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Home My WebLink AboutTWINID_0898FA_02_CD_REV0-compressed DFN NAME : TWINID 0898FA 02 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID NODE FA •} wl y �� " w� � '� . ;tip"��.- '. ■ ■ �, � � � _ , • f � � + _ • � , �.a 1 '++Ir i•�� , �� it 1.- -- Y -� i �I - � - - - +w' !!A-J�►,� �� I ,• TDS ♦1 ■ • . Lino.Inc. 0 lowI Gtrca,t ,t•In; 0.0 ■ C3 MATERIAL DESCRIPTION QTY ACTUAL TWIN FALLS,ID db Alma 4 e + re 40 or IL dF c 1Zj - T, ' &7START PROJECT 42.58485489 r- . � f pr rA' _ ' _ Micros k C oration<C2 ` � O■ !c)1�023`t O`gT 023 Ma—©CNE$(2023)Distribution Airbus $©202 , I T r1 1 , n a Mission PERMIT • JURISDICTION . • . , , • 1 1 • JURISDICTIONPERMIT • SHEETS: C01 -C15 NEW UNDERGROUND • EXISTING . • • . / SHEET • OF • FILE NAME:TDS TWINID 0: ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. R'lI 7r HUi 1 DWG NO. SHEET NAME TWINID_0898FA_02 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 . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . C01-C15 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH 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 . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . M E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N U . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . _ E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . infoOtilsontech.com E03 TRAFFIC CONTROL PLAN . . . ... . . .. . . .. . . .. . . . . . .. . . .. . . .. . . .. . . . .. . . . .. . . . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS LLi .. . . .. . . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL o E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 05/05/23 INITIAL SUBMISSION NV . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 3 E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . > E07 HALF-ROAD CLOSURE MULTI-LANE Apll� . . . ... .ul E08. .. . . .. . . . .W OR.. .ON. PARKING. LA.N.E.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE NI E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS 0 . .. ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Q SIZE D SHEET: NTS 00 00 SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898FA_02 It DIGUnE CONTACT SHEET ag Line,Inc. H ho o •.2 1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898FA 02 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 Q C�. Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N P On a Mission o Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com Z Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 o OTHER REVISIONS 0 Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 05/05/23 INITIAL SUBMISSION NV Manager Network Engineering � Brian Thomason g 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 N' SIZE B SHEET: NTS o Todd Naylor NS-1-Route Acquisition 541-797-0539 a SIZE D SHEET: NTS 00 SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898FA 02 ® DIOUM GENERAL NOTES ag Line,Inc. H huo1 -21585 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 05/05/23 TWINID 0898FA 02 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 Q 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE o 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 rn 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission M a 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 COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. o ASPHALT: REVISIONS 0 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL r_ ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT os/os/23 INITIAL SUBMISSION NV O MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 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 N1 HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS 0 INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN < 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 0898FA 02 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C c AERIAL CABLE A ag Line,Inc.A CONDUIT SCHEDULE h„ .,. Hui, :�,,�� EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT z z z z z DBE DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E u/E DBDIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS c c— CORE BORE C—————— DBDIRECTIONAL BORE 3 1" EXISTING UNDERGROUND OIL —oIL OIL DIRECTIONAL BORE CONDUIT —Da Im DB 1 L25" DIRECTIONAL BORE 1 1.25' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25"IDIRECTIONAL BORE 2 1.25' TWINID 0898FA 02 EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25"1011RECTIONAL BORE 3 1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT 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 CENTERLINE —C/L —C/L EXISTING UNDERGROUND WATER 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 ELECTRICAL HANDHOLE(EHH) [ElCITY,COUNTY OR STATE BOUNDARY LINE — — — — — ELECO VAULT(VLT) O PROPERTY LINE 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) Q SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER STORM DRAIN MANHOLE(DMH) TILSON EXISTING COMM LINE , On a Mission Cn M CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 M EXISTING GAS