLJ 2017 NOTES: n I = I I I,I alll III �` 1. SEE TRAFFIC CONTROL SHE KLI Z I I LI III t I - - - FOR PERMANENT TRAFFIC g I•.'I ; I I S•II 1113 III I•,,I CONTROL AND PERMANENT �y I:.I Q I I o I 17111 MARKING PLANS. CONNECTIIII T EX: TRANSITION EX.ASPHALT I = TRANSITION EX.ASPHALT I I I W III CURB&GUTTER 2. SEE INTERSECTION GRADING TO MATCH PROPOSED U TO MATCH PROPOSED CONNECT TO EX. I III STA 9+69.47 DETAILS FOR CURB RETURN RADI TYPICAL SECTION CL DRIVEWAY CURB&GUTTER 16 05'LT TYPICAL SECTION STA 5+71.05 CL DRIVEWAY AND SPECIFIC CURB GRADES. STA 3+79.64,13.3 LT STA 4+83.32,102.5 LT REMOVE SECTIONS STA 8+77.94 1:1 III i = I 16.00'LT OF EX.SHRUB TO CL DRIVEWAY STA 7+78.51 `.I I U STA 6+76.67 GRADING LIMITS 16.00'LT 16.00'LT I I a 3 — -� - TEMP. COMPLETE I { :�:: 2 3. SEE SHEET G5 FOR TYPICAL DRIVEWAY WORK 16.40'LT I CL DRIVEWAY TEMP. F III III C SECTIONS. Z EE ` CONST.ESMT — _ TEMP. STA 8+53.11 CONST. Z: TEMP. - --- — — — .CONST. L- - 16.00'LT ESMT I° o III I• : ': ESMT �� 4. CURB TRANSITIONS FOR DRIVEWAY o CONST. _ E(o p III o D. APPROACHES TO BE -- 2 ❑ ESMT == ==== - ------ CONSTRUCTED AS FOLLOWS:3' w zzz NSITIONS OR RESIDENTIAL T '7.7 \ p: DRIVEWAYS, F TRANSITIONS FOR ADJUST COMMERCIAL DRIVEWAYS. w w 4+00 5+00 ADJUST GV Fv 6+00 7+00 g+00 eo 5. CONTRACTOR SHALL PLACE A 9+00' 10+00 efE E Ef E --s32.0'— ff - - - 5 » > - / < < < < < < < < E. PEACH STREET k - MINIMUM OF 0.25'OF TYPE B ASPHALT PAVEMENT IN EACH 56' —� f 3p' -► F(o� DRIVEWAY PATCH,OR MATCH THE o) �E(o e E o_ _ _ _ T E - Via) o - EXISTING THICKNESS,WHICHEVER m IS GREATER.THIS QUANTITY OF o t • ,� - " ASPHALT IS INCLUDED IN THE < GRADING LIMITS o ASPHALT PAVEMENT LINE ITEM. CL DRIVEWAY CL DRIVEWAY CONNECT TO EX. I `" CO ADJUST GV \ STA 7+29.22 STA 8+26.20 CURB&GUTTER III III Cl z 16.00'RT 16.00'RT STA 8+77.g4 W 6. CONTRACTOR SHALL PLACE A I - 16.00'RT III MINIMUM OF 0.25'OF-1-1/2" BEV DRAFTED BEGIN STREET a Z RECONSTRUCTION I °� W CRUSHED BASE COURSE IN EACH REVIEWED STA 4+11.63 III ' GRAVEL DRIVEWAY APPROACH. SWF �w THIS QUANTITY OF BASE COURSE IS PROJECT NUMBER L.�•I o III la N INCLUDED IN THE CRUSHED BASE 16417103 s all � w III QIII �� COURSE LINE ITEM. ss/E 06/2020 a J III S 7. FROM STATION 8+77.93 TO 9+69.67 J THE PROPOSED CENTERLINE III Q III PROFILE MATCHES THE EXISTING I "III N III IrI .I GROUND PROFILE. Z I III -•I Z O O 4785 EAST PEACH STREET 4785 CD T U ..........>..............................................................................<.......................................................................... .....<...............................................................................<...............................................................................<...............................................................................<....................................... O ................................................................................................................................................................................................................................................................................................................................................................................................ + 4780 PVISTA=5+00 PVI STA=6+00 PVI STA=7+00 4780 .................................................................PVI EL=4763.92.....................................................PVI EL=4761.91..........................:. ............................... LL PVI EL=4762.92..........................;...............................................................................;...............................................................................<...... r Q .................................... L=60.00 ..........................<........................... L=112.00 ..........................<........................... L=50.00 .................. H ................ K:22.86 K:37.11 K:30.92 .............. Z N ........... .......... .. 4775 0 m.......... o N ........ m CO 0 n....... ..r..............�..... ..................................................'..... �a. J..__ ................... ..w...+....o............... � + '-rO r=n , rn_ .... .. . � ....... 4775 OU m ZN W M N + N J ................................................. V � . ........................................ fO. ,............................ � �...............'y............................................................................................................................................................... .................................. ZLQJL ................................................................................................... .......................................;.......... ..............¢ .............................. ..........................,a LU �............... ...............� 4 11 ........... .......................................................................... .......................................................................... .................................. FO U.............;.... ........................H a EXISTINGGROUND..... ..... U W ............. U W,...............VM ..... W . �w.............. W W PR FILE.. . . .................... W 4770m ....... > W i � � W................................................;.......... .............................;........ .......... NCLa N +� > 4770U U 0_ U > m O Qn ....> ..........;H. �+a .............:............. arw.............................. a..... a................................................. .. a . . � ��... .� Lu ff...... ...... ................... ............... . ...... .............. .... ....... ..... . ........................ ..........4 ........................................ ................ ........................ .. ..............o ...... � ....... W W W Z + +........................................................... ...................... .................................................................................................... ................. ........................................ ............... w ...... ......... 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W ...... ........ _w..............;a-w . ..._w Q 4765 a > 4765 Co a IL 0.62% C�.��........:..................................... ..................................:.................................... ..................................................................................................................................................................................................................................................................................................................... _________________________________ .-.�.�.: ........................:...............................Cl- ..0.60:/.............................:............................... ... ............................................ .. .................. SCALE FEET Z CL -0.65% CL 0.28%... '^ U :-, v/ ....................................................................................................................:............................. ... .................................. @.................. ...................... �_ .................................................................................................................................................................................................................................................................................................................................................................................................................... ............. 