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TWINID_0898FA_03_REV0
DFN NAME : TWINID 0898FA 03 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID Ale .•tom 3•r i�ii�- ` y � - � 1 •� �J ;f�-f _ -,•• DDE FA b .•.�•`.�!-��Ti�`�.� - - � _,I1� ^.. _ . . � •'�- .1 � � j�] • -4�'.1-.PIS - ��1� _.� I �- .� .* 1 .-=. � _ ...+� • C ` , ((-+( •ram •,}� •' r ��. � •�� 1... S�7�-y•'�.-� _ ��ram-...""� q'�^'�r.W _ � ,���n v n- � � �_ �, _.� - ,F', � �11• � �.� .. Sn ' Y� _ I{ h �''I� •i 1 .:Ir.."P.rr1, 'mil ' '•�T=�lnf� �,� � � �.� 'ati � /■l -__ � � +. �� Z► r � � � _ �� - deh¢;use �� •H!1 0 F 11Q0 7J: s � ?:-�Ir•Lini•.+.J EIl00N '� N ��-'J � 1 �•- � Pde I.n�Ro � TDS .� • . Line,Inc. t • �ti• Y� - As --� 1v - - • . 0: DESCRIPTIONIN TWIN FALLS,ID MATERIAL QTY ACTUAL NN Ai dft - • . �•� dm��0 • Ito _ _ I ZZ • 1 a. Lm sew •, • ~ -- - - ♦ ! • _- w • �S, �� ' - • • • 1 Imo• , � _ •. - ., • ti jo jw ON • ter. TILSON 1 I + I 1 <w ' PERMIT JURISDICTION NEW UNDERGROUND • • SHEETS: C01 -C10 EXISTING UNDERGOUND SHEETS: C01 -C10 III SHEET A02 OF FILE NAME:TDS • 0••• DIGUf IC Call Beloie You D/g! TABLE OF CONTENTS Dig Line,Inc. 811 or 800-342-1SBS DWG NO. SHEET NAME TWINID_0898FA_03 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 . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . COl-C10 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 . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . N E01 TRAFFIC CONTROL PLANS COVER LSO N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . co CD E02 TRAFFIC CONTROL PLANS LOCATION MAP . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . T: (207) 591-6427F: (207) 772-3427 E03 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME infoOtilsontech.com E04 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME REVISIONS w .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL o E05 HALF-ROAD CLOSURE MULTI-LANE 05 26,z3 NITIALSUBMISSION WDD . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 3 E06 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 SIDEWALK CLOSURE DETAIL o SCALE U Cl) SIZE B SHEET: NTS 0 a SIZE D SHEET: NTS OD 00 SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898FA_03 DIGUM Call Before You Dig! CONTACT SHEET Dig Line,Inc. 811 or 800-342-1SBS ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898FA 03 TILSON: 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 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT N Chris Haskin Director-Network Engineering 608-664-4443 TILSON c� On a Mission N Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 v InfoOtilsontech.corn Z Joshua Camacho Network Specialist l-OSP Engineering 719-679-2507 a OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 05/26/23 INITIAL SUBMISSION WDD Engineering Manager-Network En Brian ThomasonB 8 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 N 0 Jim Scibelli Manager-Field Services 208-996-2755 �I U Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE roI SIZE B SHEET: NTS o Todd Naylor NS-1-Route Acquisition 541-797-0539 a SIZE D SHEET: NTS 00 SHEET B01 OF B03 0 Z FILE NAME:TDS TWINID 0898FA 03 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 05/26/23 TWINID 0898FA 03 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 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS 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 MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� 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 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission c THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 v PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS tnPoOtilsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. o ASPHALT: REVISIONS O 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 os/26/23 INITIAL SUBMISSION woo O MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. a 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN p� THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH a3 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 BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 0 3008.800'S STANDARD DETAILS. �i 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE U PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT r,.)i 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 SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. co SHEET B02 OF B03 0 Z FILE NAME:TDS TWINID 0898FA 03 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 —OIL OIL 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 0898FA 03 EXISTING OVERHEAD ELECTRIC —OE OE 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 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER "� STORM DRAIN MANHOLE(DMH) TILSON EXISTING COMM LINE , On a Mission C CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 EXISTING GAS LINE , tnPoOtIsontech.com Z CULVERT(CUL) >—\ O EXISTING POWER LINE , REVISIONS GAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE , DATE DESCRIPTION INITIAL O � GAS VALVE(GV) , 5 b INITIALSUBMISSION WDD EXISTING SEWER LINE 3 GAS METER(GM) lJ , a EXISTING WATER LINE iu p UNKNOWN MANHOLE(UMH) OO O UNKNOWN HANDHOLE(UHH) n v SCALE r,l SIZE B SHEET: NITS UTILITY POLE(UP) �Q� SIZE D SHEET: NITS co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898FA 03 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_0898FA_03 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 =j E POWER LINE 1 (� E] ELECTRIC HANDHOLE O ELECTRIC VAULT — ELECTRIC METER m ELECTRIC CABINET M M M/a —M/a ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE LJ M = O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE M TRAFFIC