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DFN NAME : TWINID 0898EA 07 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS ID wNODE FA 14 dr •f. IF r r � •�1L NODEEA i a+►.. _ w C TDS ® °I°" �PERMIT LOCATION MAP t - Dig Line.Inc. ' t3G0-342 15Q5 41 Irk r t TWINID 0898EA 07 TWIN FALLS ID 91 t • � — C 0603 • C 0 7 C 0 8 _ C 11 MATERIAL DESCRIPTION QTY ACTUAL r - - I 4 C05 - C09 .4 t _ Sri- CO2 START PROJECT TWIN FALLS 42.58901960 / -114.50907314 CANAL CO. LATERAL 43 col C10 -- _ L F f i 4 4 + - 1 _ TILSON On a Mission T. (207) 591-6427 F. (207) 772-3427 lnfoOtilsontech.00m PERMIT JURISDICTION ITD SHEETS: C06-CO8, C1 1 REVISIONS DATE DESCRIPTION INITIAL NEW UNDERGROUND 2,315' SHEETS: C06-CO8, Cl 1 08/04/23 INITIAL SUBMISSION ALS PERMIT JURISDICTION TWIN FALLS SHEETS: CO1 -006, C08-C10 NEW UNDERGROUND 3,714' SHEETS: CO1 -006, C08-C10 SCALE EXISTING UNDERGROUND 0' SIZE BSHEET: NITS SIZE DET: INTS TOTAL FT 6,029' SHEET SHE A02 OF A03 TOTAL MILES 1 .14 FILE NAME:TDS TWINID 0898EA 07 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TWINID_0898EA_07 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . COl-Cl 1 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 , I L 5 0 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 08/04/23 INITIAL SUBMISSION AILS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� 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 07 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 07 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 On a Mission M 0 Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com .0 Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 o OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 08/04/23 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 SIZE B SHEET: NTS o 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 07 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 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 08/04/23 TWINID 0898EA 07 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission 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 o6/onn3 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 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 07 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONDUITSCHEDULE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT I tDB(l)lL2S" 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 1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT —DB— �nB� DIRECTIONAL BORE 1 1.25'DIRECTIONAL BORE MULTIPLE CONDUIT —BB— idDB— DIRECTIONAL BORE 2 1.25' TWINID 0898EA 07 EXISTING OVERHEAD ELECTRIC —OE OE DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID FUTURE DIRECT BORE 1 F DROP FIBER —DB— —BB— 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— — 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 08/04/23 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 07 NOTES: 01GLINE0 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 u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeClf 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_07 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 ppp�DB— PROPOSED DIRECTIONAL BORE pp.DB DB— FUTURE DIRECT BORE 1 F DROP FIBER •u••u•u•••••• 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 SS SEWER I L:249' SE POWERDLINEIN — DB(1)1.25" L:4 8'UTILITY EASEMENT B 4+51 PLACE NEW L:215' E] ELECTRIC HANDHOLE QELECTRIC VAULT DB 1 TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DB 1 1.25" \ ( ) ( ) ELECTRIC METER ELECTRIC CABINET � A 0+00/B 0+00 PLACE NEW m 14"OJX24"AXS 400 TIER 8 HH AT DOC:015164 042.58888693,-1 14.50749021 ® ELECTRIC MANHOLE L:500' ACCESS POINT ID:1100-056-1 TRANSFORMER 042.58901960,-1 14.50907314 B 0+31 GR/GB:N/IS N LIGHT POLE I ACCESS POINT ID:1100-056 GR/GB:N/ISO:N OPTITAP:30/70 OS SEWER MANHOLE © GAS MANHOLE --------------- DB 3/n _,� y - ® SEWER VALVE ® GAS VALVE 3/n 3/n ❑TS TRAFFIC SIGNAL �G GAS METER M/8- DB © COMM MANHOLE ® WATER VALVE MA 3/n _ M/�I— � © COMM HANDHOLE � HYDRANT COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE w_ f _ _ ® CATCH BASIN CULVERT R b 14.MI.I,X1 .