4' CL@-2.01% CL 1.01% 4760 '1 W ............................................................................................................................................................................................................................................ V Q RECORD DRAWINGS. ........................... Q MATCH EXISTING (� GROUNDPROPOSED CENTERLINE........................................................................................................................................................................................... JUNE, 2020 W .......................................:............................................................................................................................................................................................................. PROFILE.... 4755 4755 T a ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ THESE DRAWINGS WERE W PREPARED FROM INFORMATION ................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. .................................. PROVIDED BY THE CONTRALTO O .................................................................................................................................. W 4750 4750 AND THE CITY OF BOZEMAN FOR Q O .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. PREPARATION OF RECORD W .............................................................................................................................................................................................................................................. DRAWINGS. INFORMATION HAS .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. NOT ALL BEEN VERIFIED BY KLJ. 4745 .......................................;...............................................................................;...............................................................................;...............................................................................;...............................................................................;...............................................................................;...................................... 4745 ALL INSTRUCTIONS (I.E. INSTALL, M M REMOVE, REPLACE,ETC.)HAVE c� c�th c�N N lV fV lV V1 V1 n V1 n V1 V1 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 10,2020-10:47am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Geometric Design Plans.dwg (D KLJ 2017 NOTES: KLI 1. SEE TRAFFIC CONTROL SHEETS <Cv — — — — — — TRANSITION EX.ASPHALT FOR PERMANENT TRAFFIC — — TO MATCH PROPOSED CONTROL AND PERMANENT r TYPICAL SECTION LLJ MARKING PLANS. STA 13+82.55,119.8 LT = t Z 2. SEE INTERSECTION GRADING LLI DETAILS FOR CURB RETURN RADI _ AND SPECIFIC CURB GRADES. CL DRIVEWAY I I TEMP. CL DRIVEWAY a CL DRIVEWAY CL DRIVEWAY ' ' �' ' ' 3. SEE SHEET G5 FOR TYPICAL ¢ STA 10+95.29 CONST. STA 12+64.07 - a N STA 11+29.59 Ll 96.73 r a 16.01'LT ESMT 16.00'LT = :; :i; _: : : SECTIONS. 16.00'LT RESET EX.FH = TEMP. z TEMP. TEMP. I _ ::': 0 IN BLVD Z CONST. 4. CURB TRANSITIONS FOR DRIVEWAY z CONST. RI: 0 8 ESMT II ESMTT GRADING LIMITS ESMT GRADING LIMITS APPROACHES TO BE V z L Q I J L _ — — — CONSTRUCTED AS FOLLOWS:3' w z f TRANSITIONS FOR RESIDENTIAL C e y' > T DRIVEWAYS,5'TRANSITIONS FOR a s COMMERCIAL DRIVEWAYS. w W:. w w —23'.a. w. 25' w e 25' 35'- ors. N 10 OO i:: 11+00 w ice—w w w w 5. CONTRACTOR SHALL PLACE A w >1 1 . 12+00 13+00 - - _14+00 - 15 00 MINIMUM OF 0.25'OF TYPE B ¢ 32.0'—- - —'' 2� _�— _ >> »_ _ 32 0".. - »:_16 00 ASPHALT PAVEMENT IN EACH :CD3 3 3 F�O� 3 > E. PEAL_H STREET ; > > > >:; DRIVEWAY PATCH,OR MATCH THE _ _ _ =y 14 f- 18 y 16 9 f _ 12' f 14' f : EXISTING THICKNESS,WHICHEVER w o :O` E(0)� T o EO E _ IS GREATER.THIS QUANTITY OF a 4 ::;� — — — — _ o v E(o _s C> e ASPHALT IS INCLUDED IN THE o iH ' ' — •' ,0 •• — — — � T�- ASPHALT PAVEMENT LINE ITEM. CONNECT TO EX. .w CURB&GUTTER CL DRIVEWAY CL DRIVEWAY CL DRIVEWAY' z W GRADING LIMITS CL DRIVEWAY 6. CONTRACTOR SHALL PLACE A ;Z STA 10+52.49 STA 11+29.93 STA 12+24.67 STA 12+g1.61 n RESET EX. STA 15+59.34 oRnP eo :J 16.00'RT CL DRIVEWAY 16.00'RT 16.00'RT 16.00'RT m MAILBOX IN BLVD MINIMUM OF 0.25'OF-1-1/2" 16.00,RT BEV V STA 10+62.58 3 CRUSHED BASE COURSE IN EACH 16.00'RT CL DRIVEWAY REVIEWED STA 14+62.23 GRAVEL DRIVEWAY APPROACH. SWF Q 16.00'RT GRADING LIMITS THIS QUANTITY OF BASE COURSE IS PROJECT NUMBER INCLUDED IN THE CRUSHED BASE 16417103 COURSE LINE ITEM. is on E 06/2020 3 3 Z CD O + 4780 EAST PEACH STREET 4780 to .......................................>...............................................................................>...............................................................................>...............................................................................>..............................................................................<...............................................................................<....................................... H U .........................................................................................................>...............................................................................>..............................................................................<...............................................................................<....................................... 0 + 4775 4775 IL r ...................................................................................................................................................................................................................................................................................................................................................................................................... .................................. .................................. � a ..............................................................................................:......................................................................................................................................................................... ................... ....................................... ......................... c� U) z .......................................;..............................................................................:................................................................................;...............................................................................;.............................................................................:...............................................................................:....................................... .. 4770 4770 O W .......................................................................................................................................................................................................................................................................................................... ............................................................................................................. J EXISTING GROUND U Z .......................................;...........................................................................o�................................................................................................................... .................................................................................. PROFILE ........................................................................<....................................... 