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HomeMy WebLinkAboutTWINID_0898GA_02_TRANSPORT_SPOT_PERMIT_REV0 1 • • ' • • 1 . WIM e_ te!r Dr r o .__ - _ - � V L.Uf1COr(111@3 Way uA 0rt F r�/��p�y i.� • , �+ "' lb tp y , MA Yl f il�� �,��i t - 0- - TIT Nee F - �• - - - - _i 71ri"ls�' w r S hi 0 r- _ - _ it Ilk do A is Rusty —t OK- Cp , ' � ti��.�� , ` .� �f � �1.-r.,1� �3�ir. f� �•:. b � • • •lam 'Yr i"SAW or r. j •t t . • A rRRt- - - , Fo i a►A. l MM& TDS PERMIT LOCATION MAP 0 D1G G. Dig Line,Inc. 811 or 800-342-1585 START PROJECT • • TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT TWIN FALLS ID 42.57159085 /114.45062170 = MATERIAL DESCRIPTION QTY ACTUAL db • -A Ilk 40 ALL- I U t M co O N V N Z w riLso ��. O d T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.com 3 a REVISIONS 0 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION f' PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -006 N r Z NEW UNDERGROUND 4,1 13' SHEETS: C01 -006 EXISTING UNDERGOUND 01 SHEET: SCALE NI o SIZE B SHEET: NITS TOTAL FT 4,1 13' SIZE D SHEET: NTS 0,00 0 TOTAL MILES 78 SHEET A02 OF A03 Z 3 FILE NAME:TDS_TWINID_0898GA_02 DIGUf IC Call Beloie You D/g! TABLE OF CONTENTS Dig Line,Inc. 811 or 800-342-1SBS DWG NO. SHEET NAME T W INID_0898GA_02_TRANSPO RT_SPOT_PERMIT A01 COVER SHEET TWIN FALLS,ID . ..................... ............................................................................................................................ . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . ..................... ............................................................................................................................ . A03 TABLE OF CONTENTS . ..................... ............................................................................................................................ . 1301 CONTACT SHEET . ..................... ............................................................................................................................ . B02 GENERAL AND PERMIT NOTES . ..................... ............................................................................................................................ . B03 SYMBOLS KEY . ..................... ............................................................................................................................ . CO1-006 CONSTRUCTION DRAWINGS . ..................... ............................................................................................................................ . D01 GENERAL CONSTRUCTION DETAILS . ..................... ............................................................................................................................ . D02 AXS HH COVER DETAIL . ..................... ............................................................................................................................ . D03 AXS 400 H H DETAIL . ..................... ............................................................................................................................ . D04 AXS 500 H H DETAIL . ..................... ............................................................................................................................ . D05 AXS 900 H H DETAIL . ..................... ............................................................................................................................ . D06 CHARLES 101 - 8"X7' PEDESTAL . ..................... ............................................................................................................................ . D07 CHARLES 104 - 12"X1 1" PEDESTAL . ..................... ............................................................................................................................ . D08 TFSD-301 TYPICAL TRENCH . ..................... ............................................................................................................................ . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . ..................... ............................................................................................................................ . D10 SD-304 GRAVEL ACCESS ROAD . ..................... ............................................................................................................................ . D1 1 TFSD-306 UTILITY TRENCH . ..................... ............................................................................................................................ . D12 SD-307 BORING AND JACKING DETAILS . ..................... ............................................................................................................................ . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . ..................... ............................................................................................................................ . M D14 TFSD-802 TYPICAL RURAL STREET SECTION . ..................... ............................................................................................................................ . N D15 TFSD-803 TYPICAL PAVED ALLEY SECTION f . ..................... ............................................................................................................................ . Z D16 TFSD-805 STANDARD CUL-DE-SAC E01........... .. .............................................................................. . TRAFFIC CONTROL PLANS COVER LSO N . ..................... ............................................................................................................................ . ° E02 TRAFFIC CONTROL PLANS LOCATION MAP � ............................................................................................................................ . T: (207) 591-6427F: (207) 772-3427 . ..................... 