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Home My WebLink AboutTWINID_0898GA_08_REV0-compressed DFN NAME : TWINID 0898GA 08 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID NODE QA-QZ � Fand{cirl.S��i7r r TDS ®PERMIT LOCATION MAP °�°".1 Dig Line.Inc. ' ' � 1 t3G0 342 15Q5 Pole « 1 ; C 12 TWINID_0898GA_08 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL Cl4# C19 L C17 C18 1 C20 r C .,* 16 C15 C14 C25 C O C21 _ M- Aw C27 C28 C13 C26 0 C22 A C04 C07 C23 8 ' Not 0 - a - rF _ I COl CO2 C05 C06 C24 N - TIL50IN N START PROJECT 0 - T: (207) 591-6427 F: (207) 772-3427 N 42.58484307 -114.45068 infoOtilsontech.com Z O REVISIONS 0* F-a - — a DATE DESCRIPTION INITIAL O 02/17/23 INITIAL SUBMISSION RNC PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C28 0 NEW UNDERGROUND 26,586' SHEETS: C01 -C28 EXISTING UNDERGOUND 01 SHEETS: C01 -C28 SCALE coI o SIZE B SHEET: NITS TOTAL FT 26,586' SIZE D SHEET: NTS 0000 0 TOTAL MILES 5.04 SHEET A02 OF A03 Z 3 FILE NAME:TDS_TWINID_0898GA_08 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_08 A01 COVER SHEET TWIN FALLS,ID . ..................... ............................................................................................................................ . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . ..................... ............................................................................................................................ . A03 TABLE OF CONTENTS . ..................... ............................................................................................................................ . BO1 CONTACT SHEET . ..................... ............................................................................................................................ . B02 GENERAL AND PERMIT NOTES . ..................... ............................................................................................................................ . B03 SYMBOLS KEY . ..................... ............................................................................................................................ . COI—C28 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"XI I" PEDESTAL . ..................... ............................................................................................................................ . D08 TFSD-301 TYPICAL TRENCH . ..................... ............................................................................................................................ . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . ..................... ............................................................................................................................ . D1 . ..........0 SD-304 GRAVEL ACCESS ROAD........... ............................................................................................................................ . D1 1 TFSD-306 UTILITY TRENCH . ..................... ............................................................................................................................ . D12 SD-307 BORING AND JACKING DETAILS . ..................... ............................................................................................................................ . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . ..................... ............................................................................................................................ . D14 TFSD-802 TYPICAL RURAL STREET SECTION . ..................... ..................................................... D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . ..................... ............................................................................................................................ . D16 TFSD-805 STANDARD CUL—DE—SAC E01........... .. .............................................................................. . TRAFFIC CONTROL PLANS COVER LSO N . ..................... ............................................................................................................................ . 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 oz»z3 INITIAL SUBMISSION RNC . ..................... ............................................................................................................................ . -- �, E06 4 — LANE COLLECTOR / ARTERIAL MODERATE VOLUME 3 . ..................... ............................................................................................................................ . E07 HALF—ROAD CLOSURE MULTI—LANE > . ..................... ............................................................................................................................ . E08 WORK ON PARKING LANE �I .......... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS Q . ..................... ............................................................................................................................ . SIZE D SHEET: NTS 00 00 SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898GA_08 ® DIG CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 08 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 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT � Chris Haskin Director-Network Engineering 608-664-4443 TILSON On a Mission N Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com N Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 o OTHER REVISIONS 0 Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL w 02/17/23 INITIAL SUBMISSION RNC 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 'oI 0I Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS Q G SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898GA 08 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 02/17/23 TWINID 0898GA 08 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE T I L 5 0 N CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL o REPLACE FULL PANELS TO THE NEAREST JOINT On a Mission � 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY 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 RNC p 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 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 08 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONOUITSCHEDULE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT z z z z DBE DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E u/E DBDIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—————— DBDIRECTIONAL BORE 3 1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT —Da Im DB 1 L2S" DIRECTIONAL BORE 1 1.25' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25"INRECTIONAL BORE 2 1.25' TWINID 0898GA 08 EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25"JOIRECTIONAL 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) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER TILSON STORM DRAIN MANHOLE(DMH) � EXISTING COMM LINE , On a Mission CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 u EXISTING GAS LINE , InfoOtIsontech.com O CULVERT(CUL) / \ EXISTING POWER LINE REVISIONS o GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE 02/17/23 INITIAL SUBMISSION RNC 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 08 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 } -�7 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT Zll \ ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE / U TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE _ \ ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER r © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT . ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE CATCH BASIN CULVERT _ I M a M/a R/W \ LOW& A 0+00 EXISTING AXS 400 LT DUTY HH AT w a 042.58484287,-114.45067958 IF PLANNED STRUCTURE I = s+ (SEE DFN:APPLWIITWINID_0898GA_07) IS NOT YET INSTALLED, (n - CONTRACTOR WILL INSTALL STRUCTURE. I oa SEE DETAIL#1100-004 0 GR/GB:Y/ISO:Y 2 U/E U/E U/E U/ U/E PREPARED FOR: 15'UTILITY EASEMENT TF TWIN FALLS COUNTY DOC#:1 99401 601 0 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C01 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 — SS SEWER STOR DRAIN 15'UTILITY EASEMENT M E POWER LINE TWIN FALLS COUNTY IL ELECTRIC HANDHOLE QELECTRIC VAULT DO L 1+72 PLACE NEW \ # #:199407887 M 1+91 PLACE NEW ELECTRIC METER ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT m 042.58539141,-1 14.44882035 14"OX24"AXS 400 LT DUTY HH AT ® ELECTRIC MANHOLE u ACCESS POINT ID:1100-007.1 042.58539405,-114.44787800 .j TRANSFORMER ACCESS POINT ID:1100-008.1 GR/GB:Y/ISO:Y LIGHT POLE GR/GB:Y/ISO:Y O$ SEWER MANHOLE © GAS MANHOLE _ \ ® SEWER VALVE ® GAS VALVE Ilk IN�j TRAFFIC SIGNAL GAS METER \� © COMM MANHOLE ® WATER VALVE C © COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER T UTILITY EASEMENT TWIN FALLS COUNTY O DRAINAGE MANHOLE �)UTILITY POLE DOC#:199407887 15'UTILITY EASEMENT U/E - \� TWIN FALLS COUNTY CATCH BASIN CULVERT DOC#:199407887 w � A 3+g5 PLACE NEW I m l 14"OX24"AXS 400 LT DUTY HH AT 042.58523935,-1 14.44976985 ACCESS POINT ID:I 100-005 \ GR/GB:N/ISO:N Ln w m w U U *k $k 7.5 UTILITY EASEMENT mmoo w TWIN FALLS COUNTY w a w I L:385' DOC#:199407887 w = l DB(1)1.25" A2+7 = O 1cl-4 U) U/E U/E 3/f 3/f0 M/N M/22 M/2 M/2 W W— 1 room,* ll 4 `— R/W R/W /W R/W PREPARED FOR: ' � ETILSON — T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO2 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 13 GAINE W WATTEER MAIN SEWER STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT L:182' DB(1)1.25" ELECTRIC METER m ELECTRIC CABINET C Ld ® ELECTRIC MANHOLE C TRANSFORMER AG 0+50 � m T\i-I LIGHT POLE I O$ SEWER MANHOLE © GAS MANHOLE B 4+68/AG 0+00 PLACE NEW T SEWER VALVE GAS VALVE 7.5'UTILITY EASEMENT 14"OX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY ❑n TRAFFIC SIGNAL GAS METER 042.58646993,-1 14.44980396 I DOC#:2000006377` © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:#1101-001 GR/GB:Y/ISO:Y © COMM HANDHOLE HYDRANT c � � ® COMM PEDESTAL Q WATER METER m U/E 3/n 3/n 3/n O DRAINAGE MANHOLE 0 UTILITY POLE — — B 3+82 M/21 M/a M/21 M b CATCH BASIN CULVERT c� B 2+42 mmqw 17N w R/W / R/ R/W U 3/n 3/n 3/n 3/ s LLu �,a 114 i 2 L:468' * m z ( ) w \ A 10+86/M 0+00 PLACE NEW r^ DB 1 1.25" m 14"OJX24"AXS 400 LT DUTY HH AT Z c A 6+06/B 0+00 PLACE NEW 042.58575741,-1 14.44808721 0 7.5'UTILITY EASEMENT m 14"0X24"AXS 400 LT DUTY HH AT A 8+53/L 0+p0 PLACE NEW ACCESS POINT ID:1100-008 I TWIN FALLS COUNTY 042.58576399,-1 14.44986820 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y Q DOC#:20000063778 ACCESS POINT ID:I 100-006 042.58576268,-114.44894909 GR/GB:Y/ISO:Y 7.5'UTILITY EASEMENT ACCESS POINT ID:1100-007 7.5'UTILITY EASEMENT TWIN FALLS COUNTY GR/GB:Y/ISO:Y c TWIN FALLS COUNTY L:58' w" B 1+Ob DB�2�1„ DOC#:20000063778 , L:37' m DOC#:20000063778 DB(2)1" PREPARED FOR: DB(2)1" U/E U ' A 8+90/L 0+37 U/E 3/n 3/7n U E A 5+76/A 6+42 v / E ETILSON n L:248' DB 1 1.00" 7.5'UTILITY EASEMENT �s�J ( ) DB(1)1.00" T:(207(591-6427 F:(207)772-3427 TWIN FALLS COUNTY A 11+43/M 0+58 info@filsonfech.com DOC#:199407887 L:135' DB(1)1.00" REVISIONS 15'UTILITY EASEMENT I L:133' DATE DESCRIPTION INITIAL TWIN FALLS COUNTY DB(1)1.00" i I 02/17/23 INITIAL SUBMISSION RNC c DOC#:199407887 DB 1L 1100" rn 15'UTILITY EASEMENT 15'UTILITY EASEMENT ( ) TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:199407887 DOC#:199407887 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO3 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C26 GAINE W WATTEER MAIN SEWER i 20 UTASM —so STORM DRAIN 3/fl U/E TWI'NILITY EASEMENT —E POWER LINE FALLS COUNTY E] DOC#:20000063778 ELECTRIC HANDHOLE Q ELECTRIC VAULT U/E ELECTRIC METER m ELECTRIC CABINET AH 1+13 L:261' PLACE NEW ® ELECTRIC MANHOLE !__ I DB(1)1 25" — \ TRANSFORMER � \14"OX24"AXS 400 LT DUTY HH AT LIGHT POLE w 042.58643218,-1 14.44546340 � O$ SEWER MANHOLE © GAS MANHOLE AH 2+61 PLACE NEW \ ACCESS POINT ID:I 101-001-14 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE 042.58651775,-1 14.44652686 TRAFFIC SIGNAL GAS METER c ACCESS POINT ID:1101-001-6 m C GR/GB:Y/ISO:Y LJ © COMM MANHOLE ® WATER VALVE m 10'UTILITY EASEMENT ( © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY � j -3, 1 ® COMM PEDESTAL Q WATER METER DOC#:2006014492 O DRAINAGE MANHOLE C-0)UTILITY POLE M/ U/E 3/n /M/ I CATCH BASIN CULVERT M/a M/a _ m U u R/W R/W R/W R/W 3/n U/E 3/fl w \ w a _w w — s, (n / (n m rf Ld c m Ld F 1 f U A 13+28/N 0+00 PLACE NEW A 15+57 PLACE NEW Q 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT C 042.58576136,-114.44718599 w 042.58576136,-1 14.44633841 G ACCESS POINT ID:1100-009 7.5'UTILITY EASEMENTTWIN FALLS COUNTY ACCESS POINT 7,5'UTILITY EASEMENT w« GR/GB:Y/ISO:Y DOC#:20000063778 GR/GB:N/ISO::N N 100-010 TWIN FALLS COUNTY PREPARED FOR: DOC#:20000063778 U/E 3 A 13+98/N 0+69 ' U/E /E U/E— A 16+51 L s = ETILSON S LL:243' DB(2)1" L:228 L:142' c T:(207(591-6427 F:(207)772-3427 DB(1)1.^" 7.5 UTILITY EASEMENT DB(1)1.00" DB 1 1.00 info@tllsontech.com TWIN TWIN FALLS COUNTY UTILITY EASEMENT ( ) m DOC#:199407887 TWIN FALLS COUNTY I DOC#:199407887 REVISIONS DB(1)1.00" m DATE DESCRIPTION INITIAL A 16+98 PLACE NEW 02/17/23 INITIAL SUBMISSION RNC 14"OX24"AXS 400 LT DUTY HH AT 3/n 15'UTILITY EASEMENT 042.58563102,-114.44598972 J I TWIN FALLS COUNTY ACCESS POINT ID:I 100-011 — DOC#:199407887 GR/GB:N/ISO:N SCALE SIZE B SHEET:1"—50' MATCH TO SHEET SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C04 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C4 GAINE W WATTEER MAIN SEWER STORM m I IN —SE POWER DLI E N 2+05 PLACE NEW IL ELECTRIC HANDHOLE QELECTRIC VAULT C 14"(dX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT I m �7.5'UTILITY EASEMENT ELECTRIC METER ELECTRIC CABINET lb m 042.58539003,-114.44693430 I TWIN FALLS COUNTY ® ELECTRIC MANHOLE ACCESS POINT ID:1100-009.1 TWIN FALLS COUNTY TRANSFORMER GR/Ge:Y/ISO:Y DOC#:199407887 I DOC#:20000063778 I LIGHT POLE SEWER MANHOLE © GAS MANHOLE m I ® SEWER VALVE ® GAS VALVE i ❑n TRAFFIC SIGNAL GAS METER U/E © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT DB ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE A 18+20 PLACE NEW FM CATCH BASIN CULVERT �J 14"OX24"AXS 400 LT DUTY H H AT 042.58529596,-1 14.44598972 c I ACCESS POINT ID:1100-012 15'UTILITY EASEMENT T GR/GB:N/ISO:N m TWIN FALLS COUNTY c I DOC#:199407887 m I w fV � j I l0 c 2 2 S" u 1„ 0 3/n 3/n 3/n 3/n 3/n M/a M/a M/ M/ - «. -MAL I TZ I PREPARED FOR: R/W W17 R/W R/ —T R/W ' i ETILSON rl T:(207(591-6427 F:(207)772-3427 _ - info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C05 OF C28 0 NOTES: DIGL I NEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ■■■ •■■■■. FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 7 GAINE W WATTEER MAIN SEWER C SD STORM DRAIN D —E POWER LINE 3 — m L:216' Zl IL ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE L:19O' \ 3. ® TRANSFORMER DB(1)1.00" LIGHT