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(' 47 ...................................................................................................................................................................................---..............<...............................................................................................................................................................;...................................................................................................................... 47 55 55 '1 W ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ V PROPOSED ENTERLINE... RECORD DRAWINGS. C ....................... ................................. Q PROFILE............................................................................................................................................................................................................................................................................ JUNE, 2020 W v .............................................................................................................................................................,................................................................................;.............................................................................:...............................................................................:....................................... 4750 4750 THESE DRAWINGS WERE a .............................................................................................................................................................................................................................................. .........................................>..............................................................................<...............................................................................<....................................... W .......................................;..............................................................................:...............................................................................:....................................... PREPARED FROM INFORMATION ................................................................................................................................................................................. C0 PROVIDED BY THE CONTRACTOR p ....................................................................................................................................................>..............................................................................................................................................................<...............................................................................<....................................... W 4745 4745 AND THE CITY OF BOZEMAN FOR W p PREPARATION OF RECORD ..................................................................................................................................................................................>.............................................................................................................................................................<...............................................................................<....................................... DRAWINGS. INFORMATION HAS ............................................................................................................................................................................................................................... .........................................>.............................................................................<...............................................................................<....................................... NOT ALL BEEN VERIFIED BY KLJ. 4740 .......................................;...............................................................................................................................................................;..............................................................................................................................................................<...............................................................................<....................................... 4740 ALL INSTRUCTIONS (I.E. INSTALL, E 0 0 m°' REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BEHEET 10+00 11+00 12+00 13+00 14+00 15+00 16+00 CONSIDERED IN PAST TENSE. C2 Jun 08,2020-3:03pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Geometric Design Plans.dwg ©KLJ 2017 NOTES: KLI 1. SEE TRAFFIC CONTROL SHEETS C FOR PERMANENT TRAFFIC � CONTROL AND PERMANENT MARKING PLANS. 2. SEE INTERSECTION GRADING CL DRIVEWAYS END NEW " STA 16+71.17 TEMP. J CURB&GUTTER DETAILS FOR CURB RETURN RADI 16.00'LT CONST. STA 17+40.25 AND SPECIFIC CURB GRADES. ESMT 27. 0'LT 3. SEE SHEET G5 FOR TYPICAL GRADING LIMITS / 6 SECTIONS. -- ----- -- " 4. CURB TRANSITIONS FOR DRIVEWAY z APPROACHES TO BE CONSTRUCTED AS FOLLOWS:3' w W TRANSITIONS FOR RESIDENTIAL 65' DRIVEWAYS,5'TRANSITIONS FOR 16 00 17 00 F 17 60 COMMERCIAL DRIVEWAYS. - --32.0'= �— — > E. PEACH STREET sr W EP:17+60.00 5. CONTRACTOR SHALL PLACE A 3�O :+ G MINIMUM OF 0.25'OF TYPE B r —.E(n) END STREET ASPHALT PAVEMENT IN EACH E() DRIVEWAY PATCH,OR MATCH THE =Q -- RECONSTRUCTION '~ v STA 17+38.17 EXISTING THICKNESS,WHICHEVER m : Eli :LUw GRADING LIMITS st IS GREATER.THIS QUANTITY OF o :z END NEW ASPHALT IS INCLUDED IN THE 'J CURB&GUTTER ASPHALT PAVEMENT LINE ITEM. STA 17+26.49 " z of Q 64.67'RT / 6. CONTRACTOR SHALL PLACE A DMIFTED MINIMUM OF 0.25'OF-1-1/2" BEV CRUSHED BASE COURSE IN EACH REVIEWED 9G GRAVEL DRIVEWAY APPROACH. SWF Q THIS QUANTITY OF BASE COURSE IS PROJECT NUMBER INCLUDED IN THE CRUSHED BASE 16417103 QO COURSE LINE ITEM. ISSUE DATE S 06/2020 a� Z CD O 4775 EAST PEACH STREET 4775 ~ U p O .....................:............................................................................ ..:....... t+0 4770 4770 r .................... a .................... z ...................................................................................................... u; 4765 4765 O ...................ov..............................................................woo.... V Z J ..............................................��............ ................................�a................. ....................................^�... .. 1V a/ L�LI 0 ...................................;J............................................................ w .......:....... 4760 -w > 4760 p Z d o w CL@-0.53%........................................ W O N Z 4755 ..................... ............... ..................................... 4755 Co25 0 25 a ......................................:.................................................................................... r U .........................EXISTING GROUND........................................................!....... SCALE FEET Z PROFILE ........................................................................................................................... 4750 4750 ......................PROPOSEDCENTERLINE, .,......... ... .......... MATCH EXISTING RECORD DRAWINGS: Q PROFILE, GROUND JUNE, 2020 W V 4745 .................................... 4745 THESE DRAWINGS WERE d W PREPARED FROM INFORMATION ................................ ................................. ................................. PROVIDED BY THE CONTRACTOR U) .....................:..............................................................................:....... 