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DFN NAME : TWINID 0898EA 12 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID *`e 1�l'�i '. i NO[; F �.. S ;• VL DE EA TDS PERMIT LOCATION MAP It Dmuf* Dig Line,Inc. _ - H00-347.15A5 TWINID_0898EA_12 TWIN FALLS,ID I — MATERIAL DESCRIPTION QTY ACTUAL " _ TWIN FALLS CANAL CO. " CIO C08 C 04 LATERAL 43 I JCQ CO2 I CO I START PROJECT 42.58699026 / -114.49362335 � 1 I C12 CO :.I C06 AM T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com REVISIONS DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION ALS PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C12 NEW UNDERGROUND 9,909, SHEETS: C01 -C12 EXISTING UNDERGROUND 0' SHEETS: SCALE SIZE B SHEET: NTS TOTAL FT 9,9091 SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 1 .88 FILE NAME:TDS TWINID 0898EA 12 ® DIOUnE TABLE OF CONTENTS ag Line,Inc. DWG NO. SHEET NAME TWINID_0898EA_12 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-C12 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 . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER L 5 Q N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 07/14/23 INITIAL SUBMISSION AILS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll�l E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898EA 12 It DIOUnE CONTACT SHEET Dog Line,Inc. ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA_12 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 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 Chris Haskin Director-Network Engineering 608-664-4443 TILSON r� On a Mission CD N Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 v tnPoOttlsontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 o OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION AILS Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 C Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE N SIZE B SHEET: NTS Todd Naylor NS-1-Route Acquisition 541-797-0539 Q SIZE D SHEET: NTS w SHEET BOl OF B03 0 0 7 FILE NAME:TDS TWINID 0898EA 12 ® DIOUM GENERAL NOTES ag Line,Inc. 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 07/14/23 TWINID 0898EA_12 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 d 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 N 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 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 o�/tn/23 INITIAL SUBMISSION AILS 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 THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. G 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT N HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS w 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 0 7 FILE NAME:TDS TWINID 0898EA 12 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dog Line,Inc. CONDUITSCHEDULE I EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT W(3)l' DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E U/E DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—————— DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —OIL oIL DIRECTIONAL BORE CONDUIT —DB— �nB� DIRECTIONAL BORE 1 1.25' DIRECTIONAL BORE MULTIPLE CONDUIT —BB— idDB— DB(2)L25" (ARECTIONALBORE 2 1.25' TWINID 0898EA_12 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1F DROP FIBER }>e DB(3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID � � �nB� EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER CENTERLINE —CA —C/L PROPOSED HH RIGHT-OF-WAY —R/w — — —R/w — — ELECTRICAL MANHOLE(EMH) ^ EDGE OF PAVEMENT EOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— TRANSFORMER(TRA) I I GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL ggG B8G WATER VALVE(WV) C12 TERMINAL C12 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL oil Qn3 INITIAL SUBMISSION AILSGAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898EA 12 NOTES: DIGL I NE.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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C04 GAS LINE W WATER MAIN SS SEWER L:185' i —SD— STORM DRAIN 1 1I —E POWER LINE DB ( ) F I E ] ELECTRIC HANDHOLE Q ELECTRIC VAULT N 10'UTILITY EASEMENT L:300' J � ELECTRIC METER ELECTRIC CABINET TWIN FALLS COUNTY w I TIS UTILITY EASEMENT ELECTRIC MANHOLE L:100' 7.5'UTILITY EASEMENT DOC#:032473 0 TWIN FALLS COUNTY LIGHT POLE TRANSFORMER TWIN FALLS COUNTY A l+26/A 3+00/B 0+87 w DOC#:007222 DOC#:032473 > OS SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE U/E DB(3)1.25" TRAFFIC SIGNAL GAS METER 3 3/fl © COMM MANHOLE ® WATER VALVE , _ © COMM HANDHOLE � HYDRANT —U/ A0+00 3/n ® COMM PEDESTAL Q WATER METER 7.5'UTILITY EASEMENT OPTITAP:10/90 L:200' A 2+13/B 0+00 PLACE NEW A 0+52 L:126' a PLANNED HH AT m TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT I DB(1)1.25" 042.58699026,-1 14.49362335 O DRAINAGE MANHOLE l L)UTILITY POLE PLACE NEW A 0+59 IF PLANNED STRUCTURE CATCH BASIN CULVERT DOC#:004036 14"OX24"AXS 400 LT DUTY HH AT ACCESS POI , ID:l 1 0-026 3 (SEE DFN:TWINID_0898EA_05) ACCESS POINT ID:I 100-026 042.58698031,-1 14.49490809 o F IS NOT YET INSTALLED, . GR/GB:Y ISO:N ACCESS POINT IDa 100-026-7 I CONTRACTOR WILL INSTALL STRUCTURE. - �kr GR/GB:N/ISO:N I SEE DETAIL#1100-025 ( GR/GB:Y/ISO:N L:245' N 10'UTILITYEASEMENT DB(1)1.25" I I 7+�IT+.Y W*•w+`�*+•T'fa'' TWIN FALLS COUNTY 0 DOC#:006932 A 3+83 c U L:292' A 4+03 t t co 3/f