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HomeMy WebLinkAboutTWINID_0898DA_13_REV0-compressed TDS ® °I°" �PERMIT LOCATION MAP Dig Line.Inc. Men i � T W I N I D_O898DA_13 ■ — TWIN FALLS,ID • MATERIAL DESCRIPTION QTY ACTUAL ir 7 • C05 col C07 � � • �. Bus , G06 CO2 C08 � -4 CIO C09 CO ` 11 C15 C13 • C12 C16 C14 qp lk f TIL50IN a T. (207) 591-6427 F: (207) 772-3427 info®tilsontech.com PERMIT JURISDICTION ITD SHEETS: CO3, C04, C09, C10 REVISIONS NEW UNDERGROUND 2,946' SHEETS: CO3, C04, C09, C10 DATE DESCRIPTION INITIAL 09/29/23 INITIAL SUBMISSION NV PERMIT JURISDICTION TWIN FALLS SHEETS: CO1 —0O3, C05—C16 NEW UNDERGROUND 7,037' SHEETS: CO1 —0O3, C05—C16 EXISTING UNDERGROUND 0' SCALE SIZE B SHEET: NTS TOTAL FT 9,983' SIZE D SHEET: NTS TOTAL MILES 1 .89 FILE NAME:TDS TWINID 0898DA 13 44 DIGILiN TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TWINID_0898DA_13 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-C16 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 09/29/23 INITIAL SUBMISSION NV . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 440��' E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NITS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS FILE NAME:TDS TWINID 0898DA 13 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898DA 13 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 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 FELIXVIRTO REGIONAL DIRECTOR OF ENGINEERING 786-566-9915 DEPARTMENT OF LANDS (IDL) JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JON TRELATSKY 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 Nate Smith Network Specialist-Node Power 920-397-7733 TWIN FALLS CANAL COMPANY 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 1 Q Nichole Schneeberger Project Manager-MSCO 608-664-5212 v FEDERAL GOVERNMENT v Chris Haskin Director-Network Engineering 608-664-4443 TILSON N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 N lnPoOtllsontech.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 09/29/23 INITIAL SUBMISSION NV 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 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE SIZE B SHEET: NTS Todd Naylor NS-1-Route Acquisition 541-797-0539 o SIZE D SHEET: NTS 0 0 Z 3 1 FILE NAME:TDS_TWINID_0898DA_13 ® 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 09/29/23 TWINID 0898DA 13 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 Q 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED v 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE o CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 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 o9/29/23 INITIAL SUBMISSION NV MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN 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. 0 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE u PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT r2 HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NTS Q INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NTS AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. rn 0 co FILE NAME:TDS_TWINID_0898DA_13 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 —DH— �ns� DIRECTIONAL BORE 1 1.25'DIRECTIONAL BORE MULTIPLE CONDUIT TDB— —im DIRECTIONAL BORE 2 1.25' TWINID 0898DA 13 EXISTING OVERHEAD ELECTRIC —OE OE DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID FUTURE DIRECT BORE 1 F DROP FIBER —DB— —DB— 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 —W W CENTERLINE —CA —C/L EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK s/w s/w ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) (D PROPERTY LINE —— — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L- — F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m I I GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL ITS) 0 38G TERMINAL B8G B8G WATER MANHOLE(WMH) O C12 TERMINAL 0 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ Q CAPPED CONDUIT v SEWER VALVE(SV) v 2 TIE-IN/CONDUIT COUPLER T I L S O N SEWER MANHOLE(SMH) ® ®N On a Mission O STORM DRAIN MANHOLE DMH , T: (207)591-6427 F: (207)772-3427 ( ) EXISTING COMM LINE N InPoOttlaontech.com Z CATCH BASIN(CB) ® EXISTING GAS LINE , o REVISIONS CULVERT )CUL EXISTING POWER LINE , DATE DESCRIPTION INITIAL ( 09/29/23 INITIAL SUBMISSION NV GAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE ' GAS VALVE(GV) (9 EXISTING SEWER LINE , GAS METER(GM) 45, EXISTING WATER LINE , U UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE MI SIZE B SHEET: NITSUNKNOWN HANDHOLE(UHH) ❑0 TREE SIZE D SHEET: NITS UTILITY POLE(UP) LIGHT POLE(LP) FILE NAME:TDS TWINID 0898DA 13 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F 