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I ' n� �J ;f, `t` qr• �VI�71d �>`"T� O a' - 'n' .. ` ' �. ..., --. usa -t . k,.Gi N,:ri,ei A�� ti i,- 'r,13 'rf oks - i p +n TI�:--u� - I t"e��:q>.e -Ave 1.- Y� »'`�i � � t ,f. �(' p 4 L � ♦ w�,"� IAa ie_ i -�� a ♦r c�ao�•:v Fes« r•� "�"04 �`` � G• � �.� r �c '�. tt�l,p. -,� ` >. � �-e, v 1 ? • - � -µ A TDS Dig Line,Inc. � � � — —rAi. H .i•1' vII 1 �,. . L, Addison Ave ' •r TWIN FALLS, ■ r� MATERIAL DESCRIPTION QTY ACTUAL 4 � T - C_ r• R Yy - _ __ f [—INV e ve � •5 Hoodle —x•o- �__ sure pp'406 h Serry '� U • ` �. On a Mission j Ul•�. 1 1 • PERMIT JURISDICTION: � m NEW UNDERGROUND •, PERMIT JURISDICTION' , • • NEW ■ ■ i •• i C16-C19 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TW I N I D_0898AA_06 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . COl-C19 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 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 02,03,23 INITIAL SUBMISSION RNC . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 14 REV 1 Nv E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ---- ---- . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . -- E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 440��' 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 0898AA 06 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898AA 06 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 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 02/03/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 08/14/23 REV 1 NV 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 0898AA 06 ® 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 02/03/23 TWINID 0898AA 06 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - REDESIGN 08/14/23 TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. 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 o2/03/23 INITIAL SUBMISSION RNC MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN 08/14/23 REV 1 NV THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 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 0898AA 06 SYMBOLS KEY ® DIG 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 —DH— —DB DB(1)1.25'' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DH— TDB— DB(2)1.25'I DIRECTIONAL BORE (2)1.25" TWINID 0898AA 06 EXISTING OVERHEAD ELECTRIC —OE OE EXISTING CONDUIT � i �■ DB(3)1.25" IDIRECTIONAL BORE (3)1.25" TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC -E E MATERIAL DESCRIPTION QTY ACTUAL MAIN TRACKS EXISTING UNDERGROUND SANITARY SEWER —ss SS RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND STORMWATER —SD SD CENTERLINE —CA —C/L EXISTING UNDERGROUND DRAIN —UD UD RIGHT-OF-WAY —R/W — — —R/w — — EXISTING UNDERGROUND WATER EDGE OF PAVEMENT EOP EOP PROPOSED HH SIDEWALK s/w s/w ELECTRICAL MANHOLE(EMH) CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL METER(EM) t61 PROPERTY LINE —— — — — ELECTRICAL HANDHOLE(EHH) m FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO VAULT(VLT) O GUARDRAIL I I ELECO CABINET(CAB) m TRANSFORMER(TRA) FIBER SLACK LOOPS 100 100 PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) © 38G TERMINAL B8G BSG TRAFFIC SIGNAL(TS) ❑7S C12 TERMINAL C12 GWATER MANHOLE(WMH) OO WATER VALVE(WV) FOSC 450 FIRE HYDRANT(HYD) WATER METER(WM) W CAPPED CONDUIT SEWER VALVE(SV) TIE-IN/CONDUIT COUPLER SEWER MANHOLE(SMH) ® EXISTING COMM LINE C STORM DRAIN MANHOLE(DMH) @ T I L S EXISTING GAS LINE G Mission CATCH BASIN(CB) ® EXISTING POWER LINE , T: (207)591-6427 F: (207)772-3427 �/ InPoOtIsontech.com CULVERT(CUL) >—\ EXISTING STORM DRAIN LINE SD REVISIONS GAS MANHOLE(GMH) © EXISTING SEWER LINE SS DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION RNC G , 08/14/23 REV 1 NV AS VALVE(GV) ® EXISTING WATER LINE GAS METER(GM) lJ UNKNOWN MANHOLE(UMH) O UNKNOWN HANDHOLE(UHH) n SCALE SIZE B SHEET: NITS UTILITY POLE(UP) �QD SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898AA 06 NOTES: _DIG_ LINED 