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HomeMy WebLinkAboutTWINID_0898HA_10_REV0-compressed Approved DFN NAME : TWINID 0898HA 10 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID b , 6 . A ryr Wdlor+.Ln f •' �_j,'t • y •'lr .1ti L_� .4L J..k-. l r - ' •� 61 'I NODE Pir rn*rr a [1 �*�T� �,-f}� .. � � _ -�• .- � ��' ` r_ - w.•._J �•- �. I 'f •�. �� F a���y ,�•_ .ice �'f..f+T �i4��r.fi ~� � .�����[M1 1� J_J� -; f ..� � �i� ..r �� 1' 4 '� '� � �' i # •Y'��.'��ir ���' a - - I �r � L �•�'hl' _roject Name ��. K '�'�►{{� _I � Y� � +-aim TDS Permit Review Ilk j r APPROVED EIREJECTED �• - - -_ _ Jill;••. -�,rr r *—�� 6 - � 4 REVISE NOT REVIEWED BY esteel DATE9/13/2023 s review . . . conformance the project pliance. mments his iew .. . Contractor/Subcontractor . . . . uirements of the plans and . responsible . ♦1DOW W. Dig Lino.Inc. �..� �, f r •.. Al r9 4 • TWIN FALLS,ID ,A MATERIAL DESCRIPTION QTY ACTUAL Teton Ct —T-w & dis Shoup Avel .ms�gnd Ave -- rye E - , !. . A TDS TILSON 11th Aire C JURISDICTIONPERMIT 0: • NEW UNDERGROUND 0: EXISTING • 0: SIZE B SHEET: NTS SHEET A02 OF A03 FILE NAME:TDS . ,... , ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. F1il 7r HUi 1 DWG NO. SHEET NAME TWINID_0898HA_10 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 . ..................... ............................................................................................................................ . CO1-008 CONSTRUCTION DRAWINGS . ..................... ............................................................................................................................ . D01 GENERAL CONSTRUCTION DETAILS . ..................... ............................................................................................................................ . D02 AXS HH COVER DETAIL . ..................... ............................................................................................................................ . D03 AXS 400 H H DETAIL . ..................... ............................................................................................................................ . D04 AXS 500 H H DETAIL . ..................... ............................................................................................................................ . D05 AXS 900 H H DETAIL . ..................... ............................................................................................................................ . D06 CHARLES 101 - 8"X7' PEDESTAL . ..................... ............................................................................................................................ . D07 CHARLES 104 - 12"X1 1" PEDESTAL . ..................... ............................................................................................................................ . D08 TFSD-301 TYPICAL TRENCH . ..................... ............................................................................................................................ . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . ..................... ............................................................................................................................ . D10 SD-304 GRAVEL ACCESS ROAD . ..................... ............................................................................................................................ . D1 1 TFSD-306 UTILITY TRENCH . ..................... ............................................................................................................................ . D12 SD-307 BORING AND JACKING DETAILS . ..................... ............................................................................................................................ . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . ..................... ............................................................................................................................ . D14 TFSD-802 TYPICAL RURAL STREET SECTION . ..................... ..................................................... D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . ..................... ............................................................................................................................ . D16 TFSD-805 STANDARD CUL-DE-SAC Q . ..................... ............................................................................................................................ . