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Home My WebLink AboutTWINID_0898GA_04_REV1-compressed DFN NAME : TWINID 0898GA 04 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID M ± g - - - � loot' . 441 16 •4t•r I ` IF t• # # I l. c t ca FOE PERMIT LOCATION MAP It DOME -,- Dig Line,Inc. � H00-347.15A5 1 r1E f— TWINID_0898GA_04 — All i4 TWIN FALLS,ID :- �.• _ � MATERIAL DESCRIPTION QTY ACTUAL r o raw # ^ ' + 5 y 0mom— I t 5 CO START PROJECT i -, .• ti 'i 042.57766734, -114.46452501 C12 C16 - - C07 - CO - -- ti r • C13 C17 C18 C19 Co CD ' 9 _ T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com 00 Z ' ~ { ` REVISIONS w DATE DESCRIPTION INITIAL r1 02/17/23 INITIAL SUBMISSION WDD PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C20 08/--- REV NV NEW UNDERGROUND 13,414' SHEETS: C01 -C20 EXISTING UNDERGROUND 0' SHEETS: SCALE SIZE B SHEET: NTS TOTAL FT 13,414' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 2.54 FILE NAME:TDS TWINID 0898GA 04 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_04 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 . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . COI-C20 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 I" 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 02/17/23 INITIAL SUBMISSION WDD . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . ll REV 1 Nv 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 0898GA 04 ® DOLM. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 04 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 M Chris Haskin Director-Network Engineering 608-664-4443 TILSON M CV On a Mission 0 0 Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 InPoOttlsontech.com OJoshuaCamacho Network SpecialistI-OSPEngineering 719-679-2507 OTHER o REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD Brian Thomason Manager-Network Engineering 785-477-8582 08/11/23 REV NV 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 o Todd Naylor NS-1-Route Acquisition 541-797-0539 Q SIZE D SHEET: NTS SHEET BOl OF B03 0 0 7 FILE NAME:TDS TWINID 0898GA 04 ® 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 02/17/23 TWINID 0898GA 04 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. SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - ADDED CANAL LATERALS 38A & 41 08/1 1/23 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. REROUTE TO AVOID CANALS 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 a 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 o2/t7/23 INITIAL SUBMISSION WDD 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 08/11/23 REV 1 NV 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 U PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT SCALE o HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS Q INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS AUGUST 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 0898GA 04 SYMBOLS KEY ® DMunM., EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONOUITSCHEDULE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT z z z R(3) DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT U/e U/e DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—— —— —— DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —0IL 0IL DIRECTIONAL BORE CONDUIT —DB —DD— S" DIRECTIONAL BORE 1 1.2S' DIRECTIONAL BORE MULTIPLE CONDUIT —DH DB— DB(2)L25"101RECTIONALBORE 2 1.25' TWINID 0898GA 04 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE IF DROP FIBER DB DB(3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID - - �nB� EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER —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 ggG B8G WATER MANHOLE(WMH) O C12 TERMINAL C12 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ CAPPED CONDUIT SEWER VALVE(SV) ® M TIE-IN/CONDUIT COUPLER T I L S O N SEWER MANHOLE(SMH) M N On a Mission 0 N o STORM DRAIN MANHOLE DMH , T: (207)591-6427 F: (207)772-3427 ( ) EXISTING COMM LINE InPoOttlaontech.com z CATCH BASIN(CB) ® EXISTING GAS LINE ,O REVISIONS 0 CULVERT(CUL) EXISTING POWER LINE , DATE DESCRIPTION INITIAL GAS MANHOLE GMH © ' 08/11/23 INITIAL SUBMISSIONI SIGN woo ( ) EXISTING STORM DRAIN LINE oanln3 REV 1 NV GAS VALVE(GV) ®® EXISTING SEWER LINE , - GAS METER(GM) 45, EXISTING WATER LINE / _ U UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE o UNKNOWN HANDHOLE(UHH) TI SIZE B SHEET: NITS TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898GA 04 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 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_0898GA_04 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 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 IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER I ? O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE AwlTRAFFIC 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 I. u f� Spa M/a MAI ` I.I_I Lu — �s Nm e M".✓.IFn —is ci. ci .,nn 1 FM �ln lnlw OW ?a w x U W W . G R/W -- R/W R/W R/W R/ PREPARED FOR: A 0+00 EXISTING 400 AXS TIER 8 HH AT L:719' 042.57766734,-1 14.46452501 DB(1)1.25" IF PLANNED STRUCTURE T I L S O N (SEE DFN:TWINID_0898GA_01) IS NOT YET INSTALLED, CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#7000-028 T:(207(591-6427 F:(207)772-3427 y GR/GB:Y/ISO:N info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV # SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C01 OF C20 1 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 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_0898GA_04 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 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 n IRRIGATION LINE IL ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE \ Q TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE COMM HA HYDRANT .f ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE 0 UTILITY POLE \ " ® CATCH BASIN CULVERT II * 90 �� I nlnawrn d u� M/8 M/8 {U�� uw, n..,,u,.,, R/W R/W R Lu W W W LI..I \ - - - e M".y,IFn Q W _ W Q m,,,lnrynn Mtn In1w }'� � W W x = W DBIUD DB DBE � e I�� DB A n C GP G R/ QQ W /W R/W R/W A 7+19 PLACE NEW 14"0X24"AXS 400 TIER 8 HH AT PREPARED FOR: 042.57770091,-114.46719292 P ACCESS POINT ID:#7000-029 �� 4- ISO:N \ \ \ ETILSON ?� T:(207(591-6427 F:(207)772-3427 info@filsonfech.com If �1 REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV h. ---- ---- ---- 4\ I SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD CO2 OF C20 1 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 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_0898GA_04 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 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 IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE E Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER 7 O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT i nl P.6y..1 a M/a - ' s/a 0 — M/a Q —i U � _ � _ - _ - _ - W W W w Lu Lu Lu r e M"•y,IFn W ppm „ ..