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HomeMy WebLinkAboutTWINID_0898GA_05_REV0-Approved (2) DFN NAME : TWINID 0898GA 05 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID A w Proiect Name I'i'R`°"F II I TDS Permit Review I I ► ` I NODE GA APPROVED ❑ REJECTED I I ► REVISE ❑ NOT REVIEWED BY esteel DATE 11/21/2023 7 SUBMITTAL# GA_05 REV #0 0 This review is only for general contormance of the project and general compliance. Corrections or comments made on these drawings during this review do not relieve Contractor/Subcontractor from compliance with the requirements of the plans and specifications. Contractor is responsible for all dimensions and fabrication to be confirmed and correlated at the job site ® ° "PERMIT LOCATION MAP Dig Line.Inc. - t C13 C12 C11 C06 �. - m` 1, A ; ,f — : ' TWINID 0898GA 05 TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL i # C14 C15 C1 n_ _ _ — C05 ' I — C04 - C18 C08 CO3 _ START PROJECT 042.57761019 /-114.45105913 " - ` C07 CO2 col ` I'r •'•'` POW.0 C19 . _ C201 21 -I 10 1 ,47- TILSON C4 On a Mission C4 T. (207) 591-6427 F. (207) 772-3427 1 I InfoOtileontech.com N p ram+-+. REVISIONS DATE DESCRIPTION INITIAL O02/03/23 INITIAL SUBMISSION HAV PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C21 - 3 NEW UNDERGROUND 10,383' SHEETS: C01 -C21 -- - 0 �I EXISTING UNDERGOUND 0' SHEETS: C01 -C21 SCALE o SIZE B SHEET: NTS TOTAL FT 10,383' SIZE D SHEET: NTS 0000 0 TOTAL MILES 1 .97 SHEET A020FA03 Z 3 FILE NAME:TWINID_o898GA_05 ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. F1il 7r HUi i DWG NO. SHEET NAME T W I N I D_0898GA_05 A01 COVER SHEET TWIN FALLS,ID . ..................... ............................................................................................................................ . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . ..................... ............................................................................................................................ . A03 TABLE OF CONTENTS . ..................... ............................................................................................................................ . 1301 CONTACT SHEET . ..................... ............................................................................................................................ . B02 GENERAL AND PERMIT NOTES . ..................... ............................................................................................................................ . B03 SYMBOLS KEY . ..................... ............................................................................................................................ . COI-C21 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 . ..................... ............................................................................................................................ . D10 SD-304 GRAVEL ACCESS ROAD . ..................... ............................................................................................................................ . D1 1 TFSD-306 UTILITY TRENCH . ..................... ............................................................................................................................ . D12 SD-307 BORING AND JACKING DETAILS . ..................... ............................................................................................................................ . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . ..................... ............................................................................................................................ . D14 TFSD-802 TYPICAL RURAL STREET SECTION . ..................... ..................................................... D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . ..................... ............................................................................................................................ . D16 TFSD-805 STANDARD CUL-DE-SAC E01........... .. .............................................................................. . TRAFFIC CONTROL PLANS COVER , I L 5 0 N o E02 TRAFFIC CONTROL PLANS LOCATION MAP............................................................................................................................ . T: (207) 591-6427F: (207) 772-3427 N E03 TRAFFIC CONTROL PLAN infoOtilsontech.com 0 E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS 0 . ..................... ............................................................................................................................ . DATE DESCRIPTION INITIAL w o E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 02/03,23 INITIAL SUBMISSION HAV J . ..................... ............................................................................................................................ . -- E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ---- ---- ---- . ..................... ............................................................................................................................ . E07 HALF-ROAD CLOSURE MULTI-LANE > . ..................... ............................................................................................................................ . ) E08 WORK ON PARKING LANE �I . ..................... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS SIZE D SHEET: NTS Co SHEET A03 OF A03 0 z 3 FILE NAME:TWINID_0898GA_05 It DIGUnE CONTACT SHEET ag Line,Inc. r, ,• Hu�J •.? 1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 05 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 v Chris Haskin Director-Network Engineering 608-664-4443 TILSON �i On a Mission o Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 N N InPoOttlsontech.com 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 02/03/23 INITIAL SUBMISSION HAV 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 �I 0I Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS Q � SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TWINID 0898GA 05 ® DIOUM GENERAL NOTES ag Line,Inc. 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 02/03/23 TWINID 0898GA 05 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N v REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission CD 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 p 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 02/03/23 INITIALSUBMISSION HAV 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:TWINID 0898GA 05 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C c ag Line,Inc.AERIAL CABLE A A CONOUITSCHEDULE EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT RB(3) 1 DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E U/E 1 DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G c— CORE BORE C—————— 1' DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —0IL OIL DIRECTIONAL BORE CONDUIT —Da— �Im 12S" DIRECTIONAL BORE 1 1.2S' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25" DIRECTIONAL BORE 2 1.25' TWINID 0898GA 05 EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —SD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD — EXISTING UNDERGROUND WATER —V`� W CENTERLINE C/L —C/L RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) m — — — — — ELECO VAULT(VLT) O PROPERTY LINE FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER ® T I L S O N 7 STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , On a Mission o CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 u EXISTING GAS LINE , InfoOtasontech.com O CULVERT(CUL) / \ EXISTING POWER LINE REVISIONS o GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE 02/03/23 INITIAL SUBMISSION HAV 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:TWINID 0898GA 05 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�sl 71► ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C3 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET •, (E) ELECTRIC MANHOLE A 3+15 918 1833 1847 LIGHT POLE TRANSFORMER . L:66' L:2OT A . O