SIGNAL GAS METER -•- • •• -•' © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `l91' WATER METER� R/W R/NI ® CATCH BAS N MANHOLE DRAINAGE �CULIVEROLE L; Settlm Ln B 1+90 PLACE NEW U/E 14"OX24"AXS 400 LT DUTY HH AT a 3 ` 042.59874798,-114.48702020 fed—ation Rd 1 ACCESS POINT ID:8001-001-1 I 3 GR/GB:N/ISO:N 1� CO1 O Shacmwe U L.141' A 0+00/B 0+00 PLACE NEW C08 y2 ll - DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT 042.59874934,-1 14.48631313 IJ_I L:100' ACCESS POINT ID:8001-001 w DB(l)1.00" GR/GB:Y/ISO:Y = C09 CO3 O u E 0 C 4 r 32 t] PLAACENEW 15'UTILITY EASEMENT L:190' 15'UTILITY EASEMENT I 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY DB(1)1.00" TWIN FALLS COUNTY 042.59874798,-1 14.48739302 DOC#:2000009894 A a U DOC :2003031243# C 5 ACCESS POINT ID:8001-001-2 � GR/GB:N/ISO:N C DB(1)1.25" G � � \ s PREPARED FOR: 3 �.ni /� '. /� / � � MIN ETILSON /a MIN �I T:(207(591-6427 F:(207(772-3427 •. Al— M - info@tilsontech.com - _ REVISIONS DATE DESCRIPTION INITIAL hum 05/26/23 INITIAL SUBMISSION WDD 7.5'UTILITY EASEMENT A 2+62 -�A 1+57 7.5'UTILITY EASEMENT iE TWIN FALLS COUNTY TWIN FALLS COUNTY SCALE Ira Lgw�J DOC#:2000009894 DOC#:2000009894 SIZE BSHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C01 OF C10 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_0898FA_03 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 MATCH TO SHEET #CO1 GAS LINE W WATER MAIN SEWER M STORM DRAIN � E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET C C \ m m ® ELECTRIC MANHOLE �y LIGHT POLE lul TRANSFORMER A 3+69 PLACE NEW OS SEWER MANHOLE © GAS MANHOLE 14"OJX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® GAS VALVE 042.59803208,-1 14.48671665 A TRAFFIC SIGNAL GAS METER ACCESS POINT ID:8001-002 GR/GB:N/ISO:N I O C COMM MANHOLE WATER VALVE © COMM HANDHOLE HYDRANT 7.5'UTILITY EASEMENT I ® COMM PEDESTAL l�l WATER METER D TWIN FALLS COUNTY m QD DRAINAGE MANHOLE )UTILITY POLE DOC#:2004019178 ® CATCH BASIN �<CULVERT W 7.5'UTILITY EASEMENT a - TWIN FALLS COUNTY � 3 DOC#:2000009894 red—atim Rd N I CO 1 Z L:138' m C I Shads UZ i DB(1)1.00" 7 A 5+07 PLACE NEW 3 C08 CO2 D A 4+76 14"OX24"AXS 400 LT DUTY HH AT 2. r 042.59765365,-114.48669970 LLJ 3 ACCESS POINT ID:8001-003 ff' Lu D GR/GB:N/ISO:N C09 103 1 < m O 0 � C4 2 � Iw A a C05 A 5+99 PLACE NEW � 1 U/E DB(1)1.00" I I 14"OX24"AXS 400 LT DUTY HH AT PREPARED FOR: 042.59740685,-114.48663529 1 — ACCESS POINT ID:8001-004 3 I GR/GB:N/ISO:N 3 C( — A6+11 m ETILSON T:(207(591-6427 F:(207(772-3427 7.5'UTILITY EASEMENT info@tilsontech.com TWIN FALLS COUNTY REVISIONS I DOC#:2004019178 7.5'UTILITY EASEMENT TWIN FALLS COUNTY DATE DESCRIPTION INITIAL IDOC#:2000009894 05/26/23 INITIAL SUBMISSION WDD c I L:110' m I w DB(1)1.00" m 3 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD CO2 OF C10 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_0898FA_03 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 MATCH TO SHEET #CO2 GAS LINE W WATER MAIN SS SEWER —SD STORM DRAIN 6. A 7+09 PLACE NEW \ E POWER LINE 3 14"OX24"AXS 400 LT DUTY HH AT - E] ELECTRIC HANDHOLE O ELECTRIC VAULT a L.119' 042.59710476,-1 14.48662720 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:8001-005 ELECTRIC MANHOLE DB(1)1.00" GR/GB:N/ISO:N � TRANSFORMER ID00 0'UTILITY EASEMENT m LIGHT POLE LLLJJJ WIN FALLS COUNTY '• OS SEWER MANHOLE © GAS MANHOLE #:2004019178 ® SEWER VALVE ® GAS VALVE L:6O' • TRAFFIC SIGNAL GAS METER DB( COMM I © COMM MANHOLE ® WATER VALVE _ 3 © COMM HANDHOLE HYDRANT 3/n / I I ® COMM PEDESTAL Q WATER METER C C - � 28PLAC I � 3 U DRAINAGE MANHOLE �)UTILITY POLE + E NEW T� c 14"OX24"AXS 400 LT DUTY HH AT ® CATCH BASIN �<CULVERT 042.59677963,-114.48662550 SettlmL^ ACCESS POINT ID:8001-006 HIDDEN TRAIL LN I GR/GB:N/ISO:N 3: � I � �`. ledcratim Rd Shacwre 7.5'UTILITY EASEMENT m CO$ c CO2 TWIN FALLS COUNTY DOC#:2000009894 - Lu I - w 3 _ - I ' C09 tco 3 c I c c A 9+12 PLACE NEW O m m m 14"OX24"AXS 400 LT DUTY HH P l L ) 042.59654862,-1 14.48662820 0 C 4 r 7.5'UTILITY EASEMENT ACCESS POINT ID:8001-007 -TWIN FALLS COUNTY GR/GB:N/ISO:N DOC#:2004019178 a C 5 Q L:131' DB(1)1.25" 3 PREPARED FOR: G 0+65 PLACE NEW • 14"OX24"AXS 400 LT DUTY HH AT A 10+53/C 0+00/D 0+00 PLACE NEW 042.59622365,-114.48724416 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:8001-008-1.1 042.59618975,-114.48660758 \ GR/G- Y/ISO:Y ACCESS POINT ID:8001-008 ETILSON — GR/GB:Y/ISO:Y m \ 3/n — — _ T:(207(591-6427 e(207)772-3427 • M i M M info@tilsontech.com REVISIONS M 10'UTILITY EASEMENT DATE DESCRIPTION INITIAL IN FALLS COUNTY 05/26/23 INITIAL SUBMISSION WDD 3 A 10+43/C 0+09/D 0+09 DOC#:2005012874 A 11+41 rA 11+63 M�a — 1 L:132' L:9' L:261' 1 SCALE DB(2)1.25" DB(3)1.25" DB(1)1.25" SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD CO3 OF C10 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_0898FA_03 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 MATCH TO SHEET #CO3 GAS LINE W WATER MAIN SEWER SD STORM DRAIN I E POWER LINE L:55' C 1+14/D 1+14 E] ELECTRIC HANDHOLE V ELECTRIC VAULT DB(1)1.25" DB(1)1.251, C 1+30/D 1+30 ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE +I lul TRANSFORMER C 1+42/D 1+42 C II LIGHT POLE m dd L:146' � ,�I I OS SEWER MANHOLE © GAS MANHOLE ( DB 1)1.25" ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER 3 C 1+96/IS0+00 PLACE NEW • � � 14"0X24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.59604496,-114.48724150 © COMM HANDHOLE HYDRANT f] ACCESS POINT ID:8001-008-1 ® COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:Y 10'UTILITY EASEMENT I ® DRAINAGE MANHOLE C UTILITY CATCH BASIN CULVERT TWIN FALLS COUNTY 10'UTILITY EASEMENT Ike Settlm L^ DOC#:2004019178 I I r TWIN FALLS COUNTY o DOC#:2000009894 A 13+14 PLACE NEW a 3 14"OX24"AXS 400 LT DUTY HH AT ;o fed—atim Rd 042.59574056,-1 14.48622050 t _ c ACCESS POINT ID:8001-009 co 1 0 GR/GB: I Shatlo �-1 10-UTILITY EASEMENT 3: D 2+87 PLACE NEW c I c U TWIN FALLS COUNTY 14"OX24"AXS 400 TIER 8 HH AT DOC#:2005012874 ' 042.59564874,-1 14.48703584 I f ACCESS N ISO:ID:#8001-008-5 : C08 2. CO2 I.I_I LU L:141 I C09 CO3 I DB(1)1.25" L:154' o n LLj DB(1)1.25" L:40' L:52' F O DB(1)1.00" DB(1)1.00" A 0 LeaU C 4 D 3+32 Immok— 'ILITY EASEMENT IN FALLS COUNTY A a M/21 3 D 3+58 DOC#:2005012874 C S Q C � FALLEN LEAF LN D 3+83 m � PREPARED FOR: A 14+68 PLACE N 14"OX24"AXS 400 LT DUTY HH AT R/W�\ 042.59531801,-1 14.48622045 ACCESS POINT ID:8001-010 U/ \� GR/GB:N/IS r ETILSON "D 5+17 J � t L:140' D 4+6� T.