�l �— M/N — �> M/N ® c Irr+ 3/n M/N w ll.,rlo,a 3/n M/N •ph•IpN 3/n 0 U r *k QW cas coy„ I,YnMnyl: (L1..� W Mtl,11 C�n1 O I ' < A Mti,wdox \ Z �G ZJ 2 IMIrpMI I,,y� 1-1.An � I t�nMxcw A. m _ f - PREPARED FOR: 7i ® W0 ETILSON W i T:(207(591-6427 F:(207)772-3427 ` REVISIONS \ 1 DATE I DESCRIPTION INITIAL 08/04/23 INITIAL SUBMISSION AILS c SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C01 OF C 11 0 NOTES: 01GLINE0 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 OeC1I 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_07 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 xxx�DB— PROPOSED DIRECTIONAL BORE —DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououuxxuu 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 SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER LIGHT POLE 40, 15'UTILITY EASEMENT O SEWER MANHOLE © GAS MANHOLE « r� A TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE w DOC:015164 40 \ ❑n TRAFFIC SIGNAL GAS METER * r © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT R T I b lumen,xa ,14 Wnll.lyl p,� !� I L:500' xxhxrnm DB(1)1.25"I � 1 r • L:aa' os "�„I Tab rn"yx DB(1)1.00" n naaruic.rrr A 2+49 PLACE NEW 14"OJX24"AXS 400 LT DUTY H H AT Mny MM doJ 042.58970364,-1 14.50909132 4MI„ r r ACCESS POINT ID:I 100-057 GR/GB:Y/ISO:N t�nMxcw Ar. i 15'UTILITY EASEMENT PREPARED FOR: A TWIN FALLS COPW UNTY w DOC:015164 3 3 w ETILSON IIIT:(207(591-6427 F:(207)772-3427 info@filsonfech.com O REVISIONS U DATE I DESCRIPTION INITIAL Z 08/04/23 INITIAL SUBMISSION AILS Im 0 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS CO2 OF Cl 1 0 NOTES: 01GLINE0 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 u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeClf 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_07 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 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 I yl ® ELECTRIC MANHOLE lUl TRANSFORMER I LIGHT POLE I O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE I 3 © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT low b 14.MI.I,X1 / I � Grmly f✓• ,14 Wnll.lyl p,� IS UTILITY EASEMENT A 7+49 PLACE NEW L:296' L:35' ,p m w R/W TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" DB(2)1.25" � MM, wl DOC:015164 042.59070308,-114.50862086 I ACCESS POINT ID:I 100-058 0 C 4 A 6+24 GR/GB:N/ISO:N _ A 10+45/C 0+35 U CV s 08 DB 3 n DB 3/n DB / DB Lu °5 w °s,l 1 IYn Mnyl: - MIN M/8 M/N --M MtluH wnl e LATITUDE CIRCLE 4 Lf) P x ' Mti,wdox w IMIrpM,� w -- U — — — — — $ • A. U/E U E WE CC A 5+52 G Oe PREPARED FOR: L:67' DB(1)1.25" � A 5+18 C 1+02 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT EEI 042.59052634,-1 14.50752101 � T I L S O N ACCESS POINT ID:I 100-059.1 _ GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 15'UTILITY EASEMENT info@tllsontech.com TWIN FALLS COUNTY I REVISIONS Lu DOC:015164 DATE I DESCRIPTION INITIAL W A 4+67 08/04/23 INITIAL SUBMISSION AILS J J O U Z A 4+36 SCALE — — SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS CO3 OF C 11 0 NOTES: 01GLINE0 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 