SEWER MANHOLE © GAS MANHOLE DB(2)1.25" A 0+53/A 1+89 DB(1)1.25" • ® SEWER VALVE ® GAS VALVE DB(1)1.00" DB(1)1.00" A 2+96 / M 8 ❑T$ TRAFFIC SIGNAL � GAS METER MAI © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER W _ O DRAINAGE MANHOLE 0 UTILITY POLE L:53' C ' ® CATCH BASIN CULVERT DB(1)1.25" W w W — R/W W R/ T T C j CV f+00/B 0+00 �� I _ i �• T U EXISTING AXS 500 HH AT I ' Cr az a1 cos L:9' 042.57761019,-1 14.45105913 DB(1)1.00" 4 IF PLANNED STRUCTURE (SEE DFN:TWINID_0898GA_02) C14 15 cos w IS NOT YET INSTALLED, 1804 w 886 m CONTRACTOR WILL INSTALL STRUCTURE. \ 1818 1822 1832 1842 9 r coo SEE DETAIL#1000-006 GR/GB:Y/ISO:Y Cam_ co CO3 Z I) O PLACE NEW I I col z V 14"OX24"AXS 400 LT DUTY HH AT042.57732801,-114.45105358Z zo ACCESS POINT ID:7000-001-9 U GR/GB:N/ISO:N 0 1860 [' r I PREPARED FOR: I ' C I UTILITY EASEMENT T I ETILSON TWIN FALLS COUNTY DOC#:0000643140 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS 1803 1813 I 1823 IDATE DESCRIPTION INITIAL 1845 1853 1861 02/ /23 INITIAL SUBMISSION HAV ____ ____ ____SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C21 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C01 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 71' ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C8 GAS LINE W WATER MAIN SEWER SD STORM DRAIN 1633 1,, 1719 1723 1755 1775 —E POWER LINE 1709 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 10'UTILITY EASEMENT ELECTRIC METER ELECTRIC CABINET TWIN FALLS COUNTY C 2+95 PLACE NEW C 1+g0 PLACE NEW A4NE m DOC#:0000620392 'Ap 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT A 1+21 /C 0+00 PLAC ® ELECTRIC MANHOLE 042.57776528,-1 14.45239531 042.57776395,-1 14.45196788 14"OX24"AXS 400 TIER 8 LIGHT POLE TRANSFORMER C 4+g3 ACCESS POINT ID:1000-007-2 L. ACCESS POINT ID:#1000-007-1 042.57776141,-114.451 C 4+79 GR/GB:N/ISO:N O SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N ACCESS POINT ID:#10 —� C 4+45 L:283' GR/GB:Y/ ® SEWER VALVE ® GAS VALVE DB(1)1.25" DB(1)1.25" DB(1)1.25" ❑TS TRAFFIC SIGNAL GAS METER �___ _ f © COMM MANHOLE ® WATER VALVE C 4+60 D — — — If C 4+50_ D DE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER DRAINAGE MANHOLE C-0)UTILITY POLE - ` ® CATCH BASIN CULVERT 9C 8 — — DB M/a M/a �/ B t B 5+56 L.383' \\ B 2+79 PLACE NEW U DB(1)1.25" 3 14"OX24"AXS 400 LT DUTY HH AT I L.279 5'UTILITY EASEMENT � DB(1)1.25" +cam" az C91 .. cos TWIN FALLS COUNTY 042.57761501,-114.45209448 DOC#:0000573514 - ACCESS POINT ID:7000-001 GR/GB:N/ISO:N I c14 s cos w 7.5'UTILITY EASEMENT w W TWIN FALLS COUNTY 886 Lu 9 coo I g 7+57 PLACE NEW DOC#:0000643140 ( A co cos 14"OX24"AXS 400 LT DUTY HH AT c 15 UTILITY EASEMENT' (n I I 10'UTILITY EASEMENT (n ' 10'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY 042.57730693,-114.45343382 r�* O col TWIN FALLS COUNTY I DOC#:0000643140 I O co7 ioz L DOC#:0000573514 ACCESS POINT ID:7000-003 DOC#:0000643140 r GR/GB:N/ISO:N I c19 czo cz1 _ U l/%E U B 6+61 PLACE NEW I I- � Q U/E— 14"OX24"AXS 400 LT DUTY HH AT , I L:167' L:96' 042.57733485,-1 14.4531 1861 C I G DB(1)1.25" DB(1)1.25" ACCESS POINT ID:7000-002 14"OX24" PLACE NEW AXS 400 LT DUTY HH AT I + GR/GB:Y/ISO:N 042.57733036,-114.45209510 I g 6+72 ACCESS POINT ID:7000-001-1 3 PREPARED FOR: GR/GB:N/ISO:N 871 I I 880 W Q 5'UTILITY EASEMENT I = 1560 TWIN FALLS COUNTY U T I L S O N DOC#:0000573514 C I I I T:(207)591-6427 F:(207)772-3427 info@filsonfech.com 7.5'UTILITY EASEMENT 15'UTILITY EASEMENT `r REVISIONS 1556 I TWIN FALLS COUNTY I TWIN FALLS COUNTY > > DOC#:0000643140 DOC#:0000643140 I DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION HAV t 849 / 3 � SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C20 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV CO2 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C4 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET A 7+51 PLACE NEW ELECTRIC MANHOLE 14"OX24"AXS 400 LT DUTY HH AT TRANSFORMER LI 042.57897088,-114.451)58627 GHT POLE 978 ACCESS POINTID:1000-010 OS SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N 3 I � ® SEWER VALVE ® GAS VALVE .� I ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE 1755 I © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER 9 QD DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT M/b M/ . C j 00 i W U 'C�- C12 C11 C16 IC14 15 C05 wR/W I 9 r C04 4-1 ,_ CO CO3 V 1 O C07 2 4 C01 1 ` 1 � r2 C79 C20 C21 U 1766 1760 L:270' DB(1)1.25" G A 4+82 PLACE NEW [' r 14"OX24"AXS 400 LT DUTY HH AT 1837 1839 1841 1843 042.57823073,-114.45059300 PREPARED FOR: ACCESS POINT ID:1000-009 ' GR/GB:N/ISO:N 934 927 ETILSON T:(207(591-6427 F:(207)772-3427 L:85 info@filsonfech.com DB(1)1.25" 1835 845 REVISIONS A 3+97 PLACE NEW DATE DESCRIPTION INITIAL 14"(dX24"AXS 400 LT DUTY HH AT I 02/03/23 INITIAL SUBMISSION HAV 042.57799748,-114.45058733 ACCESS POINT ID:1000-008 1 1 779 GR/GB:N/ISO:N I SCALE u ' ' ' ' ° ' SIZE B SHEET:1"=50' MATCH TO SHEET #C 1 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV CO3 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 71' ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 5 GAS LINE W WATER MAIN SEWER •� STORM IN —SE POWER DLI E 5'UTILITYEASEMENT E] ELECTRIC HANDHOLE ELECTRIC VAULT IN FALLS COUNTY DOC#:0000670295 L.265' ELECTRIC METER m ELECTRIC CABINET DB(1)1.25" - 1806 1830 1850 ® ELECTRIC MANHOLE TRANSFORMER 15'UTILITY EASEMENT A 11+00/F 0+00 PLACE NEW 1840 LIGHT POLE TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000670295 042.57987029,-1 14.45058734 O SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:1000-012 I ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:Y TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT LL ® COMM PEDESTAL Q WATER METER L:176' O DRAINAGE MANHOLE 0 UTILITY POLE DB(1)1.25" — - ® CATCH BASIN CULVERT F 1+78 PLACE NEW A 10+93 3 14"OX24"AXS 400 LT DUTY HH AT + 042.57987254,-114.45124999 ■ ACCESS POINT ID:1000-012-1 994 GR/GB:Y/ISO:Y 1884 W =_ \ cr- az a1 cos C14 15 rin tC04 1y r li— w L:196' I COUj U) A 9+20 - O A 9+04/D 0+00 PLACE NEW • 1890 col coz 'co, 22"OX21"AXS 500 HH AT 042.57938766,-114.45061915 A T 3 988 PAHSIMEROI CIR , ACCESS POINT ID:#1000-011 1� c19 czo czl UGR/GB:Y/IS Y -- L:199, DB(1)1.25" ❑ ��., f DORA DR I —-� PREPARED FOR: _ M ' R/ . ••�., A 8_ 6�� 950 ETILSON T:(207(591-6427 F:(207)772-3427 qvlw� info@filsonfech.com 983 3 REVISIONS r. DATE DESCRIPTION INITIAL • 1` L:153' I I 02/03/23 INITIAL SUBMISSION HAV 1760 DB(1)1.25" � -- — -FF I ---- ---- ---- DB(1)1.00" I — _ SCALE ' ' Distribution Airbus' ' SIZE B SHEET:1"=50' MATCH TO SHEET #C3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C04 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •••..• FUTURE DIRECT BURY 1F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C6 GAS LINE W WATER MAIN SEWER _ SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 5'UTILITY EASEMENT TWIN FALLS COUNTY ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE DOC#:0000670295 ® �y lUl TRANSFORMER LIGHT POLE MA TI M/a — — ® SEWER MANHOLE © GAS MANHOLE M/ZI -- M/8 ® SEWER VALVE ® GAS VALVE I 1 -1 ❑n TRAFFIC SIGNAL GAS METER E © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT W - ® COMM PEDESTAL `hl' WATER METER W O DRAINAGE MANHOLE 0 UTILITY POLE R/W U/E R/W - R/W R/W I i ® CATCH BASIN CULVERT N _ 5'UTILITY EASEMENT TWIN FALLS COUNTY L:265' DOC#:0000670295 DB(1)1.25" 1806 U PLACE NEW A 13+65 PLACE NEW m 1840 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT A cam- az a1 .. cos 0 CCES59035,-1 14.45091 177 042.58058978,-1 14.45060135 14 ACCESS POINT ID:1000-013-1 ACCESS POINT ID:1000-013 1 1830 1850 c14 s cos w GR/GB:N/ISO:N GR/GB:N/ISO:N W ijwE17 9-- C04 = 3/n P I I — ' Cam- CO CO3 O /E U/E I C c07 coz 'c01 C19 C20 C21 I � � 15'UTILITY EASEMENT A 13+58 ` U TWIN FALLS COUNTY I f DOC#:0000670295 I I 3 a A 1805 d. g •S'UTILITY EASEMENT * 1827 1841 1851 PREPARED FOR: -'' TWIN FALLS COUNTY DOC#:0000670295 /a 3/n M/ — MAI - E T I L S O N -M/a T:(207)fo@til27 F:ch.c 772-3427 ��- info@filsonfech.com • . REVISIONS DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION HAV — —R W -- R/W R/W-- ---- ---- ---- u/E -0- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C4 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C05 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE 3 _ lUl TRANSFORMER LIGHT POLE - L O$ SEWER MANHOLE © GAS MANHOLE I ® SEWER VALVE ® GAS VALVE OU/E— Z ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE H-- 10'UTILITY EASEMENT Z1 N ' © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY z ® COMM PEDESTAL l�l WATER METER DOC#:0000670295 m O \ I O DRAINAGE MANHOLE Q UTILITY POLE Q ® CATCH BASIN CULVERT 95 < 1805 1831 1841 I I rl 5'UTILITY EASEMENT TWIN FALLS COUNTY U DOC#:0000670295 - �c az a1 cob Iy �..