DB(1)1.25" 3/n 1` 3/fl n T•• w MAI — M/b_ 3/ c14 co oa — 3 0 Ol � C12 Co •' C06 If � ,A, U R W � A 8+96/A 10+32 � �\ / A A 5+45/A 7+09 _ Q L:68' C `' DB(2)1.25" DB(1)1.25 I A 5+62 A 4+63 \ G 10'UTILITY EASEMENT L'82 m ` TWIN FALLS COUNTY DB(2)1'25 PREPARED FOR: DOC#:006932 I A 6+27/C 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.58633731,-114.49447912 ACCESS POINT ID:1100-027 w A 9+64 PLACE NEW I GR/GB:Y/ISO:N p 14"OX24"AXS 400 LT DUTY HH AT I - Z T I L 5 0 N m042.58636437,-1 14.49513390 —r I OPTITAP:20/80 LLJ I ACCESS POINT ID:I 100-028 rri p 1 I 100'TAIL I I T:(207(591-6427 F:(207)772-3427 GR/GB:N/ISO:N info@filsonfech.com W 0PTITAP:20/80 —1 I L.138 REVISIONS 100'TAIL DB(1)1.25 I DATE I DESCRIPTION INITIAL Q I L:300' 07/14/23 INITIAL SUBMISSION AILS 3 L:200' 10'UTILITY EASEMENT \ TWIN FALLS COUNTY 15'UTILITY EASEMENT I DOC#:006932 SCALE TWIN FALLS COUNTY _ m DOC#:006932 �_ SIZE B SHEET:1"=50' s MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C01 OF C 12 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C08 GAS LINE w WATER MAIN IS SEWER SD— STORM DRAIN E POWER LINE DB(1)1.25" W W L,200, E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 7.5'UTILITY EASEMENT D 3+99 PLACE NEW i I OPTITAP:10/90 i1 ELECTRIC METER m ELECTRIC CABINS TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:022877 042.58715076,-114.49679958 7.5'UTILITY EASEMENT ELECTRIC MANHOLE It PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:1101-001-1 TWIN FALLS COUNTY ® LIGHT POLE TRANSFORMER L:200' L:100' GR/GB:N/ISO:N 042.58714299,-114.49620988 DOC#:032473 10'UTILITY EASEMENT 750' ACCESS POINT ID:1100-026-11 QS SEWER MANHOLE © GAS MANHOLE _ TWIN FALLS COUNTY L 67' GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE DB 1 1.25" U/E Q TRAFFIC SIGNAL GAS METER _.I/(� DOC#:022877 ( ) 7.5'UTILITY EASEMENT - U/ TWI N FALLS COUNTY — © COMM MANHOLE ® WATER VALVE rDOC#:022877 U/E U/E U/E © COMM HANDHOLE HYDRANT OPTITAP:10/90 I L:200' OPTITAP:10/90 ® COMM PEDESTAL Q WATER METER LLI D 3+32 PLACE NEW I OPTITAP:10/90 2 CABLES L:200' OPTITAP:10/90 L:200' OPTITAP:10/90 OD DRAINAGE MANHOLE ��UTILITY POLE 14"OX24"AXS 400 TIER 8 HH AT Lu ® CATCH BASIN CULVERT PLACE NEW 042.58696568,-114.49680233 J I PLACE NEW 7.5'UTILITY EASEMENT PLACE NEW PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:I 101-001 Q 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT7 14"OX24"AXS 400 LT DUTY HH AT — . -1 042.58700805,-114.49747700 GR/GB:N/ISO:N � 042.58695634,-114.49621337 DOC#:004036 042.58698749,-114.4956,183 042.58698360,-114.49526507 0� ACCESS POINT ID:1101-002 m ACCESS POINT ID:1100-026-10 ACCESS POINT ID:1100-026-9 ACCESS POINT ID:1100-026-8 GR/GB:N/ISO:N DB(1)1.00" I GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N -7.5'UTILITY EASEMENT 10'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY m rl DOC#:019502 DOC#:004036 L:145' O T h - M/a L:400' \\ 3/fl 3/n 3/ 11 Co w M/a -- MA, w r. CO , T-• C1Q 04 W '• o W = 3 01 U') w — w O — — Raw _ O C12 CO r C06 DB � B.� � DB R W J\ 2 CABLES L:160' LU A 17+50/A 19+04/D 0+77 A 16+40/D 1+87 �P DB(1)1.25" A 13+24/A 14+80 - LU r L:288' L:110' 10'UTILITY EASEMENT 10'UTILITY EASEMENT r Q I DB(1)1.25" DB(2)1.25" 3 TWIN FALLS \ ( DOC#004 30UNTY IN FALLS 006 30UNTY I 7 TWIN UTILITY COUNTY 10' T 10'UTILITY EASEMENT 10'UTILITY EASEMENT DOC#:006932 TWIN FALLS COUNTY TWIN FALLS COUNTY 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT I I PREPARED FOR: DOC#:019502 DOC#:004036 TWIN FALLS COUNTY TWIN FALLS COUNTY L.7T DOC#:004036 m DOC#:006932 D13(3)1.25" c I L:78' I ' DB(2)1.25"ju 7.5'UTILITY EASEMENT 7.5 UTILITY EASEMENT T w TWIN FALLS COUNTY TWIN FALLS COUNTY 0 3 ETILSON DOC#:019502 DOC#:004036 Q cm fTl 0 T:(207(591-6427 F:(207)772-3427 A 18+27/D 0+00 PLACE NEW b OPTITAP:20/80 CID A 14+02 PLACE NEW OPTITAP:20/80 nfo@}ilsoniech.com 14"OX24"AXS 400 LT DUTY HH AT 100'TAIL 14"OX24"AXS 400 LT DUTY HH AT 100'TAIL J REVISIONS j 042.58636091,-114.49721772 042.58635066,-114.49621421 I = ACCESS POINT ID:1100-030 ACCESS POINT ID:1 TOO-029 DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION A GR/GB:Y/ISO:N GR/GB:N/IS AILS ' L:200 SCALE �—L:20C SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS CO2 OF C 12 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE w WATER MAIN - _ SS SEWER —SD STORM DRAIN f'- —E POWER LINE Ip-..• - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT UTILITY EASEMENT 7.5'UTILITY EASEMENT lb m i L:170' TWIN FALLS COUNTY TWIN FALLS COUNTY ELECTRIC METER m ELECTRIC CABINET a I DB(1)1.25" DOC#:022877 DOC#:022877 ® ELECTRIC MANHOLE I I TRANSFORMER I LIGHT POLE 3/ 3 O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER MIN © COMM MANHOLE ® WATER VALVE - © COMM HANDHOLE HYDRANT OPTITAP:10/90 L:200' 7.5'UTILITY EASEMENT OPTITAP:10/90 L:200' OPTITAP:10/90 ® COMM PEDESTAL Q WATER METER FIELDSTONE RD TWIN FALLS COUNTY ' E 0+00 PLACE NEW PLACE NEW PLACE NEW OD DRAINAGE MANHOLE �)UTILITY POLE DOC#:019502 - R/W 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT ® CATCH BASIN CULVERT 042.58703267,-1 14.49921670 042.58701870,-1 14.49856567 042.58701277,-1 14.49802750 ACCESS POINT ID:1101-005 ACCESS POINT ID:1101-004 ACCESS POINT ID:1101-003 —�., _� MIN GR/GB:Y/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N [� W A 24+22 PLACE NEW 3/r1 -3/n 3/D— U _ U/E 14"OX24"AXS 400 LT DUTY HH AT M/N .