�.". O A 10+19 O a 3 , AL U R/W * R/:4 R/W — DB U 1 R/W ` A 10+31 PLACE NEW R/W I e * a Q 14"OX24"AXS 400 LT DUTY HH AT R/ Q C 042.57767801,-114.46830802 G - LATERAL 41 I I ACCESS POINT ID:7000-030 ` _ I GR/GB:N/ISO: PREPARED FOR: s o � REV 1- ° 7.5'UTILITY EASEMENT L:156' ADDED LATERAL 41 TWIN FALLS COUNTY DB(1)1 25" SHIFTED HH 526 DOC#:709648 I ETILSON ti I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com �+. I REVISIONS A DATE DESCRIPTION INITIAL 878 I 3 I LATERAL 41 02/17/23 INITIAL SUBMISSION WDD w w � 08/11/23 REV 1 NV II SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD CO3 OF C20 1 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_0898GA_04 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 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 MATCH TO SHEET #CO3 W WATER MAIN 11 SEWER E — SD STORM DRAIN — _ A 15+28 3/n I —E POWER LINE IRRIGATION LINE A 15+ E] ELECTRIC HANDHOLE IRRIGATION ACCESS 3/n _ 3/n ELECTRIC METER Q ELECTRIC VAULT L:336' 864 A 1 1+86/A 13+28 PLACE NEW ® m ELECTRIC CABINET 866 867 865 DB 1 1.25" ELECTRIC MANHOLE _ ( ) � 14"�X24"AXS 400 LT DUTY HH AT A 16+63 PLACE NEW 042.57725084,-114.46831256 LIGHT POLE 0 TRANSFORMER 5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7000-031 N © O$ SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY L: 65' 042.57723296,-1 14.46953621 GR/GB:N/ISO:N . ® SEWER VALVE ® GAS VALVE 2 DOC.#:709648 DB O 1 1 25rr ACCESS POINT ID:7000-032 N 7.5'UTILITY EASEMENT I J GR/GB:N/ISO:N TWIN FALLS COUNTY m C ❑7S TRAFFIC SIGNAL �G GAS METER w DOC#:709648 L:71' REV 1 -ADDED LA lr © COMM MANHOLE ® WATER VALVE TERAL 41 DB(1)1.00" ADDED HH © COMM HANDHOLE HYDRANT H-- ^ ® COMM PEDESTAL WATER METER 7.5'UTILITY EASEMENT O DRAINAGE MANHOLE 0 UTILITY POLE A 12+57 PLACE NEW TWIN FALLS COUNTY 14'OX24"AXS 400 LT DUTY HH AT DOC#:709648 I ® CATCH BASIN CULVERT 7.5'UTILITY EASEMENT 042.57705664,-114.46831350 TWIN FALLS COUNTY ACCESS POINT ID:7000-031.1 5'UTILITY EASEMENT 3 DOC#:709648 �1� GR/GB:Y/ISO:N TWIN FALLS COUNTY 856 DOC#:709648 I Lf) _ Ti 0. 4r.11 N 1 nMdd� L:132' L DB(1)1.25" LATERAL �. ryw Soh r �B 1+32 PLACE NEW o, w 14"OX24"AXS 400 TIER 8 HH AT 5'UTILITY EASEMENT w 042.57686894,-114.46953366 TWIN FALLS COUNTY Nm w ACCESS POINT ID:#7000-033.1 DOC#:709648 GR/GB:Y/ISO:NLn M"•K1rr, M Hwn•. � m„ Y I Nxrn Nn i x 6Mnn nw PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD I C04 OF C20 1 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_0898GA_04 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 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 MATCH TO SHEET #C20 W WATER MAIN 11 SEWER _ SD STORM DRAIN —E POWER LINE I IRRIGATION LINE — 3 ELECTRIC HANDHOLE � IRRIGATION ACCESS 00 LATERAL 38B A T17194�1 ELECTRIC METER Q ELECTRIC VAULT ELECTRIC MANHOLE [I] ELECTRIC CABINET WATER TANK LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER 3 © COMM MANHOLE ® WATER VALVE I © COMM HANDHOLE HYDRANT .Z1 3 COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE 0 ® CATCH BASIN CULVERT - - > o w ADDED LATERAL 38B AXS 400 LT DUTY HH AT w — A 19+28 PLACE NEW I I J , w 14"OX24" a p REMOVED CONDUIT 042.57687380,-1 14.47002296 Nam 27 ACCESS POINT ID:7000-033 D (f� GR/GB:Y/ISO:N O O L:511 DB(1)1.25" = a U �I ; _ I U w„.. Q I Q 1 3 I PREPARED FOR: OO ETILSON T:(207(591-6427 F:(207)772-3427 `< info@filsonfech.CoM REVISIONS T DATE I DESCRIPTION INITIAL 430 I I 02/17/23 INITIAL SUBMISSION WDD 440 � 08/11/23 REV 1 NV 442 I ---- ---- ---- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C05 OF C20 1 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 641OeC1I 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_0898GA_04 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,SPLITTER 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 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 MATCH TO SHEET #C05 W WATER MAIN 11 SEWER SD STORM DRAIN jig E POWER LINE IRRIGATION LINE —U/E L:234, LATERAL 38B E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT \ I ® ELECTRIC MANHOLE m ELECTRIC CABINET A 27+22 PLACE NEW LIGHT POLE 0 TRANSFORMER U/E 14"OJX24"AXS 400 LT DUTY HH AT � 042.5761 1 160,-1 14.47125917 OS SEWER MANHOLE © GAS MANHOLE 1 ® SEWER VALVE ® GAS VALVE L:181' ACCESS POINT ID:7000-036 _ A 29+03 PLACE NEW I IU UTILITY EASEMENT DB(1)1.00" GR/GB:Y/ISO:N � I ] TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY c I DC COMM MANHOLE ® WATER VALVE 042.57612334,-1 14.47193017;p COMMANDHOLE HYDRANT DOC#:676656 m - ACCESS POINT ID:7000-037 ] � GR/GB:N/ISO:N 31 I ® COMM PEDESTAL `l WATER METER 5'UTILITY EASEMENT 30'UTILITY EASEMENT 14"OX24"AXS A 24+38 PLACE NEW O DRAINAGE MANHOLE �)UTILITY POLE REV 1 - TWIN FALLS COUNTY TWIN FALLS COUNTY 042..5 58 4134114477 54953 00 LT DUTY i AT ® �� DOC#:676656 DOC#:676656 457 L.198' CATCH BASIN CULVERT ADDED LATERAL 38B I 3/n DB(1)1.00" DB 1 1 00" ACCESS POINT ID:7000-034( ) GR/GB:N/ISO:N u _ A 22+98 R „ R/W O A 25+23 PLACE NEW �j/? 14"OJX24"AXS 400 LT DUTY HH AT i.up—s„m,.,,I U 042.57585610,-114.47086603 ACCESS POINT ID:7000-035 GR/GB:N/ISO:N m ^+�dP S a 10'UTILITY EASEMENT W R/W - Lu U/E TWIN FALLS COUNTYLu - w DOC#:676656 ,�Iz ti �'• 5'UTILITY EASEMENT (f� TWIN FALLS COUNTY "' 5'UTILITY EASEMENT y DOC#:676656 O TWIN FALLS COUNTY 3 } B DOC#:676656 10'UTILITY EASEMENT r TWIN FALLS COUNTY 3/ 3/fl 3 3 x y 1 U 5'UTILITY EASEMENT 1 ..."e,. L E 0+74 PLACE NEW TWIN FALLS COUNTY 773 � Oil 1--- 14"OX24"AXS 400 LT DUTY HH AT DOC#:676656 * j Q 544631,-114.4718979 r- 10'UTILITY EASEMENT- F 1+6 --IL ACCESS 1 S POINT ID:7000-038-8. L:74'. TWIN FALLS COUNTY GR/GB:Y/ISO:N DB(1)1.25" DOC#:676656 L:500' \ 7.5'UTILITY EASEMENT Q PREPARED FOR: c I m TWIN FALLS COUNTY Wn R/W DOC#:676656 F 3+28 \ OPTITAP:15/85 w m 7.5'UTILITY EASEMENT U/ w - - SEMENT TWIN FALLS COUNTY 5'UTILITY EASEMENT m 5'UTILITY EA\ \ TWIN FALLS COUNTY ETILSON 494 TWIN FALLS COUNTY DOC#:676656 I DOC#:676656 DOC#:676656 3 � L:413' T:(207(591-6427 F:(207)772-3427 \ E 0+00 PLACE NEW info@tilsontech.com \ 14"S2SX24"AXS 4 25 I LT DUTY HH AT _ \\ 042.5754106969,-114.47162691 I F 4+13 PLACE NEW REVISIONS ACCESS POINT ID:7000-038-8 14"OX24"AXS 400 LT DUTY HH AT 3 \GR/GB:N c INITIAL /ISO:N L:100' F 0+97 042.57522499,-114.47067970 02 DATE ATE DESCRIPTION INITIAL SUBMISSION WDD PLACE NEW OPTITAP:40/60 ACCESS POINT ID:7000-038-9 08/1 1/23 REV 1 NV TWIN FALLS COUNTY 14"OJX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT GR/GB:Y/ISO:N - 042.57519122,-1 14.47166046 DOC#:676656 -c ACCESS POINT ID:7000-038-7 \ 3 GR/GB:N/ISO:N OPTITAP:15/85 m SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C06 OF C20 1 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_0898GA_04 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 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 