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HomeMy WebLinkAboutTWINID_0898GA_04_REV0-compressed DFN NAME : TWINID 0898GA 04 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID — 41 ,,� � ._ I . � +. VIC -0y IN Lo 7 D ♦1 ■ Dig Lino.Inc. - 800 14, IMF Ar TWIN FALLS,ID • • . * ■ • QTY ACTUAL L I - I' 'jilt ♦ r � ' I �� ! - 1tr Ir All TILSON r r r _ _ { _ a 1 ■� J • .. 'Ark On a Mission PERMIT ■ JURISDICTION • NEW• UNDERGROUND ■ ■ • EXISTING ■ GOUND OF FILE NAME:TDS TWINID 0.98 �. ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. F1il 7r HUi i 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 . ..................... ............................................................................................................................ . COl-C19 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 1" PEDESTAL . ..................... ............................................................................................................................ . D08 TFSD-301 TYPICAL TRENCH . ..................... ............................................................................................................................ . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . ..................... ............................................................................................................................ . D10 SD-304 GRAVEL ACCESS ROAD . ..................... ............................................................................................................................ . D1 1 TFSD-306 UTILITY TRENCH . ..................... ............................................................................................................................ . D12 SD-307 BORING AND JACKING DETAILS . ..................... ............................................................................................................................ . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . ..................... ............................................................................................................................ . D14 TFSD-802 TYPICAL RURAL STREET SECTION . ..................... ..................................................... D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . ..................... ............................................................................................................................ . Q D16 TFSD-805 STANDARD CUL-DE-SAC . ..................... ............................................................................................................................ . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . ..................... ............................................................................................................................ . CD CD E02 TRAFFIC CONTROL PLANS LOCATION MAP . ..................... ............................................................................................................................ . T: (207) 591-6427F: (207) 772-3427 E03 TRAFFIC CONTROL PLAN infoOtilsontech.com 0 E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS 0 . ..................... ............................................................................................................................ . DATE DESCRIPTION INITIAL w o E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 02/17/23 INITIAL SUBMISSION WDD J . ..................... ............................................................................................................................ . -- E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ---- ---- ---- . ..................... ............................................................................................................................ . E07 HALF-ROAD CLOSURE MULTI-LANE > . ..................... ............................................................................................................................ . ) E08 WORK ON PARKING LANE �I . ..................... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS SIZE D SHEET: NTS Co SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898GA_04 It DIGUnE CONTACT SHEET ag Line,Inc. 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 DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 ' Stacie Woodworth Director-New Market Development 608-664-5226 Q Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N c') On a Mission N o Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 v tnPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 a OTHER REVISIONS 0 Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL w 02/17/23 INITIAL SUBMISSION WDD Brian Thomason Manager-Network Engineering 785-477-8582 7 Bob Perkins Director-New Market Implementation 218-568-2112 N Jim Scibelli Manager-Field Services 208-996-2755 0 UI Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE vI SIZE B SHEET: NTS �I Todd Naylor NS-1-Route Acquisition 541-797-0539 Q � SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898GA 04 ® DIOUM GENERAL NOTES ag Line,Inc. H htjo •.? 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.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED Q 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE 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 cl) 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission o 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 Z AFTER POURED. p ASPHALT: REVISIONS 0 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 02/17/23 INITIALSUBMISSION WDID O MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN - - THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH - - 3 WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT - - LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 0 300&800'S STANDARD DETAILS. UI 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT 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 0 AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SIZE D SHEET: NITS co co SHEET B02 OF B03 0 Z FILE NAME:TDS TWINID 0898GA 04 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C c ag Line,Inc.AERIAL CABLE A A CONOUITSCHEDULE EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT RB(3) 1 DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E U/E 1 DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS c c— CORE BORE C—————— 1' DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —0IL OIL DIRECTIONAL BORE CONDUIT —Da— �Im 12S" DIRECTIONAL BORE 1 1.2S' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25" DIRECTIONAL BORE 2 1.25' TWINID 0898GA 04 EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —SD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD — EXISTING UNDERGROUND WATER —V`� W CENTERLINE C/L —C/L RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) m — — — — — ELECO VAULT(VLT) O PROPERTY LINE FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) Q SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER STORM DRAIN MANHOLE(DMH) T I L S O N EXISTING COMM LINE , On a Mission CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 v EXISTING GAS LINE , InfoOtasontech.com O CULVERT(CUL) / \ EXISTING POWER LINE REVISIONS o GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE 02/17/23 INITIAL SUBMISSION WIDE)GAS VALVE(GV) ® o EXISTING SEWER LINE , GAS METER(GM) lJ - - EXISTING WATER LINE , o UNKNOWN MANHOLE(UMH) O U �i UNKNOWN HANDHOLE(UHH) n SCALE o SIZE B SHEET: NITS Q UTILITY POLE(UP) �O SIZE D SHEET: NITS co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898GA 04 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�sl 71► ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINEr A ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER t © COMM MANHOLE ® WATER VALVE _ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT �1 U W —-R/W- R/W H, Lu W W W i U W i • rrr� d � I R/W/W A 0+00 — R/W R/W PREPARED FOR: EXISTING 400 AXS Tier 8 AT R/ 042.57766734,-114.46452501 IF PLANNED STRUCTURE ?L: 19' (SEE DFN:TWINID_0898GA_01) DB(1)1.25" IS NOT YET INSTALLED, CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#7000-028 T I L S O N GR/GB:Y/ISO:N I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL i 02/17/23 INITIAL SUBMISSION WDD ti SCALE 1 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD COl OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE [( O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT 90 � E U R/W - R/W - U w w r w 2 w 0-w- O i w- w ; w U U r I 1 DB DB I--- CQ DB Q G R L:396' R/W DB(1)1.25" A 7+19 PLACE NEW 14"0X24"AXS 400 TIER 8 HH AT I PREPARED FOR: 042.57770091,-114.46719292 ACCESS POINT ID:#7000-029 GR/GB:N/ISO:N ETILSON ?� T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD CO2 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET 1 ® ELECTRIC MANHOLE lUl TRANSFORMER + LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE r ❑n 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 • N .;_ ter. _ r w W 2 R/W R/W R/W A 10+19 DB Ul _ R/W a I PREPARED FOR: _ 7.5'UTILITY EASEMENT A 11+15 PLACE NEW TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:709648 042.57744572,-1 14.46831 163 T I L S O N ACCESS POINT ID:7000-030 GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 :0 info@filsonfech.com REVISIONS "tom=' DB(1)1.25" A DATE DESCRIPTION INITIAL �f I 878 w w ::E 02/17/23 INITIAL SUBMISSION WDD 874 ---- ---- ---- SCALE I SIZE B SHEET:1"=50' MATCH TO SHEET #C4 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD CO3 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C3 GAS LINE W WATER MAIN SEWER E —SD STORM DRAIN E POWER LINE g _ A 15+28 I --- A 15+16 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 1 L:336' 864 3/fl I I 3/fl _ I ELECTRIC METER m ELECTRIC CABINET 866 67 865 DB(1)1 25" I A 11+87/A 13+27 (E) ELECTRIC MANHOLE �y lUl TRANSFORMER A 16+63 PLACE NEW LIGHT POLE 5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT L:70, 7.5'UTILITY EASEMENT _ O$ SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY DB 042.57723296,-114.46953621 1 (/ )2 1.25" TWIN FALLS COUNTY N L:265' � ® SEWER VALVE ® GAS VALVE DOC#:709648 ACCESS POINT ID:7000-032 H- 7.5'UTILITY EASEMENT DOC#:709648 J DB(1)1.25" GR/GB:N/ISO:N N TWIN FALLS COUNTY r\i O ❑TS TRAFFIC SIGNAL GAS METER Lu DOC#:709648 J - \ © COMM MANHOLE ® WATER VALVE 3 © COMM HANDHOLE HYDRANT •� ® COMM PEDESTAL Q WATER METER Al2+57PLACENEW \ O DRAINAGE MANHOLE �)UTILITYPOLE \ 14"OX24"AXS 400 LT DUTY HH AT ® CATCH BASIN CULVERT 042.57705664,-114.46831346 7.5'UTILITY EASEMENT ACCESS POINT ID:7000-031 TWIN FALLS COUNTY GR/GB:Y/ISO:N 5'UTILITY EASEMENT 3 DOC#:70964,9 �1� TWIN FALLS COUNTY 85 DOC#:709648 Ln No U U/E L•132' DB(1)1.25' ter. w B 1+32 PLACE NEW = �+ w 14"OX24"AXS 400 TIER 8 HH AT 5'UTILITY EASEMENT 042.57686894,-114.46953366 TWIN FALLS COUNTY ACCESS POINT ID:#7000-033.1 DOC#:709648 U) GR/GB:Y/ISO:Y k PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C04 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. TDB-DBE PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER -R/W- RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER A SD STORM DRAIN -E POWER LINE • 3 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT A 17+93 ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LJ _ 15'UTILITY EASEMENT WATER TANK LIGHT POLE TWIN FALLS COUNTY I O SEWER MANHOLE © GAS MANHOLE DOC#:014011 ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER 3 j © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT �1 ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE it ® CATCH BASIN CULVERT C 2+89 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT f #' 042.57690495,-114.47124919 ACCESS POINT ID:7000-036.1 GR/GB:Y/ISO:Y 00 M U U LJ.J A 19+27/B 0+00 PLACE NEW LLI L.L.I 14"OX24"AXS 400 LT DUTY HH AT W 042.57687380,-1 14.47002296 0 ACCESS POINT ID:7000-033 _ - GR/GB:Y/ISO:Y " O O t r i = L:511' (1 1.25" _ 15'UTILITY EASEMENT TWIN FALLS COUNTY 3 PREPARED FOR: DOC#:014011 �a w ETILSON _ T:(207(591-6427 F:(207)772-3427 `< info@filsonfech.com w I REVISIONS 401 DATE DESCRIPTION INITIAL 430 I 1 I 02/17/23 INITIAL SUBMISSION WDD 4 % ---- ---- ---- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C05 OF C19 0 NOTES: DIGL I NE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C5 GAS LINE W WATER MAIN — SS SEWER SD STORM DRAIN E POWER LINE L:234' L:289 ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.00' U/E DB(1)1'°°" ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE 40 SEWER MANHOLE © GAS MANHOLE A 27+21 /C 0+00 PLACE NEW ® SEWER VALVE ® GAS VALVE L:181 14"OJX24"AXS 400 LT DUTY HH AT I O] TRAFFIC SIGNAL �G GAS METER 10'UTILITY EASEMENT DB(1)1.00" A 29+02 PLACE NEW 042.57611160,-114.47125917 TWIN FALLS COUNTY C I © COMM MANHOLE ® WATER VALVE 14"OJX24"AXS 400 LT DUTY HH AT � ACCESS POINT ID:7000-036 DOC#:676656 TTI ( COMM HANDHOLE 042.57611785,-114.47193141 GR/GB:Y/ISO:Y � HYDRANT ^ ACCESS POINTID:7000-037 I ® COMM PEDESTAL WATER METER GR/GB:N/ISO:N 5'UTILITY EASEMENT 30'UTILITY EASEMENT A 24+38 PLACE NEW O DRAINAGE MANHOLE C-0)UTILITY POLE TWIN FALLS COUNTY TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT CATCH BASIN CULVERT 198 DOC#:676656 457 I ' L:85 042.57585413,-114.47054 DOC 4:676656 L: 953' ACCESS POINT ID:7000-034 A26+29 DB(1)1.00" DB(1)1.00" GR/GB:N/ISO:N A 22+97 A 25+23 PLACE NEW U �j/? 