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . ..................... ............................................................................................................................ . CIA E02 TRAFFIC CONTROL PLANS LOCATION MAP T. 51 .......... ............................................................................................................................ . (207) 591-6427F: (207) 772-3427 E03 TRAFFIC CONTROL PLAN infoOtilsontech.com co . ..................... ............................................................................................................................ . o E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS 0 . ..................... ............................................................................................................................ DATE I DESCRIPTION INITIAL I'' E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 3/24/23 INITIAL SUBMISSION RNC J . ..................... ............................................................................................................................ . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 3 . ..................... ............................................................................................................................ . E07 HALF-ROAD CLOSURE MULTI-LANE . ..................... ............................................................................................................................ . uI E08 WORK ON PARKING LANE .......... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS ^I . ..................... ............................................................................................................................ . = SIZE D SHEET: NTS Co SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898HA_10 It DIGUnE CONTACT SHEET ag Line,Inc. H htioJ ..2I585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898HA 10 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 ' Stacie Woodworth Director-New Market Development 608-664-5226 QNichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT N o Chris Haskin Director-Network Engineering 608-664-4443 T I L SON On a Mission N oN Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com N Cl) Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 Z OTHER REVISIONS 0 p Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL w 3/24/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 a Bob Perkins Director-New Market Implementation 218-568-2112 N > Jim Scibelli Manager-Field Services 208-996-2755 0 �I Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE 01 Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS = SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898HA 10 ® DIOUM GENERAL NOTES ag Line,Inc. t, rtiu 1 ..2 Ic,% 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 3/24/23 TWINID 0898HA 10 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 THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED Q 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE N 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 M 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission o THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 M PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com 04 COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS h AFTER POURED. z 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 3/2a/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 LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION p 3008.800'S STANDARD DETAILS. LLI 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 INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. co co SHEET B02 OF B03 0 Z FILE NAME:TDS TWINID 0898HA 10 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C c ag Line,Inc. AERIAL CABLE A A CONOUIT SCHEDULE h„ ht),) 's.., IcaS EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT RB(3) 1 DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E u/E 1 DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS c c— CORE BORE C—————— 1' DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT —Da— �Im 12S" DIRECTIONAL BORE 1 1.2S' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25" DIRECTIONAL BORE 2 1.25' TWINID 0898HA 10 EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —SD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD — EXISTING UNDERGROUND WATER —W W CENTERLINE C/L —C/L RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) m — — — — — ELECO VAULT(VLT) O PROPERTY LINE FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) Q SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER STORM DRAIN MANHOLE(DMH) TILSON Cl) EXISTING