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HomeMy WebLinkAboutTWINID_0898GA_06_REV0-compressed DFN NAME : TWINID 0898GA 06 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID •3'�I,:ti'' •S it t �� Y 1• ' . — - 1 J'v. •�`;1 � - � .�� ` �' ra. • ._ _•� .�, 4.1 .. ti.'�� F � •� -Yr _ •. 1. I { ,� Y ��yR 1 •� r+. * 7�r # �� � �t `mot I+ � � 1� .. Y -_ . wr y. � � �Mvri•P' �' . # r TDS ♦1 ■ r • . Lino.Inc. 0 11 r r 4 ' V 31. I' 1 •' I !'• } • 11j + - ■ { T�• �� 03 MATERIAL DESCRIPTION QTY ACTUAL rip Ali • •r •1 - 1 y1 .-r. -a Ofta go la i 'LdL%� 711 .a i A. 951 `■ • !�' ,v __ Y � -r _` 7 • IFS-Aw E bd %rk Or * TILSON . J ■ . # 1 1 JJ • PERMIT ■ JURISDICTION . • • NEW UNDERGROUND ■ ■ • . , • SHEETS: C01 -C15 EXISTING UNDERGOUND SHEET A02 OF FILE NAME:TDS TWINID 0898GA r. ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. F1il 7r HUi i DWG NO. SHEET NAME T W I N I D_0898GA_06 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-C15 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 EO1. ..................... ..TRAFFIC CONTROL PLANS COVER.............................................................................. . - I L S O N . ..................... ............................................................................................................................ . E02 TRAFFIC CONTROL PLANS LOCATION MAP . ..................... ............................................................................................................................ . T: (207) 591-6427F: (207) 772-3427 a E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . ..................... ............................................................................................................................ . 0 E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS 0 . ..................... ............................................................................................................................ DATE DESCRIPTION INITIAL w o E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 04/14/23 INITIAL SUBMISSION AM J . ..................... ............................................................................................................................ . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 3 . ..................... ............................................................................................................................ . E07 HALF-ROAD CLOSURE MULTI-LANE > . ..................... ............................................................................................................................ . E08 WORK ON PARKING LANE �I .......... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS SIZE D SHEET: NTS Co SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898GA_06 It DIGUnE CONTACT SHEET ag Line,Inc. H ht i o •.2 1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 06 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 ' Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 Q FEDERAL GOVERNMENT rn Chris Haskin Director-Network Engineering 608-664-4443 TILSON On a Mission N o Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 a OTHER REVISIONS 0 Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL w 04/14/23 INITIAL SUBMISSION AM Brian Thomason Manager-Network Engineering 785-477-8582 7 Bob Perkins Director-New Market Implementation 218-568-2112 6 Jim Scibelli Manager-Field Services 208-996-2755 0 UI Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE ,oI SIZE B SHEET: NTS �I Todd Naylor NS-1-Route Acquisition 541-797-0539 Q G SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898GA 06 ® DIOUM GENERAL NOTES ag Line,Inc. r, ,• Hui, •.? 1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 04/14/23 TWINID 0898GA 06 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1 Q .5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE T I L 5 0 N o CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL o REPLACE FULL PANELS TO THE NEAREST JOINT On a Mission 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY o THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS Z AFTER POURED. p ASPHALT: REVISIONS 0 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT 04/14/23 INITIALSUBMISSION AM O MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH 3 WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 0 300&800'S STANDARD DETAILS. UI 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT o HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS Q INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN (D 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 06 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 06 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 EOF 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-<— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL 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 ® T I L S O N v a STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , On a Mission CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 u EXISTING GAS LINE , InfoOtasontech.com O CULVERT(CUL) / \ EXISTING POWER LINE REVISIONS o GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE 04/14/23 INITIAL SUBMISSION AM GAS VALVE(GV) ® o EXISTING SEWER LINE , GAS METER(GM) lJ EXISTING WATER LINE , o UNKNOWN MANHOLE(UMH) O U �i UNKNOWN HANDHOLE(UHH) n SCALE QUTILITY POLE(UP) �QD SIZE B SHEET: NITS 0 SIZE D SHEET: NITS Co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898GA 06 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_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C9 GAINE W WATTEER MAIN SEWER SD STORM DRAIN \ Im —E POWER LINE 3 / i [E] ELECTRIC HANDHOLE Q ELECTRIC VAULT D 1+81 PLACE NEW B m 14"OX24"AXS 4001 T DUTY HH AT PLACE NEW ELECTRIC METER m ELECTRIC CABINS ELECTRIC MANHOLE 042.57857671,-114.44273960 14"OX24"AXS 400 LT DUTY HH AT -�� TRANSFORMER ACCESS POINT ID:3000-019-1 042.57863285,-1 14.44122030 LIGHT POLE GR/GB:N/ISO:N ��� ACCESS POINT ID:3000-016-2 O SEWER MANHOLE © GAS MANHOLE \ GR/GB:N/ISO:N SEWER VALVE GAS VALVE 7.5'UTILITY EASEMENT ❑n TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY I 7.5'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE DOC#:757220 1 TWIN FALLS COUNTY \ •� DOC#:757220 © COMM HANDHOLE HYDRANT CC ® COMM PEDESTAL WATER METER W O DRAINAGE MANHOLE l_L�UTILITY POLE I /- CATCH BASIN CULVERT � \ PLACE NEW �� 14"OX24"AXS 400 LT DUTY HH AT o / p 7.5'UTILITY EASEMENT c 042.57835930,-1 14.44122710 Pon TWIN FALLS COUNTY m ACCESS POINT ID:3000-016-1 I DB(1)1.00" I I DOC#:757220 I GR/GB:N/ISO:N I — ni I A5+81 /C0+00/D0+00PLACENEW A3+19/B00L PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT I —Co C cis C1s I 042.57808082,-1 14.4DUTY H0 042.57807605,-1 14.44178340 A 1+70 PLACE NEW LL.I ACCESS POINT 1 14.442752 ACCESS POINT ID:3000-018 14"OX24"AXS 400 LT DUTY HH AT — Lu ACCESGR/GBS Y/ISO:Y GR/GB:Y/ISO:Y \ c s cqs aj__ go, 042.57807209,-114.44122970T7.5'WI UTILITY EASEMENTACCESS POINT ID:3000-016:40' TWIN FALLS COUNTY 7.5'UTILITY EASEMENT 1 GR/GB:N/ISO:N —c>4 soa cosTWIN FALLS COUNTY DB(1)1.25" DOC#:757220 DOC#:757220 L:76' 7.5'UTILITY EASEMENT Co3 co O A 4+38/B 1+18 D 118' DB(1)1.00" I TWIN FALLS COUNTY L A 4+78/C 1+03 DB(2)1.25" L:73' I 757220 r L:103 L:48' Q DB(2)1.25" I DB(1)1.25" C L:170' G 7.5'UTILITY EASEMENT DB(1)1.25" 6 1+66 PLACE NEW A 2+44 PLACE NEW A 0+54 7.5'UTILITY EASEMENT L:60' TWIN FALLS COUNTY I 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY DB(1)1.25 042.57794997,-1 14.44222554 DOC#:757220 042.57807407,-114.44150180 I PREPARED FOR: 31 DOC#:757220 I y ACCESS POINT ID:#3000-018-1 ACCESS POINT ID:3000-017 1 GR/GB:Y/ISO:Y GR/GB:N/ISO:N C 1+63 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT I A 0+00 T I L S O N 042.57791590,-1 14.44237999 EXISTING AXS 400 TIER 8 HH AT ACCESS POINT ID:#3000-019.1 I 042.57792202,-114.44079820 GR/GB:Y/ISO:Y IF PLANNED STRUCTURE T:(207(591-6427 F:(207)772-3427 (SEE DFN:TWINID_0898GA_09) info@tllsontech.com IS NOT YETINSTALLED, 3 REVISIONS I CONTRACTOR WILL INSTALL STRUCTURE. DATE DESCRIPTION INITIAL \ SEE DETAIL#3000-015 GR/GB:N/ISO:N E 04/14/23 INITIAL SUBMISSION AM d M/N b M/8 M ci — ' I � I SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C01 OF C 15 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_06 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 MOUNTAIN VIEW CIRCLE —E POWER LINE 7A7/ E 1+76 PLACE NEW E] ELECTRIC HANDHOLE QELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT / W 7--m 042.57857393,-1 14.44385200 ELECTRIC METER m ELECTRIC CABINET F 5+27 PLACE NEW ACCESS POINT ID:3000-022-1 I I \\ ; ELECTRIC MANHOLE \ 14"OX24"AXS 400 TIER 8 HH AT \ GR/GB:N/IS N / LIGHT POLEcl- TRANSFORMER 042.57864568,-1 14.44451 100 \ SEWER MANHOLE GAS MANHOLE ACCESS POINT ID:#3000-026-2.1 - O $ (; GR/GB:Y/ISO:Y I 7.5'UTILITY EASEMENT r 0 ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY I O:f I OL I ❑n TRAFFIC SIGNAL GAS METER w DOC#:731790 . COMM MANHOLE ® WATER VALVE 11 m © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER L:176' 7.5'UTILITY EASEMENT d' O DRAINAGE MANHOLE �)UTILITY POLE 15'UTILITY EASEMENT DB(1)1.00" TWIN FALLS COUNTY / TWIN FALLS COUNTY A 15+59 PLACE NEW DOC#:757220 ' ® CATCH BASIN > CULVERT DOC#:731790 14"OX24"AXS 400 LT DUTY HH AT l imp 40 042.57832244,-1 14.44510460 ACCESS POINT ID:3000-024 GR/GB:N/ISO:N /E E 0+96 1 U 11 A 14+9 _ i I U _ C C12 C13 I � m u,J �DB(1)1.00" I I I A 8+85/E 0+00 PLACE NEW A 6+86 PLACE NEW w zS- C?5 cIL_ 60, o 7.5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT I 14"OX24"AXS 400 LT DUTY HH AT ' TWIN FALLS COUNTY 042.57809201,-1 14.44387890 7.5'UTILITY EASEMENT 042.57807819,-114.44314260 = �.4 cos 9 (n Y DOC#:731790 ACCESS POINT ID:3000-022 TWIN FALLS COUNTY ACCESS POINT ID:3000-020 A 13+97 PLACE NEW r Y GR/GB:Y/ISO:Y DOC#:757220 GR/GB:N/ISO:N O 14"OX24"AXS 400 LT DUTY HH AT A 7+37 O ' CO3 CO 042.57805858,-1 14.44486342 ACCESS POINT ID:3000-023 r-3/n— GR/GB:N 3, n U L Q I m I ~ L:101' L:99' A 7+26 ii C I DB(1)1.25" DB(1)1.25" _ G L:105' T A 7+84 PLACE NEW DB(1)1.25" I _ 0 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT I - 7.5'UTILITY EASEMENT PREPARED FOR: 00 TWIN FALLS COUNTY TWIN FALLS COUNTY ACCESS POI , ID:304350 1 DOC#:731790 DOC#:757220 ACCESS POINT ID:3000-021 GR/GB:N/ISO:N I. � TILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS M/ a \� 3 _ F DATE DESCRIPTION INITIAL M/a DB— a \ A 10+16 04/14/23 INITIAL SUBMISSION AM ivi/a A 12+82 L M/a-- W SCALE SIZE B SHEET:1"=50' SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM CO2 OF C 15 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_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C4 GAINE W WATTEER MAIN SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET i ® ELECTRIC MANHOLE R I U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 0 TRAFFIC SIGNAL GAS METER - i © COMM MANHOLE ® WATER VALVE -+ A 17+46 PLACE NEW © COMM HANDHOLE HYDRANT 4 14"OX24"AXS 400 LT DUTY HH AT F m ® COMM PEDESTAL Q WATER METER 042.57850414,-1 14.44555520 + ACCESS POINT ID:3000-025 15'UTILITY EASEMENT OD DRAINAGE MANHOLE )UTILITY POLE GR/GB:N/ISO:N TWIN FALLS COUNTY ® CATCH BASIN CULVERT DOC#:731790 I A 16+80 1 j Y U ; � L:188' - „ I DB(1)1.00" -- ) c CH C121 c1B Lul , * {15- Cy5 CIj-- C10 Lu -Fol —C14 SO4 COB `O ' CO3 CO 1 - PREPARED FOR: ETILSON 4pow sea1f T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL M/N -M/8 -m/8 M/2! 04/14/23 INITIAL SUBMISSION AM W w W W SCALE W W w SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM CO3 OF C 15 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_06 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 5 GAS LINE W WATER MAIN SEWER STORM DRAIN ]$17T5'UTILITY EASEMENT 7.5'UTILITY EASEMENT —E POWER LINE TWIN FALLS COUNTY > 3 E] ELECTRIC HANDHOLE QELECTRIC VAULT WIN FALLS COUNTY DOC#:716746 g m �• Q DOC#:716746 co 20'UTILITY EASEMENT ' ELECTRIC METER m ELECTRIC CABINET L - w , Z O TWINDOC#:7016746 ELECTRIC MANHOLE TRANSFORMER Z L;273 V 0+00 PLACE NEW FALLS w DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT O LIGHT POLE V 1+72� Z V 0+08 042.57960707,-1 14.44653368 >� 7.5'UTILITY EASEMENT Lu ACCESS POINT ID:3000-030-4 > OS SEWER MANHOLE © GAS MANHOLE M/21 M/a U _ f GR/GB:Y/ISO:Y N TWIN FALLS COUNTY SEWER VALVE GAS VALVE M/21 � � gQ ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE � HYDRANT W ® COMM PEDESTAL Q WATER METER W W W W O DRAINAGE MANHOLE