LINE , InfoOtasontech.com Z CULVERT(CUL) >—\ O EXISTING POWER LINE , REVISIONS GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE O � GAS VALVE(GV) , 5 5 INITIALSUBMISSION NV EXISTING SEWER LINE 3 GAS METER(GM) lJ , a EXISTING WATER LINE iu p UNKNOWN MANHOLE(UMH) OU O UNKNOWN HANDHOLE(UHH) n v SCALE NI SIZE B SHEET: NITS UTILITY POLE(UP) SIZE D SHEET: NITS Co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898FA 02 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN M/21 — SS SEWER SD STORM DRAIN —E POWER LINE \ _ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT .T\ ELECTRIC METER m ELECTRIC CABINET \ y W ® ELECTRIC MANHOLE w - LIGHT POLE TRANSFORMER \ O$ SEWER MANHOLE © GAS MANHOLE R/W R/ ' ® SEWER VALVE ® GAS VALVE R \ ❑n TRAFFIC SIGNAL GAS METER / - A 0+00 © COMM MANHOLE ® WATER VALVE / EXISTING AXS 500 HH AT © COMM HANDHOLE HYDRANT 10'UTILITY EASEMENT 042.58485814,-1 14.45486154 COMM PEDESTAL WATER METER I I ® V IF PLANNED STRUCTURE TWIN FALLS COUNTY D IN FALL CO (SEE DFN:TWINID_0898GA_07) OD DRAINAGE MANHOLE )UTILITY POLE 15'UTILITY EASEMENT IS NOT YET INSTALLED, ® CATCH BASIN CULVERT CONTRACTOR WILL INSTALL STRUCTURE. TWIN FALLS COUNTY DOC#:018413 SEE DETAIL#1000-029 ' !I GR/GB:Y/ISO:Y ; J A 1+51 U/E U/E U/it .. .� T DB - U L:379' U/E U/E U/E w 1 I 09 COB Col T CIO Ob IS 1 10-UTILITY EASEMENT A 3+79 PLACE NEW I os c13 C. OTWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT g oa L DOC#:019795 042.58457356,-1 14.45591772 r L;188' ACCESS POINT ID:3000-027 A 2+40 coa coz col DB(1)1.25" GR/GB:N/ISO:N _ - U A 2+59 \ M/8 M/a— - 4�_l PREPARED FOR: w w R/ � TILSON U/E- \� \ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL c F 05/05/23 INITIAL SUBMISSION NV m _ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C01 OF C 15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER — STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE fi- '� 13SO TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 3 _ T• +m ® COMM PEDESTAL Q WATER METER ZY O DRAINAGE MANHOLE C UTILITY POLE ® CATCH BASIN CULVERT (`) 7 �,z $k -• - I *k ? AN � - „ f M Lu a ,+• L u o9 Boa T Lu a Rjw i 16 Lu 03 �13 c. w \ ♦ } A 5+67 PLACE NEW oa O L.537' \ -10'UTILITY EASEMENT 14"OJX24"AXS 400 LT DUTY HH AT 0 L 042.58457133,-114.45661750 r DB(1)1.25" TWIN FALLS COUNTY i coa coz co, I e� Mjn DOC#:019795 L;24S ACCESS POINT ID:3000-026 U A 7+41 DB(1)1.25" GR/GB:Y/ISO:N U 10'UTILITY EASEMENTU u TWIN FALLS COUNTY n U U/E u C< DOC#:019795 w _ LL DB \ p W W W PREPARED FOR: w U/E W A8+ 0 �, � ETILSON U E U/E is T:(207(591-6427 F:(207)772-3427 info@filsonfech.com A 8+12 PLACE NEW r REVISIONS - 14"0X24"AXS 400 LT DUTY HH AT m 042.58437632,-114.45727600 DATE DESCRIPTION INITIAL ACCESS POINT ID:3000-025 05/05/23 INITIAL SUBMISSION NV GR/GB:N/ISO:N SCALE w SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO2 OF C 15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C4 GAINE W WATTEER MAIN SEWER • SD STORM DRAIN 15'UTILITY EASEMENT -E POWER LINE 13 9 TWIN FALLS COUNTY E] ELECTRIC HANDHOLE QELECTRIC VAULT 3 I DOC#:019795 • A 16+#: L;qgl' 10'UTILITY EASEMENT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE ` I END OF CITY OF TWIN FALLS ROW DB(1)1.25" A 15+29 TWIN FALLS COUNTY ® TRANSFORMER I START OF IDT ROW U/E A 14+50 DOC#:019795 LIGHT POLE o _ A 16+56 —RAW - DB— —A 14+11 QS SEWER MANHOLE © GAS MANHOLE 141 4 E U/� ® SEWER VALVE ® GAS VALVE _- \U�F ❑n TRAFFIC SIGNAL GAS METER _R \ © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT Yl'1 � ® COMM PEDESTAL `l�l' WATER METER w \ R O DRAINAGE MANHOLE 0 UTILITY POLE M/8 �W ® CATCH BASIN CULVERT R/W R/W I !I A 13+49 PLACE NEW R�W ' 14"OX24"AXS 400 LT DUTY HH AT / 042.5848951 b,-1 14.45912330 (V ACCESS POINT ID:3000-024 U GR/GB:N/ISO:N 6 c12 —R/W— R/W T 1288 A 12+70 A 12+65 „ wav co3 cm T A 12+46 w CIO Ob � 10'UTILITY EASEMENT = • m _ TWIN FALLS COUNTY os c13 c. DOC#:019795 A 1290 O oa ■' I T� CO3 CO2 C01 UTri 1 3/n PREPARED FOR: r � L ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL m I 05/05/23 INITIAL SUBMISSION NV _ 'I SCALE * SIZE B SHEET:1"=50' SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO3 OF C 15 0 NOTES: 01GLINE.0 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. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 5 GAINE W WATTEER MAIN SEWER I SD STORM DRAIN JLPA +OL —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET +90 ELECTRIC MANHOLE �y ULIGHT POLE TRANSFORMER T\r7 O$ SEWER MANHOLE © GAS MANHOLE i L:486' I ® SEWER VALVE ® GAS VALVE I DB(1)1.25" ❑TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE _ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT . Aoft J I� c ie C,2 W 09 COB CO) T CIO Ob IS OS C13 C14 CO3 CO2 C01 4 0 jam wA :E ti.. \ 15'UTILITY EASEMENT m TWIN FALLS COUNTY I PREPARED FOR: - I I DOC#:019795 3 ETILSON T:(207(591-6427 F:(207)772-3427 I A 17+79 PLACE NEW nfo@filsonfech.com 14"OX24"AXS 400 LT DUTY HH AT REVISIONS \ 042.58533363,-1 14.46005127 R ACCESS POINT ID:3000-023 DATE DESCRIPTION INITIAL 1:92' I GR/GB:Y/ISO:N 05/05/23 INITIAL SUBMISSION NV DB(1)1.00" A v+61 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C04 OF C 15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 6 GAINE W WATTEER MAIN SEWER SD STORM DRAIN —E POWER LINE FvE] ELECTRIC HANDHOLE Q ELECTRIC VAULT ` F 1+68 PLACE NEW lb m ELECTRIC METER ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT 042.58715053,-1 14.45904710 ® ELECTRIC MANHOLE " TRANSFORMER ACCESS POINT ID:3000-021-3.1 LIGHT POLE L:193' GR/GB:Y/ISO:Y DB(1)1.25" O SEWER MANHOLE © GAS MANHOLE j L:168' DB(1)1.25" ® SEWER VALVE ® GAS VALVE R/W TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER W I O DRAINAGE MANHOLE C-0)UTILITY POLE T � ® CATCH BASIN CULVERT I� �B DB J MIa •-•N— . .