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 IRRIGATION LINE 4 I [E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT I ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE 1 \ ® SEWER VALVE ® GAS VALVE 3 ❑n TRAFFIC SIGNAL GAS METER 3 © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE FESSIONAL PLAZA ® CATCH BASIN CULVERT i S � O I 3 O - - - — U cos Col C07 3 C06 co, C08 Lu Lu Lu Lu C//10 C09 CO de •� ' � C71 C15 C13 C76 C74 U R/ R/W� All INR/W W —R/W� 2: 9! w -R/W L MAI PREPARED FOR: IN - - �Ma W �- DB(1)1.25" L:118' R/W { W ETILSON I DB(1)1.25" B 1+46/H 1+46 L:146' W T:(207(591-6427 F:(207)772-3427 DB(2)1.25' - W— info@filsonfech.com B 2+64 PLACE NEW A 0+14 — _Q� REVISIONS 14"OX24"AXS 400 TIER 8 HH AT L:� s 176' 042.56555258,-114.49008238 ' DB(1)1.25" — DATE DESCRIPTION INITIAL ACCESS POINT ID:5000-031-1 L:167' A 0+00/B 0+00/H 0+00 PLACE NEW 09/29/23 INITIAL SUBMISSION NV GR/GB:N/ISO:N DB(1)1.25" 22"OX21"AXS 500 HH AT I A 1+76/C 0+00 PLACE NEW L:153' 042.56549826,-114.48910641 22"fdX21"AXS 500 HH AT w DB(1)1.25" C 1+53 PLACE NEW. ACCESS POINT ID:5000-031 042.565441 14,-1 14.48846251 z 14'OX24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:N ! 000- Q 042.56540238,-114.48789790 GR/GB:ACCESS POINT I /ISOSO: O ACCESS POINT ID:5000-032-1 SCALE N I N o GR/GB:N/ISO:N SIZE B SHEET:1"=50' m r MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C01 OF C 16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &0 u Ap 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER •............••• FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO1 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS I 2 ELECTRIC METER Q ELECTRIC VAULT L:166' ELECTRIC MANHOLE m ELECTRIC CABINET (1 DB 1.25" ) LIGHT POLE 0 TRANSFORMER H 3+13 PLACE NEW DB(1)1.00" O SEWER MANHOLE © GAS MANHOLE A 14"OX24"AXS 400 TIER 8 HH AT E 0+62/F 0+00 PLACE NEW ® SEWER VALVE ® GAS VALVE 042.56507066,-1 14.48965221 14"S2SX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:5004-001 042.56504495,-1 14.48864950 L:35' ] TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N ACCESS POINT ID:5000-033.1 DB(1)1.00" J COMM MANHOLE ® WATER VALVE GR/GB:N/ISO:N \ 1C] COMM HANDHOLE HYDRANT L:19' A 3+42/E 0+00 PLACE NEW COMM PEDESTAL Q WATER METER DB(2)1.25" 14"OX24"AXS 400 TIER 8 HH AT O DRAINAGE MANHOLE 0 UTILITY POLE + I 042.56498641,-114.48849204 1 I E 0+44/F 0+19 f ACCESS POINT ID:5000-033 ® " L.98' CATCH BASIN CULVERT DB(1)1.25" GR/GB:N/ISO:N s L:83' I ) ❑ 3 DB(1)1.25" I L:44' L:101' I DB(1)1.25" DB(1)1.25" 00 r 1 C H 4+11 PLACE NEW '� 0 U 14"OX24"AXS 400 TIER 8 HH AT U I I I 042.56480054,-1 14.48965364 cos col col ACCESS POINT ID:5004-002 t GR/GB:N/ISO:N L.23 `1 LuI DB(1)1.00" coe cos coa w Lu A 4+43 PLACE NEW Lu CID cog 14"OJX24"AXS 400 LT DUTY HH AT 042.56470955,ACCESS POINT 11:.4885 2 6 L:82' F 1+02 PLACE NEW as as DB(1)1.25" 14"OJX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N J 0+72 PLACE NEW O I 042.56476443,-1 14.48866830 O c12 a6 a4 L 14"OX24"AXS 400 TIER 8 HH AT r ACCESS POINT ID:5000-033.2 042.56457811,-114.48982150 ACCESS POINT ID:5004-003.1 GR/GB:N/ISO:N GR/GB:N/ISO:N I � . L:91' U U Q — H 4+93/J 0+27 I I DB(1)1.25" .• C CC1 G I I I A 5+34/G 0+00 PLACE NEW G I 14"OX24"AXS 400 TIER 8 HH AT PREPARED FOR: A 042.56445934,-1 14.48852618 ACCESS POINT ID:5000-035 3 L:Y7 i GR/GB:N/ISO:N DB(2)1.25" H 5+20/J 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT L.113 ETILSON 'v 042.56450293,-1 14.48965651 1 f T:(207(591-6427 F:(207)772-3427 w ACCESS POINT ID:5004-003 I info@tllsontech.com GR/GB:N/ISO:N G 1+13 PLACE NEW I o I REVISIONS o DATE I DESCRIPTION INITIAL 14"(dX24"AXS 400 TIER 8 HH AT w L:241' L:217' DB(1)1.25" 042.56427042,-114.48869120 DB(1)1.25" 09/29/23 INITIAL SUBMISSION NV— ACCESS POINT ID:5000-035.1 GR/GB:N/ISO:N THUNDER AUTO SALES 3 BR NDI GI I SCALE _ SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO2 OF C 16 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. D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o Ap 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_0898DA_13 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 • PROPOSEDHA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER •............••• FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO2 W WATER MAIN 11 SEWER -- SD STORM DRAIN � � 3 -E POWER LINE IRRIGATION LINE . E] ELECTRIC HANDHOLE IRRIGATION ACCESS V ELECTRIC VAULT �T \ ELECTRIC METER If BRANDING ® ELECTRIC MANHOLE m ELECTRIC CABINET SCHROEDER'S ' MOTORS I O COVE OF ' ate. IRON LIGHT POLE 0 TRANSFORMER H 8+73/K 0+00 PLACE NEW I W I T r468 , SEWER MANHOLE GAS MANHOLE SEWER VALVE GAS VALVE 14"OX24"AXS 400 TIER 8 HH AT H 7+22042.56393904,-114.49004950 END OF CITY OF TWIN FALLS ROW o TRAFFIC SIGNAL GAS METER ACCESS POINT ID:5004-005 START OF ITD ROW © COMM MANHOLE ® WATER VALVE GR/GB:N/ISO:N F A 7+75 PLACE NEW L:50' H 7+51 PLACE NEW I I 14"GX24"AXS 400 TIER 8 HH AT I © COMM HANDHOLE HYDRANT L:144' H 8+15/K 0+58 ALLIANCE 042.56382996,-1 14.48852328 COMM PEDESTAL WATER METER DB(1)1.25" DB(1)1.25" H 7+29 14".5639 AXS 411 TIER 800 0 ECHSOLUTIONS M b 042.56390941,-114.48960020 ACCESS POINT ID:5000-036 O �� ACCESS POINT ID:5004-004 GR/GB:N/ISO:N I D DRAINAGE MANHOLE UTILITY POLE A1,7 GR/GB:N/ISO:N °'7+61 A 9+36 PLACE NEW ® CATCH BASIN CULVERT END OF CITY OF TWIN FALLS ROW 14"OX24"AXS 400 TIER 8 HH AT s 1 W�� START OF ITD ROW 3 042.56378939,-114.48792940 1 W ACCESS POINT ID:5000-037 _ L:58' M/a GR/GB:N/ISO:N DB(2)1.25" W L:14' L:161' r � Ql — DB(2)1.25" g DB(1)1.25" 1 O _ L:84' 0 yy U W DB(1)1.25" H 7+37/H 7+65 9 30 U L:45 yy cos col col I _ w DB(1)1.25" W I m C06 102 I COB R/W o 1-----,Lu ti K 1+35 A'] T c1 o cog END OF IT ROW R/W W 7] y�• �n 4C1'6 START OF CITY OF TWIN FALLS ROW i WOK1+42/L 0+69 y� O C12 C14 I L � L 1+14 PLACE NEW — /W� �, yy r 14"OX24"AXS 400 TIER 8 HH AT �_ DB(2)1.25" 042.56369053,-1 14.48966643 R/W _ U ACCESS POINT ID:5004-005-1.l L:155' U _ K 2+11 /L 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N DB(1)1.00" R/W `w"w 14.48982,560 ACCESS POINT 1ID 5004-05-11 L:153' Q G GR/GB.N/ISO.N ` HIGH DESERT BOBCAT PREPARED FOR: L:124' ETILSON DB(1)1.25" T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL ' t i s 09/29/23 INITIAL SUBMISSION NV K 3+35 PLACE NEW DUNES 14"OX24"AXS 400 LT DUTY HH AT ■ y 042.56316426,-114.48981158 ! MOTEL MONTEREY MOTOR INN ACCESS POINT ID:5004-005-2 SCALE GR/GB:Y/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV CO3 OF C 16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C08 W WATER MAIN 11 SEWER 1D STORM DRAIN E POWER LINE IRRIGATION LINE ASIAN FOOD MARKET I E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER 16 L O$ SEWER MANHOLE © GAS MANHOLE *� ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE EL RANCHO © COMM HANDHOLE HYDRANT 4 MOTEL ® COMM PEDESTAL WATER METER PACK&SHIP OD DRAINAGE MANHOLE C-0)UTILITY POLE BUSINESS C ® CATCH BASIN CULVERT l+A 11+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT IIII M 042.56374593,-1 14.48732250 350 ACCESS POINT ID:5000-038 -•.,. C) L:164 GR/GB:Y/ISO:N UNITED OIL U DB(1)1.25" M/a- A 14+35 PLACE NEW C05 col C07 M/a L:335' 14"OX24"AXS 400 TIER 8 HH AT - DB(1)1.251, 042.56365604,-114.48608470 SINCLAIR C06 CO2 1 C06 w ACCESS POINT ID:5000-039 w GR/GB:N/ISO:N C70 C09 'Cb 2 I C15 C13 C12 116 C14 - DB M/a W �. QC W� 4 G R/W _Q W 93 -R/W W R/W I_ PREPARED FOR: L:146' DB(1)1.00" R/w R/W TILSON DAIRY QUEEN THREADS L:103' ~ T:(207(591-6427 F:(207)772-3427 D B(1)1.00" info@filsonfech.com PARK I 3�5 DB(1)1.00" REVISIONS MONTEREY MOTEL M DATE DESCRIPTION INITIAL MOTOR INN SAWTOOTH INC. 09/29/23 INITIAL SUBMISSION NV GRANITE AUTO SALES SCALE 1 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C04 OF C 16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F 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 140- E POWER LINE 560 I ELECTRIC HANDHOLE IRRIGATION LINE IRRIGATION ACCESS ELECTRIC METER O ELECTRIC VAULT 3 • ® ELECTRIC MANHOLE m ELECTRIC CABINET \ a I PRO ACTIVE LIGHT POLE 0 TRANSFORMER � + BEHAVIORAL HEALTH - - OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0-c� ❑n TRAFFIC SIGNAL GAS METER 562 © COMM MANHOLE ® WATER VALVE 1 S2� © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT - PROFESSIONAL PLAZA U H/W c0e Col co F COI CO2 C08 W I Lu Lu T .I C10 C09 CO W . / W --- C15 C13 R/W. � fi � � v, L W W R/W�--- -® LO C72 CIS C74 B 8+71 r R/ B IN— —W = .DB U M B 8+77 —R/W W - \ B 7+48 W B 7+31 WEl L:471' W— PREPARED FOR: DB - � ^Q(1)1.25" L:135' �_ _ �/W � � W I1 - DB(1)1.25" ,I TURNING POINT B 4+55 CENTER FOR CHANGE B 5+23 PLACE NEW B 4+35 14"OX24"AXS 400 TIER 8 HH AT T I L S O N 042.56560149,-1 14.49104076 ACCESS POINT ID:5000-031-3 B 3+88 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT T(207)fo@til27 F:(207)772-3427 B 9+94 PLACE NEW GR/GB:N/ISO:N I info@}ilsoniech.com 14"OX24"AXS 400 TIER 8 HH AT II 042.56558191,-1 14.49054051 2 042.56535475,-114.49234400 ACCESS POINT ID:5000-03 -2 REVISIONS ACCESS POINT ID:5000-031-4 GR/GB:N/ISO:N DATE DESCRIPTION INITIAL GR/GB:N/ISO:N I 09/29/23 INITIAL SUBMISSION NV DB(1)1.25" SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C05 OF C 16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C05 W WATER MAIN 11 SEWER D STOR -S IN E POWER E IRRIGATION LINE -lm"Ib7777777?!F� E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT wl r �; ELECTR I C MANHOLE ® m ELECTRIC CABINET 1 � � LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE I SEWER VALVE GAS VALVE I I ❑n TRAFFIC SIGNAL GAS METER i © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT _ ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE B 12+06 14"OX24"AXS 400 TIER 8 HH AT B 1 1+60 PLACE NEW ® CATCH BASIN CULVERT 042.56489805,-1 14.49251850 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:5000-031-5.1 042.56489805,-114.49234945 GR/GB:N/ISO:N ACCESS POINT ID:5000-031-5 � i GR/GB:N/ISO:N s I p L:46' U I DB(1)1.25" -•.c95 Col C07 IC06 CO2 COS L:39' W DB(1)1.00" r s I Lu c10 cog rJC13 o ?11 C15 V OC12 C16 C14 Q PREPARED FOR: I - � Mir Y� ETILSON T:(207)591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS ( I DATE DESCRIPTION INITIAL _ / I 09/29/23 INITIAL SUBMISSION NV PRO WEST RV PARK MAP ENGINEERING SCALE ' SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C06 OF C 16 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. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F 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 M/a -E POWER LINE IRRIGATION LINE �- E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT w ® ELECTRIC MANHOLE m ELECTRIC CABINET w LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE / R/yy ® SEWER VALVE ® GAS VALVE / R/w- ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE - © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER / . O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT U I C05 C01 C07 C06 CO2 I C08 Lu Lu C10 C09 �9 C15 C13 O I C72, C76 C74 { Qi C 3+28/D 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT PREPARED FOR: 042.56535691,-114.48724963Qgk ■ ACCESS POINT ID:5000-032-2 --M/a GR/GB:N/ISO:N D 3+14 PLACE NEW `= 14"OX24"AXS 400 LT DUTY HH AT 531065,-1 14.48609870 T I L S 0 N ACCESSCCESS POINT ID:5000-032-2.2 M/a GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 info@filsonfech.com w M/a REVISIONS W M/a DATE DESCRIPTION INITIAL W 09/29/23 INITIAL SUBMISSION NV IN � DB W D 0+10 �B W L:175' - � SCALE DB(1)1.25" L:314' w ml DB(1)1.25' ��R SIZE BSHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C07 OF C 16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 W WATER MAIN Sl SEWER SD STORM DRAIN R/W— —E WER LINE IRRIGATION CATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER c .— L.185' O SEWER MANHOLE © GAS MANHOLE DB(1)1.25" ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT i C 5+13 PLACE NEW " 14"OX24"AXS 400 LT DUTY HH AT N 042.56485036,-1 14.48724140 0 ACCESS POINT ID:5000-032-2.1 U GR/GB:N/ISO:N f CORNERSTONE BAPTIST f CHURCH - cos col col I CO6 CO2 COB wion T�t W I C10 C09 �9 2 I ' /1 ' -Owl C15 C13 V� • OC12 116 C14 PREPARED FOR: I ETILSON T:(207(591-6427 F:(207)772-3427 --- info@filsonfech.com �i REVISIONS DATE DESCRIPTION INITIAL _ 09/29/23 INITIAL SUBMISSION NV SCALE ASIAN FOOD MARKET SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C08 OF C 16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &0 u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C06 -W WATER MAIN 11 SEWER SD STORM DRAIN L:588' H 11+46/Q 0+00 PLACE NEW —E POWER LINE DB(1)1.25" H 14+37 PLACE NEW 588 14"OX24"AXS 400 TIER 8 HH AT IRRIGATION LINE 14"OX24"AXS 400 TIER 8 HH AT H 13+11 PLACE NEW 042.56408405,-1 14.49213681 14"OX24"AXS 400 TIER 8 HH AT ACCE400766,-1 14.49105842 ELECTRIC HANDHOLE IRRIGATION ACCESS I ❑ ACCESS POINTID:5004-007 ELECTRIC METER OV ELECTRIC VAULT ACCESS POINT ID:5004-009 042.56405079,-1 14.49167040 GR/GB:Y/ISO:N ELECTRIC MANHOLE I m ELECTRIC CABINET GR/GB:N/ISO:N ACCESS POINT ID:5004-008 ® L:126' H 10+16/P 0+00 PLACE NEW GR/GB:N/ISO:N LIGHT POLE 0 TRANSFORMER DB(1)1.25" 1 19 14"OX24"AXS 400 TIER 8 HH AT L:166, 042.56397224,-1 14.49058061 I OS SEWER MANHOLE © GAS MANHOLE DB(1)1.25" ACCESS POINT ID:5004-006 ® SEWER VALVE ® GAS VALVE L:112' GR/GB:N/ISO:N DB(1)1.25" ❑TS TRAFFIC SIGNAL � GAS METER a H 10+34/P 0+18 © COMM MANHOLE ® WATER VALVE DB © COMM HANDHOLE HYDRANT M/a _ _ ® COMM PEDESTAL Q WATER METER W 1 �_ m DRAINAGE MANHOLE Q UTILITY POLE TT CATCH BASIN CULVERT C/ — W —R/W L.IS' R/W--- DB(2)1.25" F L:74 /W W DB(1)1.00" L:76' 0 00DB(1)1.25" M "" rl O U A o IN/W U C05 col C07 Q 0+77 4 I END OF ITD ROW w I I START OF CITY OF TWIN FALLS ROW Ll.l coe coz 1 coa w HOLIDAY OTE I P 0+94 PLACE NEW R/W �� _ W C70 tCl ��CO 14"OX24"AXS 400 LT DUTY HH AT (f� I 042.56376857,-1 14.49066066 as ` t 3 ACCESS POINT ID:5004-006.1 O 4i I •I GR/GB:N/IS+O:�N O Clz a4 _ : ' GREEN TECH _ u I INNOVATIONS Q . 