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Home My WebLink AboutTWINID_0898GA_04_REV2 DFN NAME : TWINID 0898GA 04 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID - 1 If � ^i'iaf � -_.� '� ' i •` ' — 5 1 I Flu 't — 1 " ' .2 •�, _.� u�• � �� --1S —�--_•-7-•-1��Y'•�•' —_ _n,•� �'_ 111 �- -� [ �I�M�: i r . k_ 4 TDS • DWIM Dig Line,Inc. c view D �� '. / r • y� r • � r NorYhvo F)r TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 'S .l NO eq - _ sir «� No-roe C rc c4 y c _ Al tai,D • _ Czswell Ave CaswJ da / ie- �*.�Ir G_iI Av`•3 I iartTILSON `Ave_ L 7 A. I fib 1 �{�_,+ •� o 4L j r■,� � —' • �'S � ^ All 1X—ela n.t On a Mission .P �� Qf / �.•� y y 40 lam J" re-mm PERMIT ■ JURISDICTION '®- m NEW UNDERGROUND EXISTING UNDERGROUND SHEET A02 OF • FILE NAME:TDS 0898GA ,. ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_04 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . COI-C20 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 I" PEDESTAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 02/17/23 INITIAL SUBMISSION WDD . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 08/11/23 REV NV E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 09/28/23 REV AM . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� E08 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898GA 04 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 04 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONYWENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) FELIX VIRTO REGIONAL DIRECTOR OF ENGINEERING 786-566-9915 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 Nate Smith Network Specialist-Node Power 920-397-7733 TWIN FALLS CANAL COMPANY JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 InPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD Brian Thomason Manager-Network Engineering 785-477-8582 08/11/23 REV NV 09/28/23 REV 2 AM Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TDS TWINID 0898GA 04 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 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 02/17/23 TWINID 0898GA 04 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. SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - ADDED CANAL LATERALS 38A & 41 08/1 1/23 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. REROUTE TO AVOID CANALS 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 REV 2 - LATERAL L-41 UPDATED 09/28/23 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 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 o2/t7/23 INITIAL SUBMISSION WDD 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 08/11/23 REV t NV THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH 09/28/23 REV 2 AM 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 3008.800'S STANDARD DETAILS. 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 HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TDS TWINID 0898GA 04 SYMBOLS KEY ® DMunM., EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT U/e U/e DB(2)1" DIRECTIONAL BORE (2)1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—— —— —— DB(3)1" DIRECTIONAL BORE (3)1" EXISTING UNDERGROUND OIL —CIL CIL DIRECTIONAL BORE CONDUIT —DB —DB— DB(1)1.25" DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT D13(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898GA 04 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE IF DROP FIBER DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID —DB— EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER -J EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER —W W CENTERLINE —CA —C/L EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK s/w s/w ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) PROPERTY LINE —— — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L- — F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m I I GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL ITS) 0 38G TERMINAL B8G B8G WATER MANHOLE(WMH) O C12 TERMINAL 0 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER ® T I L S O N On a Mission STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CATCH BASIN(CB) ® EXISTING GAS LINE , REVISIONS CULVERT(CUL) >—< EXISTING POWER LINE , DATE DESCRIPTION INITIAL GAS MANHOLE GMH © ' 08/11/23 INITIAL SUBMISSIONI SIGN WIDE) ( ) EXISTING STORM DRAIN LINE oanln3 REV 1 NV 09/28/23 REV 2 AM GAS VALVE(GV) ®® EXISTING SEWER LINE , --- GAS METER(GM) 451 EXISTING WATER LINE UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE SIZE B SHEET: NITS UNKNOWN HANDHOLE(UHH) 0 TREE frn ta SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898GA 04 NOTES: BIGLINEO 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. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ 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 IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS GreerlvVoDd Dr ELECTRIC METER Q ELECTRIC VAULT (D ELECTRIC MANHOLE m ELECTRIC CABINET lee LIGHT POLE 0 TRANSFORMER I O SEWER MANHOLE © GAS MANHOLE - ® SEWER VALVE ® GAS VALVE I 3 ❑n TRAFFIC SIGNAL GAS METER • © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ®r ® CATCH BASIN , CULVERT a • W LUral — N 0 Is Ave e M"•y,IFn a cli cPPl Snwn W x a W " i� I U — W Q PREPARED FOR: EXISTING 400 AXS TIER 8 HH AT L:719' 042.57766734,-1 14.46452501 DB(1)1.25" IF PLANNED STRUCTURE ETILSON (SEE DFN:TWINID_0898GA_O1) IS NOT YET INSTALLED, CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#7000-028 I T:(207(591-6427 F:(207)772-3427 GR/GB:Y/ISO:N info@tilsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 09/28/23 REV 2 AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C01 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE PERMIT#TWINID_0898GA_04_CC DATED 09/28/23 PLAN-A&PROFILE-A FOR CANAL CROSSING DETAILS -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 n IRRIGATION LINE IL ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT • ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER • - � O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE \ _ W ❑n TRAFFIC SIGNAL GAS METER M I © COMM MANHOLE ® WATER VALVE \ \ © COMM HA HYDRANT � ® COMM PEDESTAL Q WATER METER \M/� yr •- p DRAINAGE MANHOLE UTILITY POLE O ® CATCH BASIN CULVERT \ .`. 90 r O M/a — — M/a CO �,, � U M/a R/W R/W - 4 Soh, R ,. W w w W Lu - - W � ,ry - a ci. ci nn 0 w w --� _ ~ w ~ x U DB DB CQ R /w Q j G R/W R/w A 7+19 PLACE NEW PREPARED FOR: 14"OJX24"AXS 400 TIER 8 HH AT 042.57770091,-114.46719292 ACCESS POINT ID:#7000-029 !y \ GR/GB:N/ISO:N \ \ \ ETILSON \ ?