� L:271' L:176 f ' D 0+12 DB(l)1.25" DB(1)1.25" END OF IDT ROW START OF CITY OF TWIN FALLS ROW M A 23+93/D 0+00 PLACE NEW D 2+71 PLACE NEW i--I r * 22"OX21"AXS 500 HH AT 14"OX24"AXS 400 LT DUTY HH AT �r U c12 042.58701329,-1 14.46004490 042.58703402,-1 14.45905380 ACCESS POINT ID:3000-021 ACCESS POINT ID:3000-021-1 GR/GB:Y/ISO:Y GR/GB:N/ISO:N Lu L:128' I W clo 'oe Is DB(1)1.25" �" L:9T I DB(l)1.00" os a3 cla DB(1)1.00" O o4 3 A 22+97 CO3 CO2 C01 1414 = T { U ' A 22+65 PLACE NEW r' 14"OX24"AXS 400 TIER 8 HH AT 042.58666276,-1 14.46005330 ACCESS POINT ID:#3000-022 � W W — - GR/GB:N/ISO:N PREPARED FOR: LI S ETILSON T:(207(591-6427 F:(207)772-3427 1390 info@filsonfech.com �- 'q # I REVISIONS DATE I DESCRIPTION INITIAL 05/05/23 INITIAL SUBMISSION NV i T SCALE dl� SIZE B SHEET:1"=50' MATCH TO SHEET #C4 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C05 OF C 15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 7 GAINE W WATTEER MAIN SEWER LA — E STORM DRAIN POWER LINE Liu r + ELECTRIC HANDHOLE Q ELECTRIC VAULT 9 ` + ELECTRIC METER m ELECTRIC CABINET I ® ELECTRIC MANHOLE - + TRANSFORMER LIGHT POLE .Zl ' O$ SEWER MANHOLE © GAS MANHOLE w� ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE ;=n L:329' © COMM HANDHOLE HYDRANT DB(1)1.25" ® COMM PEDESTAL Q WATER METER - O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT A27+66 PLACE NEW 14"OJX24"AXS 400 TIER 8 HH AT J 042.58803715,-1 14.46002555 _ ACCESS POINT ID:#3000-019 f GR/GB:N/ISO:N O i L17 T--I I �I I T-A U C12 09 COB CO) W W T w I L:181' � w . _ DB(1)1.25" = clo F OS cl3 cl< . 04 O \C �• � O CO3 CO2 C01 c 2 � I U U ' W I PREPARED FOR: ETILSON A 25+86 PLACE NEW T:(207)591-6427 F:(207)772-3427 14"OX24"AXS 400 TIER 8 HH AT info@tllsontech.com 042.58754185,-1 14.46003663 REVISIONS ACCESS POINT ID:#3000-020 GR/GB:N/ISO:N DATE DESCRIPTION INITIAL 05/05/23 INITIAL SUBMISSION NV I c� SCALE ~ SIZE B SHEET:1"=50' MATCH TO SHEET #C5 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C06 OF C 15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 11 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE C 3+04 PLACE NEW E] ELECTRIC HANDHOLE QELECTRIC VAULT 14"OJX24"AXS 400 TIER 8 HH AT I 042.58943191,-1 14.46031965 ELECTRIC METER m ELECTRIC CABINS ACCESS POINT ID:#3000-018-1 I ® ELECTRIC MANHOLE �y 15 GR/GB:N/ISO:N LIGHT POLE U TRANSFORMER 9 SEWER MANHOLE © GAS MANHOLE Y I 1 ® SEWER VALVE ® GAS VALVE r �, ❑n TRAFFIC SIGNAL GAS METER (Tl- rt © COMM MANHOLE ® WATER VALVE \�) © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE UTILITY POLE L:304' �QD W ® CATCH BASIN CULVERT 00 ilk Ur' 1 ■ t W • - wI I r� 1534 -• •I,O 15'UTILITY EASEMENT IN FALLS COUNTY I 3 1• �,; coa coz col DOC#:020915 \ * • U C 0+27 START OF IDT ROW mi C� END OF CITY OF TWIN FALLS ROW G A 30+95/C 0+00 PLACE NEW . • 22"pOX21"AXS 500 HH AT 042.58863371,-114.46042233 L:435' ACCESS POINT ID:3000-018 ::E PREPARED FOR: • DB(1)1.25" U GR/GB:Y/ISO:Y DB �M/a ETILSON + T:(207(591-6427 F:(207)772-3427 s• r _. r—. — - info@filsonfech.com u REVISIONS DATE I DESCRIPTION INITIAL A 30+39 05/05/23 INITIAL SUBMISSION NV —— R • DB M�21 Mob E A 29+28 A 30+04 E END OF IDT ROW I — SCALE START OF CITY OF TWIN FALLS ROW \ i ;� SIZE BSHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C07 OF C 15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 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 1519 Y + —E POWER LINE ti E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET t•Z ► ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE — - 1C] COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT I f wT '� w 09 COB CO) T I•'I"I L I CIO Ob 1 ` J I OS C13 c. O 10 0. r • I� A 35+31 PLACE NEW PREPARED FOR: 14"GX24"AXS 400 TIER 8 HH AT 042.58855772,-1 14.46203130 A 33+69 ACCESS POINT ID:#3000-017 A 34+40 733771 GR/GB:N/ISO:N t • 15'UTILITY EASEMENT U ! A 38+00/B 0+00 PLACE NEW i TWIN FALLS COUNTY D T I L S O N 22"OX21"AXS 500 HH AT II DOC#:020915 �_N 8 042.58843716,-1 14.46301 140 L:269' �E D ■ T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:3000-016 info@filsonfech.com GR/GB:Y/ISO:Y DB(1)1.25 T+ REVISIONS L:41' * A 36+65 A 38+41 /B 0+41 DB(2)1.25" 3 A 37+28 / DATE I DESCRIPTION INITIAL U U/E 05/05/23 INITIAL SUBMISSION NV E— Og — �� De SCALE �' / • SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C08 OF C 15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 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 ELECTRIC HANDHOLE Q ELECTRIC VAULT \ ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE W U TRANSFORMER LIGHT POLE i IT O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE i 1 \ ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE i � A 45+39 PLACE NEW © COMM HANDHOLE HYDRANT I 3 ® COMM PEDESTAL WATER METER I 14"GX24"AXS 400 LT DUTY HH AT m ± 042.58922704,-1 14.46495870 . OD DRAINAGE MANHOLE 0 UTILITY POLE ACCESS POINT ID:3000-014 ® CATCH BASIN CULVERT GR/GB:N/ISO:N m 's \ I 1542 1544 ,._. M. L:424' .. .