MATCH TO SHEET #C08 W WATER MAIN 11 SEWER 15'UTILITY EASEMENT TWIN —SD 'TOR DRAIN REV 1- —E POWER LINE ADDED LATERAL 38B FALLS COUNTY DOC#:676656 IRRIGATION LINE ELECTRIC HANDHOLE IRRIGATION ACCESS L:249' ELECTRIC METER Q ELECTRIC VAULT M 6+24 PLACE NEW DB(1)1.00" ® ELECTRIC MANHOLE m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT 042.57601608,-114.47391423 i A 31+36 PLACE NEW _ LIGHT POLE 0 TRANSFORMER ACCESS POINT ID:7000-047-17.1 14'OX24"AXS 400 LT DUTY HH AT O SEWER MANHOLE © GAS MANHOLE GR/GB:Y/ISO:N 042.57612604,-1 14.47279812 ® SEWER VALVE ® GAS VALVE ACCESS POINT ID:7000-038 TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N 10'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE L:100' TWIN FALLS COUNTY © COMM HANDHOLE HYDRANT DOC#:676656 ® COMM PEDESTAL WATER METER 7.5'UTILITY EASEMENT 3 QD DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY PLACE NEW ® CATCH BASIN CULVERT DOC#:728952 14"OX24"AXS 400 LT DUTY HH AT • ' 042.57587444,-114.47280005 OPTITAP:10/90 356 I ACCESS POINT ID:7000-038-1 GR/GB:N/ISO:N ni r,nw r LATERAL 38B 7.5'UTILITY EASEMENT w to a N 0+00 PLACE NEW TWIN FALLS COUNTY 0 I O U 14"OX24"AXS 400 LT DUTY HH AT DOC#:728952 M 4+44 PLACE NEW 042.57565079,-1 14.47485059 L:150' 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7000-047-19 DB(1)1 25" 042.57560471,-114.47380215 $ GR/GB:Y/ISO:N ACCESS POINT ID:7000-047-17 i z� w GR/GB:N/ISO:N w Lu OPTITAP:TERMINATING L:200' L:200' I c W Z USE— — 413 ci, UA LO M 3+60 5'UTILITY EASEMENT r L:75' OPTITAP:30/70 U/E TWIN FALLS COUNTY DB(1)1.25" DOC#:676656 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT M 4+74 OPTITAP:30/70 TW UTILITY EASEMENT U TWIN FALLS COUNTY U r.M".. � L 10'UTILITY EASEMENT 7.5'UTILITY EASEMENT 042.57564745,-114.47446205 L:30' DOC#:728952 " r TWIN FALLS COUNTY ACCESS POINT ID:7000-047-18 OPTITAP:10/90 . TWIN FALLS COUNTY DB(1)125" C< ISO:DOC#:713001 DOC#:728952 GR/GB:N/ N c PLACE NEW CQC A j G I m 14"OX24"AXS 400 LT DUTY HH AT G 042.57552813,-114.47280226 ACCESS POINT ID:7000-038-2 PREPARED FOR: 51 \ GR/GB:N/ISO:N ' u+ 200 ETILSON � T:(207(591-6427 F:(207)772-3427 \ Jr info@filsonfech.com \ / 10'UTILITY EASEMENT REVISIONS PLACE NEW TWIN FALLS COUNTY DATE DESCRIPTION INITIAL 4fl- .31L 14"OX24"AXS 400 LT DUTY HH AT DOC#:728952 042.57515746,-114.47280621 02/17/23 INITIAL SUBMISSION WDD -,RAW _ ACCESS POINT ID:7000-038-3 � � 40 08/11/23 REV 1 NV GR/GB:N/ISO:N e RAW\ c OPTITAP: I0//90 SCALE R/w SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C07 OF C20 1 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_0898GA_04 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 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 MATCH TO S_ HEET #C09 W WATER MAIN 11 SEWER SD STORM DRAIN f\TI —E POWER LINE 10'UTILITY EASEMENT 863 RRIGATION LINE TWIN FALLS COUNTY 864 _ ELECTRIC HANDHOLE IRRIGATION ACCESS DOC#:728952 ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET 2 = T LIGHT POLE 0 TRANSFORMER 7.5'UTILITY EASEMENT F m O SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY A46+94 ® SEWER VALVE ® GAS VALVE DOC#:728952 m i ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE F 15'UTILITY EASEMENT © COMM HANDHOLE HYDRANT ' TWIN FALLS COUNTY ® COMM PEDESTAL `p WATER METER 3 _ DOC#:014011 m i O DRAINAGE MANHOLE l-L�UTILITY POLE MONROE WAY 855 ® CATCH BASIN CULVERT M A 33+86 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57680334,-1 14.47284553 m ACCESS POINT ID:7000-039 ..,.. A 47+36 PLACE NEW GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT 0 042.57697973,-1 14.47445563 L ACCESS POINT ID:7000-044 I 0 U GR/GB:N/ISO:N I 340 I c. w 10'UTILITY EASEMENT w W TWIN FALLS COUNTY W_ = 324 I ') DOC#:728952 I L:276' J (� DB(1)1.00" O o 832 D(1)1.25" c U A 50+12 PLACE NEW 831 L 14"OX24"AXS 400 LT DUTY HH AT r 042.57649273,-1 14.47482163 < ACCESS POINT ID:7000-045 I _ Q 1 GR/GB:N/ISO:N G A - PREPARED FOR: UTILITY EASEMENT I ETILSON TWIN FALLS COUNTY :+t� 825 TWIN DOC#:728952 I ; 15'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 10'UTILITY EASEMENT TWIN FALLS COUNTY info@tllsontech.com w TWIN FALLS COUNTY _ DOC#:014011 REVISIONS DOC#:728952 I DATE DESCRIPTION INITIAL .— I m 02/17/231 INITIAL SUBMISSION WDD 08/11/231 REV 1 NV L.. A 31+73 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER Fl WDD C08 OF C20 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 6.AOeC1I 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_0898GA_04 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 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 IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER REV 1 - QS SEWER MANHOLE © GAS MANHOLE ADDED LATERAL 41 ® SEWER VALVE ® GAS VALVE REDESIGN A 38+24/C 0+00 /U 0+00 PLACE NEW ❑TS TRAFFIC SIGNAL GAS METER 14'OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE L:641' 042.57800473,-1 14.47281038 © COMM HANDHOLE HYDRANT DB(1)1.25" ACCESS POINT ID:7000-041 ® /1 GR/GB:N/ISO:N COMM PEDESTAL `lrJ' WATER METER —MIN M/a— DB(1)1525" OD DRAINAGE MANHOLE C-0)UTILITY POLE A 42+55-_ M a - ® CATCH BASIN CULVERT DB DB L:82' DB(2)1.25" Ti w w O U w w " w w U wW.. Th L:68' .n°P L:177' DB(1)1.25" DB(1)1.25" owip I— W R/ w ----w W Lu R/ — — _ — — W Lu ties O 5 UTILITY I U/ R/W m,,,„v..R. REV 1- EASEMENT C 3+27 PLACE NEW I A 37+42/C 0+82 ADDED LATERAL 41 I TWIN FALLS 14"0X24"AXS 400 LT DUTY HH AT C 1+50 PLACE NEW 1 NT COUNTY 042.57779598,-114.47371970 14"OX24"AX REDESIGN10'UTILITY EASEME ACCESS POINT ID:7000-041.1 LATERAL 41 15'UTILITY EASEMENT TWIN FALLS COUNTY OOC#:019844 m 042.57778215,-114.47306120 U I GR/GB:N/ISO:N ACCESS POINT ID:7000-041.2 TWIN FALLS COUNTY r ."M".• DOC#:728952 ` F I II GR/GB:N/ISO:N DOC#:019844 P A 45+14/G 0+00 PLACE NEW 378 I 92 Q G 14"0X24"AXS 400 LT DUTY HH AT 76 042.57745754,-1 14.47461560 I 5'UTILITY EASEMENT PREPARED FOR: ACCESS POINT ID:7000-043 REV 1 - TWIN FALLS COUNTY c GR/GB:Y/ISO:N w 15'UTILITY \ ADDED LATERAL 41 I 390 DOC#:019844 m 15'UTILITY EASEMENT TWIN FALLS COUNTY 340 EASEMENT TWIN FAL REDESIGN I DOC#:014011 LS �® � COUNTY \ U/1 DOC#:019844 - — ql L161 ' ETILSON DB(1)1.25" U E d 65'UTILITY EASEMENT TWIN FALLS COUNTY T:)207)591-6427 F:(207)772-3427 -- I info@}ilsoniech.com c DOC#:019844 A 35+g1 PLACE NEW 1 m + 7.5'UTILITY EASEMENT L:48' 3/n 144OX24"AXS 400 LT DUTY HH AT REVISIONS TWIN FALLS COUNTY DB(1)1.25" -A 44+65/A 45+61 042.57733749'I-114.47281060 DATE DESCRIPTION INITIAL DOC#:728952 DB(1)1.00" I ACCESS POINT ID:7000-040 02/17/23 INITIAL SUBMISSION WDD GR/GB:Y/ISO:N — 08/11/23 REV 1 NV 10'UTILITY EASEMENT L:175' TWIN FALLS COUNTY DB(1)1.00" lie- 8637 SCALE DOC#:728952 339 ,�,�, SIZE BSHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C09 OF C20 1 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 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_0898GA_04 