� T:(207(591-6427 F:(207)772-3427 \ info@filsonfech.com :0 REVISIONS • DATE I DESCRIPTION INITIAL \ \ 02/17/23 INITIAL SUBMISSION WDD 08/1 1/23 REV 1 NV 09/28/23 REV 2 AM i 630 ---- ---- AL �\ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD CO2 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ 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 n IRRIGATION LINE - IL ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE f ❑n TRAFFIC SIGNAL G GAS METER © COMM MANHOLE ® WATER VALVE - — © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT O =�. M/8 — — M/a — — p .,lupt nMdd J ti„rumr... W W W Lu Lu Lu 2 =^ uim ' e M"•y,IFn V/ W a c, cpps n`n x U R/W R/W R/W R/W I R/W U . a f - R/W � C Q I � R/ Q L:396' PREPARED FOR: REV 2- I MOVED HH 7.5'UTILITY EASEMENT O SOUTH TWIN FALLS COUNTY DOC#:709648 526 CONDUIT ETILSON CHANGED TO I T:(207(591-6427 F:(207)772-3427 1.00" info@filsonfech.com A 11+15 PLACE NEW ol 59�- 14"OX24"AXS 400 LT DUTY HH AT I REVISIONS 042.57744736,-114.46831046 I DATE I DESCRIPTION INITIAL ACCESS POINT ID:7000-030 3 02/17/231 INITIAL SUBMISSION WDD GR/GB:N/ISO:N w � � L:142' 08/11/231 REV 1 NV DB(1)1.00" /231 REV 2 AM 874 SCALE _ SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD CO3 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE PERMIT#TWINID_0898GA_04_CC DATED 09/28/23 PLAN-B&PROFILE-B FOR CANAL CROSSING DETAILS -R/W- RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO3 W WATER MAIN 11 SEWER _ SD STORM DRAIN 3/f1 -E POWER LINE n IRRIGATION LINE 3/n IL ELECTRIC HANDHOLE IRRIGATION ACCESS 3/n ii ELECTRIC METER Q ELECTRIC VAULT LATERAL 41 ® ELECTRIC MANHOLE m ELECTRIC CABINET 867 B 2+62 PLACE NEW I LIGHT POLE 0 TRANSFORMER 5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.57723296,-114.46953621 N GAS MANHOLE OS SEWER MANHOLE © DOC#:709648 _ ACCESS POINT ID:7000-033.1 J ® SEWER VALVE ® GAS VALVE GR/GB:N/ISO:N REV 2- 7.5'UTILITY EASEMENT \ REMOVED TWIN FALLS COUNTY O ❑T5 TRAFFIC SIGNAL � GAS METER FF CONDUIT DOC#:709648 L:262' © COMM MANHOLE ® WATER VALVE DB(1)1.25"/DB(1)1.00" REV 2- 11 © COMM HANDHOLE HYDRANT SHIFTED LATERAL 41 ® COMM PEDESTAL WATER METER REV 2- 7.5'UTILITY EASEMENT REMOVED HH RENUMBEREDI� QD DRAINAGE MANHOLE �)UTILITYPOLE REV 2- HH A 12+57 PLACE NEW TWIN FALLS COUNTY UTILITY EASEMENT ADDED 14"OX24"AXS 400 LT DUTY HH AT DOC#:709648 - ® CATCH BASIN ��CULVERT TWIN FALLS COUNTY CONDUIT 042.57705664,-114.46831350— r 858 DOC#:709648 ACCESS POINT ID:7000-031; 85 5'UTILITY EASEMENT I 3 857 855 5'UTILITY EASEMENT v GR/GB:Y/ISO:N TWIN FALLS COUNTY 856 5' TWIN FALLS COUNTY 852 DOC#:709648 4 DOC#:70 648 �i 1 a 0 U/E E 8a _ 4' /E JTh L:133' A 15+21 5, rd° DB(1)1.25" 6' wLATERAL 41 . w A 16+53 PLACE NEW A 15+15 — A 14+65 -M 14"OX24"AXS 400 TIER 8 HH AT w m 042.57687164,-114.46952997 A 14+74 REV 2- Ln ACCESS POINT ID:#7000-032 CONDUIT REROUTED GR/GB:Y/ISO:N SOUTH OF TYLER a 1 e REV 2 RENUMBERED U HH Q 1 PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 09/28/23 REV 2 AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C04 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C20 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE + 3 � ELECTRIC HAND E] IRRIGATION ACCESS LATERAL 38B B 1+32 ELECTRIC METER Q ELECTRIC VAULT (D ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER WATER TANK I O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE * TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE I © COMM HANDHOLE HYDRANT 3 ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE C-Q)UTILITY POLE ® CATCH BASIN CULVERT r 4 00 - - w aa REV I LLI ADDED LATERAL 38B A 17+85/B 0+00 PLACE NEW I L J — LLI REMOVED CONDUIT 14"S2SX24"AXS 400 LT DUTY HH T A LLJ 0 042.57687573,—1 14.47002295 D r ACCESS POINT ID:7000 033 GR/GB:Y/ISO:N O O T 3 tiII,I.yMrn n... a L:511' n. alp q h'b e DB(1)1.25" = a A U I I U w„.. Q I 1--- 1 3 I PREPARED FOR: 82 ETILSON T:(207(591-6427 F:(207)772-3427 `< info@filsonfech.CoM REVISIONS DATE I DESCRIPTION INITIAL 430 I 02/17/23 INITIAL SUBMISSION WDD 442 440 08/11/23 REV 1 NV 09/28/23 REV 2 AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C05 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C05 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE —U/E L:234' LATERAL IRRIGATION LINE 38B ELECTRIC HANDHOLE E] IRRIGATION ACCESS DB(1)1.00" -U/E ELECTRIC METER Q ELECTRIC VAULT ® m ELECTRIC MANHOLE ELECTRIC CABINET A 25+80 PLACE NEW LIGHT POLE 0 TRANSFORMER U/E 14"OJX24"AXS 400 LT DUTY HH AT 042.5761 1 160,-1 14.47125917 � OS SEWER MANHOLE © GAS MANHOLE 1 I ® SEWER VALVE ® GAS VALVE L:181' ACCESS POINT ID:7000-036 A 27+61 PLACE NEW 110'UTILITY EASEMENT DB(1)1.00" GR/GB:Y/ISO:NI I ] TRAFFIC SIGNAL GAS METER 4"(dX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY c I I i COMM MANHOLE ® WATER VALVE 421 042.57612334,-1 14.47193017 DOC#:676656 m ACCESS POINTID:7000-037� ] COMM HANDHOLE � HYDRANT GR/GB:N/ISO:N 31Fit I ® COMMPEDESTAL `l WATER METER N5'UTILITY EASEMENT 30'UTILITY EASEMENT A 22+97 PLACE NEW O DRAINAGE MANHOLE 0 UTILITY POLE REV 1- TWIN )LT DUTY HH FALLS COUNTY TWIN FALLS COUNTY 042..5 58 4134114477 54953 AT ® �� DOC#:676656 DOC#:676656 457 L•19H' CATCH BASIN CULVERT ADDED LATERAL 38B I 3/n DB(1)1.00" DB 1 1 00" ACCESS POINT ID:7000-034 3 `A 24+gg ( ) GR/GB:N/ISO:N i A21+56 R Ti O - A 23+82 PLACE NEW - 14"OJX24"AXS 400 LT DUTY HH AT i.up."�,.,m,.,,, 1 042.57585610,-114.47086603 ACCESS POINT ID:7000-035 GR/GB:N/ISO:N W R/W 10'UTILITY EASEMENT - U TWIN FALLS COUNTY w - DOC#:676656 �z „�� 5'UTILITY EASEMENT (f� 1 TWIN FALLS COUNTY 5'UTILITY EASEMENT - DOC#:676656 O TWIN FALLS COUNTY 3 } B L DOC#:676656 10'UTILITY EASEMENT r TWIN FALLS COUNTY 3/ 3/n U 5'UTILITY EASEMENT ..."e,. L E 0+74 PLACE NEW TWIN FALLS COUNTY 1 773 w r 14"OX24"AXS 400 LT DUTY HH AT DOC#:676656 � 1 * j Q 042.57544631,-114.47189798 10'UTILITY EASEMENT- / • P rF 1+60 I n 7 ACCESS POINT ID:7000-038-8.1 L:74', TWIN FALLS COUNTY GR/GB:Y/ISO:N DB(1)1.25" DOC#:676656 L:500' 1 c 7.5 UTILITY EASEMENT Q PREPARED FOR: c I m TWIN FALLS COUNTY 3/f1 R/W DOC#:676656 F 3+28 \ OPTITAP:15/85 w m 7.5'UTILITY EASEMENT U 1/1;� 5'UTILITY EASEMENT 5'UTILITY EASEMENT T I L S O N TWIN FALLS COUNTY \ \ TWIN FALLS COUNTY 494 TWIN FALLS COUNTY DOC#676656 h DOC#:676656 DOC#:676656 L.413 I T:(207(591-6427 F:(207)772-3427 E 0+00 PLACE NEW DB(1)1.25" info@filsonfech.com 14"OX24"AXS 400 LT DUTY HH AT 042.57541069,-114.47162691 I F 4+13 PLACE NEW I REVISIONS \ ACCESS POINT ID:7000-038-8 F 0+97 14"OX24"AXS 400 LT DUTY HH AT 3 \ DATE I DESCRIPTION INITIAL GR/GB:N/ISO:N L:100' 042.57522499,-114.47067970 02/17/23 INITIAL SUBMISSION WDD :40/60 ACCESS POINT ID:7000-038-9 PLACE NEW 10'UTILITY EASEMENT OPTITAP GR/GB:Y/ISO:N 08/11/231 REV 1 NV 14"OJX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY /231 REV 2 AM 042.57519122,-1 14.47166046 DOC#:676656 c ---- ---- ---- ACCESS POINT ID:7000-038-7 GR/GB:N/ISO:N OPTITAP:15/85 m SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C06 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE PERMIT#TWINID_0898GA_04_CC DATED 09/28/23 PLAN-C&PROFILE-C FOR CANAL CROSSING DETAILS -R/W- RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C08 W WATER MAIN 11 SEWER 15'UTILITY EASEMENT TWIN —So 'TOR DRAIN REV 1 - —E POWER LINE ADDED LATERAL 38B FALLS COUNTY DOC#:676656 IRRIGATION LINE IL ELECTRIC HANDHOLE IRRIGATION ACCESS _ L:249; ELECTRIC METER Q ELECTRIC VAULT 355 M 6+24 PLACE NEW DB(1)1.00" ® ELECTRIC MANHOLE m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT �• LIGHT POLE 0 TRANSFORMER 042.57601608,-1 14.47391423 A 29+95 PLACE NEW ACCESS POINT ID:7000-047-17.1 14"OX24"AXS 400 LT DUTY HH AT O SEWER MANHOLE © GAS MANHOLE GR/GB:Y/ISO:N 042.57612604,-1 14.47279812 ® SEWER VALVE ® GAS VALVE -iF L ACCESS POINT 0:7000-038 TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N 10'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE L:100' TWIN FALLS COUNTY © COMM HANDHOLE HYDRANT DOC#:676656 ® COMM PEDESTAL WATER METER l 7.5'UTILITY EASEMENT 3 QD DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY K PLACE NEW ® CATCH BASIN CULVERT DOC#:728952 14"OX24"AXS 400 LT DUTY HH AT 042.57587444,-114.47280005 OPTITAP:10/90 356 I ACCESS POINT ID:7000-038-1 x, GR/GB:N/ISO:N LATERAL 38B 50 7.5'UTILITY EASEMENT w to N 0+00 PLACE NEW TWIN FALLS COUNTY — O C.vp..,-IJ I.