POLE A 28+45 OS SEWER MANHOLE © GAS MANHOLE P 1+31 PLACE NEW 104 ® SEWER VALVE ® GAS VALVE 14"OJX24"AXS 400 LT DUTY HH AT A 27+95/S 0 00 PLACE NEW 042.58526803,-1 14.44481203 14"OX24"AXS 400 LT DUTY HH AT ❑n TRAFFIC SIGNAL � GAS METER ACC 852680ESS , 1 14 44481 0 I 042.58524240,-1 14.44358206 / © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:1100-014 A 19+98 GR/GB:N/ISO:N 1 GR/GB:Y ISO:Y L © COMM HANDHOLE HYDRANT _ � I � / ^ G ® COMM PEDESTAL WATER METER (fL C O DRAINAGE MANHOLE l_L�UTILITY POLE i! "M CATCH BASIN CULVERT 7 10'UTILITY EASEMENT w 3 TWIN FALLS COUNTY DOC#:2006014492 1t Q 1+01 PLACE NEW \1� 14"OJX24"AXS 400 LT DUTY HH AT DB(1)1.25 A 27+54 Q 042.58522923,-114.44320566 N i L:131' ACCESS POINT ID:1100-014.1 ; U L \ DB(1)1.00" GR/GB:Y/ISO:Y A 22+99/P 0+00 PLACE w 25'UTILITY EASEMENT 14"OJX24"AXS 400 LT DUTY HH AT A 27+19 10'UTILITY EASEMENT I-I_I "a w 042.58491932,-1 14.44469372 TWIN FALLS COUNTY 3 A 21+21 DOC#:2002021231 ACCESS POINT ID:1100-013 TWIN FALLS COUNTY LJ,J s. \ c 7 GR/GB:Y/ISO:Y I L:496' DOC#:2006014492 = 12 \ 3/ m /(1 J DB(1)1.25" A26+48 V) O A 21+47 3/n M/21 ccs DB h" EL � T U W _ W U 1 ' CQ ■ + j PREPARED FOR: R/W P L ' —R/W R/W ETILSON - T:(207(591-6427 F:(207)772-3427 i info@filsonfech.com 3 low _ REVISIONS DATE I DESCRIPTION INITIAL af T 02/17/23 INITIAL SUBMISSION RNC f � SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C8 GAS LINE W WATER MAIN SEWER SD STORM DRAIN 20'UTILITY EASEMENT -E POWER LINE TWIN FALLS COUNTY IL ELECTRIC HANDHOLE ELECTRIC VAULT DOC#:2006014492 \ — -- ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE L:953' U TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE — / ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER i \ © COMM MANHOLE ® WATER VALVE * 3 15'UTILITY EASEMENT © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY COMM PEDESTAL WATER METER a� �r DOC#:2006014492 O DRAINAGE MANHOLE UTILITY POLE 3/n 'M CATCH BASIN CULVERT A 36+00 M/8 — 1 8a 8a i R/W/ UA U w f M R W Lu w 7 / - R�� A �A31+76 w - / / w s, \ U DB(1)1.25" W r \ A 30+11 PLACE NEW «< / 14 OX24"AXS 4000425 581312,LT lUTILITY 14.44348383 TWIN FALLS COUNTY U ACCESS POINT ID:1100-015 DOC#:2006014492 U 11 \ \/ f� � GR/GB:N/ISO:N 1 ' C cL Q P 3+21 PLACE NEW \ I A 30+60 PLACE NEW �,.. 7 14"OX24"AXS 400 LT DUTY HH A G 14"OX24"AXS 400 LT DUTY HH AT T GAF 042.58577358,-114.44498369 I 042.58580917,-114.44330189 PREPARED FOR: ACCESS POINT ID:1100-013-1.1 ACCESS POINT ID:1100-016 GR/GB:Y/ISO:Y ► G \ GR/GB:N/ISO:N ' 3 F — UTILITY EASEMENT \ .- j 3 L:49' TWIN FALLS COUNTY ( ) DOC#:2006014492 ETILSON � � DB 1 1 25 T:(207(591-6427 F:(207)772-3427 \ r info@filsonfech.com REVISIONS t I W DATE I DESCRIPTION INITIAL 3 02/17/23 INITIAL SUBMISSION RNC Gc: I W m - `I SCALE — — SIZE B SHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C07 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C9 GAINE W WATTEER MAIN SEWER O 15'UTILITY EASEMENT L:137' -se PTOR OWER DLI EIN B TWIN FALLS COUNTY 15'UTILITY EASEMENT ILn \ DOC#:2006014492 DB(1)1'25" TWIN FALLS COUNTY ELECTRIC HANDHOLE QELECTRIC VAULT 4V& DOC#:2006014492 ELECTRIC METER m ELECTRIC CABINET 4 F 1+14 F 2+38/G 1+05 ® ELECTRIC MANHOLE M \ TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE \ L.238' 20 L.1D4 DB(1 DB(2)1.25"' ® SEWER VALVE ® GAS VALVE r )1.25" i ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE R - COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE 0 UTILITY POLE - -- - 'M CATCH BASIN CULVERT C F 3+42/G 0+00/H 0+00 PLACE NEW 14"GX24"AXS 400 LT DUTY HH AT 042.58752526,-1 14.44285555 _ ACCESS POINT ID:1100-019-1 NGR/GB:Y/ISO:Y N W / - m 20'UTILITY EASEMENT W s" TWIN FALLS COUNTY DOC#:2006014492 p A 40+10 w I PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 m info@filsonfech.com a REVISIONS m A 39+01 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 3i 0 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C7 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C08 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 10 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE 3 IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET A 48+43 PLACE NEW L:16' 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" A 50+G3 ® ELECTRIC MANHOLE 042.58848531,-1 14.44490440 L.29' TRANSFORMER LIGHT POLE ACCESS POINT ID:I 100-022 DB(2)1.25" GR/GB:N/ISO:N A 50+26 3 O O A 48+14/A 48+73 L.272' $ SEWER MANHOLE G GAS MANHOLE DB(1)1.25" X ® SEWER VALVE ® GAS VALVE a Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER DB(1)1.25" O DRAINAGE MANHOLE 0 UTILITY POLE . - r7 CATCH BASIN CULVERT ati FC41 40.0 M W W fzl R/W R/W AL Lf) Fit LJ U/E U/E �( N A 46+03 CAI � 14"OX24"AXS 400 LT DUTY HH AT rn T' A 45+18 PLACE NEW 042.58833598,-1 14.44479845 14"OX24"AXS 400 LT DUTY HH AT LJ J ACCESS POINT ID:1100-021 15 UTILITY EASEMENT 042.58827086,-114.44393421 u I w GR/GB:N/ISO:N ` TWIN FALLS CO UNTY ACCESS POINT ID:1100-020 w si. - DOC#:2006014492 �, GR/GB:N/ISO:N U) O I 10'UTILITY EASEMENT _"_ r T I I COUNTY OC#:200 0114492 LU 21 A 4+19 M/a r TWIN FALLS COUNTY 4 / G PLACE NEW Q 10'UTILITY EASEMENT DOC#:2006014492 C � 14"'OX OX24"AXS 400 LT DUTY HH AT-114.443154 042.5878796, TWIN FALLS COUNTY �\ ACCESS POINT ID:1100-01948.1 DOC#:2006014492 S 1+52 PLACE NEW / \ GR/GB:Y/ISO:Y " 14"OX24"AXS 400 TIER 8 HH AT C / \ PREPARED FOR: "042.58780634,-1 14.44461337 L:229' I/ ACCESS POINT ID:#1100-019.1 / DB(1)1.25" GR/GB:Y/ISO:Y <- 20'UTILITY EASEMENT / ETILSON � / TWIN FALLS COUNTY 3/fl DB(1)1.25" DOC#:2006014492 3 T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com REVISIONS �g A 43+ - DATE DESCRIPTION INITIAL 03 TF�p A 42+89/F 0+00/S 0+00 PLACE NEW C G 1+86 02/17/23 INITIAL SUBMISSION RNC IFpR 14"OX24"AXS 400 LT DUTY HH AT 3 042.58766001,-114.44408285 ACCESS POINT ID:1100-019 \ GR/GB:Y/ISO:Y I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 8 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C09 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 11 GAINE W WATTEER MAIN SEWER VILLAGE SD STORM DRAIN PARK AVE. -E POWER LINE ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET D 1+02 ® ELECTRIC MANHOLE % TRANSFORMER D 1+88 LIGHT POLE A 54+44 I O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER \� / © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `hl' WATER METER I OD DRAINAGE MANHOLE Q UTILITY POLE / �I / •, CATCH BASIN CULVERT L:404' DB(1)1.25" 0 Lu Was cis � cz, ss DB(1)1.25" E 0+84 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT A 52+33 L:60' 042.58897768,-1 14.44335900 1 \ DB(1)1.00" ACCESS POINT ID:#1100-023-1.1 w«I L:73' GR/GB:N/ISO:N PREPARED FOR: DB(1)1.00" ti DB CANON VILLAGE CIR.�w D(1)1.25" 0 ETILSON A 51+44/C 0+00 PLACE NEW W L:108 T:(207)fo@til27 F:(207)772-3427 14"OX24"AXS 400 LT DUTY HH AT nfo@fil 042.58879960,-114.44418010 info@tilsontech.com ACCESS POINT ID:1100-023 REVISIONS GR/GB:Y/ISO:Y �� L:197' DATE DESCRIPTION INITIAL I C 0+93 —C 2+30/E O+3 J -- DB(1)1.25" ter.