14"OJX24"AXS 400 LT DUTY HH AT .- 042.57585610,-114.47086603 —, ACCESS POINT ID:7000-035 m GR/GB:N/ISO:N 'we 4 U I R/W 10'UTILITY EASEMENT r °' Lu U _ TWIN FALLS COUNTY DOC#:676656 _ (n +''-• 5'UTILITY EASEMENT ••, TWIN FALLS COUNTY _ 5'UTILITY EASEMENT DOC#:676656 "— O TWIN FALLS COUNTY t l DOC#:676656 10'UTILITY EASEMENT 4 TWIN FALLS COUNTY 3/n DOC#:676656cv - U d � � 5'UTILITY EASE E 0+74 PLACE NEW MENT TWIN FALLS COUNTY w 1 • ' � "� � Q 14"OX24"AXS 400 LT DUTY HH AT DOC#:676656 I f 042.57544631,-114.47189798 F 1+60 ACCESS POINT ID:7000-038-8.1 L:74', 10'UTILITY EASEMENT �Y GR/GB:Y/ISO:Y DB(1)1.25 TWIN FALLS COUNTY _7: —c DOC#:676656 Q PREPARED FOR: �J 7.5-UTILITY EASEMENT 3/n R/W TWIN FALLS COUNTY F 3+28 DOC#:676656 'r w m 7.5'UTILITY EASEMENT U ��✓J � I � TWIN FALLS COUNTY ' z �F 5'UTILITY EASEMENT m 5'UTILITY EASEMENT DOC#:676656 TWIN FALLS COUNTY 494 TWIN FALLS COUNTY ETILSON D DOC#:676656 DOC#:676656 L:413' I T:(207(591-6427 F:(207)772-3427 R, E 0+00/F 0+00 PLACE NEW I DB(1)1.25" info@tllsontech.com 14"OJX24"AXS 400 LT DUTY HH AT 042.57541069,-114.47162691 F 4+13 PLACE NEW REVISIONS ACCESS POINT ID:7000-038-8 14"OX24"AXS 400 LT DUTY HH AT 3 DATE DESCRIPTION INITIAL f GR/GB:N/ISO:N i F 0+97 ACCESS POINT ID:7000-038 9 02/17/23 INITIAL SUBMISSION WDD PLACE NEW 10'UTILITY EASEMENT GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.57519122,-114.47166046 DOC#:676656 c1 ACCESS POINT ID:7000-038-7 - SCALE GR/GB:N/ISO:N 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C06 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 8 GAS LINE W WATER MAIN SS SEWER 15'UTILITY EASEMENT TWIN —so STORM DRAIN FALLS COUNTY DOC#:676656 —E POWER LINE 7 L:249' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ' DB(1)1.00" ELECTRIC METER m ELECTRIC CABINET M 6+24 PLACE NEW ® ELECTRIC MANHOLE �y 14"OX24"AXS 400 LT DUTY HH AT lUl TRANSFORMER 042.57601608,-1 14.47391423 A 31+36 PLACE NEW LIGHT POLE ACCESS POINT ID:7000-047-17.1 14"OX24"AXS 400 LT DUTY HH AT I QS SEWER MANHOLE © GAS MANHOLE GR/GB:Y/ISO:Y 042.57612688,-1 14.47279908 ® SEWER VALVE ® GAS VALVE ACCESS POINTID:7000-038 TS TRAFFIC SIGNAL GAS METER _ -r GR/GB:N/ISO:N 10'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY © COMM HANDHOLE HYDRANT DOC#:676656 ® COMM PEDESTAL WATER METER 7.5'UTILITY EASEMENT 3 I OD DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY \ PLACE NEW ® CATCH BASIN CULVERT \ DOC#:728952 14"GX24"AXS 400 LT DUTY HH AT 1 042.57587444,-114.47280005 I 356 I I ACCESS POINT ID:7000-038-1 GR/GB:N/ISO:N I 7.5'UTILITY EASEMENT \ \ 1 �'"� L:75' TWIN FALLS COUNTY U DB(1)1.25" N 0+00 PLACE NEW DOC#:728952 M 4+44 PLACE NEW - { (I 14"OX24"AXS 400 LT DUTY HH AT L:150' 14"OX24"AXS 400 LT DUTY HH AT` Th i�'�"' 042.57565079,-114.47485059 , 042.57560471,-1 14.47380215 1 + 78 ACCESS POINT ID:7000-047-19 ACCESS POINT ID:7000-047-17 w GR/GB:Y/ISO:Y GR/GB:N/ISO:N w C W W /E 413 m = b USE I — _ 3 ME I _ — O �_ M 3+ � I 5'UTILITY EASEMENT 60 0 U/E I TWIN FALLS COUNTY F— 4 DOC#:676656 PLACE NEW 7.5'UTILITY EASEMENT I = L U 14"OJX24"AXS 400 LT DUTY HH AT M 4+74 TWIN FALLS COUNTY U + 1 L 10'UTILITY EASEMENT 7.5'UTILITY EASEMENT 042.57564745,-114.47446205 L:30' DOC#:728952 • ' ��� r TWIN FALLS COUNTY TWIN FALLS COUNTY ACCESS POINT ID:7000-047-18 DB(1)1.25" CQ DOC#:713001 DOC#:728952 GR/GB:N/ISO:N c PLACE NEW G I j - I m 14"OJX24"AXS 400 LT DUTY HH AT 3 1 042.57552813,-114.47280226 I ACCESS POINT ID:7000-038-2 PREPARED FOR: 361 GR/GB:N/ISO:N M� F 1 \ ETILSON / 1 7 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com / 10'UTILITY EASEMENT REVISIONS PLACE NEW I TWIN FALLS COUNTY DATE DESCRIPTION INITIAL d� 14"OJX24"AXS 400 LT DUTY HH AT DOC#:728952 I 02/17/23 INITIAL SUBMISSION WDD 042.57515746,-114.47280621 RAW ACCESS POINT ID:7000-038-3 GR/GB:N/ISO:N " R/pp 1 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 C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C9 GAS LINE W WATER MAIN SEWER SD STORM DRAIN C —E POWER LINE 177 T 863 Y 864 fT ELECTRIC HANDHOLE ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y lUl TRANSFORMER LIGHT POLE 7.5'UTILITY SEWER MANHOLE GAS MANHOLE TWIN FALLSr I a DON FALLS 52 1 m SEWER VALVE GAS VALVE L:350' ❑n TRAFFIC SIGNAL GAS METER DB(1)1.00" © COMM MANHOLE ® WATER VALVE 15'UTILITY EASEMENT © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY ® COMM PEDESTAL l91 WATER METER 3 DOC#:014011 O DRAINAGE MANHOLE C_Q)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 ACCESS POINT ID:7000-039 _ A 45+67 PLACE NEW GR/GB:N/ISO:N 1 4 .5769 AXS 411 LT DUTY 63 AT 0 042.57697973,-1 14.47445563 , ACCESS POINT ID:7000-044 ,' I U GR/GB:N/ISO:N UI - 340 W I �W � W W_ 835 -�-- _ � � w 324 I 10'UTILITY EASEMENT I L:276' - „ (n TWIN FALLS COUNTY DB(1)1.00" r — O DOC#:728952 832 O 7 r 1 U A 48+43 PLACE NEW u 831 I m 14"OX24"AXS 400 LT DUTY H H AT - 042.57649273,-1 14.47482163 Q� 1 CQ ACCESS N/POINT ISO ID:7000-045 e PREPARED FOR: I UTILITY EASEMENT I 82 TWIN ETILSON TWIN FALLS COUNTY DOC#:728952 15'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 10'UTILITY EASEMENT TWIN FALLS COUNTY info@tllsontech.com TWIN FALLS COUNTY I DOC#:014011 REVISIONS DOC#:728952 1 I DATE DESCRIPTION INITIAL �_ 02/17/23 INITIAL SUBMISSION WDD — m A 31+72 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #6 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C08 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE W © COMM HANDHOLE HYDRANT ® COMM PEDESTAL l91 WATER METER m O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT R/W R/w lim U w A 38+05 PLACE NEW A 39+82 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 16 14"OX24"AXS 400 LT DUTY HH AT 042.57776724,-1 14.47306318 ui R/ _ 042.57777819,-114.47372130 ACCESS POINT ID:7000-041 L:69' w A 41+/ ACCESS POINT ID:7000-042 GR/GB:N/ISO:N DB(1)1 25" 94 GR/GB:N/ISO:N �iTz 3 n I DB I w EASEMENT L.177 1 4 DB(1)1.25" A 37+36 PLACE NEW TWIN FALLS 32'UTILITY w 14"OOX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT,,. COUNTY 