COMM LINE , On a Mission N No CATCH BASIN(CB) [El T: (207)591-6427 F: (207)772-3427 M EXISTING GAS LINE , InfoOtasontech.com 04 CULVERT(CUL) u , REVISIONS Z / \ EXISTING POWER LINE O o GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL w EXISTING STORM DRAIN LINE 3/24/23 INITIAL SUBMISSION RNC 6 GAS VALVE(GV) ® , a EXISTING SEWER LINE ° GAS METER(GM) lJ 3 EXISTING WATER LINE , o OU UNKNOWN MANHOLE(UMH) UI UNKNOWN HANDHOLE(UHH) n SCALE o SIZE B SHEET: NITS UTILITY POLE(UP) SIZE D SHEET: NITS Co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898HA 10 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_0898HA_10 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 1 ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE I U TRANSFORMER LIGHT POLE 4T A 3+59 PLACE NEW L 41+19 PLACE NEWOX24'AXS 400 L GAS MANHOLE T DUTY HH AT OS SEWER MANHOLE © 14"OX24"AXS 400 LT DUTY HH AT 042.56674127,-114.44426163 ® SEWER VALVE ® cAsvALVE 042.56674556,-1 14.44515166 ACCESS POINT ID:3010-018 ❑T5 TRAFFIC SIGNAL GAS METER ACCESS POINT ID:3010-020 L:83' GR/GB:N/ISO:N A 4+20 GR/GB:N/ISO:N POIDB(I)1.00" L © COMM MANHOLE ® WATER VALVE J � - © COMM HANDHOLE � HYDRANT \ ` ® COMM PEDESTAL WATER METER 3/n 3/n 3/n O DRAINAGE MANHOLE C Q UTILITY POLE A 2+02 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT CATCH BASIN CULVERT A 4+44 L 157 042.56674344,-1 14.44456978 A 0+00 PLACE NEW DB(1)1.00" ACCESS POINT ID:3010-019 14"OX24"AXS 400 LT DUTY AT 7.5'UTILITY EASEMENT �T� GR/GB:N/ISO:N L:119 042.5667411 l,-114.44382048 48 _ TWIN FALLS COUNTY DB(1)1.00" ACCESS POINT ID:3010-017 DOC#:0000521991 GR/GB:Y/ISO:N k !!�! 7.5'UTILITY EASEMENT 1 L TWIN FALLS COUNTY IDOC#:0000521991 U c01 c05 w �C2 %kot06 _— C C07 L:4 DB(1)1.25" O I� C IL- - M/21 M/a M/21 M/21 - 7 - U i n R/W R/W R/W PREPARED FOR: R ETILSON Z T:(207(591-6427 F:(207)772-3427 � N info@filsonfech.com > u I 3 I REVISIONS ? I DATE I DESCRIPTION INITIAL 3/24/23 INITIAL SUBMISSION RNC F SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C01 OF C08 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_0898HA_10 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. REFER TO THE PERMIT PANS ENTITLED TWINID 0898HA 10 PCC CD FOR THE TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. CROSSING OF THE TWIN FALLS CANAL COMPANY DRAINAGE PIPE NEAR STA.A LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" 14+25.WORK IN THIS AREA SHALL NOT PROCEED UNTIL THIS PERMIT IS ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. OBTAINED. —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 1 EWEINE W WATER MAIN — SS IEWER 7.5'UTILITY ENT TWIN FALLS \ —SD STORM DRAIN —E POWER LINE COUNTY DOC#:0000521991 A 11+03 PLACE NEW IL ELECTRIC HANDHOLE QELECTRIC VAULT U/E 14"OX24"AXS 400 LT DUTY HH AT \ �B 042.56583316,-1 14.44425015 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:3010-023 ® ELECTRIC MANHOLE L.1 )1.00" L.165 GR/GB:N/ISO:N I LIGHT POLE TRANSFORMER 1 DB(1) DB(1)1.00" U/E Ul/t O$ SEWER MANHOLE © GAS MANHOLE 18 A7+66/D 0+00 PLACE NEW A 10+88/A 1 1+ SEWER VALVE ® GAS VALVE 14"OJX24"AXS 400 LT DUTY HH AT A 9+23 PLACE NEW DB(2)1.25" TRAFFIC SIGNAL GAS METER 042.56585665,-114.44546047 14"GX24"AXS 400 LT DUTY HH AT o ACCESS POINT ID:3010-021 012.56585'— -114.44487609 _ t� COMM MANHOLE ® WATER VALVE W GR/GB:Y/ISO:Y @ ACCESS POINT ID:3010-022 © COMM HANDHOLE HYDRANT GR/GB:N/ISO:N r �Q� ® COMM PEDESTAL Q WATER METER 5 15'UTILITY EASEMENT 2031 @ DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY -n ® CATCH BASIN CULVERT L:242' DOC#:0000526149 L:216' I DB(1)1.25" DB(1)1.00" 10'UTILITY EASEMENT -- TWIN FALLS COUNTY \ DOC#0000441854 M/a M/a M g 5 S W I U CO1 C05 _ z R/W T w C 2 Np e06 w W a ; \ A 13+18 PLACE NEW ( C C07 14"OX24"AXS 400 LT DUTY HH AT O 042.56527742,-1 14.44430769 i ACCESS POINT ID:3010-024 GR/GB:N/ISO:N \ = CILL D 2+49 PLACE NEW 14"OJX24"AXS 400 TIER 8 HH AT U 042.56517465,-1 14.44546310 s ACCESS POINT ID:#3010-021-1 15'UTILITY EASEMENT TWIN FALLS COUNTY w A 13+23 GR/GB:N/ISO:N DOC#0000526149 \ i ❑ m � ry W y.T •, N PREPARED FOR: 1 I � w D 4+07 PLACE NEW L:31' L:189' \ 14"GX24"AXS 400 LT DUTY HH AT DB(1)1.00-lu " DB(1)1.25" 042.56517761,-114.44487436 \ ACCESS POINT ID:3010-021-1.1 TILSON GR/GB:Y/ISO:Y � T:(207)591-6427 F:(207)772-3427 info@filsonfech.com 10'UTILITY EASEMENT �i REVISIONS 3/n TWIN FALLS COUNTY DATE DESCRIPTION INITIAL DOC#0000441854 - - 3/24/23 INITIAL SUBMISSION RNC I L•269' � DB(1)1.00" 10'UTILITY EASEMENT TWIN FALLS- SCALE COUNTY DOC#:0000467267 \ SIZE B SHEET:1°=50' MATCH TO SHEET #C 3 SIZE D SHEET:1 25' DRAFTED BY: SHEET NUMBER REV RNC CO2 OF C08 