+ —�_ 31�1 C14 1s Cos M/21 21 M a w I 9 C04 W • C�— CO CO3 O W C07 CO2 •COl T i i R/W C19 C20 C21 — — R R/W— R/W C-(T J 5'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:670295 �r 82 I 1806 1830 1840 1850 PREPARED FOR: z ' Z I SIT EASEMENT A 16+30 PLACE NEW 0 TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT Q DOC#:0000670295 042.58130246,-114.45059597 Q ACCESS POINT ID:1000-014 I T I L S O N GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 T info@filsonfech.com C REVISIONS A 16+19 I DATE DESCRIPTION INITIAL PLACE NEW ! 02/03/23 INITIAL SUBMISSION HAV 14"OX24"AXS 400 LT DUTY HH AT ---- ACCESS POI, ID:105091099 5'UTILITY EASEMENT 1805 1827 1851 ACCESS POINT ID:100 ISO: 1 SCALE GR/GB:N/ISO:N TWIN FALLS COUNTY � DOC#:0000670295 SIZE B SHEET:1"=50' MATCH TO SHEET #C5 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C06 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C18 GAS LINE W WATER MAIN SEWER -- SD STORM DRAIN 1513 1515 1529 —E POWER LINE 1605 1609 16 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT \ , 1539 ELECTRIC METER m ELECTRIC CABINET d' ® ELECTRIC MANHOLE � TRANSFORMER LIGHT POLE y — MIN �\ O SEWER MANHOLE © GAS MANHOLE MIN— MIN— M/N ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER - © COMM MANHOLE ® WATER VALVE s_ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE TW - _ - CATCH BASIN CULVERT W z R/W — MIN -- MIN M/21 i Ucam- az a1 cos C14 15 rin C05 Lu Z7 _ 9 — C04 B 13+23 � 1524 1 1�600 Lu EXISTING AXS 400 TIER 8 HH AT 1510 = c't_ Co cos 042.57731645,-114.45553535 B 11+79 PLACE NEW 10'UTILITY EASEMENT B 10+22 PLACE NEW B 9+25 PLACE NEW (n IF PLANNED STRUCTURE 14"(dX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT X24"AXS 400 LT DUTY HH AT C07 coz 'col (SEE DFN:TWINID_0898GA_01) 3 042.57731057,-1 14.45500010 DOC#:0000573514 042.57730927,-114.45441553 042.57730844,-114.45405568 O 1 IS NOT YET INSTALLED, ACCESS POINT ID:7000-006 ACCESS POINT ID:7000-005 ACCESS POINT ID:7000-004 CONTRACTOR WILL INSTALL STRUCTURE. GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N c19 1 cso C21 SEE DETAIL#7000-007 GR/GB:Y/ISO:N U �R L:97' Q 10'UTILITY EASEMENT = DB(1)1.25" UTILITY EASEMENT TWIN FALLS COUNTY I TWIN FALLS COUNTY r 1444 T DOC#:0000573514 DOC#:0000573514 1590 PREPARED FOR: 1584 1572 � 1578 ETILSON T:(207(591-6427 F:(207)772-3427 I LL REVISIONS R/ R/W —R/W— — DATE I DESCRIPTION INITIAL 867 I 02/03/23 INITIAL SUBMISSION HAV 862 — ---- ---- '' I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C07 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE _ MATCH_ TO SHEET #C9 GAS LINE W WATER MAIN SEWER AL _ SD STORM DRAIN - —E POWER LINE � = 2 [E] ELECTRIC HANDHOLE Q ELECTRIC VAULT PLACE NEW 1 14''OX24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINS 164 I 042.57887537,-1 14.45296808 ® ELECTRIC MANHOLE PLACE NEW ACCESS POINT ID:1000-007-12 m I 1 1 TRANSFORMER 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT GR/GB:N/ISO:N LIGHT POLE TWIN FALLS COUNTY L:32' O SEWER MANHOLE © GAS MANHOLE ACCESS POI , ID:1 0 537081 4 I DB(1)1.00" SEWER VALVE GAS VALVE ACCESS POINT ID:1000-007-10 DOC#:0000620392 c � _ GR/GB:N/ISO:N D 7+03 PLACE NEW 1729 ❑7S TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE _ 042.57879148,-1 14.45249338 D 8+33 PLACE NEW D 10+33 PLACE NEW © COMM HANDHOLE HYDRANT 3 3/n ACCESS POINT ID:#1000-01 1-4 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT - _ GR/GB:N/ISO:N ® COMM PEDESTAL Q WATER METER 042.57866869,-1 14.45210193 042.57866618,-1 14.45135890 3/n 1702 ACCESS POINT ID:1000-011-5 ACCESS POINT ID:1000-011-6 OD DRAINAGE MANHOLE C UTILITY POLE D 7+25 L:130' GR/GB:N/ISO:N GR/GB:N/ISO:N ® CATCH BASIN CULVERT 10'UTILITY EASEMENT DB(1)1.25" 1715 TWIN FALLS COUNTY I D 7+48 L:200' DOC#:0000620392 1i4 D 7+58 DB(1)1.25"� c — MIN 00 1645 , L:57' U 20'UTILITY EASEMENT �Cr3 az a1 C06 TWIN FALLS COUNTY PLACE NEW DOC#:0000620392 14"OX24"AXS 400 LT DUTY HH AT r C14 15 Cos 042.57858372,-1 14.45297616 w ACCESS POINT ID:1000-007-11 R w 9 r C04 w GR/GB:N/ISO:N W /21 1 D 13+16 PLACE NEW L:225 I D 10+g0 ]A c0 CO3 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" D 10+90 PLACE NEW (n 1704 042.57854092,-1 14.45223483 14"OX24"AXS 400 LT DUTY HH AT U7 COz 'COI O ACCESS POINT ID:1000-01 1-7.1 042.57853809,-114.45139876 O ; 1 GR/GB:Y/ISO:Y ACCESS POINT ID:1000-011-7 c19 �C20 cz1 RICHMOND DR GR/GB:N/ISO:N 10'UTILITY EASEMENT i i TWIN FALLS COUNTY I 1706 U U \ DOC#:0000620392 c r �N PREPARED FOR: 1632 1642 PLACE NEW C 5+78 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.57806936,-1 14.45372072 042.57807167,-1 14.45298309 T I L S O N ACCESS POINT ID:1000-007-4 ACCESS POINT ID:1000-007-3 GR/GB:N/ISO:N GR/GB:Y/ISO:Y T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS WE DATE DESCRIPTION INITIAL E 02/03/23 INITIAL SUBMISSION HAV —� c ---- ---- ---- J'UTILITY EASEMENT \ ---- ---- ---- TWIN FALLS COUNTY i A ---- ---- ---- DOC#:0000620392 1709 I , I I I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C08 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ••• •••••• FUTURE DIRECT BURY 1F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE W WATER MAIN SEWER SD STORM DRAIN 1732 —E POWER LINE 5'UTILITY EASEMENT 17 IL ELECTRIC HANDHOLE Q ELECTRIC VAULT TWIN FALLS COUNTY 5 1750 m 'UTILITY EASEMENT ELECTRIC METER ELECTRIC CABINS 1708 TWIN FALLS COUNTY DOC#:0000670295 I PLACE NEW ® ELECTRIC MANHOLE lUl DOC#:0000670295 14"OX24"AXS 400 LT DUTY HH AT LIGHT POLE TRANSFORMER 042.57987472,-114.45191845 15'UTILITY EASEMENT C ACCESS POINT ID:1000-012-2 TWIN FALLS COUNTY O SEWER MANHOLE © GAS MANHOLE J 1+43 PLACE NEW m GR/GB:N/ISO:N DOC#:0000670295 ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT 042.57983201,-114.45333806 (V 3/n 3/ _ Q TRAFFIC SIGNAL GAS METER ACCESS POINT ID:1000-012-4.1 \/ © COMM MANHOLE ® WATER VALVE GR/GB:Y/ISO:Y / — — � © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL Q WATER METER PLACE NEW 14"GX24"AXS 400 LT DUTY HH AT OD DRAINAGE MANHOLE �)UTILITY POLE 042.57987683,-1 14.45253362 10'UTILITY EASEMENT ® CATCH BASIN CULVERT I ACCESS POINT ID:1000-012-3 TWIN FALLS COUNTY 30'UTILITY EASEMENT GR/GB:N/ISO:N DOC#:2004021865 TWIN FALLS COUNTY 1 ~ / DOC#:0000670295 I � `411 1749 10'UTILITY EASEMENT 72 I I U U 101 TWIN FALLS COUNTY J 0 �c 3 C12 C71 cob DOC#:0000670295 1012 1 40'UTILITY EASEMENT f. TWIN FALLS COUNTY `` C14 15 CIn Cos L PLACE NEW L;143' RI DOC#:2004021865 r 10'UTILITY EASEMENT r w 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.09' TWIN FALLS COUNTY w 9 r c04 w 042.57949262,-114.45369653 5'UTILITY EASEMENT I 15'UTILITY EASEMENT DOC#:2004021865 w ACCESS POINT ID:1000-012-5 TWIN FALLS COUNTY TWIN FALLS COUNTY = A co cos GR/GB:N/ISO:N DOC#:0000670295 I I DOC#:2004021865Ln 1 (n 707 170 E 1+76 PLACE NEW D 1+99/E 0+00 PLACE NEW C07 oz 'co1 O _ J 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT O i 1 L _ 042.57939368,-1 14.45201 120 042.57939025,-1 14.45135807 J ACCESS POINT ID:#1000-011-1.1 c19 c2o cz1 ACCESS POINT ID:#1000-01 l-1 DB(1)1.00" i GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y U 10'UTILITY EASEMENT L:176' U TWIN FALLS COUNTY J 0+00 PLACE NEW /b DB(1)1.25" M/ DOC#:0000620392 8— 14"OX24"AXS 400 LT DUTY HH AT DB 1/21 Q C 042.57949863,-1 14.45314587 r G ACCESS POINT ID:1000-012-4 GR/GB:Y/ISO:Y DORA 15'UTILITY EASEMENT I DB(1)1.25" PREPARED FOR: TWIN FALLS COUNTY