3 E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . ..................... ............................................................................................................................ . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS ...... ............ ............... ....... ...................................................................... DATE DESCRIPTION INITIAL LL' E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 02/17/23 INITIAL SUBMISSION P, �I . ..................... ............................................................................................................................ . 0-1 E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . ..................... ............................................................................................................................ . o E07 HALF-ROAD CLOSURE MULTI-LANE E08WORK ON PARKING LANE. ...... .......... ....... ......................... . ........................................................................................ . SCALE . E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS Q . ..................... ............................................................................................................................ . SIZE D SHEET: NTS 00 00 SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898GA_02 DIGUM Call Before You Dig! CONTACT SHEET Dig Line,Inc. 811 or 800-342-1SBS ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT T I LS O N: TW INID_0898GA_02_TRANSPORT_SPOT_PERMIT TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334 (OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 v Jon Finseth Category Manager Contracts 608-664-4067 ' N 0 N Stacie Woodworth Director-New Market Development 608-664-5226 v Z Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT O w Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N OOn a Mission c' Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F.- (207)772-3427 ai linPoOttleontech.com 3 Joshua Camacho Network Specialist l-OSP Engineering 719-679-2507 OTHER REVISIONS O Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL U LLI 02/17/23 INITIAL SUBMISSION PF ~I Brian Thomason Manager-Network Engineering 785-477-8582 O to 'I Bob Perkins Director-New Market Implementation 218-568-2112 O cL Jim Scibelli Manager-Field Services 208-996-2755 Z a� Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE 041 SIZE B SHEET: NTS �I Todd Naylor NS-1-Route Acquisition 541-797-0539 a SIZE D SHEET: NTS co co SHEET B01 OF B03 0 Z FILE NAME:TDS TWINID 0898GA 02 DIGWIC Call Before You Dig! GENERAL NOTES Dig Line,Inc. Bll or 800-342-1SBS CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 02/17/23 TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN*FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS N LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE o MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A N THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED Z 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE C CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N c w REPLACE FULL PANELS TO THE NEAREST JOINT Q 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com 3' COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS o AFTER POURED. a ASPHALT: REVISIONS p 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT �I MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 02/17/23 NITIAL SUBMISSION PF 0 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN a- THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER O BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION EL z 3008.800'S STANDARD DETAILS. < 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT o HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS Q INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN 0 AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SIZE D SHEET: NITS co co SHEET B02 OF B03 0 Z FILE NAME:TDS TWINID 0898GA 02 SYMBOLS KEY DIGUM Call Before You Dig! EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONDUITSCHEDULE Bll or 800-342-1SBS EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT z 11 z z z z z z z DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT U/E U/E DB(2)1" DIRECTIONAL BORE (2)1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C______ :] DB(3)1" DIRECTIONAL BORE (3)1" EXISTING UNDERGROUND OIL —CIL CIL DIRECTIONAL BORE CONDUIT —DB —DB DB(1)1.25'' DIRECTIONAL BORE (1)1.25" FUTURE DIRECT BURY 1 F DROP FIBER DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT EXISTING OVERHEAD ELECTRIC —OE of DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT —DB— �na� MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —Ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —SD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD — EXISTING UNDERGROUND WATER —V`� W CENTERLINE C/L —C/L RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) m PROPERTY LINE — — — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL C12 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) v FOSC 450 N WATER METER(WM) 19 N CAPPED CONDUIT v SEWER VALVE(SV) lJ SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER C TIL S0N STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , On a Mission O CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 EXISTING GAS LINE , tnPoOtIsontech.com 3o CULVERT(CUL) >—< EXISTING POWER LINE , REVISIONS U GAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE , DATE DESCRIPTION INITIAL LL 02/17/23 INITIAL SUBMISSION PF �I GAS VALVE(GV) ®O EXISTING SEWER LINE , -I GAS METER(GM) EXISTING WATER LINE , CL UNKNOWN MANHOLE(UMH) OO z Q UNKNOWN HANDHOLE(UHH) n SCALE NI Q UTILITY POLE(UP) SIZE B SHEET: NITS SIZE D SHEET: NITS co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898GA 02 NOTES: DIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE eee.eee.eee.eee. FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER -J I SD STORM DRAIN I E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT �* �+ ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TWIN FALLS HIGH SCHOOL _ ® LIGHT POLE TRANSFORMER A 0+00 I O$ SEWER MANHOLE © GAS MANHOLE EXISTING 900 AXS HH AT ® SEWER VALVE ® GAS VALVE 042.57159085,-114.45062170 IF PLANNED STRUCTURE TRAFFIC SIGNAL � GAS METER (SEE DFN:TWINID_0898GA_02) I I © COMM MANHOLE ® WATER VALVE IS NOT YET INSTALLED, © COMM HANDHOLE (Zf HYDRANT CONTRACTOR WILL INSTALL STRUCTURE. -- SEE DETAIL#3000-000 ® COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:Y p QD DRAINAGE MANHOLE Cl L>UTILITY POLE Of ® CATCH BASIN CULVERT • 3 - 16'xl 6'TDS EASEMENT Dom rr s A 0+09 • y— Falls Ave i 2 San Iarue Ave \ Z Can I I � • I � atla Dr Rancho Nue Dr J Z Stadium BI J ylo z c oc.—d.Way 0 3 n s -d R > S > u cl o � f A 0 1 Fier O filer Av K—ry c, Ki 1 .Zl I poy oDr na E Ave E a u E F C nloerea y i Shgq Ave E L:469' DB(1)1.25" Signd Ave ,� 5 Addison Ave E O PREPARED FOR: • 46 ETILSON T:(207(591-6427 F:(207(772-3427 info@tilsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION PF 3 : ' I i SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C01 OF C06 0 NOTES: DIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ................. FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 1 W WATER MAIN SEWER SD STORM DRAIN E POWER LINE ELECTRIC HANDHOLE O ELECTRIC VAULT METER ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lul TRANSFORMER 3— - LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE 3 ® SEWER VALVE ® GAS VALVE Z TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT Q ® COMM PEDESTAL WATER METER _ QD DRAINAGE MANHOLE �)UTILITY POLE J ® CATCH BASIN CULVERT �1 oo,a o-s Falls Ave i Zt — M/ M/b M/b M/N San arue Ave Cdoeda Dr Rancho vhre D. • 2 Stadium 8I1 m _ 2 c5cg ordia Way 6 3 • z >Lu • R/W = A .I O filer Av r ` A 4+69 PLACE NEW • A 7+87 PLACE NEW S® "°'ry o Ki 22"OX21"AXS 500 HH AT 3 22"OX21"AXS 500 H H AT O a,. °D' m 042.57032821,-114.45060460 042.57033088,-114.44942500 "'a s P w ACCESS POINT ID:#3000-001 ACCESS POINT ID:#3000-002 8 O GR/GB:Y/ISO:Y _ GR/GB:Y/ISO:Y10 = W UC Nllier�t Y O a Ot `,qnd Ave 5 o ,on Ave PREPARED FOR: t z �- ETILSON ♦ • ?i / / T:(207(591-6427 F:(207(772-3427 \ I info@tilsontech.com / REVISIONS DATE DESCRIPTIONINITIAL 02/17/23 INITIAL SUBMISSION PF AL SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF CO2 OF C06 0 NOTES: DIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ................. FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER M STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE 0 , O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE I I TRAFFIC SIGNAL GAS METER Lu Q © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT O z ® COMM PEDESTAL Q WATER METER U I O DRAINAGE MANHOLE l_L>UTILITY POLE ..�� ® CATCH BASIN >—<CULVERT D ,L*S �T _ �S Ave i 2 M/21 S-L—e A- _ z Can f V Ra.&.v14 U , z Sadium Blvd _ M 6 o`Concoidia way M 3 r P q z > W W s W DB— DB DB W R/W R/W _ R/ W 9a = A Fder '^ v V/ \ \ V/ K��ry c, Ki A 12+0 1 PLACE NEW A 14+08 PLACE NEW o,^_ dDr O DB 1L 1 25" 14"OX24"AXS 400 LT DUTY HH AT L:200' 14"OX24"AXS 400 LT DUTY HH AT L:199' O y'4 c P .� 042.57032496,-114.44786260 DB(1)1.25" 042.57032298,-114.44711960 ACCESS POINT ID:3000-003 ACCESS POINT ID:3000-004 ° U \ GR/GB:N/ISO:N GR/GB:N/ISO:N = p Hloc eK y E Sqnd Ave 5 o \ I Addison Ave E \ / I PREPARED FOR: � \ T ETILSON • /� \.;G/ T:(207(591-6427 F:(207)772-3427 \ _ info@tilsontech.com F REVISIONS \ DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION PF i \\ `Mja_ _ M/Nz \ Riw /l SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HEY OF C06 0 NOTES: DIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ................. FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER M STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER Q LIGHT POLE O SEWER MANHOLE © GAS MANHOLE LuLLI ® SEWER VALVE ® GAS VALVE iA \ CID \ TRAFFIC SIGNAL GAS METER Lu Z © COMM MANHOLE ® WATER VALVE _ Q © COMM HANDHOLE HYDRANT Z ® COMM PEDESTAL `P WATER METER (n L QD DRAINAGE