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_0898HA_10 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 #C2 GAS LINE W WATER MAIN SEWER SD STORM DRAIN - —E POWER LINE G0+71 PLACE NEW IL ELECTRICHANDHOLE ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT 042.56477363,-1 14.44432182 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:3010-025.1 ® ELECTRIC MANHOLE M GR/GB:N/ISO:N - LIGHT POLE U TRANSFORMER K I 10'UTILITY EASEMENT TWIN FALLS - B 7+67 PLACE NEW COUNTY DOC#:0000441854 OS SEWER MANHOLE © GAS MANHOLE 14"OX24"AXS 400 LT DUTY H H AT , 042.56461303,-1 14.44506049 m ® SEWER VALVE ® GAS VALVE 5'UTILITY EASEMENT TWIN FALLS o A ACCESS POINT ID:3010-028-2.1 M�a COUNTY DOC#:0000467267 Q TRAFFIC SIGNAL GAS METER GR/GB:Y/ISO:Y - © COMM MANHOLE ® WATER VALVE L 71' © COMM HANDHOLE HYDRANT DB(1)1.00" - • __ I® COMM PEDESTAL `1�1� WATER METER w O DRAINAGE MANHOLE 0 UTILITY POLE A 1 5+79 ® CATCH BASIN CULVERT r A 15+87/G 0+00 PLACE NEW B 7+22 14"OX24"AXS 400 LT DUTY HH AT B 6+94 042.56457909,-1 14.44432244 U CO1 t05 ACCESS POINT ID:3010-025 GR/GB:N/ISO:N L:17T > w �C2 06 DB(1)1.25" L:165' w DB(1)1.00" (A C 3 C07 B 5+91 PLACE NEW 14"GX24"AXS 400 TIER 8 HH AT I a O 042.56420473,-1 14.44495544 C ACCESS POINT ID:#3010-028-2 I GR/GB:N/ISO:N A 17+52 PLACE NEW u .y 14"OX24"AXS 400 LT DUTY HH AT Iw ar T 042.56412571,-1 14.44431 171 Q r ACCESS POINT ID:3010-026 , GR/GB:N/ISO:N I PREPARED FOR: L:16T I DB(1)1.25" 5'UTILITY EASEMENT TWIN FALLS T I L 5 0 N I I COUNTY DOC#:0000467267 w T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com Lu L.127 REVISIONS B 4+57 ' �Ir/ 0 DATE I DESCRIPTION INITIAL 3/24/23 INITIAL SUBMISSION RNC L:33' DB(1)1.00" _ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C4 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO3 OF C08 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_0898HA_10 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 3 GAS LINE W WATER MAIN SEWER A 18+79 PLACE NEW —so STORM DRAIN E POWER LINE 14"0X24"AXS 400 LT DUTY HH AT IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 3 - I 042.56377802,-1 14.44431439 ELECTRIC METER ELECTRIC CABINET B 4+24 PLACE NEW ACCESS POINT ID:3010-027 m 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N ® ELECTRIC MANHOLE TRANSFORMER 042.56375292,-114.44486246 LIGHT POLE ACCESS POINT ID:#3010-028-1 I C UTILITY EASEMENT TWIN FALLS GR/GB:N/ISO:N COUNTY DOC#:0000441854 OS SEWER MANHOLE © GAS MANHOLE a' ® SEWER VALVE ® GAS VALVE L:11 V " la.l I u ❑n TRAFFIC SIGNAL GAS METER rr DB(1)1.00" : © COMM MANHOLE ® WATER VALVE \ © COMM HANDHOLE HYDRANT * A 19+90/B 0+00 PLACE NEW ® COMM PEDESTAL l�l WATER METER � it ■ m 14'OX24"AXS 400 LT DUTY HH AT O DRAINAGE MANHOLE 0 UTILITY POLE 5'UTILITY EASEMENT TWIN FALLS O42.56347379,-114.44430903 ® CATCH BASIN CULVERT COUNTY DOC#:0000467267 ACCESS POINT ID:3010-028 GR/GB:Y/ISO:Y i 00 DB(2)1.25" Iu CO1 605 LJ Aft I 7 L:334' � L:323' I Lu �C2 06 B 2+43 DB(1)1.25' Z) DB(1)1.25" w B 1+96 A 20+81 /B 0+91 Alki. (n C 3 C07 _ B 1+77 M/21 as 1 CIL— Jp WAML — — a PREPARED FOR: 4 ElM/8 R W - R/W R/W ETILSON w T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 3/24/23 INITIAL SUBMISSION RNC Ilk * 3 • SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C04 OF C08 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_0898HA_10 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 U TRANSFORMER LIGHT POLE PLACE NEW \ O SEWER MANHOLE © GAS MANHOLE 14"OX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® GAS VALVE 042.56673461,-114.44307552 Q TRAFFIC SIGNAL G GAS METER ACCESS POINT ID:3010-017-1 GR/GB:N/ISO:N i © COMM MANHOLE ® WATER VALVE . � ■ I © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL WATER METER - - O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT 7.5'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:0000521991 - u t PLACE NEW z r ` 14"OX24"AXS 400 LT DUTY HH AT s _ 042.56653776,-1 14.44208680 _ 7 ACCESS POINT ID:3010-017-2 --- ---- U GR/GB:N/ISO:N c01 'C05 LU 02 ,, 06 Lu 2 � (n � I c --�-- co7 O � c 2 m/8 U 0 � � - - Zg .y Q PLACE NEW u 14"OX24"AXS 400 LT DUTY HH AT H 2+56 PLACE NEW 042.56617542,-1 14.44163525 14"OX24"AXS 400 LT DUTY HH AT A a p ACCESS POINT ID:3010-017-3 042.56622002,-114.44069637 "+w GR/GB:N/ISO:N ACCESS POINT ID:3010-017-4.1 PREPARED FOR: ` GR/GB:Y/ISO:Y ' ETILSON \ d ` T:(207(591-6427 F:(207)772-3427 ` info@filsonfech.com 7.5'UTILITY EASEMENT REVISIONS IN FALLS COUNTY ` W DATE DESCRIPTION INITIAL DOC#:0000521991 ` 3/24/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C05 OF C08 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_0898HA_10 