L DOC#:0000620392 y � M - — —R W— R W PLACE NEW D 5+04 L:200, L:46' ETILSON _ 14"OX24"AXS 400 LT DUTY HH AT� DB(1)1.25" DB(1)1.00" M B 042.57912281,-1 14.45296325 g D 5+24 T:(207(591-6427 F:(207)772-3427 1 ACCESS POINT ID:1000-007-13 4+39 PLACE NEW D 2+39 PLACE NEW info@tllsontech.CoM GR/GB:N/ISO:N IT D 5+38 4"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.57928314,-1 14.45209123 --4 REVISIONS ACCESS POINT ID:1000-01 1-3 042.57928065,-114.45134876 BEL AIR CIRCLE ACCESS POINT ID:#1000-011-2 DATE DESCRIPTION INITIAL 165 D 5+64 "^ GR/GB:N/ISO:N GR/GB:N/ISO:N 02/03/23 INITIAL SUBMISSION HAV 3 1714 1730 ---- ---- ---- 10'UTILITY EASEMENT TWIN FALLS COUNTY Q DOC#:0000620392 1 700 L:264' SCALE DB(1)1.25" o SIZE B SHEET:1"=50' MATCH TO SHEET #C8 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C09 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 71' ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C11 GAS LINE W WATER MAIN SEWER SD STORM DRAIN \ 7 1725 1739 —E POWER LINE cL 5'UTILITY EASEMENT 633 5'UTILITY EASEMENT \ \ TWIN FALLS COUNTY ELECTRIC HANDHOLE QELECTRIC VAULT ELECTRIC METER TWIN FALLS COUNTY DOC#:0000670295 m ELECTRIC CABINS - ELECTRIC MANHOLE DOC#:0000670295 \ ® �y \\1 lUl TRANSFORMER + 3/n __ 3/Al -- -- 3M/a OS LIGHT POLE SEWER MANHOLE © GAS MANHOLE 3/n M/a/ M/a ® SEWER VALVE ® GAS VALVE M/a — t ❑n TRAFFIC SIGNAL � GAS METER TI © COMM MANHOLE ® WATER VALVE . • ® - © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER W m F O DRAINAGE MANHOLE 0 UTILITY POLE R/W _U E----- — R/N —U/E - -R/W U/E ® CATCH BASIN CULVERT R/W R/W U/E U/E 5'UTILITY EASEMENT c I TWIN FALLS COUNTY 5'UTILITY EASEMENT m� DOC#:0000670295 TWIN FALLS COUNTY T a-ILIC DOC#:0000670295 I I �] T � I Ln T__l U 1754 I 1 i I 172 174 U1612 �C 1' az a, .. cos 1636 I I H 0+00 PLACE NEW PLACE NEW .+ 1 708 14"GX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT C14 15 CIn Cos 042.58059278,-1 14.45228201 042.58059036,-1 14.45157148 H 2+36 PLACE NEW I ACCESS POINT ID:1000-013-3 ACCESS POINT ID:1000-013-2 Lu W 14"OX24"AXS 400 LT DUTY HH ATISO:Y GR/GB:N/ISO:N - W 9 C04 LLI 042.58053625,-114.45315396 ACCESS POINT ID:1000-013-4 I H 0+89 /n 37n = C" _ Co CO3 Ln GR/GB:Y/ISO:Y O I U/E U U/E LO T coz 1 z ` 'col - - - - - - - _ \ L:236' 1— 1. c19 Cso cz1 3/n DB(1)1.00" � 15'UTILITY EASEMENT -- U TWIN FALLS COUNTY U u 3 DOC#:0000670295 ^ 15'UTILITY EASEMENT Q ��+ Q IN o0S COUNTY 1707 1721 1753 r DO I 41 PREPARED FOR: 1621 I I 5'UTILITY EASEMENT 5'UTILITY EASEMENT I TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:0000670295 DOC#:0000670295 T I L S O N 3/n ' MI — 3/n M/a —3 M/a � E $ �Q� E i M/8 _U/E—M/a_ (p7lnfo@fisonfechclom2-3av REVISIONS DATE I DESCRIPTION INITIAL f 02/03/23 INITIAL SUBMISSION HAV R/W R/W ---- ---- ---- _ R/W � � /1= U/E-- -U/E R/W R/W —I - SCALE / 3n ° ' ' ' SIZE BSHEET:1"=50' MATCH TO SHEET #C9 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 10 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT � ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE _ ® SEWER VALVE ® GAS VALVE U/E ,I U/E ❑n TRAFFIC SIGNAL GAS METER m I © COMM MANHOLE ® WATER VALVE 10'UTILITY EASEMENT 10'UTILITY EASEMENT COMM HA TWIN FALLS COUNTY j TWIN FALLS COUNTY © DOC#:0000670295 3 DOC#:0000670295 ® COMM PEDEESTALSTAL WATER METER HYDRANT l�1 DRAINAGE MANHOLE �)UTILITY POLE .l7 � j ® CATCH BASIN CULVERT � I 723 I I I 10'UTILITY EASEMENT II 1739 176 TWIN FALLS COUNTY DOC#:0000585107 f 5'UTILITY EASEMENT 5'UTILITY EASEMENT I TWIN FALLS COUNTY \ TWIN FALLS COUNTY N DOC#:0000670295 I c DOC#:0000670295 rl UU cr- C12 �„ C06 U/E _LC �3- — y— 3/n 3/n—M/21 / I I 3/ C14 15 Cos M, 8 M/ tI M/6 ui I I ui 9 C04 W = ' C;7� C. W ' W O C07 +02 ` COI L rF; W / R/W R/W R/ R/W r JC2. czl /E —U E E U/E 5'UTILITY EASEMENT TWIN FALLS COUNTY U U 10'UTILITY EASEMENT DOC#:0000670295 TWIN FALLS COUNTY 5'UTILITY EASEMENT I "' Q DOC#:0000585107 I I I TWIN FALLS COUNTY Q DOC#:0000670295 r 1624 � 73 752 c � m I 10'UTILITY EASEMENT 724 PREPARED FOR: 5'UTILITY EASEMENT I TWIN FALLS COUNTY 1766 TWIN FALLS COUNTY / DOC#:0000670295 PLACE NEW DOC#:0000585107 I 3 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT G 2+32 r 46;0� TWIN FALLS COUNTY TWIN FALLS COUNTY 042.58130920,-114.45155039 DOC#:0000670295 G 0+72 DOC#:0000670295 ACCESS POINT ID:1000-014-2 GR/GB:N/ISO:N ETILSON /Il T:(207(591-6427 F:(207)772-3427 - info@filsonfech.com L:236' U/E REVISIONS G 1+31 DATE DESCRIPTION INITIAL \U DB(1)1.00" G 0+00 PLACE NEW / PLACE NEW 02/03/23 INITIAL SUBMISSION HAV 1 2+36 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT ____ ____ ---- 4"OX24"AXS 400 LT DUTY HH AT 042.58131239,-1 14.45254229 042.58131 177,-1 14.45197770 15'UTILITY EASEMENT ACCESS 128727, ID:1053401-5 ACCESS POINT ID:1000-014-4 ACCESS POINT ID:1000-014-3 TWIN FALLS COUNTY ACCESS POINT ID:1000-014-5 GR/GB:Y/ISO:Y i GR/GB:N/ISO:N ---- ---- ---- TWIN Y/ISO:Y _ s. SCALE DOC#:0000670295 — 107 1695 �'— SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 11 OF C21 0 NOTES: DIGL I NE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN I —E POWER LINE 3: E] ELECTRIC HANDHOLE Q ELECTRIC VAULT � ELECTRIC METER m ELECTRIC CABINET w 10'UTILITY EASEMENT ELECTRIC MANHOLE TWIN FALLS COUNTY TRANSFORMER 15'UTILITY EASEMENT 3\ = DOC#:0000585107 LIGHT POLE LJ TWIN FALLS COUNTY o: O SEWER MANHOLE © GAS MANHOLE DOC#:1997016531 10'UTILITY EASEMENT ® SEWER VALVE ® GAS VALVE C TWIN FALLS COUNTY U/ U/ T, DOC#:1997016531 Q TRAFFIC SIGNAL �G GAS METER COMM MANHOLE ® WATER VALVE UTILITY EASEMENT ^ I © COMM HANDHOLE HYDRANT 5'UTILITY EASEMENT I` I C I TWIN FALLS COUNTY ® COMM PEDESTAL WATER METER TWIN FALLS COUNTY I r* A DOC#:0000585107 I DRAINAGE MANHOLE C-0)UTILITY POLE DOC#:1997016531 F g 1 ® CATCH BASIN CULVERT � 145 \�7 - 5'UTILITY EASEMENT ~ M/� I TWIN FALLS COUNTY I T' \�I DOC#:1997016531 1 131 \ U \\ / / ❑ x _ U JC13 C12 Cll r COb J 41F � — C14 M/8 15 COS 4N -- M/a /a I — Lu �/� w IrIA E17 9 C04 Lu �\ _— — w CO CO3 C07 CO2 COl O PLACE NEW 3/n O T 14"OX24"AXS 400 LT DUTY HH AT R W- __ R/ F T C79 C20 21 C 042.58149990,-114.45623081 _ ACCESS POINT ID:1000-014-10 5'UTILITY EASEMENT U GR/GB:N/ISO:N TWIN FALLS COUNTY \` U r„ Q DOC#:1 99 701 6531 I Q \ �r 1510 544 r \\ (✓ 1468 1606 1608 PREPARED FOR: G 15'UTILITY EASEMENT PLACE NEW ' �\ TWIN FALLS COUNTY U 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT DOC#:1997016531 14"OX24"AXS 400 LT DUTY HH AT 042.58127938,-1 14.45448591 042.58128051,-114.45494422 ACCESS POINT ID:1000-014-7 ACCESS POINT ID:1000-014-8 GR/GB:N/ISO:N 5'UTILITY EASEMENT T I L 5 0 N U 2+28 U 1+51— GR/GB:Y/ISO:Y L:250' TWIN FALLS COUNTY U 2+50 PLACE NEW V/ I U 0+90 DB(1)1.00" DOC#:0000585107 T:(207(591-6427 F:(207)772-3427 14"GX24"AXS 400 LT DUTY HH AT 3/n — t 3/n info@filsonfech.com 042.58132372,-1 14.4558606/ REV IS I O NS ACCESS POINT ID:1000-014-9 GR/GB:Y/ISO:Y / I T DATE DESCRIPTION INITIAL / y U/E _ U/E 02/03/23 INITIAL SUBMISSION HAV 5'UTILITY EASEMENT _ ul PLACE NEW 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNT TWIN FALLS COUNTY 042.58127834,-114.45394184 ---- ---- ---- DOC#:1997016531 DOC#:0000670295 ACCESS POINT ID:1000 014-b SCALE ply GR/GB:N SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 12 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER R/W SD STORM DRAIN E POWER LINE U/E U/E u U/'E E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET i - ® ELECTRIC MANHOLE 15'UTILITY EASEMENT lUl TRANSFORMER 15'UTILITY EASEMENT LIGHT POLE TWIN FALLS COUNTY TWIN FALLS COUNTY O$ SEWER MANHOLE © GAS MANHOLE DOC#:1997016531 131 1 1331 DOC#:1997016531 1375 ® SEWER VALVE ® GAS VALVE C E\T1 ❑n TRAFFIC SIGNAL � GAS METER 5'UTILITY EASE MENT © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY ivn— 5'UTILITY EASEMENT l\ DOC#:1 99 701 6531 n TWIN FALLS COUNTY © COMM HANDHOLE HYDRANT I - _ DOC#:1 99 701 6531 ® COMM PEDESTAL Q WATER METER n 3/n O DRAINAGE MANHOLE 0 UTILITY POLE W 1+22 PLACE NEW 3 \�M/a M/N— ' MI/# �' ® CATCH BASIN CULVERT 14"OX24"AXS 400 LT DUTY HH AT 042.58178041,-1 14.45842678 ACCESS POINT ID:1000-013-13.1 r �* GR/GB:Y/ISO:Y w — w [ { M/b — M/8- M/8 M/M N �. 