� DB(1)1.25" \ s I 00 c12 Lu09 COB C07 T Lu T CIO Ob IS . OS C13 c. I O Oi CO3 CO2 C01 A m A 43+89 = - - 1 U ' ( A 43+66 1520 <Li �.. a 06 c I � a \ \ \ m I PREPARED FOR: \ \ G A 42+91 A 41+16 PLACE NEW T I L S O N 14"9JX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT \ 042.58843419,-114.46418360 TWIN FALLS COUNTY ACCESS POINT ID:3000-015 DOC#:020915 T:(207(591-6427 F:(207)772-3427 ` GR/GB:N/ISO:N info@tilsonfech.com A 42+26 AN REVISIONS m OB A41+72 D(1)1.25" DATE I DESCRIPTION INITIAL U 05/05/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C09 OF C 15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C8 GAS LINE W WATER MAIN SS SEWER 5D STORM DRAIN —E POWER LINE L:57' IN E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" Dg — B3+72 PLACE NEW ELECTRIC METER m ELECTRIC CABINET 14"(d'24"AXS 400 LT DUTY HH AT W W L:112' 042.58837237,-1 14.46215821 ® ELECTRIC MANHOLE TRANSFORMER /W D R/W - T'r] DB(1)1.25" ACCESSY ISO:ID:3000-016-3 LIGHT POLE U/E— U/E B 2+60 PLACE NEW OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE B 0+98 PLACE NEW B 1+64 L 162' 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" 042,5118301180,-114.46256350 Q TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:#3000-016-2 © COMM MANHOLE ® WATER VALVE 042.58828059,-1 14.46316426 �,GR/GB:N/ISO:N ACCESS POINT ID:3000-016-1 © COMM HANDHOLE HYDRANT GR/GB:N/ISO:N I ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE 15'UTILITY EASEMENT � ® �� CATCH BASIN CULVERT TWIN FALLS COUNTY WOC#:020915 I I J T 742 � iO4 m ... + � az wor _-- r • ' w 09 COB CO) T 808 w CIO Ob IS 1 OS C13 C. O Oi • I 4 � CO3 CO2 C01 2 r 1/ m 1 I ti.. PREPARED FOR: T , _ ETILSON \ L T:(207)fo@til27 F:ch.c 772-3427 • ) info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL � 05/05/23 INITIAL SUBMISSION NV m SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C10 OF C15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 12 GAINE W WATTEER MAIN SEWER ' STORM DRAIN E i — POWER LINE ELECTRIC HANDHOLE m ELECTRIC VAULT ELECTRIC METER ELECTRIC CABINET \ I ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE !I ❑n TRAFFIC SIGNAL GAS METER I 1 I © COMM MANHOLE ® WATER VALVE C 6+29 PLACE NEW © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 TIER 8 HH AT 042.59032351,-1 14.46030333 ® COMM PEDESTAL WATER METER Q / ACCESS POINT ID:#3000-018-2 O DRAINAGE MANHOLE )UTILITY POLE GR/GB:N/ISO:N \ CATCH BASIN CULVERT 0 az 3 L:325' \ � • �" cl1 DB(1)1.25" mq ti ' 09 COB CO) T - CIO Ob IS I OS C13 C14 I � CO3 CO2 C01 I , I M. PREPARED FOR: o I ETILFON 15'UTILITY EASEMENT I T:(207(591-6427 F:(207)772-3427 �^ TWIN FALLS COUNTY info@filsonfech.com a DOC#:020915 •+ REVISIONS DATE I DESCRIPTION INITIAL I I 05/05/23 INITIAL SUBMISSION NV LL SCALE 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C7 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C11 OF C15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER STORM DRAIN —E POWER LINE 9r _i i E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 65 ` ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE _ U TRANSFORMER IL -0 LIGHT POLE x r O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 2 ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE i _ © COMM HANDHOLE HYDRANT �♦ I ® COMM PEDESTAL Q WATER METER I I ' m +,. O DRAINAGE MANHOLE 0 UTILITY POLE \ ® CATCH BASIN CULVERT C 9+71 PLACE NEW .. .� 14"OX24"AXS 400 LT DUTY HH AT - 042.59125051,-1 14.46031276 ACCESS POINT ID:3000-018-3 GR/GB:Y/ISO:Y I I c12 r C 9+634 c,1 Bu09 COB CO) T I UTILITY EASEMENT TWIN FALLS COUNTY 9 TWIN #:020915 1634 clo oa OS C13 C14 •I �� ff CO3 CO2 C01 , J r M PREPARED FOR: r~ uj o ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com C 7+69 REVISIONS ` L:341' DATE I DESCRIPTION 05//05/23 INITIAL SUBMISSION NV INITIAL I g115 i I - SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C12 OF C15 0 NOTES: 01GLINE.0 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. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE W WATER MAIN SEWER SD STORM DRAIN 1223 L:376' —E POWER LINE NEW DB(1)1.25" D 4+93/F 0+00 PLACE .'0 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"(dX24"AXS 400 TIER 8 HH AT D 6+55/G 0+00 PLACE NEW D 9+79/H 0+00 PLACE NEW 042.58714757,-1 14.45842350 14'YdX24"AXS 400 LT DUTY HH AT Z 14"GX24"AXS 400 TIER 8 HH AT ELECTRIC METER m ELECTRIC CABINS m H 042.58714856,-1 14.45661870 ® ELECTRIC MANHOLE ACCESS POINT ID:#3000-021-3 042.58714955,-114.45781860 o In D 8+10 PLACE NEW ACCESS POINT ID:#3000-021-6 TRANSFORMER GR/GB:Y/ISO:Y ACCESS POINT ID:3000-021-4 2 14"OX24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:Y LIGHT POLE GR/GB:Y/IS Y J L:34' w L:46' 042.58714845,-1 14.45724530 - L:37' O$ SEWER MANHOLE © GAS MANHOLE DB 1 1.00" r- " " ( ) L:163' � ACCESS POINT ID:#3000-021-5 DB(1)1.25" G 0+24 I GR/GB:N/ISO:N L:169' DB(1)1.00" L.170' ® SEWER VALVE ® GAS VALVE RAW DB(1)1.25 DB(1)1 25" ❑n TRAFFIC SIGNAL GAS METER D 5+15 RAW _ /W © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER L.43' OD DRAINAGE MANHOLE UTILITY POLE W W —DB(1)1.25" ® CATCH BASIN CULVERT D 4+54 M/8 /8 M/a —M - ' 1L:82, E 1+11 F H 2+42 M�21 - M�a '...f DB(1)1.25" L:35' H 0+43 PLACE NEW L:64' H 1+g3 PLACE NEW D 4+47/E 0+00 PLACE NEW z DB(1)1.00" T DB(1)1.00" - 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" L 042.58703007,-1 14.45661870 _ 14"OX24"AXS 400 LT DUTY HH AT E 0+82 PLACE NEW ACCESS POI , ID:#35713640 �--( U ACCESS POINT ID:#3000-021-6.2 ACCESS POINT ID:3000-021-6.1 042.58703698,-1 14.45839930 14"GX24"AXS 400 TIER 8 HH AT I GR/GB:N/ISO:N U O12 4* ACCESS POINT ID:3000-021-2 042.58703492,-114.45809425 GR/GB:Y/ISO:Y L GR/GB:Y/ISO:Y ACCESS POINT ID:#3000-021-2.1 -- r GR/GB:Y/ISO:Y w09 COB .7 T w I w w CIO Ob OS C13 CI4 O 04 � A O r 3 T� _ CO3 CO2 C01 4 U � U ' PREPARED FOR: -- W- W w—l" ETILSON `J I ' T:(207(591-6427 F:(207)772-3427 info@filsonfech.com #' A REVISIONS DATE I DESCRIPTION INITIAL ' 05/05/23 INITIAL SUBMISSION NV ,•ram T SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C13 OF C15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 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 D 1 1+48/J 0+00 PLACE NEW 1 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT • 1 \ ELECTRIC METER m ELECTRIC CABINET 14"0X424"AXS 400 TIER 8 HH AT 042.58714560,-1 14.45598840 / \ ® ELECTRIC MANHOLE 0 ACCESS POINT ID:#3000-021-7 J 0+69 PLACE NEW ?� � / \ LIGHT POLE U TRANSFORMER L:41' I GR/GB:Y/ISO:Y L:41)1.00" Y 14"fc�X24"AXS 400 LT DUTY HH AT O SEWER MANHOLE © GAS MANHOLE 042.58714739,-1 14,45573288 D 11+18 L:69' ACCESS POINT ID:3000-021-7.1 ® SEW ER VALVE ® cAsvALVE W DB(1)1.25" GR/GB:Y/ISO:Y 7 ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE \ © COMM HANDHOLE HYDRANT / ® COMM PEDESTAL Q WATER METER OD DRAINAGE MANHOLE UTILITY POLE DB(1)1.25" LAWNDALE DR LAWNDALE DR �� \ ) [[DW j CATCH BASIN CULVERT W D 13+67 i D 11+94 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" U 042.587021 231-1 1 4.45599008 ?4w C12 ACCESS POINT ID:3000-021-8 ISO:N o O1 WZ 09 COB CO) T WN — J CIO Ob IS 1 OS C13 O CI4 J Oi 0 U/E CO3 CO2 C01 D 14+99 PLACE NEW 3/n _ 14"OX24"AXS 400 LT DUTY HH AT U 042.58665486,-1 14.45535810 ACCESS POINT ID:3000-021-9 CQ GR/GB:Y/ISO:Y �.. PREPARED FOR: Y� �Y K ETILSON IW T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS BUSCH CT DATE I DESCRIPTION INITIAL 05/05/23 INITIAL SUBMISSION NV R/W R/W :} T SCALE w SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C14 OF C15 0 NOTES: 01GLINE.0 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_02 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 1 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 Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET (D ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE F I ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER OILZl � © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 3 ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE Q UTILITY POLE G 3+76 PLACE NEW [[D CATCH BASIN CULVERT�� 14"OX24"AXS 400 TIER 8 HH AT 042.58814680,-1 14.45771870 I J ACCESS POINT ID:#3000-021-4-1 GR/GB:Y/ISO:Y I 1458 f I C12 Lu c� 09 COB CO) T Lu c CIO Ob IS 1 V 1 05 C13 C14 I _ CO3 CO2 C01 PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 - info@filsonfech.com REVISIONS I I DATE I DESCRIPTION INITIAL 05/05/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C15 OF C15 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. H . ' ho o •.2 1585 TWINID 0898FA 02 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 •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I �I I—III—III—III—I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I�I I—I I MI I la I—I I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —III—III=III=III=I1-111 II=II III— REFER TO TFSD-306 il � 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=1I I—I I I—I I1=I I I�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 'I-1 I I—III DETAIL L�I I�I—I I M I I—III; =III—III—III=III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W —I I�I—I I MI 11-1 I ANY NUMBER OF INNERDUCTS 1 � AND/OR HDPE's,AS SPECIFIED III-111=I 11_i &FIBER OPTIC CABLE 11I1IIII�II I I=,1I�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 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 111 1 1-111-1 1 III_ _ •�I��—��—��, —I 11=11 I—I 1 I-1 I 1 II—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III 3'MIN "4 DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. > III� w G G �IIIIII111111IIIIII �II�IIII — T I L S O N v -2 -2 REFER O II.1-111I1III—IIII�IIII1—111 1111111El I I11 On a Mission Cn o CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 lll—ll1�J1 lll I T: (207)591-6427 F: (207)772-3427 \ > ANY NUMBER OF INNERDUCTS 1=I 1 I—1I1=III—III—I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III—III=I I�I—III; SD S ' SS &FIBER OPTIC CABLE =I I�I—1I1=III—III= I 11=1 11=1 I�11=I I C 24"MIN. 24"MIN. i1 REVISIONS 1 _L _LI III I� DATE DESCRIPTION INITIAL U U iI-1I1-11I-1 05/05/23 INITIAL SUBMISSION NV o II�III��I- ALIGNMENT STATION(FT) 25 I I II I I- 4"BORE HEAD. CONDUIT AS SPECIFIED a3 (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 041 GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO SIZE B SHEET: NTS Q REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE , SIZE D SHEET: NTS Co (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI co (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898FA 02 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. 1985 TWINID 0898FA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F++ ++, +++ ++ ff ++ ++4 F++ 080.00 DETAIL A 2 SCALE 1 : 1 TILSON On a Mission N o T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com rows C"VO.+a n►ro w cov.w-.W DRAWN:A Du Tat o►o ro Iw o neaeor IS"Poo"""or run,vro M4A-AXS-400R-ASSY-TDS REVISIONS �w "AT►0T K CCOM ELT oo of DATE DESCRIPTION INITIAL ~O P*W-A"D rot CO► "m-MOND=#A^T CHECKED: Oro""0 05/05/23 INITIAL SUBMISSION NV ►$or K orsaou4o to^NIT"m MIA-AXS-400R-ASSY-TD5 onrM 11M1iW wMr'V+oo"a` DATE: 14/10/2020 3 > SCALEIA3): 1:6 O U - 2D I SdJe0 mm w o e4am r^C'0l"hsMtsa_0411190euIIIIIING SCALE N' 60AD IIIIIIIIIIII0111%,n pofvn 1671 SIZE B SHEET: NTS o ro•Ca 6n ttyarle"IwI LL roves 0^4""G SIZE D SHEET: NTS co td ov I I.0.`OQi SHEET D02 OF D16 of I MAL rdo*m4o corn 0 Z FILE NAME:TDS TWINID 0898FA 02 AXS 400 H H DETAIL ® D1GUM ag Line,Inc. TOP VIEW i + TWIN ID 0898FA 02 PHOTO RENDER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A 0 0 - -s000 RIGHT VIEW m � Q TILSON On a Mission c� - (D - T: (207)591-6427 F: (207)772-3427 SECTION A-A n sonteo.00m DRAWN- A Dv Toff O NOROF L W rah OF M"A►4 M4A-AXS-40C*-A43T REVISIONS Qw 0 406 d47 %"Y tam K 00pw*711110{LT 00e1 DATE DESCRIPTION INITIAL O 0^JT Ake"Calld*dT3 6AAv CHECKED: Dv~ rAw 05/05/23 INITIAL SUBMISSION NV FOOT K OOCa QM TO Aviv t1r�p MCI►-AlI3-�00!•ASS� rA m 11Yrl"w wurm.C 41049w DATE 17/'08/I020 3 > MNMO�iS�A►KA v i1�!/�010�10>• SCALF(A4 1'b o Mahe IAGTON MlWtS,►aDQimbG SCALE NI GOAD fit_K&VsftA Iv1 SIZE B SHEET: NTS o ►O Box$77 CLOww"INI LL IMOVAJIL C.A41brC. • _ SIZE D SHEET: NTS co co qL y>'I I"ASHEET D03 OF D16 MAL:wvOwde ce m 0 Z FILE NAME:TDS TWINID 0898FA 02 - - - AXS 500 H H DETAIL D19 Une,Inc. Fail ,r HiTn EXPLODED VIEW LID BASE TWIN ID 0898FA 02 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21 A9 PHOTO RENDER — 21 A9 A� 19.69 000 000 j M 19.69 2079. - ILSON 000 IT N Q��II14C�1a (D T: (207) 591-6427 F: (207) 772-3427 Q.99 'ma C" 415Im Cw DRAWN: A Du Tort infoOttlsontech.com M'b~ �� 71481E011"IS TK•9110001rY a M4A Nb WAA-AXS-SOOR-ASSY Z 0 MAY PAM It corm ftgouv co*1 REVISIONS ►Av.NO W ccwD'i rOOK40/MAY Tso w CHECKED: �M� .0 r� DATE DESCRIPTION INITIAL o II I)K�CLOM V Nh 7"m SWR AKS CHAMbR REVW 1 05/05/23 INITIAL SUBMISSION NV ewiP'1eS wr rgt�1 iM�sM ca+s:M. DATE: 12/W/2020 3 SCALE(A3): 1:7 ' SEIO\— CTN A-A vl A� �� eve"F^C10ft MWsm.1,imofta A4 o 1 071R eC1�0 to"o-nvwww 1471 SCALE NI A0e clogre toy) t SIZE B SHEET: NTS Q MIOvAAL O^V"e b 'RL ev 11 ow 70QJ SIZE D SHEET: NTS 00 MNL 0000MUCCO80 SHEET D04 OF D16 00 z 3 FILE NAME:TDS_TWINID_0898FA_02 • TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL INN 'I■■■■� NII ' . . - ■� liesI �■��■■��.� Drill IMI -■. -■I 110Iiii!AIEWJ -IDS Of I 11-mm a 0 .. ��I MI■��■ ■ ■I III-• � ■ _ �� .. I ! m■■A■■w■■L . 11 'd ■� ■C lff WE P. ■C �' ° '� � 1` ��. `mod... _ _ _ ,yip � • - � t . , IM IS I! TILSON K 40C K 0 U T 49 too • �.. �dog SHEET D• FILE NAME:TDS . 0898FA , CHARLES 101 - 8"XT PEDESTAL ® IDIOM( ag Line,Inc. TWINID_0898FA_02 TWIN FALLS,ID — — MATERIAL DESCRIPTION QTY ACTUAL � I 7 , 5 i INSIDE I 7 . 5 0.*to ADLOCK INSIDE NASD 16.0 0 21 S � � 0 M L50N Cl) o T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com 0 REVISIONS DATE DESCRIPTION INITIAL 05/05/23 INITIAL SUBMISSION NV d 3 a iu 0 U o SCALE U 04 1 SIZE B SHEET: NTS 0 < D46II1114 •0 � 511E SIZE D SHEET: NTS 00 o A 10 I H O 1 1 - 1 1 0OWPIA AEv SHEET D06 OF D16 rt �1wt.• •awne• er rw I I 1 15 4111-11 nttl► MU► I o f I 3i. �r16~ w�'.o�COt�c��•�i�iesn FILE NAME:TDS_TWINID_0898FA_02 CHARLES 104 - 12"X1 1 " PEDESTAL ® �°mxm"-- Diq Une,Inc. 811 or 800.342.15% 12 . 00 TWINID 0898FA 02 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( ( 1 I 22 , 00 I 38. 08 1 I LJ ' I 10 , 00 - TILSON On a Mission M N No T: (207)591-6427 F: (207)772-3427 InPoOtHsontech.com o ' REVISIONS DATE DESCRIPTION INITIAL 0 05/05/23 INITIAL SUBMISSION NV I 21 . 