MANHOLE Cl_L>UTILITY POLE ® CATCH BASIN CULVERT Dora D s $O Falls Ave i S San Iarue Ave M/8 M/8 -- M/8 M/8 M/21 M G"an� w 1 � etla Dr Rancho vh,e D. U — — U z Sadium 811 A _ z o '5concoidw way L G 3 C Y P i w �Q: w 0 2 DB F'ler ilex Av— 9 = o A 17+91 R / — U) Q A 16+07 PLACE NEW L:87' A 16+94 PLACE NEW �f A 18+61 O oO'Ow ^ dor E 14"fdX24"AXS 400 LT DUTY HH AT DB(1)1.25' 22"OX21"AXS 500 HH AT A 18+03 L:665' , E a t F 042.57032101,-114.44638070 DB(1)1.09 042.57032298,-114.44605740 +48 DB(1)1.25" W ACCESS POINT ID:3000-005 ACCESS POINT ID:#3000-006 C Hllicrrt Y GR/GB:N/ISO:N GR/GB:Y/ISO:Y v U Q shag Ave E n � ..qnd Ave 5 0 1990 z :on Ave E 0 PREPARED FOR: Lu ETILSON t— T:(207(591-6427 F:(207(772-3427 info@tilsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION PF M/Ia IT II— SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV PF C04 OF C06 0 NOTES: DIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ................. FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER —M STORM DRAIN E POWER LINE _ S ` • IL ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE R W — TRANSFORMER LIGHT POLE LLLJJJ — O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE O TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE /n © COMM HANDHOLE HYDRANT Q ® COMM PEDESTAL WATER METER W _ QD DRAINAGE MANHOLE �)UTILITY POLE Z of ® CATCH BASIN CULVERT ODora D s /I Falls Ave i Zt / = San L—e Ave M/a l0 Cadada Dr Rancho Nate UU Z Sadium 811 _c = o`CaKoidia way 6 3 y. w —I I.. w >g u m w M W w W = Fier O filer Av D U) W R/w R W _ U� o .—Yo R, Q A 23+60 PLACE NEW �� A 25+a5 U/E R/—� U/E R/1Y O oy a L o o D, o 22"OX21"AXS 500 HH AT L:347'" r 042.57031706,-1 14.44363940 DB(1)1.25" A 24+73 ACCESS POINT ID:#3000-007 � GR/GB:Y/ISO:Y A 24+94 5'UTILITY EASEMENT U U nmc ex y L TWIN FALLS COUNTY L r i DOC#:1992007501 r E — �,qnd Ave 5 T i A 27+07 PLACE NEW A 28+17 PLACE NEW Addison Ave 14"(dX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT i I PREPARED FOR: 042.57000685,-114.44272221 042.57000578,-114.44231095 ACCESS POINT ID:3000-008 ACCESS POINT ID:3000-009 GR/GB:N/ISO:N GR/GB:N/ISO:N A 26+36 ETILSON • _ — � � DB n DB 3 n _ T:(207)591-6427 F:(207)772-3427 I . _ info@tilsontech.com L:126' REVISIONS DB(1)1.25" DB(1)1.25" DATE DESCRIPTION INITIAL r=' 02/17/23 INITIAL SUBMISSION PF SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C05 OF C06 0 NOTES: DIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ................. FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN • E POWER LINE IL ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET \ ® ELECTRIC MANHOLE R/W T— LIGHT POLE TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER • `� © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL l91 WATER METER @ DRAINAGE MANHOLE A 34+01 PLACE NEW I A 37+58 ® CATCH BASIN CULVERT POLE VER 14"OX24"AXS 400 LT DUTY HH AT L;2g I EXISTING 500 AXS HH AT 042.57045816,-114.44139080 DB(2)1,25" 042.57043248,-114.44006582 Dom o-S ACCESS POINT ID:3000-013 IF PLANNED STRUCTURE GR/GB:N/ISO:N J (SEE DFN:TWINID_08981A_03) Falls Ave iary L:329' IS NOT YET INSTALLED, San le Ave A 34+29/A 33+78 DB(1)1.25" ��y CONTRACTOR WILL INSTALL STRUCTURE. 5 SEE DETAIL#1000-015 Ln M/b b M/2! - GR/GB:Y/ISO:Y ? Cadada Dr Rancho Nate Dr U I M/� M/N D 0B M z Sadium81ti - = m '5concoidia Way ♦ • q 3 K _ z -t LU �P "a W Fier e,q �2 o �,/J Ki T--/IN R/W W / R - R/W U W / R W- s y a 15'UTILITY EASEMENT & n TWIN FALLS COUNTY 5'UTILITY EASEMENT ' U TWIN FALLS COUNTY DOC#:1992007501 DOC#:1992007501 shop A-E n L:1 69' I I Sig id Ave 5 A 30+39 PLACE NEW DB(1)1.25" e 14"OX24"AXS 400 LT DUTY HH AT Addison Ave 042.57000047,-114.44148924 r PREPARED FOR: ACCESS POINT ID:3000-011 A 31+49 PLACE NEW GR/GB:N/ISO:N I 14"OX24"AXS 400 LT DUTY HH AT 042.56999492,-1 14.44107798 L:96' ACCESS POINT ID:3000-012 DB(1)1.25" GR/GB:N/ISO:N ETILSON DB —__ T:(207)591-6427 F:(207)772-3427 info@tilsontech.com A 29+43 PLACE NEW L:56' 14"OX24"AXS 400 LT DUTY HH AT L:89' DB(2)1.25" I REVISIONS 042.57000334,-114.44184430 DB(1)1.25" A 32+05/A 30+96 ( DATE I DESCRIPTION INITIAL ACCESS POINT ID:3000-010 _ I 02/17/23 INITIAL SUBMISSION PF GR/GB:N/ISO:N c m - SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C06 OF C06 0 GENERAL CONSTRUCTION DETAILS DIGU , Dig Line,Inc. Bll or 800-342-1SBS TW INID_0898GA_02_TRANSPORT_SPOT_PERMIT TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL (TYP.) ='.'` ::• ••;: ,:_.:.Y:;.;::::::',•::: `.r'.?�> 6"MIN. EXISTING GRADE ;r s';t;1 '•'.::•L�:•,;•;:: ::i+•w.".�. ?:'.ti. EXISTING GRADE t r. ^}, -r,;' ;• i. r ' EI I—I I—III—III—I �I I�I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1II�IMIIMIIaII—II III—III—III�II= FINISHED GRADE BURIED CABLE HH IN GRASS —III—III=III=III=II-III�II=II III— REFER TO TFSD-306 loll=ll�lll ll� � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 1I- -41I—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN I—I I=I I I—I I I—I I El I M I I—I I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO M� Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 1-III—III—I 11=I I I—�I DETAIL I; =III—III—I�II�I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED I —III=I I I i &FIBER OPTIC CABLE 'I�I II�—I I I 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA O U O U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE v 2 2 N BORE DEPTH FILLED WITH BENTONITE SLURRY o _ —1 1 I—_=I__ z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -I I I—I I—I I I—I I I I El I M I—I I M I I—I I I:w- 446�� v O 3'MIN AND TYP.DETAIL F 4"DIAMETER BORE HOLE '�I I—III—I I�I—I I�I I I—III—I I�I I= N Q 0 24"MIN. 0 I—III—III—III I—�' z > C J G G -III—III—III—I 11=1 I I—I 11=1 1= �=III=III�II=I I�n I=III—I I� T I L 5 0 N - 30"MIN. II—II �2 — MI U REFER TO On a Mission a .I I--III—IIIII--I I�I I�—II I�I�I II ICI I—II—I II I—II—I I= CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 > ANY NUMBER OF INNERDUCTS 1=I I I—III=III—III—I DETAIL I tnPoOtilsontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; 30 SD S SS &FIBER OPTIC CABLE —I I I=III—III= `—I I I I I�I I _ _ REVISIONS > 24"MIN. 24"MIN. 1 ff ff1 U _L _L 'I III— —I DATE DESCRIPTION INITIAL �I U U i II4III—III—I 02/17/23 INITIAL SUBMISSION PF IIEIIMII- 0 ALIGNMENT STATION(FT) 25 I I I�I I I- 4"BORE HEAD. —III CONDUIT AS SPECIFIED NI (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR O (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& z CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE Q FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE �I (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING o GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE O (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES,co SIZE D SHEET: NTS TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DO1 OF D16 co (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898GA 02 DIGli IC AXS HH COVER DETAIL 0 Dig Line,Inc. B11 or 800-342-1SBS TWINID 0898GA 02 TRANSPORT SPOT PERMIT TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ♦ ♦+♦ ♦+ ♦♦ +', ♦♦� F♦♦ ♦� F♦ 080.00 D N 0 N DETAIL A z SCALE 1 : 1 0 w TILSON OOn a Mission ii T: (207)591-6427 F: (207)772-3427 ai InfoOtIsontech.com THIS DRAWING AND THE COPYRIGHT DRAWN:A DU TOIL a'a""^�No. THEREOF IS THE PROPPERTT OF NIAA AND M4A-AXS-40OR-ASSY-TDS REVISIONS p MAY NOT BE COPIED WHOLLY OR IN DATE DESCRIPTION INITIAL LLI PART,AND THE CONTENTS THEREOF MAY CHECKED: DIOWRID T111!' 02/17/23 INITIAL SUBMISSION PF �I NOT BE DISCLOSED TO ANY THIRD M4A-AXS-40OR-ASSY-TDS 0 PARTIES WITHOUT WRITTEN CONSEIIT_ DATE• 14/10/2020 N I O +� MAI1HaFUAFRICA SCALE(A3): 1:6 z 21>1 513 60 1 06/07 Q EvERITE FACTORY PREMISES,HEDELBERG SCALE NI ROAD(12550),KLIPRIVER 1871 �I SIZE B SHEET: NTS PO BOX 672 KUPRIVER 1871 MIDVAAL,GAUTENG — SIZE D SHEET: NTS co -EL-+27 1 1 408 7023 OUR PRODUCTS BUILD NETWORKS o MAIL'irfo6maa.00�a SHEET D02 OF D16 0 Z FILE NAME:TDS TWINID 0898GA 02 AXS 400 H H DETAIL 0 ° ng Dig Line,Inc. B11 or 800-342-1SBS TOP VIEW: TW INID_0898GA_02_TRANSPORT_SPOT_PERMIT - PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A - - 4 O - 450.00 RIGHT VIEW: m a • ^99.02 I G N 0 N rl w TILSON OOn a Mission T: (207)591-6427 R (207)772-3427 3' SECTION A-A o,o rac= � TMDRAVI(NCs ArJD THE CO�RiGMr tnrootnaontech.com T DRAWN: A Du Toit �e TMEREOF 13 THE PROPPERTY OF LIteA Ar10 M4A-AXS-400R-ASSY REVISIONS 0I m 405 38 MAY NOT Of COPIM IMMOLLY OR v DATE DESCRIPTION INITIAL PART,AND TMECOfdTEld '"NEW MAY CHECKED: OmwirgMe: 02/17/23 INITIAL SUBMISSION PF NOT K M4o A-AXS-40OR-ASSYPARMWn"OIJTWRl _ NI DATE: 17/W/2020 o MANr10 LESAAFRICA Z 2o15so1oa�7 SCALE(A3►: 1:6 � EVERrM PAC PREIJ=..mFj0eLDERG SCALE 041 ROAD(R&WI.RUPR V ER 1871 �I PO BOX 672 XLIP91VM 1871 SIZE B SHEET: NTS MIDVAAL.C-AU71Eh G • — SIZE D SHEET: NTS Co I P00 7� SHEET D03 OF D16 oI MAIL�nfeAn.ae.ceae 0 Z FILE NAME:TDS TWINID 0898GA 02 DIGllIfIC AXS 500 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS EXPLODED VIEW LID BASE TWINID 0898GA 02 TRANSPORT SPOT PERMIT BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL e 021.54 e 21.89 h PHOTO RENDER 21.89 A.� 19.69 I N N 0 N N o - 20.79 19.69 20.�9 TILSON O DIMENSIONS W INCHES On a Mission T: (207)591-6427 F: (207)772-3427 3- R.99 THIS DRAWING A1aD THE COPYRIGHT DRAWN:A Du Toif Dr�'ving rloc mrcocna0nlech.com 6 'THEREOF IS THE PROPPER1r OF M4A ANC M4A-AXS-SOOR ASSY MAY NOT BE COPIED WHOLLY OR IN REVISIONS o PART,A10 THE CCtr,S-CS THEREOF MAY CHECKED: Dra Ang'Tflle. DATE DESCRIPTION INITIAL LLI 140 BE DISCLOSED TO ANY THIRD 02/17/23 INITIAL SUBMISSION PF -I PARTIES WITHOUT WRIT, CO?(SENT. rMR AXS CHAP118ER REV�1 o DATE: 12/08/2020 N I 'I MA41-IOLES4AFRIC^ SCALE(A3): 1:7 ° T 2015/360106/07 \ _\ z A SECTION A-A EVERITE FACTORY PREMISES,HEIDELBERG �2'� ROAD(RSM),KUPRIVER 1871 SCALE Le NI 021,89 PO BOX 672 KLIPRIVER 1871 Q MIDVAAL,GAUTEIIG _ SIZE B SHEET: NTS c� 'EL:+27 11 90.3 7023 OUR PRODUCTS BUILD NETWORKSSIZE D SHEET: NTS MPJL 11fo0m*o.00m SHEET D04 OF D16 co Z FILE NAME:TDS TWINID 0898GA 02 DIGILwfW AXS 900 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS 0903 0610 0 0558 M M SECTION fi—A TWINID 0898GA 02 TRANSPORT SPOT PERMIT TWIN FALLS,ID E s-- KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL U401 \_... DEEP MEDIUM DUTY ICT ACCESS POINT, - - -- — �- '- -- -� MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS, FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO- 0070-CIV-002-ASS �•.. ALL OTHER DIMENSIONS AND MATERIAL - I SPECIFICATIONS SEE THE RESPECTIVE PART _ DRAWINGS AND 3D PART FILES, i CAD FILE REFERENCE 0057-CIV-002-ASS. I _ CONFORMS TO THE MEDIUM DUTY (MD) REQUIREMENT OF 40 kN ACCORDING TO SANS 1882 2003 I N FF �!yT1 _ O Q C20-+� + YY I I�j `'- f (<�- \� 0 -ffill . . . 0900 _ 0971 N � v SLACK �1 z ` BRACKETS C I o f 050 DRAINAGE T I L S O N KNOCKOUT On a Mission a q -Lfj - r--- - T.- (207)591-6427 F: (207)772-3427 - - InPoOtIsontech.com DOME "3 '�• - CLOSURE "* REVISIONS 0 1 BRACKETS 1 = � DATE DESCRIPTION INITIAL 1O 02/17/23 INITIAL SUBMISSION PF -I I 0\ 19 O \ DRAWN: KHSCHMITT 900 R MD o Civilworks rou 0 • I- CHECKED: 0- RE ESS 5 DEEP J 500 MM DIA x 900 MM DEEP, FOR ID TAG DATE 2018-0W112 MEDIUM DUTY ICT ACCESS SCALE o P_0.BOX672,KUPFMP,IS71 SCALE: POINT SIZE B SHEET: NTS ZVEMM PIPES FACTORY PF:EMSES Q 990 r1BOELBERGItow,KUPR1vER SIZE D SHEET: NTS C� GAAJTENG,SOIIfHAFRICA TH6OFIAV0 AND OOPAWITBW4N• MO►HtTYOFCML�wAK, 00 SECTION B-B TH01190370s52��3,0119037CO2 wowY�ot�c wo►rratty►per,AlomalumasTmw'0#""y SHEET D050FD16 co NE3;fT'�ooltYe'vowirraal.coCp>I .1a lgT�lOML{A�10AMYnMONYtnfs MMtN0Yt 011R iIMrRBI COM�fl1t. 0 Z FILE NAME:TDS TWINID 0898GA 02 CHARLES 101 - 8''XT PEDESTAL 0 °wuln g Dig Line,Inc. 811 or 800-342-1SBS TW INID_0898GA_02_TRANSPORT_SPOT_PERMIT TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 . 5 INSIDE I e • • INSIDE ,,-PADLOCK.• HASP 1 i r I i Q N z c TILSON On a Mission C — a T: (207)591-6427 F: (207)772-3427 InfoOtD9ontech.com 3 a a REVISIONS > O DATE DESCRIPTION INITIAL U 02/17/23 INITIAL SUBMISSION PF I 0 N I tY 0 a- Z Q SCALE N o SIZE B SHEET: NTS " RANING rfl. IS EET: NTS IE SIZE DSH yPREY. SHEET D06 OF D16_ A'0I hom les. I IHOI I - I IQQp I / TNIS IS TIE'kYE'T'OF CXLTLES IM;USTTIE7 LTD. 4p ST LI•CI DF SRIE .18j FAO 101H01 I-11040 P SHEET I 0{ I Z 1E14 NpCEp. cp•IE.ON J$E I.,R M�•E•IETII�E:T.I TC THFI• I.fE•lTS FILE NAME:TDS TWINID o898GA o2 3 - - - CHARLES 104 - 12''X1 1 " PEDESTAL 0 °wun g Dig Line,Inc. 811 or 800-342-1SBS 12 . 00 TWINID_0898GA_02_TRANSPORT_SPOT_PERMIT N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL " I IDE I1��,1 i111 `� _---- LOCK I NG -�-_ ------ ---- - - `t HASP I I I I 22 , 00 I 38 . 08 I I11 V M M N O N N 10 . 00 Z 0 w TILSON OOn a Mission d T- (207)591-6427 F- (207)772-3427 InPoOtIsontech.com 3 REVISIONS O U DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION PF 0 �I I 21 . 37 SCALE . 150 0 CL z I SCALE ~I SIZE B SHEET: NTS (D Q a�er.ne>tac DRAWING NO. I �� c I;E ISS SIZE D SHEET: NTS o I �7v ' M � 10 4 H 0 I I - I I 0 0 0 W P �E SHEET D07 OF D16 9 TXIE Is TIE r"PERTY Sf twus ImpiMlEs LTo r.W AkLL W e[ >XJa 125 GAD FIEFI�I HT III I-I I Z AEIRCO,CE.. [O+IEO Cs u1ED I-—r-h-Eo DETII-E""T-L T6 THEIR IrTUCTS. -�` SHEET 3 FILE NAME:TDS_TWINID_O898GA_O2 TFSD-301 TYPICAL TRENCH MUM Call Before You Digp Dig Line,Inc. 811 or 800-342-1SBS 2 14 T W INID_0898GA_02_TRANSPO RT_SPOT_PERMIT 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 000 SUBGRADE OR J0 00 O 0 0 o NATURAL GROUND 1 1 \O I VERTICAL WALLS O ALLOWED WITH o 10 j 0° PROPER SHORING O //\\� \ O` OR LESS THAN 5' �0 �\�' LEGEND \3 o /\\, o /y O` 12 3o \/ � 6 O CUT BACK, 12" MINIMUM. 0 O 0 / o \ O O J 00 � O2 SURFACE REPAIR WIDTH, 6' MINIMUM. N j o O EXISTING SURFACE. F C o j w w =o \\ ® EXISTING BASE. o 00 13 a o � � < 0 � O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w= '3 5\ Oo 15 ° / 7 w z ¢ /\ 0 0 J Oo © TRENCH BACKFILL PER SECTION-306. o00°0 00° 0_0 v0 0 00 O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. ® PIPE BEDDING PER SEC1ION-305 (SEE SD-302). w w e. •° 16 6" MIN. \� a N \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w 6 w EACH STABILITY (PER SECTION-304). ZE d \ SIDE O "• \\ UNDISTURBED SOIL (TYP). �\ NOTE B /� /\ \/� 11 NEW PAVEMENT AND BASE. �\ 9 12 UPPER COMPACTION ZONE. LOWER COMPACTION ZONE. 1100—// OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 17 REVISIONS SECTION 307). M 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WARE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. iv 1© ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION ZU OF CITY ENGINEER. NOTES LSON o OA TRENCH EXCAVATION PER SECTION-301. T: (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com 3 © BACKFILL AND COMPACTION PER SECTION-306. REVISIONS 0 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL U -I OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 02i17i23 INITIAL SUBMISSION PF O N -I O a Z 2016 SCALE NI�I CITY STANDARD DRAWING SIZE B SHEET: NTS 00 TWIN FALLS TYPICAL TRENCH N0 TFS D- 3 01 SIZE D SHEET: NTS 00 SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_02 DIGllIfIC TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS 0 Dig Line,Inc. g 13 g 13 13 Bll Or 800-342-1SBS 9 9 9 9 14 4 3 SAWCUT g 2 PER SEC. 3� �4 VARIES o I � p p 1 T W INID_0898GA_02_TRANSPO RT_SPOT_PERMIT TWIN FALLS,ID EXISTING 7 ASPHALT EXISTING MATERIAL DESCRIPTION QTY ACTUAL 10 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 0 6 2 12 11 6 5 EXISTING_ OVERLAY EXISTING PAVEMENT FABRIC 7�:7(DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE BASE (MIN.) UNLESS A GRATER DEPTH S OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OS MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. 6 CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH r 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: O7 A. OVERLAY ABOVE FABRIC AN ADDITIONAL 4" a THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. ON EACH SIDE TO EXPOSE EXISTING FABRIC. 