(207)591-6427 Fec20com2 3427 DB(1)1.25" D 4+28 PLACE NEW - 14"OX24"AXS 400 TIER 8 HH AT REVISIONS 042.59529958,-1 14.48700634 L:155' ACCESS POINT ID:#8001-008-6 DB(1)1.25" DATE DESCRIPTION INITIAL DB 1 1.00" GR/GB:N/ISO:N w 05/26/23 INITIAL SUBMISSION WDD ( ) I I rT SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C04 OF C10 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_0898FA_03 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 MATCH TO SHEET #C04 GAS LINE W WATER MAIN SEWER M STORM DRAIN • E POWER LINE -- - E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE ' I TRANSFORMER LIGHT POLE lul ' A 16+23 PLACE NEW A 14"OX24"AXS 400 LT DUTY HH AT • O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 042.59489349,ACCESPON ID:8622313 Tg TRAFFIC SIGNAL G GAS METER ACCESS POINT ID:8001-011 I ❑ GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER 10'UTILITY EASEMENT I QD DRAINAGE MANHOLE �)UTILITYPOLE TWIN FALLS COUNTY a DOC#:2005012874 I f\TI ® CATCH BASIN >—<CULVERT Q 1+14 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT > Settkn Ln 3/n 042.59464898,-114.48709980 10'UTILITY EASEMENT o a 3 ACCESS POINT ID:8001-015.1 TWIN FALLS COUNTY A GR/GB:Y/ISO:Y DOC#:20050121174 I fedc.atim Rd \ L:154' L CO �1 O \ ■ DB(1)1.25" snau� U - - { A 17+77 PLACE NEW M L;114' 14"OX24"AXS 400 LT DUTY HH AT CO$ � CO2 DB(1)1.25" 042.59446962,-114.48621911 w ACCESS POINT ID:8001-012 w GR/GB:N/ISO:N U/ \ C09 CO3 Q 0+50 I � A 21+48 \ 1 n O \ A 17+92 I I 0 C 4 I--- 'yid 3/n / r L:149 DB(1)1.25" L:66'- R/W R/W � ^ a U DB(1)1.25" LluoC 5 F _ :: Q A 20+61/Q 0+00 PLACE NEW "':" - r -.. 14"OX24"AXS 400 LT DUTY HH AT — 042.59443540,-1 14.48702780 L:64' ACCESS POINT ID:8001-015 DB(1)1.25" W W PREPARED FOR: GR/GB:Y/ISO:Y /?/w . USE A 19+31 U/ U/E —U/E r U L:153' A 19+97 PLACE NEW DB(1)1.25" 10'UTILITY EASEMENT L:165' L:174' T I L 5 0 N 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY DB(1)1 25" DB(1)1.25" \ 042.59433667,-1 14.48683020 EDOC#:2005012874 GR/GB:N/ISO:N T: 207 591-6427 F: 207 772-3427 ACCESS POINT ID:8001-014 info@tilsontech.com A 18+43/R 0+00 PLACE NEW REVISIONS 14"OX24"AXS 400 LT DUTY HH AT R 1+65 PLACE NEW DATE I DESCRIPTION INITIAL 042.59430376,-114.48626516 14"OX24"AXS 400 LT DUTY HH AT R 3+39 PLACE NEW 05/26/23 INITIAL SUBMISSION WDD ACCESS POINT ID:8001-013 042.59430212,-114.48565182 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y ACCESS POINT ID:8001-013-1 042.59430310,-114.48500670 GR/GB:N/ISO:N ACCESS POINT ID:8001-013-1.1 GR/GB:Y/ISO:Y SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C05 OF C10 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_0898FA_03 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 MATCH TO SHEET #C10 GAS LINE W WATER MAIN SEWER M STORM DRAIN 3 ( + E POWER LINE I � E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET I ® ELECTRIC MANHOLE ' A 26+51 042.59471423,-1 14.48875545 042.59471408 PLACE NEW TRANSFORMER Iq A 25+34 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT LIGHT POLE P 1+13 PLACE NEW A 24+7g P 0+00 PLACE NEW«l / 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.59471488,-1 14.48771549 goO SEWER MANHOLE © GAS MANHOLE 042.59471446,-1 14.48812881 ACCESS POINT ID:#8001-019.2 SEWER VALVE GAS VALVE ,-1 14.48833412 ACCESS POINT ID:#8001-019.3 ACCESS POINT ID:#8001-019 ACCESS POINT ID:#8001-019.1 GR/GB:Y/ISO:Y TRAFFIC SIGNAL GAS METER GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE 10'UTILITY EASEMENT © COMM HANDHOLE HYDRANT GRACE ASSISTED TWIN FALLS COUNT ® COMM PEDESTAL l91 WATER METER L:63' L:65' A 26+01 _ LIVING 3 DB(1)1.00" DOC#:2005012874 ` DB(1)1.00" QD DRAINAGE MANHOLE )UTILITY POLE FACILITY L:113' DB(1)1.00"F L:55' A26+0 L:65'- CATCH BASIN CULVERT i DB(1)1.25" DB(1)1.25' 26+33 DB(1)1.001. SettlmLn L:117' > > 11/ 3/n 3/f1 3/n DB(1)1.25" A M/a —atim Rd c A 26+41 CO �1 1 a DB(1)1.25" Shacw re • e O c U M M C08 CO2 U/ - +L:79' U/E /E- LJJ C09 CO3 ;:D ( L:110' _ L:110' DB(1)1.25" DB(1)1125" DB(1)1.25" DB(1)1.25" J 3 � O 0 C 4 N 1+92 PLACE NEW � 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT 042.59457888,-114.48904840 TWIN FALLS COUNTY ACCESS POINT ID:8001-018.2 DOC#:2005012874 U A a C 5 GR/GB:Y/ISO:Y I N 1+13 PLACE NEW A 24+30/N 0+00 PLACE NEW A 23+20 PLACE NEW A 22+10 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14 OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT C�C 042.59457888,-1 14.48875330 042.59458085,-1 14.48833492 042.59458283,-1 14.48792720 042.59458085,-1 14.48751820 G ACCESS POINT ID:8001-018.1 ACCESS POINT ID:8001-018 ACCESS POINT ID:8001-017 ACCESS POINT ID:8001-016 GR/GB:N/ISO:N GR/GB:Y/IS Y GR/GB:N/ISO:N GR/GB:N/ISO:N PREPARED FOR: X La ETILSON T:(207(591-6427 F:(207)772-3427 info@tilsontech.com I k REVISIONS DATE I DESCRIPTION INITIAL ' 05/26/23 INITIAL SUBMISSION WDD I ► SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C06 OF C10 