042.57776296,-114.47280725 TWIN FALLS COUNTY DOC#:019844 5'UTILITY EASEMENT L;311' EASEMENT 15'UTILITY EASEMENT ACCESS POINT ID:7000-040 U I TWIN FALLS COUNTY DB(1)1.25" TWIN FALLS 1 TWIN FALLS COUNTY DOC#:728952 GR/GB:Y/ISO:N DOC#:019844 COUNTY DOC#:019844 � _ DOC#:019844 � I A 43+43/G 0+00 PLACE NEW M 14"OX24"AXS 400 LT DUTY HH AT I ' 042.57745623,-114.47461469 A 42+5 /A 43+93 ACCESS POINT ID:7000-043 5'UTILITY EASEMENT PREPARED FOR: DOC#:019844 GR/GB:Y/ISO:Y w 15'UTILITY \ 390 TWIN FALLS COUNTY 15'UTILITY EASEMENT EASEMENT TWIN FALLS COUNTY L:139' 340 TWIN FALLS \ 3 n Ift3 n I DOC#:014011 DB(1)1.09' COUNTY DOC#:019844 • ETILSON 65'UTILITY EASEMENT TWIN FALLS COUNTY T:(207(591-6427 F:(207)772-3427 C DOC#:019844 info@tilsonfech.com m REVISIONS 7.5'UTILITY EASEMENT L:50' TWIN 728 COUNTY DB(1)1.25"/DB(1)1" I I 3/ 02D/17/23 INITIAL SUBMISATE OSON INITIAL, L:173' <y ---- ---- ---- 10'UTILITY EASEMENT I DB(1)1.00" ---- ---- ---- TWIN FALLS COUNTY DOC#:728952 39 863Ahwt SCALE a SIZE B SHEET:1"=50' MATCH TO SHEET #C8 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C09 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C14 GAS LINE W WATER MAIN SEWER SD STORM DRAIN 861 —E POWER LINE 260 L:90' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT �17 DB(1)1.00" ELECTRIC METER m ELECTRIC CABINET LJ ® ELECTRIC MANHOLE 15'UTILITY EASEMENT J 1+69 PLACE NEW TRANSFORMER LIGHT POLE lUl TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:005646 042.57706324,-1 14.47613381 OS SEWER MANHOLE © GAS MANHOLE 15'UTILITY EASEMENT 251 I GR/GBSN/OISOID:7000-047-3 ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY J 1+27 PLACE NEW ❑TS 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 TWIN FALLS COUNTY ® CATCH BASIN CULVERT DOC#:728952 209 _ � 249 _ I L:60' J 0+68 PLACE NEW DB(1)1" 11 14"OX24"AXS 400 LT DUTY HH AT r-I III 042.57678540,-1 14.47613841 L!Li �� 00 �{ ACCESS POINT ID:7000-047-1 U A 55+00 PLACE NEW GR/GB:N/IS {L 14"OX24"AXS 400 TIER 8 HH AT ��hh 042.57665617,-114.47704035 H 1+58 PLACE NEW " ACCESS POINT L:47 ID:#7000-048 I 14"OX24"AXS 400 LT DUTY HH AT w GR/GB:N/ISO:N DB(1)1.00" 042.57669047,-114.47547627 LI_I L:167' ACCESS POINT ID:7000-046.1 w w DB(1)1.25" L:244' GR/GB:Y/ISO:Y 328 Ln (1) III DB1.25" A 52+56/J 0+21UTILITY EASEMENT I — _ TWIN FALLS COUNTY L:34' I O� r r'�y O T DOC#:728952 DB(1)1.25" 1 L:21' _ - U DB(1)1.25"/DB(1)1" Q 3 7.5'UTILITY EASEMENT TWIN FALLS COUNTY A 50+56/H 1+24 DOC#:728952 Q' L:1 79'_/ j A 52+35/J 0+00 PLACE NEW ^° 'l.25" I19 L:124' 14"OX24"AXS 400 LT DUTY HH AT w 3 042.57660014,-1 14.47614068 �o PREPARED FOR: ACCESS POINT ID:7000-047 GR/GB:Y/ISO:Y m + 819 3/n I 820 A 50+19/H 0+87 A 49+32/H 0+00 PLACE NEW T I L S O N 7.5'UTILITY EASEMENT 82 14"OX24"AXS 400 LT DUTY HH AT 0 TWIN FALLS COUNTYpa I I 042.57649411,-114.47515490 T:(207(591-6427 F:(207)772-3427 DOC#:666071 ACCESS POINT ID:7000-046 info@tllsontech.com PLACE NEW GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT I 10'UTILITY EASEMENT REVISIONS I 042.57630228,-1 14.47710212 TWIN FALLS COUNTY� K 0+00 PLACE NEW DATE DESCRIPTION INITIAL ACCESS POINT ID:7000-049-10 14"OX24"AXS 400 LT DUTY HH AT DOC#:728952 I 02/17/23 INITIAL SUBMISSION WDD GR/GB:N/ISO:N 042.57622513,-1 14.47614488 i ACCESS POINT ID:7000-047-8 12 GR/GB:Y/ISO:Y I� L:11 T W W DB(1)1.00" SCALE \ \ 7 SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C10 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE -' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT /n ELECTRIC METER m ELECTRIC CABINET P 1+35 PLACE NEW ® ELECTRIC MANHOLE �y 14"OX24"AXS 400 LT DUTY HH AT LIGHT POLE lUl TRANSFORMER 042.57704629,-1 14.47764916 ACCESS POINT ID:7000-049.1 OS SEWER MANHOLE © GAS MANHOLE 20'UTILITY EASEMENT GR/GB:Y 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 WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT -C 15'UTILITY EASEMENT m 15'UTILITY EASEMENT \ TWIN FALLS COUNTY 201 c TWIN FALLS COUNTY DOC#:1998010084 ..�.. T\,i DOC#:1998010084 A 56+67/P 0+00/Q 0+00 PLACE NEW L:135' O A 62+1 1 /T 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT I DB(1)1.00" r. 14"OX24"AXS 400 LT DUTY HH AT A 59+15/S 0+00 PLACE NEW U 042.57668985,-1 14.47967237 14"OX24"AXS 400 LT DUTY HH AT 042.57667640, 1 14.47765255 _ ACCESS POINT ID:7000-049 ACCESS POINT ID:7000-051 042.57668188,-114.47857304 w GR/GB:Y/ISO:Y \ 15'UTILITY EASEMENT GR/GB:Y/ISO:Y ACCESS POINT ID:7000 O50 TWIN FALLS COUNTY L 4 GR/GB:Y/ISO:Y DOC#:1998010084 A 57+67/Q 1+00 L:100' r " DB(2)1.25" ui 3 L:148' Lu A 62+32 i 19 — M y (4 L:296' - - - 15'UTILITY EASEMENT DB(1)1.25" TWIN FALLS COUNTY 15'UTILITY EASEMENT LU I"� DOC#:844167 TWIN FALLS COUNTY r UTLITYL 113 TWIN FIALLSECS Ty DOC#:844167 R/W Q 3 M DB(1)1.25" DOC#:844167 T\�1 \ \ z m A 63+24 PLACE NEW L:203' PREPARED FOR: 14"OX24"AXS 400 TIER 8 HH AT L:140' 1 3 ' 042.57639741,-114.47972967 40 I _S 2+03 PLACE DB(1)1.25" ACCESS POINT ID:#7000-052 NEW GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT 042ESS POINT -1#700071861 ACCESS POINT ID:#7000-050.1 T I L S O N 10'UTILITY EASEMENT GR/GB:N/ISO:N 184 TWIN FALLS COUNTY S 2+47 PLACE NEW I Q 2+40 PLACE NEW T:(207)591-6427 F:(207)772-3427 3 L:198' DOC#:844167 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT nfo@}ilsoniech.com T DB(1)1.25" 50 042.57620567,-114.47888294 I 042.57629632,-114.47802900 c c REVISIONS \ - ACCESS POINT ID:#7000-050.2 ACCESS POINT ID:7000-049-1 \ \ GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y m m DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD D DB((11)1"44 7.5'UTILITY EASEMENT I + L:16 DB(1)1.25" D TWIN FALLS COUNTY DB(1)1" k 3 f1 DOC 4:666071 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C11 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C11 GAS LINE W WATER MAIN SEWER STORM DRAIN E POWER LINE [] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER lUl _ 3/n UEE u M a $R/W LIGHT POLE SEWER MANHOLE G GAS MANHOLE w I / SE\ PLACE NEW I O O 14"OX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® GAS VALVE 042.57607464,-1 14.47803460 TRAFFIC SIGNAL G GAS METER t ACCESS POINT ID:7000-049-2 GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE 7 3 COMM HANDHOLE � HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE I ® CATCH BASIN CULVERT A 65+22 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT 042.57585368,-114.47971284 A 77+05 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/IS Y I , 7 m I I I 719 '. Z A 