4740 4740 AND THE CITY OF BOZEMAN FOR la LU ............................................................................................................................ PREPARATION OF RECORD .......................................'..............................................................................'....... DRAWINGS. INFORMATION HAS NOT ALL BEEN VERIFIED BY KLJ. 4735 ............................................................................................................................ 4735 ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE a a a a IS BEEN COMPLETED&SHOULD BE SHEET 16+00 17+00 17+60 CONSIDERED IN PAST TENSE. C3 Jun 08,2020-3:04pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Geometric Design Plans.dwg ©KLJ 2017 or NOTES: I 1. PROVIDE DETECTABLE WARNING E DEVICES MEETING THE CITY OF BOZEMAN STANDARD'S AND a I STA 4+45.31 r r PLACEMENT SHALL COMPLY WITH STA 4+40.LT 39.97'LT 40.00'LT < EW 4763.06 r r CITY OF BOZEMAN STANDARD EW 4763.23 STA 4+45.43 r r DETAIL DRAWINGS. / ) .4' 34•97'LT r r STA 5+03.91 / p EW 4763.09 r r 31.00'LT 2. VERIFY ELEVATIONS IN THE FIELD STA 4+40.43 r r RP PRIOR TO CONSTRUCTION. 35.00'LT d STA 4+50.74 30.62'LT PT STA 4+69.82 r r STA 5+09.50 EW 4763.16 TBC 4763.20 30.79'L STA 4+88.91 25.00'LT 3. MATCH EXISTING ELEVATIONS AT r r 31.01'LT PT EW 4763.47' STA 4+35.74 ASP 4763.01 ALL JOINTS BETWEEN NEW AND STA 4+11.64\ 31.00'LT r r TBC 4763.49 STA 5+09.50 EXISTING CONCRETE.ELEVATIONS z / 25.00'LT RP r r 20.00'LT SHOWN AT MATCH LOCATIONS ARE EW 4763.18 -34.2'- EW 4763.37 APPROXIMATE. STA 4+40.3 STA 5+04.50 STA 5+13.86 25.00'LT STA 4+49.88 STA 4+98.73 .25.00'LT STA 5+13.86 25.00'LT 26.00'LT R15.0' 24.99'LT EW 4763.53 20.00'LT EW 4763.02 EW 4763.40 TBC 4763.21 W EW 4763.33 /" EW 4763.45 5.0' STA 4+49.49 = STA 4+89.80 25.00'LT 25.92'LT d p TBC 4762.84 W TBC 4763.58 p p p STA 4+45.37 > STA 4+90.20 d d d 4��r d p o00 0 25.00'LT Q 24.92'LT $p ° ° p d d. EW 4762.92 = TBC 4763.26 p p STA 4+11:6a r T o T T (� -T T r a -r 20.00'LT -T 000000 o° R15.0' STA 4+40.34 STA 4+93.77 STA 5+10.50_r o EW 4763.18 20.00'LT 19.95'LT °o°0 16.00'LT EW 4762.96 = TBC 4763.33 TBC 4763.45 0 STA 4+40.33 V STA 4+94.97 z 16.72'LT 18.96'LT TBC 4763.74 DRAFTED TBC 4762.91 Z STA 4+98.77 STA 5+04.50 BEV 20.00'LT REVIEWED 19.99,LT STA 5+13.86 STA 4+11.64 STA 4+39.32 EW 4763.40 SWF STA 4+35.74 E W 4763.36 STA 5+03.50 16.00'LT 16.00'LT 16.43'LT PROJECT NUMBER ° 16.00'LT PC 16.01'LT TBC 4763.39 16417103 TBC 4763.18 TBC 4763.33 TBC 4763.31 o TBC 4763.57 ISSUE DnTE Y STA 5+03.91 g 06/2020 16.00'LT PC Y TBC 4763.40 STA 5+04.50 5+09.50 ASP 4763.52 TBC 4763.16 ST16.00'LT J_ - --28.0'-- - - - -f- - - - - - - - - - 5 TBC 4763.08 Q - - - - L-28.0'-- Z STA 4+11.64 STA 4+76.83 ASP 4763.69 STA 5+13.86 O G 0.00' Z 0.00' STA 4+69.82 0.00, STA 4+40.01 STA 4+g3.50 ASP 4763.76 LASP 4763.37 0.00, ASP 4763.58 16.00'RT PC 16.41'RT E. PEACH STREET o TBC 4763.53 ASP 4763.73 e ai TBC 4763.50 0 = LU 5+10.50 M _ STA 5+13.86 < < < < < < < T < < < < < - _-- < <- 16.38'RT- < 16.00'RT PT < H w TBC 4763.58 TBC 4763.53 0) LUSTA 4+35.74 F 16.00'RT STA 5+09.50 STA 5+14.41 1 V 20.10'RT ? TBC 4763.47 16.65'RT STA 4+44.50 EW 4763.58 16.69'RT TBC 4763.21 U 1 Z W TBC 4763.15 STA 5+09.41 Q -� STA a+11.71 0-STA 4+35.74 STA 4+44.53-o o.STA 4+49.57; ° 20.11'RT W w W 16.00,RT 20.51'RT 20.43'RT G R1 25.96'RT ° 4 ° STA 5+19.41- N 000 Z TBC 4763.32 E(o) EW 4763.49 EW 4763.23 o,o S,° E(0) EW 4763.30 °o°gig ° E(o) E(o) E(o) E(o) e(C) 20.35'RT m Q Q o. R15.0' EW 4763.80 _ a - -4 -a a - - o,. STA 4+54.12 d °O °°° - - -a- W LL LU V a STA 5+00.06 000P p W O N Q p` d 25.92'RT 25.12'RT °o°a b a a a TBC 4763.27 TBC 4763.40 8^8 ° d' 4 4 o 5 to `�` ~ m d: d p f r U b - - - - - - - - - - ^ STA 4+54.44 STA 4+99.67 - STA 5+19.41 SCALE FEET V STA 4+35.78 STA 4+44.5t 26.91'RT 26.12'RT _ 25.55'RT 25.49'RT TBC 4763.66 TBC 4763.80 STA 5+09.29 EW 4 64.00 Z EW 4763.58 EW 4763.33 STA 4+55.00 STA 5+04.29 25.11'RT STA 5+14 411 U 06 STA4+g0.01 31.62'RTPT EW4763.30 25.10'RT RECORD DRAWINGS: - 25.12'RT 31.00'RT _+ EW4763.66 JUNE 2020 LU RP STA 4+44.58 TBC 4763.71 EW 4763.36 , LU LU 26.02'RT d d STA 5+04.0 STA 5+13.86 M STA 4+98.87 a F EW 4763.34 30.44'RT PC 34.99'RT 31.00'RT THESE DRAWINGS WERE RP PREPARED FROM INFORMATION N TBC 4763.88 EW 4763.92 = STA a+gq.24 d ; ` < - STA5+09.05 PROVIDED BY THE CONTRACTOR U V 35.80'RT �. < < < 35.11'RT < AND THE CITY OF BOZEMAN FOR Q Q EW 4763.71 39 7 < EW 4763.99 PREPARATION OF RECORD W W STA 4+44.07 5.0 -1.0% _ ' STA 5+08.93 IL 40.11'RT DRAWINGS. INFORMATION HAS EW 4763. 40.79'91 I STA4+54.77 EW 4764.24 NOT ALL BEEN VERIFIED BY KLJ. W 39.35'RT STA 4+76.63 STA 4+98.49 a I STA4+49.05 I TBC??? 39.92'RT 40.50'RT sr ALL INSTRUCTIONS (I.E. INSTALL, ASP 4763.83 TBC 4764.01 aoss'RT a STA4+49.24 STA5+03.97 al REMOVE, REPLACE,ETC.)HAVE EW 4763.75 35.97'RT 39.99'RT i BEEN COMPLETED&SHOULD BE SHEET < I EW4763.63 EW4764.09 ST CONSIDERED IN PAST TENSE. INT1 Jun 10,2020-11:50am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg Q KLJ 2017 NOTES: I 1. PROVIDE DETECTABLE WARNING E 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 4. THE TYPICAL CROWN ENDS AT c III STATION 7+43.61.THIS GRADING SHEET INDICATES PLAN GRADES - - - - - - - STA 8+77 94 I I W III FROM THIS STATION TO THE TIE-IN STA 7+67.13� 1 - - - - 25.00'LT I a III LOCATION AT THE N.WALLACE STA 7+43.61 25.00'LT STA 8+43.24 STA 8+62.98 EW 4762.44 STA 7+89.90 I, 25.00'LT EW 4761.77 a I I AVENUE INTERSECTION. 25.00'LT 25.00'LT STA 8+99.32 STA 7+67.13 25.00'LT EW 4761.60 STA 8+77.94 25.00'LT E(c EW 4762.61 o) EW4762.29 EW 4761.92 I'STA 8+62.98 20.00'LT - I a 20.00'LT �� EW4760.71 0 .i v) STA 8+43.24 20.00'LT 'EW 4761.75 �� STA 7+43.61 EW 4762.37 20.00'LT TA 94 20.00'LT EW 4761.58LT STA 8+99.48 20.00'LT IT/ �3 EW 4762.53 r l EW 4762.22 EW 4761.90 I EW 4076000'.77 I °z A / DRAFTED °d _ QT: T,°.. "Th. z eT <p BEV eT .a. d d, - REVIEWED d T--T-T 'b / SWF PROJECT NUMBER 41 + 16417103 16.00'LT �+6213 +94.90 STA 8+77 94 ISSUE- STA 8+38.24 STA 8+67.98 16.00'LT TBC 4762.47 ST .00'LT 06/2020 w o 0 16.00'LT Fo 16.00'LTSTA 7+43.61 00 16.00 LT TBC 4762.13 M TBC 4761.55 0 0.00' TBC 4762.35 TBC 4761.84 TBC 4761.64 Y 7+p0 - ASP 4762.66 - - - - - - ASP 4762.32 121.14'RT -28.0'-- 8 Fo --STA 8+77.94 910 STA 7+50.00 - -STA 8+50.00-- -- 0.00' E. PEACH STREET 0.00, 0.00' g 6+94.98 0 o ASP 4762.02 Z O ASP 4762.62 o ASP 4761.85 STA 7+01.07 STA 7+43.61 ro N STA 7+62.37 NSTA 8+06.28 STA 8+46.11 rn STA 8+77.94 O 4763.03 21.18'RT 16.00'RT 16.00'RT RT EW 4763.00 TBC 4762.61 TBC 4762.52 TBC RT 14762 14 16.00'87 O TBC 4762.32 TBC 4762.14 TBC 4761.87 Ir IP - V T E(0) 'E(0)° d Ej0)G --i-.' 2 D tea-- FA E(0) E ) ab0) d (0) E(0) E(0) E E(p)- r^ea STA 7+57.37 � T�37 °STA 8+06.28 STAH+41.11 - \ 1vO21.40'RT r A 8+11.28 21.96'RT 21.75'RT EW 4762.31 ZSTA 7+01.05 EW 4762.75 .78'RT J26.18'RT 72 EW 4762.53 W 4762.50 ISTA 7+57.3 STA 8+41.17 Q EW 4763.06 35 Wtv wWSTA 6+94.95 26.40'R STA 8+06.25 A 8+11.25 27.06'RTaISTA RT EW 4762.726.75'RT .74'RT.77 EW 4762.55 W 4762.53 EW 4762.47 N Z Q STA 6+89.95 EW 4763.10 Ia 9 III m < 21.11'RT L J EW 476 1 3.06 EW 4763.18 I a I III W 0 Q III o 0 10 20 I I t SCALE FEET II I = W W RECORD DRAWINGS: U F JUNE, 2020 LU N x THESE DRAWINGS WERE (L t� PREPARED FROM INFORMATION Q PROVIDED BY THE CONTRACTOR U) d AND THE CITY OF BOZEMAN FOR a W PREPARATION OF RECORD W DRAWINGS. INFORMATION HAS 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 10,2020-11:52am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg Q KLJ 2017 NOTES: LI 1. PROVIDE DETECTABLE WARNING <Cv DEVICES MEETING THE CITY OF BOZEMAN STANDARD'S AND PLACEMENT SHALL COMPLY WITH CITY OF BOZEMAN STANDARD J DETAIL DRAWINGS. 