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_0898FA_03 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 ( SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT o #_ cJ ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE �y LIGHT POLE lul 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 IRRIGATION PUMP STATION$ R/W R W R/W _ a— OD DRAINAGE MANHOLE )UTILITY POLE R ® CATCH BASIN >—<CULVERT 1 I U/E U Settkn Ln 0 B 5+63 PLACE NEW 3 kL A14"OX24"AXS 400 LT DUTY HH AT B 4+32 PLACE NEW edoration Rd 2 042.59872611,-114.48839196 14"OX24"AXS 400 LT DUTY HH AT c ACCESS POINT ID:8001-001-4 - 042.59875094,-114.48791740 CO ) GR/GB:N/ISO:N ACCESS POINT ID8001-001-3 �--� N: O Snack ? w STORM DRAIN BASIN _ C08 CO2 cc L:131' / Z DB(1)1.00" = N w B 5+47!F L u C09 CO3 Cie Q L:219' B 5+93 = n GO � u u/E U/E_ O 0 C 4 � . N O lid 15'UTILITY EASEMENT 1S'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY B 9+49 PLACE NEW B 7+81 PLACE NEW DOC#:2003031243 DOC#:2003031243 u a C05 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.59843421,-114.48942703 042.59843273,-114.48880521 ACCESS POINTID:8001-001-6 ACCESS POINT ID:8001-001-5 GR/GB:N/ISO:N GR/GB:N/ISO:N A PREPARED FOR: 3 IU UTILITY EASEMENT 1 L:167' TWIN FALLS COUNTY DB(1)1.25" DOC#:2003031243 3/n B 7+02 3/n 3/n OTILS13N "IM/2!— M/ M/a M/a M/b T:(207(591-6427 F:(207(772-3427 info@tilsontech.com W H — W-- REVISIONS i ,e DATE I DESCRIPTION INITIAL 05/26/23 INITIAL SUBMISSION WDD 10'UTILITY EASEMENT L:164' TWIN FALLS COUNTYmi _ ! DB(1)1 25" /yy_DOC#:2003031243 R/W R/W SCALE /E u/E /E SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C07 OF C10 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_0898FA_03 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 MATCH TO SHEET #C07 GAS LINE W WATER MAIN - SS SEWER M STORM DRAIN 10'UTILITY EASEMENT u E POWER LINE TWIN FALLS COUNTY E] ELECTRIC HANDHOLE OELECTRIC VAULT DOC#:2003031243 I ELECTRIC METER m ELECTRIC CABINET w j (E) ELECTRIC MANHOLE TRANSFORMER LIGHT POLE LLLJJJ B 11+13 PLACE NEW O$ SEWER MANHOLE © GAS MANHOLE 14"�dX24"AXS 400 LT DUTY HH AT PLACE NEW F I 042.59798404, 114.48943510 PLACE NEW 14"GX24"AXS 400 LT DUTY HH Al ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT 7.5'UTILITY EASEMENT ACCESS POINTID:8001-001-7 042.59798404,-114.48822540 TRAFFIC SIGNAL � GAS METER 042.59798602,-114.48879940 TWIN FALLS COUNTY GR/GB:N/ISO:N ACCESS POINT ID:8001-001-7-2 © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:8001-001-7-1 DOC#:2003031243 GR/GB:N/ISO:N GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT 3 ® COMM PEDESTAL WATER METER QD DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT Settlm Ln s r 3 f n 3 o 7.5'UTILITY EASEMENT PLACE NEW rcderation Rd 2 10'UTILITY EASEMENT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT r^ TWIN FALLS COUNTY DOC#:2004019178 042.59798602,-114.48765950 c 1 DOC#:200401 9 1 78 ACCESS POINT ID:8001-001-7-3 N GR/GB:N/ISO:N I O c0 Shacwre U L:14 cos cot DB(1)1.25" LLJ W C09 CO3 / U/E !4; U/E� U/E (= a M a 0 C 4 Pion"r Path IRE- mapmw \.J C 5 F'- — —_ Q DB B� -- R/W M 0+17 L:177' U/E U/E— U/ PREPARED FOR: L:55' L:161' L:159' 3 r. DB(1)1.00" DB(1)1 25" 06 10'UTILITY EASEMENT B 12+87/M 0+00 PLACE NEW TWIN FALLS COUNTY DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT DOC#:2004019178 ACCESS POI ,-114.489-001 8 i ACCESS POINT ID:8001-001-8 T I L S O N A GR/GB:Y/ISO:Y M 3+38 PLACE NEW M 1+77 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT M 4+97 PLACE NEW T:(207(591-6427 F:(207(772-3427 1 14"OX24"AXS 400 TIER 8 HH AT 042.59753453,-1 14.48819370 14"OJX24"AXS 400 TIER 8 HH AT info@tilsontech.com 042.59753617,-114.48879134 _ ACCESS POINT ID:#8001-001-8-2 042.59753058,-114.48760357 REVISIONS ACCESS POINT ID:#8001-001-8-1 GR/GB:N/ISO:N ACCESS POINT ID:#8001-001-8-2.1 GR/GB:N/ISO:N GR/GB:Y/ISO:Y DATE DESCRIPTION INITIAL L:200' DB(1)1 25„ 05/26/23 INITIAL SUBMISSION WDD q I me-. B 13+94 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C08 OF C10 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_0898FA_03 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 MATCH TO SHEET #C08 GAS LINE W WATER MAIN SEWER SD STORM DRAIN B 14+86/L 0+00 PLACE NEW r" B 18+16/J 0+00 PLACE NEW B 19+68 PLACE NEW E POWER LINE 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT ELECTRIC HANDHOLE V ELECTRIC VAULT I 142.5 96924"AXS 411 LT DUTY 45 AT 042.59693759,-114.48816997 042.59693660,-114.48760447 I ACCESS POI ,-1 14.489 001-9 ELECTRIC METER ELECTRIC CABINS ACCESS POINT ID:8001-001-9 ACCESS POINT ID:8001-001-11 ACCESS POINT ID:#8001-001-11.2 m GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y GR/GB:N/ISO:N ® ELECTRIC MANHOLE B 16+55/K 0+00 PLACE NEW � TRANSFORMER ul 14"OX24"AXS 400 TIER 8 HH AT LIGHT POLE LLLJJJ 10'UTILITY EASEMENT 042.59693791,-114.48876855 OS SEWER MANHOLE © GAS MANHOLE IN FALLS COUNTY ACCESS POINT ID:#8001-001-10 DOC#:2004019178 ® SEWER VALVE ® GAS VALVE 10'UTILITY EASEMENT DB(1)1.25" L:23' GR/GB:Y/ISO:Y • DB(2)1.25" TWIN FALLS COU NTY TRAFFIC SIGNAL GAS METER L:14' L:13B'� C COMM MANHOLE WATER VALVE L:161' DB(2)1.25" DB(1)1.25" DOC#:2004019178 • B 15+04 B 16+32/KO L:54'+23 DB(1)1.00" DB(1)1.25" © COMM HANDHOLE HYDRANT ` 3 n ® COMM PEDESTAL WATER METER QD DRAINAGE MANHOLE Cl L>UTILITY POLE B 18+30/J()+14 - ® CATCH BASIN > CULVERT Senkn Ln W W W —W W W red—atim Rd c R/ sw 1 R/W — W R/W L:bs' M CO �1 L:73' L:98' /W ShaUcre DB(1)1.25"E DB(1)l.25" U/E L:55, J/E DB(1)1.25" —U/E O K 0+77 D B(1)1.25" B 20+23 U 10'UTILITY EASEMENT C08 - CO2 TWIN FALLS COUNTY 2. DOC#:2004019178 L:41 DB(1)1.00" w µ 1 W C09 IC03 L 0+73 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT n 1 K 1+21 PLACE NEW