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0-DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB-DB r_ PROPOSED DIRECTIONAL BORE ................. FUTURE DIRECT BURY 1F DROP FIBER -R/W- RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE W WATER MAIN SEWER STORM DRAIN s -E POWER LINE Ft�W _ K7 YY IIIT R/W -- R/W E] ELECTRIC HANDHOLE Q ELECTRIC VAULT r IIIT ELECTRIC METER m ELECTRIC CABINET C) I ® ELECTRIC MANHOLE o' TRANSFORMER LIGHT POLE LJ L:289' O$ SEWER MANHOLE © GAS MANHOLE DB(1)1.25" ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER r— _ © COMM MANHOLE ® WATER VALVE J 2+43 PLACE NEW A 0+00/H 0+00/J 0+00 PLACE NEW L:6' © COMM HANDHOLE HYDRANT J 3+60 PLACE NEW 14"0X24"AXS 400 TIER 8 HH AT 14"0X24"AXS 400 LT DUTY HH AT 1 DB 1 1.00" 14"OX24"AXS 400 LT DUTY HH AT 042.55956893,-1 14.45661627 042.55956696,-1 14.45571371 L:8' ( ) ® COMM PEDESTAL Q WATER METER 042.55957190,-114.45705079 ACCESS POINT ID:#8000-061-2 I ACCESS POINT ID:8000-061 DB(1)1.09, 0 DRAINAGE MANHOLE )UTILITY POLE ACCESS POINT ID:8000-061-3 GR/GB:N/ISO:N GR/GB:Y/ISO:N I H 1+74 PLACE NEW GR/GB:N/ISO:N J 1+20 PLACE NEW A 0+76 L.110 141.0X241.AXS 400 LT DUTY HH AT LL ® CATCH BASIN CULVERT L:7' DB(1)1.25" I' DB(1)1.00" L:21 14' X24"AXS 400 LT DUTY HH AT 042.55956795,-114.45506864 t L:Z. DB(1)1.00" 042.55956893,-114.45615895 ACCESS POf OINT ID:8000-061-5 GR/GB:N/ISO:N DB 1 1.00" L:11) ACCESS POINT ID:8000-061-1 1 h L:123 L:64' t T. DB(1)1.25" T GR/GB:N/ISO:N L:120' DB 2 1 25" — —M 21 —'M/a L DB(1)1.25" DB(1)1.25„ - a M/a — ,- DB Ar U . U A 0+64/H 0+64 . ~ Lu __�— = W ��< Lu Z R/W R/W M/a MAI M/a R/W u U) O 7 • I s �, •* 2 dVal PREPARED FOR: `• ETILSON T:(207(591-6427 F:(207)772-3427 A info@filsonfech.com REVISIONS ZE DATE I DESCRIPTION INITIAL I� I 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV a I ---- ---- ---- I _ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C01 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE W WATER MAIN — SEWER 1 all —SD STORM DRAIN E POWER LINE &MA E] ELECTRIC HANDHOLE Q ELECTRIC VAULT kw4l - ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y -i LIGHT POLE lUl TRANSFORMER 1 R/W — R W O SEWER MANHOLE © GAS MANHOLE / ® SEWER VALVE ® GAS VALVE ` Q TRAFFIC SIGNAL GAS METER Ah"J j r ,/L�� © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER s O DRAINAGE MANHOLE l_L�UTILITY POLE ® CATCH BASIN CULVERT A 133 133 BPI NEW400 LT DUTY HH AT-114.456278310 T ID:8000-062-1.1Q' ] 4 ACCESS POINT ID:8000-066 :N 14"�dX24"AXS 400 TIER 8 HH AT , U GR/GB:Y/ISO:N 042.56047081,-114.45577540 U �'• "�" DB(1)1.00" ACCESS POINT ID:#8000-062-1 AG 0+43 PLACE NEW L:8' � ; ' -„•- a L.121 GR/GB:N/ISO:N DB(1)1.00" I L DB(1)1.25" L:7' 14"(dX24"AXS 400 TIER 8 HH AT r LET DB(1)1.00" 042.56046691,-114.45498139 U.� DB(1 DB(1)1.25" L:35' ACCESSPOINTID:#8002-001.1 L:43' uj w DB(1)1.00" GR/GB:Y/ISO:N DB(1)1 25" w =a 2 ra Ln L Poplar0"I Poplar Ave Poplar Ave 0 ° hIll op�ar Ave Poplar Ave U U DB C L:133' L:119' L:120' L:65' G L:3T DB(1)1.25" DB(1)1.25" DB(1)1.25" DB(1)1.00" DB(1)1.00" L:8' PREPARED FOR: L:8' DB(1)1.00" A 6+57 PLACE NEW L:133' DB(1)1.00" 14"(dX24"AXS 400 TIER 8 HH AT A 5+38 PLACE NEW A 3+44 DB(1)1.25" 042.56035721,-114.45660554 14"GX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:#8000-064 042.56035524,-114.45616566 L:15' L.24 GR/GB:N/ISO:N ACCESS POINT ID:8000-063 DB(2)1.25" I DB(1)1.00" A 7+g9 PLACE NEW 14"9JX24"AXS 400 TIER 8 HH AT L:7' GR/GB:N/ISO:N ETILSON 042.56035919,-114.45709773 DB(1)1.00" A EOG/B 0+00/K 0+00 PLACE NEW ACCESS POINT ID:#8000-065 14"OJX24"AXS 400 TIER 8 HH AT g 1+98/AG 0+00 PLACE NEW T:(207(591-6427 F:(207)772-3427 GR/GB:N/ISO:N 042.5603 info@0 filsonfech.com ACCESS POINT ID:#8000 062 042.56035030,-114.45498549 REVISIONS GR/GB:Y/ISO:N ACCESS POINT ID:8002-001 Lin GR/GB:Y/ISO:N DATE DESCRIPTION INITIAL 02/03/231 INITIAL SUBMISSION RNC 08/14/231 REV 1 NV Lim Mill SCALE R/W — — R/w SIZE BSHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO2 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C04 