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 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 MATCH TO SHEET #C 14 -W WATER MAIN 11 SEWER SD STORM DRAIN 861 —E POWER LINE _ IRRIGATION LINE 260 L:90' E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS �17 DB(1)1.00" 3 ELECTRIC METER Q ELECTRIC VAULT ELECTRIC MANHOLE ® m ELECTRIC CABINET L J � 15'UTILITY EASEMENT J 1+69 PLACE NEW LIGHT POLE 0 TRANSFORMER TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:005646 042.57706324,-1 14.47613381 OS SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:7000-047-3 ® SEWER VALVE ® GAS VALVE 15'UTILITY EASEMENT 251 I GR/GB:N/ISO:N TWIN FALLS COUNTY J 1+27 PLACE NEW . ❑TS TRAFFIC SIGNAL � GAS METER DOC#:894434 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.57694897,-114.47613601 I © COMM HANDHOLE HYDRANT ACCESS POINT ID:7000-047-2 — GR/GB:N/ISO:N L:42' COMM PEDESTAL Q WATER METER DB(1)1" 10'UTILITY EASEMENT O DRAINAGE MANHOLE 0 UTILITY POLE FTWIN FALLS COUNTY ® CATCH BASIN CULVERT DOC#:728952 209 249 J 0+68 PLACE NEW I II41 14"OJX24"AXS 400 LT DUTY HH AT r-I 042.57678540,-1 14.47613841 Q� 00 �{ ACCESS POINT ID:7000-047-1 o U A 56+69 PLACE NEW GR/GB:N/ISO:N I w 4 V r , r i.up."`.,'u 14"OX24"AXS 400 TIER 8 HH AT ✓+ 042.57665617,-114.47704035 245 = L:47 H 1+58 PLACE NEW ACCESS POINT ID:#7000-048 I 14"OJX24"AXS 400 LT DUTY HH AT w GR/GB:N/ISO:N I DB(1)1.00" 042.57669047,-114.47547627 w L:16T ACCESS POINT ID:7000-046.1 w DB(1)1.25" ISO:N 328 I W Nm L:244' DB(1)1.25" 7.5'UTILITY EASEMENT (f) C1. TWIN FALLS COUNTY L:34' Q DOC#:728952 DB(1)1.25" O d m,,,„v".•�' 4 DB a x 4 U/E L:21' 3/ lun n 7.5'UTILITY EASEMENT TWIN FALLS COUNTY Q L:179' A 52+26 DOC#:728952 A 54+04 PLACE NEW DB(1)1.25" I 14"S7UX24"AXS 400 LT DUTY HH AT j 3 —DB(2)1.25" 042.57660014,-1 14.47614068 - t p PREPARED FOR: ACCESS POINT ID:7000-047 GR/GB:Y/ISO:N I m 81 3/n 820 A 51+89 A 51+02 PLACE NEW T I L S O N 'UTILITY EASEMENT 82 L:200' 14"OJX24"AXS 400 LT DUTY HH AT IN FALLS COUNTY 042.57649411,-114.47515490 T:(207(591-6427 F:(207)772-3427 DOC#:666071 PLACE NEW ACCESS POINT ID:7000-046 info@tllsontech.com 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:N REVISIONS TWIN FALLS COUNTY OPTITAP:TERMINATING— 042.57630228,-114.47710212 UTILITY EASEMENT DATE DESCRIPTION INITIAL T ACCESS POINT ID:7000-049-10 K 0+00 PLACE NEW DOC#:728952 I 02/17/23 INITIAL SUBMISSION WDD GR/GB:N/ISO:N 14"OJX24"AXS 400 LT DUTY HH AT 08/1 1/23 REV 1 NV 4 042.57622513,-114.47614488 812 ACCESS POINT ID:7000-047-8 L:117' GR/GB:Y/ISO:N ' DB(1)1.00" --- - SCALE OPTITAP:10/90 SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C10 OF C20 1 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 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_0898GA_04 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 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 MATCH TO SHEET #C 15 -W WATER MAIN 11 SEWER SD STORM DRAIN —E POWER LINE IRRIGATION LINE i E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT 3/fl P 1+35 PLACE NEW ® ELECTRIC MANHOLE m ELECTRIC CABINET 14"QX24"AXS 400 LT DUTY HH AT 042.57704629,-1 14.47764916 LIGHT POLE 0 TRANSFORMER ACCESS POINTID:7000-049.1 OS SEWER MANHOLE © GAS MANHOLE 20'UTILITY EASEMENT 7 GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE w TWIN FALLS COUNTY TRAFFIC SIGNAL GAS METER L:223' DOC#1998010084 DB(1)1.25" © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `p WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT C 15'UTILITY EASEMENT m 15'UTILITY EASEMENT \ TWIN FALLS COUNTY I 201 TWIN FALLS COUNTY DOC#:1998010084 8 ., T\,i DOC#:1998010084 A 58+36 PLACE NEW L:135' O A 63+80 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT I DB(1)1.00" T--I I,upF `-u. " 14"OJX24"AXS 400 LT DUTY HH AT A 60+84 PLACE NEW 042.57668985,-1 14.47967237 14"QX24"AXS 400 LT DUTY HH AT 042 ACCESS PO T ID:7 00-049 U-1.� ACCESS POINT ID:7000-051 ACCESS POINT ID:7000-049 * 042.57668188,-114.47857304 Lo 15'UTILITY EASEMENT GR/GB:Y/ISO:N rdJa GR/GB:Y/ISO:N ACCESS POINT ID:7000-050 L GR/GB:Y/ISO:N TWIN FALLS COUNTY A 59+36 L:100' r - � DOC#:1998010084 DB(2)1.25" W L:148' L:300' W 3 DB(1)1.25" a cii cie M".✓.IF r � n h.. A 64+02 x g 15'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:844167 15'UTILITY EASEMENT L � TWIN FALLS COUNTY r e A a L:113 7.5'UTILITY EASEMENT DOC#:844167 R/W R Q j ( ) TWIN FALLS COUNTY /W DB 1 1.25" DOC#:844167 A 64+93 PLACE NEW L:203' PREPARED FOR: 14"QX24"AXS 400 TIER 8 HH AT DB(1)1'25 L:140' 1 3 ' 042.57639741,-114.47972967 40 I DB(1)1.25" ACCESS POINT ID:#7000-052 S 2+03 PLACE NEW GR/GB:N/ISO:N 14"QX24"AXS 400 TIER 8 HH AT 042.57620475,-1 14.47871861 ACCESS POINT ID:#7000-050.1 T I L S O N GR/GB:N/ISO:N 184 10'UTILITY EASEMENT I TWIN FALLS COUNTY S 2+47 PLACE NEW Q 2+40 PLACE NEW I � T:(207(591-6427 F:(207)772-3427 3 L:198' DOC#:844167 14"OJX24"AXS 400 TIER 8 HH AT 14"QX24"AXS 400 LT DUTY HH AT ( info@tllsontech.com \ 042.57629632,-1 14.47802900 1 A DB(1)1.25" I C REVISIONS 042.57620567,-114.47888294 \ ACCESS POINT ID:#7000-050.2 ACCESS POINT ID:7000-049-1 GR/GB:Y/ISO:N GR/GB:Y/ISO:N rn DATE DESCRIPTION NITIAL L.44 L:18 7.5'UTILITY EASEMENT OPTITAP:10/90 02/17/23 INITIAL SUBMISSION WDD L.16 DB(1)1.25 DB(1)1 TWIN FALLS COUNTY I 08/11/23 REV 1 NV DOC#:666071 L:100' _ ' I SCALE V 1 SIZE B SHEET:1"=50' , MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C1 1 OF C20 1 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_0898GA_04 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 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 MATCH TO SHEET #C 11 -W WATER MAIN 11 SEWER 3 SD STORM DRAIN 805 \ —E POWER LINE K IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET �- 3/n M/a R/W �f OPTITAP:10/90 PLACE NEW LIGHT POLE 0 TRANSFORMER U E ( — $ O G GAS MANHOLE w U/E O SEWER MANHOLE O 14"OX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® GAS VALVE 042.57607464,-1 14.47803460 \ ?