J 0+69 PLACE NEW B 20+33 PLACE NEW ACCESS POI ,-114.489 3180 001-9 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:8001-001-9.1 GR/GB:Y/ISO:Y 042.59679049,-114.48868987 042.59678851,-114.48811319 042.59678654,-114.48756155 O 0 C 4 �— ACCESS POINT ID:#8001-001-10.1 ACCESS POINT ID:#8001-001-11.1 ACCESS POINT ID:#8001-001-11.3 GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y GR/GB: 3 U a C05 C I--- ■ I � PREPARED FOR: H 2+08 PLACE NEW `�- T UTILITY EASEMENT 142.5962 AXS 411 LT DUTY HH AT T I L 5 0 N I C 6+99 PLACE NEW TWIN FALLS COUNTY 042.59620028,-114.48835240 14"OX24"AXS 400 LT DUTY HH AT DOC#:2004019178 ACCESS POINT ID:8001-008-2.2 H 0+56 PLACE NEW 042.59620259,-1 14.48890400 GR/GB:Y/ISO:Y T:(207)591-6427 F:(207)772-3427 W ACCESS POINT ID:8001-008-4.1 14"OX24"AXS 400 LT DUTY HH AT info@tilsontech.com GR/GB:Y/ISO:Y L:153' 042.59619736,-1 14.48778541 ACCESS POINT ID:8001-008-2.1 REVISIONS r 71GR/GB:N/ISO:N DATE DESCRIPTION INITIAL —3 n 05/26/23 INITIAL SUBMISSION WDD — M/a CANYON CREST DR W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C09 OF C10 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_0898FA_03 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 MATCH TO SHEET #C09 GAS LINE W WATER MAIN SEWER WTORM W �� W L:56' SE POWER DLINEIN J LAIC VV DB(1)1.25" E] ELECTRIC HANDHOLE O ELECTRIC VAULT �7- L:80' Z -R/W R/W / ELECTRIC METER m ELECTRIC CABINET R 3 (1 ea / _ R W-- / N DB 1 1.25" �a ® ELECTRIC MANHOLE m. U/E - U/E -U E LIGHT POLE TRANSFORMER LLLJJJ L:139' ` L:138' L:146' O$ SEWER MANHOLE © GAS MANHOLE DB(1)1.25" DB(1)1.25" DB(1)1.25" ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER C 6+19 PLACE NEW 10'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE I 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY C 3+42/H 0+00 PLACE NEW © COMM HANDHOLE HYDRANT 042.59604956, 114.48881146 C 4+g0 PLACE NEW DOC#:2004019178 14"OX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL `p WATER METER ACCESS POINTID:8001-008-4 DRAINAGE MANHOLE 042.59604466,-114.48778354 D UTILITY POLE GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT O ACCESS POINT GB:Y 1 ISO:Y 042.59604759,-1 14.48829514 ® CATCH BASIN CULVERT ACCESS POINT ID:8001-008-3 GR/GB:Y ISO:Y Settkn Ln GR/GB:N/ISO:N > �, I � 3 a W ledcratim 2 Rd � cl Shad. IF 0+47 PLACE NEW C) _ _ c lot E 1+70 PLACE NEW E 0+50 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT U 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.59546574,-1 14.48748428 C08 - CO2 042.59547334,-114.48879140 042.59547531,-1 14.48834878 ACCESS POINT ID:#8001-008-7.1 2. ACCESS POINT ID:#8001-008-9.3 ACCESS POINT ID:8001-008-9.2 GR/GB:N/IS N GR/GB:Y/ISO:Y GR/GB:N/ISO:N L J IW C09 CO3 F 1+63 PLACE NEW = n 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT I L.34 042.59547301,-114.48791560 TWIN FALLS COUNTY DB(1)1.00" ACCESS POINT ID:8001-008-7.2 DOC#:2005012874 O 0 C 4 L:119' Le , f l\ DB(1)1.25" GR/GB:Y/ISO:Y / L:116' T L:50' M/b DB(1)1.25" U ^ a C 5 + M W W Q Palling Leaf Ln L:47 PREPARED FOR: R/W Q- \ E U/E L:94' ETILSON L:55' DB 1 1.25" L:141' T:(207(591-6427 F:(207(772-3427 ( ) L:57' L:92' �DB(1)1.00" DB(1)1.25" -DB(1)1.00" DB(1)1.25" info@tilsontech.com 10'UTILITY EASEMENT I REVISIONS I TWIN FALLS COUNTY D 5+68/F 0+00 PLACE NEW D 8+94 PLACE NEW DATE DESCRIPTION INITIAL D 8+00/E 0+00 PLACE NEW DOC#:2005012874 4"OX24"AXS 400 LT DUTY HH AT 4"OX24"AXS 400 TIER 8 HH AT I I 05/26/23 INITIAL SUBMISSION WDD 042.59533545,-1 14.48870060 14"OX24"AXS 400 LT DUTY HH AT 042.59533743,-1 14.48748824 ACCESS POINT ID:#8001-008-9.1 042.59533710,-114.48835102 D 6+59 PLACE NEW ACCESS POINT ID:8001-008-7 AT � GR/GB:Y/ISO:Y ACCESS POINT ID:8 14"OX24"AXS 400 TIER 8 HH 001-008-9 GR/GB:Y/ISO:Y ZE GR/GB:Y/ISO:Y 042.59533743,-1 14.48782888 ACCESS POINT ID:#8001-008-8 SCALE GR/GB:N/IS N SIZE BSHEET:1"=50' MATCH TO SHEET SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C10 OF C10 0 GENERAL CONSTRUCTION DETAILS DIGIU , Dig Line,Inc. Bll or 800-342-1SBS TWINID 0898FA 03 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 6"MIN. (TYP.) �`;r. •:.;-:::;.-.:_ ;;r.;?:: .;';': :. _ .� .�•::•:'y:. ::�:_i�':::.�.. '`:;•:;. ... yi.:r;.;�;.:;ti. EXISTING GRADE EXISTING GRADE fT s: :r:;:;, } ., `;s'':s''y'::• I M I—III—III—III—II�II�I—II 12"MIN.BELOW PROPOSED AXS =1I la I I—I I r—I I la I I-1I�I I I—I I I-1I I�I I= 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� 11=1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I 11=I I M I I—III—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 � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I I—I I—I ;II—III =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W 11EI I I I ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE 'I�I IIITI I I I, 1II 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 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--1�1, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III—I�I I�I—1I�I I—I I I= O 3'MIN AND TYP.DETAIL F 4"DIAMETER BORE HOLE Q 0 24"MIN. > III—III—III—I 11=1 I Y-1II=1 I— T I L 5 0 N M G G 30"MIN. 