W WATER MAIN _ SS SEWER N 1+55 PLACE NEW A 13+62/A 14+ - —5D 'TORN DRAIN L:2]' i —E POWER LINE 14"OX24'AXS 400 LT DUTY HH AT L:7' A 15+74 L:155' L'9 DB(2)1.25" L:92' L.9 _ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.56092842,-114.45916303 DB(1)1.00" DB(1)1.25" DB(1)1.00" DB(1)1 25" DB(1)l.001, A 15+63 3 ACCESS POINT ID:8000-069-1 rA18 M ELECTRIC METER m ELECTRIC CABINET GR/GB:Y/ISO:N ° ® ELECTRIC MANHOLE lUl TRANSFORMER A 13+89/N 0+00 PLACE NEW �j LIGHT POLE E 2+78/P 0+00 PLACE NEW ' L:40' A 15+08 PLACE NEW S SEWER MANHOLE ( GAS MANHOLE 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT M/21 042.56092249,-1 14.45858903 SEWER VALVE GAS VALVE 042.56081160,-114.45952244 ACCESS POINT ID:#8000-069 DB(1)1.25" 042.56092249,-114.45814647 ACCESS POINT ID:#8000-070 L.27O' L TRAFFIC SIGNAL GAS METER ACCESS POINT ID:8000-068-2 GR/GB:Y/ISO:N DB 1 1 25 I a/w _ _ ® GR/GB:Y/ISO:N GR/GB:N/ISO:N ( ) I © COMM MANHOLE ® WATER VALVE L 0+57 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT © COMM HANDHOLE � HYDRANT M� a 042.56048365,-1 14.45753359 COMM PEDESTAL l�l WATER METER DBL:6'. . B 3 ACCESS POINT ID:#8000-066.1 1 " E 2+57/P 0+21 DB(1)100" L:105' � GR/GB:N/ISO:N O DRAINAGE MANHOLE �)UTILITY POLE 1.00 ( ) DB(1)1.25" A 1 1+78 `Y H BASIN CULVERT L.152' ® CATC L:21' DB(1)1.25' L:21' 1 L:131O' L 1+24 PLACE NEW DB 1 1.25" A 13+22 PLACE NEW I y hr 14"OX24"AXS 400 TIER 8 HH AT 14'OX24'AXS 400 TIER 8 HH AT igyp�, 042.56081160,-114.45848979 042.56047970,-114.45728280 L:32 ACCESS POINT ID:#8000-066.2 -• ACCESS POINT ID:#8000 068 DB 1 1.00" I GR/GB:N/ISO:N U I GR/GB:Y/ISO:N13 O M y i DB(1)1.00" a l E E 1+05 PLACE NEW DB(1)1 0 DB(1)1.00 0" L:1T oa l 14"OX24"AXS 400 TIER 8 HH AT " 114 w L:55 w h 042.56080765,-114.45888005 A 10+52/M 0+00 PLACE NEW w ACCESS POINT ID:#8000-068-1 14"OX24"AXS 400 TIER 8 HH AT U"I GR/GB:N/ISO:N 042.56047575,-114.457919872 M/a (f� ACCESS POINT ID:#8000-067 (f� 3 GR/GB:Y/ISO:N L L: O 44/L 0+70 D O � � � L:7' L:41' L:13' DB(1(1)1.25" L P 1+52 PLACE NEW DB(1)1.001, DB(2) DB(2)1.25" DB(1)1.00" r 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.00" 042.56045204,-1 14.45944868 A 10+1 1 /M 0+41 U ACCESS POINT ID:#8000-068-2-1 U GR/GB:Y/ISO:N _ Q i T M 0+90 PLACE NEW L:49' RAW .,... C 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25 DB(1)1.00" L:105' CC G DB(1)1.25" G 042.56022781,-114.45792251 L:7' 1 M' ACCESS POINT ID:#8000-067.1 DB(1)1.00" L:9, PREPARED FOR: GR/GB:N/ISO:N L:117' 1 DB(1)1.25" DB(1)1.00" z R �W - ' A 8+94/L 0+00 PLACE NEW 142.5603 AXS 400 TIER 8 HH AT T I L 5 0 N } 042.56036215,-114.45748799 ACCESS POINT ID:#8000-066 T;(207)591-6427 F:(207)772-3427 �Y y GR/GB:Y/ISO:N �{ info@filsonfech.CoM t REVISIONS M 1+21 PLACE NEW DATE DESCRIPTION INITIAL �_ 14"OX24"AXS 400 LT DUTY HH AT 02/03/231 INITIAL SUBMISSION RNC 042.56014388,-1 14.45791830 ACCESS POINT ID:8000-067.2 OS/14/23 REV 1 NV GR/GB:Y/ISO:N ---- ---- ---- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC CO3 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ••• •••••. FUTURE DIRECT BURY 1F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE W WATER MAIN SEWER IN —SE POWER DLI E L I ... E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 1216 DB(1)1.00" ELECTRIC METER m ELECTRIC CABINET _ ® ELECTRIC MANHOLE lUl TRANSFORMER r LIGHT POLE 1210 A 19+36 PLACE NEW _ O SEWER MANHOLE © GAS MANHOLE 0 14"OX24"AXS 400 TIER 8 HH AT 042.56194683,-1 14.45793860 ® SEWER VALVE ® GAS VALVE L.178' ACCESS POINT ID:#8000-073 Q TRAFFIC SIGNAL GAS METER DB(1)1.25" GR/GB:N/ISO:N 1 I © COMM MANHOLE ® WATER VALVE L:102' 3 © COMM HANDHOLE HYDRANT DB(1)1.25" ® COMM PEDESTAL l91 WATER METER 71) 7 D DRAINAGE MANHOLE UTILITY POLE L:28' Gi DB(l)1.00" M/21 -- M/b [[D CATCH BASIN CULVERT G 4+58 PLACE NEW " 14"OX24"AXS 400 TIER 8 HH AT Q L /N 042.56168210,-1 14.45945941 ACCESS POINT ID:#8000-074-3.1 l ; GR/GB:N/ISO:N 1224 1226 w DB(1)1.25"A 18+34 PLACE NEW U L.73 14"OX24"AXS 400 TIER 8 HH AT U .' DB(1)1.25" TI- 