u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeClf 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_07 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 xxx�DB— PROPOSED DIRECTIONAL BORE —DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououuxxuu 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 x SD STORM DRAIN _ —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER ti LIGHT POLE SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL l91 WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT R lumen,xa 2 PIPES A 10+80/C 0+00 PLACE NEW 15'UTILITY EASEMENT A 14+88/D 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 042.59071167,-114.50739182 DOC:015164 042.59079956,-114.50590773 ACCESS POINT ID:1100-059 ACCESS POINT ID:1100-060 xwxxm M GR/GB:N/ISO:N - GR/GB:Y/ISO: Ln L:53' U DB(1)1.25- 1 DB(2)1.25" �/n U A 14+35/D 0+53 M/N 3/n A 15+69 L:1,078' 20'UTILITY EASEMENT DB DB - 3/n 3/n _ � DB(1)1.25" TWIN FALLS COUNTY D6 / w \ DOC:015164 L1J w -- M/8 M/N --MIN z - - = U') LATITUDE CIRCLEDb Oslo ® — 3/n T� Mh7 MMdoJ 2 �• i MIrYMI l y7 N[, U -,ro— W — — — R/ ���' U 1-1.An � W W W G U/E r D 1+l 8 �iF �. PREPARED FOR: e L:109' t �_ — j� x DB(1)1.25" D 1+62 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.59048075,-1 14.50592687 T I L S O N ACCESS POINT ID:1 100-060.1 GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 - 15'UTILITY EASEMENT info@tllsontech.com TWIN FALLS COUNTY REVISIONS DOC:015164 DATE I DESCRIPTION INITIAL 08/04/23 INITIAL SUBMISSION AILS RL SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C04 OF Cl 1 0 NOTES: 01GLINE0 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�IA 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_07 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 xxx�DB— PROPOSED DIRECTIONAL BORE —DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououuxxuu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN - STORMWATER POND —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER I I - LIGHT POLE I L O SEWER MANHOLE © GAS MANHOLE I ® SEWER VALVE ® GAS VALVE p y{. Q TRAFFIC SIGNAL GAS METER �[ © COMM MANHOLE ® WATER VALVE 3: © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE 5Li ® CATCH BASIN CULVERT R �, h lumen,xa - � firmly f+ rnm,w L•9 O � IN FALLS CANAL CO.& LATERAL 43 UTILITY EASEMENT TWIN FALLS COUNTY m DLu OC:015164 w A 19+02 "s 3 A "�,rl 1"inrrn"ylr Mtlr11 C�rV 3/n (J^) 0 3/ Mti,wdox xl, rlMlrpM,r� U 20'UTILITY EASEMENT _ 1-1.An TWIN FALLS COUNTY w,,M A. Q DOC:015164 G r TWIN FALLS PREPARED FOR: I REFORMED CHURCH h _ ETILSON 7 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS + DATE I DESCRIPTION INITIAL 08/04/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET:1"=50' SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C05 OF Cl 1 0 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�sl 71► 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_07 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 SEE PERMIT#TWINID_0898EA_07_CC DATED 08/04/23 PLAN&PROFILE FOR CANAL CROSSING DETAILS -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 O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER pr M/ M/a O DRAINAGE MANHOLE 0 UTILITY POLE - ® CATCH BASIN CULVERT 4 TuJ O U Pole + • a ... le Lim Rd qvp Rd wYu- � O 1 ' '` - Mumma YI A 22+23 A 21+g4 START OF ITD ROW PREPARED FOR: END OF CITY OF 4 ,� TWIN FALLS ROW R/W LATERAL 43 � ���„ � TILSON �, I A 25+66 PLACE NEW T:(207(591-6427 F:(207)772-3427 14"�X24"AXS 400 LT DUTY HH AT info@tllsontech.com 042.59153713,-1 14.50317336 REVISIONS o ACCESS POINT ID:I 100-061 DATE I DESCRIPTION INITIAL 45'TWIN FALLS CANAL CO.