� C � I ❑n TRAFFIC SIGNAL � GAS METER \ \ ACCESS POINT ID:7000-049-2 GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE 7 4 \ I ©L:200 COMM HANDHOLE HYDRANT ® COMM PEDESTAL `§N WATER METER 79 O DRAINAGE MANHOLE 0 UTILITY POLE A 66+92 PLACE NEW I I ® CULVERT CATCH BASIN 14"OJX24"AXS 400 LT DUTY HH AT \ 042.57585368,-114.47971284 A 78+74 PLACE NEW ACCESS POINT ID:7000-053 14"OJX24"AXS 400 LT DUTY HH AT 7.5'UTILITY EASEMENT GR/GB:N/ISO:N I 042.57583144,-114.47859434 1 _ TWIN FALLS COUNTY „..... ACCESS POINT ID:7000-059 I DOC#:666071 GR/GB:Y/ISO:CIO N z I I I �ro" m I I I 779 5'UTILITY EASEMENT m w Z � - TWIN FALLS COUNTY 3 Q DOC#:725015 W L:159' L: � Nam PLACE NEW 159' 14"OJX24"AXS 400 LT DUTY HH AT 60 DB(1)1.25" DB(1)1.25" OPTITAP:10/90 —ACCE564011,O POINT ID- 000-0 9-3 ACCESS POINT ID7000-049-3 GR/GB:N/ISO:N* 5'UTILITY EASEMENT l TWIN FALLS COUNTY I 77 Y DOC#:725015 L:100' 1 y Q *P I !! c w I PLACE NEW I A 68+51 PLACE NEW \ A c\ 14"(dX24"AXS 400 LT DUTY HH AT T PREPARED FOR: 14"�dX24"AXS 400 LT DUTY HH AT 042.57541236,-1 14.47804360 c A 77+15 PLACE NEW 042.57541755,-114.47972062 \ i' ACCESS POINT ID:7000-049-4 ' m ACCESS POINT ID:7000-054 14"(dX24"AXS 400 LT DUTY HH AT A 47860023 GR/GB:N/ISO:N 042.57539497,-1 14. GR/GB:N/ISO:N I c \ ACCESS POINT ID:7000-058 OPTITAP:10/90 m m GR/GB:N/ISO:N 3 I 755 76 i ETILSON 3 I T:(207(591-6427 F:(207)772-3427 \ ` info@filsonfech.com 1 REVISIONS L.165 o L:200'- DATE I DESCRIPTION INITIAL DB(1)1.25" I I 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV w A SCALE T SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER Fli WDD C12 OF C20 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 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_0898GA_04 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 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 MATCH TO SHEET #C 12 -W WATER MAIN 11 SEWER —SD STORM DRAIN m I ` —E POWER LINE .m IRRIGATION LINE A 70+16 PLACE NEW 3 L:161 75 I ELECTRIC HANDHOLE IRRIGATION ACCESS 14"S2SX24"AXS 400 LT DUTY HH AT 53 DB(1)1.25" m m ELECTRIC METER Q ELECTRIC VAULT 042.57496448,-1 14.47972772 I 749 I ® ELECTRIC MANHOLE m ELECTRIC CABINET ACCESS POINT ID:7000-055 OPTITAP:10/90 LIGHT POLE 0 TRANSFORMER GR/GB:N/ISO:N A 75+54 PLACE NEW 7.5'UTILITY EASEMENT R 0+00 PLACE NEW OS SEWER MANHOLE © GAS MANHOLE 14"90X2.5 AXS 24,-1 DUTY 60 1 TWIN FALLS COUNTY SEWER VALVE GAS VALVE 042.57495324,-1 14.47860618 T 14"St0X24"AXS 400 LT DUTY HH AT r ACCESS POINT ID:7000-057 DOC#:666071 I 042.57498051,-114.47804972 TRAFFIC SIGNAL GAS METER GR/GB:N/IS N ACCESS POINT ID:7000-049-5 GR/GB:Y/ISO:N © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT 5'UTILITY EASEMENT L:500' ® COMM PEDESTAL `§N WATER METER TWIN FALLS COUNTY DOC#:725015 OD DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT LJ L:149' DB(1)1.25" 5'UTILITY EASEM L:439' ENT ., 3 A 74+75 3 DB(1)1.25" TWIN FALLS COUNTY I °� R 1+00 \ Ti DOC#:725015 I r l L:390' / / A 71+65 PLACE NEW I 14"OX24"AXS 400 LT DUTY HH AT 042.57455651,-114.47970167 �I S,a ACCESS POINT ID:7000-056 GR/GB:Y/ISO:N Lu Lu A 73+23 W = " RAW RAW AL A m 15'UTILITY EASEMENT U � 3 'TWIN FALLS COUNTY \ 194 Q b N DOC#:725015 168 172 5'UTILITY EASEMENT 158 184 x TWIN FALLS COUNTY 180 DOC#:725015 - PREPARED FOR: . / E .�R W / - I � TILSON _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com i REVISIONS ~ DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD a M/21 _ } 08/11/23 REV 1 NV k \ \ , r SCALE M SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C13 OF C20 1 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 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_0898GA_04 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 HA 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 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 IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER LATERAL 41 O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE REVI- ADDED LATERAL 41 Q TRAFFIC SIGNAL GAS METER REDESIGN © COMM MANHOLE ® WATER VALVE —MIN— �MIN ply) HYDRANT • , MIN MIN MIN ® COMM PEDESTAL ^ WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT w „8... W w Lf) L:192 w— T-4 DB(1)1.25" W — o ,"ow, n u U W a V $k w w +°" W MIN MIN / W R W Nm 3/fl T 11+33 PLACE O 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT = O .....„ 042.57784122,-114.47701889 TWIN FALLS COUNTY LATERAL 41 x 4 ACCESS POINT ID:7000-051-2.1 DOC#:005646 GR/GB:N/ISO:N REV 1 - \ / U I J 3+49 PLACE NEV ADDED LATERAL 41 U • "M ` ED CONDUIT 14"OX24"AXS 400 LT DUTY HH AT REMOV I I 318 * j 042.57755769,-1 14.47612725 Q C ACCESS POINT ID:7000-047-4.1 -- - G GR/GB:N/ISO:N G 1+39 PLACE NEW U/E - \ 14"OX24"AXS 400 LT DUTY HH AT `{ 042.57746423,-114.47513021 PREPARED FOR: ACCESS POINT ID:7000-043.1 3/n GR/GB:Y/ISO:N 10'UTILITY EASEMENT � h TWIN FALLS COUNTY - DOC#:728952 U/E J 2+59 PLACE NEW ETILSON 246 14"OX24"AXS 400 LT DUTY HH AT w L:90 U/E — 042.57731 105,-1 14.47613047 pg(1)1�. T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:7000-047-4 nfo@}ilsoniech.com 15'UTILITY EASEMENT GR/GB:N/ISO:N 7.5 UTILITY EASEMENT REVISIONS TWIN FALLS COUNTY TWIN FALLS COUNTY DATE DESCRIPTION INITIAL DOC#:894434 I DOC#:728952 02/17/23 INITIAL SUBMISSION WDD L:139' 08/11/23 REV 1 NV DB(1)1.00" m I 15'UTILITY EASEMENT ____ ---- TWIN FALLS COUNTY DOC#:005646 AI SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C14 OF C20 1 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 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_0898GA_04 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 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 IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER d4 O$ SEWER MANHOLE © GAS MANHOLE M ® SEWER VALVE ® GAS VALVE SD M ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER - O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT W _ W W _ W W W I . W W W W awr W T 9+62 / T 4+29 u T 3 3�n 95 sv 1. 3/n � � W + Ue M".✓.IFn DBOD.25" 14"OX24"AXS 400 LT DUTY HH AT O m,, �`"'I"•w ` a „„v Z 042.57781441,-114.47763983 x _ ' 15'UTILITY EASEMENT ACCESS POINT ID:7000-051-2 f Q TWIN FALLS COUNTY 20'UTILITY EASEMENT GR/GB:Y/ISO:N A DOC#:1998010084 TWIN FALLS COUNTY c U 1 3 c DOC#:1998010084 15 UTILITY EASEMENT m TWIN FALLS COUNTY_r. REV 1- DOC#:1998010084 " ADDED CONDUIT � " I PREPARED FOR: 202 3 30'UTILITY EASEMENT o ggg TWIN FALLS COUNTY � DOC#:1998010084 * ETILSON T:(207(591-6427 F:(207)772-3427 I 25'UTILITY EASEMENT info@filsonfech.com I T 2+35 TWIN FALLS COUNTY DOC#:1998010084 REVISIONS T 2+23 F,HCE NEW w DATE DESCRIPTION INITIAL 14"�dX24"AXS 400 LT DUTY HH AT 02/17/23 INITIAL SUBMISSION WDD m 042.57729364,-114.47966960 - 08/11/23 REV 1 NV ACCESS POINT ID:7000-051.1 ISO:N U * ____ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C15 OF C20 1 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 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_0898GA_04 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 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 MATCH TO SHEET #C10 W WATER MAIN 11 SEWER _ SD STORM DRAIN —E— POWER LINE m L IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS •.� ELECTRIC METER O ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET 7.5'UTILITY EASEMENT LIGHT POLE 0 TRANSFORMER TWIN FALLS COUNTY DOC#:666071 L:300 793 O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 7.5'UTILITY EASEMENT TWIN FALLS COUNTY L:200' 1 K 1+17 PLACE NEW TRAFFIC SIGNAL GAS METER DOC#:666071 10 UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE PLACE NEW TWIN FALLS COUNTY 042.57590357,-114.47614816 © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT DOC#:666071 ACCESS POINT ID:7000-047-9 042.57586343,-1 14.47710815 GR/GB:N/ISO:N ® COMM PEDESTAL lip WATER METER _ ACCESS POINT ID:7000-049-9 OD DRAINAGE MANHOLE )UTILITY POLE GR/GB:N/ISO:N ® CATCH BASIN CULVERT w OPTITAP:30/70 AL m ni r,nw r N 0+75 PLACE NEW 26 Ti (V L:83' 14"OX24"AXS 400 LT DUTY HH AT Ilk, DB(1)1.00" 042.57565316,-114.47512893 + 0 U 7.5'UTILITY EASEMENT ACCESS POINT ID:7000-047-19.1 1 U i"up."