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HomeMy WebLinkAboutTWINID_0898GA_09_REV0-compressed llll lllm DFN NAME : TWINID 0898GA 09 TF PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �'�' � t ��■' � �' r t i �w -_ _- � t _ � �. 4 � ��1i ,_.ram .� No . ` DE HA ROO liq -�},Icr�+ , n.�i - 1�._ F:Cr l4'1� E ���- �-'{ � � ai �! •r3 �'�i4�';.:.T�� i :� '• � •��� ,�r - i r i� . -� _..■ � + � _ IC�a Yt�t.+-_ -i ���+!��[.. _- .G y ..• d �}� 7 : ! K .1 - � � r i� _ i htt• TDS N r r Asa U r _ z I 1st ,+t _ '� •. x _ • ls, Aw E Falls Avel t •w TWIN FALLS, • Sanlatue A LJ ;� MATERIAL DESCRIPTION QTY ACTUAL w C04 rp. f .. a .1 • O, 1 �� '- 0O2 C12 - ' • • �� Ir . AM. --=, 1 - 0 pp A 1 1 '� _ ► • c 1 ' , .011'0 56 _ 1 , , _ .O co F iJ e r A v e E - -i3er Ave ETILSON c ' -s , ..., King gate Dr .. •'4 • ERMIT JURISDICTION • • SHEETS: C01 -C22 • NEW • UNDERGROUND • D • • SHEETS: C01 -C22 EXISTING D • • D , / SHEET 1 OF NMI FILE NAME: . ►... •• • ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. R'lI 7r HUi 1 DWG NO. SHEET NAME T W I N I D_0898GA_09_TF 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-C22 CONSTRUCTION DRAWINGS . ..................... ............................................................................................................................ . D01 GENERAL CONSTRUCTION DETAILS . ..................... ............................................................................................................................ . D02 AXS HH COVER DETAIL . ..................... ............................................................................................................................ . D03 AXS 400 HH DETAIL . ..................... ............................................................................................................................ . D04 AXS 500 HH DETAIL . ..................... ............................................................................................................................ . D05 AXS 900 HH DETAIL . ..................... ............................................................................................................................ . D06 CHARLES 101 - 8"X7' PEDESTAL . ..................... ............................................................................................................................ . D07 CHARLES 104 - 12"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 . ..................... ............................................................................................................................ . N E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N o . ..................... ............................................................................................................................ . E02 TRAFFIC CONTROL PLANS LOCATION MAP ............................................................................................................................ . T: (207) 591-6427F: (207) 772-3427 infoOtilsontech.com o E03 TRAFFIC CONTROL PLAN . ..................... ... ............ ...... .. .. .... .... .................................................................... . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS G . ..................... ............................................................................................................................ . DATE DESCRIPTION INITIAL MODERATE VOLUME 0 E05 2 - LANE COLLECTOR / ARTERIAL4„2/23 INITIAL SUBMISSION RNC . ..................... ............................................................................................................................ . -- E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . ..................... ............................................................................................................................ . ---- ---- ---- ul E07 HALF-ROAD CLOSURE MULTI-LANE . ..................... ............................................................................................................................ . E08 WORK ON PARKING LANE �' . ..................... ............................................................................................................................ . 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_09_TF_CID It DIGUnE CONTACT SHEET ag Line,Inc. ,• HL1�J •.? t4g5 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 09 TF 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-1-OSP Construction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 Nate Smith Network Specialist-Node Power 920-397-7733 TWIN FALLS CANAL COMPANY JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 ' Stacie Woodworth Director-New Market Development 608-664-5226 o Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT N N Chris Haskin Director-Network Engineering 608-664-4443 TILSON 0 N On a Mission v Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 Z tnPoOttlsontech.com U Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS O~ Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL a 04/12/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 3 o Bob Perkins Director-New Market Implementation 218-568-2112 U p Jim Scibelli Manager-Field Services 208-996-2755 _ U Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE PI SIZE B SHEET: NTS 0I Todd Naylor NS-1-Route Acquisition 541-797-0539 Q � SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TWINID 0898GA 09 TF CD ® DIOUM GENERAL NOTES ag Line,Inc. ,• Hu�1 •.? t4g5 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 04/12/23 TWINID 0898GA 09 TF 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 0 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 o REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com Z COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS O AFTER POURED. � ASPHALT: REVISIONS O 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 04/12/23 INITIAL SUBMISSION RNC MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN - - THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH - - WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT - - p LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER VI BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. VI 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 G AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SIZE D SHEET: NITS oo oo SHEET B02 OF B03 0 Z FILE NAME:TWIN I D0898GA09 TF CD SYMBOLS KEY It DIGUnE EXISTING PROPOSED EXISTING UNDERGROUND CATV C c AERIAL CABLE A ag Line,Inc.A CONOUITSCHEOULE . HI I�I :-.? 