& f ? GR/GB:Y/ISO:N 08/04/23 INITIAL SUBMISSION AILS UTILITY EASEMENT 1 - TWIN FALLS COUNTY DOC:015164 30'TWIN FALLS CANAL CO.EASEMENT STORMWATER POND JP SCALE TWIN FALLS COUNTY DOC:015164 SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C06 OF C 11 0 NOTES: DIGL I NEO 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 u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeClf 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_07 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 xxx�DB— PROPOSED DIRECTIONAL BORE —DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououuxxuu 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 O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT x COMM PEDESTAL Q WATER METER M�LI OD DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT R i�' b lumen,xa firmly f+ ,14 Wall.lyl p,� 0 00 .x hxrx N O _ O U U ....... .....W� �'. Lu W T' — w as rt l Mnyx Mpr11 CCn1 CA 2 2 h cio pr N It O �iL O < ~ NMI ~ T Mti,wdox A. CQ r Y Q w+,m fi' .h G DB DB DB i R W RAW — W WR/W W - _ PREPARED FOR: tl � ow • 'A 28+17 * + f A 27+97 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS 1 DATE DESCRIPTION INITIAL 08/04/23 INITIAL SUBMISSION ALS SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C07 OF Cl 1 0 NOTES: 01GLINE0 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 u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeClf 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_07 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 —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 —E— POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE .Z7 TRANSFORMER \ � LIGHT POLE LJ O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE M/a ® CATCH BASIN CULVERT - R h umm,xa firmly f+ R/W R/W R/W R/W R/W MMn, iwl O U U Lu Lu Lu os coy„In IIYnr Mnyx T Mtlr11 Cant xr, rlMlrphr� t�nMxcw A. 93 1 � A 35+51 — LB IU PREPARED FOR: W R A 35+05 ��E 0+200+20 A 35+21 A 35+72 A 35+64 ETILSON START OF CITY OF Z I T:(207(591-6427 F:(207)772-3427 TWIN FALLS ROW A 36+63/E 0+00 PLACE NEW L:383' E 3+83 PLACE NEW L:285' info@tllsontech.com END OF ITD ROW : I 14"0X24"AXS 400 LT DUTY HIM AT DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" REVISIONS 042.59149391,-114.49919810 042.59152339,-11DT49779321 w ACCESS POINT ID:I 100-062 ACCESS POINT ID:I 100-062-1 DATE DESCRIPTION INITIAL A GR/GB:Y/ISO:N ` GR/GB:N/ISO:N 08/04/23 INITIAL SUBMISSION AILS STORMWATER POND Q A36+93 SAINT LUKE'S MAGIC VALLEY MEDICAL CENTER START OF ITD ROW END OF CITY OF SCALE DB(1)1.25' TWIN FALLS ROW SIZE BSHEET:1°=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C08 OF C 11 0 NOTES: 01GLINE0 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 u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I 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_07 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. TDB—DB— PROPOSED DIRECTIONAL BORE DB r—DB— FUTURE DIRECT BORE 1 F DROP FIBER r....r.........r.r.. 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 T SS SEWER SD STORM DRAIN - —E POWER LINE STO R M WATER POND E] ELECTRIC HANDHOLE Q ELECTRIC VAULT R ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER —' LIGHT POLE Zl OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER • COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT w I ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT Ll b A.MI.I,X1 ■ � � firmly f✓. ' �WBwrn N ,nm.,w L•9 M COQ+n I.I.r.Mnylr h W ❑ 7 .