440��l N B. INSTALL NEW ASPHALT TO GRADE FABRIC. v ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN N CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. z D. OVERLAY FABRIC WITH ASPHALT TO FINISH O O CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0 0 CONCRETE PANEL. O OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com 3 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS p PATCH. DATE DESCRIPTION INITIAL LLI 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 02/17/23 INITIAL SUBMISSION P, -I PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. O d 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR -I WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF O TWIN FALLS REVISIONS SECTION 307). a z 2018 SCALE NI�I CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NITS co OF NO. TFS D— 3 0 3 SIZE D SHEET: NTS 0 TWIN FALLS SURFACE REPAIR D E TA I L_S SHEET D09 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_02 DIGUnf. SD-304 GRAVEL ACCESS ROAD 0 Dig Line,Inc. 811 or 800-342-ISBS W/2 W/2 3- TWINID 0898GA 02 TRANSPORT SPOT PERMIT R TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. 0 1 v W/2 W/2 3 1 N TYPE 2 N.T.S. 0 IY W/2 W/2 3. 1 's;- -0..R Ck 0-- 7 NOTES: TYPE 3 CA OF GRAVEL ACCESS ROAD MAY VARY. N T S C SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD z IF ROADWAY PROVIDES FIRE ACCESS, LEGEND C WIDTH MUST BE AT LEAST 20' MIN. G) NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIlsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW NE OF THE DRY DENSITY, LINE DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS 0 > THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. u TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 02/17/23 INITIAL SUBMISSION PF APPROVED LENGTH AND TYPE. 0O7 PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY, 0 a- IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBUC WORKS NO. SCALE o CONSTRUCTION ROAD SD-3041 SIZE B SHEET: NTS SIZE D SHEET: NTS '0 SHEET D10 OF D16 0 FILE NAME:TDS TWINID 0898GA 02 DIGunc. TFSD-306 UTILITY TRENCH &7r-s reYou6Tv Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898GA 02 TRANSPORT SPOT PERMIT TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ,NEI a - BOTTOM OF PLANT MIX PAVEMENT 3 a b 6 a d O ad 8 5 :.:;�'::•..:.. r:. EXISTING CITY UTILITY n \ LEGEND EXISTING CITY UITLITY Oj FINISH GRADE. O2 SURFACE REPAIRS PER SECTON-307 AND TFSD-303. v r O3 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' N D+3" OUTSIDE VEHICLE TRAVEL AREAS. C N O TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE N TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE Z NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF C 3/4" OUTSIDE VEHICLE TRAVEL AREA. ❑ Op USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE L 5 0 N ul LESS THAN 6" IN DIAMETER. O5 PIPE OR CONDUIT. O 8O COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T: (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. info®tilsontech.com 3 © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS o LOW STRENGTH FLOWABLE OR COMPACTABLE FILL C) PER SECTION 703. 7O MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DE N LLI 02/V/23 INITIALL SUBMoN SUBMISSION PF PF -I ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. O UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ,aI REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A - 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY O PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY o- N ENGINEER. z � 2o1s SCALE NI SIZE B SHEET: NTS <I CITY UTILITY STANDARD DRAWING co OF NO. N0 TFSD- 3 0 6 SIZE D SHEET: NTS TWIN 00 TRENCH SHEET D11 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_02 DIGl nf. SD-307 BORING AND JACKING DETAILS 0 Dig Line,Inc. 811 or 800-342-1SBS 4 TWINID 0898GA 02 TRANSPORT SPOT PERMIT 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL VA B 6 6 3 18" 24" �D SKID DETAIL LEGEND SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. v � M C � / c V v z 3 N OTES: C ® IF A METHOD OTHER THAN THE METHOD SHOWN IN 1" MIN. CLEARANCE THIS DETAIL IS PROPOSED, SUBMIT SHOP T I L 5 0 N DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR On a Mission C TO CONSTRUCTION. a T: (207)591-6427 R (207)772-3427 3 O OF PROVIDISUBMIT A NG PPE SUPPORT, ACCHHIEVEMEN THE THOD OF SECTION A—A InfoOtllsonlech.com S. THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE BETWEEN CASING PIPE AND CARRIER PIPE, ALL REVISIONS O FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL UI INSTALLING THE PIPE. 02/17/23 INITIAL SUBMISSION PF �I 0 d N �I O 2u'i a- IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE ~I FOR PUBLIC WORKS N0 S D-3 0 7 Q CONSTRUCTION DETAILS SIZEBSHEET: NTS SIZE D SHEET: NTS co '0 SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_02 DIGUf W TFSD-801 TYPICAL CURB AND GUTTER SECTION Ca1/BeforeYOVDg Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 or 800-342-1SBS ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W INID_0898GA_02_TRANSPO RT_SPOT_PERMIT CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. a © SUBGRADE. ri N NOTES: N OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. p © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L5ON OMINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO T. (207) 59t-6427 F: h.co 772-3427 3 CASE LESS THAN MAJOR COLLECTOR THICKNESS. infoOttlsontec.com OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS U OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION NITIAL �I BASED ON LOCAL POLICY, SEE SECTION 700. 