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TWINID_0898GA_10_REV0-compressed
DFN NAME : TWINID 0898GA 10 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID dq qr ML NODE GA WL + ■ _ - r + r TDS ♦1DOME 1 rf 4 Dig Lino.Inc. '. a w r d! .4p FA TWIN FALLS,ID Cand Dr MATERIAL DESCRIPTION QTY ACTUAL -- - dF 40 4T Lg __ .i .. + -�Va� _Y410 ec, �' � � � • �� Ado - 1 # Pome�1e r . A 1 �- �• _ I, !F M TILSON lux •�J ■ ' • f4 4 • PERMIT ■ JURISDICTION • NEW UNDERGROUND ■ ■ • . ISHEETS: , EXISTING ■ SIZE B SHEET: NITS SHEET A02 OF 1 FILE NAME:TDS . 0... 0 ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. R'lI 7r HUi 1 DWG NO. SHEET NAME TWINID_0898GA_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 . ..................... ............................................................................................................................ . C01—C12 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 cn . ..................... ............................................................................................................................ . N E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N o . ..................... ............................................................................................................................ . E02 TRAFFIC CONTROL PLANS LOCATION MAP ............................................................................................................................ . T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com o E03 TRAFFIC CONTROL PLAN . ..................... ... ............ ...... .. .. .... .... .................................................................... . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS G . ..................... ............................................................................................................................ DATE DESCRIPTION INITIAL E05 2 — LANE COLLECTOR / ARTERIAL MODERATE VOLUME 04„7/23 INITIAL SUBMISSION RNC . ..................... ............................................................................................................................ . E06 4 — LANE COLLECTOR / ARTERIAL MODERATE VOLUME . ..................... ............................................................................................................................ . ul E07 HALF—ROAD CLOSURE MULTI—LANE . ..................... ............................................................................................................................ . 400�� E08 WORK ON PARKING LANE �I .......... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS Q . ..................... ............................................................................................................................ . SIZE D SHEET: NTS Co SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898GA_10 It DIGUnE CONTACT SHEET ag Line,Inc. ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 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 h Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT 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 04/17/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 3 oBob Perkins Director-New Market Implementation 218-568-2112 UI p Jim Scibelli Manager-Field Services 208-996-2755 UI Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE �I Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS Q � SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898GA 10 ® DIOUM GENERAL NOTES ag Line,Inc. CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 04/17/23 TWINID 0898GA 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 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 a 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 r� 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 N 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 04/17/23 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 co co SHEET B02 OF B03 0 Z FILE NAME:TDS TWINID 0898GA 10 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C c ag Line,Inc.AERIAL CABLE A A CONOUITSCHEDULE EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT RB(3) 1 DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E U/E 1 DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS c c— CORE BORE C—————— 1' DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —0IL OIL DIRECTIONAL BORE CONDUIT —Da— �Im 12S" DIRECTIONAL BORE 1 1.2S' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25" DIRECTIONAL BORE 2 1.25' TWINID 0898GA 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 —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 04/17/23 INITIAL SUBMISSION RNC GAS VALVE(GV) ® EXISTING SEWER LINE , oGAS METER(GM) EXISTING WATER LINE , QI UNKNOWN MANHOLE(UMH) OU U UNKNOWN HANDHOLE(UHH) n SCALE o SIZE B SHEET: NITS Q UTILITY POLE(UP) �O SIZE D SHEET: NITS Co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898GA 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�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 2 GAINE W WATTEER MAIN SEWER —SD STORM DRAIN M/a J —E POWER LINE .00" E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(2)1 ELECTRIC METER m ELECTRIC CABINET A 1+80 ® ELECTRIC MANHOLE TRANSFORMER L:176' M 2+79/N 0+97 L:70 