3/n 3/n 3/n 5'UTILITY EASEMENT C U as az a1 cos TWIN FALLS COUNTY I 5'UTILITY EASEMENT DOC#:1997016531 TWIN FALLS COUNTY C14 15 Cos - c I DOC#:1997016531 m w E179 C04 L:722' 1123 w -� DB(1)1.001, 1332 1356 1378 = C _ co am CO3 r col coz co1 15'UTILITY EASEMENT 1 O ' TWIN FALLS COUNTY L c19 Czo C21 DOC#:1997016531 r W 0+00 PLACE NEW CIE U U/ U U 14"OX24"AXS 400 LT DUTY HH AT - - 042.58144503,-1 14.45843271 Q � Tko ACCESS POINT ID:1000-013-13 3 /E U/E I GR/GB:Y/ISO:Y I PLACE EW PLACE NEW CC r 14'O 24'NA S 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT G I 042.58151735,-114.45685413 TWIN FALLS COUNTY 042.58151689,-114.45749259 DOC#:1997016531 PREPARED FOR: ACCESS POINT ID:1000-014-12 ACCESS POINT ID:1000-014-11 I C 1 1313 GR/GB:N/ISO:N I GR/GB:N/ISO:N 15'UTILITY EASEMENT _ I COUNTY DOC#:1 99 011 6531 1355 5'UTILITY EASEMENT T I L S O N TWIN FALLS COUNTY 40 1p \� DOC#:1997016531 T:(207(591-6427 F:(207)772-3427 _ \ 3 info@filsonfech.com 3/n ' 3/n In REVISIONS - I R/W— R/W R/W \ 02DATE DESCRIPTION/3/23 INITIAL SUBMISSION INITIAL,HAV 5'UTILITY EASEMENT _ I TWIN FALLS COUNTY \ 1107 DOC#:1997016531 ---- _--- _-- II a�ij W W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 13 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••...• FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C13 GAS LINE W WATER MAIN IEWER —� �— SD vv STORM DRAIN —1 3/f1 3/fl'—'I I�--3��R Tq� —E POWER LINE I 15'UTILITY EASEMENT I,� �w C6S ELECTRIC HANDHOLE QELECTRIC VAULT TWIN FALLS COUNTY 111��i \Ol I DOC#:1997016531 5'UTILITY EASEMENT a ELECTRIC METER m ELECTRIC CABINET TWIN FALLS COUNTY \ ® ELECTRIC MANHOLE TRANSFORMER 14 DOC#:1997016531 LIGHT POLE I 7.5'UTILITY EASEMENT L:195' TWIN FALLS COUNTY V 0+29 4 OS SEWER MANHOLE © GAS MANHOLE DB(1)1.00" DOC#:1997016531 1378 ® SEWER VALVE ® GAS VALVE V 0+00 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT Q TRAFFIC SIGNAL � GAS METER 8 14 OX24"5175, 00 LT DUTY H7 7.5'UTILITY EASEMENT IN FALLS COUNTY ♦ © COMM MANHOLE ® WATER VALVE V 1+95 PLACE NEW c ACCESS POINT ID:1000-013-11 DOC#:1997016531 © COMM HANDHOLE HYDRANT 14"OJX24"AXS 400 LT DUTY HH AT r, GR/GB:Y/ISO:Y - ® (� COMM PEDESTAL WATER METER 042.58093255,-114.45844148 ACCESS POINT ID:1000-013-12 O DRAINAGE MANHOLE �)UTILITYPOLE — — — — — GR/GB:Y/ISO:Y ® CATCH BASIN CULVERT [� A U PLACE NEW I� PLACE NEW - 14"OX24"AXS 400 LT DUTY HH AT 14"O 24'AXS 400 LT DUTY HH AT ~ 7.5'UTILITY EASEMENT 042.58085360,-114.45721487 TWIN FALLS COUNTY 042.58085526,-114.45655143 DOC#:1998020429 I ACCESS POINT ID:1000-013-10 ACCESS POINT ID:1000-013-9 T T GR/GB:N/ISO:N GR/GB:N/ISO:N _� C rlr UC13 C12 C11 C06 15'UTILITY EASEMENT �. 141.5 _ TWIN FALLS COUNTY DOC#:1998020429 i 15'UTILITY EASEMENT c14 s cos I TWIN FALLS COUNTY Lu ' 11 DOC#:1998020429 �J J 9 C04 CO CO3 I� C07 c02 -CO1 YC79 C20 C21 low Q S 2+46 PLACE NEW �-_ •� r n r 14"OX24"AXS 400 LT DUTY HH AT I �% • ' R 7+48 PLACE NEW 042,58026358,-114.45692407 I PREPARED FOR: ACCESS POINT ID:1000-012-14.2 14"OJX24"AXS 400 LT DUTY HH AT 1 GR/GB:Y/IS Y 1403 v '. 042.580261 15,-1 14.45779773 ACCESS POINT ID:1000-012-12 UTILITY 1409 GR/GB:Y/ISO:Y m/a U� TWIN FALLS COUNTY R 6+61 DOC#:1998020429 T I L S O N L:85 S 1+61 PLACE NEW DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AI T(207 info@t427 F:ch.c 772-3427 info@filsonfech.com 15'UTILITY EASEMENT 042.58014533,-114.45665272 TWIN FALLS COUNTY u j ACCESS POINT ID:1000-012-14.1 REVISIONS DOC#:1998020429 I R 6+39 I GR/GB:N/ISO:N DATE DESCRIPTION INITIAL 10'UTILITY EASEMENT R 4+86 02/03/23 INITIAL SUBMISSION HAV ♦ I TWIN FALLS COUNTY ` R 4+91 DOC#:1998020429 \ U KJ J L:205' 1- R 5+12 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 14 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE W WATER MAIN SEWER STOR 1511 1525 1537 1611 -SE POWER DLI EIN \ 5'UTILITY EASEMENT 1605 m ELECTRIC HANDHOLE Q ELECTRIC VAULT TWIN FALLS COUNTY ELECTRIC METER ELECTRIC CABINET DOC#:1997016531 5'UTILITY EASEMENT TWIN FALLS COUNTY a ELECTRIC MANHOLE \ DOC#:0000670295 LIGHT POLE TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE MAn /an n ® SEWER VALVE ® GAS VALVE � /8 ❑n TRAFFIC SIGNAL � GAS METER 7.5 UTILITY EASEMENT — - © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY DOC#:l 997016531 COMM HANDHOLE � HYDRANT • • �1 ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE \ W\ ®n CATCH BASIN CULVERT l U/E R/W T 2+83 7.5'UTILITY EASEMENT - T 2+51 1y 5'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:1998020429 I T 3+80 PLACE NEW w t C 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000670295 O rt 042.58085577,-114.45597298 U I ACCESS POINT ID:1000-013-8 I 1612 U / I cis az a, coe GR/GB:Y ISO:Y c,4 111'UTILITY EASEMENT L s cos I T 0+00 PLACE NEW PLACE NEW PLACE NEW I r Y ) 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT I1J w TWIN FALLS COUNT I I 14"GX24"AXS 400 LT DUTY HH AT 9 C04 DOC#:1998020429 w w 15-UTILITY EASEMENT 042.58054021,-1 14.45492507 042.58053976,-114.45423381 042.58053849,-114.45384735 �- TWIN FALLS COUNTY 161 I 3 L:380' ACCESS POINT ID:1000-013-7 ACCESS POINT ID:1000-013-6 ACCESS POINT ID:1000-013-5 r A Co cos DOC#:1998020429 ;T- / T 1+62 DB(1)1.25" GR/GB:Y/ISO:Y GR/GB:N/ISO:N GR/GB:N/ISO:N O M/a _ �B — 3/n O , col i z ` 'co, 3/n , C79 C20 C21 = I 1463 = LU R 0+00 PLACE NEW U ^' r 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT Q 042.58025685,-114.45557413 I l I c: 1 1 TWIN FALLS COUNTY ACCESS POINT ID:1000-012-14.4 m _ DOC#:0000670295 r GR/GB:Y/ISO:Y R 1+57 PLACE NEW �� 1529 PREPARED FOR: 14"OX24"AXS 400 LT DUTY HH AT 042.58008057,-1 14.45594497 ACCESS POINT ID:1000-012-14.3 5' GR/GB:N/ISO:N L:1ST �� 10'UTILITY EASEMENT UTILITY EASEMENT 5'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY 1479 ✓ 3 DOC#:1998020429 DOC#:0000670295 DOC#:0000670295ETILSON /E U/E T:(207(591-6427 F:(207)772-3427 M/ info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION HAV W- ---- ---- ---- R 1+37 R 0+57 ---- ---- � SCALE U/E' R/W /E- R/W R/W 3/n SIZE B SHEET:1"=50' MATCH TO SHEET #C 17 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 15 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 71' ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C14 GAS LINE W WATER MAIN T SEWER / ��� / \•� II 59' DRAIN —SE POWER E .� L' DB(1)1.25" E] ELECTRIC HANDHOLE Q ELECTRIC VAULT / BITTERROOT DR ELECTRIC METER m ELECTRIC CABINET /C\ , R 3+94/S 1+02 \ ® ELECTRIC MANHOLE TRANSFORMER r� •� V LIGHT POLE R 5+43 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT W SEWER MANHOLE GAS MANHOLE dill UTILITY EASEMENT I 042.58004000,-114.45723198 / OS © TWIN FALLS COUNTY I ACCESS POINT ID:1000-012-13 I ® SEWER VALVE ® GAS VALVE / DOC#:1998020429 — L:134' GR/GB:N/ISO:N ❑n TRAFFIC SIGNAL � GAS METER I 10'UTILITY EASEMENT L:102' DB(1)1.25" TWIN FALLS COUNTY DB(2)1.25" © COMM MANHOLE ® WATER VALVE 1' DOC-15, � R 2+92/S 0+00 PLACE NEW © COMM HANDHOLE � HYDRANT — 1 5 " I 14 14OJX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL Q WATER METER C 15'UTILITY EASEMENT �_ �� 042.5799393 ACCESS POIN TT ID:1000-012-14 14.45640398 O DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY � GR/GB:Y/ISO:Y ® CATCH BASIN CULVERT I p / DOC#:1998020429 U U/E U 15'UTILITY EASEMENT ..r TWIN FALLS COUNTY DOC#:1998020429 V 1 '�'!