1485 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT z z z z DBE DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E u/E DBDIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—————— DBDIRECTIONAL BORE 3 1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT —Da Im DB 1 L25" DIRECTIONAL BORE 1 1.25' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25"IDIRECTIONAL BORE 2 1.25' TWINID 0898GA 09 TF EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25"JOIRECTIONAL BORE 3 1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —SD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD — EXISTING UNDERGROUND WATER —V`� W CENTERLINE C/L —C/L RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) m — — — — — ELECO VAULT(VLT) O PROPERTY LINE FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER TILSON o STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , On a Mission CATCH BASIN(CB) ® T- (207)591-6427 F- (207)772-3427 Z EXISTING GAS LINE , InfoOtasontech.com O CULVERT(CUL) �< o EXISTING POWER LINE , REVISIONS O GAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE , DATE DESCRIPTION INITIAL a 3 GAS VALVE(GV) ® 04--- INITIAL SUBMISSION RNC EXISTING SEWER LINE , oGAS METER(GM) EXISTING WATER LINE QI UNKNOWN MANHOLE(UMH) OU U -i UNKNOWN HANDHOLE(UHH) n SCALE 01 SIZE B SHEET: NITS Q UTILITY POLE(UP) �QD SIZE D SHEET: NITS co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TWINID 0898GA 09 TF CD 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_09_TF 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 R/ _ \ SD STORM DRAIN E POWER LINE I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER LIGHT POLE LJ O$ SEWER MANHOLE © GAS MANHOLE I - ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER ` ; © COMM MANHOLE ® WATER VALVE 1� \ PLACE NEW © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 TIER 8 HH AT ^ 042.57455371,-1 14.44559090 ® COMM PEDESTAL WATER METER 10'UTILITY EASEMENT ACCESS POINT ID:#3000-004-10 QD DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY GR/GB:N/ISO:N ® CATCH BASIN CULVERT DOC#:0000441856 w i \ C 10 C i � I z � C�9 C 8 C 6 Ia I A3 C04 C 5 II 2 C 1 CO2 C12 C 3 ..G14 C15 A I 2 CI6 C47 r C18r 1 A 2+45/G 0+00 PLACE NEW o m '. 14"OX24"AXS 400 TIER 8 HH AT LU 042.57411267,-114.44558929 � A w Cr9 C�0 1 A 4+43 PLACE NEW L:154' 1 ACCESS POINT ID:#3000-004 I DB(1)1.25" Z GR/GB:Y/ISO:Y 14"OX24"AXS 400 TIER 8 HH AT ¢ 2 042.57410970,-1 14.44485392 n A 3 L:52' I L:198. ACCESS POINT ID:#3000-005 L:41 0 fV DB(2)1.25" DB(1)1.25" GR/GB:N/ISO:N DB(1)1.00" PREPARED FOR: ETILSON _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com A 0+00 � R/W REVISIONS EXISTING 500 HH AT I A 1+93/G 0+52 L:95' 2�� 042.57397663,-114.44630836 DATE DESCRIPTION INITIAL :245' DB(1)1.25" L IF PLANNED STRUCTURE � � � 04/12/23 INITIAL SUBMISSION RNC (SEE DFN:TWINID-0898GA-02) DB(1)1.25" ---- ---- ---- IS NOT YET INSTALLED, ---- ---- ---- CONTRACTOR WILL INSTALL STRUCTURE. 7.5 UTILITY EASEMENT SEE DETAIL#3000-003 3 TWIN FALLS COUNTY SCALE GR/GB:Y/ISO:Y \ DOC#:0000536412 SIZE B SHEET:1"=50' ETD# lA�IHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C01 OF C22 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_09_TF 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 DB —SD STORM DRAIN R/W —E POWER LINE - L2+07 PLACE NEW IL ELECTRIC HANDHOLE QELECTRIC VAULT _ 14"�dX24"AXS 400 TIER 8 HH AT L:207' 042.57486402,-1 14.44295752 ELECTRIC METER m ELECTRIC CABINET DB(1)1.25" ACCESS POINT ID:#3000-007.1 ® ELECTRIC MANHOLE GR/GB:Y/ISO:Y TRANSFORMER LIGHT POLE lUl A 13+41 /L 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT OS SEWER MANHOLE © GAS MANHOLE 042.57486485,-1 14.44372625 ACCESS POINT ID:#3000-007 � ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:Y I ❑n TRAFFIC SIGNAL GAS METER Y © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT m I �3 C 10 C C09 C 8 C 6 Cb3 C04 C 5 CO2 C12 ui -_ 2 I �+ O -- N/ i y. VI O I i 3 rn C 6 C47— C18• M l > 3 I U cr 9 c�0 41 Z Q A 7+53/B 0+00 PLACE NEW 6 2+04 PLACE NEW n 2 C A 6+1 1 /A 8+96 22"�dX21"AXS 500 HH AT 14"0X24"AXS 400 TIER 8 HH AT B 3+93 PLACE NEW I--� G 042.57408481,-114.44371189 L:204' 042.57408481,-114.44295551 L:4T L:155' ACCESS POINT ID:#3000-006 DB(1)1.25" ACCESS POINT ID:#3001-001 L 189 DB(1)1.00" 14"OX24"AXS 400 TIER 8 HH AT N � DB(1)1.25" 042.57408678,-114.44225277 DB(2)1.25" GR/GB:Y/ISO:Y GR/GB:N/ISO:N ACCESS POINT ID:#3001-002 PREPARED FOR: /a ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS R/W -R/W _ R/W_ DATE DESCRIPTION INITIAL 3/N 3/fl .7 . 04/12/23 INITIAL SUBMISSION RNC ---- ---- ---- _ I b'UTILITY EASEMENT ---- TWIN FALLS COUNTY SCALE DOC#:0000743399 SIZE BSHEET:1"=50' VTD# IDDHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC CO2 OF C22 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_09_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C9 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE I E12+91 PLACE NEW IL ELECTRIC HANDHOLE QELECTRIC VAULT 14"�X24"AXS 400 TIER 8 HH AT a. 042.575$501 1,-1 14.4444521$ ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:#3000-004-23.2 ® ELECTRIC MANHOLE I lUl TRANSFORMER LIGHT POLE 10'UTILITY EASEMENT O SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY w DOC#:0000441856 _ L;46' ® SEWER VALVE ® GAS VALVE DB(1)1.25" TRAFFIC SIGNAL GAS METER I \ © COMM MANHOLE ® WATER VALVE T] COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER PLACE NEW O DRAINAGE MANHOLE C-0)UTILITY POLE \ I 14"�X24"AXS 400 TIER 8 HH AT ® CATCH BASIN CULVERT � 042.57554129,-114.44560160 I ACCESS POINT ID:#300t 11111 12 C 10 C C9 C8 C6 •I D I C04 C 5 n C 1 CO2 C12 IO C3 ...G14 C15 C 6 C47—j C18� v m — — Cr 9 CI0 , I I r 12 f w761 PREPARED FOR: PLACE NEW * ' _ 14"f�X24"AXS 400 TIER 8 HH AT � — rfc, 3 042.57502577,-1 14.44559620 � � �� I' i I ACCESS POINT ID:#3000-004-1 1 I I GR/GB:N/ISO:N a ETILSON z A T:(207)591-6427 F:(207)772-3427 - ( info@filsonfech.com - T I REVISIONS DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC ---- ---- ---- 747 SCALE . . . . , SIZE B SHEET:1"=50' TD# 1IIHS Ol HD-LVW SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC CO3 OF C22 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_09_TF 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 #C8 W WATER MAIN SEWER 15'UTILITY EASEMENT —so 'TORMDRAIN E POWER LINE E 13+37 PLACE NEW TWIN FALLS COUNTY 14"0X24"AXS 400 TIER 8 HH AT DOC#:1991008662 ELECTRIC HANDHOLE ELECTRIC VAULT Q 042.57584912,-1 14.44428051 D 9+96 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:#3000-004-23.3 ® ELECTRIC MANHOLE GR/GB:Y/ISO:Y LIGHT POLE TRANSFORMER D 12+52 O$ SEWER MANHOLE © GAS MANHOLE D 11+23 PLACE NEW L:218 14"OX24"AXS 400 TIER 8 HH AT L:222' ® SEWER VALVE ® GAS VALVE DB(1)1.00" 042.57584416,-114.44263964 