- U 1 14"OX24"AXS 400 LT DUTY HH AT DOC#:728952 M 4+44 PLACE NEW I 042.57565079,-1 14.47485059 L:150' 14"OX24 U "AXS 400 LT DUTY HH AT .,. . ACCESS POINT ID:7000-047-19 042,57560471,-114,473110215 DB(1)1.25" $ GR/GB:Y/ISO:N ACCESS POINT ID:7000-047-17 3 w GR/GB:N/ISO:N _ C( w �J J OPTITAP:TERMINATING L:200' L:200' _ I `°' = U/E 413 m = LO - M 3+60 _ 5'UTILITY EASEMENT O * .yM• OPTITAP:30/70 TWIN FALLS COUNTY DB(1)1.25" DOC#:676656 PLACE NEW U OPTITAP:30/70 7.5'UTILITY EASEMENT = r 14"OX24"AXS 4 LT DUTY AT M 4+74 Y U a 7.5'UTILITY EASEMENT 042.57564745,-114.47446205 TWIN FALLS COUNT L:30' DOC#:728952 10'UTILITY EASEMENT ACCESS POINT ID:7000-047-18 OPTITAP:10/90 Q TWIN FALLS COUNTY TWIN 72g 50UNTY GR/GB:N/ISO:N DB(1)1.25" n C DOC#:713001 c PLACE NEW C�C G _ I m 14"OX24"AXS 400 LT DUTY HH AT G . 042.57552813,-114.47280226 ACCESS POINT ID:7000-038-2 PREPARED FOR: �\ \ GR/GB:N/ISO:N ' y / nn/a L206 ` I ETILSON / W T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 10'UTILITY EASEMENT REVISIONS PLACE NEW TWIN FALLS COUNTY DATE DESCRIPTION INITIAL �_ 14"OX24"AXS 400 LT DUTY HH AT DOC#:728952 042.57515746,-114.47280621 02/17/23 INITIAL SUBMISSION WDD �., 08/11/231 REV 1 NV i ACCESS POINT ID:7000-038-3 R/W 09/28/231 REV 2 AM /W � GR/GB:N/ISO:N _2 c ---- ---- ---- A� R/w\ SCALE �i RAW OPTITAP: 10/90 SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C07 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C09 W WATER MAIN 11 SEWER - STORM DRAIN E POWER LINE 10'UTILITY EASEMENT 863 n IRRIGATION LINE I IL ELECTRIC HANDHOLE IRRIGATION ACCESS TWIN FALLS COUNTY 864 DOC#:728952 - ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET s } LIGHT POLE 0 TRANSFORMER 7.5'UTILITY EASEMENT O SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY A 45+52 SEWER VALVE GAS VALVE DOC#:728952 Q TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE 15'UTILITY EASEMENT © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY ® COMM PEDESTAL `l91' WATER METER DOC#:014011 O DRAINAGE MANHOLE C-0)UTILITY POLE MONROE WAY 855 ® CATCH BASIN CULVERT M r A 32+44 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57680334,-1 14.47284553 ACCESS POINT ID:7000-039 A 45+95 PLACE NEW — GR/GB:N/ISO:N 14"OJX24"AXS 400 LT DUTY HH AT .i 0 042.57697973,-1 14.47445563 T--I N* ACCESS POINT ID:7000-044 U GR/GB:N/ISO:N 340 w 10'UTILITY EASEMENT iJ w w TWIN FALLS COUNTY w 324 DOC#:728952 I L:276' U A 48+70 PLACE NEW 831 y 14"OJX24"AXS 400 LT DUTY HH AT # 042.57649273,-1 14.47482163 n Q ACCESS POINT ID:7000-045 GR/GB:N/ISO:N PREPARED FOR: y M A 47+73 UTILITY EASEMENT TWIN 825 ETILF O N TWIN FALLS COUNTY DOC#:728952 —` 15'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 i 10'UTILITY EASEMENT TWIN FALLS COUNTY info@filsonfech.com TWIN FALLS COUNTY DOC#:014011 REVISIONS DOC#:728952 DATE DESCRIPTION INITIAL �— 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 09/28/23 REV 2 AM A 30+31 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C08 OF C20 2 NOTES: BIGLINEO 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. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY SEE PERMIT#TWINID 0898GA 04 CC DATED 09/28/23 PLAN-E,PLAN-F&PROFILE-E,PROFILE-F FOR CANAL CROSSING DETAILS UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET • LIGHT POLE 0 TRANSFORMER • REV 1 - QS SEWER MANHOLE © GAS MANHOLE ADDED LATERAL 41 ® SEWER VALVE ® GAS VALVE — _ — REDESIGN • A 36+82/C 0+00 /U 0+00 PLACE NEW ❑TS TRAFFIC SIGNAL �G GAS METER 14'OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE L:641. 042.57800473,-1 14.47281038 © COMM HANDHOLE HYDRANT DB-1)1.25" ACCESS POINT ID:7000-041 ® /1 GR/GB:N/ISO:N COMM PEDESTAL `lrJ' WATER METER M/ DB( OD DRAINAGE MANHOLE )UTILITY POLE A 41+14�_ M/Z1 ® CATCH BASIN CULVERT DB �. DB DB(2)1.25" .i W I W O w W w W U ,,...... '" L:177' L:68' DB(1)1.25" DB(1)1.25" - S4h1 W - _ _ w ----W w Lu W7 1 Lu O 5'UTILITY U/ R/W REV 1- w EASEMENT C 3+27 PLACE NEW I A 36+00/C 0+82 ADDED LAT L 1 TWIN FALLS 14"OX24"AXS 400 LT DUTY HH AT C 1+50 PLACE NEW 1 ERA 4 I � REDESIGN 10'UTILITY EASEMENT COUNTY 042.57779598,-114.47371970 c 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7000-041.1 LATERAL 41 15'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:019844 m 042.57778215,-114.47306120 •"•e,. � � U I GR/GB:N/ISO:N ACCESS POINT ID:7000-041.2 TWIN FALLS COUNTY U DOC#:728952 I r 1 GR/GB:N/ISO:N DOC#:019844 C< A 43+72/G 0+00 PLACE NEW ( � � � I 378 I Q� A � G 14"OX24"AXS 400 LT DUTY HH AT , x 042.57745754,-1 14.47461560 0 ACCESS POINT ID:7000-043 I 5'UTILITY EASEMENT W PREPARED FOR: REV 1 - TWIN FALLS COUNTY c 15'UTILITY EASEMENT GR/GB:Y/ISO:N � 15'UTILITY \ ADDED LATERAL 41 DOC#:019844 m TWIN FALLS COUNTY 340 EASEMENT \ REDESIGN I TWIN FALLS DOC 4:014011 COUNTY I4 L16 DB(1)1.2 1 ETILSON 5" 65'UTILITY EASEMENT TWIN FALLS COUNTY T:(207(591-6427 F:(207)772-3427 — \ � DOC#:019844 A 34+39 PLACE NEW 0 info@tllsontech.com 7.5'UTILITY EASEMENT L;qg m 3/ 14'OX24"AXS 400 LT DUTY HH AT REVISIONS TWIN FALLS COUNTY DB(1)1.25" -A 43+24/A 45+61 042CCESS POI T ID:700 060 DATE DESCRIPTION INITIAL DOC#:728952 DB(1)1.00" I ACCESS POINTB:Y/ISO:N 02/17/23 INITIAL SUBMISSION WDD GR/GB:Y/ISO:N 08/11/23 REV 1 NV 10'UTILITY EASEMENT L:175' 09/28/23 REV 2 AM_ TWIN FALLS COUNTY i DB(1)1.00" *w SCALE DOC#:728952 39 I - 863 SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C09 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 14 —W WATER MAIN 11 SEWER SD STORM DRAIN 861 —E POWER LINE IRRIGATION LINE 260 L:90' E] ELECTRIC HANDHOLE IRRIGATION ACCESS JL DB(1)1.00" 3 ELECTRIC METER Q ELECTRIC VAULT ® m ELECTRIC CABINET W ELECTRIC MANHOLE 15'UTILITY EASEMENT J 1+69 PLACE NEW LIGHT POLE 0 TRANSFORMER TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:005646 042.57706324,-1 14.47613381 OS SEWER MANHOLE GAS MANHOLE© I ACCESS N/IS O: l ID:7000-047-3 ® SEWER VALVE ® GAS VALVE 15'UTILITY EASEMENT 251 TWIN FALLS COUNTY J 1+27 PLACE NEW ❑7S TRAFFIC SIGNAL GAS METER DOC#:894434 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.57694897,-114.47613601 I © COMM HANDHOLE HYDRANT ACCESS POINT ID:7000-047-2 GR/GB:N/ISO:N L:42' COMM PEDESTAL Q WATER METER DB(1)1" 10'UTILITY EASEMENT O DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY ® CATCH BASIN CULVERT DOC#:728952 209 24 J 0+68 PLACE NEW .. " 14"OX24"AXS 400 LT DUTY H H AT r-I 042.57678540,-1 14.47613841 Q� 00 �{ ACCESS POINT ID:7000-047-1 0 U A 55+27 PLACE NEW GR/GB:N/ISO:N I • 4 U 14"OX24"AXS 400 TIER 8 HH AT +� 042.57665617,-114.47704035 245 L:47' H 1+58 PLACE NEW Th dJ �4h ACCESS POINT ID:#7000-048 I DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT „ =03 w GR/GB:N/ISO:N 042.57669047,-1 14.47547627 w L:16T ACCESS POINT ID:7000-046.1 Lu DB(1)1.25" L:244 GR/GB:Y/ISO:N 328 I = Nm DB(1)1.25" A 52+84 Ln 7.5'UTILITY EASEMENT TWIN FALLS COUNTY L:34' QQ O —r-- DOC#:728952 DB(1)1.25" O d m,,,„v=.