• T UCrS C12 C11 .a C06 Q 2+67 PLACE NEW Q 0+00 PLACE NEW +n 14"OJX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 LT DUTY HH AT C14 1s rin Cos 042.57950582,-114.45756820 042.57950129,-114.45657672 ACCESS POINT ID:1000-012-1 1 C ACCESS POINT ID:1000-012-10 w 9 r C04 GR/GB:Y/ISO:Y L:267' GR/GB:Y/ISO:Y w _ Vn = ]A co cos C07 CO2 •C01 Vn 15'UTILITY EASEMENT c19 C20 C21 TWIN FALLS COUNTY DOC#:1998020429 41 ^ Q 1205 PREPARED FOR: of ETILSO N • _ - T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION HAV SCALE I I ' ° ' SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 16 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE W WATER MAIN SEWER STORM O'`Q� —S R LINEDIN E POW RO �G N 2+18 I I IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 148 m / \ 024 L1.00" ELECTRIC MANHOLE T\Tl ELECTRIC METER ELECTRIC CABINET DB 1 1.00 �y ( ) � ® LIGHT POLE lUl TRANSFORMER 10'UTILITY EASEMENT w 0 N 1+94 N 2+78 PLACE NEW i AT O SEWER MANHOLE © GAS MANHOLE 14"OX24"AXS 400 TIER 8 HH TWIN FALLS COUNTY I N 1+65 PLACE NEW • 042.57996646,-1 14.45414652 SEWER VALVE GAS VALVE 1434 \ DOC#:1998020429 1024 14'OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#1000-012-6.2 TS G 042.57984087,-1 14.45445487 GAS METER ❑ TRAFFIC SIGNAL ACCESS POINT GR/GB:Y/ISO:Y ID:#1000-012-6.1 • 10'UTILITY EASEMENT c P 0+00 PLACE NEW �I © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY Y 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N © COMM HANDHOLE � HYDRANT DOC#:1998020429 �` 042.57978672,-114.45527605 ACCESS POINT ID:1000-012-8.1 ® COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:Y O DRAINAGE MANHOLE 0 UTILITY POLE 5'UTILITY EASEMENT ® CATCH BASIN CULVERT TWIN FALLS COUNTY 5'UTILITY EASEMENT I DOC#:0000670295 TWIN FALLS COUNTY DOC#:0000670295 UTILITY EASEMENT T TWIN FALLS COUNTY DOC#:1998020429 DB(1)1.00" 10'UTILITY EASEMENT U TWIN FALLS COUNTY 1016 cT3' az a1 cos 1010 DOC#:0000670295 P 2+61 PLACE NEW I C14 15 Cos 14"OX24"AXS 400 LT DUTY HH AT I P 1+06 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT N 0+00 PLACE NEW 042.57950089,-1 14.45585247 5'UTILI EASEMENT 14"OX24"AXS 400 LT DUTY HH AT T L:165' U"I 9 r C04 w T 042.57949474,-1 14.45527938 _ ACCESS POINT ID:1000-012-9 042.57949504,-114.45431472 DB 1 1.00" 5'UTILITY EASEMENT Lu �J J L:154' ACCESS POINT ID:#1000-012-8 TWIN FALLS COUNTY ( ) f GR/GB:Y/ISO:Y I , TWIN FALLS COUNTY MDB(1)1.DU" GR/GB:Y/ISO:Y DOC#:0000670295 ACCESS POINT ID:1000-012-6 = A co cos 3/Il— --3/R GR/GB:Y/ISO:Y DOC#:0000670295 U/E O cqn 'col O 3/n 3/fl IS - - -15'UTILITY EASEMENT- U/E U E - 1 cC21 TWIN FALLS COUNTY - PLACE NEW N 0+15 U/E = - DOC#:1998020429 10'UTILITY EASEMENT U 142.5794 AXS 41 1 LT DUTY 38 AT TWIN FALLS COUNTY U 99 ACCESS POI , ID:105 -012-7 DOC#:0000620392 ACCESS POINT ID:1000-012-7 1527 GR/GB:N/ISO:N C r A G 1615 PREPARED FOR: 1411 ETILSON M/b -- M/21 M/21 M/21 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com - -- REVISIONS • el DATE DESCRIPTION INITIAL ,Air Ci#le02/03/23 INITIAL SUBMISSION HAV R/W I— - R/W r ---- ---- ---- SCALE ' ' ' ' ' SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 17 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •••... FUTURE DIRECT BURY 1F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C17 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 1512 1526 1606 ELECTRIC METER m ELECTRIC CABINET if 1542 1618 ® ELECTRIC MANHOLE TRANSFORMER M 4+56 PLACE NEW PLACE NEW LIGHT POLE id 141 1 I 14'OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT O SEWER MANHOLE © GAS MANHOLE 042.57879571,-114.45495570 042.57879078,-114.45433198 ACCESS POINT ID:1000-007-8 ACCESS POINT ID:1000-007-9 ® SEWER VALVE ® GAS VALVE 3 GR/GB:Y/ISO:Y - GR/GB:N/ISO:N ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE 3 3/n © COMM HANDHOLE � HYDRANT _ - 3/ _ — — — — 3�n — — — — — — — — — ® COMM PEDESTAL `l�l' WATER METER M 3+60 QD DRAINAGE MANHOLE 0 UTILITY POLE — 10'UTILITY EASEMENT TWIN FALLS COUNTY ® CATCH BASIN CULVERT DOC#:0000620392 y �� � �� as:is .�, T • i 1509 1525 T t 1603 1613 � � �• 1 cam- az C91 cos • (� - � � C14 15 COS nn/a �—M/a — — _ -- V/ C�� CO C0' —� .. c07 i z •co, f 1 C79 c20 C2, U R/W R/ � f �r { I r 1528 1540 PREPARED FOR: `I 606 1516 1 M 0+00 PLACE NEW PLACE NEW PLACE NEW 1614 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT L:456 042.57807192,-1 14.45496763 042.57807087,-114.45465592 042.57806948,-114.45403253 ETILSON ACCESS POINT ID:1000-007-7 ACCESS POINT ID:1000-007-6 DB(1)1.25" ACCESS POINT ID:1000-007-5 GR/GB:Y/ISO:Y GR/GB:N/ISO:N GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 M 0+96 info@filsonfech.com REVISIONS U/E DATE DESCRIPTION INITIAL U 02/03/23 INITIAL SUBMISSION HAV - E U/E ---- ---- ---- I 10'UTILITY EASEMENT ____ ____ ---- TWIN FALLS COUNTY i DOC#:0000620392 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C7 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 18 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 71' ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C7 GAS LINE —W WATER MAIN _ SS SEWER R/w SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT II Jj853 - ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y lUl TRANSFORMER LIGHT POLE lw 1575 O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE L 4+40 PLACE NEW 0 TRAFFIC SIGNAL GAS METER K 0+00 PLACE NEW 1559 C COMM MANHOLE WATER VALVE 14"OX24"AXS 400 LT DUTY HH AT O 042.57660251,-114.45498439 142.5766 AXS 411 LT DUTY HH AT 1 © COMM HANDHOLE HYDRANT ACCESS POINT ID:7000-002-7 042.57660087,-114.45433143 ^ L 3+46 GR/GB:Y/ISO:Y ACCESS POINT ID:7000-002-8 ® COMM PEDESTAL WATER METER ' 841 GR/GB:Y/ISO:Y O DRAINAGE MANHOLE 0 UTILITY POLE s ® CATCH BASIN CULVERT • 3/n _ •3/n 10'UTILITY EASEMENT L:88' �' = • -� \ TWIN FALLS COUNTY DB(1)1.00" I DOC#:0000573514 K 0+88 PLACE NEW O t 14"OX24"AXS 400 LT DUTY HH AT �• ' 042.57659980,-114.45400448 N o ACCESS POINT ID:7000-002-8.1 153 U cam- az C 1 cos GR/GB:Y/ISO:Y C74 15 CIn COS 830 829 L's Z N w 9 C04 _ CIO W U CO3 ( O C07 c02 COI MII/ — _ M/a — M/a M/a O` L 1 C79 C20 C21 818 "� _ 817 - • • _ -� � Q -- w- M/a r PREPARED FOR: 1502 1508 1526 T I L S O N L:440' 0803 DB(1)1.25" T:(207(591-6427 F:(207)772-3427 L 0+00 PLACE NEW PLACE NEW PLACE NEW info@filsonfech.com t 7 I 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT REVISIONS 042.57589599,-1 14.45500522 042.57589392,-114.45441250 0424"AXS1 00 LT DU 5 HH AT 3 TWIN FALLS COUNTY 1806 .,, ACCESS POINT ID:7000-002-6 ACCESS POINT ID:7000-002-5 ACCESS POINT ID:7000-002-4 DATE DESCRIPTION INITIAL L 0+89 DOC#:0000573514 GR/GB:Y/ISO:Y GR/GB:N/ISO:N 02/03/23 INITIAL SUBMISSION HAV \ GR/GB:N/ISO:N SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C 19 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C2 W WATER MAIN SEWER STORM DRAIN _ —E POWER LINE 7T �� I - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT �. PLACE NEW - ELECTRIC METER m ELECTRIC CABINET PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ® ELECTRIC MANHOLE 1552 14"OX24"AXS 400 LT DUTY HH AT I 042.57688184,-1 14.45209539 TRANSFORMER 042.57688491,-114.45312053 ACCESS POINT I D:7000-001-2 LIGHT POLE ACCESS POINT ID:7000-002-1 �' GR/GB:N SO:N C O SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N I 854 SEWER VALVE ® GAS VALVE `L I I I j ' ' ❑n TRAFFIC SIGNAL GAS METER I © COMM MANHOLE ® WATER VALVE 7.5'UTILITY EASEMENT I COUNTY © COMM HANDHOLE � HYDRANT TWIN FALLS DOC#:0000643140 _ _ _ ® COMM PEDESTAL Q WATER METER p DRAINAGE MANHOLE UTILITY POLE 5'UTILITY EASEMENT � � O �Q� Z TWIN FALLS COUNTY Tr ® CATCH BASIN CULVERT 0 DOC#:000057ce 3514 15'UTILITY EASEMENT Lu IN FALLS COUNTY 840 Z I PLACE NEW DOC#:0000643140 ` 14"OX24"AXS 400 LT DUTY HH AT LLJ �' . 042.57649523,-1 14.45312265 C/) � I I ACCESS POINT ID:7000-002-2 Q 42 T ' GR/GB:N/IS N U 825 II I N ' F--• T u cl I _L:C _ I C14 15CIn COS Ld � I � w PLACE NEW Q w 9 r C04 w I I 14"GX24"AXS 400 LT DUTY HH AT 3 U w �. 