DB(1)1.00" ❑n TRAFFIC SIGNAL GAS METER ACCESS POINT ID:#3000-014-7 © COMM MANHOLE ® WATER VALVE GR/GB:N/ISO:N © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT F I J _ C 10 cc T— C�7q C 8 C 6 U ^�^ Cb3 C04 C 5 l J, Lu w 2 C 1 002 C 12 ...G14 C15 V/ I ,^ I V/ 2 C 6 C47 r C18� v U I Cr9 C�0 L C2 PREPARED FOR: A 13+81 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 042.57497216,-1 14.44372127 A 14+g3 PLACE NEW ETILSON ACCESS POINT ID:#3000-008 14"OX24"AXS 400 TIER 8 HH AT A 16+82 PLACE NEW L:200' GR/GB:N/ISO:N DB(1)1.00" 042.57499174,-1 14.44335863 L:199' 14"OJX24"AXS 400 TIER 8 HH AT DB(1)1.25" T:(207(591-6427 F:(207)772-3427 • ACCESS POINT ID:#3000-009 042.57498747,-114.44261822 info@tllsontech.com A 13+91 L:102 GR/GB:N/ISO:N DB(1)1.25 ACCESS POINT ID:#3000-010 DB(1)1.2s" REVISIONS _ M a GR/GB�N/I, DATE DESCRIPTION INITIAL L'39' uB 04/12/23 INITIAL SUBMISSION RNC — _ ,D B(1)1.25" �� # ---- ---- ---- a 1+91 W W SCALE w _ _ SIZE B SHEET:1"=50' Z:)# IIIHS Ol H:)l`dW SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C04 OF C22 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_09_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C6 GAS LINE W WATER MAIN SEWER SD STORM DRAIN —E POWER LINE A 25+53 PLACE NEW IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"OJX24"AXS 400 TIER 8 HH AT L:67'" 042.57582853,-1 14.44053665 — ELECTRIC METER m ELECTRIC CABINS ACCESS POINT ID:#3000-013 ® ELECTRIC MANHOLE DB(1)1.00 � TRANSFORMER GR/GB:N/ISO:N LIGHT POLE LJ O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER 2 © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT - ® COMM PEDESTAL `hl' WATER METER OD DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT • C 10 CC 7— C�9 C 8 C 6 U - I m Cb3 C04 C 5 ui A w \ C 1 CO2 C12 1 C 3 ....C14 C15 V/ O r �C6 C4-7—j C18 1 TWIN FALLS ' CHRISTIAN Cr9 4 C 1 U ACADEMY 1 ' 12 — PREPARED FOR: o L:477' ' DB(1)1.25" I � 3 A 18+83/M 0+00 PLACE NEW I A 20+76 PLACE NEW ETILSON 14"(dX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.57498352,-1 14.44187390 042.57497724,-1 14.441 15490 T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:#3000-011 ACCESS POINT ID:#3000-012 — — info@tllsontech.com 40 GR/GB:Y/ISO:Y L.194' GR/GB:N/ISO:N A 22+44 REVISIONS DATE DESCRIPTION INITIAL _■ 04/12/23 INITIAL SUBMISSION RNC +� ---- ---- ---- 7DB(1)1.25" T— • � SCALE W SIZE B SHEET:1"=50' ZT:)# l�EIHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC I C05 OF C22 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_09_TF 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 SEWER SD STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT � ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER _ LIGHT POLE R/W \ O$ SEWER MANHOLE © GAS MANHOLE _ l ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE O © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE — ® CATCH BASIN CULVERT X 3:: - +! C 10 C cy 0 I C�9 C 8 C 6 U c — — jCb3 C04 C 5 I 1 W C12 w C 1 CO2 w I L:429' DB(1)1.25" C 3 —Cl4 C15 O r 1 C6 C4-7— C18� U Cr9 C 0 1 - C C 2 CHURCH OF JESUS CHRIST PREPARED FOR: OF LATTER + DAY SAINTS w ETILSON • T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS a� DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC ---- ---- ---- SCALE SIZE B SHEET:1"=50' S:)# 1IIHS Ol H:)l`dW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF C22 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_09_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB- PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB-DB- PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER -R/W- RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE r LIGHT POLE IF PLANNED STRUCTURE TRANSFORMER 2 A 33+17 O SEWER MANHOLE © GAS MANHOLE A 33+89 ® SEWER VALVE ® GAS VALVE EXISTING 400 TIER 8 HH AT ❑TS TRAFFIC SIGNAL GAS METER I op 042.57792202,-1 14.44079817 r. © COMM MANHOLE ® WATER VALVE —= (SEE DFN:TWINID_0898GA_06) © COMM HANDHOLE HYDRANT IS NOT YET INSTALLED, ® COMM PEDESTAL WATER METER _ CONTRACTOR WILL INSTALL STRUCTURE. L:235' SEE DETAIL#3000-015 DB(1)1.25" O DRAINAGE MANHOLE � UTILITY ) GR/GB:N/ISO:N . ® CATCH BASIN CULVERT 3 M/a M/a M/a M/a — M/a C 10 C — w — C�9 C8 C 6 W U Ira, C 3 C04 C 5 w I CO3 C 1 CO2 C12 Lu R/W -- R/W \ _ R R/W c 3 ..Gt4' C15 T 1+99 O \1 DB 1) r A31+54/T1+71 DB 1) CI6 C47--j C18r T 3+08 PLACE NEW '• 14"OX24"AXS 400 TIER 8 HH AT Cr9 C�0 C 1 042.57753297,-1 14.44006492 1 L ACCESS POINT ID:#3000-014.1 L:172' GR/GB:Y/ISO:Y C DB(2)1.25" 2 ti PREPARED FOR: �• f Z 0 _ ETILSON o _ D 2+15 PLACE NEW J T:(207(591-6427 F:(207)772-3427 14"OX24"AXS 400 TIER 8 HH AT info@tilsonfech.com 042.57703402,-1 14.44131790 w ACCESS POINT ID:#3000-014-1 REVISIONS GR/GB:N/ISO:N A 29+83/D 0+00/T 0+00 PLACE NEW �' DATE DESCRIPTION INITIAL L.215' 14"OJX24"AXS 400 TIER 8 HH AT 04/12/23 INITIAL SUBMISSION RNC L:187' D 0+g5 042.57700629,-1 14.44053397 ---- ---- ---- DB(1)l.25" DB(1)1'25 ACCESS POINT ID:#3000-014 D 0+97 GR/GB:Y/ISO:Y ____ M/a SCALE EASTLAND DR N — I / SIZE B SHEET:1"=50' 9D# 11 1 H S 01 H�l V W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C22 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_09_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB- PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB-DB- PROPOSED DIRECTIONAL BORE ••• ••.... FUTURE DIRECT BURY 1 F DROP FIBER -R/W- RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE W WATER MAIN SEWER L:103' -SD STORM DRAIN E POWER LINE DB(1)1.25" E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE L C R/W LIGHT POLE TRANSFORMER E 6+98 I \ I _L:112' O SEWER MANHOLE © GAS MANHOLE E 5+91 /E 6+69 E 7+56 ?i ( ) •DB 1 1.25" SEWER VALVE GAS VALVE E 7+26 �\ D 15+77 PLACE NEW 15'UTILITY EASEMENT I ❑ TS TRAFFIC SIGNAL G GAS METER 14"OX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY © COMM MANHOLE ® WATER VALVE E 7+72 PLACE NEW 042.57673889,-114.44311975 DOC#:1991008662 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#3000-014-10 D 6+72 PLACE NEW © COMM HANDHOLE HYDRANT 042.57682886,-1 14.44390564 GR/GB:N/ISO:N w 14"OX24"AXS 400 TIER 8 HH AT ® COMM PEDESTAL l�1 WATER METER ACCESS POINT ID:#3000-004-22 042.57673133,-114.44216220� O DRAINAGE MANHOLE �)UTILITYPOLE GR/Ge:N/ISO:N I ACCESS POINT ID:#3000-014-4 E 8+02 - GR/GB:N/IS N ® CATCH BASIN CULVERT 1 it E 8+62 m I 15'UTILITY EASEMENT C 10 C TWIN FALLS COUNTY _ DOC#:1991008662 L:107' U - I DB(1)1.00" L:106' 3 C 9 C 8 C 6 m III—DB(1)1.00" Cb3 C04 C 5 Lu = c 1 cot C12 Lu L:354' _ DB(1)1.25" D 14+71 PLACE NEW O C 3 ...C14 C15 14"OX24"AXS 400 TIER 8 HH AT. D 7+78 PLACE NEW O 042.57644657,-1 14.44312512 I 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#3000-01, I 042.57644099,-114.44216220 = C 6 