2. VERIFY ELEVATIONS IN THE FIELD PRIOR TO CONSTRUCTION. p 0 3. MATCH EXISTING ELEVATIONS AT u, ALL JOINTS BETWEEN NEW AND u EXISTING CONCRETE.ELEVATIONS o z SHOWN AT MATCH LOCATIONS ARE 0 a APPROXIMATE. w w I d w STA 11+17.09 4. THE TYPICAL CROWN STARTS AT Y I I I a I I a W 25.00'LT STATION 11+47.09.THIS GRADING w � III I EW 4760.35 I SHEET INDICATES PLAN GRADES Q d N Z STA 11+17.09 FROM STATION 10+52.51 TO w W 20.00'LT 11+47.09. o Q I I I EW 4760.27 d STA 11+47.09 STA 10+83.87 STA 11+06.65 STA 11+42.09 w I I 25.00'LT IIIT 25.01'LT 25.00'LT ` 25.00'LT EW 4760.08 II EW 4760.64 EW 4760.44 I EW 4760.13 v -J �\\ w I I STA 10+73.86 STA 19 96lo+E'LT 87 STA 11+06.69 I 10+83.87 STA 11+2 09 20 00STA'LT STA 11 7.09 O E E E j \\ L � ; 24.SS'LT EW 4760.57 19.91'LT 20.00'LT EW 4760.01 Z T /_EW 4760.97 EW 4760.37 I EW 4760.05 DRAFTED Z -� - - - - - - - - - - - - - - d - - - -11 BEV \ °, -d- d \ a,. a ° d d -4. �. °. REVIEWED SWIF \ _ a ° a F PROJECT NUMBER 6417103 ISSUE DATE 06/2020 STA 9+69.48 STA 10+00.00 STA 10+50.00 STA 10+73.86 STA 11+12.09 16.05'LT 16.04'LT 16.02'LT 19.98'LT STA 11+g7.09 STA 10+78.87 16.00'LT 16.00'LT o r_ TBC 4761.54 TBC 4761.27 TBC 4760.82 EW 4760.76 16.01'LT STA 9+69.47 J N ro TBC 4760.26 8-1 TBC 4759.96 o.00' E. PEACH STREET o0o'1o+so.00 TBC4760.56 7 S6 01LT1172 Y STA 11+47.09 ASP 4761.41 10 00 ASP 4760.83 TBC 4760.27 0.00' + - _ __ 11 00 + ASP 4760.14 Z W 28.0'-- - - - _ ASP 4761.19 STA 10+55.51 STA 11+41.87 16.00'RT ASP 4760.47 16.00'RT 0 C o Cl! o c FL 4760.56 a TBC 4760.14 0 TBC 4761.01 STA 11+00.00 0 o STA 11+47.09 P t N STA 11+17.98 16.00'RT + 16.00'RT '1 r ST TBC 4760.56 16.00'RT TBC 4760.09 U ST - - - - - - - _ - - - - - TBC 4760.38 D -o - - - - - - - - - - - It I I I li/ O /i a. Q� E() (0) E(0) E(0) E(0) E(0- E- < ) E(D),Q E(0) E(0) E(0) �: E �T = - - - - - - d - - - -- - - a - m° - - - - 1 V :Al X - � � - 0 Q J al STA 10+52.51 W Q 16.00'RT o W � a FL 4760.57 I.fi N Z LU I II WI` TBC 4760.94 m Q In III Id �� WON Z II 10 0 10 20 m Q U a l SCALE FEET N I = w RECORD DRAWINGS: C.) JUNE, 2020 W U) THESE DRAWINGS WERE d V PREPARED FROM INFORMATION Q PROVIDED BY THE CONTRACTOR W AND THE CITY OF BOZEMAN FOR a IL PREPARATION OF RECORD W W DRAWINGS. INFORMATION HAS 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 10,2020-11:55am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg Q KLJ 2017 STA 13+74.34 r 24.0' STA 14+02.43 39.57'LT 31.41'LT PC I NOTES: KLI STA 13+59.40 TBC 4758.54 STA 14+02.37 STA 14+12.23 39.80'LT FL 4757.94 31.00'LT STA 13+74.40 W TBC 4758.33 TBC 4758.38 EW 4 LT 1. PROVIDE DETECTABLE WARNING RP EW 4758.11 DEVICES MEETING THE CITY OF - - - - STA 13+64.60 31.26'LT PT STA 14+17.43 BOZEMAN STANDARD'S AND Z STA 14+03.29 TBC 4758.59 31.00'LT 25.00'LT W 26.00'LT Rp PLACEMENT SHALL COMPLY WITH EW 4758.41 STA 13+73.56 FL 4757.99 CITY OF BOZEMAN STANDARD 26.05'LT STA 14+12.23 STA 13+64.60 Q TBC 4758.42 20.00'LT DETAIL DRAWINGS. 20.00'LT TBC 4758.63 J EW 4758.36 STA 13+73.15 STA 14+03.68 EW 4758.04 2. VERIFY ELEVATIONS IN THE FIELD STA 13+53.21 25.00'LT 25.00'LT STA 14+17.43 25.00'LT TBC 4758.25 Z FL 4757.99 25.00'LT- PRIOR TO CONSTRUCTION. EW 4758.93 TBC 4758.05 EW 4758.49 > T 3. MATCH EXISTING ELEVATIONS AT d 1 ALL JOINTS BETWEEN NEW AND d' d a, EXISTING CONCRETE.ELEVATIONS z a d STA 13+76.49 STA 14+00.53 d a 4 4 d 4 d a p SHOWN AT MATCH LOCATIONS ARE n a 20.00'LT 20.00'LT d. > d - 4 EC 4758.26 °°g st 4 d d APPROXIMATE. > d EC 4758.10 a .. d a d 00 86 0. R15.0' . VALLEY 4. CONTRACTOR SHALL CONSTRUCTSTA 13+53.21 a STA 14+17.43 AND CURB 20.00'LT 20.00'LT EW 4758 p RETURN FILLETS R COB DETAIL EW 4758.41 a d d DRAWINGS 02529-1 AND 02529-2. FL 4758.14 41' FL 4757.97 a d d STA 14+17.43 STA 13+59.40 STA 13+64.59 STA 13+76.54 STA 14+12.23 16.00'LT PT 16.00'LT PC 16.92'LT 14.00'LT STA 14+00.57 TBC 4798.76J TBC 4758.33 EC 4758.26 14.00'LT 16.93'LT TBC 4758.35 a EC 475810 TBC 4757.99 0 I STA 13+63.59 FL 4757.93 a 16.59'LT STA 14+13.23 e TBC 4758.73 0 o 16.60'LT � V FL 4757.93 DRAFTED TBC 4758.37 BEV STA 13+60.42 STA 14+14.29 STA 14+17.43 REVIEWED 0.00, 0.00, 0.00, S W F ASP 4758.94 14*00 ASP 4758.56_ - _ ASP 4758.54 - _ - PROJECT NUMBER _ _ _ _ _ _ t 16417103 28.0'-+ ISSUE DATE STA 13+59.40 32.0' 0.00, rz 6/2020 STA 14+13.25 ASP 4758.94 16.04'RT TBC 4758.55 S T > ; > > STA 14+12.25 _ STA 14+07.26 16.14'RT )t -> °? STA 13+63.42 16.30'RT STA 13+64.42 17.75'RT TBC 4758.17 °? J TBC 4758.24 STA 13+60.42 TBC 4758.86 16.54'RT 16.00'RT PC FL 4758.42 FL 4758.41 STA 13+77.42 STA 13+97.2g STA 14+06.26 STA 14+14.29 E. PEACH STREET 0 1-- FL 4758.44 TBC 4758.47 14.00'RT 14.00'RT 18.34'RT 16.00'RT _ W TBC 4758.89 EC 4758.40 EC 4758.26 TBC 4758.65 TBC 4758.53 1 Q d O '41d FL 4758.27 FL 4758.14 4 ' U STA 13+64.38 d .d c c c 24.59'RT-c ' 6:0'.' R15.0' LL EW 4758.63o. 4 G STA 14+07.26 W STA 13+60.91 gggg R15.0' d 24.79'RT N STA 13+55.91 24.57'RT r o d °°° EW 4758.60 STA 14+20.71 w 24.54'RT- E(o)°°O E(U) STA 13+77.42_STA 13+97.29 STA 14+12.26_24.78'RT 1 V O LU EW 4758.83 d 20.00'RT E(T e(U) 2STA 4.77 RT5.71 ) E(0) E(0) Z EW 4759.12 20.00'RT r 24.78'RT EW 4758.93 _ EC 4758.40 EC 4758.26 d EW 4758.65 U Z - - - - - EW 4 STA 1759.09 4 STA 14+01.14 1 W Q H W a [� 23.79'RT agog W a 4.9' 5.0' d TBC 4758.75 °° a LL N Z LU a a a a STA 13+75.36 STA 14+00.64 a°°°° a 5.0' a 5.1 a a Q m Q STA 13+55.88 24.79 29.64'RT ' N RT a _ L Q 29.47'RT FL 4758.51 TBC 4758.37 r - - - - - - - - W O EW 4759.18 TBC 4758.57 �x >- STA 13+60.88 STA 13+64.35 STA 13+99.34 L J 0 5 10 IL H m 29.57'RT 29.59'RT 29.79'RT . TBC 4758.44 STA-14+3r71 SCALE FEET U Z EW 4758.91 EW 4758.71 STA 13+7541 3065'RT 29.83'RT . STA 13+75.42 EW 4759.11 31.00'RT PT FL 4758.53 STA 30.799RT o U W STA13+60.42 TBC4758.99 TBC4758.98 STA14+20.71 RECORD DRAWINGS: Q LU TBC 4758.85 29.78'RT 31.00'RT STA 14+8'RT EW 4758.99 J U N E, 2020 UJ N RP STA 13+99.29 29.78'RT STA 14+14.29 31.01'RTPC EW4758.70 31.00'RT THESE DRAWINGS WERE d = TBC4758.85 STA14+07.26 RP PREPARED FROM INFORMATION V EW 4758.65 PROVIDED BY THE CONTRACTOR Q AND THE CITY OF BOZEMAN FOR Q d PREPARATION OF RECORD W W DRAWINGS. INFORMATION HAS NOT ALL BEEN VERIFIED BY KLJ. STA 13+75.42 STA 13+99.29 ALL INSTRUCTIONS I.E. INSTALL, 55.13'RT 54.96'RT TBC 4760.41 TBC 4759.93 REMOVE, REPLACE,ETC.)HAVE 1ss' BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. �NT4 Jun 10,2020-11:56am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg Q KLJ 2017 r r r r r r r r r r r r r r r STA 17+39.81 26.00'LT I r r r r r r r r r r r r r STP 16+93.74 STA 17+30.87 STA 17+39.42 TBC 4755.49 STA 17+40.25 NOTES: Iwo 25.55. 6 25.55. 2 4 1. PROVIDE DETECTABLE WARNING \�� r r r r r r r r r r r r r 25.00'LT 27.50'LT PT r r r r r r r r r r r r €W 4756.11 EW 4755.56 TBC 4755.12 TBC 4755.46 d DEVICES MEETING THE CITY OF a G d d Q a a°odo° BOZEMAN STANDARD'S AND Q a d o 5,0' o PLACEMENT SHALL COMPLY WITH a d C d d a a S CITY OF BOZEMAN STANDARD d DETAIL DRAWINGS. .4 STA 16+93.74 0^ d p d d d 20.00'LT _ STA 17+30.87 w a EW 4756.06 20.00'LT 2. VERIFY ELEVATIONS IN THE FIELD d 4 \F EW 4755.63 o PRIOR TO CONSTRUCTION. 3. MATCH EXISTING ELEVATIONS AT M ALL JOINTS BETWEEN NEW AND Fo R15.0' TES EXISTING CONCRETE.ELEVATIONS z 67 STA t7+25. STA 17+34.92LD STA 16+g6.30 o SHOWN AT MATCH LOCATIONS ARE N 16.00'LT 16.00'LT PC\ 19.19,LT APPROXIMATE. w TBC 4756.08 TBC 4755.85 TBC 4755.66 0 STA 17+35.87 T T Y 20.00'LT E. PEACH STREET TBC4755.24 FO o W h O _ -- 32.0' - - - 17+00 - } _ _ _ _ _ 17+60 STA 16+86.30 - - - Fa + - 0.00' STA 17+38.18 0 ASP 4756.27 0.00, ASP 4756.00 0o EP:17+60.00 0 /`� z 1 S W DRAFTED M \ sr BEV STA 16+86.30 `o REVIEWED SWF 16.00'RT PC PROJECT NUMBER TBC 4756.22 16417103 �n Sr ISSUE 0 0^ 06/202020 STA 17+08.61 W 26.09'RT EW 4756.09 STA 17+12.42 S' 25.12'RT \ J TBC 475756.09 STA 17+13.61 Z 26.13'RT W O WG TBC 4755.69 (0) - - E(0) Z E° E(D-) ) V O as d d a a **00 *R0000E E(°) STA 17+18.41 E(o) E(0) E o = F a .1' .0' 31.16'RT O E(0) E(o) W TBC 4755.66 Elol (n .0000 _ _ - - - a . 