•�' DB 41 a g U E U A DB(1)1.25"/DB(1)1" ___ 3/_ — — 7.5'UTILITY EASEMENT U ."M i u TWIN FALLS COUNTY r A SO+g4 DOC#:728952 a j — _ A 52+63 PLACE NEW I " A 14"OX24"AXS 400 LT DUTY HH AT w 3 L:124' , r DB(2)1.25" 3/n 042.57660014,-1 14.47614068 IL ACCESS POINT ID:7000-047 I PREPARED F:46�� GR/GB:Y/ISO:N l m 1 81 � 3 n 820 � A 50+47 A 49+60 PLACE NEW 0TILSON L: 7.5'UTILITY EASEMENT J 82 14"9JX24"AXS 400 LT DUTY HH AT 200' 042.57649411,-114.47515490 TWIN FALLS COUNTY T:I207l 591-6427 F:(zoz)nz-sav DOC#:666071 PLACE NEW ACCESS POINT ID:7000-046 info@tllsontech.com 14"OX24"AXS 400 LT DUTY HH AT , GR/GB:Y/ISO:N REVISIONS OPTITAP:TERMINATING— 042.57630228,-114.47710212 M UTILITY EASEMENT DATE DESCRIPTION INITIAL �s I TWIN FALLS COUNTY ACCESS POINT ID:7000 049-10 K 0+00 PLACE NEW GR/GB:N/ISO:N DOC#:728952 I 02/17/23 INITIAL SUBMISSION WDD 14"OJX24"AXS 400 LT DUTY HH AT 08/11/23 REV 1 NV 042.57622513,-114.47614488 812 ACCESS POINT ID:7000-047-8 L:117' I 09/28/23 REV 2 AM GR/GB:Y/ISO:N DB(1)1.00" ---- ---- SCALE = OPTITAP:10/90 SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C10 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE _ MATCH TO SHEET #C 15 -W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE 1 — E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT Vn P 1+35 PLACE NEW ® ELECTRIC MANHOLE m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT 042.57704629,-1 14.47764916 LIGHT POLE TRANSFORMER ACCESS POINTID:7000-049.1 OS SEWER MANHOLE © GAS MANHOLE 20'UTILITY EASEMENT 7 GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE w TWIN FALLS COUNTY TRAFFIC SIGNAL GAS METER L:223' DOC#:1998010084 DB(1)1.25" © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT - ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT C \ m 15'UTILITY EASEMENT 15'UTILITY EASEMENT \ TWIN FALLS COUNTY I 201 TWIN FALLS COUNTY 840 DOC#:1998010084 T\�1 DOC#:1998010084 ` A 56+95 PLACE NEW �L:135' O A 62+39 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT I DB(1)1.00" T--I I luw".""u 14"OX24"AXS 400 LT DUTY HH AT A 59+43 PLACE NEW 042.57668985,-1 14.47967237 14'OX24'AXS 400 LT DUTY HH AT 042 ACCESS PO T ID:7 00-049 U ACCESS POINT ID:7000-049 ACCESS POINT ID:7000-051 042.57668188,-114.47857304 Lo 15'UTILITY EASEMENT GR/GB:Y/ISO:N rd°P GR/GB:Y/ISO:N ACCESS POINT ID:7000-050 TWIN FALLS COUNTY GR/GB:Y/ISO:N DOC#:1998010084 A 57+95 L:100' LI - DB(2)1.25' _I L:148' L:300' w 3 DB(1)1.25" -is cii cie M".✓.I"n ..w A 62+60 g L:296' M y 1 15'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:844167 15'UTILITY TWI EASEMENT L N FALLS COUNTY r e A a L:113' 7.5'UTILITY EASEMENT DOC#:844167 Q R j DBOW25" TWIN FALLS COUNTY DOC#:844167 A 63+52 PLACE NEW — L:203' PREPARED FOR: 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" L:140' 3 042.57639741,-114.47972967 40 I DB(1)1.25" ACCESS POINT ID:#7000-052 S 2+03 PLACE NEW GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT 042.57620475,-1 14.47871861 ACCESS POINT ID:#7000-050.1 - T I L S O N GR/GB:N/ISO:N 184 10'UTILITY EASEMENT T I It TWIN FALLS COUNTY S 2+47 PLACE NEW + Q 2+40 PLACE NEW T:(207(591-6427 F:(207)772-3427 3 L:198' DOC#:844167 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT info@tllsontech.com DB(1)1.25" 50 I 042.57629632,-114.47802900 c REVISIONS 042.57620567,-114.47888294 \ ACCESS POINT ID:#7000-050.2 ACCESS POINT ID:7000-049-1 GR/GB:Y/ISO:N GR/GB:Y/ISO:N _ DATE DESCRIPTION INITIAL 02/17/231 INITIAL SUBMISSION I WDD L.44 L:18 7.5'UTILITY EASEMENT OPTITAP:10/90 L.16 DB(1)1'25 DB(1)1 TWIN FALLS COUNTY 08/11/23 REV 1 NV 09/28/23 REV 2 AM L-U/E DB(1)1" _ DOC 4:666071 - L:100' ---- ---- ---- ;; SCALE y� SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C1 1 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 11 -W WATER MAIN 11 SEWER SD STORM DRAIN 805 \ -E POWER LINE •�� _ K IRRIGATION LINE _ E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ----9!9� ® ELECTRIC MANHOLE m ELECTRIC CABINET �- 3/n pf(/21 R/W LIGHT POLE 0 TRANSFORMER GAS MANHOLE O U E $ SEWER MANHOLE G w / "/E, OPTITAP:10/90 PLACE NEW ` O O 14"OX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® GAS VALVE 3 c 042.57607464,-1 14.47803460 TRAFFIC SIGNAL GAS METER \ \ ACCESS POINT ID:7000-049-2 ^ 3 I m GR/GB:N/ISO:N DC COMM MANHOLE ® WATER VALVE 7 4 \ I COMM HANDHOLE HYDRANT L:200 ® COMM PEDESTAL `§N WATER METER 79 3 OD DRAINAGE MANHOLE 0 UTILITY POLE I - ® CATCH BASIN CULVERT A 65+50 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT \ 042.57585368,-114.47971284 A 77+33 PLACE NEW ACCESS POINT ID:7000-053 14"OJX24"AXS 400 LT DUTY HH AT 7.5'UTILITY EASEMENT \ � GR/GB:N/ISO:N I 042.57583144,-114.47859434 1 TWIN FALLS COUNTY ACCESS POINT ID:7000-059 I DOC#:666071 GR/GB:Y/ISO:N zI j E I I U gyp, „�,u,.,,,,,,�,,, O m Li I juug 779 „ +°r ti 5'UTILITY EASEMENT w 3 c c m N � TWIN FALLS COUNTY 3 i Q DOC#:725015 w Nm 3 I I PLACE NEW L:159' L:159' 14"OJX24"AXS 400 LT DUTY HH AT DB(1)1.25" DB(1)1.25" OPTITAP:10/90 042.57564011,-114.47804260 ACCESS POINT ID:7000-049-3 GR/GB:N/ISO:N O a 3 x 4 5'UTILITY EASEMENT 3 �...... TWIN FALLS COUNTY 77 � DOC#:725015 L:100' ."M.. Q p PLACE NEW I G A A 67+09 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT = _ 14"OX24"AXS 400 LT DUTY HH Al F 042.57541236,-114.47804360 ©, PREPARED FOR: c I A 75+74 PLA CE NEW 042.57541755,-114.47972062 \I{ � ACCESS POINT ID:7000-049-4 ACCESS POINT ID:7000-054 14"(dX24"AXS 400 LT DUTY HH AT I, I 042.57539497,-1 14.47860023 GR/GB:N/ISO:N GR/GB:N/ISO:N 31 c \ I ACCESS POINT ID:7000-058 OPTITAP:10/90• m I m � GR/GB:N/ISO:N I 755 I ETILSON 3 3 I — T:(207(591-6427 F:(207)772-3427 \ I I info@filsonfech.com REVISIONS L'165 o L:200'- DATE DESCRIPTION INITIAL DB(1)1.25" " I - 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 09/98/23 REV 2 AM SCALE loorr SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C12 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 12 -W WATER MAIN SEWER SD STORM DRAIN - -E POWER LINE IRRIGATION LINE n ELECTRIC HANDHOLE 3 C C IL IRRIGATION ACCESS A 68+74 PLACE NEW 3 L:161'_� 75 14"OX24"AXS 400 LT DUTY HH AT 53 DB(1)1.25" to "� ELECTRIC METER Q ELECTRIC VAULT 042.57496448,-1 14.47972772 749 ELECTRIC MANHOLE m ELECTRIC CABINET ACCESS POINT ID:7000-055 LIGHT POLE 0 TRANSFORMER GR/GB:N/ISO:N A 74+13 PLACE NEW OPTITAP:10/90 7.5'UTILITY EASEMENT R 0+00 PLACE NEW OS SEWER MANHOLE © GAS MANHOLE 14"90X2.5 AXS 24,-1 DUTY 60 AT TWIN FALLS COUNTY SEWER VALVE GAS VALVE 042.57495324,-1 14.47860618 1 14"St�X24"AXS 400 LT DUTY HH AT r ACCESS POINT ID:7000-057 DOC#:666071 042.57498051,-114.47804972 TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N