C41—� r C18� 7 GR/GB:N/ISO:N ACCESS POINT ID:#3000-014-5 w m 1 1 GR/GB:N/ISO:N' j I I ' U E 9+84 'I I m C I C I20 1 L E 11+26/J 0+00 PLACE NEW �j / L:130' - r 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.OU' Q 042.57622440,-1 14.44435562 E 10+47 / \ l / g7 2 ACCESS POINT ID:#3000-004-23 / GR/GB:Y/ISO:Y c: L:123' t c\ PREPARED FOR: D 13 PLACE NEW 40 - 14"OX24"AXS 400 TIER 8 HH AT 042.57608907,-1 14.4431 1707 ACCESS POINT ID:#3000-014-8 ��\ D 9+01 PLACE NEW T I L S O N GR/GB:N/ISO:N 14"OX24"AXS TIER 8 HH 042.57610325,-1-114.442163 5 4 EACCESS POINT ID:#3000-014-6 T:(207(591-6427 F:(207)772-3427 \ GR/GB:N/IS N info@filsonfech.com 3 � REVISIONS Rik DATE I DESCRIPTION INITIAL Z 04/12/23 INITIAL SUBMISSION RNC 0 \ ---- ---- ---- / SCALE m SIZE B SHEET:1"=50' V:)# 11IHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C08 OF C22 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_09_TF 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 -E POWER LINE ' _ IL ELECTRIC HANDHOLE Q ELECTRIC VAULT d' I — ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER PLACE NEW \� LIGHT POLE lUl M/8 I 14"OX24"AXS 400 TIER 8 HH AT SEWER MANHOLE © GAS MANHOLE M 042.57696368,-1 14.44560595 �/ E 6+30 PLACE NEW ® SEWER VALVE ® GAS VALVE ACCESS POINT ID:#3000-004-15 10'UTILITY EASEMENT GR/GB:N ISO:N 14"OX24"AXS 400 TIER 8 HH AT Ts TRAFFIC SIGNAL GAS METER / � TWIN FALLS COUNTY / 042.57690165,-114.44440625 © COMM MANHOLE ® WATER VALVE DOC#:0000441856 ACCESS POINT ID:#3000-004-21 - - y GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT R ry I _ COMM PEDESTAL Q WATER METER ILL] \ O DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT II *C 10 C PLACE NEW 3 cog C 8 C 6 14"OX24"AXS 400 TIER 8 HH AT D I 042.57648023,-1 14.44560080 J ' ACCESS POINT ID:#3000-004-14 ^ Cb3 C04 C 5 GR/GB:N/ISO:N C 1 Cot C12 \ O C 3 ,.-,C14 C15 I \ L:26' = C 6 C47 -j r C18r J 1+32 PLACE NEW DB(1)1.00" M 1 14"OX24"AXS 400 TIER 8 HH AT 042.57629748,-1 14.44482634 m ACCESS POINT ID:#3000-004-23.1 Cr9 C�0 41 GR/GB:Y/ISO:Y I _ I or 441 ' n L:105'. L:27' 2 DB(1)1.25" DB(2P.25' J +53/J 0+27 PREPARED FOR: J 1+00 � f I \ J 0+64 3 I \ ( � PLACE NEW 14"OJX24"AXS 400 TIER 8 HH AT �. ETILSON 042.57603978,-114.44560080 k'\ w I ACCESS POINT ID:#3000-004-13 \ T:(207(591-6427 F:(207)772-3427 F I j info@filsonfech.com GR/Ge:N/ISO:N � L:138' REVISIONS DB(1)1.25" DATE DESCRIPTION INITIAL / 04/12/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' £:)# 1IIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C09 OF C22 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_09_TF 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 �y LIGHT POLE lUl TRANSFORMER O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE t © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL WATER METER - , O DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT M/a _ C 10 C W W rl W R/W C�9 7C s C 6 W --T�� _ _ i I l / Cb3 C04 C 5 E 2+44 W R/W (W L. — w I c 1 cot C12 ui E 2+47 L:35' E 0+00 PLACE NEW i __1 a L:293' DB(1)1.00" I 14"OX24"AXS 400 TIER 8 HH AT O NIP _ DB(1)1.25"1 042.57758161,-114.44337188 C 3 ..C14C15 1—� ACCESS POINT ID:#3000-004-18.1 ! O GR/GB:Y/ISO:Y = C 6 C47 C18� L rn 1 r 3 L:47 cp 9 c�o (, I _ DB(1)1.25" ^ 2 E 4+51 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 042.57727662,-114.44428232 PREPARED FOR: ACCESS POINT ID:#3000-004-20 GR/GB:N/ISO:N D 4+02/D 6+00 PLACE NEW 14"OX24"AXS 400 -1 TIER 8 HH 3AT 8 `- ETILSON 0 ACCESS POINT -114.44201338 ACCESS POINT ID:#3000-014-2 a, GR/GB:N/IS N T:(207(591-6427 F:(207)772-3427 D 16+88 PLACE NEW D 5+01 PLACE NEW info@tllsontech.com 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT D 4+42/D 5+60 REVISIONS 042.57704305,-1 14.44312512 042.57703895,-1 14.44238006 L:40' ACCESS POINT ID:#3000-014-10.1 ACCESS POINT ID:#3000-014-3 L:59' DATE DESCRIPTION INITIALDB(1)1.25" L:221' GR/GB:Y/ISO:Y GR/GB:N/ISO:N DB(2)1'25 04/12/23 INITIAL SUBMISSION RNC DB(1)1.25" E 5+39 15'UTILITY EASEMENT E 5+46 TWIN FALLS COUNTY DOC#:1991008662 SCALE •' SIZE B SHEET:1"=50' 8D# 1�EIHS Ol H:)J-Vl l SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C10 OF C22 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_09_TF 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 ;u ® ELECTRIC MANHOLE \ lUl TRANSFORMER pr LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER DC COMM MANHOLE ® WATER VALVE rY 1C] COMM HANDHOLE HYDRANT w ® COMM PEDESTAL Q WATER METER J > / Z O DRAINAGE MANHOLE C UTILITY POLE AL M/a M/a Z ® CATCH BASIN >--\CULVERT -� o M/a M/a M/ — J W _W W' ,c to c W C�9 C 8 C 6 - - D /W R/Nr DB - ^ Cb3 C04 C 5 R/W 1 F 3+10 L:216' c t Coe C12 AL J4 L:219 O DB(1)1.25" C3 •. ...G14 C15 _ F 2+16 PLACE NEW E 2+93/F 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT = I ! s 042.57759737,-114.44525858 042.57758193,-114.44445670 C 6 C47—-j C18r rn ` ACCESS POINT ID:#3000-004-17 ACCESS POINT ID:#3000-004-18 l GR/GB:N/ISO:N GR/GB:Y/ISO:Y m '• Cr9 C�01 i L:110' DB(1)1.25" n 2 o� E 4+04 PLACE NEW L� 14"OX24"AXS 400 TIER 8 HH AT I 0 F 4+35 PLACE NEW 042.57727958,-114.44445667 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#3000-004-19 PREPARED FOR: 042.57725568,-114.44560695 GR/GB:N/ISO:N ACCESS POINT ID:#3000-004-16 GR/GB:Y/ISO:Y ETILSON 10'UTILITY EASEMENT I 0 T:(207(591-6427 F:(207)772-3427 TWIN FALLS COUNTY 3 info@filsonfech.com T DOC#:0000441856 _ ' REVISIONS � . z DATE I DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 3 I ---- ---- ---- - • LJ J ---- ---- ---- SCALE SIZE B SHEET:1"=50' 6:)# 1IIHS Ol H:)l`dW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C11 OF C22 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_09_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C5 GAS LINE W WATER MAIN SEWER — STORM DRAIN E POWER LINE ' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L:123' M 1+69 PLACE NEW ELECTRIC METER m ELECTRIC CABINET DB(1)1.25" - - . ® ELECTRIC MANHOLE �y 14"OX24"AXS 400 TIER 8 HH AT lUl TRANSFORMER 042.57485735,-1 14.44141620 LIGHT POLE ACCESS POINT ID:#3000-01 1.2 M 0+46 PLACE NEW $ SEWER MANHOLE ( GAS MANHOLE 14"OX24"AXS 400 TIER 8 HH AT GR/GB:Y ISO:Y GAS VALVE 042.57485612,-1 14.44187122 ® SEWER VALVE ® ACCESS POINTID:#3000-011.1 # ❑n TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N i © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER Y @ DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT 14 c 10 CC 7- i t T C�9 C 8 C 6 _n I Cb3 C04 C 5 w HI CO2 C12 W � 3 \ 3 -,C14 C15 6 : C47—� C18R r i 1 I ' U B 6+08 PLACE NEW 1 _ Cr9 CI C 1 Q 14"OX24"AXS 400 TIER 8 HH AT 1 042.57408584,-1 14.44145349 I 2 ACCESS POINT ID:#3001-003 S 1+43 PLACE NEW GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT L:215' 