16 fit. _ S UTILITY EASEMENT - ^ TWIN FALLS COUNTY 3 � m m LI..I Q DOC#:725015 w w 3 PLACE NEW I I I 14"OX24"AXS 400 LT DUTY HH AT ° - — L:159' L:159' — -042.57564011,-114.47804260 I "' I DB(1)1.25" DB(1)1.25"3 ACCESS POINT ID:7000-049-3 O � r GR/GB:N/ISO:N 5'UTILITY EASEMENT 3 - - I� TWIN FALLS COUNTY I r 77 l _ • I j DOC#:725015 l aQ w I PLACE NEW G A 66+81 PLACE NEW I A 14"(dX24"AXS 400 LT DUTY HH AT " 14"OX24"AXS 400 LT DUTY HH AT I F 042.57541236, 114.47804360 PREPARED FOR: A 75+46 PLACE NEW ' 042.57541755,-114.47972062 ACCESS POINT ID:7000-049-4 ACCESS POINT ID:7000-054 14"�dX24"AXS 400 LT DUTY HH AT 042.57539497,-1 14.47860023 GR/GB:N/ISO:N GR/GB:N/ISO:N I 3 3 ACCESS POINT ID:7000-058 � m m GR/GB:N/ISO:N I 755 I ETILS O N 76 I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS L:165' o I DATE DESCRIPTION INITIAL DB(1)1.25" I I I 02/17/23 INITIAL SUBMISSION WDD I I ---- ---- ---- I - A I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD I C12 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE W WATER MAIN SEWER SD STORM DRAIN fTl —E POWER LINE .Z A 68+46 3 3 5 C I C E] ELECTRIC HANDHOLE Q ELECTRIC VAULT PLACE NEW L.161 m T\TI ELECTRIC METER ELECTRIC CABINS 14"(dX24"AXS 400 LT DUTY HH AT 53 DB(1)1.25" m 042.57496448,-1 14.47972772 I 749 I (E) ELECTRIC MANHOLE �y ACCESS POINT ID:7000-055 I LIGHT POLE lUl TRANSFORMER GR/GB:N/ISO:N A 73+85 PLACE NEW 7.5'UTILITY EASEMENT R 0+00 PLACE NEW OS SEWER MANHOLE © GAS MANHOLE 14"042.5 AXS 24,LT DUTY 60 AT TWIN FALLS COUNTY SEWER VALVE GAS VALVE 042.57495324,-1 14.47860618 T 14"(dX24"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/ISO:N ACCESS POINT ID:7000-049-5 GR/GB:Y/ISO:Y © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT 5'UTILITY EASEMENT ® COMM PEDESTAL hl WATER METER TWIN FALLS COUNTY m DOC#:725015 O DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT L:149' DB(1)1.25" 5'UTILITY EASEMENT 3 A 73+Ob i DB(1)1425" TWIN FALLS COUNTY DOC#:725015 I R 1+00 l ID L:390' / A 69+95 PLACE NEW d —' I 14"OX24"AXS 400 LT DUTY HH 042.57455651,-114.479701674 ACCESS POINT ID:7000-056 -I ISO:N w\ / ,, w w i: R/W R/W R/W — �� O r l - j � i f �m 15 UTILITY EASEMENT 3 194 3 TWIN FALLS COUNTY DOC#:725015 168 172 Q 7 S UTILITY EASEMENT 158 184 i TWIN FALLS COUNTY # 180 DOC#:725015 PREPARED FOR: \ U E � R/W / ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS i DATE DESCRIPTION INITIAL ' 02/17/23 INITIAL SUBMISSION WDD ---- ---- ---- ---- ---- ---- ---- ---- ---- \ \ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C13 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0 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- L() W W w W U w u -, . m _ _ 17, LLI w R/W Lu w J 4+48 LLJ L:176' _ J 6+90 PLACE NEW 3/D (n 14"0X24"AXS 400 LT DUTY HH AT _ 042.57783802,-114.47702208 O I LO ACCESS POINT ID:7000-047-6 15'UTILITY EASEMENT L . r m GR/GB:N/ISO:N TWIN FALLS COUNTY 20'UTILITY EASEMENT r 14 DOC#:005646 _ TWIN FALLS COUNTY L:341' DOC#:728952 - U J 3+49 PLACE NEW DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT 318 Q 042.57755769,-1 14.47612725 I I 1 ' 4 C I ACCESS POINT ID:7000-047-5 -- - G GR/GB:N/ISO:N G 1+39 PLACE NEW 1 U/L 14"SDX24"AXS 400 LT DUTY HH AT 042.57746423,-114.47513021 PREPARED FOR: 218 ACCESS POINT ID:7000-043.11 GR/GB:Y/ISO:Y ' 10'UTILITY EASEMENT cr TWIN FALLS COUNTY J 2 PLACE NEW _ ETILSON 246 14"�dX24"AXS 4000 L #:728952 U/E LT DUTY HH AT w L:90' U/E — 042.57731 105,-1 14.47613047 DB(1)1.00" T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:7000-047-4' nfo@filsonfech.com 15'UTILITY EASEMENT GR/GB:N/ISO:N 7.5 UTILITY EASEMENT REVISIONS TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:728952IF DATE DESCRIPTION INITIAL DOC#:894434 02/17/23 INITIAL SUBMISSION WDD ---- ---- ---- L # 15'UTILITY EASEMENT ---- ---- ---- m TWIN FALLS COUNTY ? r I SCALE DOC#:005646 � 25 MEMO SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C14 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN 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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE im M/a � ® SEWER VALVE ® GAS VALVE M/ TRAFFIC SIGNAL GAS METER M/a © COMM MANHOLE ® WATER VALVE 3 COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT W — W N W W W W W W W W ••��. W W W M/a J 8+ss ` , W 3/D 3/D J 8+66 PLACE NEW i W 11w U 14"OX24"AXS 400 LT DUTY HH AT Z 042.57781438,-1 14.47763615 U) O ACCESS POINT ID:7000-047-7 I — GR/GB:Y/ISO:Y "— O t r l N 15'UTILITY EASEMENT - Q TWIN FALLS COUNTY 20'UTILITY EASEMENT DOC#:1998010084 TWIN FALLS COUNTY 3 DOC#:1998010084 15'UTILITY EASEMENT + "� mf TWIN FALLS COUNTY DOC#:1998010084 k PREPARED FOR: � 202 3 30'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:1998010084 ETILSON \ T:(207(591-6427 F:(207)772-3427 25'UTILITY EASEMENT 0 info@tllsontech.com TWIN FALLS COUNTY T 2+23 PLACE NEW DOC#:1998010084 REVISIONS 14"0X24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 042.57729364,-1 14.47966960 g \ ACCESS POINT ID:7000-051.1 GR/GB:Y/ISO:Y --- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C15 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE W WATER MAIN SEWER SD STORM DRAIN \ —E POWER LINE m - ELECTRIC HANDHOLE Q ELECTRIC VAULT L ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE 7.5'UTILITY EASEMENT lUl t TWIN FALLS COUNTY DOC#:666071 793 O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 7.5'UTILITY EASEMENT TWIN FALLS COUNTY K 1+17 PLACE NEW i TS❑ TRAFFIC SIGNAL GAS METER DOC#:666071 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY 042.57590357,-114.47614816 PLACE NEW © 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 Q WATER METER ACCESS POINTID:7000-049-9 O DRAINAGE MANHOLE UTILITY POLE GR/GB:N/ISO:N ® CATCH BASIN CULVERT w I I I N 0+75 PLACE NEW (V I L:83' 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" 042.57565316,-1 14.47512893 I r. u I 7.5'UTILITY EASEMENT ACCESS POINT ID:7000-047-19.1 U Th 790 I K 2+00 PLACE NEW TWIN FALLS COUNTY GR/GB:Y/ISO:Y —` 78 14"OX24"AXS 400 LT DUTY HH AT DOC#:728952 042.57567555,-114.47615013 w ACCESS POINT ID:7000-047-10 w _ ( GR/GB:Y/ISO:Y UJI Lu all USE U E PLACE NEW — O I 14"OX24"AXS 400 LT DUTY HH AT I U/E O 042.57564402,-1 14.4771 1 108 I 4 B j l j ACCESS POINT ID:7000-049-8 GR/GB:N/ISO:N 10'UTILITY EASEMENT 772 = L ' r\n I i8 IN FALLS COUNTY Ul U DO + 1 1 297 I PREPARED FOR: w 63 764 I PLACE NEW � 14"OX24"AXS 400 LT DUTY HH AT I J M�a 042.57520522,-114.47711738 T UTILITY EASEMENT ETILSON / TWIN FALLS COUNTY T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:7000-049-7 DOC#:666071 I info@tllsontech.com w w GR/GB:N/ISO:N I PLACE NEW \ I \ 14"OX24"AXS 400 LT DUTY HH AT REVISIONS > >- I � I 042.57534643,-1 14.47615143 DATE DESCRIPTION INITIAL r\n I ACCESS POINT ID:7000-047-11 02/17/23 INITIAL SUBMISSION WDD GR/GB:N/ISO:N ---- ---- ---- ---- ---- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 1 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C16 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••...• FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN 10'UTILITY EASEMENT —E POWER LINE TWIN FALLS COUNTY E] ELECTRIC HANDHOLE QELECTRIC VAULT DOC#:666071 10'UTILITY EASEMENT ELECTRIC METER m ELECTRIC CABINET R 4+39 PLACE NEW TWIN FALLS COUNTY ELECTRIC MANHOLE 14"OX24"AXS 400 LT DUTY HH AT DOC#:713001 TRANSFORMER LIGHT POLE LJ 042.57498582,-114.47712101 ACCESS POINTID:7000-049-6 QS SEWER MANHOLE © GAS MANHOLE GR/GB:Y/ISO:Y L 0+82 ® SEWER VALVE ® GAS VALVE _•� w TRAFFIC SIGNAL � GAS METER PLACE NEW 14!'OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.57490821,-114.47615598 L1+01 © COMM HANDHOLE HYDRANT 71 b _ ACCESS POINT ID:7000-047-12 L 0+00 PLACE NEW L:158' ® COMM PEDESTAL l�l WATER METER GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 042.57495637,-1 14.47551800 OD DRAINAGE MANHOLE � UTILITY POLE) ACCESS POINT ID:7000-047-13 ® CATCH BASIN CULVERT GR/GB:Y/ISO:Y — 10'UTILITY EASEMENT 81 TWIN FALLS COUNTY L 1+58 PLACE NEW DOC#:713001 14"GX24"AXS 400 LT DUTY HH AT •�� 042.57490763,-114.47498529 In M/a M/a ACCESS POINT ID:7000-047-14 00 U � GR/GB:Y/ISO:Y U - T{ ui Lu (n I - I ~ U /W \ Q 198 I 210 214 226 230 4 PREPARED FOR: • ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com ` REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD OL SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C17 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 7 GAS LINE W WATER MAIN SEWER IN 748 —SE POWER DLI E E] ELECTRIC HANDHOLE Q ELECTRIC VAULT I / ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER 7.5'UTILITY EASEMENT W 03 LIGHT POLE M 0+00 PLACE NEW TWIN FALLS COUNTY \ DOC#:728952 = OS SEWER MANHOLE © GAS MANHOLE 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT a 10'UTILITY EASEMENT � ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY 042.57489894,-114.47418889 a TWIN FALLS COUNTY DOC#:713001 L:444' D 0+00 PLACE NEW DOC#:676656 ❑n TRAFFIC SIGNAL GAS METER ACCESS POINT ID:7000-047-16 DB(1)1.25" Q T 14 L 1 GR/GB:Y/ISO:Y 042 57486712, 114 4 28038 © COMM MANHOLE ® WATER VALVE (,' ACCESS POINT ID:7000-038-4 ❑ COMM HANDHOLE HYDRANT ^ GR/GB:Y/ISO:Y I ® COMM PEDESTAL WATER METER 3/n O DRAINAGE MANHOLE 0 UTILITY POLE M 0+73 — 3/n _ ® CATCH BASIN CULVERT PLACE NEW 37 14"OX24"AXS 400 LT DUTY HH AT / L:161' 042.57490420,-114.47463650 / D 1+61 PLACE NEW DB(1)1.001, 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 �--1 — GR/GB:Y/ISO:Y 389 10'UTILITY EASEMENT U TWIN FALLS COUNTY 3 10'UTILITY EASEMENT DOC#:676656 ` TWIN FALLS COUNTY ,r+ " � DOC#:713001 - 4 W WIll 11 _ �. _ �, I v — M 21 U/E r _ � _ a M/LI O I. 1 � � T Iw , FF Q R/W • y R/ R/W —� R/W p PREPARED FOR: 3 ' ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com I REVISIONS DATE DESCRIPTION INITIAL IO2/17/23 INITIAL SUBMISSION WDD J 7 SCALE \ SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C18 OF C19 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_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 CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C6 GAS LINE —w WATER MAIN SEWER —SD STORM DRAIN 755 —E POWER LINE . 404 10'UTILITY EASEMENT m E] ELECTRIC HANDHOLE Q ELECTRIC VAULT TWIN FALLSCOUNTY 756 W ELECTRIC METER m ELECTRIC CABINET DOC#:676656 753 \ ELECTRIC MANHOLE 7.5'UTILITY EASEMENT a m TWIN FALLS COUNTY I LIGHT POLE TRANSFORMER DOC#:676656 O$ SEWER MANHOLE © GAS MANHOLE I I 7.5'UTILITY EASEMENT — ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY \ ❑n TRAFFIC SIGNAL G GAS METER 7.5'UTILITY EASEMENT PLACE NEW TWIN FALLS COUNTY 14"0X24"AXS 400 LT DUTY HH AT I DOC#:676656 740 © COMM MANHOLE ® WATER VALVE DOC#:676656 042.57486330,-114.47220862 I © COMM HANDHOLE HYDRANT ACCESS POINTID:7000-038-5 741 ® COMM PEDESTAL l�l WATER METER GR/GB:N/ISO:N PLACE NEW OD DRAINAGE MANHOLE �)UTILITY POLE 3/n 14. X24"AXS 400 LT DUTY HH AT 739 ® CATCH BASIN CULVERT 042.57481323,-1 14.47068450 3/D 3/D ACCESS POINT ID:7000-038-10 PLACE NEW i GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT 042.57486147,-1 14.47161532 m 00 ACCESS POINT ID:7000-038-6 GR/GB:N/ISO:N 10'UTILITY EASEMENT i\T U 419 TWIN FALLS COUNTY 5'UTILITY EASEMENT f —' DOC#:676656 TWIN FALLS COUNTY " w DOC#:676656 495 3 .114 5'UTILITY EASEMENT \ \ W4 �Lij TWIN FALLS COUNTY 457 5'UTILITY EASEMENT 481 TWIN FALLS COUNTY3wDOC#:676656DOC#:67665M/a U/ U3/fl _ — O — M/21 21 M/ M/8 r I t- LT 7� 1 4 U CM/N M/21 M6 M/a r j G / k a PREPARED FOR: — 3 � ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD ---- ---- ---- SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C19 OF C19 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. H - Huo1 •.? 15% 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.) :`'` `.;: :-�:'.'.;�`; ?' �:t:i.`•.l' •7t> . ',fi:r::•'�';,.. .,. �....t r�i.:r;.;EXISTING GRADE ;r s';t;1 '•'.::•'y+;y;•;::; :: :,:t.,EXISTING GRADE t r. ^}, -r,;' ;• i. r ' �I I—I I—III—I I I—I I Iiiiiil=I I I�I I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I la I I-I I MI I la I I-1 I�I I I-I I I-1 I I�I I= FINISHED GRADE BURIED CABLE H H IN GRASS -IIIMIIMIIMIMII-III�11=I1 III REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 11=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=I I I—I I I—I 11=I I M I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I-I I�I I I�I I-I I�I I I-III-III FREE MATERIAL REFER TO �wIg TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL I; =III=III Ell-1I1 I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W -I 11 I I I-1 I ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED I —1I 1=I 1I i &FIBER OPTIC CABLE 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 111 1 1-111—ITI—I I— _ •�I���—���—���, —I 11=11 I—I 1 I-1 11 �I—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III O 3'MIN AND TYP.DETAIL F 4"DIAMETER BORE HOLE a 0 24"MIN. 