37 SCALE . I50 v o I SCALE U N o , _ SIZE BSHEET: NTS I sit E oa.a+c p SIZE D SHEET: NTS co 0 1 w =� B I O 4 H C I I I I O O O W[ SHEET D07 OF D16 g { _ 1 � Kl[ t1S IAM011-IIOOOM FILE NAME:TDS_TWINID_0898FA_02 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. h Huai -215g5 TWINID 0898FA 02 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m LXGEND Ile VAX"000 sm pm In Old r,MAW **mom Fir.On 1.7 `SAWMIT to K AS tAFt AS MOM! + [# WREli ii ! � :VAS rDZX SM 'SAWftrl�&� (WE 49TY- F nM FA4s VEWSICN5 SECT M 30A C {n ik rTPAN F MM WK Al C"M OF FM{ FOR I, RF iYS�411 WIDTH WAY BC KAPPON" YIiH VUTIM PDUMS54tt MNOTMS TILSON Cn On a Mission a 'I T: (207)591-6427 F: (207)772-3427 pm I - _ InPoOttlaontech.com wt o „ y jam"`"� mriia� REVISIONS IQ'7 ISHFAM Imo, -"JU §' -- DATE DESCRIPTION INITIAL Q p�� Wd ON TW of WTM FIMAWK sTCM AM OS/OS/23 INITIAL SUBMISSION NV i iJ) 3 a iu 0 U (� o SCALE U NI SIZE B SHEET: NTS a ' I �I Q; s SIZE D SHEET: NTS co AV� SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898FA_o2 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 H Boil •.? 15 9 9 g g 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898FA 02 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL A SPHALT 10 10 PAVEMENT GRAVEL 7 EXISTING B 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 (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND (DMATCH EXISTING BASE THICKNESS BUT NOT LESS THAN S" AFGREATERINDEPTH US IISHOTHERWISEED GSPECIATE BFAED.SE (MIN.) UNLESS TYPE "P" 10 0 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. 0 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 © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OOVERLAP APPLIES 4" WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MINIMUM DISTANCES. M 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 0 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. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH Q 0 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. C 0 k CONCRETE PANEL 7 N o: OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH -- - -- - M 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. a SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOttlsontech.com Z O 1© PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. w DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 05/05/23 INITIAL SUBMISSION NV O PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. a 3 ( SAWOO TO K VCWMLJ& aW4M PATH. CRI SLAF, SAW WTM. (SW O' T1YW FALL. RE SH)NS SECTION 307J. 0 U o SCALE U N' SIZE B SHEET: NITS of CITY STREET CUTS AND STANDARD DRAWING OF N0 - 0 3 SIZE D SHEET: NTS Co TWIN FALLS SURFACE REPAIR DETAILS �S D 3 SHEET D090FD16 (DI Z FILE NAME:TDS TWINID 0898FA 02 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. 1985 I wJr TWINID 0898FA 02 TWIN FALLS,ID - - p tiny a �• 9 � 4- V- • .• 1 MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KTA 0 — 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: TYpr Q C a CPA'& �4 Row WAY VARY , i% P-MS ION tOCAIM @j P*&AK 2R awwo Oti *" NOAD rms LEGEND 2 © ►N1WWAT POO-A E5 FK ACCMS, p nATURAI opawo Q MDTM MUST K %T tFbT K we M IeDTPt•12, Ul.1Lml a1111two tc SPear= o Pupa r wm or 3/4• a va Ao neat T I L S 0 N COYPACTEO TO 9e; DAY DE egri M O 90NR� DITCl ��HAVE Any On a Mission 3 1 ►J1t SLOP( wm •1 U.0PIC oN N[OOYwOd>fD 1•E eACX SIOPE Of OS Qrm Tomm Sfl MIN PASR/IF ORASS VAT;M E45* T- (207)591-6427 F- (207)772-3427 r� MOMON 3" gXAU K A W40AN t-t tnfoOtIsontech.com n .AGX SLCFE vIPTN 4 1 BApr ROPE AO KAI eft oO(f O Trw o e' W.JS PI C..IOQ COtACM TO 9?; o aT SMALL W welw m Cow ram s m Or ow REVISIONS W 0 1E LOOEST A CATE "m Comm Q Pt/Ki )� aF �/4' FiOAJAIb Q*AAX w 10 000DA0149 ORANUX PMMeG OITl71 DATE DESCRIPTION INITIAL 0 t♦•O)" DW*'"IS IIIE>}4011IIIII[D IM © P.OPOSm P►E(rE 05/05/23 INITIAL SUBMISSION NV AppRC"rED tD.CAI AW TYPE Q Pucs r OF•' NNVS oiT+w vtA'+n corPACTLD 10 ea; �, oNtt oam 3 N IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING o FOR PtJKX 1MIORKS NO SD—ZJO A4 SCALE 04 N coNST�t�cuoN ROAD SIZE B SHEET: NTS I . O a SIZE D SHEET: NTS co co SHEET D10 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898FA_o2 TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. H Huai •.215g5 TWINID 0898FA 02 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL "^ - tr RUM UK a - �. .� r -Y amm - •� � sus A971!! Fm m VERaff---- NOTES � + M m �� TILSON Cl) -� - _ - — , On a Mission a ENIMPC UNCKFL } • _____ T- (207)591-6427 F- (207)772-3427 L ® YPE f VOq GRE+lEVO 0 T& tnPoOtIsontech.com IDi7'G°Atl ASPH& IN A EiTRW#T LOL 1E ii�l --" Z li +°te1' fti:?�MS1N 2+'I�h�' iL {�i dR dAl[J17Ff 1 0 7ER C �—"r TRA►EL REVISIONS 7 & - I -- — - DATE DESCRIPTION INITIAL o PER SOMML=, 05/05/23 INITIAL SUBMISSION NV 111,0 mm 1 SWAN FMT w Lm WAY 6Eu ITIE 7 E M OR CIY I�Mr_ IQ1'C± _ REFAf Lt9NO fRGUT- F POMOM AFtE OREATER THAM W037Y Wm W(w MAW AN A if w wmrim A4do A a3 T 'SQUAfE FUOF USE COWPACTE3 PEA GIRAYEL BEUN A — M' lil H0RMIMIAL SFFARA7M FR(M D7CPM OTY PLmt W CAP- UIL1TM LW=91HO tIIEt 7PPIOa14G MY TFE CITY o DKMIWL U o wo SCALE U NI SIZE B SHEET: NTS aLlrvlco SIZE D SHEET: NTS MY uT a � � T, SD" SHEET D11 OF DI 00 0 z 3 FILE NAME:TDS_TWINID_o898FA_o2 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. • TWINID_0898FA_02 / v TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 24• �D SKID DETAIL LEGEND N T>c O yap CUT To nT 20 CANNQ POPE O3 •'.a• Ctom OM F.tAMOCO SIM% Q cOWvIcIld"T IAwCA= CAWNG W9, ATOMS (C•►W Mc CO APPRI 9L9STTR:110N 13' CAAN IM F4F[ Z SPACLWS PVt STn CAM W FVL 3 9ACRS I'R SACK) 4 SUC01N SIM CAINC 31Ir Mw *ALL "CKM[Si MR dA CIP 1' CKAID TNAlb CAfII WE KU O 011TSM II !dl 2 4 © Y i1 COW STAftXSS SR& SToJRVIC. 