• 02/17/23 INITIAL SUBMISSION RNC L:5' C 1+97/E 0+00 PLACE NEW C 3+05 PLACE NEW 46 'DB(1)1.00" C 0+70 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.58883599,-1 14.44347780 042.58883665,-1 14.44307636 I ACCESS POINT ID:#1100-023-1 L:33' ACCESS POINT ID:#1 100-023-2 GR/GB:Y/ISO:Y DB(2)1.25" GR/GB:N/ISO:N SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C9 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C10 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 12 GAS'S W WATTEER MAIN SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET L:348' ELECTRIC MANHOLE DB(1)1.25" ® LIGHT POLE TRANSFORMER \ U O SEWER MANHOLE © GAS MANHOLE \ ® SEWER VALVE ® GAS VALVE \ Q TRAFFIC SIGNAL GAS METER I © COMM MANHOLE ® WATER VALVE \ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER A 58+77 O DRAINAGE MANHOLE C-Q)UTILITY POLE IID CATCH BASIN CULVERT 3 'S7 A 57+85 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT j 042.59027547,-114.44324902 U " ACCESS POINT ID:#1100-025 GR/GB:N/ISO:N c A 57+15 I Lu _" "a L:238' DB(1)1.25" 1 I PREPARED FOR: O I / L I w S ETILSON A 55+48/D 0+00 PLACE NEW T:(207(591-6427 F:(207)772-3427 14"OX24"AXS 400 LT DUTY HH AT nfo@}ilsoniech.com 042.58982431,-1 14.44364632 d\ REVISIONS ACCESS POINT ID:1 100-024 GR/GB:Y/ISO:Y DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC VllIAtFP'1RK : SCALE SIZE B SHEET:1"—50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C11 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeCaI 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_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ■■■ ■■■■■. 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 POLE LINE RD —E POWER LINE ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET R/W R/W R/W \ ® ELECTRIC MANHOLE jR/W R/W LIGHT POLE TRANSFORMER - \ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER \ © COMM MANHOLE ® WATER VALVE STORMWATER © COMM HANDHOLE HYDRANT \ POND ® COMM PEDESTAL Q WATER METER m O DRAINAGE MANHOLE �)UTILITY POLE — ® CATCH BASIN CULVERT I A 3 I 1 si+ L:60' \ d DB(1)1.1 A 62+11 PLACE NEW `L 14"GX24"AXS 400 LT DUTY HH AT 042.591 16143,-1 14.44393030 ACCESS POINT ID:I 100-026.1 GR/GB:Y/ISO:Y \ A 61+33 PLACE NEW µ w 14"OX24"AXS 400 TIER 8 HH AT I 042.59116933,-114.44364062 ACCESS POINT ID:#1100-026 ■ "'""' GR/GB:N/ISO:N -„Mn wry . \ PREPARED FOR: L.25 - STO R POND ETILSON j POND T:(207(591-6427 F:(207)772-3427 \ info@filsonfech.com RIB REVISIONS \ DATE DESCRIPTION INITIAL / 02/17/23 INITIAL SUBMISSION RNC R/W f - \ A 60+07 ---- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC I C12 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 14 GAS LINE W WATER MAIN SEWER —SD STORM DRAIN L.134' —E POWER LINE DB(1)1.25 F //RIVERBEND PL R/W / E] ELECTRIC HANDHOLE QELECTRIC VAULT w B 8+71 l 3/n / ELECTRIC METER m ELECTRIC CABINET \ \ \ ELECTRIC MANHOLE c g 8+28 PLACE NEW � J \ ® � TRANSFORMER 14"OX24"AXS 400 LT DUTY HH AT /� j\ LIGHT POLE 042.58742573,-1 14.44965286 - ACCESS POINT ID:1101-004 QS SEWER MANHOLE © GAS MANHOLE c GR/GB:N/ISO:N Z) T\T ® SEWER VALVE ® GAS VALVE 3/n '_ I ❑n TRAFFIC SIGNAL GAS METER 7.5'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY PLACE NEW 7.5'UTILITY EASEMENT © COMM HANDHOLE HYDRANT U/E DOC#:2008013451 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY ® COMM PEDESTAL Q WATER METER 042.58730043,-114.44860470 c DOC#:2008013451 A ACCESS POINT ID:1101-003-2 T OD DRAINAGE MANHOLE C UTILITY POLE AJ 1±15 GR/GB:N/ISO:N I , cm CATCH BASIN CULVERT 3/n Fri U/E-- i DB 3/n L:1 S, X 0+00 PLACE NEW U/E B 7+48 I DB(1)1.25" 1 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT n 14"OX24"AXS 400 LT DUTY HH AT L:206' 821576 QD — 4 042.58730043,-114.44909552 ACCESS , ID:11 1-003-3 DB(1)1.00" I �Q N in ACCESS POINT ID:I 101-003-1 ACCESS POINT GB:Y 1 ISO:Y U GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y TI' 3 AJ 0+55 7.5'UTILITY EASEMENT B 7+30/AJ 0+00 PLACE NEW TWIN FALLS COUNTY c w Z d14 w14"OX24"AXS 400 LT DUTY HH AT 7.5'UTILITY EASEMENT DOC#:2003023457m Ill -w 042.58716901,-114.44961441 TWIN FALLS COUNTY ACCESS POINT ID:1101-003 DOC#:2003023^57 LI_I GR/GB:Y/ISO:Y L:17ODB(1)1.25" 3/n /n /n CQ �, W Q 11 1 G 7.5'UTILITY EASEMENT Z TWIN FALLS COUNTY R/W — i R/wW DOC#:2003023457 _ R/ R/W PREPARED FOR: z 7.5'UTILITY EASEMENT _3/n U/E 3/n ' O TWIN FALLS COUNTY i DOC#:2003023457 q B 5+53 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW T I L 5 0 N 042.58670362,-1 14.44979904 / ' 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:1101-002 / c 042.58659280,-114.44781430 GR/GB:N/ISO:N I ACCESS POINT ID:I 101-001-4 T:(207)591-6427 F:(207)772-3427 3 / w GR/GB:N/ISO:N info@filsonfech.com AG 1+g2 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT REVISIONS n 7.5'UTILITY EASEMENT PLACE NEW 7.5'UTILITY EASEMENT PLACE NEW DATE DESCRIPTION INITIAL 042.58659280,-114.44929490- TWIN FALLS COUNTY " TWIN FALLS COUNTY ACCESS POINT ID:I 101-001-1 14"OX24"AXS 400 LT DUTY HH AT 14OX24"AXS 400 LT DUTY HH AT 02/17/23 INITIAL SUBMISSION RNC DOC#:2003023457 042.58659280,-1 14.448871 10 DOC#:2003023457 042.58658885,-1 14.44835080 _ GR/GB:Y/ISO:Y ACCESS POINT ID:1101-001-2 ACCESS POINT ID:1101-001-3 L:85' AG 1+OS I GR/GB:N/ISO:N GR/GB:N/ISO:N DB(1)1.25" — SCALE AG 0+87 U E 3 n SIZE B SHEET:1"=50' MATCH TO SHEET #C3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB-DB- PROPOSED DIRECTIONAL BORE ... •..... 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 U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE _ ! © COMM HANDHOLE HYDRANT - -� ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE M/N W M/N M/N M/N M/8 M/N FM CATCH BASIN CULVERT CHEYNEY DR W W B 12+63 I L.() R W R/W ; R/W R/W W R/W Ln U/E N U `� I \ B 12+16 PLACE NEW U/E U/E /E U 00 14"GX24"AXS 400 LT DUTY HH AT I 042.58820079,-1 14.45018936 L ° I ACCESS POINT IDa 101-006 7.5'UTILITY EASEMENT L r Q TWIN FALLS COUNTY r Lu GR/GB:N/ISO:N DOC#:2018019372 Lij ° LJJL U -14=16 =�s =z 7.5'UTILITY EASEMENT AL 0+00 PLACE NEW AL 0+80 PLACE NEW. _ 14"GX24"AXS 400 LT DUTY HH AT 03 ° „ (f� TWIN FALLS COUNTY 14"9�X24"AXS 400 LT DUTY HH AT PLACE NEW PLACE NEW � _°, 3 rf- DOC#:2018019372 042.58802568,-1 14.44952237 042.58802533,-1 14.44922461 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT O W ACCESS POINT ID:1 101-003-10.1 ACCESS POINT ID:1101-003-10 042.58802355,-114.44863424 042.58802528,-114.44811822 GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y _ ACCESS POINT ID:1101-003-9 ACCESS POINT ID:I 101-003-8 F—• U GR/GB:N/ISO:N GR/GB:N/ISO:N u /U w n U/ 3/fl 3/fl C ..,.. # G D(1)1.25" L:253' DB(1)1.25" PREPARED FOR: 7.5'UTILITY EASEMENT 7.5'UTILITY EASEN—\iT B 10+91 TWIN FALLS COUNTY J\/ TWIN FALLS COUNTY B 10+2 DOC#:2008013451 PLACE NEW DOC#:2008013451 14"GX24"AXS 400 LT DUTY HH AT I G I w 042.58780730,-114.44912556 w / ACCESS POINT ID:1101-003-11 I T I L S O N 7.5'UTILITY EASEMENT GR/GB:N/ISO:N TWIN FALLS COUNTY l/je U E C T:(207(591-6427 F:(207)772-3427 DOC#:2008013451 / I� info@filsonfech.com ul- REVISIONS B 9+62 PLACE NEW G� : (� \ J DATE I DESCRIPTION INITIAL 14"GX24"AXS 400 TIER 8 HH AT m 02/17/23 INITIAL SUBMISSION RNC 042,58774432,-1 14.44980977 U/F Al/a ACCESS POINT ID:#1101-005 �� RIVERBEND PL \ GR/GB:N/ISO:N RIVERR GE ST :D B 9+20 SCALE 3 w I y1j SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C14 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB-DB- PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER -R/W- RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 18 bib GAINE W WATTEER MAIN SEWER B 19+90 PLACE NEW L:360' -SD STORM DRAIN B 15+76/AA 0+00 PLACE NEW -E POWER LINE 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" [] ELECTRIC HANDHOLE Q ELECTRIC VAULT L:5' UGR/GB: 42.58854982,-1 14.45251260 L:414' 042.58851376,-1 14.45097631 DB(1)1.00" CCESS POINT ID:1101-009 DB(1)1.25" AA 1+63 ELECTRIC METER m ELECTRIC CABINEr L:87' L:79 ACCESS POINT ID:1101-008 N/ISO:N ELECTRIC MANHOLE DB(1)1.00" DB(1)1.00" GR/GB:Y/ISO:Y L.6 U