`"u IT: 100' OPTITAP:10/90 TWIN FALLS COUNTY GR/GB:Y/ISO:N 790 3 � DOC#:728952 a' 78 K 2+00 PLACE NEW °� "' S4ti 14"OX24"AXS 400 LT DUTY HH AT Lu 042.57567555,-114.47615013 Lu w ACCESS POINT ID:7000-047-10 w GR/GB:Y/ISO:NLn PLACE NEW O OPTITAP:15/85 14"OX24"AXS 400 LT DUTY HH AT L 042.57564402,-1 14.4771 1 108 r ACCESS POINT ID:7000-049-8 r j GR/GB:N/ISO:N 10'UTILITY EASEMENT TWIN FALLS COUNTY ""Mh• U m DOC#:713001 I U CQ L:200' C< 76 PREPARED FOR: 3 . 764 PLACE NEW OPTITAP:10/90 T I L 5 0 N 14"OX24"AXS 400 LT DUTY HH AT a 10'UTILITY EASEMENT 042.5752POIN ID:70 0-049-8 TWIN FALLS COUNTY PLACE NEW T:(207 info@t427 F:(207)772-3427 lop ACCESS POINT ID:7000-049-7 DOC#:666071 14"OX24"AXS 400 LT DUTY HH AT nfo@}ilsoniech.com \ GR/GB:N/ISO:N 042.57534643,-1 14.47615143 REVISIONS ACCESS POINT ID:7000-047-11 DATE DESCRIPTION INITIAL GR/GB:N/ISO:N 02/17/23 INITIAL SUBMISSION WDD OPTITAP:15/85 m L:200' 08/11/23 REV 1 NV SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 17 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C16 OF C20 1 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 6.AOeC1I 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_0898GA_04 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 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 MATCH TO SHEET #C 1 -W WATER MAIN SEWER SD STORM DRAIN 10'UTILITY EASEMENT —E POWER LINE L: 1 00' 750 RRIGATION LINE TWIN FALLS COUNTY � � ELECTRIC HANDHOLE � IRRIGATION ACCESS 50 DOC#:666071 10'UTILITY EASEMENT 757 ELECTRIC METER Q ELECTRIC VAULT TWIN FALLS COUNTY - ELECTRIC MANHOLE m ELECTRIC CABINET R 4+39 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT DOC#:713001 OPTITAP:10/90 042.57498582,-1 14.47712101 LIGHT POLE TRANSFORMER L:2OO' O$ SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:7000-049-6 OPTITAP:10/90 L:300' L 0+82 y GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE 2 CABLES PLACE NEW _ _ ❑7S Ir TRAFFIC SIGNAL �G GAS METER 14"�X24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE L 1+�1 042.57490821,-114.47615598 R1 3 © COMMHANDHOLE HYDRANT ACCESS POINT ID:7000-047-12 L 0+00 PLACE NEW L:1S8' ® COMM PEDESTAL Q WATER METER 71 b GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT 'DB(1)1.25" jlp� OPTITAP:10/90 I 042.57495637,-1 14.47551800 OD DRAINAGE MANHOLE �)UTILITY POLE ACCESS POINT ID:7000-047-13 ® CATCH BASIN ��CULVERT GR/GB:Y/ISO:N — I 10'UTILITY EASEMENT 81 TWIN FALLS COUNTY RIF DOC#:713001 I L 1+58 PLACE NEW 3+51 14"OX24"AXS 400 LT DUTY HH AT M/a M/a ACCESS POINT ID:000 047-14 00 Ti GR/GB:Y/ISO:N � U U W W LU WJill F� — I i e M o• IFn O RA I / O = I R/W U � RAW \ 9 Q 198 210 214 226 Q PREPARED FOR: 1 ' ETILSON 1 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL F 02/17/23 INITIAL SUBMISSION WDD J I 08/11/23 REV 1 NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER F. , WDD C17 OF C20 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN &4411 1► 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_0898GA_04 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 HANDHOLEIDLE BORE �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 11 SEWER \ 48 - SD STORM DRAIN —E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS / ELECTRIC METER Q ELECTRIC VAULT ELECTRIC MANHOLE m ELECTRIC CABINET 742- 7.5'UTILITY EASEMENT laJ 03 LIGHT POLE 0 TRANSFORMER TWIN FALLS COUNTY L:200' M 0+00 PLACE NEW DOC#:728952 = OS SEWER MANHOLE © GAS MANHOLE T UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT T UTILITY EASEMENT `b ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY 042.57489894,-1 14.47418889 D 0+00/V 0+00 PLACE NEW TWIN FALLS COUNTY DOC#:713001 ACCESS POINT ID:7000-047-16 L'444 �� 14"GX24"AXS 400 LT DUTY HH AT DOC#:676656 Q TRAFFIC SIGNAL GAS METER GR/GB:Y/ISO:N UB(1)1.25" �\ L.158 C 042.57486458,-114.47280080 COMM MANHOLE WATER VALVE O _038-4 OPTITAP ACCESS POINT ID:7000 :15/85 DB(1)1.00' © COMM HANDHOLE HYDRANT — GR/GB:Y/ISO:N L.200, � ® COMM PEDESTAL Q WATER METER \ 3/n OPTITAP:15/85 Op DRAINAGE MANHOLE 0 UTILITY POLE OPTITAP:10/90 L.200 —M�+ 3 U/E D / ® CATCH BASIN CULVERT L 100' PLACE NEW L:500' / 738 14"OX24"AXS 400 LT DUTY HH AT L'161 LATERAL 38B 042.57490420,-114.47463650 I / D 1+61 PLACE NEW DB(1)1.0V' ACCESS POINT ID:7000-047-15 14"OX24"AXS 400 LT DUTY HH AT 734 GR/GB:N/ISO:N 042.57487762,-114.47339921 ACCESS POINT ID:7000-038-4.1 m Ql _ GR/GB:Y/ISO:N 389 10'UTILITY EASEMENT U 323 TWIN FALLS COUNTY U �' 3 734 10'UTILITY EASEMENT F DOC#:676656 TWIN FALLS COUNTY 40� } #:713001 � REV 1- pu � ADDED CHANGED TO DB Q R W + R/ R/W I Q p PREPARED FOR: i ETILSON I \ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com I REVISIONS DATE I DESCRIPTION INITIAL I 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV J 7 SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C18 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C OD _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN �"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 a.DB a.DB a. 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 a.DB a. 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 F. LLL —SD STORM DRAIN (= — POWER LINE 755 —E IRRIGATION LINE 404 10'UTILITY EASEMENT F\Tl E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS TWIN FALLS COUNTY 756 W ELECTRIC METER Q ELECTRIC VAULT \ DOC#:676656 4 753 \ ELECTRIC MANHOLE m ELECTRIC CABINET m 7.5'UTILITY EASEMENT r^ TWIN FALLS COUFNTY I LIGHT POLE TRANSFORMER L:200' w DOC#:676656 \ O$ SEWER MANHOLE © GAS MANHOLE 7.5'UTILITY EASEMENT - ® SEWER VALVE ® GAS VALVE V 1+58 PLACE NEW TWIN FALLS COUNTY ❑n TRAFFIC SIGNAL GAS METER 7.5'UTILITY EASEMENT TWIN FALLS COUNTY 14"9�X24"AXS 400 LT DUTY HH AT DOC#:676656 740 © COMM MANHOLE ® WATER VALVE DOC#:676656 042.57486457,-1 14.47221278 ❑ ^ ACCESS POINT ID:7000-038-5 C COMM HANDHOLE HYDRANT L:200' 741 ® COMM PEDESTAL l�l WATER METER GR/GB:N/ISO:N Op DRAINAGE MANHOLE 0 UTILITY POLE PLACE NEW 739 ® CATCH BASIN CULVERT af 14!'OX24"AXS 400 LT DUTY HH AT 042.57481323, 3/D 3/fl /D ACCESS POINT ID:000 038450 OPTITAP: 10/90 L:200' OPTITAP:10/90' \_, GR/GB:N/ISO:N 2 CABLES � .•�.. PLACE NEW OPTITAP:TERMINATING m 00 14!'OX24"AXS 400 LT DUTY HH AT 042.57486147,-1 14.47161532 w ACCESS POINT ID:7000-038-6 10'UTILITY EASEMENT m U GR/GB:N/ISO:N IN FALLS COUNTY - �II.� 419 431 5'UTILITY EASEMENT ,y DOC#:676656 TWIN FALLS COUNTY - w DOC#:676656 495 34 REV 1- 5'UTILITY EASEMENT \ -- W CHANGED TO DB TWIN FALLS COUNTY 457 5'UTILITY EASEMENT 3 w DOC#:676656 TWIN FALLS COUNTY 1. - DOC#:676656 - (f) —- I -A...