'I I—III—III—I I—1 I I�I—I I— U REFER TO .II--III—IIIII--II�II—III�I�IIII�I I—II—IIII—II—II= On a Mission CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 v > ANY NUMBER OF INNERDUCTS 1=I 1 I—1I1=III—III—I' \ DETAIL 1 tnPoOtilsontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=I I I—III=11�I—III; SD S SS &FIBER OPTIC CABLE =I 11I—1I1=III—III= '=I 11=1 11=1 I I I 1=_I I O 24"MIN. 24"MIN. i1 REVISIONS _L _LI III I� DATE DESCRIPTION INITIAL U U iI-1I1-11I-1 05/26/23 INITIAL SUBMISSION WDD a IMIMII - ALIGNMENT STATION(FT) 25 I I I rI I I- 4"BORE HEAD. CONDUIT AS SPECIFIED 3: (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& U CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE o FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE O (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING r>1 GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE , (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 DOl OF D16 co (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898FA 03 DIGli IC AXS HH COVER DETAIL 0 Dig Line,Inc. B11 or 800-342-1SBS TWINID 0898FA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL © � F+♦ ♦♦� -_ F♦♦ 080.00 D DETAIL A SCALE 1 : 1 _ TILSON c� On a Mission C T: (207)591-6427 F: (207)772-3427 v tnPoOtilsontech.com THIS DRAWING AND THE COPYRIGHT DRAWN:A Du TOit a'a""^g No. OZ THEREOF IS THE PROPPEM OF MAA AND M4A-AXS-40OR-ASSY-TDS REVISIONS O MAY NOT BE COPIED WHOLLY OR IN DATE DESCRIPTION INITIAL OPART,AND THE CONTENTS THEREOF MAY IflD Y CHECKED: DIOW Tft: 05/26/23 INITIAL SUBMISSION WDD a NOT BE DISCLOSED TO ANY THIRD M4A-AXS-40OR-ASSY-TDS 3 PARTIES WITHOUT WRITTEN CONSEI(T_ DATE• 14/10/2020 + MsnriHOLFStAFSHCA SCALE(A3): 1:6 0 21>151360106/07 0 EvERITE FACTORY PREMISES,HEDELBERG SCALE MI ROAD(R550),KLIPRIVER 1871 SIZE B SHEET: NTS p PO BOX 672 KUPRIVER 1871 Q MIDVAAL,GAUTENG m4a SIZE D SHEET: NTS co 'EL +27 1 1 408 7023 OUR PRODUCTS BUILD NETWORKS o 6m �a SHEET D02 OF D16 MAIL irfo 4a.co 0 Z FILE NAME:TDS TWINID 0898FA 03 AXS 400 H H DETAIL 0 ° ng Dig Line,Inc. 811 or 800-342-1SBS TOP VIEW: TWINID-0898FA-03 F E =F TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL O A - - 4 O - 450.00 RIGHT VIEW: m a • ^99.02 rl G • a � N ` J TILSON c� On a Mission N 0 T: (207)591-6427 F: (207)772-3427 v SECTION A-A mroocnaont•cn.c«m Z I TM DRAY J�Arlo THE COPYRIGMr DRAWN: A Du Toit rac= O TMEREOF 13 THE PROPPERTY OF LI Ar10 M4A-AXS-40OR-ASSY REVISIONS m 405 38 MAY NOT Of COPIED W"OLLY OR RJ DATE DESCRIPTION INITIAL O PART,AND THE COr(mm TMEREW MAY CHECKED: Omwirq Me: 05/26/23 INITIAL SUBMISSION WDD NOT K DaCLOSED TO ANY rrSR0 3 PARM wrniOUT (RIll CC*4EW_ M4A-AXS-400R-ASSY DATE: 17/W/2020 O MAIJMo LESAAFRICA 0 2olssoloa�7 SCALE(A3►: 1:6 o EvERrM FACTORY PRErJ=..nE10ELDERG SCALE MI ROAD(R&WI.RUPRVER 1871 SIZE B SHEET: NTS o PO SOX 672 XLIP91VM 1871 LL ►OvAAL C;Au7gOGG Mona SIZE D SHEET: NTS CID TES+47 11 OW 7022 DUN PRODUCTS BUILD NETWORKSSHEET D03 OF D16 CID MAIL�nfeAn.ae.ceae 0 Z FILE NAME:TDS TWINID 0898FA 03 DIGWIC AXS 500 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS EXPLODED VIEW LID BASE TWIN ID 0898FA 03 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL e 021.54 e 21.89 h PHOTO RENDER 21.89 A.� 19.69 I I N - 20 7q 19.69 20.79 L 5 0 N CD D RMIOHS ININCHES N T: (207) 591-6427 F: (207) 772-3427 N THIS DRAWING At ID THE COPYRIGHT Drcywing t10c infoOtilsontech.com �.99 DRAWN:A Du Tod Z THEREOF IS THE PROPPER1r Of f1M1.1A AIJC M4A-AXS-SOOR-ASSY 0 MAY NOT BE COPIED WHOLLY OR IN REVISIONS o PART,At THE CONTEP(LS THEREOF MAY CHECKED: Dra Ang T111e' DATE DESCRIPTION INITIAL 1407 BE DISCLOSED 70 AFIY THIRD 5WR AXS CHWBER REV001 osi�6izs wlnALsua IssloN woo PARTIES WITHOUT WRITTEN COf4SENT. DATE: 12/08l2020 3 ' MN4HOLES4AFRICA SCALE(A3): 1:7 A� SECTION A-A 2015/3,601 �6/07 o 0 R2.20 EVERITE FACTORY PREMISES,HEIDELBERG o ROAD(RSW),KLIPRIVER 1871 SCALE 021.89 PO BOX 672KLIPRIVER 1871 SIZE B SHEET: NTS LL MIDVAAL,GAU E11G — EL+27 11 903 7023 OUR PRODUCTS BUILD NETWORKSSIZE D SHEET: NTS MPJL nfo0m*o.00m SHEET D04 OF D16 00 z 3 FILE NAME:TDS_TWINID_0898FA_03 DIGILwfW AXS 900 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS 0903 0610 0 0558 M SECTION A—A — TWINID 0898FA 03 TWIN FALLS,ID E s-- KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL DEEP MEDIUM DUTY ICT ACCESS POINT, - -- — — MANHOLE EQUIPPED WITH 2 DOME CLOSURE I• — ��— c I 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 _ + YY I I�j Ln Al 4w) A2A ✓ f In I80--�-180 . . . 0900 _ 0971 / SLACK �1 a • BRACKETS M I o 8 050 DRAINAGE T I L S O N KNOCKOUT On a Mission q - - r--- - T: (207)591-6427 F: (207)772-3427 — — InPoOtIsontech.com OME C DCLOSURE �* REVISIONS BRACKETS • 1, � DATE DESCRIPTION INITIAL 0 1O 05/26/23 INITIAL SUBMISSION WDD i� 3 • DRAWN: KHSCHMITT 900 R MD Civilworks group, CHECKED: 0 RE ESS 5 DEEP 00 500 MM DIA x 900 MM DEEP, QI FOR ID TAG DATE_20118-W112 MEDIUM DUTY ICT ACCESS SCALE MI P_0.BOX672.KUPRNER.1S71 SCALE: POINT SIZE B SHEET: NTS of ZVEMM PIPES FACTORY PF:EMSES LL SWMEICELSERG ROAD.KUPRTVEK SIZE DSHEET: NTS GAUTENG.SOUTH AFRICA rHadwww�ep OOrrOa�rtn�Itw•T�MO►Htrvorcm�wAK, co SECTION B—B TEL wow��otecoorl wo►rraew►Mr,wottlooelt[wtel EpFwv SHEET D050FD16 oI NE3;fT'�tilp:�ttr �C�71 AS,IX.23 NOT�lOu[tAelDtOwtr TMlpMRnfS tMltput Oull lMrttBt fllr eawe . 0 Z FILE NAME:TDS TWINID 0898FA 03 CHARLES 101 - 811XT PEDESTAL 0 °wuln g Dig Line,Inc. 811 or 800-342-1SBS TWINID 0898FA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 . 5 INSIDE I e • • INSIDE �-PADLOCK .• HASP .I 0 21 . 5 a O TILSON r; On a Mission C c T: (207)591-6427 F: (207)772-3427 a InfoOtIsontech.com C REVISIONS DATE DESCRIPTION INITIAL 0 05/26/23 INITIAL SUBMISSION WDD d 3 0 U o SCALE U MI SIZE B SHEET: NTS o SIZE SIZE D SHEET: NTS 00 o "Imfles, ,� A DRAIsOGI H� I I - I I D�OWF REV. SHEET D06OFD16 THIS IS TIE 10PETT'OF CX4LES 111:05TTIE5 LTD. 40 SIPLL•CT DE STIIF .I87 LIO 10FI 1 0 1-I IUOUYP SNIIT I 0{ Z WE IEE.�)ucED. COFIEi OII TSEO IF A.,"ME.IETII.E.TEL TO TNEIF I•TE•STS FILE NAME: TWINID 0898FA 03 3 _ _ _ CHARLES 104 - 1211X1 1 " PEDESTAL 0 °wung Dig Line,Inc. 811 or 800-342-1SBS 12 . 00 TWINID 0898FA 03 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL " I IDE Il��, i111 �_-- LOCK HASP I I I I 22 , 0a I I 38 . 08 I I I 10 . 