5985 DB(1)1.25" L:59' ACCESS POI , ID:#3411-004 PREPARED FOR: DB(1)1.25" ACCESS POINT ID:#3001-004.1 GR/GB:Y/ISO:Y B 6+67 K/w ETILSON L:64' R I T:(207(591-6427 F:(207)772-3427 D B(2)1.25" - info@filsonfech.com = REVISIONS DATE I DESCRIPTION INITIAL R/W 04/12/23 INITIAL SUBMISSION RNC B/+31 /C 0+00/S 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT - 042.57392762,-1 14.44168630 �— M/a a ACCESS POINT ID:#3001-004 r L:79' L;5q' m/ SCALE GR/GB:Y/ISO:Y DB(1)1.25" DB(1)1.00" SIZE BSHEET:1"=50' STD# lIIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C22 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_09_TF 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 #C1 GAS LINE W WATER MAIN — SS SEWER SD STORM DRAIN G 1+47 PLACE NEW —E POWER LINE 14"OX24"AXS 400 TIER 8 HH AT I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.57370973,-1 14.44559332 ACCESS POINTID:#3000-004-1 ELECTRIC METER m ELECTRIC CABINET H 8+42 PLACE NEW GR/GB:Y/ISO:Y I ELECTRIC MANHOLE �y 14"OX24"AXS 400 TIER 8 HH AT lUl TRANSFORMER 042.57361 121,-1 14.44454748 LIGHT POLE tACCESS POINT ID:#3001-004-4 O$ SEWER MANHOLE © GAS MANHOLE uj GR/GB:Y/ISO:Y - ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER I n © COMM MANHOLE ® WATER VALVE - - © COMM HANDHOLE HYDRANT 7.5'UTILITY EASEMENT 3 n- TWIN FALLS COUNTY ® COMM PEDESTAL Q WATER METER TWINFA FALLS COUNTY I PLACE NEW O DRAINAGE MANHOLE DOC )UTILITY POLE 1 14"OX24"AXS 400 TIER 8 HH AT H 8+38 ® CATCH BASIN CULVERT 042.57346085,-1 14.44559600 I I S UTILITY EASEMENT ACCESS POINT ID:#3000-004-2 TWIN FALLS COUNTY GR/GB:N/ISO:N DOC#:0000536412 c to CC 7— E C�9 C 8 C 6 D r L:367' \ _ DB(1)1.25" /�-1 Cb3 C04 C 5 D �. l=I C 2 C12 - it O — M/a (A C,3j. 4 Cls V' I _ 3/n i 2 ! _ m cI Coy—� i \ m f. Cr9 C�01 PLACE NEW C 2 14"OX24"AXS 400 TIER 8 HH AT w 042.57302894,-1 14.44559870 \ ACCESS POINT ID:#3000-004-3 — � GR/GB:N/ISO:N DB(1)1.00„ H 5+71 PREPARED FOR: H 4+75 PLACE NEW TIER 8 HH AT f do 1 04O2S73 3409,00114.44454846— I T I L 5 0 N ACCESS POINT ID:#3001-004-5 GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 :E w w I info@filsonfech.com . - Z REVISIONS Q z DATE DESCRIPTION INITIAL + O 04/ INITIALS ION RNC--- ---- \ ---- ---- ---- o- w I SCALE SIZE B SHEET:1"=50' 9TD# IIIHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C22 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_09_TF 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 #CZ GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE C \ [E] ELECTRIC HANDHOLE Q ELECTRIC VAULT m B 10+30 PLACE NEW ELECTRIC METER m ELECTRIC CABINET 15'UTILITY EASEMENT L:187' ELECTRIC MANHOLE TRANSFORMER 14"�X24"AXS 400 TIER 823 HH AT DB(2)1 TWIN FALLS COUNTY 042.57363689,-114.448428 . LIGHT POLE DOC#:0000536412 PLACE NEW ACCESS POINT ID:#3001-004-1 PLACE NEW GR/GB:Y/ISO:Y OS SEWER MANHOLE © GAS MANHOLE 14"OX24"AXS 400 TIER 8 HH AT 14"OJX24"AXS 400 TIER 8 HH AT B 9+17/C 1+87 ® SEWER VALVE ® GAS VALVE 042.57360331,-1 14.44383670 042.57359541,-1 14.4431 1520 t ACCESS POINTID:#3001-004-3 ❑T$ TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N ACCESS POINT ID:#3001-004-2 3/n GR/GB:N/ISO:N U E © COMM MANHOLE ® WATER VALVE U/E © COMM HANDHOLE HYDRANT \ L.1H6 + ® COMM PEDESTAL Q WATER METER L:113' O DRAINAGE MANHOLE 0 UTILITY POLE DB(1)1.25" ® CATCH BASIN CULVERT w \ \ C 10 cc T— m m M 15'UTILITY EASEMENT TWIN FALLS COUNTY -- C�9 C 8 C 6 DOC#:0000743399 D U J r'C 2+99 ^ Cb3 C04 C 5 w �- M -- Al CO2 C12 W Ar __ M/N — — M/a �_ 3/n /M�� M c�3 .Cta Cts M/a _ � I 0 m CI6 C4-7 C18' R/W m a U/E --i cp9 cot U ( - (�j 2 m H 2+84 PLACE NEW 14'O.1X24"AXS 400 TIER 8 HH AT L:191' 042.57312816,-114.44383902 H 0+87 m PREPARED FOR: DB(1)1.25" ACCESS POINT ID:#3001-004-6 L:37' L:284 I PLACE NEW GR/GB:N/ISO:N DB(1)1.00" DB(1)1.25" � 14"(dX24"AXS 400 TIER 8 HH AT � 042.57299319,-1 14.44195942 ACCESS POINT ID:#3001-004-12 � Tr GR/GB:N/ISO:N 15'UTILITY EASEMENT I 13 ETILr ON TWIN FALLS COUNTY DOC#:0000743399 m 15'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 w TWIN FALLS COUNTY info@filsonfech.com H 0+00 PLACE NEW DOC#:0000743399 REVISIONS * 14"O)X24"AXS 400 TIER 8 H I j DATE DESCRIPTION INITIAL 042.57288421,-114.44311096 96 ACCESS POINT ID:#3001-004-7 04/12/23 INITIAL SUBMISSION RNC GR/GB:Y/ISO:Y — m I ----T II SCALE SIZE B SHEET:1"=50' LTD# l�EIHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C14 OF C22 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_09_TF 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 12 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER J LIGHT POLE O SEWER MANHOLE © GAS MANHOLE • / . ® SEWER VALVE ® GAS VALVE I 0 TRAFFIC SIGNAL GAS METER � © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL hl WATER METER O DRAINAGE MANHOLE �)UTILITY POLE Y _ ® CATCH BASIN CULVERT .Z1 ` C 3+73 PLACE NEW C 4+50 m + C 10 CC 7- 14!'OX24!'AXS 400 TIER 8 HH AT 042.57332981,-114.44168670 ACCESS POINT ID:#3001-005 DB(1)1.25" C 4+91 PLACE NEW I C�9 C 8 C 6 GR/GB:N/ISO:N PPP 14"GX24"AXS 400 TIER 8 HH AT + U C 3+95 042.57331578,-1 14.44128293 ACCES3 I G GR GBSN/OISOINT ID:#3001-006 I # ` I Cb3 C04 C 5 7 G �F - T w CO2 C12 w 7.5'UTILITY EASEMENT - TWIN FALLS COUNTY DOC#:2006019597 C 3 ..114 C15 _ C 5+25 O C6 : C4-7— C18 = W 3 n w r _ �` Cr9 ' C�o C21 U � L:116' • - DB(1)1.25" + Q ' 2 C 5+70 i c + 3 m C 6+07 PLACE NEW I 611• PREPARED FOR: 14"OJX24"AXS 400 TIER 8 HH AT 042.57301409,-114.44131522 ACCESS POINT ID:#3001-007 GR/GB:N/ISO:N ETILSON T:(207)fo@til27 F:ch.c 772-3427 kL 6 info@filsonfech.com �. REVISIONS • DATE DESCRIPTION INITIAL r� A 04/12/23 INITIAL SUBMISSION RNC ---- ---- ---- — — SCALE m SIZE B SHEET:1"=50' 8T:)# l�EIHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C15 OF C22 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_09_TF 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 #C13 GAS LINE W WATER MAIN SEWER SD STORM DRAIN ;u —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET PLACE NEW ® ELECTRIC MANHOLE 14"O)X24"AXS 4001 TIER 8 HH AT I LIGHT POLE lUl TRANSFORMER 042.57271883,-1 14.44559870 ACCESS POINTID:#3000-004-4 O SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE PLACE NEW 0 TRAFFIC SIGNAL GAS METER i 14"OJX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE 042.57 N ISO:N 247126,-114.44559690 3 © COMM HANDHOLE HYDRANT } ACCESS POINT ID:#3000-004-5 GR/GB: ® COMM PEDESTAL Q WATER METER . / m O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT P C 10 CC 7- 7.5'UTILITY EASEMENT 3 j C�9 C 8 C 6 TWIN FALLS COUNTY Z D DOC#:0000536412 ^ Cb3 C04 C 5 40 CO2 C12 Al 2 t \ O -- _ - - C 3 14 C15 m l . Chb C4-7—� r C18 m -. cp 9 c�o PLACE NEW n 2 14"OX24"AXS 400 TIER 8 HH AT 042.57198470,-114.44560050 ACCESS POINT