TRANSFORMER R/W � � y DB(1)1.00" LIGHT POLE DB R/W AA 1+31 O$ SEWER MANHOLE © GAS MANHOLE DB /W ��•••;;;{{{ DB W ® SEWER VALVE ® GAS VALVE y' 0 TRAFFIC SIGNAL GAS METER AA 0+05 I © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE - _ /8 '7Tl CATCH BASIN CULVERT R/W M L:82' f— Y 3+48 _ DB(1)1.25" Y 4+26/Z 0+74 DB R/W RR/W —� U/E L:299' 1 L:740'UTILITY EASEMENT ' DB(1)1.25" TWIN FALLS COUNTY L.200' ; B 14+78/B 14+99 DB(1)1 25" i--1 U \ DB(2)1.25" DO('4:2002007883 DB(1)1.25" L:16' m Y 2+00 PLACE NEW DB(2)1.25" TWINUTILITY EASEMENT 14"OSX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT m TWIN FALLS COUNTY 042.58832523,-114.45177896 TWIN FALLS COUNTY C9 L DOC#:2002007883 B 14+94/Y 0+00 PLACE NEW r ACCESS POINT ID:1101-007-1 DOC#:2001006816 � w GR/GB:N/ISO:N 14"OJX24"AXS 400 LT DUTY HH AT Lu w Y 5+00/Z 0+00 PLACE NEW 042.58833279,-114.45103464 w s, ACCESS POINT ID:1101-007 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y (f� 042.58815737,-1 14.45262385 I ACCESS POINT ID:1101-007-2 O GR/GB:Y/ISO:Y un �� a W m C( Q I c PREPARED FOR: 1 1 WATERFALL CT m I / AD 5+08 PLACE NEW AC 1+38 PLACE NEW 14"�dX24" AB 0+00 PLACE NEW T I L S O N 14"GX24"AXS 400 TIER 8 HH AT AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.58775518,-1 14.45204628 , I 04258777690,-1 14.45098279 042.58776308,-1 14.451 12897 . � T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:#1101-007-14.1 ACCESS POINT ID:#1101-007-13.1 ACCESS POINT ID:#1101-007-12.1 PLACE NEW � infoCs�filsonfech.com 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y 042.58779599,-1 14.45263460 REVISIONS ACCESS POINT ID:1101-007-3 3 DATE DESCRIPTION INITIAL c GR/GB:N/ISO:N 02/17/23 INITIAL SUBMISSION RNC L:101' m L:97' DB(1)1.25" DB(1)1.25" L:96' DB(1)1.25" SCALE w a c SIZE B SHEET:1"=50' MATCH TO SHEET #C28 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C15 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 17 GAINE W WATTEER MAIN SEWER B 26+74 SD STORM DRAIN /!1 K/W R/W 15'UTILITY EASEMENT r 3/n —E POWER LINE DB —R/W TWIN FALLS COUNTY E] ELECTRIC HANDHOLE QELECTRIC VAULT B 26+94 R DOC#:2016008749 2 ELECTRIC METER m ELECTRIC CABINET R 3 /W DB(1)1.25" ® ELECTRIC MANHOLE R W TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER / ----- W- _ © COMM MANHOLE ® WATER VALVE R/W © COMM HANDHOLE HYDRANT / -R/W 1 M ® COMM PEDESTAL Q WATER METER / U 1 O DRAINAGE MANHOLE C-0)UTILITY POLE B 25+64 PLACE NEW _ 14"OX24"AXS 400 TIER 8 HH AT — U/f` / W DB ® CATCH BASIN CULVERT 042.58859590,-114.45464406 B 22+71 PLACE NEW Z lvjt ACCESS POINT ID:#1 101-01 1 + 3 GR/GB:Y/ISO:N 14"OX24"AXS 400 LT DUTY HH AT ' Z 2+91 PLACE NEW 042.58857023,-1 14.45355866 14"OX24"AXS 400 LT DUTY HH AT L:291' ACCESS POINT ID:I 101-010 042.58840816,-114.45342047 DB(1)1.25" * GR/GB:N/IS N ACCESS POINT ID:1101-007-2.1 B GR/GB:Y/ISO:Y rl � AF 7+94 PLACE NEW 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT * TWIN FALLS COUNTY 042.5881 1722,—1 14.45467843 y DOC#:2003012464 \ ACCESS POINT ID:1 101-007-6.1 e "` GR/GB:Y/ISO:YLij — r' W -14 E�9� 15'UTILITY EASEMENT ss TWIN FALLS COUNTY •~ \ _ 1 "" ( '^�� DOC#:2003012464 AF 4+93 — f PREPARED FOR: AF 5+98 L:205' L:273' TILSON DB(1)1.25" AF 3+17 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT T:(207(591-6427 F:(207)772-3427 AF 6+46 042.58770038,-1 14.45344640 info@tllsontech.com ACCESS POINT ID:#1101-007-5 AF 5+90 PLACE NEW GR/GB:N/ISO:N REVISIONS 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT DATE DESCRIPTION INITIAL 042.58777303,-114.45415190 TWIN FALLS COUNTY \ 02/17/23 INITIAL SUBMISSION RNC ACCESS POINT ID:1101-007-6 DOC#:2003012464 ---- GR/GB:N/ISO:N \ AF 3+57 � � SCALE <01 SIZE B SHEET:1"=50' MATCH TO SHEET #C27 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 UTRANSFORMER W LIGHT POLE OS SEWER MANHOLE © GAS MANHOLE low, ® SEWER VALVE ® GAS VALVE DB M/21 DB _M/a DB M ❑TS TRAFFIC SIGNAL GAS METER B 30+39 M LI © COMM MANHOLE ® WATER VALVE B 31+44 PLACE NEW E E /E U/E © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT MPG _ . ® COMM PEDESTAL hl WATER METER � 042.58955561,-114.45462796 L'222 DB(1)1.25" T) DRAINAGE MANHOLE UTILITY POLE ACCESS POINT ID:1101-012 DB(1)1.25" 15'UTILITY EASEMENT �D \ — GR/GB:N ISO:N TWIN FALLS CO _ B 35+06 PLACE NEW CATCH BASIN CULVERT B 30+02 / COUNTY B 33+66 PLACE NEW �� T t DOC#:2016008749 14"OX24"AXS 400 LT DUTY HH AT 14"(dX24"AXS 400 LT DUTY HH AT L:140' J i 042.58954508,-114.45380363 DB(1)1.25" ACCESS POINT ID:1101-013.1 ACCESS POINT ID:1101-013 m GR/GB:N/ISO:N GR/GB:N/ISO:N 150' I co r � ar IL L127 WCl s, 3/n � F--U/E n 3/n L:5807 ". DB(1)1.25" 00 Q E W .... PREPARED FOR: m ' 15'UTILITY EASEMENT I ,� T I L S O N TWIN FALLS COUNTY DOC#:2016008749 \ - T:(207(591-6427 F:(207)772-3427 info@filsonfech.com \ I REVISIONS DATE I DESCRIPTION INITIAL �l 02/17/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 r SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE I� U TRANSFORMER M LIGHT POLE { O SEWER MANHOLE © GAS MANHOLE 1 ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER + © COMM MANHOLE ® WATER VALVE B 36+37 PLACE NEW 0 © COMM HANDHOLE HYDRANT 14"GX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL Q WATER METER 042.58954277,-1 14.45279423 O DRAINAGE MANHOLE 0 UTILITY POLE ACCESS POINT ID:1101-013.2 ® CATCH BASIN CULVERT GR/GB:Y/ISO:Y Ap J 154 z - I z AA 3+60 PLACE NEW i I I 14"OX24"AXS 400 LT DUTY HH AT w 042.58913344,-1 14.45043198 " w ACCESS POGR/GB,Y ISO:Y sie 2 czz czz co = IB(1)1.00" + 1 u W W W ( w I PREPARED FOR: 3 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com w REVISIONS o DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C18 OF C28 0 NOTES: DIGL I NEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN 6.AOeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 U TRANSFORMER LIGHT POLE O COMM PEDESTAL WATER METER SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER l7 � � COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® Q O DRAINAGE MANHOLE �)UTILITY POLE 'm CATCH BASIN CULVERT I 3 1�1 i w , - �,9 Lu - 11, fir jm� PREPARED FOR: AK 0+87 PLACE NEW ETILSON 14"9�X24"AXS 400 TIER 8 HH AT iT T:(207)fo@tilsoniech.com 27 F:(207)772-3427 042.58981405,-1 14.44195709 ACCESS POINT ID:#1100-024-2 info@tilsontech.com N/ISO:N AK 2+93 PLACE NEW I REVISIONS 14"OX24"AXS 400 TIER 8 HH AT L:43' L:206' 042.58978640,-1 14.44119534 DATE I DESCRIPTION INITIAL DB(1)1.25" DB(1)1.25" ACCESS POINT ID:#1100-024-2.1 I 02/17/23 INITIAL SUBMISSION RNC AK 2+10 GR/GB:Y/ISO:Y M/b M/M ---- M 5 MIN W as SCALE VILLAGE PARK AVE. W _ SIZE B SHEET:1"=50' MATCH TO SHEET #C20 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C19 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C19 GAS'S W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT DB W -DB R/W DB R ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE R/ TRANSFORMER LIGHT POLE L:416' DB(1)1.00" D 4+61 /AK 0+44 - -R/W O O _ � $ SEWER MANHOLE G GAS MANHOLE DB(1)1.25" D 6+11 PLACE NEW SEWER VALVE ® GAS VALVE D 4+16/AK 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT Q TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 TIER 8 HH AT 042.58969096,-1 14.44140098 © COMM MANHOLE ® WATER VALVE 042.58969886,-114.44212428 L'150 ACCESS POINT ID:#1 100-024-1.1 _ ACCESS POINT ID:#1100-024-1 DB(1)1.25" © COMM HANDHOLE HYDRANT GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y I• COMM PEDESTAL `v' WATER METER DRAINAGE MANHOLE �)UTILITY POLE DB(2)1.25" Tl ® CATCH BASIN CULVERT O $k w ��, �,a