00 N TILSON ch On a Mission N O N T: (207)591-6427 F: (207)772-3427 v N tnPoOtHaontech.com o I REVISIONS DATE DESCRIPTION INITIAL O I 05/26/23 INITIAL SUBMISSION WDD 21 37 SCALE . 150 v o I SCALE U Cl)' I SIZE B SHEET: NTS Q I ...a+� `-I i E oe�Lw I KG no. IS` SIZE D SHEET: NTS co I � "' B 1 04HO I I - I I HAP RE' SHEET D07OFD16 g THIS Is TI[r�oFI+T�Sf tVNKEs hEusT�lEa LTo r.w sH�LL ccT e[ '"FItF T11 Z aEopCOtCV. [O+IFO Cs uSV It—KINhEo PET114wT•L T6 THEI■16700TS, I25 I�IHQI I-I I'% -�` SHEET 3 FILE NAME:TDS_TWINID_0898FA_03 TFSD-301 TYPICAL TRENCH MUM Call Before You Digp Dig Line,Inc. 811 or 800-342-1SBS 2 14 TWINID_0898FA_03 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 �'XI po SUBGRADE OR Jp o0 O 1 0 p NATURAL GROUND 1 \ 010 VERTICAL WALLS �O/ 1 5 O ALLOWED WITH ° ` j p° PROPER SHORING 0 1 \ 01 OR LESS THAN 5' �p �\�' LEGEND \3 o /\\, o /y O` O 12 30 CUT BACK, 12" MINIMUM. 0 / o \ O O J Op SURFACE REPAIR WIDTH, 6' MINIMUM. N j o O EXISTING SURFACE. F C o j w w =o \\ Op 13 ® EXISTING BASE. o a o �\ < p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. W= '3 � Oo 15 7 w UJ z xQ /\ 0 0 J Oo�/\ © TRENCH BACKFlLL PER SECTION-306. oOo°0 00° 0_0 vo 0 00 //\ O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-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). Fed \ SIDE O "• \\ UNDISTURBED SOIL (TYP). �\ NOTE B /� /\ \/� 11 NEW PAVEMENT AND BASE. �\ 9 12 UPPER COMPACTION ZONE. I /\/�j� 13 LOWER COMPACTION ZONE. 10—// 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). 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. 1© ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. N NOTES LSO .k CNI a 0TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 v © PIPE BEDDING PER SECTION-305. infoOttlsontech.com Z © BACKFlLL AND COMPACTION PER SECTION-306. REVISIONS O ww 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL 05/26/23 INITIAL SUBMISSION WDD 0 OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. a 3 a 0 U 0 2016 SCALE U o SIZE B SHEET: NTS CITY STANDARD DRAWING OF TYPICAL TRENCH NO. SIZE D SHEET: NTS 00 TWIN FALLS TFS D- 3 01 SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898FA_03 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 TWINID_0898FA_03 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" RIES 0 6 2 VA 12 11 6 5 EXISTING_ OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 7�:7 9 EXISTING PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" pip 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. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. 440��l B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH Og CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF CONCRETE PANEL. GRADE OF STREET. 0 N OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH CN 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 ANDCD HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com Z O 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 0 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 05/26/23 INITIAL SUBMISSION woo O a PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 3 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR 0 WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). > 0 U 0 2018 SCALE U o CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NITS OF NO. SIZE D SHEET: NTS co TWIN FALLS SURFACE REPAIR DETAILS TFSD- 303 SHEET D090FD16 0 z 3 FILE NAME:TDS_TWINID_0898FA_03 DIGUnf. SD-304 GRAVEL ACCESS ROAD 0 Dig Line,Inc. 811 or 800-342-ISBS W/2 W/2 3- TWINID 0898FA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 TYPE 1 N.T.S. O 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 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N T S SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND IF ROADWAY PROVIDES FIRE ACCESS, 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 C 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 InfoOtIllsontech.com PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, C DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. DATE DESCRIPTION INITIAL TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 05/26/23 INITIAL SUBMISSION WDDI APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% U) DRY DENSITY, 3: -q 2015 0 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING I ul I FOR PUBLIC WORKS NO. SCALE MI CONSTRUC'nON ROAD SD-304 SIZE B SHEET: NTS C>I SIZE D SHEET: NTS 00 00 SHEET D10 OF D16 0 FILE N—AME:TDS TWINID 0898FA 03 DIGune. TFSD-306 UTILITY TRENCH 0 �a1BetoreYouDg Dig Line,Inc. 811 or 800-342-1SBS 2 1 TWIN ID 0898FA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL klml a - BOTTOM OF PLANT MIX PAVEMENT 3 a b 6 a d O ad 8 4. :.:;�'::•..:.. r:. EXISTING CITY UTILITY \�----- ----7v n \ LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. O2 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. O3 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. O TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF M 3/4" OUTSIDE VEHICLE TRAVEL AREA. N Op USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE L `. c� LESS THAN 6" IN DIAMETER. O5 PIPE OR CONDUIT. 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. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. Z D FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. U O OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL DATE DESCRIPTION INITIAL O PER SECTION 703. 7O MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. 