—L_M _ 1 042.58660597,-1 14.49889710 /N -MIN 1 Co _ ACCESS POINT ID:I 100-032 + \ GR/GB:N/ISO:N w c1Q CO C 04 Lu I W__ = 3 01 I R� DB D O C12 CO C06 - U/E= 1 �" A 24+97 A 22+43 - 10'UTILITY EASEMENT I c141 A 25+10 DB(1)1.25 TWIN FALLS COUNTY DOC#:019502 U m A 25+61 A 23+78 P A 22+7 A 21+92 PLACE NEW < if 7 c ` If 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT F CC TWIN FALLS COUNTY e m 042.58658500,-114.49827694 G DOC#:019502 ACCESS POINT ID:1 100-031 c A 26+50 PLACE NEW L:230' GR/GB:N/ISO:N PREPARED FOR: 22"OX21"AXS 500 HH AT DB(1)1.25 OPTITAP:20/80 I 042.586451 10,-114.49955119 = ACCESS POINT ID:1100-033 w 100'TAIL GR/GB:N/ISO:N _ A 23+26 15'UTILITY EASEMENT m 10'UTILITY EASEMENT IN FALLS COUNTY ETILSON DOC#:019502 m w TWIN FALLS COUNTY DOC#:026186 ' ` 7 T:(207(591-6427 F:(207)772-3427 OPTITAP:30/70 f >_ info@filsonfech.com - — PLACE NEW I O REVISIONS — 14"OX24"AXS 400 LT DUTY HH AT U DATE I DESCRIPTION INITIAL C I 042.58617694,-114.49828782 ACCESS POINT ID:1100-031-1 07/14/23 INITIAL SUBMISSION AILS m GR/GB:N/ISO:N L:200' I _ I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS CO3 OF C 12 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB-DB- FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE w WATER MAIN - SS SEWER 2 PIPE$ -SD- STORM DRAIN E POWER LINE DB(1)1.00" 10'UTILITY EASEMENT I E] ELECTRIC HANDHOLE QELECTRIC VAULT TWIN FALLS COUNTY I C1 ELECTRIC METER m ELECTRIC CABINET \ DOC#:032473 c ® ELECTRIC MANHOLE B 12+69 PLACE NEW TRANSFORMER 14"OX24"AXS 400 TIER 8 HH AT \ /� y� LIGHT POLE 042.58805049,-1 14.49467560 I `M�?I / O SEWER MANHOLE © GAS MANHOLE ACCESS POINT IDA 100-026-6.1 r I — GR/GB:N/ISO:N I M ® SEWER VALVE ® GAS VALVE I I ❑n TRAFFIC SIGNAL � GAS METER Ile © COMM MANHOLE ® WATER VALVE 10'UTILITY EASEMENT I ❑ (,' COMM HANDHOLE HYDRANT TWIN FALLS COUNTY W L.14O ® COMM PEDESTAL Q WATER METER DOC#:032473 DB(1)1.25" W Q O DRAINAGE MANHOLE C-0)UTILITY POLE '.0 R W 7 R/W - ® CATCH BASIN CULVERT L:137' c \ DB(1)1.25" i Q I _ kr CL 00 O I+ � I U B 4+14 PLACE NEW " "14 OX24 AXS 400 LT DUTY HH AT B 14+07 PLACE NEW 11 CO 5 h 14"GX24"AXS 400 LT DUTY HH AT 042.58787174,-114.49404295 042.58767324,-114.49467871 ACCESS POINT ID:1100-026-2 M1 L I � _ r ACCESS POINT ID:1100-026-6.2 GR/GB:N/ISO:N w w GR/GB:Y/ISO:N Q � i ct4 Co 04 w \ L:300' Z 3/ I PIPED LATERAL Lu Lu 3 } of O —� I i/F ll/F USE Ct z Co C06 3/n L:142' LATERAL43� DB(1)1.25" u I B 2+72 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT Q 042.58748006,-1 14.494051 14 C c 1 ACCESS POINT ID:1100-026-1 m ' G m I I I GR/GB:N/ISO:N OPTITAP:20/80 PREPARED FOR: 3/fl /a M/21 d 1 L 39' - ETILSON DB(1)1.00" I MEGAN CT T:Ip7info@t427tech.c1772-3427 info@filsonfech.com REVISIONS W 3 DATE DESCRIPTION INITIAL R/W 10'UTILITY EASEMENT � 07/14/23 INITIAL SUBMISSION AILS � Raw I R/W U/E \ TWIN FALLS COUNTY c _ \ I-` �\/ DOC#:032473 m I � SCALE SIZE B SHEET:1"=50' (r� MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C04 OF C 12 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu 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 ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE J O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER (� DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT v- + W w W Ol R/W -- R/W UU/E 3 `7 DB R/W R/W 41 _ A WCO� I c \ L:265' B 7+92 wB 9+58 PLACE NEW 25"w 14"OX24"AXS 400 LTB 7+66042.58889051,-114.49471219 ACCESS POINT ID:1100-026-5GR/GB:N/ISO:N � B 6+93 PLACE NEW O14"OX24"AXS 400 LT DUTY HH AT L B 9+75 c 042,58863713,-1 14,49403184 I \ r L:168' m ACCESS POINT ID:1100-026-4 DB(1)1.25" I GR/GB:N/ISO:N \ 10'UTILITY EASEMENT Q ` —— opI I IN FALLS COUNTY T DOC#:032473 r PREPARED FOR: B 11+26 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT c 042.58844508,-114.49466651 TWIN FALLS COUNTY m I Lu `\ ACCESS POINT ID:1100-026-6 DOC#:032473 Q 3 GR/GB:N/ISO:N ? A = i - ETILSON OPTITAP:TERMINATING I L:139' ry Q T:207 591-6427 F:207 772-3427 DB(1)1.25" 1 N 1 1 f l CI \ info@filsonfech.com m B 5+54 PLACE NEW RE 14"OX24' DATE DESCRIPTION INITIAL 144' 3 REVISIONS AXS 400 LT DUTY HH AT 042.58825528,-1 14.49404242 3 L: ACCESS POINT ID:1 100-026-3 \ 07/14/23 INITIAL SUBMISSION AILS DB(1)1.25"' 4 GR/GB:Y/ISO:N i ISCALE — - SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C05 OF C 12 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO1 GAS LINE W WATER MAIN Ll IS SEWER —SD STORM DRAIN '� .Zl —E POWER LINE L:36' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT PLACE NEW I DB(1)1.00 14"OJX24"AXS 400 LT DUTY HH AT " ELECTRIC METER m ELECTRIC CABINET � 042.58600184,-114.49514059 ELECTRIC MANHOLE ACCESS POINT ID:1100-028-1 I 10'UTILITY EASEMENT m I ® LIGHT POLE TRANSFORMER c GR/GB:N/ISO:N I TWIN FALLS COUNTY 7t OPTITAP:30/70 12�1 DOC#:006932 I ® SEWER MANHOLE ® GAS MANHOLE SEWER VALVE GAS VALVE ( ❑n TRAFFIC SIGNAL GAS METER C 1+38 PLACE NEW L:100' 14"OX24"AXS 400 LT DUTY H H AT © COMM MANHOLE WATER VALVE® 042.58595865,-114.49448234 © COMM HANDHOLE HYDRANT ACCESS POINT ID:1 100-027-1 ® COMM PEDESTAL Q WATER METER 15'UTILITY EASEMENT GR/GB:N/ISO:N DRAINAGE MANHOLE C UTILITY POLE TWIN FALLS COUNTY c DOC#:006932 T\TI ® CATCH BASIN CULVERT w L:144' PLACE NEW DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT \ 042.58582045,-1 14.49514348 I 3 ACCESS POINT