LIGHT POLE U' DB 1 1.0Y- $ SEWER MANHOLE G GAS MANHOLE \ ® SEWER VALVE ® GAS VALVE I I A 1+71 PLACE NEW R'w R/W N 1+68 PLACE NEW I TRAFFIC SIGNAL GAS METER c 14"OX24"AXS 400 LT DUTY HH AT \ 14"OX24"AXS 400 LT DUTY HH AT F © COMM MANHOLE ® WATER VALVE 042.58216630,-114.44550921 MUL 042.58212588,-114.44374239 © COMM HANDHOLE HYDRANT ACCESS POINT ID:3000-032 I ACCESS POINT ID:3000-031-9 ® COMM PEDESTAL WATER METER (� GR/GB:N/ISO:N GR/GB:N/ISO:N O DRAINAGE MANHOLE 0 UTILITY POLE c Q CATCH BASIN CULVERT 15'UTILITY EASEMENT I 7.5'UTILITY EASEMENT TWIN FALLS COUNTY I 7.5 UTILITY EASEMENT DOC#:2000012205 TWIN FALLS COUNTY TWIN FALLS COUNTY N 5+69 PLACE NEW DOC#:1992001732 DOC#:1993000002 ' � L:171' 14"0X24"AXS 400 LT DUTY HH AT , DB(1)1.00" 042.58188494,-114.44466507 Ln ACCESS POINT ID:3000-031-8 N 4+64 U N 4+23 # GR/GB:Y/ISO:Y `-• f i N 3+79 C04 LLI 7.5'UTILITY EASEMENT w TWIN FALLS COUNTY DB(1)1.25" c - DOC#:1992001732 7.5'UTILITY EASEMENT c 9 v �Iz v / ? TWIN FALLS COUNTY N 3+48 e Clc DOC#:1992001732 O W �j CIO U A 0+00/B 0+00 + EXISTING 400 LT DUTY HH AT f 042.58169705,-114.44552685 I IF PLANNED STRUCTURE (SEE DFN:TWINID_0898GA_06) �..,} IS NOT YET INSTALLED, PREPARED FOR: CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL# 031 / GR/GB:Y/ISO:O:Y Y MI 7.5'UTILITY EASEMENT / TWIN FALLS COUNTY DOC#:2000012205 _ ETILSON 1 T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com REVISIONS M/a I I DATE I DESCRIPTION INITIAL a 04/17/23 INITIAL SUBMISSION RNC M Q SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C01 OF C12 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�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •....• FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 3 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT I L.12 ELECTRIC METER m ELECTRIC CABINET ) ELECTRIC MANHOLE LIGHT POLE DB(1 1.00" y1 �� , (E) � TRANSFORMER O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 7 .Z7 .. ❑n TRAFFIC SIGNAL GAS METER R - 7.5'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE A 5+40 PLACE NEW • = TWIN FALLS COUNTY COMM HA 14'OX24"AXS 400 LT DUTY HH AT DOC#:1993000002 C PEDESTAL HYDRANT 042.58312516,-1 14.44549304 m4l ® COMM PEDESTAL `0 WATER METER ACCESS POINTID:3000-034 - �o DRAINAGE MANHOLE C-0)UTILITY POLE GR/GB:N/ISO:N / / LJ CATCH BASIN CULVERT /a 14"OX24"AXS 400 LT DUTY HH AT 042.58299583,-1 14.44370220 7.5'UTILITY EASEMENT ACCESS POINT ID:3000-031-12 U/E TWIN FALLS COUNTY GR/GB:N/ISO:N +�• DOC#:1992001732 ' w 3/n N +•.—.. do .�. U ..... w 3�(1 � ....... coa L:183' _ 1 +�T — _ SUMMIT wui cos•�� DB(1)1.00' I = PL W I Y I = CU9 (M6 Col •U'12 O I \ C70 L 0 O A 3+57/P 0+00 PLACE NEW I I M 4+20 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT r 7 14"OX24"AXS 400 LT DUTY HH AT U 042.58264625,-114.44552657 / 042.58270552,-114.44371289 ACCESS POINT ID:3000-033 P 2+49 PLACE NEW I I ACCESS POINT ID:3000-031-11 U + GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y f C w L:10' 042.58261959,-1 14.44464010 Q G DB(1)1.25"/DB(1)1.00" ACCESS POINT ID:3000-033.1 CC GR/GB:Y/ISO:Y A 3+47/P 0+10 " PREPARED FOR: U/E u/ --- a n 3/n - 3/n - 15'UTILITY EASEMENT FALLS C L:239' DOIC#:199 0 0002Y T I L S O N DB(1)1.25" j M 1+82/N 0+00 PLACE NEW 15'UTILITY EASEMENT AT T:(207(591-6427 F:(207)772-3427 2 TWIN FALLS COUNTY -- I A I 14"042.5 AXS 52,-1 DUTY 38 98 info@filsonfech.com 042.58239052,-114.44338298 DOC#:1992001732 ACCESS POINT ID:3000-031-10 REVISIONS GR/GB:Y/ISO:Y DATE DESCRIPTION INITIAL 04/17/23 INITIAL SUBMISSION RNC LI i L:141' DB(1)1.00" L n SCALE SIZE BSHEET:1"=50' MATCH TO SHEET #C1 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC CO2 OF C12 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER 15'UTILITY EASEMENT 15'UTILITY EASEMENT —se POWER DLI EIN TWIN FALLS COUNTY o TWIN FALLS COUNTY E] A 1� ELECTRIC HANDHOLE Q ELECTRIC VAULT DOC#:3 0000970330 DOC#:3 0000970330 U/E ELECTRIC METER m ELECTRIC CABINET 3�n ® ELECTRIC MANHOLE rn I _ LIGHT POLE TRANSFORMER i A 13+77 OS SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE L:157' DB(1)1.00" TRAFFIC SIGNAL GAS METER ( ) DB 1 1.00' A 10+98 PLACE NEW © COMM MANHOLE ® WATER VALVE L:285' 14"S2SX24"AXS 400 LT DUTY HH AT A 15+10 PLACE NEW A 12+25 PLACE NEW DB 1 1.00" © COMM HANDHOLE � HYDRANT 042.58435354,-114.44505316 14"OX24"AXS 400 LT DUTY HH AT ( ) 14"OSX24"AXS 400 LT DUTY HH AT A 9+41 PLACE NEW ACCESS POINT ID:3000-037 I 042.58437131,-114.44354576 ® COMM PEDESTAL Q WATER METER 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N ACCE435156, ID:304457841 ACCESS POINT ID:3000-038 ACCESS POINT ID:3000-039 OD DRAINAGE MANHOLE UTILITY POLE 042.58422517,-1 14.44546085 _ GR/GB:N/ISO:N I GR/GB:N/ISO:N ® CATCH BASIN CULVERT m ACCESS POINT ID:3000-036 GR/GB:N/ISO:N do T i U m I 7.5'UTILITY EASEMENT TWIN FALLS COUNTY U �" DOC#:0010980878 M7 f w w M/N _� R� I1J LrozL__ cosy 15'UTILITY EASEMENTLij TWIN FALLS COUNTY / _ _ _ C 9 4U6 co 112 (n - DOC#:2 0000954987 O CIO. L:257' O m DB(1)1.00" PREPARED FOR: SIc � PLACE NEW m :E 14"OJX24"AXS 400 LT DUTY HH AT w A 6+84/Q 0+00 PLACE NEW I 042.58354880,-114.44366730 14"OJX24"AXS 400 LT DUTY HH AT / — ACCESS POINT ID:3000-031-13 042.58352014,-1 14.44548231 GR/GB:N/ISO:N ETILSON ACCESS POINT ID:3000-035 f d 7.5'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 