1540 042.57643848,-1 14.45209391 7.5'UTILITY EASEMENT / = A co cos TWIN FALLS COUNTY ACCESS POINT ID:7000-001-3 / DOC#:0000643140 GR/GB:N/ISO:N \� p 22 O �\ \ � � O col i z 'col L 1 C79 C20 C21 d. PREPARED FOR: I PLACE NEW I T 1536 14"OX24"AXS 400 LT DUTY HH AT M1'8 042.57617442,-1 14.45312253 ACCESS POINT ID:7000-002-3 816 - _ I GR/GB:N/ISO:N 814 I ETILSON 2 I 11 T:(207(591-6427 F:(207)772-3427 15'UTILITY EASEMENT PLACE NEW PLACE NEW info@tllsontech.com TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT I DOC#:0000643140 042.57588699,-114.45234775 TWIN FALLS COUNTY 042.57588811,-114.45184109 REVISIONS 5'UTILITY EASEMENT ACCESS POINT ID:7000-001-4 DOC#:0000643140 ACCESS POINT ID:7000-001-5 DATE DESCRIPTION INITIAL TWIN FALLS COUNTY I GR/GB:N/ISO:N GR/GB:N/ISO:N 02/03/23 INITIAL SUBMISSION HAV DOC#:0000573514 c ( U/t ---- ---- - - - - - - - SCALE ' lazim1m. ' ° SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C20 OF C21 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_05 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C1 GAS LINE W WATER MAIN - SS SEWER SD STORM DRAIN E POWER LINE _ Mid _ M/a _ _ L- m ELECTRIC HANDHOLE Q ELECTRIC VAULT FTT _ _ _ —M� M — M/a h ELECTRIC METER m ELECTRIC CABINET PLACE NEW . ♦ Aw ® ELECTRIC MANHOLE I 14"OX24"AXS 400 LT DUTY HH AT ♦ ' LIGHT POLE lUl TRANSFORMER 042.57687834,-1 14.45104704 ACCESS POINT ID:7000-001-8 R/W s y OS SEWER MANHOLE GAS MANHOLE© GR/GB:N/ISO:N I R/W s R/W SEWER VALVE GAS VALVE I T � Q TRAFFIC SIGNAL � GAS METER© COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 3 I ® COMM PEDESTAL WATER METER 15'UTILITY EASEMENT fl QD DRAINAGE MANHOLE �)UTILITY POLE TWIN FALLS COUNTY 1830 1840 841 ® CATCH BASIN CULVERT DOC#:0000643140 1816 c � T PLACE NEW N 14"OX24"AXS 400 LT DUTY HH AT U 042.57643381,-114.45104456 T CT3' C12 C71 C06 ACCESS POINT ID:7000-001-7 I� GR/GB:N/ISO:N I I C14 15 Cos ui 831 — I -- 9 C04 w 2 CO CO3 • I C07 CO2 'COl • T , C19 C20 C21 = 819 ' : 1827 U T' 827 P SPARED FOR: J 1809 � 1841 I � 1817 - PLACE NEW 1 14"0X24"AXS 400 LT DUTY HH AT 042.57612159,-114.45104719 I ETILSON s ACCESS POINT ID:7000-001-6 L GR/GB:N/ISO:N M�a 1 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 15'UTILITY EASEMENT REVISIONS TWIN FALLS COUNTY „ 803 DOC#:0000643140 DATE DESCRIPTION INITIAL A 02/03/23 INITIAL SUBMISSION HAV c ♦ ---- ---- ---- _ _ • SCALE r� • • • •• ° ' ' ' '' SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV HAV C21 OF C21 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. H - Huo, •.? 15% TWINID 0898GA 05 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) :`'` `.;: :-�:'.'.;�`; ?' �:t:i.`•.l' •7t> . ',fi:r::•'�';,.. .,. �....t r�i.:r;.;EXISTING GRADE ;r s';t;1 '•'.::•'y+;y;•;::; :: :,:t.,EXISTING GRADE t r. ^}, -r,;' ;• i. r ' �I I—I I—III—I I I—I I Iiiiiil=I I I�I I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I la I I—I I MI I la I I-1 I�I I I—I I I-1 I I�I I= FINISHED GRADE BURIED CABLE H H IN GRASS —III—III=III=III=II-III�II=II III— REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 11=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=I I I—I I I—I 11=I I M I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO �wIg TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL I; =III=III Ell-1I1 I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W —I 11 I I I-1 I ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED I —1I 1=I 1I i &FIBER OPTIC CABLE 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 111 1 1-111-1 1 III_ _ •�I���—���—���, —I 11=11 I—I 1 I-1 11 �I—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III 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. J G G �11=—LI1=—ll1�J1=-1L� LI1=—ll1�J! —III—III—III—I 11=1 I I�I I—I 11=1 11= Q _2 _2 30"MIN. I.�IIIIIIIIIIIIIII� I�IIIIIII�I T I L S O N U REFER TO II--III—IIIII--II�II—III — �I�IIII�I III1IIIII—IIII= On a Mission o CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL iI T: (207)591-6427 F: (207)772-3427 > ANY NUMBER OF INNERDUCTS 1=I 1 I—III=III—III—I \ DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III —III; Z SD S SS &FIBER OPTIC CABLE :1I I�I—1I1=III—III= I I I=1 I I=11 E.E.1 11=I I REVISIONS C 24"MIN. 24"MIN. 1 ff ff1 _ — — DATE DESCRIPTION INITIAL 11-11 I-I I1—I' I— 02/03/23 INITIAL SUBMISSION HAV o _I I M I M I 1= a ALIGNMENT STATION(FT) 25 4"BORE HEAD. --- - -111 CONDUIT AS SPECIFIED ° (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR u (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& _ 0 CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE U1 FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE • SCALE ~1 (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING o GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE (D (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES,Co SIZE D SHEET: NTS TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI Co (DI CONSTRUCTION. 0 Z FILE NAME:TWINID 0898GA 05 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. T W I N I D_0898GA_05 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 0 0 ++ AL-A-AL ++ ++� Ftt 080.00 DETAIL A SCALE 1 : 1 L50 .k o T. (207) 591-6427 F: (207) 772-3427 N infoOtilsontech.com Zrows o"vow4o^140 w cov.w-.W DRAWN:A Du Tat o►o ro iw O eeaeor a"Poo"""or run♦►D M4A-AXS-400R-ASSV-TDS REVISIONS 0 "AT►m K' �COPW 1LT oo of DATE DESCRIPTION INITIAL onar A►�D rot CO►rp11 -HOD=#A^T "o o CHECKED: 02/03/23 INITIAL SUBMISSION HAV ►$09 K orsaosm no^"T"m M4A AXS 400R-ASST-TpS PAVM 11MI w M'Vd oo` ---- ---- ---- DATE: 14/10/?020 SCALEIA3): 1:6 -- -- -- 0 2D I Sdw mm w n'mm FnCI0WT Poomm_► SCALE �I 90AD(11111s14%,0 pofvn 1671 ol ro box 6natsalvN 1a7► SIZE B SHEET: NTS MDDvAAL 0^1 ""G — SIZE D SHEET: NTS 00 *d ov 11.oa`oos SHEET D02 OF D16 Co I V AL rdo*m4o corn 0 z 3 FILE NAME:TWINID_0898GA_05 AXS 400 H H DETAIL ® D1OUX ag Line,Inc. TOP VIEW T W I N I D_0898GA_05 PHOTO RENDER, TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A 0 A 0 0 - -s000 RIGHT VIEW m � lilt I I lk P 0 L50N CN CDT: (207) 591-6427 F: (207) 772-3427 N infoOtilsontech.com SECTION A-A o A!o[+OF a M h OF M" ,Diu DRAWN- A Dv ToA M4A-Axi' -40C*-A43T REVISIONS m 40S 38 IAAY►JW N OCOM WPCXLT 00$1 DATE DESCRIPTION INITIAL 0^JT AJb M CoOd"+73 tvAAl CHECKED: o.~►o By 02/03/23 INITIAL SUBMISSION HAV ---- ---- ---- NOT K 00 r0 Ain t1r�p MBA- S-400!•AUY P^rm 11Y TOKX T Nw .rw.CCr3aR DATE 17/08/2020 ---- ---- ---- 3 ---- ---- ---- 'o I►wM►�C. - - - SCALF( 3):A 1 b rw""P^CTod"MlA1rtS,►aDRstollro SCALE o �OwD IKlD1-�il�1vA IV Po Box�CLoww"Ion SIZE B SHEET: NTS � AAO'V/N1L C.A41bAG SIZE D SHEET: NTS o qL y7 1"ASHEET D03 OF D16 o MAC w/D4wwio ie m z FILE NAME:TWINID_0898GA_OS AXS 500 H H DETAIL D19 Une,Inc. EXPLODED VIEW LID BASE TWINID 0898GA 05 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21 A9 PHOTO RENDER — 21 A9 A� 19.69 000 000 j 1969. 2079. - L50N o T: (207) 591-6427 F: (207) 772-3427 N Q.99Ima a''�"'bwOt►!��^'�'' DRAWN: A Du Tort �a infoOtilsontech.com raroo►IS TK•g000s1Y a NA4A w1i0 WAA-A.)M-SOOR-ASSY z MAY PAM K corm ftgouv co w REVISIONS G P`Av-NC rmt COW DM rOOKOI WAY CHECKED: oroovp Too DATE DESCRIPTION INITIAL ' ►+o•x aibaaM V A►n 7"m 0 SOOR AXS CHAMUR REVWI 1 02/03/23 INITIAL SUBMISSION HAV ewiinres MYf T�Oti1 itspa CA�SMT. ---- ---- ---- oATE: 12�oa/2o2o 3 ---- ---- ---- > -- -- -- SCALE(A3): 1:7 A� SECTION A-A aotuaroTo� �� evc+trst rrwtTO�t Poo/sm.�Desaes4 Q 021.81 rp SCALE m usnrm 1G SIZE B SHEET: NTS 1__ _ C� IRL�1 im 7m t SIZE D SHEET: NTS Co AML Aoommocoso SHEET D04 OF D16 Co z 3 FILE NAME:TWINID_0898GA_05 • TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL INN liesI �■���■■����.� Drill IN III IN IMI .■. .■I 11■ .. ��I MI■��■ INa I EM -IDS Of 11-mm a 0 ■I III ■ _ �� .. 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(207) 591-6427 F: (207) 772-3427 N infotkilsontech.com N N REVISIONS O 0 DATE DESCRIPTION INITIAL w O02/03/23 INITIAL SUBMISSION HAV ---- ---- ---- ---- ---- ---- 3 ---- ---- ---- 0 0 SCALE �I o SIZE B SHEET: NTS I t1��r SIIE D46411114 s SIZE D SHEET: NTS 00 o A 10 I H O ( I ' I ( Q OOWP 4 E r SHEET D06 OF D16 rt �wt.• •wl.tnr• •r rw lot 1 f tl t 1-11 nttl► oaf I o f I 3i. �rr6~ w�'.o�COt�c��•�i�itsn FILE NAME:TWINID_0898GA_05 CHARLES 104 - 12"X1 1 " PEDESTAL ® �°mxm"-- Diq Une,Inc. 8 i 1 or 800.342.15% 12 . 00 TWINID 0898GA 05 INS I DE E TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( ( 1 I 22 , 00 I 38. 08 1 I LJ ' I 10 , 00 — TILSON On a Mission M o T: (207)591-6427 F: (207)772-3427 N InPoOttlaontech.cOm N Z ' o REVISIONS I w DATE DESCRIPTION INITIAL O 02/03/23 INITIAL SUBMISSION HAV 21 . 37 SCALE 150 v SCALE �I o SIZE B SHEET: NTS I S E OurirltG p SIZE D SHEET: NTS cco o , w =� B I O Q H C I I I I O O O W[ SHEET D07 OF D16 � Z � � ril�idN[�j:�..�.K�MM1Ka�l�lti I�rotri� Kl[ t1S IAM011-IIOOOM 3 FILE NAME:TWINID_0898GA_05 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. r, • Hu,, •.? 