ID:1100-028-2 2 GR/GB:N/ISO:N C 2+37 I I OPTITAP:40/60 O C 2+82 PLACE NEW U 14"OX24"AXS 400 LT DUTY HH AT I - M/& L:131' m 042.58558048,-114.49440237 I 11 Co DB(1)1.25" J ACCESS POINT ID:1100-027-2 y GR/GB:N/ISO:N I <n ;112 wOPTITAP:30/70 Co 04W Qjw O1O CO C06 C3 �c Ur+ — R/W� \� ' i Q \ L:106' DB(1)1.25" - C 4+28 C 3+55 I PREPARED FOR: L:40' OPTITAP:40/60 DB(1)1,25" L:300 DB(1)1.000" C 5+30 PLACE NEW C 3+88 PLACE NEW / 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT T I L 5 0 N 042.58546208,-114.49515531 042.58540076,-114.49464954 ACCESS POINT ID:1 100-027-4 ACCESS POINT ID:1 100-027-3 li T:(207)591-6427 F:(207)772-3427 GR/GB:N/ISO:N GR/GB:N/ISO:N I info@tllsontech.com m REVISIONS DATE I DESCRIPTION INITIAL M/b I 07/14/23 INITIAL SUBMISSION AILS r SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C06 OF C 12 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE w WATER MAIN IS SEWER SD STORM DRAIN m m1 —E POWER LINE `* a E] ELECTRIC HANDHOLE Q ELECTRIC VAULT • PLACE NEW PLACE NEW *� ELECTRIC METER m ELECTRIC CABINET 14"OJX24"AXS 400 LT DUTY HH AT 14"0X24'AXS 400 LT DUTY HH AT ELECTRIC MANHOLE 042.58598234,-114.49722553 ACCESS POINT ID:1 100-030-1 I ACCESS POI ,-I 14.496 029-1 LIGHT POLE RANSFORMER GR/GB:N/ISO:N ACCESS POINT ID:1100-029-1 _ GR/GB:N/ISO:N SEWER MANHOLE © GAS MANHOLE � OPTITAP:30/ ® SEWER VALVE ® GAS VALVE OPTITAP:30/70 I TRAFFIC SIGNAL GAS METER + © COMM MANHOLE ® WATER VALVE L:2OO' \ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE ml-L�UTILITY POLE 7.5 UTILITY EASEMENT 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT \ ® CATCH BASIN CULVERT TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY m — _ DOC#:019502 DOC#:004036 DOC#:004036 DOC#:006932 I 0 >- —�kr J I 7 Y I+rY r 4ra+YYi�Yer.1'{i+r r PLACE NEW Q N N 14"OJX24"AXS 400 LT DUTY HH AT >- I _ 042.58559151,-114.49622621 0 U I PLACE NEW w ACCESS POINT ID:1 100-029-2 U 14"OJX24"AXS 400 LT DUTY HH AT _� GR/GB:N/ISO:N h l 11 co \ 042.58560392,-114.49723128 I _ \� 3 OPTITAP:40/60 /n ACCESS POINT ID:1 100-030-2 � r• gO.4 W GR/GB:N/ISO:N — — M/21W cl coW = ui OPTITAP:40/60 = 3 � L:100' 3 HLEY DR O O m L \ L C12 CO r C06 r L:200' r L l R/W UR^ m an U ~ C PLACE NEW aCC ' G \ — 14"OJX24"AXS 400 LT DUTY HH AT G \ I I 042.58540270,-1 14.49622785 . ACCESS POINT ID:1100-029-3 10'UTILITY EASEMENT PREPARED FOR: \ w j GR/GB:N/ISO:N TWIN FALLS COUNTY DOC#:006932 OPTITAP:TERMINATING PLACE NEW I i 14"O)X24"AXS 400 LT DUTY HH AT 042.58526333,-114.49723077 1 6+61 PLACE NEW ACCESS POINT ID:I 100-030-3 4 4"AXS 4 LT DUTY HH AT T I L S 0 N GR/GB:N/ISO:N I 042.58.58542184,-11 14.49562398 ACCESS POINT ID:1 100-027-4.1 T:(207(591-6427 F:(207)772-3427 3/n OPTITAP:TERMINATING J GR/GB:Y/ISO:N info@filsonfech.com / 3/n REVISIONS MAM/21 M/21 M/a Y ,y 3/n DATE DESCRIPTION INITIAL �' MA 07/14/23 INITIAL SUBMISSION AILS —W i+ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C07 OF C 12 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C09 GAS LINE W WATER MAIN — SS SEWER SD STORM DRAIN i I m —E POWER LINE __ \ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT E 13+97 PLACE NEW _ L:131' I I ELECTRIC METER m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25.1 ELECTRIC MANHOLE 042.58820785,-1 14.49759670 1 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT \_ (E) �LIGHT POLE TRANSFORMER ACCESS POINT ID:1101-012 I TWIN FALLS COUNTY TWIN FALLS COUNTY GR/GB:N/ISO:N DOC#:022877 DOC#:032473 rT 10'UTILITY EASEMENT O SEWER MANHOLE © GAS MANHOLE L:91 TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE DB(1)1.25" _ I DOC#:032473 TRAFFIC SIGNAL GAS METER L:200' © COMM MANHOLE ® WATER VALVE 10'UTILITY EASEMENT D 6+86 PLACE NEW I H 5+87 PLACE NEW © COMM HANDHOLE HYDRANT 3 TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL `l WATER METER DOC#:022877 042.58791443,-114.49679331 c 042.58805549,-114.49555636 ACCESS POINT ID:1101-001-3 m ACCESS POINT ID:1100-026-17.1 OD DRAINAGE MANHOLE C UTILITY POLE GR/GB:N/ISO:N ® CATCH BASIN CULVERT GR/GB:N/ISO:N E 14+88/ PLACE NEW 14"0X24"AXS 400 LT DUTY HH AT OPTITAP: L.131' 042.58795804,-114.49760000 �Dg L:56' ACCESS POINT ID:1101-013 D ! I (1)1.25" 2SGR/GB:Y/ISO:N W i 0 � OPTITAP:20/80 D 6+78 � ._". '• ,� ' . 1 OPTITAP:10/90 0 U D 6+71 I' H 7+18 PLACE NEW U { Io L:179 J 1+42 PLACE NEW — r \ 14"OX24"AXS 400 LT DUTY HH AT 11 CO Th w DB(1)1.25" D 6+64 14"OX24"AXS 400 LT DUTY HH AT 042.58769421,-114.49555935 042.58788607,-114.49619741 Q ACCESS POINT ID:1100-026-17.2 n ACCESS POINT ID:I 100-026-13 T f w3/ GR/GB:Y/ISO:N GR/GB:Y/ISO:N w C14 Co 04 3 T 3/ I -y - ^ 3 'r Ol II VI O F 1+60 LATE RAL43 C12 CO C06 F 1+79 PLACE NEW L:142'.00" 14"OX24"AXS 400 LT DUTY HH AT L:151' U 042.58749010,-1 14.49754430 U ACCESS POINT ID:1101-013.1 DB(1)1'25 GR/GB:Y/ISO:N C 200'rn T r D 5+35 PLACE PREPARED FOR: 14"OX24"AXS 400 LT DUTY HH AT OPTITAP:10/90 'c . 