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L:825' ETILSON f — T:(207)fo@til27 F:ch.c 772-3427 � info@filsonfech.com VALLEY COMMUNITY I REVISIONS COUNSELING 1A DATE DESCRIPTION INITIAL 09/29/23 INITIAL SUBMISSION NV w I° SCALE 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C09 OF C 16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F 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 IRRIGATION LINE ELECTRIC HANDHOLE IRRIGATION ACCESS H 18+06 V ELECTRIC VAULT ELECTRIC METER If • yk ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER Fill" PC O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE m Q TRAFFIC SIGNAL GAS METER �QD i © COMM MANHOLE ® WATER VALVE -- IN © COMM HANDHOLE HYDRANT COMM PEDESTAL WATER METER ' m O DRAINAGE MANHOLE 0 UTILITY POLE H 18+84 — ® CATCH BASIN CULVERT END OF ITD ROW START OF Bp, TWIN FALLS ROW I ` R/W 59 0 OASIS STOP N'GO m u I 11 Col C07 H 2O+25 PLACE NEW C06 Coe ',.008 14"OX24"AXS 400 TIER 8 HH AT _ LI_I 042.56362481,-114.49341870 A HOLIDAY MOTEL LU Clo C0 9 Lb ACCESS POINT ID:5004-010 GR/GB:N/ISO:N � � ,� / /\ C71 411 C13 VOC12, C14 L:38' DB(1)1.00" L:139' w DB(1)1.25" PREPARED FOR: ETILSON 3 — T:(207(591-6427 F:(207)772-3427 141 info@filsonfech.com - -� REVISIONS VALLEY COMMUNITY H 21+64 PLACE NEW COUNSELING DATE DESCRIPTION INITIAL 14"OX24"AXS 400 LT DUTY HH AT 09/29/23 INITIAL SUBMISSION NV R/W 042.56324444,-114.49340623 ACCESS POINT ID:5004-011 L:38 - - GR/GB:Y/ISO:N DB(1)1.00" .- H 21+69 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C11 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C10 OF C16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 10 -W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE RAW- E] ELECTRIC HANDHOLE IRRIGATION ACCESS I ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER \ I O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT �I ® COMM PEDESTAL Q WATER METER + I O DRAINAGE MANHOLE l_L�UTILITY POLE ' I _ ® CATCH BASIN CULVERT " S i 5' L:298' Ln 1 DB(1)1.25" r1 \ _ I U I . �. _C05 C01 C07 ICL, CO2 '.�'C08 Lu Lu 10 T 1------__ 1 C+ C09 �-NCO C11 CIS C13 \ v 181 O C12,_,.. C16 C14 i ST IGNATIUS ORTHODOX CHRISTIAN CHURCH = ` CQC H 24+62/R 0+43 I R 0+87 PLACE NEW PREPARED FOR: L:44' 14"OX24"AXS 400 LT DUTY HH AT L:43' DB(1)1.25" 042.56242970,-114.49323130 DB(2)1.25" ACCESS POINT ID:5004-012.1 GR/GB:N/ISO:N H 25+05/R 0+00 PLACE NEW• T I L S O N 14"(dX24"AXS 400 LT DUTY HH AT ` 042.56231006,-1 14.49339159 \ T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:5004-012 info@tllsontech.com GR/GB:N/ISO:N REVISIONS H 25+12 DATE DESCRIPTION INITIAL L:149' 09/29/23 INITIAL SUBMISSION NV MENEM* SCALE 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C11 OF C16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 11 -W WATER MAIN 11 SEWER \ 5D STORM DRAIN -E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT H 26+53 PLACE NEW I ® ELECTRIC MANHOLE m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT LIGHT POLE 0 TRANSFORMER 042.56190404,-114.49337121 3 \ O SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:5004-013 GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE � M/a nn�a ❑p TRAFFIC SIGNAL � GAS METER M�a © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER ' O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT S 1 I Y I ko LI I U COS col C07 C 0 6 CO2 I C08 W I 11 ' -_NCO W C1 4" C r PREPARED FOR: _ -, ETILSON I T:(207(591-6427 F:(207)772-3427 / info@filsonfech.com —1 I REVISIONS I DATE I DESCRIPTION INITIAL I, 09/29/23 INITIAL SUBMISSION NV I I ISCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C12 OF C16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO3 W WATER MAIN 11 SEWER SD STORM DRAIN -E POWER LINE n IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS I _ ELECTRIC METER Q ELECTRIC VAULT — ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER O EREY SEWER MANHOLE © GAS MANHOLE o SEWER VALVE ® GAS VALVE - I N it ❑n TRAFFIC SIGNAL � GAS METER Lu I © COMM MANHOLE ® WATER VALVE N DUNES COMM HANDHOLE HYDRANT MOTEL ® COMM PEDESTAL ` WATER METER Q O DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT " L:272' s DB(1)1.25" r � Icy #i - U 1 , M 2+09 PLACE NEW T--i I— I -• 14"OX24"AXS 400 LT DUTY H H AT U I 042.56265030,-114.48964754f I I o ACCESS POINT ID:5004-005-4.1 I -.cos Col C07 GR/GB:N/ISO:N I COb CO2 CO. ui = I C10 C09 u I I I � C71 C15 C13 O 1 20'UTILITY EASEMENT 4 , TWIN FALLS COUNTY clz Cl- a4 DOC#:022751 } _ � I L. K 6+07/M 0+ DB1)00 PLACE NEW I (1)1.25" Q 14"OX24"AXS 400 LT DUTY HH AT 042.56241887,-1 14.48978130 I c r ACCESS POINT ID:5004-005-3 m = r GR/GB:N/ISO:N o, — I PREPARED FOR: M 0+82/N 0+00 PLACE NEW ' DB(2)1.25" I 14"(dX24"AXS 400 LT DUTY HH AT 042.562301 19,-1 14.48963237 T ACCESS POINT ID:5004-005-4 ETILSON K 6+50/M 0+42 GR/GB:N/ISO:N - u I T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM L:10T L:40' DB(1)1.25" DB(1)1.25" - REVISIONS DATE DESCRIPTION INITIAL 71I /20'UTILITY EASEMENT 09/29/23 INITIAL SUBMISSION NV A TWIN FALLS COUNTY DOC#:022751 L:103' _ SCALE DB(1)1.25"a.