042.56166630,-1 14.45793994 I o ACCESS POINT ID:#8000-072 GR/GB:N/ISO:N w w G 5+31 PLACE NEW Lu I 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.00" J•J� 15 042.56148208,-114.45945673 I I D 16+12 ACCESS POINT ID:#8000-074-3.2 GR/GB:Y/ISO:N DB(l)1.25" D 17+05 PLACE NEW O 14"OX24"AXS 400 LT DUTY HH AT O se ;o 042.56137984,-1 14.45743300 j 4 ACCESS POINT ID:8002-024 / = I A 17+19 PLACE NEW GR/GB:N ISO:N U 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 042.561351 19,-1 14.45793860 D 16+25 Q G 4+42 PLACE NEW ACCESS POINT ID:8000-071 p 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N G 042.56168161,-1 14.45951976 ACCESS POINT ID:8000-074-3 PREPARED FOR: GR/GB:N/ISO:N ETILSON w L:112' T:(207(591-6427 F:(207)772-3427 DB(1)1.25" info@filsonfech.com DB(1)1.00" T 1+12 PLACE NEW REVISIONS 1► 14"OX24"AXS 400 TIER 8 HH AT DATE DESCRIPTION INITIAL T 042.56126130,-114.45751883 02/03/23 INITIAL SUBMISSION RNC ACCESS POINT ID:#8002-026 08/14/23 REV 1 NV a GR/GB:Y/ISO:N ---- ---- ---- " L:211 DB(1)l.25' SCALE ' SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER Fly RNC C04 OF C19 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER •• ♦ ♦ •• ♦ - ♦ Q.' ♦ 0 13 • ♦ —SE POWER LI EIN E] ELECTRIC HANDHOLE Q ELECTRIC VAULT D DB ELECTRIC METER m ELECTRIC CABINET C-Qj ® ELECTRIC MANHOLE R/ R/W \� —L TRANSFORMER LIGHT POLE LJ _ 1 L:208' L:370' 11 QS SEWER MANHOLE © GAS MANHOLE AE 5+77 PLACE NEW DB(1)1.25" 14"GX24"AXS 400 TIER 8 HH AT DB(1)1.25 _ ® SEWER VALVE ® GAS VALVE AE 1+34 IK Q TRAFFIC SIGNAL � GAS METER 042.56306944,-1 14.45966594 ACCESS POINT ID:#8000-076-2.1 AE 3+70 PLACE NEW © COMM MANHOLE ® WATER VALVE GR/GB:Y/ISO:N 14"OX24"AXS 400 TIER 8 HH AT I © COMM HANDHOLE HYDRANT 042.56306746,-1 14.45889481 REV 1- ACCESS POINT ID:#8000-076-2 if f I MOVED CONDUIT FROM ® COMM PEDESTAL Q WATER METER LI GR/GB:N/ISO:N I ADDISON AVE E TO ALLEYWAY O DRAINAGE MANHOLE l L�UTILITY POLE ® CATCH BASIN CULVERT 4 N REV 1- MOVED HH#8000-076 L:181' �• FROM ADDISON AVE E TO ELM ST DB(1)1.25" ko 1 O 1 I A 25+32/AE 0+00 PLACE NEW 1 R/W w 140X24"AXS 400 TIER 8 HH AT w w REV 1 - 042.56271696,-1 14.45794325 w REMOVED HH#8000-074-2 ACCESS POINT ID:#8000-076 REMOVED 11 TH AVE E GR/GB:N/ISO:N CI) STREET CROSSING (j) O � OfO G 1+71 /W 0+00 PLACE NEW L:22o I I r 14"OJX24"AXS 400 TIER 8 HH AT DB(1)1 25" W 3+08 PLACE NEW A 23+07/X 0+00 PLACE NEW 042.56216908,-1 14.45917510 14"OX24"AXS 400 TIER 8 HH AT 14"0X24"AXS 400 TIER 8 HH AT U 042.56229700,-114.45952915 ACCESS POINT ID:#8000-074-1 042.56229206,-114.45820682 ACCESS POINT ID:#8000-074-3.1 GR/GB:N/ISO:N ACCESS POINT ID:#8000-075 p Q 'GR/GB:N/ISO:N X 1+82 PLACE NEW GR/GB:Y/ISO:N Z 1+18 PLACE NEW CC 14"O)X24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT G 042.56229305,-114.45888140 A 22+16/X 0+90 042.56227971,-114.45756443 "M'♦ ACCESS POINT ID:#8000-075.1 ACCESS POINT ID:#8002-022 PREPARED FOR: GR/GB:Y/ISO:N L:6' q 23+77• GR/GB:Y/ISO:N DB(I)i.uu" L:92' L: DB(1)1.09' ' DB(1)1.25" DB(2)1.25" L:118' M/ DB(1)1.25" M/21 T I L 5 0 N L:63' , A 21+70 PLACE NEW D 12+75 PLACE NEW T:(207(591-6427 F:(207)772-3427 DB(1)1.25" 14"OJX24"AXS 400 TIER 8 HH AT 14"OJX24"AXS 400 LT DUTY HH AT info@filsonfech.com G 2+64/W 0+93 • L:47' 042.56216414,-1 14.45854210 042.56216217,-1 14.45752152 ACCESS POINT ID:#8000-074 ACCESS POINT ID:8002-023 DB(1)1.25" REVISIONS W _ *� GR/GB:Y/ISO:N GR/GB:N/ISO:N L:105' DATE DESCRIPTION INITIAL DB(1)1.25" 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV — R/W R/yy A 20+19 L:93' L:8' L:30' L:6' L:233' L:23'L:66' O 3' DB(2)1.25" ( ) 0 L:171' DB(1)1.00" DB(1)1.25" D 13+34 DB 1 1 00" DB 1 1.0 " _. SCALE DB(1)1.25" �y� u? o:: DB(1)1.25" DB(1)1.00" A 20+04 D 13+44 DB(1)1.00" ( ' SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C05 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE _ Addison • AddisonW [E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET . - ® ELECTRIC MANHOLE TRANSFORMER EL LIGHT POLE Fir"R/ R� R/W • O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE . Q TRAFFIC SIGNAL GAS METER�, ` I © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 1 A 28+67 PLACE NEW ® COMM PEDESTAL Q WATER METER 22"0X21"AXS 500 HH AT Qp DRAINAGE MANHOLE l L�UTILITY POLE A 27+67 PLACE NEW 042.56271018,-114.456699L7 22"OX21"AXS 500 HH AT ACCESS POINT ID:#8000-078 REV 1- ® CATCH BASIN CULVERT _ 042.56271077,-114.45706953 GR/GB:N/ISO:N MOVED CONDUIT&STRUCTURES14261 ACCESS POINT ID:#8000-077 FROM ADDISON AVE E TO ALLEYWAY "" '�^�' ` �•' DB(1)1.25" 1 Lin U DB(1)1.25" - ud -Sj ....... R/1N c R/W � R/ �< a c„Lulp% c 4-L-W , w L:T A 29+92 PLACE NEW A 31+01 PLACE NEW rl M/a w DB(1)1.00" /� / 22"0X21"AXS 500 HH AT 22"OX21"AXS 500 HH AT = } J v 042.56270941,-114.45623263 042.56270875,-114.45583047 A 33+25 PLACE NEW °' Y 0+57 PLACE NEW ACCESS POINT ID:#8000-080 14"�dX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#8000-079 GR/GB:Y/ISO:N 22"(dX21"AXS 500 HH AT O O 042.56227774,-114.45712723 - GR/GB:Y/ISO:N 042.56269542,-114.45499832 ACCESS POINT ID:#8002-022.1 ACCESS POINT ID:#8000-081 LU r DB(1)1.00" DB(1)1.00" Q Y 1+gb PLACE NEW AA 0+54 PLACE NEW Q Am14"(dX24"AXS 400 TIER 8 HH AT CC 14"GX24"AXS 400 TIER 8 HH AT G S) 042.56227576,-1 14.45622333 � ! DB(1)1.00" 042.56227675,-114.45665114 ACCESS POINT ID:#8002-020.1 AA 2+47 PLACE NEW D 5+96 PLACE NEW '�� ACCESS POINT ID:#8002-022.2 PREPARED FOR: L:7' GR/GB:N/ISO:N 14"(dX24"AXS 400 LT DUTY HH AT 14"(dX24"AXS 400 TIER 8 HH AT ,�' L:44' GR/GB:Y/ISO:N 042.56227280,-1 14.45550852 042.56215427,-1 14.45500292 DB(1)1.00" L:12' ACCESS POINT ID:8002-020.2 ACCESS POINT ID:#8002-018 L:128' L�7 L:19' DB(2)1.25" GR/GB:Y/ISO:N DB(1)1.25" DB(1)1.00" DB(1)1.00" GR/GB:N/ISO:N AA 0+42/A 0+66 L.181 DB(1)1.25" ETILSON 1:(207(591-6427 F:(207)772-3427 L:42' D 7+95 PLACE NEW info@tllsontech.com DB(2)1.25" D 11+54 PLACE NEW DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT D 10+35 PLACE NEW DB(1)1.25" D 9+14/AA 0+00 PLACE NEW 14"OJX24"AXS 400 TIER 8 HH AT 042.56216019,-114.45707359 14"0X24"AXS 400 TIER 8 HH AT 14"S7JX24"AXS 400 TIER 8 HH AT 042.56215723,-114.45573919 REVISIONS 042.56216019,-114.45662968 042.56215920,-114.45618175 ACCESS POINT ID:#8002-019 DATE DESCRIPTION INITIAL -_� ACCESS POINT ID:8002-022 ACCESS POINT ID:#8002-021 ACCESS POINT ID:#8002-020 GR/GB:Y/ISO:N GR/GB:Y/ISO:N GR/GB:N/ISO:N ` 02/03/23 INITIAL SUBMISSION RNC GR/GB:N/ISO:N 08/14/23 REV 1 NV R/ ---- ---- ---- L: SCALE • D11+70/YO+15 DB(1)1.25" DB(1)1.00" DB(1)1.25" DB(1)1.00" DB(1)1.00" ,- DB(1)1.25" Ld DB(1)1.00" _ . , . . SIZE B SHEET:1"=50' MATCH TO SHEET #C12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •••... FUTURE DIRECT BURY 1F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN 2PIPES —E POWER LINE W ' ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET M�2I ® ELECTRIC MANHOLE �y lUl TRANSFORMER M/b LIGHT POLE - C 7+54 PLACE NEW O SEWER MANHOLE © GAS MANHOLE C 6+16 14"OX24"AXS 400 TIER 8 HH AT ® SEWER VALVE ® GAS VALVE `z 042.56306154,-1 14.45235826 TRAFFIC SIGNAL GAS METER ACCESS POINT ID:#8002-014-2 L:13'_ A 34+71 GR/GB:N/ISO:N DB(1)1.00" © COMM MANHOLE ® WATER VALVE PLACE NEW22"�X21" © COMMCOMMHANDHOLE HYDRANT AXS 500 HH AT 042.5626 ® COMM PEDESTAL lip WATER METER 9536,-1 14.45445708 L:301' ACCESS POINT ID:#1-082 i I 1 O DRAINAGE MANHOLE �)UTILITY POLE DB(1)1.25" GR/GB:N/ISO:N ® CATCH BASIN CULVERT A 37+73 PLACE NEW t MOVED CONDUIT&STRUCTURES 22"OX21"AXS 500 HH AT REV I ADDED STUB °^ FROM ADDISON AVE E TO ALLEYWAY 042.56269656,-114.45333667 ACCESS POINT ID:#8000-083.1 GR/GB:Y/ISO:N00 L:126' L:176' 3:: o 0 i DB(1)1.25" DB(1)1.25" C 4+53 PLACE NEW U D�w _ _ __o nti _ 14"OX24"AXS 400 TIER 8 HH AT 042.56260321,-114.45285984 ' ACCESS POINT ID:#8002-014-1 I cm oa „ Lu GR/GB:N/ISO:N Lu Lu —irk .MhA—AM/a ��D 3 �� SS • Lu his A 35+97 PLACE NEW I �4 22"9�X21"AXS 500 HH AT r 042.56269563,-1 14.45398994 I O O AC 1+50 PLACE NL,d ACCESS POINT ID:#8000-083 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N 042.56227379,-114.45472934 