042.58752165,-114.49679638 �X 3 ACCESS POINT ID:1101-001-2 J 0+00 PLACE NEW GR/GB:N/ISO:N I 14"OX24"AXS 400 LT DUTY HH AT j 3/D 042.58749571,-114.49620358 ACCESS POINT/GB:- 0-ISO:N / ETILSON GR/GB:Y/ISO:N / U A. I T:(207(591-6427 F:(207)772-3427 � 10'UTILITY EASEMENT nfo@}ilsoniech.com (DTWIN FALLS COUNTY REVISIONS / DOC#:022877 DATE DESCRIPTION INITIAL J\F 07/14/23 INITIAL SUBMISSION ALS c m 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:022877 DOC#:032473 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C08 OF C 12 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu 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 ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE H 2+74 PLACE NEW O SEWER MANHOLE © GAS MANHOLE 14"0X24"AXS 400 LT DUTY HH AT 042.58888773,-1 14.49549017 ® SEWER VALVE ® GAS VALVE /2! m/a ACCESS POINT ID:1100-026-16 ❑n TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT —w w — � w w —w R/W R/W — —Ln J/LD 0 +87 � 11 CO 10'UTILITY EASEMENT L:500' => TWIN FALLS COUNTY L:274' I I H 2+92 -�� LJ.J w DOC#:032473 DB(1)1.25" W C14 Co 04 1 f E 12+38 PLACE NEW D 9+57 PLACE NEW w = 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT w 042.58864558,-114.49758968 042.58865953,-114.49677961 c ■ = 3 01 (f 1 ACCESS POINT ID:1101-011 ACCESS POINT ID:1101-001-3.2 '168 GR/GB:N/ISO:N GR/GB:Y/ISO:N m L:I \ L:168 .25" OI OPTITAP:15/85 I O C12 Co C06 OPTITAP:20/80 U H 0+00 PLACE NEW 10'UTILITY EASEMENT j 14"OX24"AXS 400 LT DUTY HH AT fI - 3 - -- TWIN FALLS COUNTY c 042.58865405,-114.49618710 I 1 Q I I L:48' DOC#:022877 m I I ACCESS POINT ID:1 100-026-15 DB(1)1.00" GR/GB:Y/ISO IJ 7.5'UTILITY EASEMENT Z 7.5'UTILITY EASEMENT 10'UTILITY EASEMENT PREPARED FOR: TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY L:159' DB(1)1.25" I DOC#:022877 DOC#:032473 A I DOC#:032473 w :DDB(1)1.25" Nil ETILSON Iw L:200' m U 10 UTILITY EASEMENT m w T:(207)591-6427 F:(207)772-3427 D 8+17 PLACE NEW o OPTITAP:TERMINATING info@tllsontech.com Q TWIN FALLS COUNTY PLACE NEW DOC#:022877 14"OJX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 LT DUTY HH AT H 4+42 PLACE NEW REVISIONS 042.58827567,-114.49678953 141Y 4X24"AXS 400 LT DUTY HH AT ACCESS POINT ID:1101-001-3.1 042.58827006,-114.49619220 I DATE DESCRIPTION INITIAL GR/GB:N/ISO:N ACCESS POINT ID:1100-026-14 I 042.58845140,-114.49555318 07/14/23 INITIAL SUBMISSION AILS GR/GB:N/ISO:N ACCESS POINT ID:1100-026-17 L:300' t GR/GB:N/ISO:N OPTITAP:15/85 —L::: L:145' SCALE — DB(1)1.25" w w SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C09 OF C 12 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C11 GAS LINE w WATER MAIN SS SEWER 15'UTILITY EASEMENT —ID— STORM DRAIN E POWER LINE WIN FALLS COUNTY I — TWIN DOC :FALLS I`2 I� E] ELECTRIC HANDHOLE Q ELECTRIC VAULT R/W— -- ELECTRIC METER m ELECTRIC CABINET E 19+95 PLACE NEW G 1+64 PLACE NEW I ® ELECTRIC MANHOLE m 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT TRANSFORMER _ 0 042.58816213,-114.49853197 042.58815617,-114.49780361 LIGHT POLE L:176' ACCESS POINT ID:1101-015.1 ACCESS POINT ID:1101-014.1 1 QS SEWER MANHOLE © GAS MANHOLE DB(1)1.25' I I GR/GB:Y/ISO:N GR/GB:Y/ISO:N c SEWER VALVE ® GAS VALVE C I T c: ❑n TRAFFIC SIGNAL GAS METER L:71 © COMM MANHOLE ® WATER VALVE • E 3+47 PLACE NEW DB(1)1.25" 14"GX24"AXS 400 LT DUTY HH AT © COMM HANDHOLE HYDRANT IMF 042.58793920,-114.49922338 E 15+44/G 0+93 A ® COMM PEDESTAL Q WATER METER ACCESS POINT ID:1101-007 I L:93' D DRAINAGE MANHOLE UTILITY POLE GR/GB:N/ISO:N _L:164' pg(2)1,25" O �) E 3+32 1 \ DB(1)1.25" ® CATCH BASIN CULVERT - 10'UTILITY EASEMENT U/E I TWIN FALLS COUNTY �I TWIN(FALLS COUNTY OPTITAP:1LITY EASEMEN 0/90 Lwwkr DOC#:022877 L:200' E 18+31 PLACE NEW E 16+37/ PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT I 00 042.58771309,-1 14.49853721 042.58770701,-114.49781410 1 i O �T ACCESS POINT ID:1101-015 ACCESS POINT ID:1101-014 L:17T GR/GB:N/ISO:N GR/GB:Y/ISO:N U �y -1 Ct l CO DB(1)1.25" OPTITAP:TERMINATING L:194' OPTITAP:30/70 \ w C14 CO 04 Lu rn FI 1 3 �� Ol - LATERAL 43- E 1+83 I 15'UTILITY EASEMENT L:300' LATERAL 43 E 1+70 PLACE NEW TWIN FALLS COUNTY O C12 CO C06 I, 7 14"OX24"AXS 400 LT DUTY HH AT DOC#:02287 3 042.58749876,-114.49922072 3 ACCESS POINT ID:1101-006 _ GR/GB:N/ISO:N \ ' I L:400' I 5Q /n 15'UTILITY EASEMENT 3 3/fl PREPARED FOR: TWIN FALLS COUNTY — T DOC#:022877 M/b M/21 ' c • .; m ETILSON W— �t W T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com RAW - REVISIONS / \ /E U/E\\ DATE DESCRIPTION INITIAL IN qV6 07/14/23 INITIAL SUBMISSION AILS R W m rtr SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C10 OF C12 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ 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 n E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE I ® SEWER VALVE ® GAS VALVE ❑TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE 1 I © COMM HANDHOLE � HYDRANT F ? ® COMM PEDESTAL Q WATER METER L O DRAINAGE MANHOLE 0 UTILITY POLE — ® CATCH BASIN CULVERT M-- �. /W — R W ` / R/W —R/W U/E- DB U E U EDB o E 10+82 I U �. L:185' Lu t t co 1 E 10'UTILITY EASEMENT OPTITAP:10/90 DB(1)1.25" L:500' E 10+92 E 7+03 TWIN FALLS COUNTY I I �D DOC#:022877 E 8+23 PLACE NEW E 10+08 PLACE NEW E 1 1+01 Lu C14 CoC 04 14"OX24"AXS 400 LT DUTY HH AT 14'OX24'AXS 400 LT DUTY HH AT U L1..1 w , 15'UTILITY EASEMENT 042.58891726,-114.49880287 042.58891016,-114.49811792 b TWIN FALLS COUNTY ACCESS POINT ID:1101-009 ACCESS POINT ID:1101-010 DO C#:022877 \\ I GR/GB:Y/ISO:N GR/GB:N/ISO:N DB(1)1225' cc G (= 3 Ol O C12 CO C06 - \\• E 1 1+82 L:300' / E 5+23 PLACE NEW I DB(1)1.25" M/21 — 14"OX24"AXS 400 LT DUTY HH AT PREPARED FOR: 042.58840050,-114.49927370 ACCESS POINT ID:1101-008 ayy ' GR/GB:N/ISO:N E 5+35 DB(1)1.00" ETILS0 N R/W — — R/W — � T:(207(591-6427 F:(207)772-3427 fI U/E info@filsonfech.com u/E REVISIONS JF� DATE DESCRIPTION INITIAL L:500' I 07/14/23 INITIAL SUBMISSION AILS M/a M/21 E 4+70 � E 4+56 I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C11 OF C12 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898EA_12 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE w WATER MAIN fF SS SEWER 17 SD STORM DRAIN 1 —E POWER LINE .. 