4' QC. Wn A Mk OI TWO SV WS IKTOM "t AOIIIR 45' AP LLA1t SIOAC9 ICLI37 MTN SAAQ, GMOUT; 31W CRALQ OR "V2 MAMMAL AS AMWM B1' 09 [MOhtR 7 {;) NOTES: a um asANAMcc v A wcTmw pwo rom% et "slop SIom .I L S O M "s DUAL is mcp<=. 56�1. T vw o; aRANI IUt AP"OVAL BY TIC C%GV4W§ " M .. _ ch TO CONSTN.1CllOr N oN ^ T. (207) 591-6427 F: (207) 772-3427 SECTION A—A 01 V aaw A ommw wsCtJSyi:A�I OF AI III MovO PV9 U000tT, AL9%tMCNT, 1 0 infoOtilsontech.com 1NE LP4E ANO CRACC AVMANM W CAANiKJP o h T= Pit PLCATAWK MO F%,M OF AMt^M SPMX REVISIONS BCT M C&WK Pic Awp CANna POL ALL " Tlt APPWWAL SP TIK CrONIMI 0"00 10 DATE DESCRIPTION INITIAL NSTAILAG 7w p4K O 05/05/23 INITIAL SUBMISSION NV d 3 a JViS 0 UI o gAHO STANDARDS BORING AND JACKING STAMIDARD DRAWNG SCALE FOR PUBLIC NIORUS f SIZE NTS N DETAILSSD-307CoNsRa a SIZE D SHEET: NTS Co Co SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898FA_02 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1O1M ag Line,Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898FA_02 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 /YR3M MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q 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 Oj 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 NTH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. Q © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. 0 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. Cl) o OD 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 infoOttlsontech.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 NITIAL 0 O BASED ON LOCAL POLICY, SEE SECTION 700. 05i05i23 INITIAL SUBMISSION NV © 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 U ®IZ CN SIZE B SHEET: NTS a CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS Co (D, TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130F D16 0 z 3 FILE NAME:TDS_TWINID_0898FA_02 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. h Huai •.215g5 [STEM rem I SmIllm ism 51 1 T5ltr**r WIWI TWINID 0898FA 02 TWIN FALLS,ID 'StEE ' 7 MATERIAL DESCRIPTION QTY ACTUAL FT lvArr rn ewA" up"fl4.aC" f ml Mr fl.%vb 3 t5 27 SG I!� 24 3 t kd 44 (70) 1*4 (t"] Wrp 12MO] TOTOL Ia5 "& "-r-nv oumwr Dm3wry LO i� 'rJ3 iLeGENDJ @tom` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa 1TE B M OQpw-11 LwjA Pmw IIIIIn,rwff�wuwj(SEE GTY OF rmW F*LL9 W►5TER 7IRA W*tTAT*N KW/)i ' . . .:_ I M TILSON On a Mission N pun-IT � Via �s ;. ... UM T: (207)591-6427 F: (207)772-3427 --'Imo, '-AMAPPROYM fi fS�Yi _ , tnPoOtilsontech.com - i_ -j aa�_$tZES'_ R1_bCi> _0 i'; W ice of CM&palm wj REVISIONS DATE DESCRIPTION INITIAL 05/05/23 INITIAL SUBMISSION NV p I. of MMMM PEQUOM AhFFR4MEEC 1111M AM SCALE 041 U SIZE B SHEET: NTS a QTY T P� �IL RURAL TANOARD WA NG SIZE D SHEET: NTS 00 (DIpry F ! SECTION l TF � SHEET D14 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898FA_o2 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. h : . Huai •.2 15g5 --- lb OF iwm TWINID 0898FA 02 TWIN FALLS,ID • %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS SITS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE Ill—NEW ALLEYS its-- - .- -- TYPE. IV-NEW ALLEYS � �ftilli MMT M Q M 1: rrm.at Mr,mP atodo mmmm, TILSON ,.- . _. On a Mission a ♦r '��.�,40 -��dK T: (207)591-6427 F: (207)772-3427 fin - tnfoOtIsontech.com OTmw o !°p ' wxwpc* , REVISIONS Nw,yam, Rww-';RAWAM-lp#Ld& DATE DESCRIPTION INITIAL Q �moms No 4w m— wr IV,m ; m"a wK 17`+ � 05/05/23 INITIAL SUBMISSION NV �.W a3 ga LM IQF°99E AW,501M lid*PFIRONED BY U)CAL-00 fD°. N o E7:BY_-�k'f;-R_-Efr_+§ESii.,ILA, �GYIH4�E ff F� UN IDS v SCALE NI SIZE B SHEET: NTS OI L `TYP L A` E LL SIZE D SHEET: NTS o I" PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898FA_o2 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. h Huai •.215g5 FOR FIRE ACCESS ROAD SEE TFS0— TWINID 0898FA 02 TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL f' J ' 7 VON"M4=ollpt" ` �'M F !• .10 1: r NALM Iil[PA11EiWU PVM44ED GRdDE 0 UK-4 E-W TO RAPO E ,X AND ML 0 UT ll . 01 37rEer C=iIXIRlCd W %TKV OM 15 TAT GM CqX_GE_SMORCMt lk. :I[IR AflLLED C4:qi, aL 4P1L E_ Q M TILSON C'M S�MQt firth 11�Sm[Hrtu wtr+k/�►;�ti u"m mmtm on a Mission (D Lm46dIyy I*yER TkKy,krw (wp{;I T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com u PLANT IAN P064EMENT 2Z 2.5 7.9 o BAM 2i L I 6.0 REVISIONS DATE DESCRIPTION INITIAL o �eex e.0 (7.0] ILL (I&S) IYL0 (=11] d 05/05/23 INITIAL SUBMISSION NV Tow. ," DO ma 3 P9RP4jW 084M E' av a � 1F U![b,n!ilIATE fLSAr llVt F,SwmmP i Bra o 7I j w ALTum7m n*!;)ww V*;wd IN i4Umi wwxm ir V �NF I.MPR m 4 um. U o SCALE U o SIZE B SHEET: NTS � ` _ DR..� LL TFD- SIZE D SHEET: NTS o III— E—S I SHEET D16 OF D16 I 0 z 3 FILE NAME:TDS_TWINID_o898FA_o2