c GR/GB:Y/ISO:Y = I TWIN FALLS COUNTY info@filsonfech.com DOC#:0000980878 2+54 PLACE NEW � REVISIONS DB(1)1.25"/(1)1.00" L 230" 24"AXS 400 LT DUTY HH AT DB(1)1.25" 042.58346287,-114.44463205 � U� DATE DESCRIPTION INITIAL ��A b+59/Q 0+24 04/17/23 INITIAL SUBMISSION RNC ACCESS POINT ID:3000-035.1 GR/GB:Y/ISO:Y 11 i 7.5'UTILITY EASEMENT _ w TWIN FALLS COUNTY �� DOC#:1993000002 SCALE Llw i SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO3 OF C12 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ■■■ •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE • © COMM HANDHOLE HYDRANT IF 4 � ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-Q)UTILITY POLE ® CATCH BASIN CULVERT I ' - I \ r C04 a - � r _ af 1 L ■ - C 9 4U6 C0 • 12 x C70 ,- R/W .a W4jE # W R/W lw R/W W W W W PREPARED FOR: -- M/8 DB M a n T— M/21 T M/ 73. I H 0+93 L.48 I' A 29+15 PLACE NEW I A 27+72��d ETILSON L;447 14"OX24"AXS 400 LT DUTY HH AT L:48' DB(1)1.00" 042.58474160,-114.44137451 A 27+43 DB(1)1.25" Z T:(207(591-6427 F:(207)772-3427 w DB(1)1.00" � _ ACCESS POINT ID:3000-045 L:330' a info@}ilsoniech.com H 2+47 PLACE NEW GR/GB:Y/ISO:Y DB(1)1.25" o REVISIONS 142.584"AXS 411 LT DUTY 99 AT DATE DESCRIPTION INITIAL 042.58474357,-114.44220599 A 17+56/H 0+00 PLACE NEW ACCESS POINT ID:3000-040.1 - w 04/17/23 INITIAL SUBMISSION RNC ■15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y TWIN FALLS COUNTY UL042.58448807,-114.44278827 I `� DOC#:3 0000970330 ACCESS POINT ID:3000-040 GR/GB:Y/ISO:Y / I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C11 SIZE D SHEET:1°=25' DRAFTED BY: I SHEET NUMBER REV RNC C04 01 C12 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ................. ".... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C6 GAINE W WATTEER MAIN SEWER \ SD STORM DRAIN [Y —E POWER LINE _ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L:23T ELECTRIC METER m ELECTRIC CABINET DB(1)1.00" " ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE 7.5'UTILITY EASEMENT SEWER VALVE ® GAS VALVE - 1 TWIN FALLS COUNTY Raw l / ❑n TRAFFIC SIGNAL GAS METER DOC#:2000012205 7 \ O 1 C COMM MANHOLE WATER VALVE B 5+46 PLACE NEW \ \ © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT 042.58199354,-1 14.44747788 // � �w ® COMM PEDESTAL 0 WATER METER ACCESS POINT ID:3000-031-3 c O �� p DRAINAGE MANHOLE UTILITY POLE GR/GB:N/ISO:N /� \ ® CATCH BASIN CULVERT do A �.. .�.. O I M B 3+41 PLACE NEW \ f f 14"OJX24"AXS 400 LT DUTY HH AT U I B 4+91 042.58181382,-1 14.44676039 Th �+ ACCESS POINT ID:3000-031-2 GR/GB:N/ISO:N _+�+ C04 w 7.5'UTILITY EASEMENT w LrozL__Dow I \ TWIN FALLS COUNTY I_I_I w 3 UHF ✓ F - DOC#:2000012205 g 1+7$PLACE NEW = cov 4116 co� I \ 14"OSX24"AXS 400 LT DUTY HH AT (n J 042.58168149, 114.44618773 ACCESS POINT ID:3000-031-1 O c10 O I GR/GB:N/ISO:N 3 M/21 U'F �/E U " ea + \'ti1j27 M_ \ TWIN UTILITY EASEMENT TWIN FALLS COUNTY DOC#:1999006577 PREPARED FOR: r/ 'I ETILSON \ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com AMA REVISIONS DATE I DESCRIPTION INITIAL 04/17/23 INITIAL SUBMISSION RNC /Y1 " SCALE 3 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C05 OF C12 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •....• FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 7 GAINE W WATTEER MAIN SEWER ' SD STORM DRAIN / R/W n� —E POWER LINE � ELECTRIC HANDHOLE Q ELECTRIC VAULT B l 0+46 �i� y�14.1, I ELECTRIC METER m ELECTRIC CABINET I I B 13+12 /QP ® ELECTRIC MANHOLE �y LIGHT POLE U TRANSFORMER DB(1)1 ZSn I - O$ SEWER MANHOLE © GAS MANHOLE ` 3 ® SEWER VALVE ® GAS VALVE B 9+57 PLACE NEW F TRAFFIC SIGNAL GAS METER B 13+97 PLACE NEW ❑TS I 14"OX24"AXS 400 LT DUTY HH AT 3 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.58312220,-114.44746044 042.58311295,-114.44648236 © COMM HANDHOLE HYDRANT ACCESS POINT ID:3000-031-5 I ACCESS POINT ID:3000-031-6 GR/GB:N/ISO:N m � GR/GB:N/ISO:N ® COMM PEDESTAL WATER METER Q O DRAINAGE MANHOLE 0 UTILITY POLE I CATCH BASIN CULVERT 1 UTILITY EASEMENT TWIN FALLS COUNTY DOC#:2000012205 � 7.5 UTILITY EASEMENT w � � # •�• UTWIN FALLS COUNTY U `• 1 i ` DOC#:2000012205 11 I L:117' CD � � � � ��'.r• coa W L:174' I N — W ` D lc (n J z B 15+14 PLACE NEW 112 14"OX24"AXS 400 LT DUTY HH AT O \� 042.58279239,-1 14.44648948 rn ��• A : O CIO I ACCESS POINT ID:3000-031-7 GR/GB:N/ISO:N U B 7+83 PLACE NEW U 14"OX24"AXS 400 LT DUTY HH AT Q 042.58264427,-114.44747385 — C I ACCESS POINT ID:3000-031-4 G GR/GB:Y/ISO:N 4 PREPARED FOR: A3 � L:139' DB(1)1.25 w o I ETILSON w m 0 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com \ REVISIONS B 16+53 PLACE NEW I 1 14'OX24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL 042.58241123,-114.44648948 I 04/17/23 INITIAL SUBMISSION RNC 2 ACCESS POINT ID:3000-031-7.1 GR/GB:Y/ISO:Y 3 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C5 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF C12 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�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT _ J\ ELECTRIC METER m ELECTRIC CABINET \ ELECTRIC MANHOLE \ \ J ® � TRANSFORMER 7 LIGHT POLE F / O$ SEWER MANHOLE © GAS MANHOLE G 0+00 PLACE NEW SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT \\\VVV/// TRAFFIC SIGNAL GAS METER 042.58423266,-1 14.44648785 ACCESS POINT ID:3000-035-1.1 © COMM MANHOLE ® WATER VALVE F 0+00 PLACE NEW GR/GB:Y/ISO:Y © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT 042.58424649,-1 14.44751245 ® COMM PEDESTAL WATER METER Q ACCESS POINT ID:3000-035-3.1 O DRAINAGE MANHOLE UTILITY POLE GR/GB:Y/ISO:Y ® CATCH BASIN CULVERT .