ACCESS POINT ID:#8002-017.2 D 1+23/AD 0+00 PLACE NEW U GR/GB:Y/ISO:N 24"AXS 40014 04DUTY HH AT 2 562148 4,LT 14.45324473 U Q ACCESS POINT ID:8002-015 I p AB 0+92 PLACE NEW GR/GB:Y/ISO:N 14'OX24"AXS 400 TIER; HH AT 1 L:7, DB(1)1.25" 042.56226984,-1 14.45417144 ACCESS POINT ID:#8002-017.1 DB(1)1.00" AD 0+56 PLACE NEW .M L:6' GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT PREPARED FOR: DB(1)1.00" AD 1+30 PLACE NEW 042.56226588,-114.45329301 14'OdX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:8002-015.1 3 L 042.56226885,-1 14.45356928 GR/GB:N/ISO:N \ L:49' DB(1)1.00" ACCESS POINT ID:#8002-015.2 L:8' 3 DB(2)1.25" GR/GB:Y/ISO:N L:74' DB(1)1.00" L;123' C 3+02 PLACE NEW AB 0+43/AC 0+49 DB(1)1.25" 1 DB(1)1.25" 14"GX24"AXS 400 LT DUTY HH AT T I L 5 0 N 042.56218834,-1 14.45285045 ACCESS POINT ID:8002-014 L:102' GR/GB:Y/ISO:N T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com DB(1)1.25" D 4+21 /AB 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT D 2+73 PLACE EW REVISIONS L:43' 1 4 OX24 5328,-1 1 TIER 8 HH 14"OX24"AXS 400 TIER 8 HH AT DATE DESCRIPTION INITIAL 042.56214834,-114.45380129 L;16' 02/03/23 INITIAL SUBMISSION RNC DB(1)1.25" ACCESS POINT ID:#8002-017 ACCESS POINT ID:#8002-016 DB(1)1.25 "'I DB(2)1.25" 08/14/23 REV 1 NV GR/GB:Y/ISO:N GR/GB:N/ISO:N W r ---- ---- ---- LLN175' L:9' w R/W' L:T —L:T lI SCALE L:149' L:150' L:13'— C 2+85 DB(1)1.25" DB(1)1.00" DB(1)1.25" DB(1)1.00" DB(1)1.25' DB(2)1.25" DB(1)1.00" SIZE B SHEET:1"_$0' TMATCH TO SHEET #C13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN —SS SEWER 4 1 •• 0 f '• _'. SD STORM DRAIN E POWER LINE 1 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT W W _w- ELECTRIC METER m ELECTRIC CABINET W--- W ® ELECTRIC MANHOLE �y _ DB DB lUl TRANSFORMER L:129' W ca R/W RAW- •� DB R W LIGHT POLE DB(1)1.25" OS SEWER MANHOLE © GAS MANHOLE L:125' L.69 ® SEWER VALVE ® GAS VALVE DB(1)1.25" DB(1)1.25" C 8+82 PLACE NEW DB(1)1. TRAFFIC SIGNAL GAS METER 25" C 10+77 PLACE NEW Q � 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT At © COMM MANHOLE ® WATER VALVE 042.56305956,-1 14.45188083 C 10+08 PLACE NEW POINT ID:#8002-014-3 14"OX24"AXS 400 TIER 8 HH AT 042.56306549,-1 14.451 15930 - © COMM HANDHOLE HYDRANT ACCESS ^ GR/GB:N/ISO:N 042.56306339,-1 14.45141530 ACCESS POINT ID: 4.451 014-5 GR/GB:Y ISO:N ® COMM PEDESTAL `p WATER METER / ACCESS POINTID:#8002-014-4 QD DRAINAGE MANHOLE C-0)UTILITY POLE GR/GB:N/ISO:N ® CATCH BASIN CULVERT REV 1- ADDED HH#8002-014-4 REV 1- p ADDED PERRINE COULEE �•"• ••- ADDED CONDUIT PERRINE COULEE O rl i U I U w - w U I I �► U Q PREPARED FOR: N _ ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL — - -- 0 / /23 INITIAL SUBMISSION RNC O8/1414/23 REV 1 NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C08 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE J MATCH TO SHEET #C13 GAS LINE W WATER MAIN — SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L:30' ELECTRIC METER m ELECTRIC CABINET I DB(1)1.00" ® ELECTRIC MANHOLE lUl TRANSFORMER •,I ,1 _ LIGHT POLE O SEWER MANHOLE © GAS MANHOLE R/W R ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER M/A M/a k# �, © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT • COMM PEDESTAL Q WATER METER B 8+95 PLACE NEW O DRAINAGE MANHOLE 0 UTILITY POLE 14"OX24"AXS 400 TIER 8 HH AT ® CATCH BASIN CULVERT 042.56082064,-1 14.45302882 t ACCESS POINT ID:#8002-006 L: B 6+21 PLACE NEW GR/GB:N/ISO:N DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT 042.56046503,-114.45356928 1 Q 0+41 PLACE NEW ACCESS POINT ID:#8002-005 it N 14"OX24"AXS 400 LT DUTY HH AT L:T L'8 DB(1)1.00" O GR/GB:N/ISO:N - ; 1 Q 042.56046492,-114.45442893 DB(1)1.00" U ACCESS POINT ID:8002-002.1 I B 7+74 B 20+79/AH 0+00 PLACE NEW `may U GR/GB:N/ISO:N B 6+02 I 14"OX24"AXS 400 TIER 8 HH AT Q 1+52 PLACE NEW L:7' B 7+63 0 ACCESS POINT,D:#805254334 1 ACCESS POINT ID:#8002-012-2 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.00" L:274' GR/GB:Y/ISO:N �a w 042.56046404,-114.45401587 