0 L STA 17+04.45 STA 17+19.19 E of F� N Z W 26.06'RT 32.16'RT / st O z EW 4756.30 TBC 4756.04 E\o1 Z STA 17+04.42 STA 17+08.58 / sz U Q LU 31.21'RT 31.09'RT R40.5' E(0) W 2 ~ :) EW 4756.34 EW 4756.15 L� W Z Edo) /sj y F�oJ r m Q E � SS W Lew Q WON o el N�/ }IL H m J st 5 o e 10 SCALE FEET Z U SA RECORD DRAWINGS: W LU STA 16+86.82 JUNE, 2020 W 56.50'RT a RP STA 17+27.16 THESE DRAWINGS WERE 60.09'RT PREPARED FROM INFORMATION =V FL4755.45 PROVIDED BY THE CONTRACTOR TBC 4755.90 AND THE CITY OF BOZEMAN FOR a W PREPARATION OF RECORD W d DRAWINGS. INFORMATION HAS W NOT ALL BEEN VERIFIED BY KLJ. STA 17+26.49 ALL INSTRUCTIONS (I.E. INSTALL, 64.67'RT PT REMOVE, REPLACE,ETC.)HAVE TBC 4756.05 BEEN COMPLETED&SHOULD BE SHEET FL4755.42 CONSIDERED IN PAST TENSE. I NT5 Jun 10,2020-11:56am-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Construction Drawings\Intersection Grading Sheets.dwg Q KLJ 2017 or -4, NOTES: <<KLI 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. LU I�`7I III I LU III 3. RESET SIGNS SHALL BE POST III3 Q I•y I MOUNTED PER COB STANDARD DETAIL DRAWING 9810-1. z J Lu III o LU f I alll Q Z III I:.aJJI w n l Z L,I alll Z Q III I W III LeI f..'.I III I I•��I �I � ��•� III III '"I;I 518.2+LT I � III III D a STA 4+46 I `I II V RESET AT STA 8+33,1 8 01 LT a 3 III I (7 0 26.2'LT Z REMOVE == _ --=---- I'Iw III C/) o EX.SIGN. == — — F - `. o�•, __ o z == === ===== === (0 1 II I w y BEV zz zzzzz O I / \\ REVIEWED T E (O v.•... . � TSS _____T ,. � •. ., 'T � ' � '• •�•' �''P. �' PROJECT NUMBER w w t J i ._ o — 16417103 ISSUE DATE e(o ---- - 06/2020 0— 5+0 6+ 0 Ef E+ — — — > —>�— <E—Ei. Ef Ef fE EE — 9+0 S > > ,;�1000 — < < < < < < <— E. PEACH STREET — F(o� � E(0 E — E 0 _ E� o ... _ _ _ E(0) E(0) 9) O O \ ST 6+61 STA.3'RT III III 17.3'RT /� � STA 5+00 REMOVE R7-1 L J1 RESET III �./ C 28.5'RT REMOVE EX.SIGN EX.SIGN M ( w L I.•I.� III r + III III II W z :'III N III I ` no N 0 III III f W m �50 � f 3 III LL I p N O II"I III III L L >. m z, C) Q{ o z�, � U � a III III .SCALE FEET U) ZZZ I�,I III III I°' V RECORD DRAWINGS: V N JUNE, 2020 W z THESE DRAWINGS WERE a U j PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR W W AND THE CITY OF BOZEMAN FOR Q PREPARATION OF RECORD W DRAWINGS. INFORMATION HAS 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 10,2020-1:09pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Permanent Traffic Control Plans.dwg ©KLJ 2017 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. 3 O W z W W a Q D o STA 13+61 - Q 0 i 20.1'LT REMOVE = r Ex.SIGN = z m BEV RTSS r EPDXY PAINT D L THIS LINE ONLY PROJECTNUD G --------- 16417103 Ey .e° r s . . . . , CD 06/2020 UE IS DATE w w w w �0 w W -- w w o w w w — =>� 2> » _1 _ J 2� ` _1 00 — — —1 +00 "5 0-:, E. PEACH STREETIT + 3 E. PEACH STREET ; E(p) Et F Q T p Kp) E r + FT 13+39 STA 13+68 STA 13+gg STA 14+45 STA 14+98 22.9'RT 23.3'RT 3 30.9'RT 20.6'RT 22.2'RT CD REMOVE REMOVE REMOVE REMOVE REMOVE EX.SIGN EX.SIGN EX.SIGN EX.SIGN EX.SIGN '^ Z Q V z 33 N Ww � z N Z O HmQ o WON z 3 3 25 0 25 50 ~ m Q U � SCALE FEET .z U 0 RECORD DRAWINGS: Q N JUNE, 2020 LV z THESE DRAWINGS WERE a z PREPARED FROM INFORMATION N PROVIDED BY THE CONTRACTOR X W AND THE CITY OF BOZEMAN FOR Q PREPARATION OF RECORD LLJ DRAWINGS. INFORMATION HAS NOT 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 10,2020-1:11 pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Permanent Traffic Control Plans.dwg (D KLJ 2017 NOTES: KLj 1. UNLESS OTHERWISE NOTED,ALL STREET SIGNS SHALL BE POST g MOUNTED PER COB STANDARD �y DETAIL DRAWING 9810-1. 2. SIGNS NOT SHOWN ARE"USE AS IS" UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. z 0 y / 0 d z & & STA 17+36 22.9'LT WV REMOVE REVIEWED ' EX.SIGN l TSS ------------------------- `o :.:• ------------------------- PROJECT NUMBER .. . ___ 16417103 ISSUE— t 06/2020 N ---mot W W W sT -7 sir 1.6 00..1_ » 17+00 F +60 ZEE"(D E() O U) + t LLI STA 16+46 s Z 20.6'RT REMOVE y O EX.SIGN � + CO T IlI V� '9 Z Q Z c i j '9p N W 2 2 Q � LU z o z HmQ JZ W o LL N Z } O O Q� 25 0 25 50 ~ Co Q SCALE FEET U z z U 0 RECORD DRAWINGS: Q U) JUNE, 2020 LU Q z THESE DRAWINGS WERE a PREPARED FROM INFORMATION N PROVIDED BY THE CONTRACTOR X W AND THE CITY OF BOZEMAN FOR Q PREPARATION OF RECORD LLJ DRAWINGS. INFORMATION HAS 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 10,2020-1:17pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Permanent Traffic Control Plans.dwg (D KLJ 2017 NOTES: I 1. UNLESS OTHERWISE NOTED,ALL <0 STREET SIGNS SHALL BE POST MOUNTED PER COB STANDARD DETAIL DRAWING 9810-1. 2. ALL PEDESTRIAN CROSSING AHEAD SIGNS(W11-2)WITH AHEAD K (W16-9P)OR DOWNWARD ARROW SIGNS � (W16-7P)SIGNS SHALL HAVE FLUORESCENT YELLOW/GREEN BACKGROUNDS. STA 4+70 =NE 3. ALL CURB MARKINGS ARE SHOWN z 32.5'LT IN A DARK HATCH BETWEEN THE REFER TO STD > y LLI DTL 2581-1 BACK OF CURB AND THE FLOWLINE 3wu OF THE CURB.ALL CURB MARKINGS ANV 9NINNVd Z NO SHALL BE EPDXY PAINT. ON I W No STA 4+49 I;..; � TIME 4. ALL PAVEMENT MARKINGS SHALL ~ EITHER BE HOT EXTRUDED INLAID R7-1 L(12--X18) ,� I = STA 4+g1 �� Q OR PREFORMED THERMOPLASTIC NEW 60.4'LT Q MARKINGS. l R7-1 R(12"X18") STA 5+45 STA 6+97 NEW 19.0'LT �I STA 6+15 18.0'LT (12"X18") 19.0'LT R7-1A(12"X18") > 5. ALL SHARROW PAVEMENT F NEW MARKINGS SHALL BE PREFORMED a V _ W11-2(36"X36") NEW C� o o=rw W16-9P(24"X12") THERMOPLASTIC. Z = z «I NEW STA 4+48 z�« STA 4+08 30.6'LT - Z ffl 6. SIGNS NOT SHOWN ARE"USE AS IS" ° 18.0'LT R1-1(30"X30") -- —# (n, UNLESS OTHERWISE SPECIFIED BY oRA T R7-1R(12"X18") NEW cc ^^ D-r THE ENGINEER. BEV NEW $E----- :. n ---- ---- - -------- Co REVIEWED., . . 7. ALL NO PARKING SIGN SHALL BE TSS T T T 1 0 —;if O y SET AT A 45°ANGLE.S PROJECTNUMBER STA 4+25.36 ------ T 16417103 7.00'LT 3 0 4+00 5+p 06/2020 -�—- - - - STA 4+36 6+00 S S „ 1.0,RT > -> - STA 5010 E f< < FE E{ I Ef E. PEACH STREET A < <— REFER TO STD STA 5+29.88 DTL O STD < < REFER TO STD 4.50'RT c c DTL 2581-1 E(QL 0)— E(0� _ — E c. .. ;.� c EO STA 3+39 17- _ 19.0'RT STA 4+09 I \N.ChufCh Ave. Sg 0'RT 5 O I-Tl W11-2(36"X36") 18.0'RT E.Peach St. R7-1R(12"X18") p+p W16-9P(24"X12") R7-11-(12"X18") _ NEW = C NEW NEW • ilivarl o M STA 5+02 z I 30.7'RT Z N R1-1(30"X30") O 2-D3 N.Church Ave. Ur 2-D2 E.Peach St. i V Z STA 4+39 NEW t v W < F- z 19.0'RT li/ W W11-2(36"X36") PARKING N Z W16-7P(24"X12") ANY m < NEW M TIME �� W LL w STA 5+00 W O N ON 60.7'RT N >- coo (' 560.9'RT STA4+77 NEW (12"X18") zI' o zs so LL Z_ U R7-1 R(12"X18") 32.8'RT SCALE FEET �//� Z NEW REFER TO STD v 0 DTL 2581-1 2 N U I-- RECORD DRAWINGS: Q z JUNE, 2020 LU zz THESE DRAWINGS WERE a L PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR W W a AND THE CITY OF BOZEMAN FOR Q PREPARATION OF RECORD LLJ DRAWINGS. INFORMATION HAS 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 10,2020-1:18pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Permanent Traffic Control Plans.dwg Q KLJ 2017 NOTES: KLj 1. UNLESS OTHERWISE NOTED,ALL STREET SIGNS SHALL BE POST g MOUNTED PER COB STANDARD �y DETAIL DRAWING 9810-1. 