- IU/Ej Fl----*—� 3/fl O Q M/2f M/8— M/21 M/a M/21 I PREPARED FOR: 3 � ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDID 08/11/23 REV 1 NV a SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C19 OF C20 1 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 6.AOeC1I 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_0898GA_04 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 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 _ IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER O SEWER MANHOLE © GAS MANHOLE REV 1- ® SEWER VALVE ® GAS VALVE ADDED LATERAL 41 &38B ADDED CONDUIT Q TRAFFIC SIGNAL GAS METER LATERAL38B © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL `l WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE U 4+19 ® CATCH BASIN CULVERT MAI —— M/ na - Q1 M W W. W e J W W nh� q a1 W W e M"•y,IFn R1W R — — — /W R/W T LATERAL 41 Q U 5+01 PLACE NEW Q P J n,.• 14"OJX24"AXS 400 LT DUTY HH AT 042.57775450,-1 14.47125600 ACCESS POINT ID:7000-041-1 859 a PREPARED FOR: GR/GB:N/ISO:N I ETILSON 1 REV 1 - T:(207(591-6427 F:(207)772-3427 ADDED LATERAL 38B 3 info@tllsontech.com REMOVED CONDUIT 1 REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD y 08/11/23 REV 1 NV 450 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C20 OF C20 1 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 04 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 rI I I—II 12"MIN.BELOW PROPOSED AXS =I I la I I—I I r-I I la I—I I�I I I—I I—I I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMIIM.1II IElIMlIIL REFER TO TFSD-306 it _ _ _ Ij1--.. I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I11-1I 1111=_l1 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 I1�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 -1 I I—III—I 11=1 I I—�I 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 IIITI I I I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--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—1�1 1�I—1I�1 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 II1=111�II=1 I�n I=III-1 1�_ v -2 -2 REFER O I�—III—III—II-1I1�1I—II�I11 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 I1�I I—I I1=I I I—I I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—II II III I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fI-11I1-1-1I1-1 02/17/23 INITIAL SUBMISSION WDD II—III—IIh ALIGNMENT STATION(FT) 25 4"BORE HEAD. 08/11/23 REV NV —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 FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (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 0898GA 04 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898GA 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL JJ 1� ++ +++ T+ ++ ++ �O T ++4 F++i 060.00 i DETAIL A SCALE 1 : 1 TILSON On a Mission T- (207)591-6427 R (207)772-3427 - InfoOtIsontech.com TM oawvIIIr.+t;AND nE COPYRIGHT DRAWN:A Du Tort oeaMinp Ho ThIER£JP IS THE PROPPOMOf lVAA ATJD _ M4A-AXS-400R-ASSY-TDS REVISIONS A11AY NOT Be COPM WHOLLY OR•1 - DATE DESCRIPTION INITIAL PART.AtJO THE CC*r&M-HEREOF MAY CHECKED: D"^''g-,T'e NOT bE D(SCLOSED TO At1Y TH;RD 02/1 /23 INITIAL SUBMISSION W M4A-AXS-40OR-A$$Y-TDS 08/11/23 REV 1 NV PARTIES WTHOL.,WS?rr-Et1 COt68it- DATE: 14/10/20ZO IWW8+OLFS4AF91CA SCALE(A3): 1:6 - — 2o15r360106/07 -- — EVERfTE FACTORY PROMS,t-EEVELBERG SCALE ROAD(RS501.KLIPRIVER 1871 PO 80X 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL.GAUTEtIG _'" SIZE D SHEET: NTS '5-+27 11 OW 7023 MAlL nfo*FYuo cozy SHEET D02 O F D 16 FILE NAME:TDS TWINID 0898GA 04 AXS 400 H H DETAIL DIGl1M_ Dig Line,Inc. 811 or 800-342-158S TOP VIEW T ` TWINID 0898GA 04 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A � A O O 450.00 RIGHT VIEW: BOB m - ILSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com TM oQw11NMG AND TF1E COPVROGW DRAWN: A Du Tort TMeDeof 6Tfl000PPER Y OF MaA AtM M4A-AXS-40OR-ASSY REVISIONS �4G5 38 MAT 141117 W N1HOUT OQ 114 DATE DESCRIPTION INITIAL PAIiT.A1AD"CO"m-7P1W"1NAY CHECKED: D.ew+q rat. 02/17/23 INITIAL SUBMISSION WDD /JOT 6E 06CLOSM TO Al.^r TMM M4A-A -4 -A�Y 08/11/23 REV 1 NV PApAWI tl ES wrar>s: e�s co.a . DATE: 17/08/2020 ---- ---- ---- MAN1101.8</1:RICA SCALE(A3): 1:6 -- 201512WI06M7 -- -- EVEWE FACTORY PIRSASAZ.MEIGEIbEQG SCALE ROAD IRSM,%.[LONWER 1871 SIZE B SHEET: NTS PO BOX 672 KLOR1VEIR 1871 MOVAAL,GAU'8.G SIZE D SHEET: NTS ta'27 11 900 7=1 OUR PRODUCTS BUILD NETWORKS SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898GA 04 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898GA 04 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 21.89 A I If -11 20.79 19.69 20.79 , T I L S O N MQ On a Mission T: (207)591-6427 F: (207)772-3427 =..99 TM DRAMIIIIIIiGA1+D THE COPYR10t DRAWN: A Du Torf °iO�"ANO" InPoOttlsontech.com T►StEOf IS TIV PROPPERTY Of MaA At+D M4A-AXS-500R-ASSY MAY NOT,BE C0PQ5D WMpILY OR IN REVISIONS PART.A14D THE Care rS THWe0f MAT CHECK®: Drawing Tale- DATE DESCRIPTION INITIAL NOT 6E DISCLOSED TO ANY"W 500R An CHAMBER REV001 02/17/23 INITIAL SUBMISSION WDD PAP1BWfTHCUT"rTHJCONSEW DATE: 12/08/2020 08/11/23 REV NV -A SCALE(A3).1.7 SECTION A A 201s13d0106/07 - — EVEfiITE fACtORY PR9WSS.FIe[XISERG (b 21.89 — ROAD(RSSO).KLFRIVER 1871 SCALE PO5Ox 672 KUPRIVER 1571 SIZE B SHEET: NTS IWDVAAA-GALF-54G �J _ -U:+27 11 903 7023 NETWORKS SIZE D SHEET: NTS MOML 911100"Wa MW SHEET D04 OF D16 FILE NAME:TDS TWINID 0898GA 04 Dig Line,Inc. 811 . 1100-342-15115 TWINID 0898GA •. TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL MEMO ' 11 + • • . - __ III r aEnnnll oili 1� � n ■nnl 1��1 _ �_ __ . 7 • �� Ins —mmmm III I oil 11016 Irl■�n��i�■■11 ilssil `mil 10II11 li v low IIL MEM■ON MAII, 0-11110, go .� :. ,: t On A x: a �► �i /w/ =pt GV wo _ • SHEET .• • FILE NAME:TDS • •... •. D1G"CHARLES 101 - 8"XT PEDESTAL ® : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I �l r 1 I I INSIDE I ,1� I s •'• • PADLOCK INSIDE •.• HASP I 16.0 0 ?I 5 I - 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV SCALE SIZE B SHEET: NTS ,Iit IK 00 SIZE DSHEET: NTS • A 0 1 H CI 1 1 - 1 1 O OOINP 1+1 SHEET D06 OF D16 K..iur im �0U 1.ie:W.4it�N�(r1K�17r1/11M�eh 1¢.0 It/ 779 Y.11-IIlow I Mar I j1 I FILE NAME:TDS TWINID 0898GA 04 CHARLES 104 - 12"X1 1 " PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 12 . 00 n TWINID 0898GA 04 INS I D[E TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 11 . 25 INSIDE I 1 LOCK I N" HAS - - - 1 T 1 1 22 . 00 38. 08 1 i 47 1 I 10 . 00 1 0 TILSON On a Mission o T- (207)591-6427 F- (207)772-3427 InPoOtIsontech.com Z O o I REVISIONS w DATE DESCRIPTION INITIAL 1 02/17/23 INITIAL SUBMISSION WDD I 08/11/23 REV 1 NV SCALE 150 - - 1 21 . 31 - - 0 1 0 I SCALE v 0I SIZE B SHEET: NTS I ` S11[ W 4 SIZE D SHEET: NTS oo 0 1 �u 8 1 0 THC�'1�1� � — I 10 0 0�I P SHEET D07 OF D16 �F++I�p M�� 1• M1 w 11r�iNRru � 1?f 1 NMN 1•I I MV 9M •! I 3 - FILE NAME:TDS_TWINID_0898GA_04 TFSD-301 TYPICAL TRENCH ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 04 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL KIM CA WT C Pa.i1 0& wwj UNIM MOM PM W2104�-�.