C-0)UTILITY POLE R/W R/W _R W ® CATCH BASIN CULVERT R/W — _ R/W —� I L:265' DB(1)1.00" . t 7.5'UTILITY EASEMENT ti \ � TWIN FALLS COUNTY Co� I I 20'UTILITY EASEMENT m - U TWIN FALLS COUNTY DOC#:731790 U 716746 +� I I � I--- � C Cl2 C13 IJ_I I w c s� cqs cIL_ cto w I A~19+68/F 0+00 PLACE NEW R 0+00 PLACE NEW I 14"OX24"AXS 400 LT DUTY HH A570T Cos 14"�OX24"AXS 400 LT DUTY HH AT 042.5791 1377,-1 14.44550 (n 042.57911244,-114.44758328 15'UTILITY EASEMENT ACCESS POINT ID:3000-026 7.5'UTILITY EASEMENT JL ACCESS POINT ID:3000-026-5 TWIN FALLS COUNTY GR/GB:Y/ISO:Y TWIN FALLS COUNTY O co3 co of O GR/GB:Y/ISO:Y DOC#:716746 DOC#:731790 3 fl U - _ U/;- Q PLACE NEW �1' C PLACE NEW -- G 14"OOX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" 042.57911081,-114.44690894 042.57910765,-114.44623935 o I - ACCESS POINT ID:3000-026-4 ACCESS POINT ID:3000-026-3 15'UTILITY EASEMENT w PREPARED FOR: GR/GB:N/ISO:N GR/GB:N/ISO:N TWIN FALLS COUNTY DOC#:731790 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM L:222' REVISIONS DB(1)1.00" DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM - c m I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C04 OF C 15 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 OD _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN �"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_06 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 6 GAINE W WATTEER MAIN SEWER ' SD STORM DRAIN —E POWER LINE ' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT PLACE NEW A - I c L:173' 14"OJX24"AXS 400 LT DUTY HH AT I I I m DB(1)1.00" ELECTRIC METER ELECTRIC CABINS m Jam_ I I ELECTRIC MANHOLE 042.58079010,-1 14.44750190 TRANSFORMER ACCESS POINT ID:3000-030-8 LIGHT POLE GR/GB:N/ISO:N I4} O$ SEWER MANHOLE © GAS MANHOLE PLACE NEW ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT I 7 ❑n TRAFFIC SIGNAL GAS METER w 042,58055487,-1 14,44151550 3 A 24+91 PLACE NEW © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:3000-030-2 I' 14"OX24"AXS 400 LT DUTY HH AT COMM HANDHOL GR/GB:N/ISO:N 042.58054762,-1 14.44553920- © E HYDRANT 7.5'UTILITY EASEMENT ACCESS POINT ID:3000-029 ® COMM PEDESTAL Q WATER METER TWIN FALLS COUNTY GR/GB:N/ISO:N I DOC#:716746 O DRAINAGE MANHOLE �)UTILITY POLE I CATCH BASIN CULVERT 3 I m o _ I 1 Ln PLACE NEW I\�1 14"OX24"AXS 400 LT DUTY HH AT 20'UTILITY EASEMENT U I 042.58032400,-114.44751000 F TWIN FALLS COUNTY I I ACCESS POINT ID:3000-030-7 w ± DOC H I GR/GB:N/ISO:N c -• 172' C C12 C13 LLj 7.5'UTILITY EASEMENT DB(1)1.00" L j TWIN FALLS COUNTY— w - 7.5'UTILITY EASEMENT• c s cqs aL_ ao DOC#:716746 2 TWIN FALLS COUNTY °' LI_I (n DOC#:716746 = -c 4 so4 Cos --cos _ I CO3 CO of I U I PLACE NEW I T I 5'UTILITY EASEMENT = r A 23+19 PLACE NEW TWIN FALLS COUNTY - 3 14"OX24"AXS 400 LT DUTY HH AT I U \ i 14"OJX24"AXS 400 LT DUTY HH AT DOC#:000002 CQ 7.5'UTILITY EASEMENT I \ � � 042.58008482,-114.44652350 _ 042.58007560,-114.44554990- G TWIN WDOC#:S71 COUNTY i ACCESS POINT GR/GB:N0/ISO:N ACCESS POINT ID:3000-028 m Q � GR/GB:N/ISO:N z I PREPARED FOR: IJ V 2+73 PLACE NEWT I L S O Nt6B86 042.57985264,-114.44714283 14"OX24"AXS 400 LT DUTY HH AT A 22+49/G 0+16 1)1.00" ACCESS POINT ID:3000-030-5 �.. T:(207info@t427 F:ch.c 772-3427 sa L:16' info@filsonfech.com GR/GB:Y/ISO:Y DB(2)1.00" f - u/E REVISIONS A 22+33/G 0+00 PLACE NEW DATE DESCRIPTION INITIAL 14"OX24"AXS 400 LT DUTY HH AT 042.57984058,-114.44555520 04/14/23 INITIAL SUBMISSION AM PLACE NEW ACCESS POINT ID:3000-027 14"OX24"AXS 400 LT DUTY HH AT V 2+69 GR/GB:Y/ISO:Y 042.57991069,-1 14.44774790 7.5'UTILITY EASEMENT ACCESS POINT ID:3000-030-6 TWIN FALLS COUNTY +� 7.5'UTILITY EASEMENT SCALE GR/GB:N/ISO:N DOC#:716746 w TWIN FALLS COUNTY \ w I DOC#:731790 SIZE B SHEET:1"=50' MATCH TO SHEET #C4 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C05 OF C 15 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_06 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 t 5'UTILITY EASEMENT E] ELECTRIC HANDHOLE QELECTRIC VAULT IN FALLS COUNTY DOC#:000002 ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER U A 29+10 PLACE NEW LIGHT POLE 14"OX24"AXS 400 LT DUTY HH AT O SEWER MANHOLE © GAS MANHOLE 042.58168261,-114.44551924 ACCESS POINT ID:3000-031 ® SEWER VALVE ® GAS VALVE Mia GR/GB:Y/ISO:Y Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE �\ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER w DRAINAGE MANHOLE )UTILITY POLE 15'UTILITY EASEMENT CATCH BASIN ��CULVERT i a TWIN FALLS COUNTY � DOC#:716746 R/W \ L:153' _ T W 0+98 DB(1)1.00" AN W T rm W c C-- 1s C13 W \ ,� N, a M/a I W W I W 0+00 PLACE NEW c s- cqs aL_W ao 14"OX24"AXS 400 LT DUTY HH AT \ TI042.58130601,-114.44749451 i — so4 Cos ACCESS POINT ID:3000-030-9 v 'OGR/GB:Y/ISO:Y — co O L 7.5 UTILITY EASEMENT cos r TWIN FALLS COUNTY k L r DOC#:716746; ¢� I L:364' "27165 i DB(1)1.25" 0+95 C< I - `20'UTILITY EASEMENT TWIN FALLS COUNTY _ DOC#:716746 7.5'UTILITY EASEMENT H 4+59 PLACE NEW T PREPARED FOR: TWIN FALLS COUNTY 14"OX24"AXS 400 m -LT DUTY AT , 1042.58101898 4614.4DOC# 71674 460 ' ACCESS POINT ID:3000-030-1 L:95' GR/GB:Y/IS Y DB(1)1.25"/DB(1)1.00"� C, m wmow -� ETILSON A 26+64/H 0+00 PLACE NEW y� T:(207(591-6427 F:(207)772-3427 7.5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT \' info@filsonfech.com TWIN FALLS 7.5'UTILIT COUNTY 042.58102359,-114.44553380 Y EASEMENT DOC#:716746 I LLS COUNTY ACCESS POINT ID:3000-030 REVISIONS TWIN FA 716746 \ GR/GB:Y/ISO:Y DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM s 5'UTILITY EASEMENT ti I I 1 TWIN FALLS COUNTY SCALE DOC#:000002 SIZE B SHEET:1"=50' I MATCH TO S SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C06 OF C 15 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_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE _W_ W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE - - — — - I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET U y _ ® ELECTRIC MANHOLE �y TRANSFORMER LIGHT POLE AA M/iA M/21' 4F OS SEWER MANHOLE © GAS MANHOLE M/ SEWER VALVE ® GAS VALVE • _ _ _ - ❑T$ TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE W W _ © COMM HANDHOLE HYDRANT - W- ® COMM PEDESTAL Q WATER METER W 2+05 R/W --- R/W QD DRAINAGE MANHOLE �)UTILITY POLE R/W R/W4 — R/W ® CATCH BASIN CULVERT I W 