� 15'UTILITY EASEMENT e - TWIN FALLS COUNTY 0000954987 Ld Ld 15'UTILITY EASEMENT 00 I TWIN FALLS COUNTY M 1 t uI DOC#:2 0000954987 I .... _ r ��• Coa IJ_I DB(1)1,00' L:43' W F 1+73 PLACE NEW LrozL__ cep` w 14"OX24"AXS 400 LT DUTY HH AT DB(2)1.00" �J,J 042.58383340,-114.44743354 G 2+86 PLACE NEW G 1+88 PLACE NEW = c CU6 c Jiz (n ACCESS POINT ID:3000-035-3 GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT (n 042.58383374,-114.44669974 042.58382979,-114.44633496 C" O ACCESS POINT ID:3000-035-1 O F 1+50 ACCESS POINT ID:3000-035-2 GR/GB:Y/ISO:Y GR/GB:N/ISO:N I— r I U 3/n 3/n 3/n- U � �/ QK. 3n 15'UTILITY EASEMENT l L:5S 7.5'UTILITY EASEMENT Q C TWIN FALLS COUNTY DB 1 1.00' TWIN FALLS COUNTY G DOC#:3 0000716746 � ) G 1+45/G 2+31 DOC#:2000012205 PREPARED FOR: I I aI ETILSON 1:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS IDATE I DESCRIPTION INITIAL �— M/8 1 M/b_ / 04/17/23 INITIAL SUBMISSION RNC PAHSIMEROI DR — hi b � - w ,� SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C12 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�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE W E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ou D 7+13 PLACE NEW \ 14"OX24"AXS 400 LT DUTY H H AT ELECTRIC METER m ELECTRIC CABINS 042.58442795,-1 14.44976670 ® ELECTRIC MANHOLE TRANSFORMER U ACCESS POINT ID:3000-035-12.1 LIGHT POLE m _ GR/GB:Y/ISO:Y - - O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 17 L I I �\ / ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE C ©15'UTILITY EASEMENT COMM HANDHOLE HYDRANT \ E 0+00 PLACE NEW m TWIN FALLS COUNTY C ® COMM PEDESTAL l�1 WATER METER 15'UTILITY EASEMENT m 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000880256 TWIN FALLS COUNTY W 042.58442664,-114.44857617 DRAINAGE MANHOLE UTILITY POLE DOC#:0000880256 ACCESS POINT ID:3000-035-4.1 ® CATCH BASIN CULVERT 3 -F= GR/GB:Y/ISO:Y L:214' w \ L:21 S' D13(1)1.00" do .�.. I � � MI rM E 2+56 PLACE NEW C04 14"OX24"AXS 400 LT DUTY HH AT w AjDB 042.58383571,-114.44842977 i w D 4+99/C 0+00 PLACE NEW ACCESS POINT ID:3000-035-4 r E 3+82 PLACE NEW14'OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N + = cov W6 co l C12 042.58384178,-114.44977697 14"OX24"AXS 400 LT DUTY HH AT L.89 111.25" ACCESS POINT ID:3000-035-12 042.58383665,-114.44889895 DB(1)1.001, — O D 3+87 ACCESS POINT ID:3000-035-4.2 O ao GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y 7 � l U/E U/E _ A U/E UU ou E 2+15/E 2+91 L:38' r \ C 1+49 DB(2)1.00" Q 15'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:0000880256 PREPARED FOR: 1 I D 2+80 15'UTILITY EASEMENT m TWIN FALLS COUNTY C 2+61 PLACE NEW L:387' DOC#:0000880256 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" T I L 5 0 N 042.58353885,-114.45033430 p 2+85 ACCESS POINT ID:3000-035-1 1 GR/GB:N/ISO:N _. T:(207(591-6427 F:(207)772-3427 _ info@filsonfech.com nn/a REVISIONS DATE I DESCRIPTION INITIAL 04/17/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C9 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C08 OF C12 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. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 8 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE D2+08 — PLACE NEW E] ELECTRIC HANDHOLE ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINS 042.58323643,-1 14.44843650 ELECTRIC MANHOLE ACCESS POINT ID:3000-035-5 I ® TRANSFORMER GR/GB:N/ISO:N LIGHT POLE SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE lid TRAFFIC SIGNAL GAS METER L:249'.25" ED I I I I © COMM MANHOLE ® WATER VALVE D 1+12 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT COMMANDHOLE HYDRANT ou 042.58310712,-114.44936927 © W I® COMM PEDESTAL `1�1 WATER METER ACCESS POINT ID:3000-035-13 � m J GR/GB:N/ISO:N z OD DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT y 5 I 15'UTILITY EASEMENT i I TWIN FALLS COUNTY DOC#:3 0000716746! ' i R 3+45 PLACE NEW � do 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT mp'i ■ TWIN FALLS COUNTY 042.58290371,-114.44845062 J +`•• 1 •�• 3 L:112'o DOC#:3 0000716746 J ACCESS POINT ID:3000-035-6 U i C 5+10 PLACE NEW DB(1)1.00" d GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT 042.58285440,-114.45033467 �7 O ACCESS POINT ID:3000-035-10 p w LrozL__ cod` t GR/GB:N/ISO:N I +:� W W6 C0 r 12 W D 0+00 PLACE NEW - - 14"OX24"AXS 400 LT DUTY HH AT O clo 042.58279904,-114.44936927 I '� ACCESS POINT ID:3000-035-13.1 3 ::E F GR/GB:Y/ISO:Y F 3 DB(1)1.25" PREPARED FOR: M/a MAI J - - - M/a-i ETILSON W T:(207(591-6427 F:(207)772-3427 info@filsonfech.com W C3 R/W R/W REVISIONS R/W � R 1+79 DATE DESCRIPTION INITIAL I R 1+94 — _ 04/17/23 INITIAL SUBMISSION RNC �— 7W R/W 15'UTILITY EASEMENT / TWIN FALLS COUNTY co - I m1� DOC#:30000716746 ; SCALE AFT SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C09 OF C12 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�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 9 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE L:4O2' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" I ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER R 0+89 PLACE NEW LIGHT POLE U NL 14"OX24"AXS 400 LT DUTY HH AT O SEWER MANHOLE © GAS MANHOLE 042.5822421 1,-1 14.44850962 I PLACE NEW ACCESS POINT ID:3000-035-7 SEWER VALVE GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N L:89' ❑TS TRAFFIC SIGNAL GAS METER C 9+12 PLACE NEW 042.58208017,-114.44922310 C 7+96 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" COMM MANHOLE ACCESS POINT ID:3000-035-8 3/n © ® WATER VALVE Ill 042.58205745,-1 14.44992986 GR/GB:N/ISO:N ❑ ACCESS POINT ID:3000-035-9 (1 ®C COMM HANDHOLE HYDRANT ^ COMM PEDESTAL `l�l' WATER METER GR/GB:Y/ISO:Y I 3 3/n O DRAINAGE MANHOLE 0 UTILITY POLE R 0+00 PLACE NEW ® CATCH BASIN CULVERT 14"OX24"AXS 400 LT DUTY HH AT - 15'UTILITY EASEMENT 042.58199919,-114.44851097 TWIN FALLS COUNTY ACCESS POINT ID:3000-035-7.1 DOC#:3 0000716746 GR/GB:Y/ISO:Y ,.�. .o i U u ..... A ..,.. C� 15'UTILITY EASEMENT- w LrozL__ c�-TWIN FALLS COUNTY DOC#:3 0000716746 = I I F ] C 9 f " c 0 r 12 # O C10 M/a M/a — M/a U w a � ! WED _ PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 04/17/23 INITIAL SUBMISSION RNC SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C10 OF C12 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. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C4 GAINE W WATTEER MAIN _ SS SEWER 15'UTILITY EASEMENT L:44' r —se POWER DLI NE TWIN FALLS COUNTY DB(2)1.00" J ELECTRIC HANDHOLE ELECTRIC VAULT DOC#3 0000970330 A 17+12 A 18+0 ELECTRIC METER m ELECTRIC CABINET / 0 - 3 0 ® ELECTRIC MANHOLE �y U iE A 25+85/J 0+00 PLACE NEW LIGHT POLE TRANSFORMER T 14"GX24"AXS 400 LT DUTY HH AT O$ SEWER MANHOLE © GAS MANHOLE 042.58425657,-1 14.44077022 L:202' ACCESS POINT ID:3000-044 ® SEWER VALVE ® GAS VALVE DB(1)1.00" GR/GB:Y/ISO:Y n❑ TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT DB(1)1.00" I ® COMM PEDESTAL h1 WATER METER O DRAINAGE MANHOLE C-Q)UTILITY POLE ® CATCH BASIN CULVERT 15'UTILITY EASEMENT TWIN FALLS COUNTY A 21+24 PLACE NEW L:97' DOC#:0000980878 A 19+39 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT A 23+25 PLACE NEW DB(2)1.25" 58398744,-1 14.4421 1675 14"(dX24"AXS 400 LT DUTY HH AT 042. 14"OX24"AXS 400 LT DUTY HH AT M ACCESS POINT ID:3000-042 f U 042.58398713,-114.44280518 GR/GB:N/ISO:N L:201' 042.58398475,-114.44137153 L:163' � �.• r i �_ ACCESS POINT ID:3000-041 DB(1)1.00" ACCESS POINT ID:3000-043 DB(1)1.25" J\ GR/GB:N/ISO:N GR/GB:N/ISO:N w Y DB LrozL__ cod` _ 3/n 3/n 3/n I ... i C 9 &6 C0 �12 W\ L:185' A 24+88/J 0+97 DB(1)1.00' O \ 15'UTILITY EASEMENT J 1+10 V� CIOTWIN FALLS COUNTY 15'UTILITY EASEMENT d TWIN FALLS COUNTY DOC#:1993000002 DOC#:1993000002 1 u n ++ i \ o RAW- R/W / \ DB(1)1.25" PREPARED FOR: ' I I w J 1+42 PLACE NEW 10'UTILITY EASEMENT \ \ 14"OX24"AXS 400 TIER 8 HH AT I ETILSON TWIN FALLS COUNTY / ACCESS POINT ,-114.44072238 / ACCESS POINT ID:#3000-044.1 GR/GB:Y/ISO:Y T(2UY)fo@til27 F:ch.c 772-3427 DOC#:0000980878 S 0+00 PLACE NEW S 2+44 S 3+44 info@filsonfech.com 14"OX24"AXS 400 LT DUTY H H AT S 2+31 042.58343426,-114.44293237 — REVISIONS ACCESS POINT ID:3000-031-14 ; L:448' DATE DESCRIPTION INITIAL GR/GB:Y/ISO:Y DB(1)1.25" \ 04/17/23 INITIAL SUBMISSION RNC 7.5'UTILITY EASEMENT m TWIN FALLS COUNTYUTILITY EASEMENT c— DOC#:1993000002 g TWIN FALLS COUNTY DOC#:1993000002 SCALE `'lxo I SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C11 OF C12 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�"V 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_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—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 11 GAINE W WATTEER MAIN _ SS SEWER SD STORM DRAIN i —E POWER LINE TELECTRIC HANDHOLE Q ELECTRIC VAULT K 0+00 PLACE NEW I ELECTRIC METER m ELECTRIC CABINET r 14"OX24"AXS 400 LT DUTY HH AT ® ELECTRIC MANHOLE 042.58322960,-1 14.441 10007 I LIGHT POLE TRANSFORMER ACCESS POINT ID:3000-031-20 r7 S 0+94 GR/GB:Y/ISO:Y O O $ SEWER MANHOLE G GAS MANHOLE S 4+48 PLACE NEW ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT \ 042.58332959,-1 14.44205528 i 3 ❑TS TRAFFIC SIGNAL GAS METER 3 ACCESS POINT ID:3000-031-15 I © COMM MANHOLE ® WATER VALVE fY � GR/GB:Y/ISO:Y © COMM HANDHOLE HYDRANT c m � ® COMM PEDESTAL Q WATER METER m m O DRAINAGE MANHOLE l-L�UTILITY POLE ® CATCH BASIN CULVERT _ I 1 RAW c ' •.�.. 15'UTILITY EASEMENT K 1+05 A\ TWIN FALLS COUNTY w ' N IRAdo DOC#:1993000002 Z ° ..... M�a ��/$. L:329' Q DB(1)1.25" H w ...,.. C04 W I - WIL 7 c m / c 9 &6 ca l 12 L � r r I� M 0+00 PLACE NEW �\Ai/ I 1 14"OX24"AXS 400 LT DUTY HH AT 1 0+96 PLACE NEW U 042 4"OX24"AXS 400 LT DUTY HH AT .58268281,-114.44301283 ACCESS POINT ID:3000-031-10.2 ACCE280426, ID:3000-0 333 Q GR/GB:Y/ISO:Y CD I ACCESS POINT ID:3000 031-16 I C c GR/GB:Y/ISO:Y L.96 PLACE NEW PREPARED FOR: DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT L:80' I 15'UTILITY EASEMENT 042.58256530,-114.44142760 DB(1)1.00" TWIN FALLS COUNTY ACCESS POINT ID:3000-031-18 DOC#:1993000002 GR/GB:N/ISO:N M 0+80 PLACE NEW K 3+23 14"OX24"AXS 400 LT DUTY HH AT cmU/E T I L 5 0 N 042.58246458,-1 14.44301686 _ _ / p�� ACCESS POINT ID:3000-031-10.1 U/E n T:(207(591-6427 F:(207)772-3427 GR/GB:N/ISO:N U/E -U/E info@tilsonfech.com L 0+00 PLACE NEW 15'UTILITY EASEMENT REVISIONS 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY K 3+29 PLACE NEW DATE DESCRIPTION INITIAL 042.58253963,-114.44206601 DOC#:1993000002 14"OX24"AXS 400 LT DUTY HH AT 04/17/23 INITIAL SUBMISSION RNC ACCESS POINTID:3000-031-17 042.58255148,-114.44074905 GR/GB:Y/ISO:Y ACCESS POINT ID:3000-031-19 L:102' GR/GB:Y/ISO:Y DB(1)1.OU' I I SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C12 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. r ,• HUl1 r? 