ACCESS POINT ID:7000-049-5 I GR/GB:Y/ISO:N - © COMM MANHOLE ® WATER VALVE 5 I © COMM HANDHOLE HYDRANT 5'UTILITY EASEMENT L:500' ® COMM PEDESTAL l91 WATER METER TWIN FALLS COUNTY OD DOC#:725015 " • DRAINAGE MANHOLE �)UTILITY POLE i' O I I LJ 1 ® CATCH BASIN CULVERT m � L:149' c: DB(1)1.25" L:439' 5'UTILITY EASEMENT 3 A 73+34 i 3 DG DB(1)1.25" = TWIN FALLS COUNTY I • \ —+ DOC#:725015 I R 1+00 L:390' / zDB(1)1.25" _ rl uro• ..,�,.,,,,�,,, A 70+23 PLACE NEW I 14"OX24"AXS 400 LT DUTY HH AT 738 - - _ fie"' 042.57455651,-114.47970167 S�ti I ACCESS POINT ID:7000-056 • co= GR/GB:Y/ISO:N / Lu • • Lu A 71+81 W = R R/W R/W / R W i a A m 15'UTILITY EASEMENT U b M•*• 3 TWIN FALLS COUNTY \ 194 Q DOC#:725015 168 172 5'UTILITY EASEMENT 158 TWIN FALLS COUNTY 180 DOC#:725015 PREPARED FOR: _ R fW / ETILSON T:(207(591-6427 F:(207)772-3427 all, info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD /b 08/11/231 REV 1 NV 09/28/23 1 REV 2 AM SCALE �- SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C13 OF C20 2 NOTES: BIGLINEO 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. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY SEE PERMIT#TWINID_0898GA_04_CC DATED 09/28/23 PLAN-G&PROFILE-G FOR CANAL CROSSING DETAILS UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER LATERAL 41 O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE REVI- ADDED LATERAL 41 Q TRAFFIC SIGNAL GAS METER REDESIGN © COMM MANHOLE ® WATER VALVE MIN M/a M/21 © COMM HANDHOLE 1� HYDRANT • , / MIN ® COMM PEDESTAL Q WATER METER M/ O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT — r" W U) L:192' W N - - W W W W T-4 DB(1)1.25" W U _ W T 11+2o — U gyp, *k a W *k � L _ r MIN W W „�+a r - w MIN * R/W Lu LV I Lu �s — 3/n T 11+33 O 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT LATERAL 41 O 3 "" 042.57784122,-1 14.47701889 g TWIN FALLS COUNTY ACCESS POINT ID:7000-051-2.1 DOC#:005646 •�� GR/GB:N/ISO:N � / REV 1 - U J 3+49 PLACE NEW I ADDED LATERAL 41 REMOVED CONDUIT 14"OX24"AXS 400 LT DUTY HH AT I 318 Q 042.57755769,-1 14.47612725 Q j C I ACCESS POINT ID:7000-047-4.1 G GR/GB:N/ISO:N G 1+39 PLACE NEW a U/E 14"OX24"AXS 400 LT DUTY HH AT �» 042.57746423,-114.47513021 PREPARED FOR: 218 I ACCESS POINT ID:7000-043.1 3/fl GR/GB:Y/ISO:N 10'UTILITY EASEMENT 75 cr I TWIN FALLS COUNTY DOC#:728952 J 2+59 PLACE NEW ETILSON 246 14"OX24"AXS 400 LT DUTY HH AT w L:90' U/E T:(207(591-6427 F:(207)772-3427 042.57731105,-114.47613047 DB(1)1,00^ ACCESS POINT ID:7000-047-4 nfo@}ilsoniech.com GR/GB:N/ISO:N 7.5'UTILITY EASEMENT REVISIONS 15'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY DATE DESCRIPTION INITIAL DOC#:894434 I DOC#:728952 02/17/231 INITIAL SUBMISSION WDD L:139' 08/11/231 REV 1 NV DB(1)1.00" ASEMENT 09/28/23 REV 2 AM 15'UTILITY E ____ r, TWIN FALLS COUNTY DOC#:005646 I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WDD C14 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ 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 IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER 111� O$ SEWER MANHOLE © GAS MANHOLE nn/a SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL �G GAS METER COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE Q/)UTILITY POLE ® CATCH BASIN >—\CULVERT w _ w1I�._, w w + �f w W w w w „ W yy w T 9+62 Ti / T 4+29 rp L J M,. .. DB T 3+95 3/n I_I_I 3/D U/E � zI — ie M".✓.IFn tnw" 718' O L:� DB(1)1.25" T 9+41 PLACE NEW 14"OX24"AXS 400 LT DUTY H H AT } Z 042.57781441,-1 14.47763983 = 15'UTILITY EASEMENT ACCESS POINT ID:7000-051-2 r 1 Q TWIN FALLS COUNTY 20'UTILITY EASEMENT GR/GB:Y/ISO:N A DOC#:1998010084 TWIN FALLS COUNTY U 1 3 c DOC#:1998010084 15'UTILITY EASEMENT m TWIN FALLS COUNTY REV 1- DOC#:1998010084 ADDED CONDUIT it I PREPARED FOR: 20 j 30'UTILITY EASEMENT " o TWIN FALLS COUNTY DOC#:1998010084 ETILSON T:(207(591-6427 F:(207)772-3427 25'UTILITY EASEMENT info@filsonfech.com I T 2+35 TWIN FALLS COUNTY DOC#:1998010084 REVISIONS T 2+23 F,HCE NEW w DATE I DESCRIPTION INITIAL 14"�dX24"AXS 400 LT DUTY HH AT 02/17/23 INITIAL SUBMISSION WDD rn 042.57729364,-114.47966960 08/11/23 REV 1 NV ACCESS POINT ID:7000-051.1 09/28/23 REV 2 AM GR/GB:Y/ISO:N SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C15 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 10 -W WATER MAIN 11 SEWER c SD STORM DRAIN -E POWER LINE m 3 IRRIGATION L E] ELECTRIC HANDHOLE LINE IRRIGATION ACCESS 808 ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET UTILITY EASEMENT LIGHT POLE 0 TRANSFORMER TWIN FALLS COUNTY L:300' 793 O SEWER MANHOLE © GAS MANHOLE DOC#:666071 ® SEWER VALVE ® GAS VALVE 7.5'UTILITY EASEMENT — - TWIN FALLS COUNTY L:200' K 1+17 PLACE NEW Q TRAFFIC SIGNAL GAS METER DOC#:666071 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY 042.57590357,-114.47614816 PLACE NEW © COMM HANDHOLE � HYDRANT 14"OX24"AXS 400 LT DUTY HH AT DOC#:666071 ACCESS POINT ID:7000-047-9 042.57586343,-1 14.47710815 GR/GB:N/ISO:N ® COMM PEDESTAL lip WATER METER ACCESS POINTID:7000-049-9 O DRAINAGE MANHOLE C UTILITY POLE GR/GB:N/ISO:N ® CATCH BASIN CULVERT OPTITAP:30/70 ' c £ 30 89 N 0+75 PLACE NEW 326 ^, 14"OX24"AXS 400 LT DUTY HH AT, DB(1)1.00" 042.57565316,-114.47512893 0 U 7.5'UTILITY EASEMENT ACCESS POINT ID:7000-047-19.1 U L: 100' OPTITAP:10/90 TWIN FALLS COUNTY GR/GB:Y/ISO:N "• ^� 790 3 P DOC#:728952 78 K 2+00 PLACE NEW " dd S4ti 14"OX24"AXS 400 LT DUTY HH AT Lij 042.57567555,-114.47615013 LU w ACCESS POINT ID:7000-047-10 3 _ w GR/GB:Y/ISO:N U/E _ N'm OPTITAP:15/85� I PLACE NEW U/E Q °""•^ t•1W' O 14"OX24"AXS 400 LT DUTY HH AT — d L _ 042.57564402,-1 14.4771 1 108 O m L x r ACCESS POINT ID:7000-049-8 r j ISO:N 10'UTILITY EASEMENT 772 TWIN FALLS COUNTY yy m DOC#:713001 \ N Mxmhrr A Q L:200' I Q \ 297 _ PREPARED FOR: 3 PLACE NEW , 764 14"OX24"AXS 400 LT DUTY HH AT OPTITAP:10/90 I M/a T I L F 0 N 042.57520522,-114.47711738 10'UTILITY EASEMENT /J TWIN FALLS COUNTY PLACE NEW T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:7000-049-7 GR/GB:N DOC#:666071 14"OX24"AXS 400 LT DUTY HH AT info@tllsontech.com \ /ISO:N 042.57534643,-1 14.47615143 REVISIONS ACCESS POINT ID:7000-047-11 DATE DESCRIPTION INITIAL c GR/GB:N/ISO:N 02/17/23_ DID OPTITAP:15/85 m L:200' r 08/11/23 INITIALREVMISSION W1V • 09/28/23 REV 2 AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C-L SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C16 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE w WATER MAIN SEWER SD STORM DRAIN 10'UTILITY EASEMENT -E POWER LINE L. 1 00 IRRIGATION LINE 109116111 LS COUNTY E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS 750 DOC#:666071 10'UTILITY EASEMENT ELECTRIC METER Q ELECTRIC VAULT TWIN FALLS COUNTY ELECTRIC MANHOLE m ELECTRIC CABINET r, R 4+39 PLACE NEW 19 O124"I 4 AM 00 LT DUTY HH AT DOC#:713001 OPTITAP:10/90 042.57498582,-114.47712101 LIGHT POLE 0 TRANSFORMER L:2OO' O$ SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:7000-049-b OPTITAP:10/90 L:300' L 0+82 GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE 2 CABLES � � � PLACE NEW ❑n TRAFFIC SIGNAL � GAS METER r 14"�X24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.57490821,-114.47615598 L1+Ol © COMM HANDHOLE HYDRANT ACCESS POINT ID:7000-047-12 L 0+00 PLACE NEW L:158' ^ ]1 6 ® COMM PEDESTAL WATER METER GR/GB:N/ISO:N 14"(dX24"AXS 400 LT DUTY HH AT DB(1)1.25" m OPTITAP:10/90 042.57495637,-1 14.47551800 OD DRAINAGE MANHOLE l L�UTILITY POLE ACCESS POINT ID:7000-047-13 ® CATCH BASIN CULVERT GR/GB:Y/ISO:N I I 00 x As gy �.10'UTILITY EASEMENT 81 V ' TWIN FALLS COUNTY � 1 DOC#:713001 I L 1+58 PLACE NEW 3 R 3+51 14"OX24"AXS 400 LT DUTY HH AT (Y) M�b M/a�� ACCESS POINT ID:000 047-?4 Ti GR/GB:Y/ISO:N U 1 U p, „�,�,.,,,,, , 4 d' Lu W �s = w = N,� � � _— —- - - — I � a cii cie M".