2+65 W 2+18 1 Ali. I X 0+00 PLACE NEW 14"OXGX24"AXS 400 LT DUTY HH AT � � CH cis c13 L:8, 042.58130132,-1 14.44967790 DB(1; ACCESS POINT ID:3000-030-12 7.5'UTILITY EASEMENT I w --S- Cls Cl__ Cl. GR/GB:Y/ISO:Y TWIN FALLS COUNTY W DOC#:716746 3/n - • cos --co9 3/n 3/n- 1 I _— \ O CO of —3/n 3/ —3/n PLACE NEW W 4+46 PLACE NEW W 3+60 X 0+87 PLACE NEW 7.5'UTILITY EASEMENT 14"QX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 4"DX24"AXS 400 LT DUTY HH AT \ 14".5813 AXS 411 LT DUTY HH AT 042.58129932,-114.44904668 042.58129744,-1 14.44841335 U 042.58130297,-114.45000014 DOC#:716746 ACCESS POINT ID:3000-030-10 3 ACCESS POINT ID:3000-030-11 ` ACCESS POINT ID:3000-030-12.1 GR/GB:N/ISO:N GR/GB:Y/ISO:Y C� C — GR/GB:Y/ISO:Y r G _ I I I PREPARED FOR: M/21 I M/b M 21 M/6 ETILSON I I M/b 3 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com ■ REVISIONS DATE I DESCRIPTION INITIAL W_ _ W W 04/14/23 INITIAL SUBMISSION AM R/W / R/W R/W R W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C07 OF C 15 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_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 11 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE :l7 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ir \ ® ELECTRIC MANHOLE af U TRANSFORMER LIGHT POLE I O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE M/N -��_ _ / r ❑n TRAFFIC SIGNAL GAS METER / \ © COMM MANHOLE ® WATER VALVE M/a—� M/a- M © COMM HANDHOLE � HYDRANT I MA ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT W —_ W- I � F2IW I T I I 4 �R/W- 3 I// ON 7.5'UTILITY EASEMENT J TWIN FALLS COUNTY I I � T� C?� cis C13 W I DOC#:757220 I W W \ W ciLo7.5'UTILITY EASEMENT F 2+40 PLACE NEW _ Cob s (n TWIN FALLS COUNTY E 3+78 PLACE NEW DOC#:731790 14"OX24"AXS 400 LT DUTY HH AT I ' O 042.57910940,-114.44466526 / 14"OX24"AXS 400 LT DUTY HH AT O cos tc.�6-1 L L:79' ACCESS POINT ID:3000-026-2 042.57912101,-114.44373674 I �I ■ r DB(1)1.00" GR/GB:N/ISO:N W ACCESS POINT ID:3000-022-1.1 GR/GB:Y/ISO:Y I U — F 3+34 / \ U G - F 1+61 PLACE NEW 7.5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT / 042.57911242,-114.44495828 r PREPARED FOR: LLS TWIN FA COUNTY DOC#:731790 ACCESS POINT ID:3000-026-1 GR/GB:N/ISO:N 7 - DB(1)1.25' ' - I' ETILSON L:202' m / IDB(1)1.25' I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com d F 4+54 I -w — — REVISIONS \ DATE I DESCRIPTION INITIAL F 4+68 04/14/23 INITIAL SUBMISSION AM F 4+g6 I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C08 OF C 15 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_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 10 GAINE W WATTEER MAIN SEWER —SD STORM DRAIN L:269' —E POWER LINE K 6+40 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC HANDHOLE Q ELECTRIC VAULT 7.5'UTILITY EASEMENT � TWIN FALLS COUNTY 7.5 042.57964484,-114.44182909 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:3000-016-5 DOC#;757220 I K 4+57 PLACE NEW ® ELECTRIC MANHOLE GR/GB:N/ISO:N TRANSFORMER 14"�X24"AXS 400 LT DUTY HH AT U/E 042.57958438,-1 14.441 160897 LIGHT POLE L.182' ACCESS I POINTID:3000-016-4 O SEWER MANHOLE © GAS MANHOLE I _ DB(1)1.25, GR/GB:N/ISO:N I ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER I USE` C COMM MANHOLE ® WATER VALVE IK 5+46 1C] COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER 7.5'UTILITY EASEMENT TWIN FALLS COUNTY \ QD DRAINAGE MANHOLE )UTILITY POLE M/a I DOC#:757220 ® CATCH BASIN CULVERT •� I \ w T 144 L:457' — R W Y 00 r 7.5'UTILITY EASEMENT tL M/8 --c CH Cis C1s W c TWIN FALLS COUNTY w c1s c s clj__ C10 I.I_I m DOC#:757220 llJ4 \ — \ W —cta so4 Cos cos O I I R��y— cos co a1 D 3+79 PLACE NEW __ 14"OX24"AXS 400 LT DUTY HH AT R/W R/W m042.57912101,-114.44273762 U ACCESS POINT ID:3000-019-1.1 �i w GR/GB:Y/ISO:Y I A ' !r I I I J 1+76 PLACE NEW PREPARED FOR: 14"OJX24"AXS 400 LT DUTY HH AT 042.57890888,-114.44182470 J 0+00/K 0+00 PLACE NEW 7.5 UTILITY EASEMENT ACCESS POINT ID:3000-016-3.1 L:176' 14"OJX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY c I \ DOC#:757220 GR/GB:Y/ISO:Y pg(1)1 25" 042.57890403,-114.44117002 m ACCESS POINT ID:3000-016-3 — _ U/E GR/GB:N/ISO:N U ;u ETILSON T:(207(591-6427 F:(207)772-3427 DB(1)1.25" 3/fl 3/ info@filsonfech.com 1) 3 REVISIONS m 11 K l+04 DATE I DESCRIPTION INITIAL 7.5'UTILITY EASEMENT UTILITY7.5 EASEMENT 04/14/23 INITIAL SUBMISSION AM m TWIN FALLS COUNTY I TWIN FALLSCO COUNT' o I DOC#:757220 � DOC#:757220 iW -• SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 1 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C09 OF C 15 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_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 13 GAS'S W WATTEER MAIN SEWER —SD STORM DRAIN E POWER LINE [E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ;u ❑n TRAFFIC SIGNAL GAS METER 15'UTILITY EASEMENT © COMMMANHOLE ® WATER VALVE TWIN FALLS COUNTY DOC#:009976 — © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL Q WATER METER :O \ O DRAINAGE MANHOLE C-0)UTILITY POLE - ` I ® CATCH BASIN CULVERT I 7.5'UTILITY EASEMENT r 55 I i TWIN FALLS COUNTY B DOC#:009976 I w J•I «r 3 --G C Cl2 C13 R A W Z'S- Cy5 CIS_ 7 Lu —C74 SO4 COB C09 X O ' CO3 co Ol o W 2 p 15'UTILITY EASEMENT I U TWIN FALLS COUNTY DOC#:009976 C w + I — G � K 9+77 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT I PREPARED FOR: 042.57999446,-1 14.44279709 +!M ACCESS POINT ID:3000-016-7 I ' GR/GB:Y/ISO:Y \ 1 ETILSON DB(1)1.00" `2 I T:(207(591-6427 F:(207)772-3427 K 9+09/L 0+00 PLACE NEW info@tllsontech.com 14"O)X24"AXS 400 LT DUTY HH AT REVISIONS 042.57980936,-114.44280433 ACCESS POINT ID:3000-016-6 I DATE DESCRIPTION INITIAL GR/GB:Y/ISO:Y 04/14/23 INITIAL SUBMISSION AM 7.5'UTILITY EASEMENT 3 TWIN FALLS COUNTY 7;722o SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C9 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C10 OF C15 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_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 12 GAINE W WATTEER MAIN SEWER STORM—SE POWER DLI LINE c ��— R/W WHITECLOUD / CIRCLE E] ELECTRIC HANDHOLE QELECTRIC VAULT rELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y C R/W U LIGHT POLE TRANSFORMER f\Tl l O$ SEWER MANHOLE © GAS MANHOLE I L:166 i 1F DB(1)1.00" I 7.5'UTILITY