05/26/23 INITIAL SUBMISSION WDD a ®UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 3 REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 0 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY 0 ENGINEER. U 0 2016 SCALE U o CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS OF NO. SIZE D SHEET: NTS co 00 TWIN FALLS TRENCH TFSD- 306 SHEET D11OFD16 (DI z 3 FILE NAME:TDS_TWINID_0898FA_03 DIGl nf. SD-307 BORING AND JACKING DETAILS 0 Dig Line,Inc. 811 or 800-342-1SBS 4 TWINID 0898FA 03 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 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 1 3 ENGINEER. a 3 N OTES: ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N 1" MIN. CLEARANCE THIS DETAIL IS PROPOSED, SUBMIT SHOP r DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR On a Mission TO CONSTRUCTION. O SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: 207 591-8427 F: 2co 772-3427 SECTION A—A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF tnPoOttlsontech.cam THE LINE AND GRADE AVOIDANCE OF CARRIER PIPE FLOATATION, AND FILING OF ANNULAR SPACE C N.T. BETWEEN CASING PIPE AND CARRIER PIPE, ALL REVISIONS FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL O INSTALLING THE PIPE. 05/26/23 INITIAL SUBMISSION WDD d 3 20 0 oI IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE of FOR PUBLIC CONSTRUCTIONKS DETAILS N0 SD-307 SIZE B SHEET: NTS Q SIZE D SHEET: NTS 00 00 SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898FA_o3 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) TWINID 0898FA 03 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. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. N LSON m © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. CD Op MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T: (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. Z O OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL 0 O BASED ON LOCAL POLICY, SEE SECTION 700. 05/26/23 INITIAL SUBMISSION woo © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 3 OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. a o OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET O BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 0 APPROVED BY THE CITY ENGINEER. SCALE O 2018 M SIZE B SHEET: NTS a CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS co (D, TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130FD16 0 z 3 FILE NAME:TDS_TWINID_0898FA_03 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 I TWINID_0898FA_03 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 LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY :E ENGINEER. M O RIGHT-OF-WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND 0 TYPE OF USE. o O 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 T: (207) 591-6427 F: (207) 772-3427 N "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com n ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. z O OF STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS o RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL 0 05/26/23 INITIAL SUBMISSION WDD E © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. a 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 SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE U LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER Q DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. SCALE U 2016 ri SIZE B SHEET: NTS a 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_0898FA_03 DIGufI TFSD-803 TYPICAL PAVED ALLEY SECTION 0 Dig Line,Inc. 811 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 T TWIN FALLS, I 03 TWIN FALLS,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. CONIC 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 2 -- LEGEND TYPE IV-NEW ALLEYS O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. M �_ O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. T I L S O N c� On a Mission o ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. T: (207)591-6427 F: (207)772-3427 v NOTES: mroocna0nl�n.c«m Q OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS o ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL q © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 05/26/23 INITIAL SUBMISSION woo @ MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF 3 USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" -O VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. o OE SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT U DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 0 2016 SCALE U M a TYPICAL PAVED SIZE B SHEET: NTS CITY STANDARD DRAWING SIZE D SHEET: NTS CID o TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FD16 0 z 3 FILE NAME:TDS_TWINID_o898FA_o3 DIGune. TFSD-805 STANDARD CUL—DE—SAC Cd1BetoreYOuDg Dig Line,Inc. Bll or 800-342-1SBS ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898FA_03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL .:? \,\9 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. OE 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 SECTION-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 CUL-DE-SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL-DE-SAC CIRCLE. 1O CONCRETE SIDEWALK. 2O STANDARD OR ROLLED CURB. ' O3 RIGHT-OF-WAY LINE. d v L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 O BASE 2.0 5.0 6.0 REVISIONS DATE DESCRIPTION INITIAL SUBBASE 6.0 [7.0] 15.5 [18.51 17.0 [20.01 Q 05/26/23 INITIAL SUBMISSION WDD a TOTAL 10.5 23.0 26.0 3 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 a IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. > [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 0 U 0 2016 SCALE U o CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS OF NO. SIZE D SHEET: NTS 00 TWIN FALLS CUB- DE- SAC TFSD- 805 SHEET D160FD16 0 z 3 FILE NAME:TDS_TWINID_0898FA_03