� � .r - - - ONPAt I. h E, -- FATi1L aRACX 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 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 WWACTMl3 WNK-31W REVISIONS SURFACE REPAIR MW BAW311EIR DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 3.d• L � � `� 08/11/23 REV 1 NV SCALE ST LL SIZE B SHEET: NTS OF TYPICAL N L SIZE D SHEET: NTS h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898GA 04 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 T W I N I D_0898GA_04 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 02/17/23 INITIAL SUBMISSION woo PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 08/11/23 REV i NV ---- "WWI WVU rAfC A# FR10N vcwmtm 04U PATH. CRI $(A. SANW7M (M C3T'Y OF T1YW FALLS REIASKIkS SECTION 3D7). -- -- -- BIZ 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 0898GA 04 SD-304 GRAVEL ACCESS ROAD 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 L I M W r TWINID 0898GA 04 ��♦ ♦♦ •v •v•• �� TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL D V ' p TYPE 1 N T.S. a ` •. r .0 D r J TYPE 2 MTS C1 1 D jt e NOTES: TYPE 3 O C Or ORA%,U ACCM ROAD W►Y VMY v T PLANS FW LOCADOA O powm 2x C1RCWr 0M ou Pow rwts LEGEND c v ftuofty P00%m ME ACCm VIM WAJ K AT LEAST 20' Nl. 0 O NATJ11AL GRIMM T I L S O N rpM.tr U*.MsM OOR,Ia% sncrm 20 PIKE e' OF 3/4' WVWS CRUSKD AGC�ECATE DD OMM p1GES 9141L HAW A yMWY CCWhCTW TO M DRY aMTv On a Mission k 1 rM 3L01't WN 41 lLdF't Oj CLEAN 1l>P9LL SEE:G7 OM PASTI AE CRASS WATCH E*SIWC T: (207)591-6427 F: (207)772-3427 09CONIuvo m TK RAa scam OF sOIMOr MrA 94A4L K A IWIII f , InfortIsontech.com K OAa %,O WTH 4 1 Mot %apt Q PLACC 10' Or 4• WAA "MN CMA%CL COWACM TO hR NECO WIDe m fl1E FLAN UME or m 00" 0042TY OITCN INALL K wMaiy a a' la0. s RACI r 3�4. ROADRATI pRAvTO REVISIONS SK LO&W AOXCUTE BASE C LIMfi[ O DATE DESCRIPTION INITIAL A EfV��a*A(�DAANAOE F 1G Ulm Pam WC Lr"E 02/17/23 INITIAL SUBMISSION WDD 1,cp a.,rcTM•rz•lcol.ltD � O Q FI/ICj 0' a 6 fin ftfRW QAA11Q COIeACTm /0 •:t 08/11/23 REV NV 0� OO1151T7' - 0410 STANDARDS GRAVEL ACCESS STANDARD DRAWNG -- - F0 PUBM c I s ROAD NO SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898GA 04 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 G• TWINID 0898GA 04 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- f , --.—_` __ T: (207)591-6427 F: h.co 772-3427 . i EXIMM _ LIML � I {1.�_ r 'tlgi ICI��'I tnPoOtilsontech.com mow 'll�_',C SAUA&# � � Q�cATbCREVISIONS - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- 02/17/23 INITIAL SUBMISSION WDD tj _ ., 08/11/23 REV 1 NV UUn'K1f4M$3 I '3W1!(RgQ7'4W UM VAT Or RERAW UN C GRDJ _ F POTHOLES !WE CREATER THM � [ Y�3T W00T�1N Ar gh 4EATWAL ArM A 7 �IIIE F�DF SE IPRCTfD PEA J14Q BElO� c 3r W W)MZ'[ VAL 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 0898GA 04 SD-307 BORING AND JACKING DETAILS . �- Dig Line,Inc. 811 or 800-342-158S TWINID 0898GA 04 D / TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • • e Z'J r: 2.- D SKID DETAIL LEGEND QI �= oil TT) "t Oco"It 1R Plot 0 84 CvW CAR RFIYIIOOO slap OR COIIIdvxv y ►A•RICATED CA3M MSMLATOn 4C4011W Inc CM APPROM SI44TITV"M 1 IS GRIP PIPE 2 SPACERS POI SIKK I8'-20' CAMBI>f Pat 3 SPACM to snack A O 5i=w STEEL CAWNG 7/w w1 .ALL T!•pc4 s %m / CIAAEW1 2'0WA7EA TNAN CAAMP PIP[ BELL O wrsrE PIPE BELL 2 • O Y v cow suftzss s/m STROW94C e 0 C WN A WN Of TAO :TRAPS KftM PM[ JM?t A�. AP*SAAR SPACE /Li1D MTN SAAO. 0140UT, 2/r CPAVQ OR 01WR IAARRIAL AS 411,00110wo By 1w 3 or01ED. NOTES: . A ,� 9woSia.W � �o %#AX DIE WMCo T I L 5 0 N us ousa Ts P" . � awwMcs FOR APPAL BT THE E%(-VW POOR 70 CWSIRI.ICT101� On a Mission O %mwT A tA10T'TEN pfy vrAo'1 or TK IIETN00 T: (207)591-6427 F: (207)772-3427 SECTION A—A a PROADPoC PI•E swPt7AT. ACHCADANT a lnroocnAOAt�n.�«A I, T TON 1t LK NO 01A0E AVONW41M OT CAR1111 POE TLOATAT , AIO M04 0< 444" SPACE REVISIONS KTMQM CASING PVC AM CA~ PWL ALL FOR nC APMOYAL BT TIK 0"WEA P" TO DATE DESCRIPTION INITIAL etSTALLI.G va POE 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV IDAHO STANDARDS BORING AND JACKING STANOARO DIRATIIM'IG SCALE FOR PU13UC CONSTRUCIM S 11,40 DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898GA 04 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) T W I N I D_0898GA_04 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. 02/17/23 INITIAL SUBMISSION woo © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 08/11/23 REV I NV H 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 OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898GA 04 TFSD-802 TYPICAL RURAL STREET SECTION 0D1G" : Dig Line,Inc. 811 or 800-342-1585 pop I 1" 1FKHTS TWINID 0898GA 04 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 PAVEYENT 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 . "DCWT`#dl ;a_ IN LWJA.1'U#OT 111 E-�F,1 [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 On a Mission 1� -_low _ ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 *"VALE . . InfoOtnsontech.00m f�_� _5rS" :_ �.m -- . ' 31 yd�J REVISIONS AW-V U DATE DESCRIPTION INITIAL . 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 16 P J ll C3 l 1�5ffit WW— -- SCALE ft oft SIZE B SHEET: NTS QTY TYHGLALmUmAL �TANQ,RD NAWN4 SIZE D SHEET: NTS W-14 TIT SECS TF C — SHEET D14 OF D16 FILE NAME:TDS TWINID 0898GA 04 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 0898GA 04 pfatr Iwvq TWIN FALLS,ID ME I-EMM GRAB ALLY OR NEW ALLY MATERIAL DESCRIPTION QTY ACTUAL I : .lwm amm 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 :, Iw Opp rrmmoR a rot momm amKoaml TILSON .. _ .. .._ _.. .. - _. On a Mission T- (207)591-6427 F- (207)772-3427 N GIT� tnPoOtilsontech.00m . A� � W.f' � REVISIONS ,p1 �'�4-4-9049% DATE DESCRIPTION INITIAL N I � —ON— PWY!W' ` 02/17/23 INITIAL SUBMISSION WDD �Y�y,*� 08/11/23 REV 1 NV �1 -0�e •T ice! ..... I w ICN S-+.l2etlkf paxy!T.._p l'3 ,or SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898GA 04 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 FOR FIRE ACCESS ROAD SU TFSO-305 TWINID 0898GA 04 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I _W I mi :mmw 4 mawrn I_ . ql :: '" OVSASMAW 10"AN114 APPROMM BY ILL ACENCt �I N Fg@+ LA OET11EEN 7N AMU 37GJI ._ i . _ r a ZP00AC f VMT CM L#TACT Om OA-K-W CMLMAT �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 31G BASE 2.0 6,0 REVISIONS 9iiR► 6.0 (7.01 ��S (l� ) 1T� (,�.�.a� DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD TOTAL I"} no no 08/11/23 REV 1 NV PGRTILAW CEMEW OYNMMI !XG k4 7A) f w= nddNATE PLANT W P^WBd f1 A LW- [��J +L 4ms THPOM s&M N aSIPaM4 rtmxm IF r -+us 1AgPl ew W LW& - SCALE .�„ SIZE B SHEET: NTS j ,CAMSTAD SIZE D SHEET: NTS `I] w FALL$ L— -E— G — 5 SHEET D16 OF D16 FILE NAME:TDS TWINID 0898GA 04