2. ALL CURB MARKINGS ARE SHOWN IN A DARK HATCH BETWEEN THE BACK OF CURB AND THE FLOWLINE OF THE CURB.ALL CURB MARKINGS III III L { SHALL BE EPDXY PAINT. III I ' 3. ALL PAVEMENT MARKINGS SHALL III U III EITHER BE HOT EXTRUDED INLAID z OR PREFORMED THERMOPLASTIC v�-i i - III J W III MARKINGS. J � III Q z III I.I 4. ALL SHARROW PAVEMENT L,I aIII Lu III a I MARKINGS SHALL BE PREFORMED III Z Q I THERMOPLASTIC. III 5. SIGNS NOT SHOWN ARE"USE AS IS" III 1 UNLESS OTHERWISE SPECIFIED BY _e III g L,_;aI THE ENGINEER. III w I1. w III I 6. ALL NO PARKING SIGNS SHALL BE o SET AT A 45°ANGLE. I .1 III G i iIl Ili `� REDo z STA 11+64 r::: I'I�III I o�.I 18.0'LT :: BEV ( w R7-1A 12"X18" ' ' =-- I ll� J :: �:::::: R NEW �::::•: TSS 8 II II '.�`.�:: � �.� ,,. � :::•:::�. PROJECT NUMBER =- FYo:: ------- \\ - --: N,' i 16417103 issUE onTE O o,. STA8+68.11 ii8. d:is is�: 9+0 + STA 9+78.91 E. PEACH STREET F'raJ 4.50'RT - p °� b Z E(o) E(0) 01 F E(o)T o w I�� ill r z III III o I 1 III H00 'I III C Q al III III A 0 N Lu z I ; III III I,I � Nz J III III ;�a".111 III W m W LV O N atS {I } O I(_ III °•- 25 0 25 50 ~ m z •- III III SCALE FEET U III III 2 N RECORD DRAWINGS: Q z Lu JUNE, 2020 W z THESE DRAWINGS WERE d PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR W AND THE CITY OF BOZEMAN FOR Q IIL PREPARATION OF RECORD LLJ DRAWINGS. INFORMATION HAS NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE,ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. TC5 Jun 10,2020-1:19pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Permanent Traffic Control Plans.dwg (D KLJ 2017 NOTES: L// I 1. UNLESS OTHERWISE NOTED,ALL `9� STREET SIGNS SHALL BE POST MOUNTED PER COB STANDARD DETAIL DRAWING 9810-1. 2. ALL PEDESTRIAN CROSSING AHEAD SIGNS(W11-2)WITH AHEAD (W16-9P)OR DOWNWARD ARROW (W16-7P)SIGNS SHALL HAVE FLUORESCENT YELLOW/GREEN BACKGROUNDS. STA13+88 32.5'LT REFER TO STD 3. ALL CURB MARKINGS ARE SHOWN o DTL 2581-1 IN A DARK HATCH BETWEEN THE > BACK OF CURB AND THE FLOWLINE OF THE CURB.ALL CURB MARKINGS SHALL BE EPDXY PAINT. STA 13+72 STA14+04 Q ANe 60.5'LT STA 14+18 •� = 4. ALL PAVEMENT MARKINGS SHALL 60-1 LT 19.0'LT EITHER BE HOT EXTRUDED INLAID 9 ON R7-1 L(12"X18") R7-1 R(12"X18") Q OR PREFORMED THERMOPLASTIC ON NEW W NEW W11-2(36"X36") W16-7P(24"X12") / Z NEW MARKINGS. W STA 14+21 STA 15+18 10.0'LT 19.0'LT 5. ALL SHARROW PAVEMENT w Q NO REFER TO STD W11-2(36"X36") ' MARKINGS SHALL BE PREFORMED o PARKING DTL 2581-1 W16-9P(24"X12") THERMOPLASTIC. ANY t STA13+72 y NEW z `�I STA 13+31 30.5'LT == o���� STA 15+46 6. SIGNS NOT SHOWN ARE"USE AS IS" z == z�« STA 14+48 18.0'LT 18.0'LT R1-1(30"X30") = Z STA 16+49 STA 17+38 UNLESS OTHERWISE SPECIFIED BY INEW .0'LT R7-1A(12"X18") 18.0'LT DRAFTED R7-1A(12"X18") NEW 28.1'LT THE ENGINEER.NEW 7-1A(12"X18") NEW R7-1R(12"X18") BEV EPDXY PAINT R1-1(30"X30") t NEW R1-3P(18"X6") REVIEWED __n ;J. _ THIS LINE ONLY z�aFi -- -- NEW `� 7. ALL NO PARKING SIGNS SHALL BE TSS ��• + _ SET AT A 45°ANGLE. PROJECT NUMBER 1 Nil ,. f . ISSUE GATE STA 13 50.43 � w w w W. w • w 06/2020 1•• STA 13+58 8. 5'LT ► ::.:: 1.0'RT -1 » - - -1 p » - » -15 0 - Z -16+ p - 17+00 +60 eo REFER TO STD STA 16+37.29 STA 17+01 . l STA 14+33.20 -> > > > > > > :o DTL2581-1 ' E, PEACH STREET ' S' ,p '•' 4.50'RT 7.00'LT ; 0.0' N STA 17+01 T r ,-1- E(oo) E ) ° 14.7'RT Z E(°) 0 O v. _` tC In t z E\°l r f` :W STA 12+61 I `moo ]f��Id N. a AVe. STA 14+48 7R7-1L(12�-X18--) +71 :Z 19.0'RT STA 13+31 E.Peach St. 18.0'RT V W11-2(36"X36") 18.0'RT RT '.'.' ' W16-9P(24"X12") R7-1L 12"X18" R7-1R(12"X18") :U ( ) NEW • �' CNEW NEWEW " O l- . H N If ^' STA 16+01 / `: U) . . . . _ • STA 14+02 18.7'RT 111 Q m 35.3'RT W3-1(30"X30") �G O R1-1(30"X30") NEW 0� N 2-D3 N.Ida Ave. �T ,1 ST 9.0'RT 2-D2 E.Peach St. J� �O 1V v Q 0 Z W11-2(36"X36") STA 13+66 W NEW 0 N W Y W16-7P(24"X12") 22.2'RT , LL N Z NEW R5-2(24"NEW Q m Q STA 14+01 W LL W MON 65.3'RT J O N R7-1L(12"X18") �/ W - O C. 25 0 25eo U Z STA 13+73 STA 13+96 SCALE FEET Z 65.5'RT 37.2'RT R7-1 R(12"X18") REFER TO STD NEW DTL 2581-1 ') N RECORD DRAWINGS: Q ~ Z JUNE, 2020 LU W a Z THESE DRAWINGS WERE Q PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR W AND THE CITY OF BOZEMAN FOR Q la PREPARATION OF RECORD W DRAWINGS. INFORMATION HAS NOT ALL BEEN VERIFIED BY KLJ. ALL INSTRUCTIONS (I.E. INSTALL, REMOVE, REPLACE, ETC.)HAVE BEEN COMPLETED&SHOULD BE SHEET CONSIDERED IN PAST TENSE. TC6 Jun 10,2020-1:21 pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Permanent Traffic Control Plans.dwg ©KLJ 2017 KLI STA=5+50.00 4770 4770 GD M aD M V V O n O N N� O� TQ1 N OFFSET:-25.34 r El4763.20 L�u m o w 4760 4760 ORIGINAL EL=47ELL�Eit -T63.39 4753 DESIGN EL=4762.92 4753 _50 -40 -30 -20 -10 0 10 20 30 40 50 w a 0 d z STA=5+13.86 oRnPreo BEV REAE—D SWF PROJECT NUMBER 16417103 4770 4770 ISSUE I—E 0 of r m OFFSET:-25.13 ��� on U ohm Cp El 4763.66 w w~ w~ Lu Lu Lu -4 - Z 4760 4760 0 17 O ORIGINAL EL=4763.64 `�` `p 4753 DESIGN E2 L=4763.58 +4753 r -50 -40 -30 -20 -10 0 10 20 30 40 50 (n M1 O t0 V Z STA=4+11.64 a/ W m Q ~ W O N 4770 N 4770 ~ m O 6 0 5 10 M �U '^ ri SCALE FEET V/ V O� o�U c+J�p W OFFSET:-25.00 cO H- m o a El4763.18 Lu L > RECORD DRAWINGS: Q O JUNE, 2020 LV It OFFSET:-20.00 a V El4763.18 also a76o THESE DRAWINGS WERE PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR Q ORIGINAL ElPREPARATION OF RECORD W 4753 ITDESIGN EL=4763.37 4753 DRAWINGS. INFORMATION HAS 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. XS 1 Jun 10,2020-1:261-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg Q KLJ 2017 � KLJ STA=6+50.00 4770 4770 M N M M (V co ID OFFSET:-25.11 v o`r°U o U o v ELEV:4762.48 N U m m> z w w w w o J J J Tn W 4760 4760 ORIGINAL EL=4762.871-1 4753 DESIGN EL=4762.42 111 4753 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 d L z STA=6+00.00 DRAFTED BEV REVIEWED SWF 4770 4770 PROJECT NUMBER 16417103 ISSUE DATE 06/2020 N _ N m N nj N r OFFSET:-25.74 n 0 o ELEV:4763.02 J J co J Z 4760 4760 0 O ORIGINAL EL=4733.03 L�L p 4753 DESIGN EL=4762.33 4753 r + -50 -40 -30 -20 -10 0 10 20 30 40 50 (0 O 0 O Z r STA=5+71.05 w Lf) m QLU ~ � N WON >- O Z 4770 4770 5 0 5 10 ~ m 0 U a ai SC\LE FEETCo V N N N �^ OFFSET:-35.09 o v o U o N .. _ U) ELEV:4763.00 N> >~ d RECORD DRAWINGS: Q N -4 JUNE, 2020 W 4760 4760 THESE DRAWINGS WERE a 0 PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR U) AND THE CITY OF BOZEMAN FOR Q ORIGINAL EL=4763.24 W PREPARATION OF RECORD 4753 DESIGN EL=4762.60 1 4753 DRAWINGS. INFORMATION HAS -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 10,2020-1:27pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg ©KLJ 2017 ° `% NOTES: KLj 1. SEE INTERSECTION GRADING SHEETS INT2 AND INT3 FOR g STA=7+29.22 SPECIFIC PLAN GRADES FROM �y STATION 7+29.22 TO 11+47.09. 2. SEE INTERSECTION GRADING DETAILS FOR CURB RETURN RADI 4770 4770 AND SPECIFIC CURB GRADES. CCC OFFSET:-25.68 o m o m o ELEV:4763.38 ui v v m a m OFFSET:21.29 N w 7>~ w~ ELEV:4762.87 J J J z O _4 oY. N OFFSET:26.29 > w ELEV:4762.93 � 4760 4760 gj 17 ORIGINAL EL=4762.65 4752 DESIGN EL=4762.75 4752 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 d z STA=7+00.00 BEV REVIEWED SWF PROJECT NUMBER 4770 4770 16417103 ISSUE- 06/2020 04 OFFSET:-25.76 o to o o ID ELEV:4763.52 ui a a m a Co OFFSET:26.15 �O �O ELEV:4763.07 J J J Z 4760 4760 0 N JORIGINAL EL=4762.86 N 4752 DESIGN EL=4762.82 4752 '^ + -50 -40 -30 -20 -10 0 10 20 30 40 50 V, It!, 0 tC Z STA=6+76.67 LU to m Q ~ � N WON ��// >- O Z 4770 4770 0 5 10 LL t: m 0 v F— U H m Cl! SCALE FEET V OFFSET:-38.77 o m o o m W ELEV:4763.09 N 'a 7� �> _ J W RECORD DRAWINGS: Q N 4.11JUNE, 2020 W 4760 4760 THESE DRAWINGS WERE d V PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR Q ORIGINAL EL=4762.87 PREPARATION OF RECORD W 4753 DESIGN EL=4762.68 4753 DRAWINGS. INFORMATION HAS -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 10,2020-1:27pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg (D KLJ 2017 ° `% NOTES: KLj 1. SEE INTERSECTION GRADING SHEETS INT2 AND INT3 FOR g STA= 11+96.73 SPECIFIC PLAN GRADES FROM �y STATION 7+29.22 TO 11+47.09. 