EASEMENT ® SEWER VALVE ® GAS VALVE .Zl ❑n TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY M 1+81 PLACE NEW DOC#:009976 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 7.5'UTILITY EASEMENT 042.58052516,-114.44369791 © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY ACCESS POINT ID:3000-016-8.1 5'UTILITY EASEMENT I c M DOC#:009976 GR/GB:Y/ISO:Y L:81' 25" ® COMM PEDESTAL Q WATER METER TWIN FALLS COUNTY \ ( )1. OD DRAINAGE MANHOLE )UTILITY POLE 71 DOC#:000002 ® �� 3/ --, CATCH BASIN CULVERT G 4+83 PLACE NEW — — 14"OX24"AXS 400 LT DUTY HH AT 042.58041870,-114.44458327 ACCESS POINT ID:3000-027-3 M 0+00 PLACE NEW GR/GB:N/ISO:N I I 14"OX24"AXS 400 LT DUTY HH AT ti 1 042.58051773,-114.44302730 Lr) I ACCESS POINT ID:3000-016-8 U c i I GR/GB:Y/ISO:Y / T--I ri CH C12 CIS w _ 1 w \\ � M/a _ ; w E15� Cy5 CIS- C10 —CL4 SO4 COS C09 L:202' \ / (f O I m DB(1)1.00" cos co of \ � � 'u I I M/21 � O T Q ~ G R/W R/W G 1 c — m / PREPARED FOR: G 1+02 PLACE NEW � 14"OX24"AXS 400 LT DUTY HH AT —042.57988008,-114.44523610 G 2+81 PLACE NEW ETILSON ACCESS POINT ID:3000-027-1 5'UTILITY EASEMENT, c 14"OX24"AXS 400 LT DUTY HH AT L 2+27 PLACE NEW ( GR/GB:N/ISO:N 042.57986412,-1 14.44456976 T:(207)591-6427 F:(207)772-3427 TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:000002 ACCESS POINT ID:3000-027-2 042.57981500,-114.44364544 nfo@}ilsoniech.com GR/GB:N/ISO:N ACCESS POINT ID:3000-016-6.1 7.5'UTILITY EASEMENT REVISIONS 7.5'UTILITY EASEMENT GR/GB:Y/ISO:Y TWIN FALLS COUNTY DATE DESCRIPTION INITIAL TWIN FALLS COUNTY L:227 DOC#:009976 DOC#:757220 04/14/23 INITIAL SUBMISSION AM DB(1)1.25" U/E— L:180' 7.5'UTILITY EASEMENT — -- DB(1)1.00" TWIN FALLS COUNTY — U/E 3/n SCALE DOC#:731790 SIZE B SHEET:1"=50' MATCH TO SHEET #C8 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM Cl 1 OF C15 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_06 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 UTILITY EASEMENT —E POWER LINE 1 TWIN FALLS COUNTY [E] ELECTRIC HANDHOLE QELECTRIC VAULT / DOC#:000002 ELECTRIC METER m ELECTRIC CABINET P 1+57 PLACE NEW u ® ELECTRIC MANHOLE �y AXS 400 LT DUTY HH AT U TRANSFORMER 042.58180040,-1 14.44289810 LIGHT POLE — ACCESS POINT ID:3000-016-10.1 OS SEWER MANHOLE © GAS MANHOLE Rely GR/GB:Y/ISO:Y ® SEWER VALVE ® GAS VALVE �# 7.5'UTILITY EASEMENT TRAFFIC SIGNAL GAS METER - TWIN FALLS COUNTY DOC#:000002 © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT aI`1' 1 ® COMM PEDESTAL Q WATER METER 4 I \ O DRAINAGE MANHOLE C-Q)UTILITY POLE \1 ® CATCH BASIN CULVERT tow — _ / R/W N 2+56 PLACE NEW �- p T I 14"OSX24"AXS 400 LT DUTY HH AT 042.58141511,-114.44369770 \ T T ACCESS POINT ID:3000-016-9.2 GR/GB:Y/ISO:Y I ` CH C12 C13 w 1 _ W , � {15- Cy5 CIS_ C10 w m L:75' —C14 SO4 COB TI5'UTILITY EASEMENT vi OTWIN FALLS COUNTY G 7+75 PLACE NEW DOC# 14"OX24"AXS 400 LT DUTY HH AT O :000002 N 1+74 PLACE NEW 042.58121990,-114.44461209 5'UTILITY EASEMENT 14"fbX24"AXS 400 LT DUTY HH AT L ACCESS POINT ID:3000-027-4.1 TWIN FALLS COUNTY L:167' � ACCESS 21 POINT ID:3000-016-9.1 r 4 GR/GB:Y/ISO:Y A , 0 187,-114.44371618 DOC#:000002 DB(1)1.25"/DB(1)1.00" � - U GR/GB:N/ISO:N U ` Q I C G N 1+67/N 1+81 —U/E C - L;p N 0+00 PLACE NEW DB(1)1.25"/DB(2)1.00" 14"OX24"AXS 400 LT DUTY HH AT 7.5'UTILITY EASEMENT � 042.58120409,-114.44306900 PREPARED FOR: ' TWIN FALLS COUNTY I ACCESS POINT ID:3000-016-9 L:126' DOC#:009976 I GR/GB:Y/ISO:Y DB(1)1.00" 7.5'UTILITY EASEMENT 1 TWIN FALLS COUNTY 009976 ETILSON J T:(207(591-6427 F:(207)772-3427 l i1 info@filsonfech.com G 6+50 PLACE NEW 1 \' _ _ REVISIONS e 14"(dX24"AXS 400 LT DUTY HH AT _ � 11 J DATE DESCRIPTION INITIAL AA 042.58087504,-114.44459985 M/8 I ACCESS POINT ID:3000-027-4 04/14/23 INITIAL SUBMISSION AM r GR/GB:N/ISO:N \c Tf* SCALE yy SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C12 OF C15 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_06 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 TRANSFORMER 15'UTILITY EASEMENT LIGHT POLE U —1 I P 1+04 Q 0+00 PLACE N 161' TWIN FALLS COUNTY 1.00" D $/, OS SEWER MANHOLE © GAS MANHOLE 042.581814"OX24"AXS 400 LT DUTY HH A T2747,-114.44174076 DB ) Q 1+61 PLACE NEW QC 00000Z 7.5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT SEWER VALVE GAS VALVE TWIN FALLS COUNTY ACCESS POINT ID:3000-016-12 042.58182132,-114.44114465 ❑n TRAFFIC SIGNAL GAS METER 000002 GR/GB:Y/ISO:Y ACCESS POINT ID:3000-016-12.1 © COMM MANHOLE ® WATER VALVE GR/GB:Y/ISO:Y © COMM HANDHOLE HYDRANT 15'UTILITY EASEMENT PLACE NEW TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL l�! WATER METER 000002 042.58183447,-114.44236377 I OD DRAINAGE MANHOLE UTILITY POLE ACCESS POINT ID:3000-016-11 _ I ® CATCH BASIN CULVERT GR/GB:N/ISO:N I L•157, I T T T DB(1)1.00" P 0+00 PLACE NEW ti 14"OX24"AXS 400 LT DUTY HH AT r Y U I 042.58150973,-1 14.44271808 ACCESS POINT ID:3000-016-10 J I --COZJ CH C12 C13 i GR/GB:Y ISO:Y ui I {15- Cy5 CIj__ C70 Lu —C14 CQL COB C09 ' CO3 CO 01 LO r 5'UTILITY EASEMENT JE TWIN FALLS COUNTY U DOC#:000002 I i PREPARED FOR: 7.5'UTILITY EASEMENT \� TWIN FALLS COUNTY DOC#:009976 ETILSON J I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 15'UTILITY EASEMENT 04/14/23 INITIAL SUBMISSION AM TWIN FALLS COUNTY DOC#:009976 I \ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C13 OF C15 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_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 15 GAINE W WATTEER MAIN SEWER Im / SD STORM DRAIN 1 —E POWER LINE 1 \ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE �y 1 / U TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE 1 PLACE NEW / / ® SEWER VALVE ® GAS VALVE 1 14"OJX24"AXS 400 LT DUTY HH AT / TRAFFIC SIGNAL GAS METER 1 042.57961806,-1 14.44978600 C COMM MANHOLE WATER VALVE 1 ACCESS POINT ID:3000-026-8 7.5'UTILITY EASEMENT i GR/GB:N/ISO:N \ © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY 716746 1 \ ® COMM PEDESTAL Q WATER METER 1 O DRAINAGE MANHOLE 0 UTILITY POLE 1 1 - ® CATCH BASIN CULVERT R 2+82 PLACE NEW : 1� 14"OX24"AXS 400 LT DUTY HH AT m �1 042.57933563,-1 14.44849319 T T f j ACCESS POINT ID:3000-026-5.1 I 1 / GR/GB:Y/ISO:Y — UTILITY EASEMENT TWIN FALLS COUNTY 7.5'UTILITY EASEM ENT - U 1 DOC#:716746 TWIN FALLS COUNTY - 1 71 A746 � 1 � � C Cl2 