�� Mti,wdox _� • � xr, w11MIryMl,,y71 ay Iwr n 4 - t.nMxcw Aw • 725 r PREPARED FOR: 66 DB(1)1.00" - - ETILSON I A 41+90 PLACE NEW • • 14"OX24"AXS 400 TIER 8 HH AT 042.59027648,-1 14.49954304 T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:I 100-063 nio@filsonfech.com GR/GB:N/ISO:N - REVISIONS DATE DESCRIPTION INITIAL 08/04/23 INITIAL SUBMISSION AILS EM A A 41+15 INTERMOUNTAIN GAS CO. pwT SCALE REGULATOR STATION#50024 �+ SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C09 OF C 11 0 NOTES: 01GLINE0 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�IA 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_07 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 —DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu„puu 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 I SD STORM DRAIN ;T SERENITY TRANSITIONAL CARE E] ELECTRIC HANDHOLE LINO ELECTRIC VAULT �I I _ _ ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE r+y lUl TRANSFORMER 8'UTILITY EASEMENT B 6+66 PLACE NEW � LIGHT POLE TWIN FALLS COUNTY 14"0X24"AXS 400 LT DUTY HH AT ADOC:015164 042.58886353,-1 14.50669356 OS SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:I 100-056-1.1 ® SEWER VALVE ® GAS VALVE GR/GB:N/ISO:N ❑n TRAFFIC SIGNAL GAS METER 3/n © COMM MANHOLE ® WATER VALVE 3/n © COMM HANDHOLE HYDRANT —::tl 3/n ® COMM PEDESTAL Q WATER METER /n JET 3/n O DRAINAGE MANHOLE 0 UTILITY POLE ®3/n CATCH BASIN CULVERT R CHENEY D — M/a w w �wl,ll.,rlo,a % WBwrn N m M/a w U 3/n lip— _ 3/n M a— M/a M a W # 3/n / - - Lu I 3/n °5 LuMtl,11 C�rV _ h �,*a WI CIO Ih a 0 1465 1465 +4MLAD � � sa • Mh7 MMdcx OL U n IMlrphl lrxP Iwx 1 * R j S„nNxcw A. $ Wtl�*! ~ 'i � +s PREPARED FOR: ap M M ' t ETILSO N r T:(207(591-6427 F:(207)772-3427 info@filsonfech.com mamma-_ REVISIONS R DATE I DESCRIPTION I INITIAL 08/04/23 INITIAL SUBMISSION ALS I " SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C10 OF C11 0 NOTES: 01GLINE0 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�IA 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_07 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 a DB— PROPOSED DIRECTIONAL BORE to DB to 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 I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET T ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT 00 b A.MI.I,X1 O U � y 93 W ' ' os xltm H u It Oa x Mh7 MMdoJ' xl, tlMlrpMt� wx.n U t^NxwA. Q +i PREPARED FOR: W � ETILSON T:(207(591-6427 F:(207)772-3427 E b+68 PLACE NEW info@tilsonfech.com 14"�dX24"AXS 400 LT DUTY HH AT REVISIONS µ 042.59152068,-1 14.49673621 ACCESS POINT ID:I 100-062-1.1 DATE DESCRIPTION INITIAL GR/GB:N/ISO:N 08/04/23 INITIAL SUBMISSION ALS SAINT LUKE'S MAGIC VALLEY MEDICAL CENTER SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER rl ALS C11 OF C11 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 07 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 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 M.1 11-1 I ANY NUMBER OF INNERDUCTS 1 � _ AND/OR HDPE's,AS SPECIFIED III-111=111 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 G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N I11=III�1I=1 I�n I=I1I-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I-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 I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I I-1I—1I I—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 I�I I—I I1=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 08/04/23 INITIAL SUBMISSION AILS IIMII�II- 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 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 07 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TWINID_0898EA_07 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ♦♦ ♦+♦ ♦♦ 1 ♦♦ ♦♦ ' .00 DETAIL A SCALE 1 : 1 LSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IMDR"IIIII AND IMCO°"°Mff DRAWN:A Du Toit oramrgtlo 7hEQEOF IS THE PQC*PaM OF MAA AND M4A-AXS-400R-ASS Y-T DS REVISIONS MAY!JOT BE COP1m W"OLLY OR 94 DATE DESCRIPTION INITIAL PART,A1.10 Tm COtI--rtHtEOF MAY CHECKED: oramrg Trey 08/04/23 INITIAL SUBMISSION ALS f10T BE MCLOSSW TO ANY TMRo M4A-AX3-400R-ASSY TDS PAJmES WRHOV WRrr e4 COfJSE>Q. DATE: 14/10/2020 i� MA1wOLEsaAFR�,► SCALE(A3): 1:6 2015J360106J07 &E2fTE FACTORY PROVnES,PeMLSERG SCALE ROAD IR550j.KLMIVER 1871 PO BOX 6nKUPRrVfR1571 SIZE B SHEET: NTS AMVAAL.GAUT&4r- M4a SIZE D SHEET: NTS >L +27'1 9W 7023 0VQ PRODtJCTS QVILO NETWORKS SHEET D02 OF D16 MAR w4ofdvrwa-corn FILE NAME:TDS TWINID 0898EA 07 AXS 400 H H DETAIL ® ° v Dig Line,Inc. 811 or 800-342-15-BS TOP VIEW TWINID_0898EA_07 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW Awk m � 0 LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com -M DRAW;f els A1.4 7M COlPYR1v►a DRAWN: A Du To-if Dro"""v 110_ 49?EOF a TIE PPOPPEr.Y OF LUG AFC M40k-AXS_40OR-ASSY REVISIONS 0 405.38 MAY 40T K COMM W"OILY OQ IN DATE DESCRIPTION INITIAL PART.AW THE C'a1tTQlT3? tEO►MAY CHECKED: a.vw*ftv 08/04/23 INITIAL SUBMISSION AILS 110T bE Da CLOSED TO ANY 7"90 -,OOR-ASSY PAJM=YIIr4MOtri VVWT7V4 CO►.SENr. DATE: 17/08/2020 1i1"1"OA SCALE(A3): 1 :6 3D1S/300106107 evah"E FACTOR,Pea Am.MBOQDERG SCALE ROAD la=:.[LIPQNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAL GAU e-C- SIZE D SHEET: NTS Td+27 11 9-m 7= SHEET D03 OF D16 MAIL:w4odweAa cc so FILE NAME:TDS TWINID 0898EA 07 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898EA 07 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f I 20.79 19.69 2079. TILSON OYVENSIONSNNCf5 On a Mission T: (207)591-6427 F: (207)772-3427 -M MAyrgNM THE COPMGff D1a�10 R10: I InfoOttl9ontech.com R.99 � DRAWN: A Du Tod TI B?EOF 1S 7W VROPPEiIrl OF WA At M4A-AXS-SOOR-A$$Y MAY t+o-BE W 4011Y0R a ��y �I REVISIONS PART,AtJO THE COW.@'�$THMeOF WY CHECKED: grtift: DATE DESCRIPTION INITIAL t10-6E 0ISC1o5W TO ANY THWO I$ppR AXS CHAMBER REV001 08/04/23 INITIAL SUBMISSION AI LS Wrt»an V051ENCaQ919. DATE: 12/08/2020 +rw+Mots4AFR+cA SCALE(A3): 1:7 A SECTION A-A 2015/360106/07 R2.0 EVENTS FACTORY PR&v%15.MEIDELIU RG 21.89 ROAD 1R5301•KtuINvER 1871 SCALE POOOX 672 KUMVER 1871 SIZE B SHEET: NTS MIOVAAL GA rDOG J -EL-y 71 903 7021 r OUR PRODUCTS BUILD NETWORKS SIZE D SHEET: NTS MokJL niotrm&3.com SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 07 . . Line,Inc. 811 or 800-342-1585 ;ECTION TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL i� ► j I Ida=!•-i I I _ loll' 1N111 11[1 al■aaM1 �o111 , Jim III � 1�. � � ■C aal 1 1■ ■r ■ ■I. III••, It ■ Em IILFV- 10mmmems■Ll1I y �� ■� Imp Pat IL On a Mission ■ .. L a / •• ' ��! pwVia._ � z . • . • -- _ SHEETD0 3.•T FILE NAME:TDS . •... CHARLES 101 - 8"XT PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 07 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � I 1 5 i INSIDE I • � ADLOCK 7 . 5 ; INSIDE NASD 16.0 0 21 S o TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 08/04/23 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 lot 1 ut1-untw oaf 1 of I FILE NAME:TDS TWINID 0898EA 07 CHARLES 104 - 12"X1 1 " PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898EA 07 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 I I 38. 08 I 1 I I LJ ' I 10 , 00 _ - TILSON c� On a Mission o T: (207)591-6427 F: (207)772-3427 N I InPoOtIsontech.com ro o ' REVISIONS DATE DESCRIPTION INITIAL 1 08/04/23 INITIAL SUBMISSION AILS 21 . 37 SCALE . I50 U 1 SCALE o I _ SIZE B SHEET: NTS I .