w — s1, E 2+83 PLACE NEW Q 14"OX24"AXS 400 LT DUTY HH AT C 10+87 PLACE NEW C 8+87 PLACE NEW I 1 14"OX24"AXS 400 LT DUTY HH AT 14'OX24"AXS 400 TIER 8 HH AT C ACCESS POI ,-114.44261916 G 042.58897472,-1 14.44187395 042.58897505,-1 14.441 13455 ACCESS POINT ID:1100-023-1.2 - w« GR/GB:Y/ISO:Y ACCESS POINT ID:1 100-023-5.2 ACCESS POINT ID:#1100-023-5.1 n. GR/GB:Y/ISO:Y ML:199, GR/GB:N/ISO:N I PREPARED FOR: DB(1)1.25" ' M/21 M/8 M/21 M/b so DB � � it � I CARTON VILLAGE CIR. ' T' l . ETILSON L;51' T:(207(591-6427 F:(207)772-3427 W info@filsonfech.com C 4+13 �—C 4+37 L:115' W DB(1)1.25" DB(1)1.25" I REVISIONS Da 4� DATE DESCRIPTION INITIAL C4+pg y �� 02/17/23 INITIAL SUBMISSION RNC 14"OX243AX 400 LTD TY HH T 14 0425 88 9 8,-1 D.4 18 2 6 L:191 14 042.5888 5 7, 1D.441336 / { 042.58883534,-1 14.44226812 ACCESS POINT ID:1100-023-4 DB(1)1.25" ACCESS POINT ID:1100-023-5 - L.226 ACCESS POINT ID:1100-023-3 DB(1)1.25" GR/GB:N/ISO:N GR/GB:N/ISO:N / SCALE GR/GB:N/ISO:N f R/W SIZE B SHEET:1"=50' MATCH TO SHEET #C21 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C20 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C20 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE \� O SEWER MANHOLE © GAS MANHOLE tS y ® SEWER VALVE ® GAS VALVE M/a M/a M/a ❑T$ TRAFFIC SIGNAL GAS METER 5 © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0/UTILITY POLE ® CATCH BASIN �\CULVERT W W W W } R/W R/W R/W R/W R/W , � U/E U/E s U U/E 12 L u Lu U) i Ea u 121 10'UTILITY EASEMENT ,. U H 2+45 PLACE NEW 3/n TWIN FALLS COUNTY L M/ 1 DOC#:2006014492 r 14"QX24"AXS 400 LT DUTY HH AT y F 8+50 PLACE NEW \ ! a Q 042.58788895,-114.44254852 14 OX24 AXS 400 LT DUTY HH AT 0 ACCESS POINT ID:1 100-019-1-1. / 042.58788631,-114.44156974 GR/GB:N/ISO:N F 9+51 PLACE NEW ACCESS POINT ID:1 100-019-2 r 14"OX24"AXS 400 LT DUTY HH AT -•• � " GR/GB:N/ISO:N 042.58788039,-1 14.44119557 PREPARED FOR: ACCESS POINT ID:I 100-019-2.1 - DB(1)1.25" - \ GR/GB:Y/ISO:Y T m -D _ H 3+45 PLACE NEW / T I L S O N 14"OX24"AXS 400 TIER 8 HH AT G / 042.58788565,-1 14.44217659 \ 10'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 F\ ACCESS POINT ID:#1100-019-1-1.1 TWIN FALLS COUNTY info@tllsontech.com GR/GB:Y/ISO:Y f \ �� DOC#:2006014492 I REVISIONS L:139' L:101' DATE I DESCRIPTION INITIAL DB(1)1.25"' L:32' F8+00 DB(1)1.25" 02/17/23 INITIAL SUBMISSION RNC DB(1)1.00" dik SCALE A SIZE B SHEET:1"=50' MATCH TO SHEET #C22 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C21 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE M ATC H TO SHEET #C 21 GAINE W WATTEER MAIN SEWER 5D STORM DRAIN 15'UTILITY EASEMENT ;)OC ITY EASEMENT m \ —E POWER LINE TWIN FALLS COUNTY ALLS COUNTY m E] ELECTRIC HANDHOLE QELECTRIC VAULT DOC#:2006014492 :2006014492 \ �o - 9. 1I\ //////� ELECTRIC METER m ELECTRIC CABINET F 4+48/H 1+06 F 7+13 \ 3/n / ® ELECTRIC MANHOLE �y —77' - IH/a �/ ` / U TRANSFORMER — _Jt` M/a LIGHT POLE DB O SEWER MANHOLE © GAS MANHOLE L:107' "� � L:402' ® SEWER VALVE ® GAS VALVE DB(2)1.25 DB(1)1.25" - H1 N1 ❑n TRAFFIC SIGNAL GAS METER . • -m _ © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER R/W R/W R/W O DRAINAGE MANHOLE 0 UTILITY POLE E \ "M CATCH BASIN CULVERT /E /E U/E U/E U/E Lu 00 Lu s, 127 c. oa r � m PREPARED FOR: i 70 S�� • _ a_ i. •- mo � ETILSON I I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com m REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C23 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C22 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C22 GAINE W WATTEER MAIN SEWER SD STORM DRAIN —E POWER LINE a IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE 1 U TRANSFORMER _ LIGHT POLE A T I I O$ SEWER MANHOLE © GAS MANHOLE L.7' C ® SEWER VALVE ® GAS VALVE m c DB(1)1.00" ❑n TRAFFIC SIGNAL GAS METER m A 33+36 PLACE NEW © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 LT DUTY HH AT R 2+16 PLACE NEW © COMM HANDHOLE HYDRANT 042.58625087,-1 14.44284726 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT ACCESS POINT ID:I 100-018 L:9' 042.58624503,-114.44148641 TWIN FALLS COUNTY' ® COMM PEDESTAL Q WATER METER DB 1 1.00" ACCESS POINT ID:1100-017-3.1 DOC#:2006014492 D DRAINAGE MANHOLE UTILITY POLE GR/GB:N/ISO:N ( ) O �Q� / GR/GB:Y/ISO:Y fTTI CATCH BASIN CULVERT A L:52' DB(1)1.25" 7B(.1 I.25" U Lr ) 4 -Aw.,,.., J 0+95—,�F • Lu R/ K 1+30 — _K 3+15/R 1+69--/ a w J 1+08 W - - K 3+33/R 1+52 \ s, A 32+84/J 0+00 PLACE NEW 0: K 0+92 3/n O 14"OX24"AXS 400 LT DUTY HH AT L:315' L:119' 3 10'UTILITY EASEMENT L 042.58610816,-114.44284300 DB(1)1.25" DB(2)125" TWIN FALLS COUNTY .• r Ft ACCESS POINT ID:1100-017 I DOC#:2006014492 i_ T GR/GB:Y/ISO:Y m U L:210' c c I y i •. \ 1 DB(1)1 m .25" 10'UTILITY EASEMENT 10'UTILITY EASEMENT Q _ I TWIN FALLS COUNTY J 2+10 PLACE NEW TWIN FALLS COUNTY C DOC#:2006014492 G 14"OX24"AXS 400 LT DUTY HH AT I DOC#:2006014492 Tf+ 042.58580242,-114.44245822 I D(1)1.25" ACCESS POINT ID:1100-017-1 PREPARED FOR: GR/GB:N/ISO:N R 0+00 PLACE NEW J 2+60/K 0+00 PLACE NEW K 4+33/R 0+51 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.58580209,-114.44124809 w I T I L 5 0 N 3 042.58580061,-114.44227416 ACCESS POINT ID:1100-017-3.2 \ L:50' ACCESS POINT ID:1100-017-2 ACCESS POI , ID:11 0-017-3 s DB 1 1.25" 3 ACCESS POINT ID:I 100-017-3 GR/GB:Y/ISO:Y ( ) GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y 3: 3 I T:(207(591-6427 F:(207)772-3427 \ info@filsonfech.CoM 10'UTILITY EASEMENT _ I REVISIONS TWIN FALLS COUNTY "� c DOC#:2006014492 c I � m DATE DESCRIPTION INITIAL m I J 02/17/23 INITIAL SUBMISSION RNC SCALE — SIZE B SHEET:1"=50' MATCH TO SHEET #C24 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C23 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 2 3 GAINE W WATTEER MAIN SEWER SD STORM DRAIN .Zl —E POWER LINE L.218 Z IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET \ I I ® ELECTRIC MANHOLE LEI TRANSFORMER 5+85 \ I LIGHT POLE\ J J 4+22 y O$ SEWER MANHOLE © GAS MANHOLE /} ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE ■ r \C 10'UTILITY EASEMENT © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY ® COMM PEDESTAL Q WATER METER 7 3/0 4 5, \ DOC#:2006014492 O DRAINAGE MANHOLE C-0)UTILITY POLE ` [M CATCH BASIN >--\CULVERT U/E /E K 7+46 PLACE NEW \ J 4+77 PLACE NEW 5' 14"OX24"AXS 400 LT DUTY HH AT 5 14"OX24"AXS 400 LT DUTY HH AT �� 042.58524059,-1 14.441 16137 042.58521496,-114.44218450 ACCESS POINT ID:1100-017-3.4 J 5+78 PLACE NEW \ \ ACCESS POINT ID:1 100-017-2.1 GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N U 042.58522053,-1 14.44255920 I ) ACCESS POINT ID:1100-017-2.2 (7 L 101 L:101' w.,"•, GR/GB:Y/ISO:Y �F DB(1)1.25" �f1 DB(1)1.25" LLI 10'UTILITY EASEMENT K 6+45 PLACE NEW m a �J J TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DON#:2006014492 042.58524157,-1 14.44153688 s, ACCESS POINT ID:1 100-017-3.3 U) GR/GB:N/ISO:N °" O 3 fl U/E M/8 M/8 M/8 M/N U — W r PREPARED FOR: R/W R/W /W — - R/W ETILSON \ T:(207(591-6427 F:(207)772-3427 I I info@filsonfech.com �-- REVISIONS I DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC YAM a SCALE y� SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C24 OF C28 0 NOTES: DIGL I NEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE _W_ W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER " © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER — M M/a M/a M/a M/a OD DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT W CHEYNEY DR W W W � W W R/W R/W R/W R/W — R/W U U/E _ —U/E l 3/n - 3/n w.,,.., I U 1+56 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT ' L. 68' 042.58806013,-1 14.44609023 w w L.61)1.00" ACCESS POINT ID:#1101-001-10.2 w GR/GB:N/ISO:N w - • _... 