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INNERDUCTS AND/OR u (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& _ o CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE U1 FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE • SCALE ~1 (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING o GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE O (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES,00 SIZE D SHEET: NTS TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DO1 OF D16 00 (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898GA 04 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. TWINID 0898GA 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL t @+i �++++ 1 ++ +++ ++ +++ +++ice+�#++ 080.00 DETAIL A Q SCALE I : I TILSON M On a Mission o T- (207)591-6427 F- (207)772-3427 v InPoOtIsontech.com N THIS ODAV"+o A►40 ate coptwo•" DRAWN: A Du Tod or*"►io o vgmew IS+►e..o•+e It.Ct twA AMD M4A-AXS-40QR-AS3Y-T06 REVISIONS p VAT NOT K Com W04CUT O.11 •~t'M40"C*Wvm**" ",IT CHECKED: are"To* DATE DESCRIPTION INITIAL Q 02/17/23 INITIAL SUBMISSION WDD fib/K 06CLCKM TO AN7 vim ►wnia rws�o«wert-e�c�o..seo DATE: 14/10/2020 M4/1•AXS-4OOR•ASST•tpS --- ---- --- 3 - - A W MOt fSM/iiCw - — v �tsMolo.� SCALEIA3): 1:6 - — evnm P^CTC T SCALE �I - -- PpAD fa3�t1•t3�•N!Y tpl o SIZE B SHEET: NTS VO oO=•7'�[LMtVa 1pl r ov^AL 0^"60 ' — SIZE D SHEET: NTS co rd n7 1 10O0 SHEET D02 OF D16 o qM► rdodrrWO C*JQ 0 Z FILE NAME:TDS TWINID 0898GA 04 AXS 400 H H DETAIL ® D1OUX ag Line,Inc. TOP VIEW j TWINID 0898GA 04 PHOTO RENDER, TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A 0 0 f DSO 00 _, RIGHT VIEW zzzz m i i - ILSON - - - - - - - - - - - - - - - T: (207) 591-6427 F: (207) 772-3427 v infoOtilsontech.com s;:cnoN A-A _ o %4 a aAe�~.�o�t OF&AAAA 4D BRAWN I► D., Tort Mu.,�►xs-.00�r-.►ssr REVISIONS Ja MAY NIX �AVO111'O*/► DATE DESCRIPTION INITIAL a PAV•*40"COOOOM 6NDI d MAv CHECKEfl- Dpa+e0 rk 02/17/23 INITIAL SUBMISSION WDD ►►Of W CXCLOM'O A)iV 7A0 OA1 IIAM110�!'Nr11r!►b�CQ►40.1 Mv►-ARC-�QOiT-ASSr ---- ---- ---- 3 DATE-- 17/08/2020 ---- ---- ---- "'"'►"°'ss'',r`c" SCALE(A3) 1.6 -- -- -- 0 2D I Qow WIS Jw -- -- -- !vwt►ACTOR omamoG SCALE WAD 1»! 1:i/Mv"Sol CD PO W><6n awls Ion SIZE B SHEET: NTS y�py1b� SIZE D SHEET: NTS Tld n7 I I�00 TOQ� o � �we�a� SHEET D03 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_04 AXS 500 H H DETAIL Diq Une,Inc. EXPLODED VIEW UD BASE TWINID 0898GA 04 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL m 21.54 21.89 PHOTO RENDER 21M A� 19.69— 000 Q 2p79 19.69 2079. - ILSON awK►s+o►s.�.+cr1a ,. .. oD T. (207) 591-6427 F: (207) 772-3427 vp 1�0 infoOtilsontech.com ",/0R.99 n�rt �+ ��^of� DRAWN: A Du Toi!10 ��S"ASST z G WY►+OR"Corm wg1LY OR•4 REVISIONS p ►Av-A/0 w CC"'-vtn 7HOOM MAY CHECKED: am*A v TN DATE DESCRIPTION INITIAL 1,40-et orscioseo TO Nn TM71p 51M AXS CHAMBER REVOID l O 1 02/17/23 INITIAL SUBMISSION WDD IArW,,*rMCKP N*P1b/Co11SDR. DATE: 12/05J2020 ---- ---- ---- 3 ---- ---- ---- "y""Oi '` SCALE(A3): 1:7 > A.� SECTION A-A �olsia•�7awov - - - ~I 021.89 v0^0 ciparta 1v1 SCALE rp box 174 ELogwvs 1671 Q __JG _ SIZE B SHEET: NTS SIZE D SHEET: NTS co %AAA +104wrAorom SHEET D04 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_04 TWINID 0898GA •. TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r I _■■■ ■■■I IC�1Rim m shin 0 NJ • 1 M ■ ■ 1 11 --z : Z _ - ��_ Ellin 0 ■1 11 Q o f loin M ■�_ ■C 'ONQ P,P, IL "LACK 0 / • TILSON • � On Ab 0 c V _ Z�, ;i � SHEET .0 • FILE NAME:TDS . 0... •. CHARLES 101 - 8' XT PEDESTAL ® DIGUM ag Line,Inc. t, • Hu'1 •.? 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 cl) On a Mission N o T- (207)591-6427 F- (207)772-3427 v InPoOtIsontech.com N 0 REVISIONS w DATE DESCRIPTION INITIAL O02/17/23 INITIAL SUBMISSION WDD > 0 UI SCALE vI o SIZE B SHEET: NTS SIZE DSHEET: NTS Co Co A O I H C' I I - 1 1 O 000 Y SHEET D06 OF D16 �" l.'>!R':•.,E":"»:""':a"..•P�'C`Ai!:"«..�. �•� t/ I I i,of" I war i •r i 3 FILE NAME:TDS_TWINID_0898GA_04 C H A R L ES 104 - 12"X 1 1 " PEDESTAL ® DIGUnE ag Line,Inc. t, • Hu'1 •.? Ises 12 . 00 n TWINID 0898GA 04 INS I D[E TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 _C Ii _ 11 . 25 INSIDE l I LOCK I N'' HAS - - - 1 T I 1 ( I 22 . 00 38. 08 1 i ( I ( I 10 . 00 I co TILSON On a Mission N o T: (207)591-6427 F: (207)772-3427 InPoOtHsontech.com N Z I o REVISIONS I w DATE DESCRIPTION INITIAL O , 02/17/23 INITIAL SUBMISSION WDD 1 2 I . 3 SCALE . 150 SCALE o SIZE B SHEET: NTS I ` S11[ 0 OWI� 4 SIZE D SHEET: NTS Co 10 H C I I - I I O O OWP SHEET D07 OF D16 I �F++I�p M�� 1• M1 w 11r�iNRru K.L9 I?f 1 NMN 1•I I WW 9M •! I 3 - FILE NAME:TDS_TWINID_0898GA_04 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. t, • Hu,, •.? 15% TWINID 0898GA 04 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m *" LXGEND Ile __ m sm, : pauum w r,m I ___ _-_ .i Fir.On 1.7 `sAWM T to K A5 to t AS MOM! + # WREli:VAS rDZX SM 'SAWftrl�&� (WE 49TY- F nM FA4s VEWSICN5 SECTT9M 30A IF Pj.hM CA ik rTPAN F MM WK Al 0"M OF Pft FOR S M WIDTH WAY BE KAPP N" VATH VUTIM PDUMS54tt NOTMS TILSON cl) ya��y,�� On a Mission ci ��[-- T: (207)591-6427 F: (207)772-3427 v pm I - r_ ,r . InfoOtIsontech.com p REVISIONS IMAM REPAIR MM MWFM 9LDXI-3U 71 :30, DATE DESCRIPTION INITIAL W- ON iW W WTM �Wy 57CM AM 02/17/23 INITIAL SUBMISSION WDD iu 0 (� vl SCALE vl SIZE B SHEET: NTS IQ; SIZE D SHEET: NTS co rYPL � TIFSD-301 SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_04 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 r, htTo •.? 1585 9 9 9 9 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898GA 04 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL A SPHALT 7 10 10 PAVEMENT GRAVEL EXISTING B 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 05 6 2 12 11 6 EXISTING OVERLAY EXISTING PAVEMENT FABRIC 1�:7(DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATER D PTH- MINUS UISHOTHERWISEED GS ECIIFIIED.ATE BASE (MIN.) UNLESS TYPE "P" 10 0 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3- (MIN.) MAT ON COLLECTORS. 0 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OOVERLAP APPLIES 4" WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MINIMUM DISTANCES. M IS BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH 0 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. Q D. OVERLAY FABRIC WITH ASPHALT TO FINISH v O9 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. C 0 k CONCRETE PANEL 7 N OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH CN 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND CN o SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. ci T. (207) 591-6427 F: (207) 772-3427 v infoOtilsontech.com 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). Z Ir12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS O PATCH. w DATE DESCRIPTION INITIAL O 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 02i17/23 INITIAL SUBMISSION WDD PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. ---- ---- ---- 5AWOO TO K .s ilk �s p+REibi�LE flaoY WCOXILAFt -_--- ---- ---- M SAWWTM• ($W OM�PATH. SC - iu T1YW FALL. RE SH)NS SECTION 30q). 