3 W I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 7 � i ELECTRIC METER m ELECTRIC CABINET y m — ELECTRIC MANHOLE —__ _ 15'UTILITY EASEMENT I � TRANSFORMER TWIN FALLS COUNTY LIGHT POLE LJ • DOC#:019502 SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE i IL ❑n TRAFFIC SIGNAL � GAS METER _ F © COMM MANHOLE ® WATER VALVE t U © COMM HANDHOLE HYDRANT m K 1+75 PLACE NEW K 0+00 PLACE NEW 0 ® COMM PEDESTAL Q WATER METER L.17S O D DRAINAGE MANHOLE UTILITY POLE 14"GX24"AXS 400 LT DUTY HH AT 14"9�X24"AXS 400 LT DUTY HH AT k O �� 042.58591775,-1 14.49880860 DB(1)1.25" 042.58579369,-1 14.49832357 U ® CATCH BASIN �<CULVERT ACCESS POINT ID:I 100-031-2.1 ACCESS POINT ID:1 100-031-2 GR/GB:Y/ISO:N GR/GB:Y/ISO:N . — OPTITAP:40/60 � I I c 7�Y I+rY r 14�+YYi�Yer.1'{i+rr m � � L:200' U law f. 1.. Lu C10 CO C 04 \ f W I Ol ` 15'UTILITY EASEMENT TWIN FALLS COUNTY IDOC#:019502 O Ct2 CO :• co, ` PLACE EW 7 I 14"OX24"AXS 400 LT DUTY H N H AT F- 042.58528559,-1 14.49831378 \ ACCESS POINT ID:1 100-031-3 I I \ GR/GB:N/ISO:N G OPTITAP:TERMINATING I / i PREPARED FOR: it ETILSON Noah T:(207(591-6427 F:(207)772-3427 no 3/fl info@filsonfech.com - - w IN R/W - - - - M/N REVISIONS DATE DESCRIPTION INITIAL W 07/14/23 INITIAL SUBMISSION AILS W SCALE R/ SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C12 OF C12 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. TWINID 0898EA 12 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—III—III—III—I 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 -IIIMIIMIIMIMI1-111 11ElI 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 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 'I-1 DETAIL L M I M 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—ITI—I I— _ •�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. G G —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N 30"MIN. I11=III�1I=1 I�n I=I1I-1 Imo_ v -2 -2 REFER O I�—III—III—I I-I I I�I I-11�111 on a Mission .I I--III—IIIII--I I�I I=11 I�I�I II I�1 I=I1 II I I—II—I E CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I I-1I—111—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I M I I—I 11=I I I—I I I= III=II 11=I1 REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—III I.fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-11I—I1 07/14/23 INITIAL SUBMISSION AILS IIMIMII- ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED (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& 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 U (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING N GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (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 CONSTRUCTION. [FILE NAME:TDS TWINID 0898EA 12 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. TWINID_0898EA_12 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F++ ++,�+++ + + ++ AL AL ++ -- _ 080.00 DETA1L A SCALE 1 : 1 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com rows C"VOW40 Aao ate CCVVUC.rn DRAWN:A Du Tat o►o ro Iw neaeor IS"Poo"""or run A►1D M4A-AXS-400R-ASSY-TDS REVISIONS "AT►fir K CCPW ELT oa of DATE DESCRIPTION INITIAL *^W-A►+DrotcO► "m-MON =#'T CHECKED: Oro""0 07/14/23 INITIAL SUBMISSION AILS 0$09 K orsaosec no ANT"M MIA-AXS-400R-ASSY-TD5 VAVM 1A'*W wAM'V+co"a t DATE: 14/10/2020 SCALEIA3): 1:6 7 n'am r^C901"NSMtsa_0411190euIIIIIING SCALE 90AD 11111111"M nift" a 1671 IwI ro box 6nats�ve� SIZE B SHEET: NTS rOVAAL 0^4""G SIZE D SHEET: NTS rd ov 1 I ow`OQi SHEET D02 OF D16 I VAL rdo*m4o corn FILE NAME:TDS TWINID 0898EA 12 AXS 400 H H DETAIL ® DIGU E ag Line,Inc. TOP VIEW i + TWINID 0898EA 12 PHOTO RENDER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A ® 0 -450 00 - R$GHT VIEW m i i O1±e4i i Li ew, TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A InfoOtIson1eoh.omn Im DRAWN- A Dv Tod AtKOF II W 0 h O►ww A►rp MaA-I►xS-�QOR-AZ3r REVISIONS 4�7 IAAY►JW K CC =W7b{LT OI$4 DATE DESCRIPTION INITIAL c 1Alr Ake"Calld"M wAv CHECKED: Dv~ rAw 07/14/23 INITIAL SUBMISSION AILS FOOT K DOCLQM TO Aviv Titi�p MCI►-AlI3-�00!•ASS� rAam wrl"w IRM O.C 1049w DATE 17/08/2020 it�!/>r010�10>• Malre IAC?Od"MlWtS,►aDRJewo SCALE WOAD IK/D1-«setiA IV SIZE B SHEET: NTS PO Box$77 CLOww"INI kAO'vAAL GA VAG • SIZE D SHEET: NTS qL y7 11"A 7= SHEET D03 OF D16 "AL;wvOwde ce m FILE NAME:TDS TWINID 0898EA 12 AXS 500 H H DETAIL D19 Une,Inc. 5i1 of- 11300-3,42-1585 EXPLODED VIEW LID BASE TWINID 0898EA 12 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 PHOTO RENDER — 21.B9 A� 19.69 mom I 19.69 2079. TILSON 000 On a Mission O/Yb6i0►6�1�+C1� 000, T: (207)591-6427 F: (207)772-3427 Q.99 gas otwrr.