02i17i23 INITIAL SUBMISSION PF �I p © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. a- -1 OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. CL OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET z BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE < APPROVED BY THE CITY ENGINEER. SCALE �I 2018 SIZE B SHEET: NTS 0 CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS co (DI TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130F D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_02 DIGune. TFSD-802 TYPICAL RURAL STREET SECTION �a1/BetoreYOuDg Dig Line,Inc. Bll or 800-342-1SBS STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH TWINID_0898GA_02_TRANSPORT_SPOT-PERMIT TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w r— qR/ OP COP R 5 3 eS 5� 6 S £4 P\E 3 �I 3 1 (� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT h BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO ri LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' o BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY N ENGINEER. O O RIGHT-OF-WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND 0 �, w TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF w USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com 3 ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. OF STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS 0 RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL U ~I © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT 02/17/23 INITIAL SUBMISSION PF ~O DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. a- -1 O BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK 00 SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE z LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER < DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. SCALE �I 2016 o SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OI TWIN°FALLS STREET SECTION N0 TFSD- 802 SHEET D140FD16 0 z 3 FILE NAME:TDS_TWINID_0898GA_02 DIGuf1EK TFSD-803 TYPICAL PAVED ALLEY SECTION 0 Dig Line,Inc. B11 or 800-342-1SBS R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5" AS MM7 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID_0898 TWIN FALLLLPORT_SPOT_PERMIT TRANSPORT TWIN S,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION QTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONC VG 1 2% ;i 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 2 8" THICK CONCRETE 2% RIBBON CURB O O� O O� O� ° QOO O�QOO O�QOO CRUSHED GRAVELS OO O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH F/L 3" BELO OWN AND EDGE � 1 v 2 N LEGEND TYPE IV-NEW ALLEYS O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. N O O2 CRUSHED AGGREGATE BASE COURSE. P O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. T I L S O N O ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. On a Mission T: (207)591-6427 F: (207)772-3427 3 NOTES: InfoOtnsonleoh.com OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS 0 ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL �I © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 02/17/23 INITIAL SUBMISSION PF ~I 0 t�D MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF N USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" -I VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. � OE SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT z DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE o SIZE B SHEET: NTS a' CITY TYPICAL PAVED STANDARD DRAWING SIZE D SHEET: NTS Co o TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FD16 0 z 3 FILE NAME:TDS_TWINID_0898GA_o2 DIGune. TFS D-805 STANDARD CUL—DE—SAC Cd1BetoreYOuDg Dig Line,Inc. Bll or 800-342-1SBS ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TW INID_0898GA_02_TRANSPORT_SPOT_PERMIT TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL .:? \,\9 OF EtP k6 5 SS• _ Rq p�ps 2 1 Rik' NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. n n O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SEC7ION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL-DE-SAC TO RANGE BETWEEN 1% AND 3% STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R/W WIDTH TYPE OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI LEGEND CUL-DE-SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT v APPROACH STREET CURB IS TANGENT WITH CUL-DE-SAC CIRCLE. 1O CONCRETE SIDEWALK. r: 0 2O STANDARD OR ROLLED CURB. N v O3 RIGHT-OF-WAY LINE. N Z O w L50 �. Q STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 �., info®tilsontech.com 3 PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS 0 DATE DESCRIPTION INITIAL C) SUBBASE 6.0 [7.0] 15.5 [16.51 17.0 [20.0] LLI 02/17/23 INITIAL SUBMISSION PF -I TOTAL 10.5 23.0 26.0 O N PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 I IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. O [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 0 Z � 2016 SCALE NI SIZE B SHEET: NTS <I CITY STANDARD STANDARD DRAWING 00 TWIN FALLS N0 TFS D- 8 0 5 SIZE D SHEET: NTS SHEET D160FD16 00 CUL- DE- SAC 0 z 3 FILE NAME:TDS_TWINID_0898GA_02