6 s s14 � � Cz PLACE EW 14"O 24'NA S 400 LT DUTY HH AT 042.58801818,-114.44774044 W 1+12 PLACE NEW ACCESS POINT ID:I 101-003-7 �PLACE NEW 14"OX24"AXS 400 TIER 8 HH Al L:69' 15'UTILITY EASEMENT 0 GR/GB:N/ISO:N I 14"OX24"AXS 400 LT DUTY HH AT 042.58801706,-114.44675110 U/ DB(1)1.25" ILLS COUNTY O " ", «2 TWIN FA L '•G°�"' 042.58802484,-114.44744032 ACCESS POINT ID:#1101-001-10.1 r :2018019372 ACCESS POINT ID:1 101-003-6 .GR/GB:Y/ISO:Y DOC# • GR/GB:N/ISO:N c C I y U 2+26 PLACE NEW h G \ 14"OJX24"AXS 400 LT DUTY HH G L:112' 042.58800747,-1 14.44585710 wy DB(1)1.25" ACCESS POINT ID:1101-001-10.3 PREPARED FOR: 7.5'UTILITY EASEMENT I \ \� L:156 �� I GR/GB:Y/ISO:Y w ' TWIN FALLS COUNTY DB(1)1.25"' T DOC#:2008013451 I J 0+35 C ETILSON PLACE NEW ��y GAG w/ T:(207(591-6427 F:(207)772-3427 14"O)X24"AXS 400 LT DUTY HH AT 9r pQ R� info@tllsontech.com 042.58782633,-114.44743804 p �� 0 Q�� / _ REVISIONS ACCESS POINT ID:I 101-003-5 GR/GB:N/ISO:N DATE DESCRIPTION INITIAL F \V 0+68 PLACE NEW T 3+87/U 0+00/V 0+000/W 0+00 02/17/23 INITIAL SUBMISSION RNC � I m 14"SdX24"AXS 400 LT DUTY HH AT PLACE NEW ---- 14"OX24"AXS 400 LT DUTY HH AT I 042.58764OIN-I 1101 70059 \ L:68' 042.58776786,-114.44651044 ACCESS POINT ID:B N/ISO:N DB(1)1.25" O� ACCESS POINT ID:1101-001-10 GR/GB:N/ISO:N SCALE GR/GB:Y/ISO:Y SIZE B SHEET:1"=50' MATCH TO SHEET #C26 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C25 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C25 GAINE W WATTEER MAIN SEWER SD STORM DRAIN L:140'V 0+82 —E POWER LINE � \ DB(1)1.25" / 10'UTILITY EASEMENT � ELECTRIC HANDHOLE ELECTRIC VAULT TWIN FALLS COUNTY ELECTRIC METER m ELECTRICCABINE U, - DOC#:2006014492 ® ELECTRIC MANHOLE \ G 1 T 2+47 PLACE NEW LIGHT POLE TRANSFORMER 14"OX24"AXS 400 TIER 8 HH AT T 0+82 QS SEWER MANHOLE © GAS MANHOLE 042.58747951,-1 14.44616593 ACCESS POINT ID:#1101-001-11 U/E ® SEWER VALVE ® GAS VALVE GR/GB:N/ISO:N ❑n TRAFFIC SIGNAL GAS METER ` V 1+36 r - U/ © COMM MANHOLE ® WATER VALVE _ © COMM HANDHOLE HYDRANT 3:: - _ L:247' L:247 ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE C UTILITY POLE X 2+06 PLACE NEWS �� 14"OX24"AXS 400 LT DUTY HH V 2+20 T 0+00 PLACE NEW ® CATCH BASIN CULVERT AT 042.58728769,-1 14.44744979 ' 7.5'UTILITY EASEMENT 14"OX24"AXS 4 6 LT DUTY 43 AT TWIN FALLS COUNTY ACCESS POINT,-1 1 -001-1 2 ACCESS POINT ID:I 101-003-4 / �� \ ACCESS POINT ID:1101-001-12 w GR/GB:Y/ISO:Y / 7 DOC#:2003023457 T 1 70 GR/GB:Y/ISO:Y M00 U 7.5'UTILITY EASEMENT 3 (1 U UTILITY EASEMENT TWIN FALLS COUNTY I L � TWIN FALLS COUNTY r DOC#:2003023457 7.5'UTILITY EASE DOC#:2003023457 MENT \� w I TWIN FALLS COUNTY w a w m DOC#:2003023457 V 3+15 PLACE NEW C = I = s'° ` 14"OX24"AXS 400 LT DUTY HH AT - 12 E1a. a 042.58718918,-1 14.44652686 I 03 a ACCESS POINT ID:1101-001-8 / O U/E GR/GB:Y/ISO:Y I 20'UTILITY EASEMENT " "z /n M/ TWIN FALLS COUNTY «° DOC#:20000063778 I EE 3/n U/E w- .. 3 \ " PLACE NEW U _ PREPARED FOR: �4 14"OJX24"AXS 400 LT DUTY HH AT PLACE NEW ' 042.58677843,-1 14.44653220 14"0X24"AXS 400 LT DUTY HH AT I ACCESS POINT ID:1101-001-7 042.58692851,-114.44544070 GR/GB:N/ISO:N ACCESS POINT ID:l 101-001-13 — U/E GR/GB:N/ISO:N w ETILSON U/E u I 10 UTILITY EASEMENT I T:(207(591-6427 F:(207)772-3427 w TWIN FALLS COUNTY info@filsonfech.com jAH 0+00 PLACE NEW I DOC#:2006014492 REVISIONS 14"OX24"AXS 400 LT DUTY HH AT 7.5'UTILITY EASEMENT 042.58658885,-114.44741199 m I I DATE DESCRIPTION INITIAL TWIN FALLS COUNTY ACCESS POINT ID:1101-001-5 I I 02/17/23 INITIAL SUBMISSION RNC DOC#:2003023457 GR/GB:Y/ISO:Y 7.5'UTILITY EASEMENT ---- TWIN FALLS COUNTY AH O n 0 3 I DOC#:2003023457 SCALE af SIZE B SHEET:1"=50' MATCH TO SHEET #C4 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C26 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 16 GAS LINE W WATER MAIN SEWER SD STORM DRAIN 'A —E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET / - 'top, ELECTRIC MANHOLE TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE \ AF 1+98 ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER I © COMM MANHOLE ® WATER VALVE / \ © COMM HANDHOLE HYDRANT G Q L•317' COMM PEDESTAL WATER METER F 6 DB(1)1.25" O DRAINAGE MANHOLE �)UTILITY POLE PLACE NEW \ m CATCH BASIN CULVERT 1 PLACE 4"AXS 400 LT DUTY HH AT �� 042.58721805,-114.45368600 �1� \ \ ACCESS POINT ID:1101-007-7 \ AF 0+88' GR/GB:N/ISO:N d .61 ti r 1 \ 0 ; 15'UTILITY EASEMENT \ ,{ � TWIN FALLS COUNTY �h DOC#:2003012464 gC wa / w s, 12 Q 1 15'UTILITY EASEMENT " TWIN FALLS COUNTY PREPARED FOR: DOC#:2003012464 PLACE NEW T 14"OJX24"AXS 400 LT DUTY HH AT 042.58681519,-114.45315130 I ACCESS POINT ID:1101-007-8 T I L S O N GR/GB:N/ISO:N T:(207)fo@til27 F:ch.c 772-3427 \ info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC Buses cr. SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C27 OF C28 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_08 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 15 GAINE —W WATETER MAIN SEWER SD STORM DRAIN 10'UTILITY EASEMENT —E POWER LINE AD 4+12 PLACE NEW AC 0+41 /AD 0+41 PLACE NEW I TWIN FALLS COUNTY ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"0X24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT DOC#:2001006816 ELECTRIC METER m ELECTRIC CABINET 042.58748958,-1 14.45205031 042.58749846,-1 14.451 14193 ® ELECTRIC MANHOLE ACCESS POINT ID:#1101-007-14 ACCESS POINT ID:#1101-007-13 TRANSFORMER GR/GB:N/ISO:N GR/GB:Y/ISO:Y LIGHT POLE - O$ SEWER MANHOLE © GAS MANHOLE AB 1+01 /AC 0+00/AD 0+00 PLACE NEW N - I ® SEWER VALVE ® GAS VALVE w 14"GX24"AXS 400 TIER 8 HH AT 1 0� 042.58749959,-1 14.45098853 ❑TS TRAFFIC SIGNAL GAS METER AF 0+00 PLACE NEW Jul L 41' ACCESS POINT ID:#1101-007-12 14"GX24"AXS 400 LT DUTY HH AT \ Z DB(1)1.25" GR/GB:Y/ISO:Y © COMM MANHOLE ® WATER VALVE 042.58733785,-1 14.45264799 O © COMM HANDHOLE (Z HYDRANT ACCESS POINT ID:1101-007-4 GR/GB:Y/ISO:Y ' ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE I` L:412' AD 0+80 ® CATCH BASIN CULVERT y AD 3+23 AD 0+98 AD 2+64 AD 3+10 I � 7.5 UTILITY EASEMENT /a M/21 { B 2+01 TWIN FALLS COUNTY B \ AB 2+36 J DOC#:2002007883 N - MA DB 172 �y I Wi R/w 6 — R/W W R/W \ oa LU / AB 8+44 PLACE NEW I L:539' LU µ w r 14"OJX24"AXS 400 LT DUTY HH AT I 15'UTILITY EASEMENT DB(1)1.25" r Q 042.58684936,-114.45173102 TWIN FALLS COUNTY Q ACCESS POINT ID:1101-007-10 I DOC#:2001006816 I CL ^" GR/GB:Y/ISO:Y AB 7+49 wy " U/E PREPARED FOR: 10'UTILITY EASEMENT AB 6+40 PLACE NEW TWIN FALLS COUNTY ' DOC#:2002007883 <J� 144.5867 AXS 411 LT DUTY 90 AT 042.58674081,-114.45099490 ACCESS POINT ID:1101-007-1 1 AB 5+02 I 15'UTILITY EASEMENT GR/GB:N/ISO:N TWIN FALLS COUNTY L.204' ETILSON DOC#:2003012464 DB(1)1.25" T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL _ PLACE NEW i 02/17/23 INITIAL SUBMISSION RNC 14"OX24"AXS 400 LT DUTY HH AT 042.58666832,-1 14.4523: j I ACCESS POINT ID:1101-007-9 m GR/GB:N/ISO:N y SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C28 OF C28 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 08 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 ' 1 �I I—III—III—III—I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I I�I I—I I r—I I la I I-1 I�I I I—I I I-1 I I�I I= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMII-III�11=I1 III REFER TO TFSD-306 it _= _�_ j1=111 1 MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH III—III—III—III—I 11-1 I I I I11-1I 1111=_l1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I 11=I I M I I—III—I 6"LAYERS WITH ROCK COVER 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11— lll,1 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I IIII�I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE 'I�I IIITI I I I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1-111—ITI—I I— _ •�I��—��—��, —I 11=11 I—I 1 I-1 I 1 II—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III—I�I I�I—1I�I I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. 