✓.IFn In 1w tnw. 198 Q 210 214 Q PREPARED FOR: ETILSON ' - y T:(207(591-6427 F:(207)772-3427 info@filsonfech.com • REVISIONS �► • _ DATE I DESCRIPTION INITIAL 02/17/231 INITIAL SUBMISSION WDD 08/11/231 REV 1 NV 09/28/231 REV 2 AM ,• rT` SCALE SIZE B SHEET:1"=50' • SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C17 OF C20 2 NOTES: BIGLINEO 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. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB..�DB.� FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE PERMIT#TWINID_0898GA_04_CC DATED 09/28/23 PLAN-D&PROFILE-D FOR CANAL CROSSING DETAILS -R/W- RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 —W WATER MAIN 11 SEWER \ 48 SD STORM DRAIN O —E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS 342 / ELECTRIC METER Q ELECTRIC VAULT / / ® ELECTRIC MANHOLE m ELECTRIC CABINET 7.5'UTILITY EASEMENT L:200' \ 03 LIGHT POLE 0 TRANSFORMER M 0+00 PLACE NEW TWIN FALLS COUNTY DOC#:728952 = _ OS SEWER MANHOLE © GAS MANHOLE � 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT - T UTILITY EASEMENT — ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY 042.57489894,-1 14.47418889 TRAFFIC SIGNAL GAS METER r D 0+00/V 0+00 PLACE NEW T DOC#:676656 WIN FALLS COUNTY DOC#:713001 ACCESS POINT ID:7000-047-16 DB(1)4 125, Q\� 14"OX24"AXS 400 LT DUTY HH AT ❑n GR/GB:Y/ISO:N 042.57486458,-114.47280080 L:1S8' © COMM MANHOLE ® WATER VALVE OPTITAP:15/85 ACCESS POINT ID:7000-038-4 DB(1)1.00" © COMM HANDHOLE HYDRANT GR/GB:Y/ISO:N ® COMM PEDESTAL Q WATER METER OPTITAP:15/85 L:200' O DRAINAGE MANHOLE C-0)UTILITY POLE OPTITAP:10/5 M 0+73 U/ [[D CATCH BASIN CULVERT L:100' PLACE NEW L:500' 14"OX24"AXS 400 LT DUTY HH AT L:161' 042.57490420,-114.47463650 737 / D 1+61 PLACE NEW DB(1)1.00" LATERAL 38B _ ACCESS POINT ID:7000-047-15 - 14"OX24"AXS 400 LT DUTY HH AT 734 GR/GB:N/ISO:N 042.57487762,-114.47339921 ACCESS POINT ID:7000-038-4.1 Ql �--� GR/GB:Y/ISO:N 10'UTILITY EASEMENT U TWIN FALLS COUNTY U SEMENT 3 DOC#:676656 � 10'UTILITY EA � J , TWIN FALLS COUNTY '. da q4h DOC#:713001 • r w � , REVI- w �s 7 ADDED LATERAL 38B CHANGED TO DB Icle M iin In 1r O O �n,unyM.3 � a R R/W r.Me..l Q / R/W —� R/ Q 4 1 p PREPARED FOR: • ETILSON \ T:(207(591-6427 F:(207)772-3427 �- info@filsonfech.com �.. I REVISIONS DATE I DESCRIPTION INITIAL _ I 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 09/28/231 REV 2 AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C18 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C06 W WATER MAIN 11 SEWER I SD STORM DRAIN (/ = C 755 -E WER LINE IRRIGATION CATION LINE /F 404 10'UTILITY EASEMENT �' E] ELECTRIC HANDHOLE IRRIGATION ACCESS TWIN FALLS COUNTY 756 w ELECTRIC METER Q ELECTRIC VAULT \ DOC#:676656 \ ® ELECTRIC MANHOLE m ELECTRIC CABINET m 7.5'UTILITY EASEMENT m TWIN FALLS COUNTY I LIGHT POLE 0 TRANSFORMER L:200' w DOC#:676656 \ O$ SEWER MANHOLE © GAS MANHOLE 7.5'UTILITY EASEMENT ® SEWER VALVE ® GAS VALVE NT V 1+58 PLAC TWIN FALLS COUNTY I l 3 ❑n TRAFFIC SIGNAL GAS METER 7.5'UTILITY EASEME E NEW TWIN FALLS COUNTY 149DX24 AXS 400 LT DUTY HH AT DOC#:676656 © COMM MANHOLE ® WATER VALVE DOC#:676656 042.57486457,-1 14.47221278 © COMM HANDHOLE HYDRANT f� ACCESS POINT ID:7000-038-5 L:2OO' ® COMM PEDESTAL WATER METER GR/GB:N/ISO:N - - O PLACE NEW DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT 14"f7X24"AXS 400 LT DUTY HH AT I _ D ACCESS POINT ID:000 038042.57481323, 450 OPTITAP: 10/90 200' GR/GB:N/ISO:N y OPTITAP:10/90 \ 2 CABLES „ OPTITAP: PLACE NEW TERMINATING m 14"f7X24"AXS 400 LT DUTY HH AT T' 042.57486147,-1 14.47161532 T-4 — ACCESS POINT ID:7000-038-6 10'UTILITY EASEMENT U 419 3 GR/GB:N/ISO:N IN FALLS COUNTY 5'UTILITY EASEMENT m DOC#:676656 TWIN FALLS COUNTY 49 ,�°P w DOC#:676656 495 3 S`ti REV 1- 5'UTILITY EASEMENT 457 5'UTILITY EASEMENT 3 - LJJ CHANGED TO DB TWIN FALLS COUNTY lj4 III "I w DOC#:676656 TWIN FALLS COUNTY DOC#:676656 N m t x MGP M/N .► M/8 1 PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS �. DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 3 08/11/23 REV 1 NV 09/28/23 REV 2 AM SCALE A. SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C19 OF C20 2 NOTES: BIGLINEO 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. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_04 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ 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 IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT • ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER O SEWER MANHOLE © GAS MANHOLE REV 1- ® SEWER VALVE ® GAS VALVE ADDED LATERAL 41 &38B ADDED CONDUIT Q TRAFFIC SIGNAL LATERAL 38B GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE iJ 4+ CATCH BASIN CULVERT M/8 M/21 - M/b M/ - MAN Q1 M UW_ - \ U gyp, „�,u,.,,,,, , W Lu ie M".✓,IY r O - R/-ii R/W LATERAL 41 U � - REV 2-� Q S U 5+01 PLACE NEW SHIFTED LATERAL 41:E < "P 14"OJX24"AXS 400 LT DUTY HH AT ( j 042.57775450,-1 14.47125600 ACCESS POINT ID:7000-041-1 E59 PREPARED FOR: GR/GB:N/ISO:N I I � I 3 � ETILSON REV 1 - T:(207(591-6427 F:(207)772-3427 ADDED LATERAL 38B info@tllsontech.com 3 REMOVED CONDUIT REVISIONS EMT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD A 08/11/23 REV 1 NV :E 09/28/23 REV 2 AM ---- ---- ---- 450 WATER TANK SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WDD C20 OF C20 2 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 04 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.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I rI I I—II 12"MIN.BELOW PROPOSED AXS =I I la I I—I I r-I I la I—I I�I I I—I I—I I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMIIM.1II IElIMlIIL REFER TO TFSD-306 it _ _ _ Ij1--.. I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I11-1I 1111=_l1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I1�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE 'I�I IIITI I I I, 1II I- 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 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III—1�1 1�I—1I�1 I—I I I= 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. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N II1=111�II=1 I�n I=III-1 1�_ v -2 -2 REFER O I�—III—III—II-1I1�1I—II�I11 on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- 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—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I1�I I—I I1=I I I—I I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—II II III I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fI-11I1-1-1I1-1 02/17/23 INITIAL SUBMISSION WDD II—III—IIh ALIGNMENT STATION(FT) 25 4"BORE HEAD. 08/11/23 REV NV —111 CONDUIT AS SPECIFIED 09/28/23 REV 2 AM (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF --- To VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. FILE NAME:TDS TWINID 0898GA 04 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S T W I N I D_0898GA_04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ++ +++ ++ ♦ + +♦4 F♦+ 080.00 DETAIL A SCALE 1 : 1 - ILS0N T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IM DoArI1NG AND IM COP1rRMff DRAWN:A DU TOit Dramrq t to 1HEREOF IS THE PQOPPaM of MAA AMID M4A-AXS-400R-ASS Y-T DS REVISIONS MAY!JOT BE COPIM WHOLLY CQ 94 DATE DESCRIPTION INITIAL PAJiT,A1.10 THE Cotv-erls-"MeoF MAY CHECKED: oramrg Trey 02/17/23 INITIAL SUBMISSION WDD ItOT BE MCL4CY.W TO ANY TM?p M4A-AX3-400R,-ASSYTDS 08/11/23 REV 1 NV PARTIES 1MTHOVI VVRrr N COf7S&IT. DATE: 1 4/10/2020 09/28/23 REV 2 AM MAJwoLEsaAFR�.► SCALE(A3): 1:6 - - - 2015J360106J07 &ERrtE FACTORY PREIIAIISES.t<EUELSERG SCALE ROAD(It590j.KLM VE4 1871 SIZE B SHEET: NTS PO SOX 672 KUPWVE 1571 it AMVAAL.GAUT@1G 4^ SIZE D SHEET: NTS S. +27 1 403 7023 OUR PRODUCTS BUILD MFTVVORKS SHEET D02OFD16 MAR w4ofdvrulo-com FILE NAME:TDS TWINID 0898GA 04 AXS 400 H H DETAIL DIGl1M_. Dig Line,Inc. 811 or 800-342-158S TOP VIEW T W I N I D_0898GA_04 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW m � 0 - LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION AAA infoOtilsontech.com -M ORA1 ;f ols A1.4 7M COIPYRCvPC DRAWN: A Du To-if Dro"""v 110_ r+EVEpF a TIE PPOPPE Y OF LUG A?C M40k_AXS_400R_ASSY REVISIONS 0 405.38 µAY 40T K COPIM W"OILY QQ IN DATE DESCRIPTION INITIAL PART.AW THE CaftT!lIT3 KftEOrµA1 CHECKED: Opmeaft : 02/17/23 INITIAL SUBMISSION WDD P#OT bE Da CLQSED TO ANY 7KRI W&A08/11/23 REV 1 NV PARTIES NRTHOW WWWTTE14 COt4EI4T. )(5�0�-A�Y 09/28/23 REV 2 AM DATE: 17/08/2020 ____ ---- ____ lIAAF"O A SCALE(A3): 1 :6 W l SfW 10A107 evah"E FACTOR,Pea Am.MBOQDERG SCALE ROAD la=:.[UPRNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAI GAU e-C- SIZE D SHEET: NTS T>i+27 11 9-m 7= SHEET D03 OF D16 MAIL w4odweAa cc so FILE NAME:TDS TWINID 0898GA 04 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898GA 04 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f I 20.79 19.69 2079. T I L S O N DYVEP6101I5N04Cf5 On a Mission T- (207)591-6427 F- (207)772-3427 -M DQAyrgNM THE COPMGW DrawiV gyp- InfoOttl9ontech.com R.99 � DRAWN: A Du Tod Tt,8?E0F 1S TFE Irl OF M4A N 40 M4A-AXS-500R-ASSY MAY t+o-BE NMOLLYOR a ��y REVISIONS PAQT•At JO THE CCW @'�$THMeOF WY CHECKED: �I�zft: DATE DESCRIPTION INITIAL t10'6E 0SC105W TO ANY TMrRC ISIXIR AXS CHAMBER REVWI 1 02/17/23 INITIAL SUBMISSION WDD PAR'TES Wn OUT V05715J CaQ91 T. 08/11/23 REV 1 NV DATE: 12/08/2020 09/28/23 REV 2 AM +%4J*fC s4AMCA SCALE(A3): 1:7 - -_ A SECTION A-A 2015/360106/07 -R2.20 EV BUT FACTORY PR&v%15.M DELbMG 21.89 ROAD(R550).KUPRIVER 1871 SCALE POOOX 672 KUMVER 1871 SIZE B SHEET: NTS MIDVAA-GAJ-94G J -EL--y 71 903 7023 r OUR PRODUCTS BUILD NETWORKS SIZE D SHEET: NTS MokJL niodni-&3 2a SHEET D04 OF D 16 FILE NAME:TDS TWINID 0898GA 04 AXS 900 HH DETAIL ® DIG"" : Dig Line,Inc. 811 or 800-342-1585 0993 �6t0 0898 0558 •� r, M SECTION Q—Q TWINID 0898GA 04 00 TWIN FALLS,ID B , E - �� KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL ►` l ^ '��\~� DEEP MEDIUM DUTY ICT ACCESS POINT. JL -• '�"` - 1 MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS. FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAINING NO. 0070-CIV-002-ASS ^ c I ALL OTHER DIMENSIONS AND MATERIAL Y - i SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND .^.D PART FILES. CAD FILE REFERENCE C057-CIV-002-ASS. ° • I c CONFORMS TO THE HED:UM DUTY (MD) REOUIREN=NT OF 4C kN ACCORDING TO SANS 1852 7003 LiA O O O N %I 1n ♦ CD -- --- I M L 80 1ao � 0971 �' - 09 _ f 35 SLACK • BRACKETS 41 OSO DRAINAGE T I L S O N O KNOCKOUT I _ On a Mission F: (207)772-3427 InPoOttlaont h.com DOME = ' \ CLOSURE REVISIONS BRACKETS • DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD OAD 08/11/23 REV 1 NV 1 09/28/23 REV 2 AM / • O DRau+vrt K H sc}xrnT 900 R MD J/ civItworks growl_ CHECKED:RE ESS 5 DEEP J 900 MM DIA x 900 MM DEEP, --FOR ID TAG DATE 2018-oa12 MEDIUM DUTY ICT ACCESS SCALE Po BOX 672.KLPM&R.IM SCALE. PORIT SIZE B SHEET: NTS — E'vVt TE POES FACTORY PREM= 5m.►+aoE mmRcAD•xuPw AFRICA.,M SIZE D SHEET: NTS SECTION B-B TES 0�"11 M3'M o f ae•"wn�""r1D�co;�«.a eAAAL�. .*awma �earauew*oww>A+ewre�aw+awa•r*�mrrs SHEET D05 OF D16 *5 m YYEB�7TE: CNili0lti CQ�- FILE NAME:TDS TWINID 0898GA 04 CHARLES 101 - 811XT PEDESTAL : DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 7 . 5 INSIDE I e • • INSIDE '•• �-PADLOCK .• HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 09/28/23 REV 2 AM SCALE SIZE B SHEET: NTS .. Imf �� i� SIZE GRbsING N4. ISS. SIZE DSHEET: NTS �"O�'�'�'� A I Q I H I I - I I Q Q OWP tEv. SHEET D06 OF D16 / Ff0 FI tI HIE TNIS I, TIE CPIE✓IT'OF E0 IN A,"mEI Ef LTD. .A4DTA SIPLI•C1 DE SCILE .I87 101 N011-I I00011P SHEET I 0{ IEE.�)y(ED. COEIE9 M jbFO IN A,r u,ulE.IETII-E�TEL TO TNFIE I•fE•ST'S FILE NAME:TDS TWINID 0898GA 04 CHARLES 104 - 12"X1 1 " PEDESTAL : DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898GA 04 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I I I . 25 — + INSIDE -- - t HASP '�- - --� I I I I 22 , Oa I I 38 . 08 I I I 10 . 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtlsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 21 3 SCALE . 15 0 09/28/23 REV 2 AM I SCALE DRAWING he NO. SIZE B SHEET: NTSSIZE D I s E ET: NTS 10 4 H 0 i i - i i 0 0 0�V P RE SHEET SHED07 OF D16 TNIS 11 TIE rr IM Cf COKE$ I-pimlis LTD .io sOLL &eT DI GDD"LE wt IIEDO DOICEO. COr110 00 uUD le m,K-110 DITDI-EYTAL TOINEIr I-TMJTS Ki1C 125 10IHOl I-I1'- SHEET FILE NAME:TDS TWINID 0898GA 04 TFSD-301 TYPICAL TRENCH .-- DIG- ". Dig Line, Inc. 2 14 T W I N I D_0898GA_04 3 r-ID- TWIN FALLS,ID FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 0 p ° 0 e SUBGRADE OR Jp o NATURAL GROUND 1 1 \O�0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° i o° PROPER SHORING 0 /T\� \ OR LESS THAN 5' Dp j/�\ L E G E N D °0 ,O° %\ 6 O1 CUT BACK, 12" MINIMUM. 12 p O /� O2 SURFACE REPAIR WIDTH, 6' MINIMUM. O ,O p 0 \ \ O3 EXISTING SURFACE. F C ° w w o \\ Op 13 x EXISTING BASE. V) O O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w a �\ o O 75 00°\ 7 © TRENCH BACKFILL PER SECTION-306. oi Op°0 00° 0_0 vo° 0 O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww � a°>°° 16 6" MIN. \� a L4 \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH // STABILITY (PER SECTION-304). ZE d \ SIDE O ° \�\ j a UNDISTURBED SOIL (TYP). jV `, NOTE B � 11 NEW PAVEMENT AND BASE. \\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10 OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 77 REVISIONS SECTION 307). 