'S�5 TWINID 0898GA 10 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) :`'` `.;: :-�:'.'.;�`; ?' �:t:i.`•.l' -7t> . ',fi:r::•'�';,.. .,. �....t r�i.:r;.;EXISTING GRADE ;r Z';t;1 '•'.::•'y+;y;•;::; :: :,:t.,EXISTING GRADE t r. ^}, -r,;' ;• i. r ' �I I—I I—III—I I I—I I Iiiiiil=I I I�I I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I la I I-I I MI I la I I-1 I�I I I-I I I-1 I I�I I= FINISHED GRADE BURIED CABLE H H IN GRASS -III-III=III=III=II-III�11=I1 111= REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 11=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=I I I—I I I—I 11=I I M I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I-I I�I I I�I I-I I�I I I-III-III FREE MATERIAL REFER TO �wIg TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL I; =III=III Ell-1I1 I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W -I 11 I I I-1 I ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED I —1I 1=I 1I i &FIBER OPTIC CABLE 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 11—III=111 1=111—I1I-1 1ill-1I 446�� z 3'MIN REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III � O AND TYP.DETAIL F 4"DIAMETER BORE HOLE j0 24"MIN. J G G —III—III—III—I 11=1 I I�Y I—I�1=1 11= T I L 5 0 N �=III=III�II=1 I�n I=III-1 Imo_ Q _2 _2 30"MIN. I I—III—III—I I�I I�I—I I�I Q U REFER TO .II--III—IIIII--II�II—III�I�IIII�I I—II1IIIII—II—II= On a Mission CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 Z j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I1=III—III—I DETAIL I InPoOttlaontech.com a -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I�I—III; o SD S SS &FIBER OPTIC CABLE =I 11I I—I I1=III—III= III=III=III�II=11 REVISIONS 24"MIN. 24"MIN. 1 ff ff1 o _6 _6 IIII— I DATE DESCRIPTION INITIAL I1I1-11I—I 04/17/23 INITIAL SUBMISSION RNC IIMIMII- 3 ALIGNMENT STATION(FT) 25 —_I I1EI I1- 4"BORE HEAD. I 6 ~ CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR U (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& 01 CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE VI FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE • SCALE oI (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE (D (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES,00 SIZE D SHEET: NTS TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOl OF D16 00 (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898GA 10 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. TWINID-0898GA_10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F++ ++ -A-AIL+++ ++ ++ + + ++� ++ ++ ++� F++ m eo.00 DETAIL A SCALE I : I N TILSON On a Mission T: (207)591-6427 F: (207)772-3427 Z InPoOtIsontech.com G rows C"VOW40 A►c ate cov.w-.W DRAWN:A Du Tod iw o neoeor IS roe Poo"""or run A►1D M4A-AXS-400R-ASSY-TDS REVISIONS "AT►m K CCPW 1011111140LT 00 of DATE DESCRIPTION INITIAL P^W-A►+D TW CoppS-"NOIXMT CHEKED: Oro "0 0 4/17/23 INITIAL SUBMISSION RNC 0$09 K orsaosec ro ANT"M MIA-AXS-400R-ASSY-TD5 VAVM 11M1iW wMrO+oO"=t DATE: 14/10/?020 0 U o —Nix rWNOtlSa11/'•IGA y SCALE(A3): 1:6 � �clsraeolouw n'mm FAC,101v NSMtsa_041119cell.9two SCALE o •DAD 11111111"M ONM!•1671 IwI�I 00•ox 6n[iyIvlo SIZE B SHEET: NTS r•DvAAL 0^4""G SIZE D SHEET: NTS 00 *d OV 1 I.o.`oos SHEET D02 OF D16 of I V AL rdo*m4o corn 0 Z FILE NAME:TDS TWINID 0898GA 10 AXS 400 H H DETAIL ® D1GUM ag Line,Inc. TOP VIEW i + TWINID 0898GA 10 PHOTO RENDER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A 0 0 - -soo0 RIGHT VIEW m � I N TILSON CD On a Mission T: (207)591-6427 F: (207)772-3427 o SECTION A-A __ n sonteo.00m o Al4N0F L W rah OF M" rpA? DRAWN- A Dv ToA M -AXS-400e-w43T REVISIONS m 40S 38 IAAY►JW N OCOM Mm01LT 01$4 DATE DESCRIPTION INITIAL 0^JT Ake"Calld"M MAw CHECKED: o.~►o By 04/17/23 INITIAL SUBMISSION RNC o P^rm wrl"w vmrm%C0104010 MCI►-AlI3-�00!•ASS� DATE )7/08/2020 0 o, w►,.�o.a.�►�Ic• SCALF(A3): 1:b lvilt!P^C?ON M2ma",►aDRJeCl SCALE 0 1110AD 1mssc�-«!'DNA IV SIZE B SHEET: NTS �I ►O Box$77 CLOww"Ion AAO'vwK GA4VAG • — SIZE D SHEET: NTS 00 co Tft y7 I 1"ASHEET D03 OF D16 MAL;wvOwde ce m 0 Z FILE NAME:TDS TWINID 0898GA 10 3 - - - AXS 500 H H DETAIL D19 Une,Inc. 5i1 of- 11300-3,42-1585 EXPLODED VIEW LID BASE TWINID 0898GA 10 BODY PANES. TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 PHOTO RENDER — 21.B9 r A� — 19.69 j I 19.69 2079 TILSON CD On a Mission � O/Yb6i0►6�1�+C1� T: (207)591-6427 F: (207)772-3427 o 000, Q.99 gas otwrr.+o n.o T►e co�rro.� DRAWN: A Du Tort "� Infoocnsontech.com raleo►IS TICK r40OVIrr a NA4A All i0 WAA-A)M-SAOR-ASSY o MAY PAM K cdm Mnouv CIO Iu REVISIONS O PAv-NC rmt COW DM ro*K40F WAY CHECKED: QrQvMrp 700 M DATE DESCRIPTION INITIAL ll •K� Nh CLOM V 7"m SWR AXS CHAMBER B REV001 04/17/23 INITIAL SUBMISSION RNC 3 .,►r,cs 11Yf,"W we-se+C04mlpr GATE: 12/08J2020 SCALE(A3): 1:7 ul A SECTION A-A U R2.21) !V""M.CT0i1r MekfeM.teDftMo YC1^0 ta"O.nv ww 1471 SCALE 02I.M PODoa6nusnem 11y1 SIZE B SHEET: NTS SIZE D SHEET: NTS co AM&0000muc co so SHEET D04 OF D16 co Z FILE NAME:TDS TWINID 0898GA 10 • TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL INN 'V■■■■� NII ' . . - ■� liesI �■���■■����.