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 #C 5 -W WATER MAIN SEWER SD STORM DRAIN E POWER LINE F 0+00/H PLACE NEW IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"OX24"AXS 40000 L LT DUTY HH AT D 2 B( )1.25" 042.56588191,-114.44101930 ELECTRIC METER m ELECTRIC CABINET E 0+41 ACCESS POINT ID:3010-017-4 ELECTRIC MANHOLE 3/11 ®GR/GB:Y/ISO:Y L:161' _ ( TRANSFORMER LIGHT POLE E 0+72 Q/ \ 7.5'UTILITY EASEMENT SEWER MANHOLE © GAS MANHOLE 1 TWIN FALLS COUNTY \ L:206' \ \ D ® SEWER VALVE ® GAS VALVE OC#:0000521991 I v? D F 0+68/H 0+68 TRAFFIC SIGNAL GAS METER B(1)l.00" I : 7 - \ �/� © COMM MANHOLE ® WATER VALVE I m \ 1 F 0+95 H 0+95 O COMM HANDHOLE HYDRANT / ® COMM PEDESTAL Q WATER METER E 2+06 PLACE NEW J ' I 14"OX24"AXS 400 LT DUTY HH AT h Q O DRAINAGE MANHOLE � UTILITY POLE) 042.56577509,-1 14.44251385 \ Q ® CATCH BASIN CULVERT E 0+00 PLACE NEW E 1+44 ACCESS POINT ID:3010-017-10.1 : w 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y 042.56582375,-1 14.44307813 R/ ACCESS POINT ID:3010-017-10 GR/GB:Y/ISO:Y M/a \hj/ r• 7 15'UTILITY EASEMENT �\ 40* N TWIN FALLS COUNTY / \ \ DOC#:0000521991 \ CO1 t05 M/a W Fc( 2 06 Lu \ I11 �\ R/�Y a m i U) I PLACE NEW d C C07 14"OX24"AXS 400 LT DUTY HH AT O 042.56555254,-1 14.44307467 R ACCESS POINT ID:3010-017-9 R GR/GB:N/ISO:N \\ C F 3+45 IL— PLACE NEW L:409' U 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" ,-114.44186220 F ACCESS 2+49 s ACCESSS POINT ID:3010-017-6 GR/GB:N/ISO:N c G 15'UTILITY EASEMENT 15'UTILITY EASEMENT rye TWIN FALLS COUNTY TWIN FALLS COUNTY PREPARED FOR: 15'UTILITY EASEMENT DOC#:0000521991 DOC#:0000521991 IN FALLS COUNTY DOC#:0000521991 ETIL ) ON 1 PLACE NEW \ J� p 14"OX24"AXS 400 LT DUTY HH AT T:(207(591-6427 F:(207)772-3427 PLACE NEW I nfo sfilsonfech.com 042.56500219,-114.44307450 14"OX24"AXS 400 LT DUTY HH AT 7.5'UTILITY EASEMENT \ F 5+04 PLACE NEW ACCESS POINT ID:3010-017-8 042.56494299,-114.44218950 TWIN FALLS COUNTY J 14"OX24"AXS 400 LT DUTY HH AT REVISIONS GR/GB:N/ISO:N ACCESS POINT ID:3010-017-7 DOC#:0000521991 042.56494892,-114.44125070 DATE DESCRIPTION INITIAL c GR/GB:N/ISO:N / ACCESS POINT ID:3010-017-5 3/24/23 INITIAL SUBMISSION RNC Lm_ —U— /E —' /E GR/GB:Y/ISO:Y — _ _ _ _ _ — _ _ M/21 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C7 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF C08 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_0898HA_10 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 IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 3 ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE Of © COMM HANDHOLE HYDRANT C 4+95 PLACE NEW ® COMM PEDESTAL WATER METER 14"GX24"AXS 400 TIER 8 HH AT O DRAINAGE MANHOLE C-0)UTILITY POLE 042.56457429,-1 14.44309980 ACCESS POINT ID:#3010-031.1 ® CATCH BASIN CULVERT GR/GB:Y/ISO:Y I ; 10'UTILITY EASEMENT TWIN FALLS s COUNTY DOC#:0000441854 M U CO1 45 o w � Lu �C2 06 DB(1)1.00" U) C C07 0 C U C 3+35 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.56413632,-114.44309954 s ACCESS POINT ID:3010-031 GR/GB:N/ISO:N r4T{H tin -� PREPARED FOR: 3 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL L:160' 3/24/23 INITIAL SUBMISSION RNC DB(1)1.00, SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C8 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C08 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_0898HA_10 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 I.. —E POWER LINE _ C 1+75 PLACE NEW E] ELECTRIC HANDHOLE QELECTRIC VAULT 14"0X24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINET 042.56369776,-1 14.44309954 ® ELECTRIC MANHOLE ACCESS POINT ID:3010-030 LIGHT POLE TRANSFORMER GR/GB:N/ISO:N O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE rr d ❑n TRAFFIC SIGNAL G GAS METER .n © COMM MANHOLE ® WATER VALVE A- © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL `0 WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE #' ® CATCH BASIN CULVERT t T 3 u � I L:175' D 10'UTILITY EASEMENT TWIN FALLS DB(1)1.00" COUNTY DOC 11:0000441854 ; U o - CO1 605 A 27+07 PLACE NEW -v w+ w A 25+33 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT �C2 I O6 A 24+03/C 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT L:128 uj 14'OX24"AXS 400 TIER 8 HH AT ACCESS S POI ,-114.4410-029 DB(1)1.00" d ' 042.56320455,-114.44263203 ACCESS POINT ID:#3010-029-1.1 `--------J-- 042,56321750,-1 14,44311329 L:130' ACCESS POINT ID:#3010-029-1 GR/GB:Y/ISO:Y ACCESS POINT ID:#3010-029 DB(1)1.25" GR/GB:N/ISO:N L:174' M/a C C07 GR/GB:Y/ISO:Y DB(1)1.25" O I MA 90 �M/a MAF J � C U S _ Iw ar L M M M .. 