& SIZE BSHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C13 OF C16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 13 -W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE 20'UTILITY EASEMENT IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS TWIN FALLS COUNTY DOC#:022751 ELECTRIC METER Q ELECTRIC VAULT � OPTITAP:40/60 m N 1+03 PLACE NEW ® ELECTRIC MANHOLE m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT K 7+57 PLACE NEW I w 042.56201738,-1 14.48962108 LIGHT POLE TRANSFORMER 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:5004-005-4.2 OS SEWER MANHOLE © GAS MANHOLE 042.56200795,-1 14.48976920 GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE ACCESS POINT ID:5004-005-3-1 GR/GB:N/ISO:N -+ ❑n TRAFFIC SIGNAL GAS METER h © COMM MANHOLE ® WATER VALVE h © COMM HANDHOLE HYDRANT W N O ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT 1� _,..cos cm col C06 Cot Cob W Y FZ�N I I ao cog Lb C15 C13 `O / I C72, C76 C74 1 2 . 2 PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 09/29/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C14 OF C16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C09 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS f-V—)ELECTRIC VAULT Q 3+25 PLACE NEW 4 ELECTRIC METER m NET M�a ® ELECTRIC MANHOLE ELECTRIC CABINET RAW— 142.5631"AXS 411 TIER 8 37 6HHA LIGHT POLE 0 TRANSFORMER � 042.56311635,-114.49103776 ACCESS POINTID:5004-007-1 O SEWER MANHOLE © GAS MANHOLE o GR/GB:N/ISO:N O ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER L:127' - © COMM MANHOLE ® WATER VALVE DB(1)1.25" © COMM HANDHOLE HYDRANT 3 I ® COMM PEDESTAL Q WATER METER - I O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT Q 4+1 1 s 1 — Q 4+52 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT \ 042.56288016,-114.49117740 ACCESS POINT ID:5004-007-2 GR/GB:N/ISO:N M j N` U I I o U A _C05 C01 C07 C06 CO2 C08 W I C10 oCl c1z a4 CO3f 31 ' ST IGNATIUS ORTHODOX `� L:45' m I Q 6+06 DB(1)1.25" I j CHRISTIAN CHURCH Q 6+15/S 0+00 PLACE NEW so U I 14"OX24"AXS 400 LT DUTY HH AT S 0+45 PLACE NEW U � f I--- i. I 042.56244275,-114.49119201 ACCESS POINT ID:5004-007-3 14"OX24"AXS 400 LT DUTY HH AT *' GR/GB:N/ISO:N 042.56242316,-1 14.49105050 ACCESS POINT ID:5004-007-4 — _ GR/GB:N/ISO:N OPTITAP:40/60 — illilmoldr — PREPARED FOR: Q 6+23 ETILSON L:173' w w T:(207(591-6427 F:(207)772-3427 DB(1)1.25" info@tilsonfech.com L:131' REVISIONS DB(1)1.25" DATE DESCRIPTION INITIAL 3 I - 09/29/23 INITIAL SUBMISSION NV L 200' I � SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C15 OF C16 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.3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &o u 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_0898DA_13 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 15 —W WATER MAIN 11 SEWER MooOPTITAP:40/60 -Se POWER STORM DI LINE 15'UTILITY EASEMENT IRRIGATION LINE TWIN FALLS COUNTY S 1+76 PLACE NEW ELECTRIC HANDHOLE IRRIGATION ACCESS DOC#:007188 14'OX24"AXS 400 LT DUTY HH AT ELECTRIC METER ELECTRIC VAULT ` 042.56206257,-1 14.49104412 ® ELECTRIC MANHOLE m ELECTRIC CABINET 3 Q 7+80 ACCESS POINT ID:5004-007-5 GR/GB:N/ISO:N LIGHT POLE 0 TRANSFORMER 3 O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER MAN \ © COMM MANHOLE ® WATER VALVE Q 7+88 PLACE NEW © COMM HANDHOLE HYDRANT 14!'OX24"AXS 400 LT DUTY HH AT 41 042.56198543,-1 14.491 18049 ® COMM PEDESTAL l�1 WATER METER ACCESS POINT ID:5004-007-3.1 _ I O DRAINAGE MANHOLE )UTILITY POLE MIN GR/GB:N/ISO:N I ® CATCH BASIN CULVERT M --_"L2o7 DB(1)1.25" ai N \ ; U U °O � _cos cm col C06 CO2 C08 Lu Lu Lu_ \ \ Lu i C09ceS 3+g0 PLACE NEW IS c1s c13 O _W_ W 14"!7042.5 AXS 40,-1 DUTY HH AT 042.56155740,-114.49110390 c12 , ab a4 \ ACCESS POINT ID:5004-007-5.1 GR/GB:N/IS Q I I r1 l / Q \ I� R/* PREPARED FOR: M / I I / ?d ETILSON I / T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com / REVISIONS / DATE DESCRIPTION INITIAL / 09/29/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C16 OF C16 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 13 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I �I I—III—III—III—I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I I�I I—I I r-I I la I I-1 I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —III—III=III=III=11�111�11=11rIII— REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—III—I 11=1 I I� 11=1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I I�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE I�I III-1 I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III-III-III-III—I�I I�I—1I�I I—I I I= 