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 17 ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON 0 TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFILL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 02/11/23 wmAt sioN w DD REV 1 V 08/11/23 REV 1 NV 09/28/23 REV 2 AM 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TDS TWINID 0898GA 04 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. 9 13 9 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 T W I N I D_0898GA_04 0 TWIN FALLS,ID EXISTING ASPHALT EXISTING 7 10 MATERIAL DESCRIPTION QTY ACTUAL 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 11 6 5 EXISTING 0— OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" O I EXI STIN G PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE (MIN.) UNLESS A GRAT R DEP HS OTH OTHERWISE SPECIFIED. TYPE "P" 10 O2 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. O3 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 O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDHS ARE O MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 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 RI ON EACH SIDE TO EXPOSE EXISTING FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF B. INSTALL NEW ASPHALT TO GRADE FABRIC. CONCRETE PAVEMENT. C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O9 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 02/17/23 INITIAL SUBMISSION woo PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 08/11/23 REV t NV 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR 09n8/23 REV 2 Ann WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS OF NO. TFSD- 3 0 3 SIZE D SHEET: NTS TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TDS TWINID 0898GA 04 SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc'811 or 800-342-1585 W/2 W/2 3- TWINID 0898GA 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. O YY12 W/2 3' TYPE 2 N.T.S. 0 IY W/2 W/2 I 's;- -0..R Ck 0-- 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND O IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3- OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 02/17/23 INITIAL SUBMISSION WDD APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 08/11/23 REV I NV DRY DENSITY, 09/28/23 REV 2 AM 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING r FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898GA 04 TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898GA 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 a d O Gd 8 4 EXISTING CITY UTILITY LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF OA USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 08/11/23 REV 1 NV 09/28/23 REV 2 AM REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TDS TWINID 0898GA 04 SD-307 BORING AND JACKING DETAILS DIG Dig Line,Inc. 811 or 800-342-1585 4 TWINID 0898GA 04 1 I-0-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 41 B 6 6 3 18' 24" L-w-D SKID DETAIL LEGEND SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 1 3 ENGINEER. 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A-A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 09/28/23 REV 2 AM 2012 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR PUBLIC CONSTRUCTIONKS DETAILS N0 SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898GA 04 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_04 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 f% 2 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 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 O 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. O4 3/4" TYPE I CRUSHED AGGREGATE BASE. OS SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L 5 0 .k 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. OE 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 INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 02/17/23 INITIAL SUBMISSION woo 08/11/23 REV I NV © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 09/28/23 REV 2 Ann H 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 BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE -- --2018 -- APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898GA 04 DIGUOIE. TFSD-802 TYPICAL RURAL STREET SECTION . �- Dig Line,Inc. 811 or 800-342-158S STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWINID_0898GA_04 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S 3 e SL E S f v P\E �I 3 , I� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 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 k BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O HMA PLANT MIX PAVEMENT SURFACE COURSE. 0 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT—OF—WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND I L 5 0 N TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. FO STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT 01/23 NInAL REVSUB 1 sION woo o8/1 DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. /n/23 Rev NV 09/28/23 REV 2 AM HO BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. ---- ---- -- THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK -- -- -- SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE -- -- -- LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898GA 04 DIG�tOE. TFSD-803 TYPICAL PAVED ALLEY SECTION . �- Dig Line,Inc. 811 or 800-342-158S R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5"FFIIIIIIIII,, 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID_0898GA_04 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION oTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 880 8 ooga000a000ao0oa000ao 800 8 08 a 8 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 2 8" THICK CONCRETE 2% RIBBON CURB O O O O O 4" OF 3/4" MINUS gg^O O ^O_�?�^O_�?�^O_�?��0_R��O°��o0 Q� CRUSHED GRAVEL 4 fv� fv� (VT✓ fv� (V�/ }v'� (v�/ fv�/ O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH 2 F/L 3" BELO OWN AND EDGE 1 2 LEGEND TYPE IV-NEW ALLEYS O HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. ' L 5 0 N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. T: (207) 591-6427 F: (207) 772-3427 NOTES: info®tilsontech.com OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS OB ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 02/17/23 INITIAL SUBMISSION woo 08/11/23 REV 1 NV OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF 09/28/23 REV 2 Ann USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. Q SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. -- -- -- 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FDl6 FILE NAME:TDS TWINID 0898GA 04 TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** T W I N I D_0898GA_04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 09 OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH TYPE OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL—DE—SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD TOTAL 10.5 23.0 26.0 08/11/23 REV 1 NV PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 09/28/23 REV 2 AM IF USED, ELIMINATE PLANT MIX PAVEMENT& BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. -- -- -- 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898GA 04