+o A.o T►e coOrrow DRAWN: A Du Tort Infoocnsontech.com 71aro0►IS TICK POCOVI Y a M4A M 40 WAA-A)M-SOOR-ASSY MAY PAM K cdm ftgouv CIO IN REVISIONS P'AvT APO rmt COW DM roll"WAY CHECKED: Dro4wrp Tso M DATE DESCRIPTION INITIAL 1 ll •K�CLOM V Ash 7"m SWR AXS CHAMBER REV001 07/14/23 INITIAL SUBMISSION AILS .,►r,cs 11Yf,"W we-se+C04mlpr DATE: 121OW2020 t SCALE(A3): 1:7 A� SECTION A-A �0� 0T0 R2.21) !v!I•rT!FACTOR MekfeM.1eDftMo 1 YCV^O tY"O.nvwww 1471 SCALE POem6nclogrm IGy1 SIZE B SHEET: NTS MONML G/W'!NG WL ev T 1 Im 7m SIZE D SHEET: NTS IIIML 0000muocoso SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 12 TWINID 08 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL INN liesI �■���■■����.� Drill IN III IN IMI .■. .■I 11■ .. ��I MI■��■ INa I EM -IDS wl 11-mm a 0 ■I III ■ _ �� .. I ! m■■A■■w■■L . 11 'd ■� ■C lff 10 F. ■C KW>pKDIJlr On a Mission 1 • _ — ,All SIM SHEET • M .• FILE NAME:TDS . ,.. CHARLES 101 - 8' XT PEDESTAL ® DIGUnE ag Line,Inc. —2 ,sas TWINID 0898EA 12 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � I 7 , 5 i INSIDE I • � ADLOCK 7 . 5 ; INSIDE NASD 16.0 0 21 S � 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION ALS SCALE SIZE B SHEET: NTS wriu.�+ SIIE —.two 40 SIZE DSHEET: NTS • &!N/41wkfA 10 I H CI ( I ' ( Q OOWPP SHEET D06 OF D16 11 2; !z," ';.'.�i'�'!".«'�:'o'ic or�c'NrT.Sw'n., — lot 1 u t-1-u ntw oaf 1 of FILE NAME:TDS TWINID 0898EA 12 C H A R L ES 104 - 12"X 1 1 " PEDESTAL ® DIGUnE ag Line,Inc. 12 . 00 TWINID 0898EA 12 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( 1 ( 1 I 22 , 00 1 38. 08 1 I I LJ ' II 10 , 00 -r-r TILSON r> On a Mission 0 T: (207)591-6427 F: (207)772-3427 v InPoOttlaontech.com 0 ' REVISIONS DATE DESCRIPTION INITIAL 1 07/14/23 INITIAL SUBMISSION AILS 21 . 37 SCALE 150 U 1 o I SCALE v SIZE B SHEET: NTS SIZE Ou>rltrG p SIZE D SHEET: NTS 00 0 1 w =� B I O Q H C I 1 110 0 0 W[ SHEET D07 OF D16 CD g ival 1 rarl„idN[�j:�.w�+t�MN1�1y �i la:rotri� Kl[ t1S ivall-IIOOOM 3 FILE NAME:TDS_TWINID_0898EA_12 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. t; ,• Ht�l� r? T�5 TWINID 0898EA 12 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL FR ILMS , ` LEGEND CUT Pa.i1 wm wwj . .� VIJIM MOM i I pm .r Am ME- - E, -- FATi1L aRtACX SM 3AIICI T4 S9W IMITr aF TM FA" QEVOMS SECTKN Wn I 9 MONM Tip'[ T4 K Ir ADM W OF MML ' Y RL*CE OR ATTACH n1HM EW Ai S 4F Pft F(IR IF q ItlkTER AND PRE$a = 11ANSCaT►O+VE'M I_ SAIf��t AY BE ItJ1tiON" NTH YiET1EN PERIWN M OF CFFT NOTM TILSON �y, On a Mission T: (207)591-6427 F: (207)772-3427 Loft aNm _ - InPoOtHsontech.com MOAL AN ACTM M WNK-31W REVISIONS SURFACE REPAIR MV BAW31EIR DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION AILS SCALE ST LL SIZE B SHEET: NTS OF SIZE D SHEET: NTS TYPICAL _ N icy h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898EA 12 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. '- 9 9 g g 4 3 SAWCUT g 2 PER SEC. 300. 1# VARIES Q 1 TWINID_0898EA_12 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION OTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 6 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 6 5 EXISTING O 11 OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN B" AFGREATERNUS D DEPTH CRUSHED OTHERWISEAGGREGATE S SPECIFIED.SE (MIN.) UNLESS 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. 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 O5MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MI 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 3/4" MINUS AGGREGATE SURFACE COURSE (6") 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. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION MICH SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 07/14/23 INITIAL SUBMISSION AILS PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. i 5AWCW TO NE AS F,qk A# p6 MOON wCom tm IIIYI= PATH. CAI SCA16 SAW:LJTM I(= DTV OF T1YM1 FALLS REWSKIISS SECTION SD7). JOAL SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN DFALLS SURFACE REPAIR DETAILS N� 7ESD- 303 SHEET D090FD16 [FILE NAME:TDS TWINID 0898EA 12 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. �1 I » : TWINID 0898EA 12 TWIN FALLS,ID / MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 K TA 0 j03 TYP£ 2 %TS 0 L r � c 7 e NOTES: TYPE 3 O C or CPA'& Acasr, ;'ov WAY VARY M T P MRS" tOCANk O P*&AK 2R owwo ow *" AoAo rms LEGEND © IF iRWWAT POO-AM FK ACOMS, O nATURK or+Otrto MDT"MUST K %T tEAST K wo MIDTi•M1 J• Pup UNLMI an1twom SPc>�P1m =p a r wm a 3/4- tRttt►s ays� Aco cmt , , LSO N �D 90WIC0 Oe"CS %tA HAVE A t&AN CO WACTEO TO 95X DRY DDogri S 1 rite SLOP( wm A 1 Uopc OS MAN 701M MIN PASRAE ORASS VAT;N E05*4 T: (207) 591-6427 F: (207) 772-3427 11EcowPOtom *a eA(X SILOK Or e1OMON 3" gXAU K A M40AN 1-1 infoOtilsontech.com SACO( SLCFE vuTN A 1 BApr ADPE O KAI 0p1YfY 0- �S PMft I+•vR CONVACM TO D?: K IL ow r, 1uw UK a *a oft O"CM 91At1 nc W010.0 Cr A• 1111MOO REVISIONS IM IOOEST A"WCATE "M COII Q ftAa 3- Of 3/4' ROQW0 Q►AAX TO Dtcot/hc[ ORANACC PMw1G 01T171 DATE DESCRIPTION INITIAL tAO)" DNNEVMYS AE'.OAR D M11 © POOPOSED PIPE trE 07/14/23 INITIAL SUBMISSION AILS AVPRe-No 11.04 N Aw TYPE QQ PLACt r OF•- t,Nus PfT+tM wAvn corPACTtO TO ear OwY 00191" IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAIMNG FOR PLIBIXKTR M�IORIKS ROAD SCALE SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898EA 12 TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. TWINID 0898EA 12 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h com i�d . 