L:34, L:61' L:41' DB(1)1.25" w ACCESS POINT ID:#8002-002.2 DB(1)1.25" DB(1)1.00" w w DB O1 1.25" GR/GB:Y/ISO:N DB(1)1.00" B 19+95 L:130' —R/W L: O L: '111 DB DB(1)1.25" 5 DB(1)1.25" U U i C R G G L:125' L:98' DB(1)1.25" L:86' L:7' DB(1)1.25" 1 B 21+24 L:134' L.151 DB(1)1.25" DB(1)1.00" I B 21+35 PLACE NEW DB(1)1.25" PREPARED FOR: DB(1)1.25" 1 "OX /Q 0+00 PLACE NEW L:33 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.56035326,-1 14.45442491 DB(1)1.00" D (I ACCESS POINT,-114.45250713 _ DB(111 ACCESS POINT ID:#8002-012-3 T•a ACCESS POINT ID:8002-002 L:6' GR/GB:Y/ISO:N B 5+60/AF 0+00 PLACE NEW DB(1)1.00" 3 GR/GB:N/ISO:N L:5' 14"OX24"AXS 400 TIER 8 HH AT B 4+74 PLACE NEW DB(1)1.00"1 042.56034931,-114.45364036 , T I L S O N 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#8002-004 042.56034536,-1 14.45396088 GR/GB:Y/ISO:N T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:#8002-003 3 nfo@filsonfech.com GR/GB:N/ISO:N _ _ REVISIONS AF 0+98 PLACE NEW DATE DESCRIPTION INITIAL 14"OX24"AXS 400 TIER 8 HH AT 02/03/231 INITIAL SUBMISSION RNC 042.56034437,-114.45327692 08/14/231 REV 1 NV ACCESS POINT ID:#8002-004.1 GR/GB:Y/ISO:N - LL v I SCALE -R W -- R/W—. SIZE B SHEET:1"-50' MATCH TO SHEET #C11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C09 OF C19 1 NOTES: _DIG_ LINED 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ••• •••••• FUTURE DIRECT BURY 1F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE PERRINECOULEE ❑T$ TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT -.i r • _I�, Ljpl ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT ' AH 1+30 PLACE NEW 1 pp 14"OX24"AXS 400 TIER 8 HH AT \ � I � ��,• 042.56046168,-1 14.45206054 = �•• +�•— ACCESS POINT ID:#8002-012-2.1 'A B 25+36 PLACE NEW Y Q 042.56051008,-1 14.45131488 ( i U ACCESS POINT ID:8002-012-5.1 � B 26+08 PLACE NEW L:8• DB(1)1.25" � � - 14"pJX24"AXS 400 LT DUTY HH AT DB(2)1 25" } ; oa c„ 042.56046365,-114.45157640 w ACCESS POINT ID:8002-012-5.2 B 25+28/B 25+44 w u./� 0 M L— fi \ 1 Q • I M— — W R/ \ PREPARED FOR: L:180' DB(1)1.25" g 24+49 PLACE NEW L:• 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.0_ I B 23+80 042.56028881,-114.45134841 _ ACCESS POINT ID:#8002-012-5 — ETILSONGR/GB: N/ISO:N B 22+70 PLACE NEW T:(207(591-6427 F:(207)772-3427 14"OJX24"AXS 400 TIER 8 HH AT info@tllsontech.com 042.56033623,-1 14.45200824 ACCESS POINT ID:#8002-012-4 — REVISIONS GR/GB:N/ISO:N DATE I DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION RNC I08/14/23 REV 1 NV ---- ---- ---- SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C10 OF C19 1 NOTES: _DIG_ LINED 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE ... •....• FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C09 GAS LINE W WATER MAIN — SEWER SD STORM DRAIN -- — - - —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT R/W R/W DB(1)1.00" ELECTRIC METER m ELECTRIC CABINET _ ® ELECTRIC MANHOLE lUl TRANSFORMER + LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE 3 ' ® SEWER VALVE ® GAS VALVE H 8+41 PLACE NEW _ L:8' � 14"9JX24"AXS 400 TIER 8 HH AT ❑TS TRAFFIC SIGNAL �G GAS METER DB(1)1.00" I H b+75 PLACE NEW 042.55974348,-114.45284575 © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#8000-061-11 © COMM HANDHOLE HYDRANT + I 042.55955708,-1 14.45320718 GR/GB:Y/ISO:N L:6' L:19' H 4+74 PLACE NEW ACCESS POINT ID:#8000-061- COMM PEDESTAL WATER METER10 m DB(1)1.00" DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT + GR/GB:N/ISO:N QD DRAINAGE MANHOLE 0 UTILITY POLE 042.55956498,-1 14.45395284 H 2+74 PLACE NEW H 3+74 PLACE NEW H 5+75 PLACE NEW \ ® CATCH BASIN CULVERT 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:8000-061-8 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N 1 042.55956696,-1 14.45469581 042.55956399,-1 14.45432566 042.55955807,-1 14.45358001 • -•' ACCESS POINT ID:8000-061-6 ACCESS POINT ID:#8000-061-7 ACCESS POINT ID:8000-061-9 GR/GB:N/ISO:N GR/GB:N/ISO:N L:165' �•^• �•- GR/GB:N/ISO:N �4 .DB(1)100" DB 1 1 25" L:T