ID:#3000-004-6 GR/GB:N/ISO:N PREPARED FOR: jjpjo��' 3 ETILSON T:(207(591-6427 F:(207)772-3427 lal info@filsonfech.com 70 REVISIONS 1� DATE I DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC SCALE — SIZE B SHEET:1"=50' 6TD# IIIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C22 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_09_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C14 GAS LINE W WATER MAIN SEWER \� SD STORM DRAIN —E POWER LINE / E] ELECTRIC HANDHOLE Q ELECTRIC VAULT / \ ELECTRIC METER m ELECTRIC CABINET / ® ELECTRIC MANHOLE �y u lUl TRANSFORMER C V � LIGHT POLE m o \ PLACE NEW QS SEWER MANHOLE © GAS MANHOLE \ o 14"OX24"AXS 400 TIER 8 HH AT ® SEWER VALVE ® GAS VALVE Z 042.57260767,-1 14.44196030 TRAFFIC SIGNAL GAS METER U / a ACCESS POINT ID:#3001-004-11 U GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE / I © COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER R� m O DRAINAGE MANHOLE C UTILITY POLE I ® CATCH BASIN CULVERT / C I C 10 CC 7— PLACE NEW I � C09 C 8 C 6 14"OJX24"AXS 400 TIER 8 HH AT 15'UTILITY EASEMENT D U TWIN FALLS COUNTY 042.57220077,-114.44196030 I PLACE NEW 00743399 ACCESS POINT ID:#3001-004-10 Cb3 C04 C 5 DOC#:00 / 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N ISO:N w 042.57220473,-114.44310830 C , Coe C12 ACCESS POINT ID:#3001-004-8 w GR/GB:N/ISO:N n ,O^ C 3 .C14 C15 O PLACE 1 = NEW c b rn c4� � C18• 14"OX24"AXS 400 TIER 8 HH AT rn 042.57220077,-114.4424 m i , ACCESS POINT ID:#3001-004-9 Cr9 �clo C21 U GR/GB:N/ISO:N �I 2 Gco PREPARED FOR: -� ,� I — z ETILSON IMMANUEL LUTHE � �X_ — - T:)207)591-6427 F:(207)772-3427 SCHOOL t info@tilsonfech.CoM REVISIONS DATE DESCRIPTION INITIAL + m 1 W 04/12/23 INITIAL SUBMISSION RNC RAW _ R ---- ---- ---- 2055 w r U SCALE \ SIZE B SHEET:1"=50' OZ:)# lA�IHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C22 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_09_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE C 7+52 PLACE NEW �3 ® � TRANSFORMER 142X24"AXS 400 TIER 8 HH AT LaJ LIGHT POLE LJ 042.57261707,-1 14.44131388 \ ACCESS POINT ID:#3001-008 - 2215 $ SEWER MANHOLE ( GAS MANHOLE GR/GB:N/ISO:N � ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER I © COMM MANHOLE ® WATER VALVE U r / © COMM HANDHOLE � HYDRANT / ® COMM PEDESTAL WATER METER / O DRAINAGE MANHOLE 0 UTILITY POLE ' C ® CATCH BASIN CULVERT C 10 CC 7— L: DB(1)1.25" C�9 C 8 C 6 U W I 7 R�If/ Cb3 C04 C 5 L:60' w R 0+46 PLACE NEW A I DB(1)1.00" C 1 Coe C12 L j j 14"OX24"AXS 400 TIER 8 HH AT \ ACCESS POINT ID:#3001-009.1 - � r - � C 3 ,...G14 C15' v Ln GR/GB:Y/ISO:Y O I C 9+24/R 0+00 PLACE NEW l C 14"(dX24"AXS 400 TIER 8 HH AT I � 6 : C47—� J18 . 042.57214565,-1 14.44136426 ACCESS POINT ID:#3001-009 r GR/GB:Y/ISO:Y CI P C 9 O i1 U _ i C2 G L:46' 10'UTILITY EASEMENT DB(1)1.25" TWIN FALLS COUNTY DOC#:2006019597 PREPARED FOR: U/E /� L:164' - - � DB(1)1.25" ETILSON m T:(207(591-6427 F:(207)772-3427 7. info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL W \ ,�F 04/12/23 INITIAL SUBMISSION RNC — �� ---- ---- ---- �iF SCALE ' SIZE B SHEET:1"=50' TZ:)# 1�1�]HS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C18 OF C22 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_09_TF 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 #C16 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE W E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 3:: ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE PLACE NEW O SEWER MANHOLE © GAS MANHOLE 14"OX24"AXS 400 TIER 8 HH AT �lu ® SEWER VALVE ® GAS VALVE 042.57148100,-1 14.44559600 TRAFFIC SIGNAL GAS METER ACCESS POINT ID:#3000-004-7 f :C)GR/GB:N/ISO:N COMM MANHOLE ® WATER VALVE - I COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT 7.5'UTILITY EASEMENT TWIN FALLS COUNTY - DOC#:0000536412 w \ I c to CC 7— C�9 C 8 C 6 J� I — ^ Cb3 C04 C 5 Lu \ \T/ PLACE NEW 1 14"OX24"AXS 400 TIER 8 HH AT Al CO2 C12 �■.., 042.571 12710,-1 14.44559550 I I O ACCESS POINT ID:#3000-004-8 C 3 ..G,4 C15 GR/GB:N/ISO:N I=TI cl b ; cps—� r c18• . m l '. ! 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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_09_TF 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 #C17 GAS LINE W WATER MAIN — SS SEWER —SD STORM DRAIN —E POWER LINE PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT IL ELECTRIC HANDHOLE Q ELECTRIC VAULT � ( 042.57166548,-1 14.44310830 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:#3001-017 ELECTRIC MANHOLE GR/GB:N/ISO:N 3 C 20+16 PLACE NEW ® LIGHT POLE TRANSFORMER 14"OX24"AXS 400 TIER 8 HH AT I 042.57153930,-1 14.44247551 OS SEWER MANHOLE © GAS MANHOLE ACCESS POINTID:#3001-014.2 ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:Y TRAFFIC SIGNAL � GAS METER C � :C) COMM MANHOLE ® WATER VALVE m COMM HANDHOLE � HYDRANT T _ I ®10'UTILITY EASEMENT COMM PEDESTAL `l�1' WATER METER TWIN FALLS COUNTY OD DRAINAGE MANHOLE )UTILITY POLE I w DOC#:2006019599 ® CATCH BASIN CULVERT 7.5'UTILITY EASEMENT L r TWIN FALLS COUNTY :3 DOC#:2006019599 - I I L:145' c ----CIO CC 7— DB(1)1.25" C09 C 8 C 6 U D — I 3 ^ Cb3 C04 C 5 \C 18+/l PLACE NEW _: IJ_I 14"OX24"AXS 400 TIER 8 HH AT Al CO2 C12 ui JM m 042.571 14129,-1 14.44247957 ACCESS POINT ID:#3001-014.1 O -- (f� PLACE NEW GR/GB:N/ISO:N � C 3 ..C14 C15 I 14"OX24"AXS 400 TIER 8 HH AT I O 042.571 19734,-1 14.4431110 0 C 6 C47- C18r IMMANUEL LUTHERAN ACCESS POINT ID:#3001-016 I W(�I L:139'.25" rn � CHURCH&CHILD GR/GB:N/ISO:N DEVELOPMENT CENTER Cr9 C�0 C21 u -- ��~ I C Q 22 � C 17+97 �► I• 3 C 17+80 PREPARED FOR: + I M/N�- Im ETILSON IP 3+86 PLACE NEW r r T:(207(591-6427 F:(207)772-3427 14"OX24"AXS 400 TIER 8 HH AT info@tllsontech.com 042.57073117,-114.44310560 w REVISIONS GR/GB:Y/ISO:Y ACCESS POINT ID:#3001-015 �• K DB -- DATE DESCRIPTION INITIAL U/ E 04/12/23 INITIAL SUBMISSION RNC C 17+32/P 0+00 PLACE NEW J� 14"OX24"AXS 400 TIER 8 HH AT L:169' --- -- --- 042.57077728,-114.44242726 DB(1)1.25" ---- ---- ---- ACCESS POINT ID:#3001-014 SCALE P 0+20 GR/GB:Y/ISO:Y SIZE B SHEET:1"-50' ZZ:)# IIIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C20 OF C22 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_09_TF 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 Q 0+46 SD STORM DRAIN E POWER LINE L:103' - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" C 10+88/Q 0+00 PLACE NEW 14"0X24"AXS 400 TIER 8 HH AT ELECTRIC METER m ELECTRIC CABINS Q 1+03 PLACE NEW 042.57169557,-114.44136140 ELECTRIC MANHOLE 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#3001-010 C LIGHT POLE lUl TRANSFORMER 042.57153930,-1 14.44153019 GR/GB:Y/ISO:Y m GAS MANHOLE ACCESS POINT ID:#3001-010.11 OS SEWER MANHOLE © GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER - _ _ © COMM MANHOLE ® WATER VALVE L:159',• © COMM HANDHOLE HYDRANT Ld DB(1)1.25" ® COMM PEDESTAL Q WATER METER • a 10'UTILITY EASEMENT • QD DRAINAGE MANHOLE �)UTILITY POLE C TWIN FALLS COUNTY CATCH BASIN CULVERT m o �o DOC 1:2006019599 � _ L:146' I C 10 C DB(1)1.25" C 12+48 PLACE NEW 0 14"OX24"AXS 400 TIER 8 HH AT C)9 C 8 C 6 N I 042.57125910,-114.44136046 U ACCESS POINT ID:#3001-011 m I GR/GB:N/ISO:N Cb3 C04 C 5 ui Q 2+48 PLACE NEW Al Cot C12 w 14"OX24"AXS 400 TIER 8 HH AT _ \ 042.57114002,-114.44152539 —— ACCESS POINT ID:#3001-010.2 C 3 ...C14 C15 U) GR/GB:Y/ISO:Y I r O ::E C 6 C47— C18� v � I z f Cr9 C�0 � C21 L:164' 2. CQ DB(1)1.25" G C 13+53 c m Alm PREPARED FOR: 3/n C 13+69 C 14+12 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT tr 042.57081526,-1 14.44129934 L 5 N ACCESS POINT ID:#3001-012 I GR/GB:N/ISO:N T:(207)591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL C 15+08 A ��� 04/12/23 INITIAL SUBMISSION RNC C 15+63 PLACE NEW R/W L'151 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" 042.57077530,-1 14.44180129 C 14+62 I = ACCESS POINT ID:#3001-013 C 14+86 c SCALE GR/GB:N/ISO:N \�1 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C21 OF C22 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_09_TF 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 #C20 GAS LINE W WATER MAIN SS SEWER I SD STORM DRAIN 7.5'UTILITY EASEMENT d —E POWER LINE TWIN FALLS COUNTY 0O ,F. 10'UTILITY EASEMENT IL ELECTRIC HANDHOLE QELECTRIC VAULT � DOC#:2006019599 - TWIN FALLS COUNTY ELECTRIC METER ELECTRIC CABINET DOC#:2006019599 m L:386 ® ELECTRIC MANHOLE TRANSFORMER m DB(1)1.25" I w LIGHT POLE P 2+90 z P 1+18 O$ SEWER MANHOLE © GAS MANHOLE u/E ° 3 � _.3 ® SEWER VALVE ® GAS VALVE J M/a ❑TS TRAFFIC SIGNAL �G GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER t _ O DRAINAGE MANHOLE C UTILITY POLE ® CATCH BASIN CULVERT M W / R/W R/W '� R/Yd�-- — R/W c 10 c C 7— C�9 C 8 C 6 Cb3 C04 C 5 d =y C 1 CO2 C12 C 3 ...G14 C15 I! 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MANHOLE EWIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 $LACK BRACKETS. - - Ll FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO. 0070—CIV-042-I►,7- c ALL OTHER DIMENSIONS AND MATERIAL - SPECIFICATIONS SEE THE RESPECTIVE PART _ DRA*INGS AND 301 PART FILES, CAC FILE REFERENCE 0057-CIV-002-ASS. •. CONFORMS TO THE MED!UM DUTY (MO) REQUIRELPEh' '� ' • a o Of 40 kN ACCORDING TO SANS I902 2003 tV � o • + - - g A I 100 180�i 0971 • :LACK • 9RACKETS N dao O;AINAGE T I L S ON O KNO:KOUT On a Mission O - -- r-- T- (207)591-6427 F- (207)772-3427 Z InPoOtilsontech.com o DOME CLOURE r REVISIONS S 9ftACK�Tj • _ A DATE DESCRIPTION INITIAL a ./ 04/12/23 INITIAL SUBMISSION RNC 3 ORAwN K N S060 T 900 R MD �I ,_,Vl wa•ks gra cmEcxw - - �I RE ESS 5 DEEP- 900 MM DIA a 900 MM DEEP, -- - FOR ID TAG \ GATE 101e.06�2 AIEDEAI DUTY K:T ACCESS SCALE 01 PO Wj SCALE POINT SIZE B SHEET: NTS 11 11110lsFACTO"PPf4 NM SIZE D SHEET: NTS w SECTION B—B r2! 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T W I N I D_0898GA_09_TF TWIN FALLS,ID — — MATERIAL DESCRIPTION QTY ACTUAL � I 7 , 5 i INSIDE I 7 . 5 0.*to ADLOCK INSIDE NASD 16.0 O 21 S L50N T: (207) 591-6427 F: (207) 772-3427 Z infoOtilsontech.com O REVISIONS O DATE DESCRIPTION INITIAL d 04/12/23 INITIAL SUBMISSION RNC a ---- ---- ---- ---- ---- ---- U SCALE PI o SIZE B SHEET: NTS I t1�rr�r ;IIE D46411114 SIZE D SHEET: NTS Co00 I A 10 I H 0 1 1 ' ( 0 OOWP 11 v SHEET D06 OF D16 rt �wt.• •awne• er rw I 1 111 Inttl► MU► I 1 3i. �r16~ w�'.o�COt�c��•�i�iesn 4111-11 FILE NAME:TWINID_0898GA_09_TF_CID CHARLES 104 - 12"X1 1 " PEDESTAL ® °m"'"E Diq Une,Inc. 811 o4, 800• 42.ISM 12 . 00 TWINID 0898GA 09 TF 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 N On a Mission T- (207)591-6427 F- (207)772-3427 Z InPoOtHsontech.com O REVISIONS O I DATE DESCRIPTION INITIAL d ' 04/12/23 INITIAL SUBMISSION RNC SCALE 150 21 . 37 - - O o , v SCALE PI o _ SIZE B SHEET: NTS I S E OurirltG p SIZE D SHEET: NTS 00 o I O Q H C I I I I O O O W[ t SHEET D07 OF D16 Z � � ril�ide�~i�..�.K�MM1Ka�l�lti teil�i� Kl[ t1S 9Ql 3 FILE NAME:TWINID_0898GA_09_TF_CID TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. ,• HUB) •.? T4g5 TWINID 0898GA 09 TF TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m *" LXGEND Ile __ m sm, : 14%. pauum' w r,m I ___ _-_ .i Fir.On 1.7 � :VATk rDZX SM SAW.ftrl(&� (WE 49TY- F nM FA4s VEWSICN5 SECT M 30A Ix ',MAWM TAK T4 K Ir MOW[ '0*V PW_ ' 3 OC K S M WIDTH WAY BC KAPP N" VATH VUTIM PDUMS54tt DF err EN004 M N OTMS TILSON On a Mission T: (207)591-6427 F: (207)772-3427 Z pm I - _ InPoOttlaontech.com wt jawgu'"cow - REVISIONS ISHFAM RPM MM MW FM -3U(WE .30X. DATE DESCRIPTION INITIAL ' - C� ON TW W WTM �l�j 57CM AM 04/12/23 INITIAL SUBMISSION RNC 3 0 UI vl SCALE al SIZE B SHEET NTS 0"" ST � P� S SIZE D SHEET: NTS 0 Tm KAM 00 _ SHEET D08 OF D16 0 z 3 FILE NAME:TWINID_o898GA_09_TF_CID TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 SA • HU�1 •.? 14g5 9 9 g g 4 3 PER EWCUTC. 300. 6 VARIES n 1 TWINID 0898GA 09 TF TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 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 (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN S" AFGREATER D PTH- MINUS IISHOTHERWISEED 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. 446�c 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. v D. OVERLAY FABRIC WITH ASPHALT TO FINISH CN O CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0 k M CONCRETE PANEL. tri N 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 Z O 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOttlsontech.com 1© PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS O PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 04/12/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 3 - -- --- - —-- --- ---- ---- -a 5AWOO TO K AS Fyk AS p488111lE OM 1COXILAFt U T1YW FFALL. RE SH)NS Sf UM 30f? L� OM� - I 0 UI _ SCALE o,l SIZE B SHEET: NTS �I CITY STREET CUTS AND STANDARD DRAWING Co TWINOFALLS SURFACE REPAIR DETAILS NO- TTESD- 303 SHEET D09 OF D16 SEDSHEET: NTS Co 0 Z FILE NAME:TWINID 0898GA 09 TF CD SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. 2 15% I wJr TWINID 0898GA 09 TF TWIN FALLS,ID - - p tiny a �• 9 � �- V- • .� 1 MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KTA 0 — 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: TYpr 3 Q C or CPA'& Accm NOAO WAY VARY , i% : P-MS ION tOCAIM @j P*&AK m awwo Oti AAl NOAO rms LEGEND © ►N1WWAT POO-AM FK ACCMS. nATIRK OpOlN10 N MOTN MUST K %T tF bT K we N MIDTPMIJ 11N1L`.S UfltJrltlst 9LOrtm :Q Puke r wm or 3/4• INP,tPs a va Awncmt T I L S O N �0 90NRC0 pTC?tS 9tALL HAVE A Mgt1t11P CO PACTO TO 95X DRY DDegri On a Mission 3 1 ryls SLOP( KIM •1 SLOP[ O N[OOYMOd>fD *a eACX SLOP( Qrm TdS� 3111 MIN PASRAF OPASS VAT;M E05*4 T- (207)591-6427 F- (207)772-3427 � Oi Z e>}MM101111111 3" sXALL Of A W40AN t-t tnfoOtIsontech.com O SAGO( SLCFE vIPTN 4 1 BApr AOPC K01 Op�Rv e• W.JS PMft C..IOQ COtoACM TO 9?