'r 1••� Y �' i -- ipm _. .'0� ' 4L- vtm NOTES ry � �+ ` R NuIKft- TILSON bill dbam. On a Mission QUIMPAXTI E �� ' -iL�E. f , --'—_` T: (207)591-6427 F: h.co 772-3427 ice.I�i � ( r 'tlg� �I���'I tnPoOtilsontech.com -i'MAll mow ' 'll�_',C � BIALLA&# REVISIONS - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL � _- 07/14/23 INITIAL SUBMISSION AILS 4 EXA1L Vft W OR ON P'ME_IF X&M gT owelL, RERdf#p LINC GR4l1T_ F PUA1t7LE5 !WE C4EATER THAF! Oar WM Hu3T WodmT N ►4 r im 4EATI�A4 Arm A 11lf WE FWF USE C*IPACTE3 PEA gUliYU BEUM A c 3r W HMZ[ VAL UPARATM FROM DEPM CITY P1all YR Cw UILITM UNLM QTHCRWIS£ APFIRDYED NY 1W CITY �Or�tR SCALE SIZE B SHEET: NTS STANPAM SIZE D SHEET: NTS T S °�3 WN :FALL$ TRENCH SHEET D11 OF D16 FILE NAME:TDS TWINID 0898EA 12 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. r TWINID 0898EA_12 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f INN �D SKID DETAIL LEGEND N T>; O Im CUT To m 20 CAMNQ POPE O3 4'44' Ctom OM MCUM00C SIM% at COWVICIJUT FNPWCA= CAW-, W9, ATOMs (c464o Mc CO AiPN011D S,9S;lmllm IS' CAAN IM PIPE I SP'ACE*S PVt STn CAM W P►L 3 9ACRS $'R 1") 4 SmWT4 Stun CAINC ]/!• W% *OLL "CKM I31 MR dA CIP 2' CKAID 1NA#b CAK%P WE YETI O 011TSM fWt !dl 2 4 © Y t COW STW ESS SRIL STIR P PW. 4' 0 C. MINA Mk a IK TWO $VtWS TOM "t r011IR t5' AAMA,LAM Si'AC9 IBLED MITN SAAQ, GWW't 31W CAALQ ON "V2 MAMMAL AS APPgOM B1' /E 7 {;) NOTES: C1jAQAMC[ ` A wcTmw oTl4t Toth rw mrsm u om " T I L 5 0 N "S DETAL IS POOo 56MI OKD. . T vw ORANVGS IOM A►"OVAL BY M C%GV4 § PMIOM TO CONS WJCTIOr On a Mission SAW A MM MW M0.6SSM OF TK W1I00 T: (207)591-6427 F: (207)772-3427 SECTION A—A CP neovac arc s 000tT, ACN9%0ANT a trrootna0�t�n.�«� w h T 1W LPE ANC CPACC AVMANM W CAMIM Pwc nL"TAT10K MO n L#40 OF Akft^iR WWI REVISIONS KnNXX C&WK WE AM0 CANNOT PIP(. ALL Idl Tlt APPWWAL 8, TIK 040" M 0"00 10 DATE DESCRIPTION INITIAL NSTAILAG TIE PtFC 07/14/23 INITIAL SUBMISSION AILS JV» IDAHO STANDARDS BORING AND JACKING STANDARD ORAVMNG SCALE FOR PILIBUIC CONSTRUCT}ON WORKS DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 12 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_0898EA_12 TWIN FALLS,ID CENTER CROWN BETWEEN CURBS 2 2X MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / 7� 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 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 123.0 126.0 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 0 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. 0 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. OB 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. O 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. O 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 BASED ON LOCAL POLICY, SEE SECTION 700. 07i14/23 INITIAL SUBMISSION AILS © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. SCALE 1�411z1 SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898EA 12 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. 1" 1FKHTS TWINID 0898EA 12 TWIN FALLS,ID 13�lREEY. MATERIAL DESCRIPTION QTY ACTUAL Ty } a err LAM VKXMM ftml lop:pAha l t5 ?J A BAN to so b,a "--Am mmla mwm.L* s.a 7.11 T.o I. �--q koT hwitart 9 W5ww, malaaEm F r mmus ulmoftAwp 12--mR jj�i"ply NX PAYMENT W.WALE MMM 1gum.SE CAN 9E 2- TYPE y OR ve rm;,E I CR119-IEO kI;uEC+TE aASE omRsF- L%Wowc . rm IRVt;rolom aAcr 14 LWJA.1'U#OT 111 E-�F,1 [iEE OT{ OF rKN FN.LS UAST[3t 7f1 TATION KV44 ' T _ wr Aw ite mony AW TILSON On a Mission ,r, 1� -_- ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 V VALUE ISi�lL fl t L . f�_�liftod :- �.m -- . ' 3 1�, yd�J REVISIONS AW-V U DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION ALS P WW— SCALE ft oft SIZE B SHEET: NTS QTY T YP LmUmAL �TANGARD NAWN4 SIZE D SHEET: NTS W-14 STRICT S� � TF C — SHEET D14 OF D16 FILE NAME:TDS TWINID 0898EA 12 TFSD-803 TYPICAL PAVED ALLEY SECTION It MGM( ag Line,Inc. OWN hp tw AND amm WIN &I OF AULT WNWA _ TWINID 0898EA_12 TWIN FALLS,ID ME I EMM GRAB ALLY OR NEW ALLY MATERIAL DESCRIPTION QTY ACTUAL �. .. we 11i_ - J - Or- I : TYPE fl—NEW L Q7 - &Z OX I I 'T 1fl-NEW ALLEYS Nmo M 0 M N 0 TYPEI N AUEYS • 1.MU MAW M P+y5E6t W WWAIX OD, cRummm 1 : Iw Opp r Tin moRve rot momm amKoaml TILSON .. _ .. .._ _.. .. _. On a Mission T- (207)591-6427 F- (207)772-3427 NGIT�L tnPoOtIsontech.com . A� � W.P' � REVISIONS ,y Am�'�4-4-9049% DATE DESCRIPTION INITIAL ffl K A Wr WF kW PWY!WTM— ` 07/14/23 INITIAL SUBMISSION AILS YAM[OF AW SOLS AM.44PPFMVM lax c»AiDr : .CAW BASWONI RY m EF um SCALE � � �, SIZE B SHEET: NTS OMM SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898EA 12 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. FOR FIRE ACCESS ROAD SU TFSO-3O5 0* ! �: TWINID 0898EA_12 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I _W ICITE Si mmvwxx n AI I I_ am T . BY UKRMX M ::XM MAIM MXX AD '"WLW Fg@+ PLANT MR PAAVBWff R@M off M 0A+W :W ppllll!'. OETWEEN IN AMU 37GJI ._ i sTr � � 1. �7 f■�fiL., -4EY 9CR�+R T4 7 [OT z 14 r-f !APPI6q" sm? OM L#TACT OM OA-K-W CMLr �hOt't ihp.LED C � lt umr_ TILSON SPmT rm wSu" A. Y�1 (> ', mam ' On a Mission WOWN T- (207)591-6427 F- (207)772-3427 tnPoOtIsontech.com PLANT IAX PAVEMENT 25 2.3 31G BASE 2.0 6,,0 REVISIONS 9BeJdE 6.0 (7.01 1I9.5 (1&S) 17L0 (2aq DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION AILS TOTAL no �a PWRAW CEWM CITE' !XG Ik.4 7d) f IV= nd MATE f4.141dT W PAWBOff A 6k- SCALE D D SIZE B SHEET: NTS j SIZE D SHEET: NTS STA, IF `I1 m RUM$ L— -E— G — 5 SHEET D16 OF D16 FILE NAME:TDS TWINID 0898EA 12