C13 a ' 1 w cls ate_ ao 1 15'UTILITY EASEMENT � 7.5'UTILITY EASEMENT 15'UTILITY EASEMENT w q r I TWIN FALLS COUNTY TWIN FALLS COUNTY - _ TWIN FALLS COUNTY = _ _C04 Coe -cos DOC#:716746 DOC#:716746 (n 1 DOC#:716746 iU O ' CO3 CO Ol 1 U/E s PLACE NEW R 1+76 Q ` 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW L:282' 042.57913640,-114.44980475 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" ACCESS POINTID:3000-026-7 + 042.57911907,-114.44888217 I - GR/GB:N/ISO:N I ACCESS POINT ID:3000-026-6 PREPARED FOR: GR/GB:N/ISO:N ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C14 OF C15 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_06 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 #C7 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 O+gS PLACE NEW ® � TRANSFORMER U 0+00 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT� LIGHT POLE 14"OJX24"AXS 400 LT DUTY HH AT 042.58057641,-1 14.44842480, Q SEWER MANHOLE © GAS MANHOLE 042.58057561,-114.44874017 ACCESS POINT IC 3000-026-13.1 7.5'UTILITY EASEMENT ACCESS POINT ID:3000-026-13 GtR)GN/ISO:N ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY T 3+81 DOC#:716746 GR/GB:Y/ISO:Y I 0 TRAFFIC SIGNAL GAS METER U/E U/E U O+bS5 © COMM MANHOLE ® WATER VALVE U/E _ © COMM HANDHOLE HYDRANT E— COMM PEDESTAL Q WATER METER U E T 4+79 PLACE NEW 3/f1 OD DRAINAGE MANHOLE )UTILITY POLE 14"OX24"AXS 400 LT DUTY HH AT ® CATCH BASIN CULVERT 042.58058473,-114.45001640 PLACE NEW L:20' ACCESS POINT ID:3000-026-11 14"OJX24"AXS 400 LT DUTY HH AT L:65 ` / DB(2)1.00" I _ GR/GB:Y/ISO:Y 042.58057850,-1 14.44937363 DEIM1.00" Q- / ACCESS POINT ID:3000-026-12 — GR/GB:N/ISO:N L:89' cc 7.5'UTILITY EASEMENT DB(1)1.00" TWIN FALLS COUNTY / ti DOC#:716746 L:479' �\ 7.5'UTILITY EASEMENTFALLS T DB(1)1.25" DOIC#:71670UNTY46 _ ---. CH C121 CIS / U 1+94 PLACE NEW ' o /8 14"O)X24"AXS 400 LT DUTY HH AT IF O Z-7 cqs ate_ ao 042.58035506,-1 14.44863714 / TI ACCESS POINT ID:3000-026-13.2 —c 4 so4 Cos GR/GB:Y/ISO:Y m 4 - m R/W R/W / \ / PREPARED FOR: T 00 PLACE NEW 7j / 14"O)X24"AXS 400 0 IT DUTY HH AT S 0+00 PLACE NEW 042.57985757,-1 14.44996217 114"0X24"AXS 400 LT DUTY HH AT / ETILF 0 N ACCESS POINT ID:3000-026-10 7.5'UTILITY EASEMENT ACCESS POI , ID:304 66407 -026-9 GR/GB:Y/ISO:Y TWIN FALLS COUNTY ACCESS POINT ID:3000-026-9 \ / GR/GB:Y/ISO:Y ; T:(207)fo@til27 F:ch.c 772-3427 DOC#:716746 \ / infoCs�filsonfech.com REVISIONS / DATE DESCRIPTIONINITIAL S 1+37 PLACE NEW 3/n \ 14"OX24"AXS 400 LT DUTY HH AT 04/14/23 INITIAL SUBMISSION AM T 1+14 1 042.57984989,-1 14.44915'40 \ , ACCESS POINT ID:3000-026-9.1 1 7.5'UTILITY EASEMENT L:137' GR/GB:Y/ISO:Y 7.5 UTILITY EASEMENT DB(1)1.25" SCALE TWIN FALLS COUNTY � I DOC#:716746OUNTY _ � v� � , DOC#:716746 c 1 SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C15 OF C15 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. r -,- Hu,, •.? 1585 TWINID 0898GA 06 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) :`'` `.;: :-�:'.'.;�`; ?' �:t:i.`•.l' •7t> . ',fi:r::•'�';,.. .,. �....t r�i.:r;.;EXISTING GRADE ;r s';t;1 '•'.::•'y+;y;•;::; :: :,:t.,EXISTING GRADE t r. ^}, -r,;' ;• i. r ' �I I—I I—III—I I I—I I Iiiiiil=I I I�I I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I la I I-I I MI I la I I-1 I�I I I-I I I-1 I I�I I= FINISHED GRADE BURIED CABLE H H IN GRASS -IIIMIIMIIMIMII-III�11=I1 III REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 11=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=I I I—I I I—I 11=I I M I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I-I I�I I I�I I-I I�I I I-III-III FREE MATERIAL REFER TO �wIg TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL I; =III=III Ell-1I1 I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W -I 11 I I I-1 I ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED I —1I 1=I 1I i &FIBER OPTIC CABLE 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 111 1 1-111—ITI—I I— _ •�I���—���—���, —I 11=11 I—I 1 I-1 11 �I—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III 3'MIN "4 DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. 0 I—III—III—III—I I�I I�I—I I�I I—I' Q J G G �lll Y ICI Y 1nI Y lll--I�TI Y I1 Y 11 ICI—L1= T I L 5 0 N 30"MIN. �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—I�I—III—Il-1I1�1I—lI— On a Mission .I I--III—IIIII--I I�I I-11 I�I�I II I�1 I=I1 II I I—II—I I- o CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—III=III—III—I DETAIL 1 InPoOtIsontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I Z SD S SS &FIBER OPTIC CABLE =I I M I I—I I E. I I—I I I= I I I=1 I I=111 I REVISIONS C 24"MIN. 24"MIN. 1 ff ff1 DATE DESCRIPTION INITIAL I ICI I ICI I I—I' I— 04/14/23 INITIAL SUBMISSION AM O IIMIM I 1= o_ ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED ° (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR u (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& o CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE U1 FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE • SCALE ~1 (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING o GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE (D (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES,Co SIZE D SHEET: NTS TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI Co (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898GA 06 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. T W I N I D-0898GA_06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F++ ++, +++ ++ ++ + + ++� ++ ++ ++� F++ m eo.00 DETA1L A Q SCALE 1 : 1 TILSON M On a Mission oN T: (207)591-6427 F: (207)772-3427 InPoOtlsontech.com Zrows C"VOW40^140 ate cov.w-.W DRAWN:A Du Tat o►o ro iw O ?eoeor a"Poo"""or run,vrD M4A-AXS-400R-ASSY-TDS REVISIONS "AT►0T K CCPW 1011111140LT 00 of DATE DESCRIPTION INITIAL on•r-A►�D roe Go►mm'►1Q•IOr"AT nib a CHECKED: 04/14/23 INITIAL SUBMISSION AM ►$or K orl'"Osm no^"T"m M4A-AXS-400R-ASSY-TD5 onVM 11M1iW wMrO+oK)"=` DATE: 14/10/?020 3 SCALEIA3): 1:6 0 - �Dlsraeolouw n'mm rnC901v NSMtsa_041119celIJIIIIIIING SCALE �I 90AD 1IIIIII6eq,111•IVn 1671 lwI O� ro•ox 6n[V•Iv!! SIZE BSHEET: NTS r1cvAAL 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 06 AXS 400 H H DETAIL ® D1GUM ag Line,Inc. TOP VIEW i + TWINID 0898GA 06 PHOTO RENDER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A 0 0 - -soo0 RIGHT VIEW m � Q TILSON M 1 On a Mission N CD - T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com SECTION A-A __ ,y o Nto[+a a M 9orr01 v OF M" rpv DRAWN- A Dv ToA M -A S-40C*-w43T REVISIONS a0.5.38 w►r►1a K OOrID WPC%LT C)0$4 w DATE DESCRIPTION INITIAL 0^n AJb M M����6AAv CHECKED: O.e..