15% TWINID 0898GA 05 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m LX13END Ile VAX"000 m pm In __ m sm, : Old r,MAW ___ _-_ .i Fir.On 1.7 `sAWM T to K A5 to t AS MOM! + # WREli:VAS rDZX sM 'SAWftrl�&� (WE 49TY- F nM FA4s VEWSICN5 SECTT9M 30A IF Pj.hM CA ik rTPAN F MM WK Al 0"M OF Pft FOR I, RO iK S411 WIDTH WAY BCKAPP N" 1MTH VUTIM PDUMS54tt i TILSON c� On a Mission o :I-- T: (207)591-6427 F: (207)772-3427 N pm I - _ InPoOttlaontech.com wt p REVISIONS IMAM REPAIR MM MWFM 9LDXI-3U 71 :30, DATE DESCRIPTION INITIAL W- ON iW W WTM �Wy 57CM AM 02/03/23 INITIAL SUBMISSION HAV > 0 (� vl SCALE �I SIZE B SHEET: NTS IQ; SIZE D SHEET: NTS Co rYPL � TIFSD-301 SHEET D08 OF D16 0 z 3 FILE NAME:TWINID_o898GA_05 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 r, htTo •.? 1585 9 9 9 9 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898GA 05 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL A SPHALT 7 10 10 PAVEMENT GRAVEL EXISTING B 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 05 6 2 12 11 6 EXISTING OVERLAY EXISTING PAVEMENT FABRIC 1�:7(DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATER D PTH- MINUS UISHOTHERWISEED GS ECIIFIIED.ATE BASE (MIN.) UNLESS TYPE "P" 10 0 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3- (MIN.) MAT ON COLLECTORS. 0 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OOVERLAP APPLIES 4" WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MINIMUM DISTANCES. M IS BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH 0 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. 0 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF D. OVERLAY FABRIC WITH ASPHALT TO FINISH a GRADE OF STREET. L S 0 k o, CONCRETE PANEL. 7 tri CN OD `� TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND N SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. o 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 02/03/23 INITIAL SUBMISSION HAV PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. (W --- ---- ---- 5AWOO TO K .s ilk �s p+Rb7�LE flaoY VCWMLJ& -_--- ---- --- M SAWWTM• ($W OMPATH. SC - iu T1YW FALL. RE SH)NS SECTION 307). 0 UI _ SCALE �I SIZE B SHEET: NTS �I CITY STREET CUTS AND STANDARD DRAWING 00 TWINOFALLS SURFACE REPAIR DETAILS NO- TTESD- 303 SHEET D09 OF D16 SEDSHEET: NTS Co 0 Z FILE NAME:TWINID 0898GA 05 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. 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J%— &o IgIF I A , • � a - �. .� r _Y JO � sus arm CLE —, q. , --- NOTES TILSON On a Mission o ENIMP L7 UN °- _ _- _ __ } • -_-_ T- (207)591-6427 F- (207)772-3427 YPE WMAIFF, VOCFEM 0 QRrATER. tnPoOtIsontech.com IDS Atl ASPH&` N A iSTRJU41M LOL 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 - ,i DATE DESCRIPTION INITIAL O � 02/03/23 INITIAL SUBMISSION HAV vmuTr 111,04mm 1 SWAN FMT w Lm WAY 6E - o REFAi USNO fRGUT_ F POMOM AFtE OREATER THAM 7Y yp@[ YMM�f MAW AN A if w wprr8� Aw A 3 T MIW FUM USE COMPACTED PEA �� EELM A - - a — M' Fil HORMI IAL SFFARA7M FROM D7CPM OTY - - P1�lIt Ya CAP_ kAl=91HO 1REt 7PPIOa14G MY TW CITY 0 vl " � SCALE �I MY pf SIZE B SHEET: NTS = �771q�®7�No , SIZE D SHEET: NTS oo a T, D" SHEET D11 OF DI Co TRENCH 0 z 3 FILE NAME:TWINID_o898GA_05 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. • T W I N I D_0898GA_05 / v TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 24• �D SKID DETAIL LEGEND N T>c O yap CUT To nT 20 CAMNQ POPE O3 •'.a' Ctom OM F.tAM000 SIM% OPT cOWvIcIAuT FNPVi A= CAWNG W9, ATOMs (C•►W Mc CO APPRI 9L9STTR llm 13' CAAN IM F4F[ Z SPACLWS PVt STn CAM W FVL 3 9ACRS 1'R 1") 4 Sta0o1N STm CAINC 31I W% *ALL MbtM[Si MR dA CIP 1' CKAT[R TNAlb CAIII WE KU O 011TSM II !dl 2 4 © Y i1 COW STAftXSS SR& SToJRVIC. 4' QC. Wn A Mk CI TWO SV WS IKTOM "t r011IR 45' APOLLAR S1'AC9 ICLED MTN SAA77, GMOUT; 31W CRALQ OR "V2 MAMMAL AS AMWM B1' sE [MlsrtR 7 {;) NOTES: k 1' um a mma A v A vcTmw pwo rom% nc "sloo uom N L S O I�i "s DUAL is mcp<=. Sti6111T a?w N aRANI IUt AP"OVAL BY 11C C%Gh4W§ " M .. _ TO CONSTN.1CllOr o T. (207) 591-6427 F: (207) 772-3427 c� III SECTION A-P1 OF WG P03VO PV9 U000ttT, ACIt1RbcNT CIT C 1 w lK � �a� A,MµM OFomsm OF CMr� infoOttlsontech.com x z h T P" FWATAWK APO F%,M OF roft^AR SPMX REVISIONS O KTUM C&04 Pic A%V CANRWR POL ALL 0 Ia Tlt AF'PROYy SP TIK Orc11ItDI MCOR 10 DATE DESCRIPTION INITIAL NSTKLAG 1NE PtFC O 02/03/23 INITIAL SUBMISSION HAV ---- ---- ---- ---- ---- ---- 3 ---- ---- ---- "it --- --- --- O �I IOAHO STANDARDS BORING AND JACKING STANDARD ORAWNG SCALE �I FOR PUBLIC WORKS �- CONSTRUCT" DETAILS SD-307 SIZE B SHEET: NTS SIZE D SHEET: NTS oo co SHEET D12 OF D16 0 z 3 FILE NAME:TWINID_0898GA_05 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1O1M ag Line,Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_OS CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL /YR3M MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED NTH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. k v © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. LSO 04 .. _ M 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 c� ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. N Z OE O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION NITIAL O BASED ON LOCAL POLICY, SEE SECTION 700. 02iO3i23 INITIAL SUBMISSION HAv © 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. SCALE o SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS Co (D, TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130FD16 0 z 3 FILE NAME:TWINID_0898GA_05 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. t, ,• Hui, •.? 1585 51 NOW Ama-m l r**r WIWI TWINID 0898GA 05 TWIN FALLS,ID 'StEE ' 7 MATERIAL DESCRIPTION QTY ACTUAL FT lvArr rn ewA" up"fl4.aC" WMAM LA)" b7a]lM 1190{M f ml Mr fl.%vb 3 t5 27 SG � 24 3t kd 44 (70) 1*4 (t"] Wrp 12MO] TOTOL Ia5 "& iA jd �- kMkNAR� 9ft91r�Y`VQNW CAM F r � R um L!t:.dLY -DJ @I ` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa ITE 8Am gmF*iiI iwmar., TM LwjA Pmw 1I11n,rwff�w;IIwl(SEE GTY OF rmW FAUS LW%R liAMPQR ArON KA141 ' I CD TILSON �i On a Mission N ° ,m��p� V�rq o .._ �-w^W,.m r_..7!•.'_�- .._. _� '' WPI _ T- (207)591-6427 F. (207)772-3427 N OF '!5af1S-AsM� 1Y fi XW,�, tnfoOtIsontech.com Z REVISIONS C _ j aaai�_tatt_ _o f; CM mi w ,l DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION HAV p vI MMMIN REQUOM'MH AFFROMMS llAS1 TUF_ SCALE Lo SIZE B SHEET: NTS QTY Y � AL �TANIDARD �A SIZE D SHEET: NTS Co oI 14� ST E TSECTIONTF - SHEET D14 OF D16 z 3 FILE NAME:TWINID_o898GA_05 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. r, ,• rtiu�, •.? 1585 ' TWINID 0898GA 05 TWIN FALLS,ID . %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS SITS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE Ill—NEW ALLEYS its-- — .— -— TYPE. IV-NEW ALLEYS � �ftilliMMT M CD 1: rrm.at mr,mP ampo mmum, TILSON ..- - On a Mission r� - d: ,.- . -_. _. o T- (207)591-6427 F- (207)772-3427 N_ N NOT- InfoOttl90n1ech.Com 1 St REVISIONS ,yam, "' AM. DATE DESCRIPTION INITIAL �moms- 4w mm—,wr IV,m-Km"a wK 17 m 02/03/23 INITIAL SUBMISSION HAV E7 BY�k f REf +DER U JUM �GYIFM S WD UN! S — — �I SCALE o SIZE B SHEET: NTS TYP A L pl SIZE D SHEET: NTS OF o I" PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TWINID_o898GA_o5 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. r, ,• rtiu�, •.? 1585 FOR FIRE ACCESS ROAD SEE TFS0- TWINID 0898GA 05 TWIN FALLS,ID 7 MATERIAL DESCRIPTION QTY ACTUAL f' J pun 0"w" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-sue TO RAPO E ,X AND ML 0 UT ll . 01 37Rer C=iIXlRACd W A�I %TKV OM 15 TAT GM OA_GE_Sm ORCMt lk. :I[IR AflLLED C4:qi, aL 4P1L E_ CD TILSON Sit 1�Sm[Hrtu w oftA "m u"m mmtm on a Mission oN Lm46dIyy LJL ER TkKy,krw (wp{;I T: (207)5 -6427 - (207)772-3427 nP PLANT IAN P064EMENT 2Z 2.5 7.9 o BAM 2O L I 6.0 REVISIONS 0 � m 8.0 (7.0] IS.S (I&S) IJLO (=a] DATE DESCRIPTION INITIAL O 02/03/23 INITIAL SUBMISSION HAV T4T+w. I" DO tea --- - o P9RP4jW 084M E' av - f kMW ndmATE A-Akr vvx RuwmmP i uAm o j7I w ALTum7m nowww V*;wd IN i4Umi wwxm ir V -NF I.Mmmm 4 um. 0 vI SCALE �I SIZE B SHEET: NTS i SIZE D SHEET: NTS co III— E—S TF D— SHEET D16 OF D16 I 0 z 3 FILE NAME:TWINID_o898GA_o5