4770 4770 2. SEE INTERSECTION GRADING DETAILS FOR CURB RETURN RADI AND SPECIFIC CURB GRADES. m 10 m m m of CD n CD n o OFFSET:-31.01 ui v In v m 0 of v ELEV:4760.09 w >~ w 011 > z IIIJ J J — O o N 4760 -4 " " 4760 w ORIGINAL EL=4760.13 4750 DESIGN EL=4759.88 4750 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 d z STA= 11+47.09 BEV REVIEWED 4770 4770 S W F PROJECT NUMBER 16417103 ISSUE DATE 06/2020 (o m o o� o�U o�U vcO N"SU po OFFSET:-25.80 w > w ELEV:4759.88 J J — 4760 4760 Z 0 M ti ORIGINAL EL=4760.43 11 L�L 4750 DESIGN EL=4760.14 4750 r T_ -50 -40 30 -20 -10 0 10 20 30 40 50 (0 r Z O to UQLU STA=7+43.61 a/ W ti pZ Q WmL N W O N N � } O Z 4770 4770 0 5 10 1`L U m O I� OFFSET:21.34 r SOLE FEET C4 ci ai ELEV:4762.81 V+ CD O<O O O I I I I I _ o 3 0 U o a m OFFSET:26.34 LV N>1 71 1 >~ ELEV:4762.86 N RECORD DRAWINGS: U N J J J JUNE, 2020 W O 476o OFFSET:-25.47 4760 THESE DRAWINGS WERE (L V ELEV:4763.08 PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR U) AND THE CITY OF BOZEMAN FOR Q ORIGINAL EL=4762.55 PREPARATION OF RECORD W 4753 liTMa F. DESIGN EL=4762.66 4753 DRAWINGS. INFORMATION HAS -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 10,2020-1:29pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg (D KLJ 2017 KLI STA= 12+50.00 4770 4770 o o m a v N N w J H w N O 4760 4760 w ORIGINAL EL=4760.05 475071 DESIGN EL=4759.61 4750 -50 40 -30 -20 -10 0 10 20 30 40 50 0 d E E E z STA=12+24.67 DRAFTED BEV REVIEWED 4770 4770 S W F PROJECT NUMBER 16417103 Issue DATe 06/2020 CIDai In OFFSET:-25.07 CD In m o m rn r ELEV:47I I N> t- w J w w 4760 0_ 4760 Z 0 MU o ORIGINAL EL=4760.09 4750 DESIGN EL=4759.74gum 4750 '^ N -50 -40 -30 -20 -10 0 10 20 30 40 50 v+ T" 0 O O ZLU O STA= 12+00.00 N N � m QZ H 4770 4770 W O IN u) 5 0 5 10 ~ m Z m o SCALE FEET °> o o V/ o o o 8 OFFSET:-31.34 ri a m m M = LU ELEV:4760.06 w w~ w N> (n RECORD DRAWINGS: Q N 4760 4760 JUNE, 2020 W O THESE DRAWINGS WERE a V PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR Q ORIGINAL EL=4760.12 PREPARATION OF RECORD W 4750 DESIGN EL=4759.86 4750 DRAWINGS. INFORMATION HAS -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. XS5 Jun 10,2020-1:32pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg ©KLJ 2017 KLI STA=13+00.00 4770 4770 M M O) � OFFSET:-25.78 ELEV:4760.08 N U m F m t- N z w w w o 4760 Up Lul 4760 w ORIGINAL EL=4759.92 4750 DESIGN EL=4759.36 4750 -50 40 -30 -20 -10 0 10 20 30 40 50 0 o E z STA=12+91.61 DRAFTED BEV REVIEWED 4770 4770 S W F PROJECT NUMBER 16417103 ISSUE DnTE 06/2020 M N M CO CD OFFSET:-25.56 N N r UD N .. ELEV:4759.90 w J 4760 Up w, _ 4760 Z 0 U o 14ORGIINAL EL=4759.97 p 4750 DESIGN EL=4759.40 il 4750 '^ M -50 -40 -30 -20 -10 0 10 20 30 40 50 v+ 0 O Z LU STA= 12+64.07 N N Z m Q H 4770 4770 W 0 IN U) 5 0 5 10 I— m Z /H^ U O a M a SCALE FEET v/ 06 V OFFSET:-28.65 N = y LU ELEV:4759.63 N w �w RECORD DRAWINGS: Q N 41 4760 4760 JUNE, 2020 W O THESE DRAWINGS WERE a V PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR Q —±LORIGINAL EL=4760.05 PREPARATION OF RECORD W 4750 DESIGN EL=4759.54 4750 DRAWINGS. INFORMATION HAS -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 10,2020-1:32pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg ©KLJ 2017 KLI STA= 14+17.43 a v OFFSET:24.78 mCO cO ELEV:4758.85 o OFFSET:-26.60 a.v U o v U OFFSET:29.78 ELEV:4758.09 `V w w~ w~ ELEV:4758.91 4760 4760 o 4750 —7O 77M I M RIGINAL EL=4759.08 4750 4748 DESIGN EL=4758.54 4748 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 o E fof z STA= 13+59.40 DRAFTED BEV REVIEWED 4770 4770 S W F PROJECT NUMBER 16417103 ISSUE DATE 06/2020 � rn o o n o U m OFFSET:29.54 OFFSET: n '6 v 00 v ELEV:4759.16 -25.86 c ELEV:4759.08 w w 4760 4760 OFFSET:-25.00 O ELEV:4758.65 OFFSET:-20.00 ELEV:4758.59 ORIGINAL EL=4759.54 `�` 4750 DESIGN EL-4758.94 +4750 'r v+^ -50 40 -30 -20 -10 0 10 20 30 40 50 T" 0 O Z C STA= 13+50.00 N M � m Q ZH 4770 4770 W LL O N u) m N 0 5 10 LL Z FEET v/SCALE 0/H^ U rn OFFSET:-25.44 (,) ELEV:4759.40 00 o o n V cv^ = W ui 'ry �-'rm W w W RECORD DRAWINGS: Q N w J w also 4760 JUNE, 2020 W O 0 THESE DRAWINGS WERE a V PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR C0 AND THE CITY OF BOZEMAN FOR Q ORIGINAL EL=4759.61 PREPARATION OF RECORD W 4750 DESIGN EL=4759.01 4750 DRAWINGS. INFORMATION HAS -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. XS7 Jun 10,2020-1:33pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg ©KLJ 2017 KLI STA=15+00.00 OFFSET:-26.21 d v m v m ELEV:4757.55 >N 4760 w w w 4760 o o 0 w 4750 4750 ORIGINAL EL=4758.29 4747 DESIGN EL=4757.90 4747 50 -40 -30 -20 -10 0 10 20 30 40 50 1 0 d E E E z STA= 14+91.57 DRAFTED BEV REVIEWED SWF PROJECT NUMBER 16417103 ISSUE DATE t+> 06/2020 rn � rn r � n O O OFFSET:-26.66 v m a m L ELEV:4757.51 4760 4760 4 ° Z 0 U o 4750 ORIGINAL EL=4758.37 4750 a/ C 4748lig DESIGN EL=4757.98 4748 L19 '^ -50 -40 -30 -20 -10 0 10 20 30 40 50 v+ T" 0 O Z C STA= 14+50.00 a/ N OQZ Q WON N 5 0 5 10 Z N N r U O SCALE FEET OFFSET:-26.13 v ro V ELEV:4757.98 N> >~ >~ a 2 W 4760 � — 4760 y Hj UpRECORD DRAWINGS: Q N JUNE, 2020 W O THESE DRAWINGS WERE a V PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR Q 4750 ORIGINAL EL=4758.78 4750 PREPARATION OF RECORD W 4748 DESIGN EL=4758.31 4748 DRAWINGS. INFORMATION HAS 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 10,2020-1:33pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg ©KLJ 2017 KLI STA= 16+00.00 cq cT OFFSET:-25.20 o n o n o U uT ELEV:4757.10 d�� m v m n v 4760 j U D m j 4760 J J J z O U) 0 o0 W D, 4750 4750 ORIGINAL EL=4757.15 4747 DESIGN EL=4756.94 4747 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 d E E E z STA= 15+59.34 DRAFTED BEV REVIEWED SWF PROJECT NUMBER 16417103 Issue DATe N N 06/2020 OFFSET:-25.29 m o m Ul Ul ELEV:4757.57 �a3 Sv0 s�U ry� 4760 W U >~ W t- 4760 w oM Z 0 U o 4750 4750 ORIGINAL EL=4757.73 p 4747 DESIGN EL=4757.33 4747 'r^ tC -50 -40 -30 -20 -10 0 10 20 30 40 50 v+ T" 0 O Z C Lo STA= 15+50.00 a/ N OQZ Q WON 5 0 10 ~ m Z N M H O I- r SCALE FEETLID o�U 4760 OFFSET:-25.20 N>.rn >~ >~ N > 4760 2 W ELEV:4757.57 y 41 , 4 o RECORD DRAWINGS: Q N JUNE, 2020 W O THESE DRAWINGS WERE a V PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR 4750 4750 AND THE CITY OF BOZEMAN FOR Q ORIGINAL EL=4757.82 PREPARATION OF RECORD W 4747 DESIGN EL=4757.42 4747 DRAWINGS. INFORMATION HAS -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. XS9 Jun 10,2020-1:34pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg ©KLJ 2017 KLI STA= 16+86.30 N p N W UD 6 o V7 4760 �v� Svv 4760 OFFSET:-35.00 > >~ w~ N ELEV:4755.96 ° z 0 ' w 4750 4750 ORIGINAL EL=4756.44 4746 DESIGN EL=4756.27 4746 -50 -40 -30 -20 -10 0 10 20 30 40 50 0 o E z STA= 16+76.24 DRAFTED BEV REVIEWED SWF PROJECT NUMBER 16417103 ISSUE DATE N N 06/2020 OFFSET:-35.00 m ELEV:4756.06 0 0) o I U o V r 4760 a v v a 4760 J w J J Z 0 4750 4750 U M ORIGINAL EL=4756.46 00 4746 DESIGN EL=4756.33 --1 4746 '^ cc -50 -40 -30 -20 -10 0 10 20 30 40 50 v+ T_ 0 O O Z O STA= 16+50.00 a/ N OQ ZQ WON 5 0 5 10 I— m Z OFFSET:-25.10 �c Cl! ~ U O �o SCALE FEET U ELEV:4756.39 0 o m U o V () 4760 a 4760 = L!I N H N ' J J J 11 v' RECORD DRAWINGS: Q N JUNE, 2020 W O THESE DRAWINGS WERE a V PREPARED FROM INFORMATION 4750 4750 PROVIDED BY THE CONTRACTOR AND THE CITY OF BOZEMAN FOR Q ORIGINAL EL=4756.62 PREPARATION OF RECORD W 4746 DESIGN EL=4756.47 4746 DRAWINGS. INFORMATION HAS -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 O Jun 10,2020-1:35pm-K:\Projects\City\MT\Bozeman\16417103 E.Peach St.Reconstruction\Cadd\Record Dwgs\Construction DWGS\Grading-Peach-BEV.dwg ©KLJ 2017