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EXISTING SEWER LINE , a SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, Co TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOl OF DI (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898HA 10 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. _I 1 —2.1cas TWINID 0898HA 10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL t @+i �++++ 1 ++ +++ ++ +++ 1 +++i #++ � - 080.00 DETAIL A Q SCALE 1 : 1 TILSON M On a Mission N T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com co THIS ODAV"+o A►40"COPTwo.rt DRAWN: A Du Tod or*"►►o o vqxor IS t1!MC+•NTZ•o/MM^ND M4A-AXS-40QR-A45Y-TO5 REVISIONS C� W T"m se W►.OUT«04 DATE DESCRIPTION INITIAL uJ •~R4M40 VWC*FC9m WWWFMOAT CHECKED: are"To* 3/24/23 INITIAL SUBMISSION RNC o plot a a CLCKM TO^My 1!i•ID M4/1•AXS-4OOR•ASS T•tp$ ►wnia ws�o«wert-e�cC►�sDe DATE: 14/10/2020 3 AM►awp fSa�VwG► o SCALEIA3): 1:6 �I evnm P^CTCWT PurAm,Pac4u o SCALE o PO^D 11!83W.RP*rvB 1Nl SIZE B SHEET: NTS ^I Vo oo=en uperva 1.7� = r oyML 0^"60 ' — SIZE D SHEET: NTS co rd n7 1 10O0 SHEET D02 OF D16 o VAX rd*4rrW0 C*JQ 0 Z FILE NAME:TDS TWINID 0898HA 10 AXS 400 H H DETAIL ® D1GUM ag Line,Inc. -I 1 —2.1585 TOP VIEW TWINID 0898HA 10 PHOTO RENDER, TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A 0 A ® O f '- -DSO 00 -' RIGHT VIEW zzzz m i i Q I h TILSON On a Mission N ' oN — T: (207)591-6427 F: (207)772-3427 SECTION A-A InPoOtnaontech.com '044 DIASIV C A►4 W Ca.sr.►1 DRAWN A Du Tot a o.r•��w o %4K'Or a M Moir OF{Aar►u4D REVISIONS C� 0 405 1rAAt'►� dlD� 111'O*/1 DATE DESCRIPTION INITIAL PAV.A40"C 0110"'s 6110"MAV CHECKED' Dpe+e0 rk 3/24/23 INITIAL SUBMISSION RNC ►a*K CXCLOM-0 A►iT Tao OAO'1C*01-9w,*rrod CCsdsd., Mv►-ARC-�OOfT-ASS I DATE-- 17/08/2020 3 a > "A""00i0a"rQlC" SCALE(A3) 1-6 2DIM Ol04#01P UI Nl"t 1ACTCOT p0twn.►11KIRMOG SCALE o OOAD(11"0; t✓<OOV"Sol SIZE B SHEET: NTS _ 1ACIV^AL GA41b4lC* SIZE D SHEET: NTS co �00>'OG1 SHEET D03 OF D16 9 W►1l M►�nwM e�a� Z FILE NAME:TDS TWINID 0898HA 10 AXS 500 H H DETAIL D19 Une,Inc. 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LSON CN CPO" T., (207) 591-6427 F: (207) 772-3427 N R.99 �MA*►p AldoTw Corfeavd, DRAWN: A Du TodinfoOttlsontech.com nt+oc+,r is Tilt 't or .Arm AA"-AXS-S"-ASSY Z O MAf Nol+K Co•+m �O M• Xit Of•1 REVISIONS o ►AV-A CHECKED: �M DATE DESCRIPTION INITIAL � 1`p_l0 w CaJ'OtfS fl NOM MAY BC DISC—LOnm TO MK TlM 500R AXS CHAMBER REV001 3/24/23 INITIAL SUBMISSION RNC g .,.r+G rrrtrr'OtI+iIIMr��can DATE: 12/05/2020 ' "y""Oi '` SCALE(A3): 1:7 A� SECTION A-A 0 ^ !�. !`va"FACTOatf roams,O+0cO,�o u 21.99 �Cf�I-arena IV SCALE o SIZE B SHEET: NTS ^I �MdvAAL GAL M- AO ' _ -tL .�11 P00 SIZE D SHEET: NTS co %AAA +104wrAorom SHEET D04 OF D16 co z 3 FILE NAME:TDS_TWINID_0898HA_10 TWINID 0898HA 10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r� I ■I■r■Clr■CI �I : . . 1 . : . ■C I I _■■■ ■■■I ICI • W��� i�1■ ��■��■ ■J da itINN 1110. loin 0 1 1 1 off �■ �� 160111111111111111 F�■ ■, ■I II■=*# ■ _ ■� o et ,.22 ■C NX AL CK Law / - 71, oism On a Mission • ' TILSON • ` —� _ Z • ' �I `•�., � � left=.me ��� • !� � S� . 1 Lei_ •• SHEET D0 • FILE NAME:TDS . 089. CHARLES 101 - 8"XT PEDESTAL ® DIGUM ag Line,Inc. •.? 1585 TWINID 0898HA 10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I �l r I II INSIDE I ,I� I s •'• ' PADLOCK INSIDE •.• HASP I 16.0 0 ?I 5 I � - 0 o _ TILSON M _ On a Mission N o T: (207)591-6427 F: (207)772-3427 M InfoOtIsontech.com (V M o REVISIONS w DATE DESCRIPTION INITIAL 3/24/23 INITIAL SUBMISSION RNC Q a 3 0 vl SCALE o SIZE B SHEET: NTS _I .a�mi% S0 SIZE D SHEET: NTS co o i � A I H�' I I ' ��d�P Y SHEET D060FD16 3 FILE NAME:TDS_TWINID_0898HA_10 C H A R L ES 104 - 12"X 1 1 " PEDESTAL ® DIGUnE ag Line,Inc. r ,- Hu,, •.? 1585 12 . 00 TWINID 0898HA 10 INS I DE E TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 _C Ii _ 11 . 25 INSIDE l 1 LOCK I N'' HAS - - - 1 T I 1 ( 1 22 . 00 1 38. 08 ( 1 ( 10 . 00 Q 0 TILSON On a Mission (V No T: (207)591-6427 F: (207)772-3427 M InfoOtHsontech.com N M z REVISIONS 0 DATE DESCRIPTION INITIAL O1 3/24/23 INITIAL SUBMISSION RNC I 3 1 21 . 37 SCALE . 150 I 0 1 OI SCALE o I SIZE B SHEET: NTS = I ` S11[ OW1� 4 SIZE D SHEET: NTS Co 0 1104HCII - 11000WP SHEET D07 OF D16 I �F++I�pM�� 1• M1 w 11r�iNRru WAS 111 r=l•III~ o •! 1 3 - FILE NAME:TDS_TWINID_0898HA_10 TFSD-301 TYPICAL TRENCH It DIoi.M ag Line,Inc. r, ,• Hu,i •.? 