� Drill IN ml IN IMI -■. -■I 11■ .. ��I MI■��■ INEM -in Of 11 Jm ■I III ■ _ �� .. .03 &'�, I a 0 I ! m■■A■■w■■L . 11 'd ■� ■C lff WE 0. 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CM *X% t . , KNVK0IJT On a Mission 1 • _ — ,� " 1 \' 1 • � MOTT • , �r � "l-IME . • _:; = lu • SHEET .• • FILE NAME:TDS . ,... 10 CHARLES 101 - 8"XT PEDESTAL ® DIGUnE ag Line,Inc. r " H4 Il1 r? 1.;% TWINID 0898GA 10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � I 7 , 5 i INSIDE I • � ADLOCK 7 . 5 ; INSIDE NASD 16.0 O 21 S M N TILSON O On a Mission T: (207)591-6427 F: (207)772-3427 Z InPoOtIsontech.com O REVISIONS DATE DESCRIPTION INITIAL a 04/17/23 INITIAL SUBMISSION RNC 3 0 UI UI SCALE o SIZE B SHEET: NTS _I wri.+.c+ SIIE �i��1�G •0 SIZE DSHEET: NTS Co o " A I I H O I I ' ) ( Q OOWP r SHEET D06 OF D16 g t u t -u ntw ruc 1 c I 3 FILE NAME:TDS_TWINID_0898GA_10 CHARLES 104 - 12"X1 1 " PEDESTAL ® �°mxm"-- Diq Une,Inc. 5i1 of, 11300-3,42-1585 12 . 00 TWINID 0898GA 10 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 04 - TILSON 04 0 On a Mission T: (207)591-6427 F: (207)772-3427 Z InPoOtHsontech.com 0 REVISIONS O I DATE DESCRIPTION INITIAL d ' 04/17/23 INITIAL SUBMISSION RNC � I SCALE . I50 > 21 . 37 O �I o , v SCALE 0 SIZE B SHEET: NTS I � � SIZE OurirltG p SIZE D SHEET: NTS co , w =� B 104HC I I 11 OOQ�If SHEET D07OFD16 " Z ril�ide�~i�..�.K�MM1Ka�llti teil�i� Kl[ t1S IiM011-IIOOOM 3 FILE NAME:TDS_TWINID_0898GA_10 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. r ,• HUII r? 'S�5 TWINID 0898GA 10 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m LX13END Ile VAX"000 m pm In __ m sm, : 14%. ' r,MAW ___ _-_ .i Fir.On 1.7 `SAWM T to K A5 MR AS MOM! + # WREli:VAS rDZX SM SAW.ftrl(&� (WE 13TY- F nM FA4s VEWSICN5 SECT M 30A Ix ',MAWM TAPE T4 K Ir MOW[ '0*V PW_ ' C {n ik rTPAN F MM WK Al C"M OF FM{ FOR 31MK S M WIDTH WAY BE KAPP N" VATH VUTIM PDUMS54tt DF err EN004EM N TILSON On a Mission T: (207)591-6427 F: (207)772-3427 Z pm I - _ InPoOttlaontech.com wt jawgu'"cow - REVISIONS ISHFAM RPM MM 131 WFIM -3U(WE .30X. DATE DESCRIPTION INITIAL ' - CUMM ON TW W WTM FIMA11K 57CM AM W111101111 04/17/23 INITIAL SUBMISSION RNC 3 0 U vI SCALE SIZE B SHEET: NTS IQ; SIZE D SHEET: NTS co L � TIFSD-301 SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_10 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 r i' HUl1 r? 15�5 9 9 9 9 4 3 pER SEC. 300. 6 13 VARIES n 1 TWINID 0898GA 10 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL A SPHALT 7 10 10 PAVEMENT GRAVEL EXISTING B 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 05 6 2 12 11 6 EXISTING OVERLAY EXISTING PAVEMENT FABRIC 1�:7(DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATER D PTH- MINUS 1ISHOTHERWISEED 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. :2 ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN a CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. C 0 D. OVERLAY FABRIC WITH ASPHALT TO FINISH CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. SON k M CONCRETE PANEL. 7 tri N OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 v 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 04/17/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. -a 5AWOO TO K AS Fyk AS p488111LE OM VC10 0.AR U L� OM�T1YFI FALLS S RE SH)NS SE CUM 30f?l 0 UI _ SCALE C�, ^I CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS TWIN CoOFALLS SURFACE REPAIR DETAILS N� TTFISD- 303 SHEDSHEET: NTS SHEET D09 OF D16 0 Z FILE NAME:TDS TWINID 0898GA 10 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. —2 1585 I wJr TWINID 0898GA 10 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 Q C or CPA'& Accm Row WAY VARY , i% P-MS ION tOCAIM @B P*&AK m awwo Ow 4Al NOAD rms LEGEND © ►NWWAT POO-AM FK ACCMS. nATIRK Ot401N10 MOTH MUST K %T tFAST K we MIQR1-12, UML[4S Ufl1twom 9LOrtm N 20 nAa r wm Cr 3/4- AGVKGAQ TILSON O CO PACTED TO 95X DRY DDegri 90ARC. DITV'�5��HAVE INItIY On a Mission 3 1 ryts SLOP( KIM •1 S;OF[ O Qrm Tomck S MIN PASRAF OPASS VAT;M E05*4 T- (207)591-6427 F- (207)772-3427 N[OOYMOd>fD 1•E BACX SLOP(of Z MOMON 3" gXALL Of A W40AN t-t tnfoOtIsontech.com O SAGO( W.CFE vIPTN 4 1 BA04 SLOPE 4O KAI Op(f ( e• MP4US PI} ft C..IOU CCA4►ACM TO 9?= � occo llfc4mL rK ►Low Lot a K eft uj OPTCM 94ALL W wrv,m Cr 6' Bad REVISIONS DE LOOEST A"WCATE BASF C*ArX PtAM 3- Of 3/4- ROQWb O1►AAX DATE DESCRIPTION INITIAL to 04=0Ad ORAWWX PMING OPTt71 • PROPOSED P►E lrE t♦•O)" DQ*'"YS 11COARED w>M 0 04/17/23 INITIAL SUBMISSION RNC APPRNrED II4/f1 AA1Q TYPE 0 PLA E- OF B• NWV A4S MI" GOA'+d CO ,%= TO 9*1 N M O U g' IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PtJKX 1MIORKS NQ. SD—.304 SCALE o coNST�t�cuoN ROAD SIZE B SHEET: NTS ^I Q SIZE D SHEET: NTS 00 00 SHEET D10 OF D16 0 0 z 3 FILE NAME:TDS_TWINID_o898GA_10 TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. r ,• HUl1 r? 'S�5 TWINID 0898GA 10 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL . . J%— &o a OEM - �. r _Y � sus A971!! ; : .