= � occo llfc4mL rK ►Low Lot a K eft uj OPTC" 94ALL W wrv,m Cr 6' oaO. REVISIONS DE EOOFST A"WCATE MSE C*ArX ftAM 3- Of 3/e- ROQtlb aAAX DATE DESCRIPTION INITIAL to 04=0Ad ORANAOC PMING OPTt71 • PNOPpS(p P►E lrE t♦•O)" DN*'"Y5 11COARED >K1H 0 04/12/23 INITIAL SUBMISSION RNC APPRNrED IIM.IiI AA1Q TYPE 0 onE- OF 0- NWV NP S PlIf" GOA'+d CO ^= TO e?19 - M O oI IDAHO STANDARDS STANDARD DRANG -- — FbFt a�,euc WORKS GRAVEL ACCESS WI "0' SCALE SD-304 o coNSTRt�cuoN ROAD SIZE B SHEET: NTS I Q SIZE D SHEET: NTS 00 00 SHEET D10 OF D16 0 0 z 3 FILE NAME:TWINID_o898GA_09_TF_CID TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. ,• HU�1 •.? T4g5 TWINID 0898GA 09 TF 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL . . J%— &o a OEM - �. r -Y � sus A971!! ; : .__ jo =Tw! ag 7 NOTES N . . TILSON On a Mission CENIMPAL7,}'N °-FEK - } • _____ T- (207)591-6427 F- (207)772-3427 YPE f, A GREVM 0 T& tnPoOtIsontech.com Z Atl 1SWJLT;IN A Ste'LNL - - ., 11 ?°rer' in[ ?�15 cl +'I�P� Ill�av€ttA , REVISIONS LOU C* A.:tA&X: DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 3vmuTr P"4mm 1 SWAN FMT w Lm WAY 6Eu ITIE 7 lE M OR CIY I�Mr_ IQ1' _ r"A� LMC GR{IUT- F POMOM AFtE O4EATER THAM - - 1 'SQUME FUOF USE COWPACTE3 PEA �� EElO� A U�7Y yp@t wur YLYiFT W �4 �i�i �fF�� � r4 DKMIWL U IpLmt W GW- _ 30' lil HORMIMTAL SMARA7M FR(M D7CPM OTY - - Q LW=91HO tPEt 7PPRONIM MY TFE QTrV' - -_ vI " � SCALE aI SIZE B SHEET: NTS 01 Ply = TulNo , SIZE D SHEET: NTS oo T, D" SHEET D11 OF DI Co TRENCH 0 z 3 FILE NAME:TWINID_o898GA_09_TF_CID SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. • TWINID 0898GA_09_TF / v TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 24• �D SKID DETAIL LEGEND N TZ O yap CUT To FTT 20 CAMNQ POPE O3 •'.a' Ctom OM F.tAM000 SIM% Q cOWvIcIld"T FNPVi A= CAW-, W9, ATOMs (C•►W Mc CO APPRI 9L9STTR llm IS' CAAN IM F4F[ Z SPACLWS PVt STn CAM W F►t, 3 9ACRS I'R SACK) 4 S1AO01N SIM CAINC 31I W% *ALL "CKM[Si MR dA CIP 2' CNEAID TNAI► CAfII WE KU O 011TSM II !dl 2 4 © Y X COW STAftXSS SR& SToJRVIC. 4' QC. Wn A Mk CI TWO SVtWS IKTOM "t r011IR 45' APOLLAR SIOAC9 If1LID MTN SAN7, GMOUT; 31W CRALQ OR "V2 MAMMAL AS AMWM B1' 1E [MOhtR 7 NOTES: um asANAMcc r AvtTN00 oTNpR TMAH TK vcsloo sl+awr .I LSO CDTNTS DUAL is mcp<=. 56. y a?w N aRANI IUt AP"OVAL BY TIC C%GV4W§ " M .. _ TO CONSTWJC110+r ZC ��` ��N��T� T: (207) 591-6427 F: h.co 772-3427 O SECTION A—w infoOtilsontech.com p 11h T P'1 1NE LIME ANO C*ACC AVMANM W CAAMEA IM C&WK P�AypC,�a OF �ALL REVISIONS O Ia TIt APPWWAL SP flK CrONIMI 0"00 10 DATE DESCRIPTION INITIAL NSTKLAG 1NE Pts[ 04/12/23 INITIAL SUBMISSION RNC a ---- ---- --- ---- ---- ---- U "it �I IOAHO STANDARDS BORING AND JACKING STANDARD DRAVMNG SCALE PI FOR PUBLIC WOWS �- SIZE B SHEET: NTS CONSTRUCT" DETAILS SD-307 SIZE D SHEET: NTS 00 Co SHEET D12 OF D16 0 z 3 FILE NAME:TWINID_0898GA_09_TF_CID 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_09_TF 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: a O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. CN © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. 0 o © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com Z CASE LESS THAN MAJOR COLLECTOR THICKNESS. O 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 BASED ON LOCAL POLICY, SEE SECTION 700. 04/12/23 INITIAL SUBMISSION RNC © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. ---- ---- ---- -- -- -- U OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE -- -- -OTHERWISEAPPROVED BY THE CITY ENGINEER. SCALE �i 12D71z1 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_09_TF_CID TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. ,• HUB) •.? 14g5 51 1 T5 Or**r WIWI TWINID 0898GA 09 TF TWIN FALLS,ID 'StEE♦' 7 MATERIAL DESCRIPTION QTY ACTUAL 7 _ —p low IN— -- J �- "Arr rn ewA" up"fl4.aC" f ml Mr P.%YEmM3 t5 27 SG I!� 24 3 t kd 44 (713) 74.4 [L7] tx4 12MO] TOTOL Ia5 "& "-r-nv oumwr Dm3wry LO i� 'rJ3 iLeGENDJ @1 ` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa ITE B M OQmw-11 iwmarl>vr., LwjA Pmw IIIIn,rwff�wuwj(SEE GTY OF rmW F*LL9 W►5TER 7IRA W*tTAT*N KW/)i ' . . .:_ �- TILSON On a Mission pun-IT�soy _. =11fi_ WPI T: (207)591-6427 F: (207)772-3427 OF .50ILS,f.E�ii tnPoOtilsontech.com O REVISIONS f MMOAK AM W. ,l DATE DESCRIPTION INITIAL i 04/12/23 INITIAL SUBMISSION RNC o — VI mmmm[rE9tJIBF�' BLED S ! S1 SCALE 01 SIZE B SHEET: NTS ` Y�� IL RURAL TANIDARD WA � SIZE D SHEET: NTS co Co > I °T SECTIONTFI D-• SHEET D14 OF D16 oI z 3 FILE NAME:TWINID_o898GA_09_TF_CID TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. ,• HU�1 •.? 14g5 OF ALLEyi TWINID 0898GA 09 TF TWIN FALLS,ID . %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS SITS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE Ill—NEW ALLEYS its-- - .- -- TYPE. IV-NEW ALLEYS � �ftilli MMT Its ffm cmm 1: �.at Mr,mP atodo m, TILSON - _ ..- - ,.- . -_. _. On a Mission T- (207)591-6427 F- (207)772-3427 Z NOT- tnPoOtilsontech.00m O St REVISIONS Nw O ,yam, Rww-';RAWAM-1p#Ld& DATE DESCRIPTION INITIAL �moms- 4w mm—,wr IV,m-Km"a wK 17 m 04/12/23 INITIAL SUBMISSION RNC 0It � 19 i _+4 t nommm�rLL1l X ice. J . -V�'�APO c e_s�:, 3 --- ---- --- 0 OI E7 BY�IifiCEf VER�&►L U JUM �GYIFM S WD UN! S - — �I SCALE o SIZE B SHEET: NTS `TYP CAE PAVE SIZE D SHEET: NTS OF o � PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TWINID_o898GA_09_TF_CID TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. ,• HU�1 •.? 14g5 }W FIRE ACCESS ROAD SEE TFS0- TWINID 0898GA 09 TF TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL f' J t agef ""pun 0"W" ` �'M F !• E[XNALM10 1: r �lil[PA11EiWU Evn44ED GRWE 0 CM-4X-Sr4C M F ARM ,X AM ZX JI .=, 01 37FEer CWiMIRACd W OM 15 TAT GM CIIA-GE-Sm opem twftvvmw" aL 4P1L L_ v N o TILSON 5 11111111m1 r" 112 UUX I M 111m tti,ft-w u"m mmtm On a Mission v Lm46dIyy I*yER TkKy,krw [twin T: (207)591-6427 F: (207)772-3427 Z tnPoOtilsontech.com O PLANT IAN P064EMENT 2Z 2.5 7.9 BASE 2O LAI 6.0 REVISIONS DATE DESCRIPTION INITIAL �eEr,�s� e.0 [T.o] Ie.s (I&s) IrLo (�o.a] 04/12/23 INITIAL SUBMISSION RNC TOT+W. I" DO ma --- - 3 PgRP4jM CM4}ff CAE' 7LD k4 7.1101 - - - - o tf WM nrtATE A-Akr vLt RuwmmP i emL VI tv.2a ALTDMWK no!;)Ww plow a i4Umi W-peEFi ir V -NF t.MPR m 4 um. vI SCALE aI SIZE B SHEET: NTS � i - SIZE D SHEET: NTS co III— E—S TF D— SHEET D16 OF D16 0 z 3 FILE NAME:TWINID_o898GA_O9_TF_CID