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 �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I-11�111 on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I 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—1I I=I I 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 El REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-11I—I1 09/29/23 INITIAL SUBMISSION NV 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 • 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 , CONSTRUCTION. [FI—LEN-AM­E:TDS TWINID 0898DA 13 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TWINID_0898DA_13 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 09/29/23 INITIAL SUBMISSION NV f10T BE MCLO'.W 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 EVE2fTE FACTORY PROVnES,PeMLSERG SCALE ROAD(R590j.KL1PQrVER 1871 PO SOX 672 KUPRJv9R 1571 SIZE B SHEET: NITS AMVAAL.GAUT&K- M4a SIZE D SHEET: NTS '5L+27`1 9W 7023 MAR w4odvruo-com FILENAME:TDS TWINID 0898DA 13 AXS 400 H H DETAIL ® ° v Dig Line,Inc. 811 or 800-342-15-BS TOP VIEW TWINID_0898DA_13 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O l --4S0.00 RIGHT VIEW Awk m � 0 LSON T1 T. (207) 591-6427 F: (207) 772-3427 SECTION A-A -M DRAW;f els A1.4 THE COlPYRCvP(r DRAWN: A Du To-if Drowfry►,o_ infoOtilsontech.com 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 CO#179$WReOFMAY CHECKED: 09/29/23 INITIAL SUBMISSION NV ►#OT sE Da CLOSED TO ANY 7►i40 -,OOR-ASSY PARTIES YV VTr1MO VVWT7V4 C0t45Jr. DATE: 17/08/2020 MA1a+OCA SCALE(A3): 1 :6 3D1S/300106107 evah"E FACTOR,Pea Am.HEK)eDERG SCALE ROAD la=:.[LIPQNER 1871 SIZE B SHEET: NITS PO Box 672 RSRrvER 1571 MCVAAL GAU e-C- SIZE D SHEET: NTS Td+27 11 9-m 7Q23 , MAIL:w4odweAa cc so FILE NAME:TDS TWINID 0898DA 13 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898DA 13 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. 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I50 21 . 37 0 1 v SCALE � I _ SIZE B SHEET: NTS o I .� EIIE Ou1r1+rG p SIZE D SHEET: NTS 0 1 w B I04 11 - 11000wIF g' { { Lw � Z t ril�ide�~i�.w�+t�MN� y29%v,i le:rotri� Kl[ 11S r I�M011-I IOOOM 9Ql ( o' I 3 [FILE NAME:TDS_TWINID_0898DA_13 TFSD-301 TYPICAL TRENCH ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 13 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL KIM CA C WT Pa.i1 0& mm wwj UNIM MOM PM WM04�-�.� � .r _ mamm .p - - OWPAt I. h E, -- FATi1L aRtACX SM 3AIIC F(4 S9W IMITr aF TM FA" QEVOMS SECTVM Wn I 9 mOxIm Tip'[ T4 K it ADM TUB OF MML ' Y RL*CE OR ATTACH n1HM EW Ai S 4F Pft F*R I_ SAIf��t AY BE ItJ1tiON" NTH YiET1EN PERIWE 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 BAW 311EIR DATE DESCRIPTION INITIAL 09/29/23 INITIAL SUBMISSION NV SCALE ST LL SIZE B SHEET: NTS OF TYPICAL SIZE D SHEET: NTS L ( - FILE NAME:TDS TWINID 0898DA 13 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_0898DA_13 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 09/29/23 INITIAL SUBMISSION NV PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5A"AG7J1 rAfC A# Pc MOON wCoulltts1 IIIYI= PATH. CRI 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 FILE NAME:TDS TWINID 0898DA 13 DOME. SD-304 GRAVEL ACCESS ROAD Dig Line,Inc. 811 or 800-342-158S L: I • w TWINID 0898DA 13 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KTA 0 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: T'Apr J i Q C CY CPA'& •ccm Row WAY VANY % P-MS ION tOCAIM O P**AK 2R awwo 0w *" aw rms LEGEND © .N"wAT Of %T tK r T • we p nATURK opawo T I L S O N IIIDTM MUST EX .T tFbT M" MN MID**-12' 11MIL.S UfKwom Spear= O nAa r ww Cr 3/4- 1N111P'1 c1Nva Awnc,^It �O apply ENT04S %t LL WYE A W&AN CO PACTO TO 95X DAY D04gri On a Mission S 1 ryls SLOP( KIM .1 SLOP[ O Nt00YwOd�ED *a eACX Slpr( Qrm �gm S NIH PASrOW OPASS WAT;M E05* T- (207)591-6427 F- (207)772-3427 a e0111000 3" SXALL Of • W40AN t-t tnPoOttlsontech.com •AGX ACFE 111 a A TN 4 1 BApr[ O KAI Odm e• �S Pnrw C..IOU Cp1oACM TO 9?= occowpt4mr, Ma ►tow LNQ Or K eft DITCH SHALL K m"10.0 or 6' onow REVISIONS UE EOAEST A"WCA$ •ASE C*ArA Q ftAM 3- Of 3/4- ROA.W0 Q*AAX TC DI=001c[ D*ANACL PMING 01T171 DATE DESCRIPTION INITIAL t040" DQIIEVMY%RE 40"D I M © P.OPOSm PEE LwE 09/29/23 INITIAL SUBMISSION NV AVPRC�ED 1.0411H AID TYPE O P{,A([ r OF 0- NWVS PfTA1PM JIA'+a GA1oAGTED TO P?>< 011T 00 91" M IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING ` ��Ks ROAD N0i' SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS [FILE NAME:TDS TWINID 0898DA 13 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 G• TWINID 0898DA 13 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h d '.1• Y N kJ 'a.. lzlj _. .'04L- � vtm ' '� m NOTES ry � �+ ` uI - TILSON On a Mission AL�51 4,' C-iLIML , --.