0 I—III—III—III—I I�I I�I—I I�I I—I' TILSON o G —III—III—III—I 11=1 I I�I I—I 11=1 11= 30"MIN. 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Dig Line,Inc. 811 or 800-342-158S T W I N I D_0898GA_08 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL O + ♦+ ♦++ ♦♦ 1 ♦♦ ♦♦ ' .00 DETAIL A SCALE 1 : 1 N - ILS0N M T: (207) 591-6427 F: (207) 772-3427 - infoOtilsontech.com IM " a� �IMCO°"° DRAWN:A Du Toit °rIIm�t+O ��+ z 7hEREOF IS THE PQOPPI of MAA AN[) M4A-AXS-400R-ASS Y-T DS REVISIONS O 0 MAY!JOT BE COPIED W"OLLY OR 94 DATE DESCRIPTION INITIAL PART,At10 Tm Cot-r&m-"EReoF MAY CHECKED: oramrg TTe 02/17/23 INITIAL SUBMISSION RNC g IJOT BE o5CL0'.W To ANY TMRD M4A-AX3-400R-ASSY TDS PAJmES VWTHOLT WRrr e4CO1JSea. 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I50 I �I SCALE o SIZE B SHEET: NTS SIZE OulrltrG p SIZE D SHEET: NTS 00 00 , w =� B I O Q H C I I I I O O O W[ tV SHEET D07 OF D16 ValZ � 1' ril�ide�~i�.w�+t�MN1�1y��i le:rotri� Kl[ 115 I�M011-IIOOOM 9Ql ( o' I 3 FILE NAME:TDS_TWINID_0898GA_08 TFSD-301 TYPICAL TRENCH ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 08 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL 311 � LX13END Pox"ow m pm In __ m , : all 1.7 owlftwl � :VAS rDZX SM 'SAWftrl�&� (WE 49TY- F nM FA4s VEWSI0N5 SECT M 30A KSS M WIDTH WAY BE KAPP N" VATH VUTI M PDUMS54tt NOTMS TILSON cl) ya�� On a Mission ci :I-- T: (207)591-6427 F: (207)772-3427 N pm I - _ InPoOttlaontech.com wt p REVISIONS IMAM REPAIR MM MW FM RLDW-3U ;30, DATE DESCRIPTION INITIAL W- ON iW W WTM �Wy 57CM AM 02/17/23 INITIAL SUBMISSION RNC t3) 3 0 (� vl SCALE '0I 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_08 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" : Dig Line,Inc. g 13 9 13 13 811 Of 800-342-1585 9 9 9 9 SAWCUT 4 3 PER SEC. 300. 6 VARIES n 1 TWINID 0898GA 08 TWIN FALLS,ID EXISTING EXISTIMJ!' MATERIAL DESCRIPTION QTY ACTUAL ASPHALT PAVEMENT GRAVE 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. 0 D. OVERLAY FABRIC WITH ASPHALT TO FINISH CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF 0 CONCRETE PANEL. GRADE OF STREET. ° OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. o SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOttlsontech.com Z 1© PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS O PATCH. 0 DATE DESCRIPTION INITIAL w O 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 02i17/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AWOO TO K 1D011111-Xt PATH. SCM SAWWTM• (= O'GF iu T1YW FALL. RE SH)NS SECTION 30q). 0 UI _ SCALE coI 01 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 rFILENAME:TDS TWINID 0898GA 08 DIGUM. SD-304 GRAVEL ACCESS ROAD . �- Dig Line,Inc. 811 or 800-342-158S L: I • w TWINID 0898GA 08 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KTA 0 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: T'Apr J i Q C a C PA1& Accm Row WAY VANY % P- MS ION tOCAIM O P**AK 2R awwo Ow *" NOAD rms LEGEND 0 © .N"wAT Of %T tK r T AIrwe p MATiRAI opawo T I L 5 0 N � 11DTM MUST EX AT tFbT M" MPI 0 11QR1-12' 11MLL.S QeKwom Stearim 20 nAa r ww 0/ 3/4• MMYi c Nva A{,rJ cmt N O 90111410. 011045 SHALL HAVE A W&AN COMPACTED TO 95X DAY DDegri On a Mission CD 11E BAfX Oi OS Qrm TOPSm S MTM PASAW QPASS VAT;H E05*4 T- (207)591-6427 F- (207)772-3427 6011000 3" gXAU Of A W40AN t-t tnfoOtlsontech.com N •AGTt SCFE 117N 4 1 BApr RDPC 4O KAI Op�RY e• MP1v9 PMft C..IOQ C01oACM TO 9?= 1K Mow occowpt4mr, ow Lot Of *a eft 0 01TC1t 94Al1 nc wr410.0 or s• oar• REVISIONS p 1M EO9E57 A"WCATE •ASE C01A15E Q Q*AAX 10 0100AAGE DRAMUZ PM•1G 01Tt71 DATE DESCRIPTION INITIAL Qt040" DW*'"YS RECI40"D IM © POOPOSm PEE LwE 02/17/23 INITIAL SUBMISSION RNC AVPRC�ED tD.CAI +w0 rvvE C[ I- ANV VM� O PLA 0l•• S PiT ptA'+d GONPACTLD TO P?S --_ on 001?tr 3 N aANo STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PtJKX MIORKS 1 "0' SD—.304 SCALE o coNstAt�cuoN ROAD SIZE B SHEET: NTS I Q SIZE D SHEET: NTS 00 00 SHEET D10 OF D16 0 0 z 3 FILE NAME:TDS_TWINID_o898GA_08 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 08 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL a - �. .� r _Y amm - •� � sus A971!! _ W!Am zrmam om aff —, . --- NO � _ q TILSON cl) " �` On a Mission ENIMPAL7 5NGKFLL z _- _ __ �IQ• T: (207)591-6427 F: (207)772-3427 FrpE FiIIIIABI F, VfQWM 0 GRUT , tnPoOtIsontech.com 11711trAtl ASWJLT;IN A iSTRJU41ML NL 1E ill -- Z r - wl wkd:4MS1N 2+'I�h� i Qt i�idR dAl[J1Sf 1 0 7ER C `LO• C* ACt �— TRA►EL REVISIONS H PER�F� �^w` - , DATE DESCRIPTION INITIAL O � 02/17/23 INITIAL SUBMISSION RNC V0.rrf P"4m 4 1 SWAN FMT w Lm WAY u ITIE 7 E M OR ON I�Mr_ By - o F"AFTFfn Lt9NO fRIXIT_ F POTHOLES AFtE OREATER THAM 1/Fi p7Y ripbt r YIAW N A 1f w '� mAL Am A 19 3 T QA� FWF U ��USE COWPACTEn PEA EELM A a — 30' F11 MI HOR IAL SFFARA7M FR(M F37CPM OTY PL�lIt FsiX 1;I4P_ kAl=91HO PEt 7PPIOa14G FE CI MY TTY 0 vl " � SCALE '0I Ply p SIZE B SHEET: NTS = Llrvl _FM 77�qND. SIZE D SHEET: NTS oo a T, D" SHEET D11 OF DI Co TRENCH 0 z 3 FILE NAME:TDS_TWINID_o898GA_08 SD-307 BORING AND JACKING DETAILS 0D1G"" :' Dig Line,Inc. 811 or 800-342-1585 • T W I N I D_0898GA_08 / v TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL Tr7, �D SKID DETAIL LEGEND N T>c O yap CUT To FTT 20 CAMNQ POPE O3 •'.a• Ctom OM F.tAMOaa SIM% at caumvIclAuT FNPVi A= CAW-, W9, ATOMs (C•►W Mc CO APPRI 9L9STTR llm 13' CAAN IM F4F[ Z SPACLWS Ppt STIC3t CAM W FVL 3 9ACRS 1'R 1") 4 SM00114 STm CAINC 31ir W% *OL1. MbtM[Si MR dA CIP 1' CNEAID TNAI► CAIII WE KU O OUTSM II !dl 2 4 © Y it COW STAIiESS SR& SToJRVIC. 4' 0 C. Wn A Mk a TWO SVtWS IKTOM "t r011IR 45' APOLLAR S1'AC9 ILLED MTN SAIO, GMOUT; 31W CRALQ OR "V2 MAMMAL AS APPgOM B1' IK [„OhtR 7 {;) NOTES: CD MDI asANAMcc A r A wcTmw pwo rom nc "sm uom .I L S O "s DETAL ti PoOoOKD. Sti61MT a?w `o aRAIIIIIIryGS IUt AP"OVAL BY DC C>•� P" M .. _ cl) TO CCNSTWJC110r T. (207) 591-6427 F: (207) 772-3427 SECTION A—A n U»T~AW%tMCN;CF infoOtilsontech.com c� 1NE LP4E ANO(*ACE AVMANM W CAAMEA z h T= Pit nA ATATOOK APO nLY4 OF AkftAM SPMX REVISIONS O Kn� C&WK Pic A%V CARMP Pic, ALL 0 ICN T1t AF'OROYy SP T1K 0�1c11IEDI MOOR 10 DATE DESCRIPTION INITIAL NSTKLAG 1NE Pts[ O 02/17/23 INITIAL SUBMISSION RNC t� 3 2015 0I IOAHO STANDARDS BORING AND JACKING STANDARD ORAVMNG SCALE col FOR PUBLIC WORUSSIZE B SHEET: NTS Q <I CONSTRUCI" DETAILS SD-307 SIZE D SHEET: NTS 00 co SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_08 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_08 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 O 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 0 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. co N o Op 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 N 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 RNc © 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 Vi APPROVED BY THE CITY ENGINEER. 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