__ =Tw! ag 7 . . TILSON On a Mission ENIMPaLC UNCKFL -FEK � - __ } • _____ T- (207)591-6427 F- (207)772-3427 YPE F, 1�yQM 0 GRUT r, tnPoOtIsontech.com Z Atl 1NH&T IN A Ste'LNL - - ., 11 ?°rer' in[ ?�15 cl +'I�P� Ill�av€ttA , REVISIONS LOU C* A.:tA&X: DATE DESCRIPTION INITIAL 04/17/23 INITIAL SUBMISSION RNC 3vmuTr A+4114mm 1 SWAN FMT w Lm WAY 6Eu ITIE 7 lE M OR CIY I�Mr_ IQ1' _ F"A� USNO TAUT_ F PUTHOM AFtE V +Tat THAM 1 'SQUME FUOF USE COWPACTE3 PEA �� EELM A U�7Y WIM WJ%T WAKT!W A if w wmrim Am A UPL.�lIt Ya CAP_ _ M' lil HORMIMTAL SMARA7M FR(M DEEM CITY Q LW=91HO tPEt APPIOaAFD MY TFE QrV DKMIWL vI " � SCALE C Ply 771q m— p SIZE B SHEET: NTS W. = T L, No , SIZE D SHEET: NTS oo T, D" SHEET D11 OF DI Co TRENCH 0 z 3 FILE NAME:TDS_TWINID_o898GA_10 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. .2 Isas r TWINID 0898GA 10 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f ze �D SKID DETAIL LEGEND N T>: O Im CUT To m 20 CAMNQ POPE O3 4'e4' Ctom OM ICD SIM% at COWVICIJUT M9iCA= CAW-, W9, ATOMs (C464o Mc CO AiPN011D S ANS;lmllm IS' CAAN IM PIPE I SP'ACLWS PVt STn CAM W FVL 3 9ACRS $'R 1") 4 SmWTN Slim CATPIC 31I W% *OLL "CKM I31 MR dA CIP 2' CKAID 1NAN CAK%P WE KU O 011TSM fWt !dl 2 4 © Y t COW STAtI4.ESS SITS STIR PPW. 4' 0C. MI'N A Mk OF TWO SVtWS IKTOM PITt r011IR 45' AA}A,LAM SPAC9 FLLED MTN SAAQ, GMOUT; 31W CAALFI OR "V2 MAMMAL AS APPgOM B1' /E f M {ij NOTES: um almma ` A vtTmw OTIEJ+ THAN IK "sm S,om ""S O T I L 5 0 N CD ETAL IS mcp<=. 5.6MIT a?w aRAMVGS IOM A►"OVAI tlY M C%GV4 § P" M On a Mission TO C0NSTWJCTiOtn z 04T A N " S 0.6W~AOF TW INT 10 T: (207)591-6427 F: h.co 772-3427 O SECTION A—A '"`°°`°»`°tech.cOm 0 h T TIE L04 ANO C*ACC AVMANM W CAMIM �C&WK PVC A%V CARRWR nL#4 OF �ALL REVISIONS Q Idl Tlt APPWWAL S, TIK 040" P I"OlII tb DATE DESCRIPTION INITIAL WSTULAG TIE WE 04/17/23 INITIAL SUBMISSION RNC 3 0 U JV» �I IOAHO STANDARDS BORING AND JACKING STANDARD ORAVMNG SCALE o FOR PU13UC WORKS � SIZE B SHEET: NTS CONSTRUCT" DETAILS SD—307 � SIZE D SHEET: NTS 00 co SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_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_0898GA_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: d O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. M © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. M LSON 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. 04i17i23 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. 0 Vi OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET C) BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE Vi APPROVED BY THE CITY ENGINEER. SCALE �i 12D71z1 SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS Co (D, TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130FD16 0 z 3 FILE NAME:TDS_TWINID_0898GA_10 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. r ,• HUII r? 'S�5 51 NOW 1 T5'bF**r WIWI TWINID 0898GA 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 12MOI TOTOL Ia5 "& iA "-r-nv oumwr Dm3wry LO i� 'rJ3 jd �- kTF]hAR� 9ft9W K 9�QN �L4 F r � um I* eGENDJ @1 ` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa ITE 8Am gmF*iiI i�wmarl>vr., TM LwjA Pmw 1I11n,rwff�w;IIwl(SEE GTY OF rmW FAUS LW%R lilAll$PQR AMN KA141 ' -- 1 �- TILSON On a Mission pun-IT Via �n 0 �s _. =11fi_ UM Ag T: (207)591-6427 F: (207)772-3427 Z OF .5af15�.,f.E�ii tnPoOtilsontech.com O REVISIONS C f MMOAK AM W. ,l DATE DESCRIPTION INITIAL i 04/17/23 INITIAL SUBMISSION RNC o 1JI mmmm AM TNIF— SCALE SIZE B SHEET: NTS Q -KURAL , TAI•OARD MANK SIZE D SHEET: NTS Co(DI �- TF — SHEET D14 OF D16 z 3 FILE NAME:TDS_TWINID_0898GA_10 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. r ,• HUl1 r? 'S�5 OF ALLEyi TWINID 0898GA 10 TWIN FALLS,ID . %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS TITS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE Ill—NEW ALLEYS its-- - .- -- TYPE. IV-NEW ALLEYS � �ftilli MMT Its 1 1: �.at Mr,mP atodo m, TILSON On a Mission T- (207)591-6427 F- (207)772-3427 Z NOT- tnPoOtilsontech.00m 0 REVISIONS Nw O ,yam, Rww-';RAWAM-1p#Ld& DATE DESCRIPTION INITIAL pwv�e _ �}�ii,,,,WW y��,F{� �.� moms- _� m— wr IV,m ; m"awK 17` �k 04/17/23 INITIAL SUBMISSION RNC 3It 910*4 0 C) zm E7 BY�Ii�R16f VERM"tL U 3@M C9IFM S FD UN! S �I SCALE Ij� SIZE B SHEET: NTS il� 4 A SiA- SIZE D SHEET: NTS o � PUS ALLEY E TION OF SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_10 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. r ,• HUl1 r? 'S�5 FM FIRE ACCESS ROAD SEE TFS0— TWINID 0898GA 10 TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL f' J pun 0"w" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-W TO RAPO E ,X AND ML 0 UT ll . 01 37Rer C=iIXlRACd W -K- Y.ST 9E �1RW TO Ut U7T C* Ibt.e 2e ,IAI F�e4�#I %TKV OM 15 TA 9� 11 AT GM OA_GE_Sm ORCM . :I[IR AflLLED C4:qi, aL 4P1L E_ N TILSON 51111111mt r" 12UUXXM mpm ft"ft-w u"m mmtm On a Mission v Lm46dIyy I*yER TkKyk, [twin T: (207)591-6427 F: (207)772-3427 Z tnPoOtilsontech.com C PLANT IAN P064EMMT 2Z 2.5 7.9 BAM 2O L I 6.0 REVISIONS C DATE DESCRIPTION INITIAL �ee,�s� e.0 [7.0] Ie.s (I&s) IrLo (�o.a] 04/17/23 INITIAL SUBMISSION RNC T4T+w. I" DO mo 3 Pq[PUM 084M E' 7LD o tf WM nru+E A-Akr vLt RuwmmP A Bra VI tv.2a ALTDMWK n*!;)ww V-k1w a i4Umi W-peEFi ir V -NF t.MPR m 4 Lm. vI SCALE o SIZE B SHEET: NTS i SIZE D SHEET: NTS co III— E—S TF D— SHEET D16 OF D16 I 0 z 3 FILE NAME:TDS_TWINID_O898GA_10