—_` __ T: (207)591-6427 F: h.co 772-3427 . i EXIMM � ( r 1 'tlg� �I���'I tnPoOtilsontech.com mow 'll�_',C SAUA&# � � Q�cATbCREVISIONS - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- 09/29/23 INITIAL SUBMISSION NV tj�CA1d Vft W OR O1 W_IF X&M NT 011111,01L, RERAW LILAC GRDJ _ F POTHOLES !WE CREATER TFI1411' � [ Y�3T WOMIT�1N A gh YMTIAL ANO A 7 �IIIE F>QDF USEC IPRCTfD PEA J14Q BElO� c 3r W H91 kIXTAL NPARATM FROM E EPM CITY PLa11 YR Gw UILI M UNLM OTHC RRIF£ APF RDYED NY ll K CITY �Or�tR SCALE W� p SIZE B SHEET: NTS r4 SIZE D SHEET: NTS FILE NAME:TDS TWINID 0898DA 13 SD-307 BORING AND JACKING DETAILS 0D1G"" :' Dig Line,Inc. 811 or 800-342-1585 r TWINID 0898DA 13 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f Lw> SKID DETAIL LEGEND N T>c O Sm CUT To FTT 20 CAMNQ POPE O3 4'44• Ctom OM PeD SIM% 0In COWVICIJUT IAwCA= CAW-, W9, ATOMs (C464o Mc CO AiiNC11D S ANSimll10N IS' CAAN IM PIPE I SP'ACLWS PVt STn CAM W FVL 3 9ACRS $'R 1") 4 SmwTN SIM CAINC ]/!• W% *OLL "CKM IM1 MR dA CIP 2' CKAID TNA1► CAK%P WE KU O 011TSM fVt !dl 2 4 © Y t COW STAftXSS SR& STIR PPW. 4' QC. MM A Mk a IK TWO $VtWS TOM "t r011IR t5' ANM,LAM SP'AC9 IBLED MTN SAAQ, GWM't 31W CAALQ ON "V2 MAMMAL AS APPROM B1' IW 3 [„all tv 7 {;) NOTES: um alA*AMct Ca) IF A YtTN100 oTNpt THAN IK 'K"°°uom "Ttl T I L 5 0 N S DETA [D L IS mcp< . 56. T a?w ORAM414S IOM A►"OVAI tlY M C%GV4 § PMIOM TO COMS RiCTIOr On a Mission K IC1I00 T: (207)591-6427 F: (207)772-3427 SAW A vM771M M0.6SM OF T SECTION A—A CP 900vac Prt %OVOIT, ACN9%00C f Cif torootna0�t�n.�«� w h T 1!K L►IE ANC CPACC AVMANM W COF4ER o" nL"TAT10K MO n L#40 OF AN/ltlLM WWI REVISIONS K nNXX CLSPIG WE AMo CANNOT PIP(. ALL Idl Tlt APPWWAL 8, TIK 040" M 0"00 TO DATE DESCRIPTION INITIAL NSTKLAG THE PtFC 09/29/23 INITIAL SUBMISSION NV "it IDAHO STANDARDS BORING AND JACKING STAWAPID ORAVMNG SCALE F0R PUBUC 00NSTRUCI" s DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS [FILE NAME:TDS TWINID 0898DA 13 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_0898DA_13 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. 09/29/23 INITIAL SUBMISSION NV © 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�41DJ SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS TWIN°FALLS SECTION N0 TFSD- 801 [FILE NAME:TDS TWINID 0898DA i3 TFSD-802 TYPICAL RURAL STREET SECTION 0D1G" : Dig Line,Inc. 811 or 800-342-1585 pop I 1" ITS TWINID 0898DA 13 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 jj�i"PL*ff NX PAVEYIENT W.WALE MMM 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 . LWJA.1'U#OT 111 E-�F,1 [iEE OT{ OF Prhl FN.LS UAST[3t 7f1 TATION KV44 44 ' _ *tRL In Fo W6 WKWWW114- agirr T _ wr Aw Lm&Kony Aw TILSON ,r C On a Mission 1� -_low - ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 *"VALUE ISi�lL fl tL . InfoOtnsontech.00m f�_� _5r S" :- �.m -- . ,w yd�J REVISIONS AW-V U DATE DESCRIPTION INITIAL 09/29/23 INITIAL SUBMISSION NV P WW— SCALE ft oft SIZE B SHEET: NTS QTY TYHGLALmUmAL �TANQ,RD NAWN4 SIZE D SHEET: NTS W- T I T SECS YF C -802 FILE NAME:TDS TWINID 0898DA 13 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D1G"" : Dig Line,Inc. 811 or 800-342-1585 OWN hp tw AND amm WIN &I W AULT _ TWINID 0898DA 13 pfatr Iwvq TWIN FALLS,ID ME I-EMM GRAB ALLY OR NEW ALLY MATERIAL DESCRIPTION QTY ACTUAL I : m- TYPE fl—NEW L 21 I lEl 1fl-NEW ALLEYS M 0 M N 0 TYPEI N AUEYS • 1.MU MAW M PA5IEM W WWAIX OD, cRummm 1 : Opp rrmmoR a rot momm amKoaml TILSON .. _ .. .._ _.. .. - _. On a Mission T- (207)591-6427 F- (207)772-3427 N GIT� tnPoOtilsontech.00m . A� �UM—W WOW W.f' � REVISIONS ,y1 �'�4-4-9049% DATE DESCRIPTION INITIAL I � ON —PW ` 09/29/23 INITIAL SUBMISSION NV -- ' 19 MWAM mFf4 "T w. 11T-war 1.CAW ONI Mani;mr,BY uan&m EF um. SCALE � � �, �_� SIZE B SHEET: NTS SIZE D SHEET: NTS FALLS ALLEY 5E TI =$D-803 FILE NAME:TDS TWINID 0898DA 13 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 FOR FIRE ACCESS ROAD SU TFSO-305 TWINID 0898DA 13 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL 1' I _W I mi :mmw 4 mawrn I_ . OVSASMAW 10"AN114 APPROMM BY IIJIXAL, VAL NLA Fg@+ OET11EEN IN AMU 37GJI ._ i . _ r a mm,CM*R iRAD( a7 f!■�IIL., -4E MA YK *"= TO %4 LIFT C* RAT #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. Y�1 (> ', mam ' On a Mission WOWN T: (207)591-6427 F: (207)772-3427 tnPoOtIsontech.com PLANT IAX PAVEMENT 25 2.3 31P BASE 2.0 6,0 REVISIONS 9iiR► 6.0 (7.01 1�S (1�s) 17L0 (,�.�.0] DATE DESCRIPTION INITIAL 09/29/23 INITIAL SUBMISSION NV TOTAL no PORTILAW C'E>IEW CITE' !XG k4 7d) f IV= nddNAVE PLANT W f^1 BdM A LW— [�4b:J hummAmw TlOOMM S&M N aww rtmxm IF r -Rkf 1Ay mew W Y®. SCALE .�„ SIZE B SHEET: NTS STAj ,CAM SIZE D SHEET: NTS ,� L- i.E-SAG � : FILE NAME:TDS TWINID 0898DA 13