��11.. 04/14/23 INITIAL SUBMISSION AM NOT K DOC LGM TO Aviv?"D MCI►-AlI3-�00!•ASS� p^rm 11Y TOKX T vmrw.C:Cr3ew DATE 17/08/2020 3 'o �wSM►�Ce SCALE(A3): 1'6 Malre P^C?O 1•MlWtS,►aDRimbG SCALE o �OwD 1 W01-[i/rf w owl ►O Box$77 CLVI IN1 SIZE B SHEET: NTS 00I(„A4MAG • — SIZE D SHEET: NTS co co qL y7 11"ASHEET D03 OF D16 MAL:wvOwde ce m 0 Z FILE NAME:TDS TWINID 0898GA 06 - - - AXS 500 HH DETAIL ® DIGU E ag Line,Inc. EXPLODED VIEW LID BASE TWINID 0898GA 06 i BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 2I A9 PHOTO RENDER 2 I A9 — 19.69 j I 19.69 2079 TILSON cl) On a Mission C, T: (207)591-6427 F: (207)772-3427 Q,99 aC "�~ADTMtCC ,slow DRAWN: A DU Tort Irroocna0�l�n.�«� raleo►1s TW r40OVIrr a NA4A M 40 WAA-A)M-SOOR-ASSY z O MAY Floe It cdm MR401 CIO 1Y � REVISIONS P'Av-NC W CCWD'n roOl I MAY CHECKED: Qr0*rp Too DATE DESCRIPTION INITIAL SOOR AXS CHAMUR REVWI O I ►/����u���~n�r� 04/14/23 INITIAL SUBMISSION AM .,►r,cs 11Yf►�O(�1 ww-sa+co4mlpr GATE: 12/08J2020 3 "y" SCALE(A3): 1:7 A� SECTION A-A �� Eve"N►,CTpft n /ses a .n1moftam I FCvZ iQUO-KUPWWW 1471 SCALE ~I 0 21.89 .o o=6n ustnm iay1 a �vAnL O^V"e G _ SIZE B SHEET: NTS cD WL ev T 1 Im 7m SIZE D SHEET: NTS co a M11�1 0000muocoso SHEET D04 OF D16 00 0 Z FILE NAME:TDS TWINID 0898GA 06 • TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL INN liesI �■���■■����.� Drill IN III IN IMI .■. .■I 11■ .. ��I MI■��■ INa I EM -IDS Of 11-mm a 0 ■I III ■ _ �� .. 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T W I N I D_0898GA_06 TWIN FALLS,ID — — MATERIAL DESCRIPTION QTY ACTUAL � I 7 , 5 i INSIDE I 7 . 5 0.*to ADLOCK INSIDE NASD 16.0 0 21 S 0 L50 �m o T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com v REVISIONS O w DATE DESCRIPTION INITIAL O04/14/23 INITIAL SUBMISSION AM a i� 3 0 UI SCALE �I o SIZE B SHEET: NTS I t1�rr�r ;IIE D46411114 SIZE D SHEET: NTS 00 o A 10 I H O ( I ' I ( Q 001NP 4 E r SHEET D06 OF D16 rt �wt.• •wl.tnr• er rw III 1 f tl t 1-11 nttl► MU► I o f I 3i. �rr6~ w�'.o�COt�c��•�i�itsn FILE NAME:TDS_TWINID_0898GA_Ob CHARLES 104 - 12"X1 1 " PEDESTAL ® �°mxm"-- Diq Une,Inc. 811 or 800.342.15% 12 . 00 TWINID 0898GA 06 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( ( 1 I 22 , 00 I 38. 08 1 I LJ ' I 10 , 00 — TILSON co On a Mission N T: (207)591-6427 F: (207)772-3427 InfoOtHsontech.com v Z ' o REVISIONS I w DATE DESCRIPTION INITIAL O 04/14/23 INITIAL SUBMISSION AM I 21 . 37 SCALE 150 v SCALE �I o � _ SIZE B SHEET: NTS 0 I sitE oa.a+c p [ SIZE D SHEET: NTS co co , w B 104HC I I - I 1000�Ir SHEET D07OFD16 � Z � � ril�ide�~i�..�.K�MM1Ka�l�lti teil�i� Kl[ t1S IAM011-IIOOOM 3 FILE NAME:TDS_TWINID_0898GA_06 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. r -,- Hu,, •.? 1585 TWINID 0898GA 06 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m LX13END Ile VAX"000 m pm In __ m sm, : Old r,MAW ___ _-_ .i Fir.On 1.7 � :VAS rDZX SM 'SAWftrl�&� (WE 49TY- F nM FA4s VEWSICN5 SECT M 30A Ix ',MAWM TAPE T4 K Ir MO t '0*V PW_ ' C {n ik rTPAN F MM WK Al C"M OF FM{ FOR KSS M WIDTH WAY BE KAPP N" VATH VUTI M PEIUMS54tt a i TILSON M ya��y,�� On a Mission \ :I-- � T: (207)591-6427 F: (207)772-3427 pm I - _ InPoOttlaontech.com wt p jawgu,'"� - REVISIONS ISHFASIE REPAIR MM 13AW lIM SMTM-3U ;30, DATE DESCRIPTION INITIAL W- ON iW W WTM �Wy 57CM AM 04/14/23 INITIAL SUBMISSION AM t3) 3 iu 0 (� vl SCALE '0I SIZE B SHEET NTS 0"" ST � P� S SIZE D SHEET: NTS 0 Tm KAM 00 _ SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_06 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 9 9 9 9 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898GA 06 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL A SPHALT 7 10 10 PAVEMENT GRAVEL EXISTING B 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 05 6 2 12 11 6 EXISTING OVERLAY EXISTING PAVEMENT FABRIC 1�:7(DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATER D PTH- MINUS UISHOTHERWISEED GS ECIIFIIED.ATE BASE (MIN.) UNLESS TYPE "P" 10 0 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. 0 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OOVERLAP APPLIES 4" WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MINIMUM DISTANCES. M IS BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH 0 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH Q 0 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. C 0 k ^o CONCRETE PANEL 7 N OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH M 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND o SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. N T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOttlsontech.com v Z 1© PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS O PATCH. 0 DATE DESCRIPTION INITIAL w O 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 04/14/23 INITIAL SUBMISSION Ann PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AWOO TO K WCOXILAFt PATH. CRI SCM SAWWTM• ($W O'GF iu T1YW fkd-% RE SH)NS SECUM 307J. 0 UI _ SCALE 'oI �I CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS Co TWIN OF NO- SURFACE REPAIR DETAILS N� TTFISD- 303 SHEDSHEET: NTS SHEET D09 OF D16 0 Z FILE NAME:TDS TWINID 0898GA 06 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. 1985 I wJr TWINID 0898GA 06 TWIN FALLS,ID - - p tiny a �• 9 � �- V- • .� 1 MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 sacs 0 — 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: TYpr 3 Q C a CPA'& Accm Now WAY VARY , i% : P-MS ION 1LOCAIM @j P*&AK 2R awwo Ott Kl NOAD rms LEGEND © . we v11DN wA EX T P .�E r •c p gATiRAI opawo T I L 5 0 N Q T"MUST •T LEASTM" MN T MIDT?1.12, 11MLL.S vt11twom Spear= PLNC[ e•vK CI 3/4. 11MPtPi G 'pl�>v A�cJtEW11L N O 90RA0. E1104S SHALL HAVE A W&AN COIVPACTED TO 95X DAY DDegri On a Mission CD N[OOYv'OKlom Ta eA(X SLOPE Of OS Qrm TOPSm MIN PASAW ORASS VAT;N EOSIP4 T- (207)591-6427 F- (207)772-3427 eaNRo. 