� SIZE OulrltrG p [ SIZE D SHEET: NTS co 0 B I O Q I��' I I O O Q�I r SHEET D07 OF D16 ivall.1 ril�ide�~i�.w�+t�MN1�1y �i le:rotri� Kl[ In I�M011-IIOOOM sm 3 FILE NAME:TDS_TWINID_0898EA_07 TFSD-301 TYPICAL TRENCH ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 07 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL KIM CA C WT Pa.i1 0& mm wwj UNIM MOM PM W2104�-�.� � .r _ - - ONPAt I. h E, -- FATi1L aRtACX SM 3AIIC F(4 S9V IMITr aF TM FA" QEVOMS SECTVM Wn I 9 mOxIm Tip'[ T4 K it ADM TUB OF MML ' Y RL*CE OR ATTACH n HM EW Ai S 4F Pft 1*1 I_ SAIf��t AY BE ItJ1tiON" NTH YiET1EN PERIWN M OF CFFT NOTM TILSON y,�� On a Mission .. I y.�mo.,..._. .--I�y. t .' 1, T: (207)591-6427 F: (207)772-3427 Loft aNm _ - InPoOtIsontech.com MOAL AN ACTM M WNK-31W REVISIONS !SURFACE REPAIR MV BAW311EIR DATE DESCRIPTION INITIAL 08/04/23 INITIAL SUBMISSION AILS SCALE ST LL SIZE B SHEET: NTS OF SIZE D SHEET: NTS h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898EA 07 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" : Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 g g 4 3 SAWCUT g 2 PER SEC. 300. i# VARIES Q 1 TWINID_0898EA_07 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 6 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES O5 6 2 12 �=-e- (DOEXISTING OVERLAYEXISTING PAVEMENT FABRIC NOT DAMAGE) 12- 1 9 VEXISTING 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. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © 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 (D3/4" 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 WHICH - 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 08/04/23 INITIAL SUBMISSION AILS PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AwCwl - rAfC A# pC>1 91E FR10N vcwmtm 04U PATH. CRI $(A, SANW7M (2a C3T'Y OF T1YM1 FALLS REIASKIkS SECTIDN 3D7]. JOAL SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN DFALLS SURFACE REPAIR DETAILS N� 7ESD- 303 SHEET D090FD16 [FILE NAME:TDS TWINID 0898EA 07 DIGUM. SD-304 GRAVEL ACCESS ROAD . �- Dig Line,Inc. 811 or 800-342-158S L: I • w TWINID 0898EA 07 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KT A 0 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: TYpr Q C a CPA'& Accm Row WAY VARY , i% P-MS ION tOC AIM O P**AK 2R awwo Ow At1 NOAD rms LEGEND © I/N1WWAT POO-A E5 FK ACCMS, O nATURK opawo 91DTM MUST Of AT tEAST K MN 91DTP1.12, 11NLL4S Uf/twom Spe r= :Q nAa r ww or 3/4• c11A va Awnc,^Q T I L S O N �D 9011141C• ENTCKS %t LL WYE A A &AN CONPACTEO TO 95X DAY DDegri On a Mission S 1 ryls om sE eACX Slpr(KIM •1 SLOP[ Nt00YArOd�ED O Qrm �gm S MIN PASrOW OPASS VAT;M E05*4 T- (207)591-6427 F- (207)772-3427 a e01II100 3" SXALL 9( A W40AN t-t 1nfoOttlsontecn.com •AGX ACFE 1117N 4 1 BAOK Apr[ O KAI Odm e• �S PM ft C..IOU COrACM TO 9?= occowpt4mr, Ma ►tow LNQ Or K eft O"C" 94ALL K m"10.0 or 9• onow REVISIONS UE E09EST A"WCA$ •ASE C*ArA Q PtAM 3- Of 3/e' ROQW0 Q►AA X TC DI=001c[ ORANACL PAPING OITl71 DATE DESCRIPTION INITIAL t040EA DW%t' Y%AE 40"D IM © P.OPOSm P►E u►E 08/04/23 INITIAL SUBMISSION AILS APPRCti(D 1.0411l Aw TYPE O PLAC[ r OF•- NWVS PfTA1PM JIA'+a GAAOAGTED TO P?>< ONT 001?tr M IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING ` ��Ks ROAD N0i' SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898EA 07 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 G• TWINID 0898EA 07 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h d '.1• Y N kJ 'a.. lz'j _. .'04L- � vtm ' '� m NOTES ry �1 �+ ` uI - TILSON On a Mission AL�51 4,' C-iLIML , --.