0 UI _ SCALE vl�I CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS Co TWINOFALLS SURFACE REPAIR DETAILS NO- TTESD- 303 SHEET D09 OF D16 SEDSHEET: NTS Co 0 Z FILE NAME:TDS TWINID 0898GA 04 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. 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J%— &o IgIF I A , • � a - �. .� r _Y JO � sus arm CLE —, q. --- NOTES TILSON c On a Mission o }+ NCKF o . J -'vvm --. T: (207)591-6427 F: (207)772-3427 v L A F, VfQW Qi 0 GRUT +,' tnPoOtIsontech.com � ice'�.1 '�i�A Ei�' . - - Z l'�'+�' lwkd1t'1 7�1 [ 2�'iip� Y� awl" i�1UR �NCXST 0 f �1rt7R. C —. TRA►EL REVISIONS LOU C* CDOACTAk& * - , DATE DESCRIPTION INITIAL p � 02/17/23 INITIAL SUBMISSION WDD vmuTr 111,04mm 1 SWAN FMT OR Lm WAY 6E - o iEFAf USNO fRGUT_ F POMOM AFtE OREATER THAM MAW AN A if w wprr8AL Aw A 3 T MUMS FUM USE COMPACTED PEA QtAYEL EELM A - - a — 30' Fil HORMI IAL SFFARA7M FROM D7CPM OTY - — P1�lIt Ya CAP_ UILFMMkAl=91HO 1REt 7PPIOa14G MY TFE CITY 0 vl " � SCALE �I MY pf SIZE B SHEET: NTS = �771q�®7�No , SIZE D SHEET: NTS oo a T, D" SHEET D11 OF DI Co TRENCH 0 z 3 FILE NAME:TDS_TWINID_o898GA_04 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. TWINID 0898GA 04 t D / TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • a' e ;zi r: D SKID DETAIL LEGEND NTS Q p= oil TO nt OCARR[1R PIPE 0 eA CVW OR ICDVJM suns, 0R COMIdvxv y ►AwrcAlW CA3M 963MATCR 4C4 11W IDt CM APPROM wasTmrna. I C4RRMEp PIPE 2 SPACERS POI STI01 Is'-21T CARRR Nit 2 SOACM to sna(k 4 O drool/ SX& CAWNG 3,r 1A1/ W" 1160(wvs %m / C4A}IE� 2'OWAID IMAM CAARIOI PIP[ BELL O wrsrA 41PE BELL 2 Q 2• v cow suftzss sTlm sTRAPpm 4 o c REIN A Ira Of TWO :TRAPS K1171M PM[ JOMTs 4Y AIWt,EA4 SPACE /LiaN MTN SAACp 00*U/, 2/0' aAVQ OR 01OQ "Al"LAL AS 411,01e0wo By ns 3 DrWD. Q NOTES: 0 r A bET1100 01Ot INAM THE WIN00 SNO+N M U �F`:''. E TILSON awwMcs FOR APPAL BY THE E%(-VW POOR N 70 CWSII11-c"O1� On a Mission oN T- (207)591-6427 F- (207)772-3427 v 1nfoOtlsontech.com SECTION A—A ° OPROADPoC FVq SV41MV. &CHC D. 0 ass° 1t LPIE NO OIAOE AVOOAMM Or CARR[R z LI t R'E iLOATAIM, AM F&AYC (f 444" SPACE REVISIONS C Kr#AX4 CA3P#G PVC AAQ CAWWR PFL ALL o MOOR na Ap"OVAL BT THE UWAICEP P" TO �tSTAW r. Ia opt DATE DESCRIPTION INITIAL O 02/17/23 INITIAL SUBMISSION WDD !OAl/ 0 �I QAHO STANDARDS BORING AND JACKING TSTJ�OARO DPA1104G SCALE No Ol FOR PUSUC STRUOM S DETAILS SD-307 SIZE BSHEET: NTS a SIZE D SHEET: NTS 00 co SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_04 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1O1M ag Line,Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_04 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL /YR3M MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED NTH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © 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. m o OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. N Z OE 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 NITIAL O BASED ON LOCAL POLICY, SEE SECTION 700. 02i17i23 INITIAL SUBMISSION woo © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET o BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE -- -- -- Oi APPROVED BY THE CITY ENGINEER. SCALE o SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS Co (D, TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130FD16 0 z 3 FILE NAME:TDS_TWINID_0898GA_04 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. t, ,• Hui, •.? 1585 51 NOW Ama-m Or**r WIWI TWINID 0898GA 04 TWIN FALLS,ID 'StEE ' 71 MATERIAL DESCRIPTION QTY ACTUAL FT lvArr rn ewA" up"fl4.aC" f ml Mr fl.%vb 3 t5 27 SG 44 (70) 1*4 (t"] Wrp 12MO] TOTOL Ia5 "& iA jd �- kr0hAR� 91401r�Y`VQNW�L4 F r � R um L!t:.dLY -DJ @1 ` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa ITE 8Am gmF*iiI iwma vr., TM LwjA Pmw Ilfn'rwff�w;IIwl(SEE GTY OF rmW FAUS LW%R lilAll$PQR AMN KA141 ' TILSON On a Mission ,m� V� qJ _.. .-__ .- _ WPI _ T- (207)591-6427 F. (207)772-3427 -: .._ i� ... __._ OF '15af1S,AsE�ii� BY �. ,� � tnPoOtIsontech.com Z REVISIONS o - _ j aaai�_ s_ _& f; '' �� wj w DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD p VI MMMM AM TVW_ SCALE SIZE B SHEET: NTS Ty TY�� AL ` TANIDARD WA � SIZE D SHEET: NTS Co oI 14� ST E T E � TF - SHEET D14 OF D16 z 3 FILE NAME:TDS_TWINID_o898GA_04 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. t, ,• rtiu�, •.? 1585 ' TWINID 0898GA 04 TWIN FALLS,ID . %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS SITS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE Ill—NEW ALLEYS its-- — .— -— TYPE. IV-NEW ALLEYS � �ftilli MMT M mmGm V I .. 1 rrm.aRmrnn1 ampo mmum, TILSON - _ ..- - ,.- . _. On a Mission rig �-�d: T- (207)591-6427 F- (207)772-3427 v NOTE t tnfoOtIsontech.com �' a , 1 REVISIONS ,yam, "' AM. DATE DESCRIPTION INITIAL �moms- 4w mm—,wr IV,m-Km"a wK 17 m 02/17/23 INITIAL SUBMISSION WDD E7 BY�k f REf +DER U JUM �GYIFM S LM UN! S — — �I SCALE o SIZE B SHEET: NTS T I IF L pA E SIZE D SHEET: NTS 0 OF o I" PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_04 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. r, ,• Hui, •.? 1585 FOR FIRE ACCESS ROAD SEE TFS0— TWINID 0898GA 04 TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL f' J pun 0"w" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-W TO RAPOM ,X AND ML 0 UT ll .=, 01 37Rer C=iIXlRACd W -K- Y.ST 9E �1RW TO Ut U7T C* Ibt.e 2e ,IAI F�e4�#I %TKV OM 15 TA 9� 11 AT GM OA_GE_Sm ORCM . :I[IR AflLLED C4:qi, aL 4P1L E_ Q TILSON cl) u"m mmtm On a Mission C, LmalAm LJLYER [wP#el T: (207)591-6427 F: (207)772-3427 v tnPoOtilsontech.com PLANT IAN P064EMENT 2Z 2.5 7.9 a BAM 2O LO 6.0 REVISIONS 0 � m 8.0 (T. �,�.�.a�� ��S (I�SJ �JLO ] DATE DESCRIPTION INITIAL O 02/17/23 INITIAL SUBMISSION WDD T4T+w. I" DO tea --- - o PORP4jW 084M E' av - tf kMW nru+E A-Akr wX RuwmmP i uAm > 0 vI SCALE vI SIZE B SHEET: NTS i SIZE D SHEET: NTS co III— E—S TF D— SHEET D16 OF D16 I 0 z 3 FILE NAME:TDS_TWINID_O898GA_04