3" gXAU Of A W40AN t-t _ tnfoOtIsontech.com .AGX SLCFE vIPTN 4 1 BApr SLOP[ O ON7 Op�Rv e• vrrv9 PMft u1•vR COrACM TO 9?11 z occolpt4mr, rK MOW Lot Of fK 0 oPTC1P sn„u K wrv.Ai or s• oar. REVISIONS p UE EO+Fsi A"WCAT[ GASE C*APSE Q ftAM 3- CF )/e• ROQW0 aAAX TC 000DA&G1E DRAVWX PMING Oil 171 DATE DESCRIPTION INITIAL QtAO)" DN*'"YS RE O[D IM © POOPOSm PIPE lrE 04/14/23 INITIAL SUBMISSION AM K"PRNrED tDOCTN AID TYPE � O PLACt r OF 0- NWVS PfTVM ptA'+d CgrPACTTp TO P?S � 011T 001?tr 3 N aANo STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PtJKX Ks ROAD N0i' SD-304 SCALE o 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_06 TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. TWINID 0898GA 06 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL . . J%— &o IgIF I a - �. .� r _Y JO � sus arm CLE —, q. --- NOTES TILSON On a Mission CD ENIMP L7 UN °- _ _- _ __ vvm}m• T- (207)591-6427 F- (207)772-3427 11 MIL YPE �F� VfQW 0 GRUT , tnPoOtIsontech.com WrAtl iR ALT;IN;A iSTRJU41M LNL 1E ill -- Z r - 'wkdW 4MS1N 2+'I�h� i Qt i�idR dAl[J1Sf 1 0 7ER C `LO• C* ACt �— TRA►EL REVISIONS * - , DATE DESCRIPTION INITIAL O � 04/14/23 INITIAL SUBMISSION AM vmuTr P"4m 4 1 SWAN FMT w Lm WAY 6Eu ITIE 7 E M OR CIY I�Mr_ �1'C± _ o REFAi USNO fRGUT_ F POMOM AFtE OREATER THAM 7Y yp@[ YMM�f MAW AN A if w wprr8� Aw A 3 T MIW FUM USE COMPACTED PEA �� EELM A a — 30' Fil HORMI IAL SFFARA7M FROM D7CPM OTY P1�lIt Ya CAP_ kAl=91HO 1REt 7PPIOa14G MY TW CITY 0 vl " � SCALE oI M , 4 - Q-R SIZE B SHEET: NTS No , SIZE D SHEET: NTS oo a T, D" SHEET D11 OF DI Co TRENCH 0 z 3 FILE NAME:TDS_TWINID_o898GA_06 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. • T W I N I D_0898GA_06 / v TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 24• �D SKID DETAIL LEGEND N T>c O yap CUT To nT 20 CANNQ POPE O3 •'.a' Ctom CM F.tAMOCO SIM% Q cOWvIcIAuT FNPVi A= CAW-, W9, ATOMS (C•►W Mc CO APPRI 9L9STTR:110N 13' CAAN IM F4F[ Z SPACLWS PVt STn CAM W FVL 3 9ACRS I'R SACK) 4 StAC01N SIM CAINC 31I W% *ALL "CKM[Si MR dA CIP 1' CNEAID TNAlb CAfII WE KU O 011TSM II !dl 2 4 © Y i1 COW STAftXSS SR& SToJRVIC. 4' QC. Wn A Mk CI TWO SV WS IKTOM "t r011IR 45' AP LLA1t SIOAC9 ICLID MTN SAAO, GMOUT; 31W CRALFI OR "V2 MAMMAL AS AMWM B1' 1E [MOhtR 7 {;) NOTES: • um a mma �A v A wcTmw pwo mMl nc "sloo uom .I . L S O q "s DUAL is mcp<=. Sti61MT a?117P P aRANI IUt AP"OVAL BY TIC C%GV4W§ " M .. _ co TO CONSA.1CllOr 0 SECTION AAA OF� �T A 1POTTEM 015CUSSKN OF iK IIIL1tOD T. 207 591-6427 F: 207 772-3427 MovO PV9 U000tT, ACN9%tMCNT, 0 infoOtilsontech.com SEC I v 1NE LP4E ANO CRACC AMMANCF OF CAANisJP z h T= Pit FWATATA K APO F%,M OF Akft MIt SPMX REVISIONS O Kn� a C&04 Pic A%V CANn POL ALL 0 Ia Tlt AIPROYAA SP TIK Orc11IEDI 0"00 10 DATE DESCRIPTION INITIAL OMTV THE FtyE 04/14/23 INITIAL SUBMISSION AM a 3 � JViS 0I IOAHO STANDARDS BORING AND JACKING SUNDARD DRANING SCALE �I FOR PUBLIC WOWS �- SIZE B SHEET: NTS CONSTRUCT" DETAILS SD-307 SIZE D SHEET: NTS 00 Co SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_06 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1O1M ag Line,Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_06 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. LSON SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. m 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 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. v Z OE O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION NITIAL O BASED ON LOCAL POLICY, SEE SECTION 700. 04/14/23 INITIAL SUBMISSION Ann © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET o BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE Vi APPROVED BY THE CITY ENGINEER. SCALE o SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS Co (D, TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130FD16 0 z 3 FILE NAME:TDS_TWINID_0898GA_06 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. 51 ' **r WIWI TWINID 0898GA 06 TWIN FALLS,ID 'StEE ' 7 MATERIAL DESCRIPTION QTY ACTUAL FT lvArr rn ewA" up"fl4.aC" WMAM LA)" b7a]lM 1190{M f ml Mr fl.%vb 3 t5 27 SG � 24 3t kd 44 (70) 1*4 (t"] Wrp 12MO] TOTOL Ia5 "& iA jd �- kMkNAR� 91401r�Y`VQNW CAM F r � R um L!t:.dLY -DJ @1 ` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa ITE 8Am gmF*iiI iwma vr., TM LwjA Pmw 1I11n,rwff�w;IIwl(SEE GTY OF rmW FAUS LW%R liAMPQR ArON KA141 ' I �- TILSON On a Mission CD ,m� V� .._ �-w�,.m� .._. _� '' WPI _ T- (207)591-6427 F. (207)772-3427 OF '!5af1S-AM 1Y fi XW �, tnfoOtIsontech.com Z REVISIONS C _ j aaai�_tatt_ _o f; CM mi w ,l DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM O vI MMMM REQUOM'MH AFFROMMS llAS1 TUF_ SCALE 01 SIZE B SHEET: NTS Q , TAI•OARD' OA K SIZE D SHEET: NTS Y�� IL AL oI > � °� �- TF� D-• SHEET D14 OF D16 z 3 FILE NAME:TDS_TWINID_o898GA_06 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. ' TWINID 0898GA 06 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 Q TILSON ,.- . _. On a Mission rig �-�d: CD T.- (207)591-6427 F- (207)772-3427 NOTE t tnfoOtIsontech.com 1 REVISIONS ,yam, "' AM. DATE DESCRIPTION INITIAL �moms- Nw mm—,wr IV,m-Km"a wK 17 m 04/14/23 INITIAL SUBMISSION AM It 910*4 9u ;� IT E7 BY, f REf VERWJL U JUM �GYIFM S FD UN! S �I SCALE 0I - - - SIZE B SHEET: NTS TYPAL pAE SIZE D SHEET: NTS 0 OF o ' PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_06 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. FM FIRE ACCESS ROAD SEE TFS0- TWINID 0898GA 06 TWIN FALLS,ID 7 MATERIAL DESCRIPTION QTY ACTUAL f' J pun 0"w" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-sue TO RAPO E ,X AND ML 0 UT ll . 01 37Rer C=iIXlRACd W A�I %TKV OM 15 TAT GM OA_GE_Sm ORCMt lk. :I[IR AflLLED C4:qi, aL 4P1L E_ Q TILSON 5 1111111mt firth riUX>Nnu wm,v"rrvr i«d1i Ogr,mt7pN on a Mission CD Lm46dIyy LJL ER TkKy,krw (wp{;I T: (207)5 -6427 - (207)772-3427 nP PLANT 4 M P064EMENT 2Z 2.5 7.9 a BAM 2O L I 6.0 REVISIONS 0 � 90HOAM 16.11111 (7.0] IS.S (I&S) IJLO (=a] DATE DESCRIPTION INITIAL O 04/14/23 INITIAL SUBMISSION AM T4T+w. I" DO mo o P911fru C c'8l+rt owgwrp av 3 f WM ndmATE A-Akr vLt RuwmmP A Bra o tv.2a ALTDMWK n*!;)ww plow a i4Umi W-peEFi ir V -NF I.MPR m 4 Lm. 0 vI SCALE o SIZE B SHEET: NTS <1 GUY WM OF �T SIZE D SHEET: NTS co III— E—S TF D— SHEET D16 OF D16 I 0 z 3 FILE NAME:TDS_TWINID_0898GA_06