—_` __ T: (207)591-6427 F: h.co 772-3427 . i EXIMM � ( r 'tlg� �I���'I tnPoOtilsontech.com mow 'll�_',C SAUA&# � � Q�cATbCREVISIONS - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- 08/04/23 INITIAL SUBMISSION AILS RERAW UN C GRDJ _ F POTHOLES !WE CREATER TFI1411' � [ Y�3T WOMIT�1N A gh YMTKAL ANO A 7 �IIIE FUDF USEC IPRCTfD PEA J14Q BElO� c 3r W H91 kIXTAL NPARATM FROM E EPM CITY PLa11 YR Gw UILITM UNLM OTHCRRIF£ APFRDYED NY llK CITY �Or�tR SCALE � p SIZE B SHEET: NTS loll r4 SIZE D SHEET: NTS T S °�3) $ TRENCH SHEET D11 OF DI FILE NAME:TDS TWINID 0898EA 07 SD-307 BORING AND JACKING DETAILS 0D1G"" :' Dig Line,Inc. 811 or 800-342-1585 r TWINID 0898EA 07 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f �D SKID DETAIL LEGEND N T>; O yap CLT To r" 20 CAMNC111 POPE O3 4'44' Ctom OM PeD SIM% at COWVICIJUT IAwCA= CAW-, /49AATCMS (C464o Mc CO Appoo11D S,9ST171;Tm IS' CAAN IM PIPE I SP'ACLWS PVt STn CAM W P►L 3 9ACRS $'R 1") dA CIP 2' CKAID 1NA1► CAK%P WE YETI O 011TSM fVt !dl 2 4 © Y t COW STAftXSS ST& SlIR PPW. 4' QC. MM A Mk a TWO STAtWS IKTOM "t r0111R t5' ANM,LAM SPAC9 IBLED MTN SAAO, GWM't 31W CAALQ ON "V2 VATMAL AS APPgOM B1' Bf 7 {;) NOTES: um almma ` A wcTmw OTNpt 11AAH rw "sm uom "TMS T I L 5 0 N XTAL IS mcp=D. 56�M. T vw .7RANW41M IOM AP"OVAI tlY M C%GV4 § PMIOM TO COMST*JCV0k On a Mission A 11IRMM M0.6SM OF 11( IC SAW1I00 T: (207)591-6427 F: (207)772-3427 SECTION A—A CP neovac arc s 000tT, ACNI19%0 NT Cif tnToOtnsOntecn.00m w h T 1!E LPE ANC CPACC AVMANM Of CAMIM o" nL"TAT10K MO n L#4p OF Akft^M WWI REVISIONS KnNXX C&VK WE A%V CANNOT PIP(. ALL Idl Tlt APPWWAL 8, T1K 040" M 0"00 10 DATE DESCRIPTION INITIAL NSTAILAG TNi PtFC 08/04/23 INITIAL SUBMISSION AILS JV» IDAHO STANDARDS BORING AND JACKING STANDARD DRANING SCALE F0R PUBUC WORK 00NSTRUCI" s DETAILS No SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 07 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898EA_07 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 296 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 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 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. 08/04/23 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 07 TFSD-802 TYPICAL RURAL STREET SECTION 0D1G" : Dig Line,Inc. 811 or 800-342-1585 pop I 1" 1FKHTS TWINID 0898EA 07 TWIN FALLS,ID 13�lREEY. MATERIAL DESCRIPTION QTY ACTUAL I } a -- Ty CUR A SM117 rn aramlvk I 10m cc"" T 9-1m wlu" � LAM VKXMM ftml lop:pAha l t5 ?J SO BAN to ea ha rvrk ICLs 7sO a "-om moa oowoaTm* s.a T.o T.o I. �ruj kKTT AWI[+ 9 �5ww malaAacEft F r mmus ulmoftAwp 12-.115R I ` TIFF 1 aNSH D ACCUCATE BAM 1gum.SE CAN 9E 2- rvpE y OR ve rmE I CRIl9-IEO kI;u -GATE aASE cwRsF_ L%wowc . "DCWT`#dl mfx 4t IN LWJA.1'U#OT 111 E-�F,11�[iEE OT{ OF rKH FN.LS UAST[3t 7f1 TATION KV44 44 ' _ *tRL In Fo W6 WKWWW111- agirr T _ wr Aw Lm& mony Aw TILSON ,r C On a Mission 1� -_low - ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 *"VALUE+ ISi�lL fl tT91 . InfoOtnsontech.00m f�_� _5rS" :- �.m -- . 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SCALE SIZE B SHEET: NTS OMM SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898EA 07 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 FOR FIRE ACCESS ROAD SU TFSO-305 TWINID 0898EA 07 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I _W I mi :mmw 4 mawrn I_ . ENMME ql :: T '" IF 10"AN114 APPROMM BY ILL ACENCt VAL NLA Fg@+ OET11EEN IN AMU 37GJI ._ i . _ r a mm,CM*R iRAD( a7 f!■�IIL., -4E MA YK *"= TO %4 LIFT CeRAT #0rKAf LMEND ZP00AC f VMT OM L#TACT Om OA-K-W CMLr �hOt't ihp.LED C � lt uNF. TILSON SPmT rm wSu" A. 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