1585 TWINID 0898HA 10 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m LXGEND Ile VAX"000 sm pm In r,MAW **mom Fir.On IMMM 1.7 � :VAS rDZX SM 'SAWftrl�&� (WE 13TY- F nM FA4s VEWSICN5 SECTM 30A MAWM TAPE T4 K Ir MOt '0*V PW_ ' l ATP $A*1' M WRICAT*N PIKS. :E I ,,RMK S M WIDTH WAY BE KAPP N" VATH VUTIM PDUMS54tt a 0 NOTMS TILSON o On a Mission N T- (207)591-6427 F- (207)772-3427 M pm I - _ InPoOtIsontech.com 04 a REVISIONS 0 ISHFAM RPM MM MW TREK -3U(WE .30X. DATE DESCRIPTION INITIAL O ��~ ' - CUMM ON TW W WTM FIMAWK 57CM AM W111101111 3/24/23 INITIAL SUBMISSION RNC a 3 0 (� LLI SCALE 0"" STAX70w o j SIZE B SHEET: NTS a � Q; SIZE D SHEET: NTS x #� Co Tm . TIFS _s 301 SHEET D08 OF D16 Co z 3 FILE NAME:TDS_TWINID_o898HA_10 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 •.? 1585 9 9 9 T 4 3 pER SEC. 300. 6 13 VARIES n 1 TWINID 0898HA 10 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 1�:7(DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATER D PTH- MINUS UISHOTHERWISEED GS ECIIFIIED.ATE BASE (MIN.) UNLESS TYPE "P" 10 0 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3- (MIN.) MAT ON COLLECTORS. 0 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OOVERLAP APPLIES 4" WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MINIMUM DISTANCES. M IS BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH 0 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. Q 0 CUT BACK, 12 MINIMUM. NOT LESS THAN 1 TO EDGE OF D. OVERLAY FABRIC WITH ASPHALT TO FINISH " ' v GRADE OF STREET.o CONCRETE PANEL L 5 0.k r� 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - - -- - o SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOttlsontech.com z 1©O PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. 0 DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 3/24/23 INITIAL SUBMISSION RNc O PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AWOO TO K 1COXILAFt 3 W4M PATH. CRI SCM SAWWTM• ($W O'GF -6 T1YW FAc RE SH)NS SECTION 307J. 0 LLI SCALE o CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NITS OF N0 �S D- 3 0 3 SIZE D SHEET: NTS Co TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 (DI Z FILE NAME:TDS TWINID 0898HA 10 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. G I M I r TWINID 0898HA 10 ���♦ ♦♦ •v •v•• J TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL D TYPE 1 N T.S a �:. r f 1f u . . D ~: J TYPE 2 MTS C1 1 I pn �.f p — D jt e NOTES: TYPE 3 UA C OI ORAY,U ACCESS ROAD W►Y VMY v T PLANS FM LOCADOA O powm 2s cmewt ON ou Pow TW(S LEGEND Ap11M,r 1MLSS oMEp,1f9E vtanlm h L 5 0 N o Q rLrcE e• Hir OF 3/4• M/5 CAusaED,catcr►'rE D, SHALL OMM MOWS ALL HAW A WPOWN CCMPACTW TO M MT 0E*eS1Tv - M k t rM SLOPC MTM 4,1 !LOPE N OJ CLEAN 10�90L SEE. OM PASTIA[ CRASS WATCH E*SIWC T. (207) 591-6427 F: (207) 772-3427 CN pEOOMYp,O♦a 1K sAQ TLORC Of co MrA 41ALL K A 4AN / 1 infoOtilsontech.com M 04 DAM A,C'( MT11 A 1 sAvl %Olt Q PLA" 10- a •- OHMS"MN CRAWL COWACM TO 95X z pECOMYOo 09 FLOW UME or DR► OE/t9TY Om o atol INALL sE wMaiM Cr e• eao. REVISIONS 0 SK LOrCST ASINCUlt BASE COlM1i[ 0 RI�,E r 3��• pOADMa QA>� DATE DESCRIPTION INITIAL w 111D PeCOLOACS Oumm owww ys i[pwEu wu Q vav"w APE USE 3/24/23 INITIAL SUBMISSION RNC APPQC%C LE►w:TM Aw TWE Q7 ilAC1 0- O` A- WlA ftM %M O1A11Q COWACTEA 10 •-9 0� OOPR9Tt' 3 a ul FOR otUBWo WORKS GRAVEL ACCESS � ► � SCALE 0 CONStRUC" ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS 00 Co SHEET D10 OF D16 0 z 3 FILE NAME:TDS-TWINID-0898HA_10 TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. r rtiu , •.? 1585 TWINID 0898HA 10 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL . . J%— &o IgIF I A , • � a 7. 00* - �. r _Y � sus A971!! _ W!Am JO arm CLE —, q. --- NOTES , m TILSON M On a Mission oENIMPAL7'TN— } T: (207)591-6427 F: (207)772-3427 'J4�.iR 1 116t ak iSU 'L�4E. ® f 1�EVO 0 QRrATER. tnPoOtIsontech.com 04 Z IlI.�tcg1[1i1t'17�1 [ `2�'i�p� Y� �I" i�1UR �N CXST 0 f � 7R. a �— TRA►Ei„ REVISIONS LOU C* ACtAk&: PER SOMML=, � :* - � �, DATE DESCRIPTION INITIAL +-�_!�J 3/24/23 INITIAL SUBMISSION RNC XD vmuTr P"4m 4 1 SWAN FMT w Lrm WAY u ITIE 7 E M OR ON I�Mr_ BY OWOL 1RFJ Af USM fRIXIT_ F POMOM AFtE OREATER THAM 7Y yp@[ W(w MAW AN A if w wprr8AL Apo A T SQUAfE FUM USE CXWPACTE3 PEA QtAYEL EELM L — JE' lil H0197}QITFL SFFIIRJ171Qf FTKIVA E37CGTR1a {alY PL.wt Yoc Gw_ UILFMM LW=91HO 1REt LPP19O140 MY TFE QrV DKMIWL SCALE o Ply u TlLIT - 0 SIZE B SHEET: NTS SIZE D SHEET: NTS Co a TRENCH T, D" SHEET D11 OF D16 Co 0 z 3 FILE NAME:TDS_TWINID_o898HA_10 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. _I 1 —2.1585 TWINID 0898HA 10 D / TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • a' e ;zi r: D SKID DETAIL LEGEND NTS Q p= oil TD nt OCARq[lR PIPE 0 .4 CVW CAR ICDVJM suns, OA COMIdvxvuy ►AwrcAlW CA.SNG 963MATCR 4C4 11W IDt CM APPROM SI41141ITUIICA IS CARRII:T1 PIPE 2 SPACUtS POI STC1c IB'-21T CAA111R Nit 2 SPACM to snack 4 O drool/ SX& CAWNG 7,r wh W" 1160cwvs IAA / c4AA*'Vk 2'OWAID IMAM CAAAIOI PIP[ BELL O wrsrA 41PE Ku-2 Q 2• v cow suftzss swm sTAAppm A' o c rfM A WN a TWO STRAPS KT1M PM[ �CMx 4S' AI R SPACE /LiaN MTI SAAC� 00*UT, 2/r CRAWL OR 01a "Al"LAL As &POW 5+cD By Ts 01 3 DOWD. Q NOTES: ,� _uAr.aCf O us�Is'"a m u0al"o " T I L 5 0 N 70 �S f� K Bi TK CyGKP POOR On a Mission 04 co wwT A wormw Dfy vrAo'1 CIF 1K wimu0 T: (207)591-6427 F: (207)772-3427 04 SECTION A—A or PAaWIowc PIPE SA4wAT. ACHCAD.00 a 1nroo1na0�t�n.�«� h T ._ 1t LP4 AMOIAOE AVOl W4M Or CAAA1A Z PFE TLOATAT , AM iilr.CM aF 444" SPACE REVISIONS FOR r4E APMOVAL ST Tog UWAICp P" TO DATE DESCRIPTION INITIAL IIItSTAM,Lht 1K PEE 3/24/23 INITIAL SUBMISSION RNC a 3 uI DAHO STANDARDS BORING AND JACKING TSTJ�OARID DPA1104G SCALE ~ t<oa PUBUC No STRUIU M S DETAILS SD-307 SIZE BSHEET: NTS i = SIZE D SHEET: NTS co 00 SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898HA_10 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) TWINID_0898HA_10 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL /YR3M MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED NTH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. Q © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. � © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L50 .k Cl) o OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 M ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com 04 CASE LESS THAN MAJOR COLLECTOR THICKNESS. O O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS F DATE DESCRIPTION INITIAL STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE O BASED ON LOCAL POLICY, SEE SECTION 700. 3/24/23 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. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET o BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE LLI APPROVED BY THE CITY ENGINEER. SCALE ®1Z o SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS 00 (DI TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130FD16 0 z 3 FILE NAME:TDS_TWINID_0898HA_10 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. •.? 1585 51 1 T5'bF**r WIWI TWINID 0898HA 10 TWIN FALLS,ID 'StEE ' 7 MATERIAL DESCRIPTION QTY ACTUAL FT lvArr rn ewA" up"fl4.aC" f ml Mr fl.%vb 3 t5 27 SG I!� 24 3 t kd 44 (70) 1*4 (t"] Wrp 12MO] TOTOL Ia5 "& "-r-nv oumwr Dm3wry LO i� 'rJ3 iLeGENDJ @tom` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa 1TE B M OQpw-11 mmum LwjA Pmw IIIIIBA' �wuwj(SEE GTY OF >mW F*LL9 W►5TER 7IRA W*tTAT*N KW/)i ' . . .:_ TILSON On a Mission Npun-IT Am� Via S IT ._ .,.I_ i _ T: (207)591-6427 F. h.co 772-3427 \ - — tnPoOtilsontech.com o _ j aaai�_ _ _& ; . ice'' ! wj REVISIONS 0 f �, ay. ,l DATE DESCRIPTION INITIAL � mmF 3/24/23 INITIAL SUBMISSION RNC � + a __ � - � * f til SCALE SIZE B SHEET: NTS TP� ; �" a Q SIZE D SHEET: NTS oAT EC— T biT r"1 TFI — f -14 STRI Co SHEET D14 OF D16 z 3 FILE NAME:TDS_TWINID_o898HA_10 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. r rtiu , •.? 1585 lb iwm l�t� TWINID 0898HA 10 mmm— TWIN FALLS,ID . %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS SITS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE Ill—NEW ALLEYS its-- - .- -- TYPE. IV-NEW ALLEYS � �ftilliMMT M V 1:w r r"•OR mr"n I ampo "mum, T I L 5 0 N ..- - On a Mission N r� - d: ,.- . _. o T- (207)591-6427 F- (207)772-3427 pin - InfoOtIsontech.com co O REVISIONS 0 ,yam, �' - - DATE DESCRIPTION INITIAL �moms No mv mm—,wr IV,m-Km"a"1 '1` 3/24/23 INITIAL SUBMISSION RNC 9u ; myuk� ice. _ 1T E7 BY_��Ii����R"�16f��VER1 `L U 3@)� 9IFM S WD UN! S �I SCALE o SIZE B SHEET: NTS _ `TYPAL pAE SIZE D SHEET: NTS OF o � PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898HA_10 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. •.? 1585 FM FIRE ACCESS ROAD SEE TFS0-305 TWINID 0898HA 10 TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL f' J pun 0"w" ` �'M F !• .10 1: r NALM lil[PAVEMfT FPN9LFED QiieDE Af UK-4 E-W TO RAPOM ,X AND ML 0 UT ll . 01 37rMer C=iIXlRACd W A�I %TKV OM 15 JrMW47 GM OA_X_$m ORCM ,IDR AOLLED C4:qi, aL 4P1L E_ Q TILSON 51111111mt r" riUX34 M wtr+k oftAl m u"m mm�tm On a Mission 04 D Lxyp1 TwGy.1 S [tµP#eI T: (207)591-6427 F: (207)772-3427 M tnPoOtilsontech.com 04 PLANT IAN P064EMENT 2Z 2.5 7.9 M a Bf3E 4 f1 6A 6.0 REVISIONS DATE DESCRIPTION INITIAL IEIB�Sf 8.0 (7.0] ILS (I&S) IYin (=11] 3/24/23 INITIAL SUBMISSION RNC T4T+w. I" DO mo P911fru 1] culm owgwrp av 3 o r f kMW nrtATE A-Akr wX RAwmmv i uAm j%w ALTum7m T4owww V4C1M+IN swmaz wwxm ir V -NF ummw m 4 um. 0 vl SCALE o SIZE B SHEET: NTS ^I TO Nu S SIZE D SHEET: NTS Co III— E—S I F D— SHEET D16 OF D16 I 0 z 3 FILE NAME:TDS_TWINID_o898HA_10