L:100' 1 � DB(1)1.00" DB(1)1.25" a / da - �+^ C14 „ Lu LU 1538 u _ PREPARED FOR: 3 I ETILSON T:(207(591-6427 F:(207)772-3427 - 'i info@filsonfech.com REVISIONS • DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV AOL A Lil ---- ---- ---- --- SCALE •• SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C11 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAS LINE W WATER MAIN — SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET 3 ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ' ® SEWER VALVE ® GAS VALVE ❑T$ TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL l91 WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT M/a — --- -M/a -M -- M./a — — Mi iy I .. R/W K/W cD U U ~ o� Lu DB(1)1.00" I Lu w L:11' ILu i D 18+34/S 0+00 PLACE NEW DB(1)1.00" 1419 I = f 14"OX24"AXS 400 LT DUTY HH AT + 042.56137490,-1 14.45695423 U 1+62 PLACE NEW L:10' . (Ao O ACCESS POINT ID:8002-025 U 0+41 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 00" I rl 3+22 PLACE NEW O GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT 042.56137391,-114.45573248 4"OX24"AXS 400 LTDUTY HH ATD 17+95/S 0+39ACCESS POINT ID:#8002-028.3 42.56136897,-114.45505791 ACCESS POINT ID:8002-028.2 GR/GB:Y/ISO:N L:25' ACCESS POINT ID:8002-008-3 U GR/GB:N/ISO:N L:121' DB(1)1.00" GR/GB:Y/ISO:N U W00"DB(1)1.25" - &DB(l)1. L:85' pp Q R/W R/W DB(1)1.25" p L:41' DB(1)1.25" B R 2+80 q DB(2)1.25" L.42 DB(1)1.00" PREPARED FOR: DB(1)1.25" DB(1)1.00" • ' DB L:32' L:24' L:7' L:128' ETILSON DB(1)1.00" DB(1)1.25" S 4+59 PLACE NEW T:(207)591-6427 F:(207)772-3427 DB(1)1.00" L:6' L.10' DB(1)1.00" L:129'DB 1 1.25" L:120' 14"OX24"AXS 400 LT DUTY HH AT info@tllsontech.com DB(1)1.09' ( ) 042.56125636,-114.45569895 info@tilsontech.com REVISIONS S 0+81 PLACE NEW ACCESS POINT ID:8002-028.1 R 2+37 PLACE NEW L:113' 14"OX24"AXS 400 TIER 8 HH AT L:7' S 2+10 PLACE NEW GR/GB:Y/ISO:N 14"OX24"AXS 400 TIER 8 HH AT DB(1)1 25" DATE DESCRIPTION INITIAL 042.56126525,-1 14.45710175 DB(1)1.00" 14'OX24"AXS 400 TIER 8 HH AT S 3+30 PLACE NEW 042.56125231,-114.45490100 02/03/231 INITIAL SUBMISSION RNC ACCESS POINT ID:#8002-026 042.56125933,-114.45662163 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:#8002-008-2 08/14/231 REV 1 NV GR/GB:Y/ISO:N ACCESS POINT ID:#8002-027 042.56125735,-114.45617505 GR/GB:N/ISO:N (1 GR/GB:N/ISO:N ACCESS POINT ID:8002-028 ____ ____ GR/GB:Y/ISO:N SCALE 1 " SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C19 1 NOTES: _DIG_ LINED 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE W WATER MAIN — SEWER STORM DRAIN —E POWER LINE —_ ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER DB(1)1.25' LIGHT POLE LJ I I I O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE 1 . Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER C 1+30 PLACE NEW QD DRAINAGE MANHOLE )UTILITY POLE la/1 _ -- —— C AXS 400 TIER 8 HH AT ® CATCH BASIN CULVERT 1I — AC042.56171816,-1 14.45285313 ACCESS POINT ID:#8002-013 .., M/ GR/GB:N/ISO:N \, — ---- a n' -- R AV R/W —R/W B 15+69 r,LACE NEW L:130' w oa „ w 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" w 042.56136403,-1 14.45323400 " L:20' ACCESS POINT ID:8002-011 L:2000" GR/GB:N/ISO:N V 1+37 PLACE NEW . 14"OX24"AXS 400 TIER 8 HH AT B 13+94/V 0+00 PLACE NEW O 14"OX24"AXS 400 LT DUTY HH AT I 042.56136700,-114.45439272 L:5 B 15+18 PLACE NEW L:51, 1.00" ACCESS POINT ID:#8002-009.1 042.56136897,-114.45388310 DB(1) 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" .. GR/GB:Y/ISO:N ACCESS POINT ID:8002-009 042.56136206,-114.45342444 GR/GB:Y/ISO:N' ACCESS POINT ID:#8002-010 B 16+72/C 0+00 PLACE NEW L.7 :N; L:T 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO U B 13+57/V 0+37 L:37' s DB(1)1.00" 042.56136058,-114.45285045 L.6 L:100, DB(2)1'25 L:124' DB(1)1.00" L:103' ACCESS POINT ID:#8002-012 i DB(1)1.00" DB(1)1.25" DB 1 1 25" GR/GB:Y/ISO:N C� M�21 M ( ) DB(1)1.25" _ PREPARED FOR: = L:44' DB(1)1.25" = W _ W B I L:104' ETILSON DB DB(1)1.25" M/21 M/21 /21 L:5' DB(1)1.00" L:124' L:6' L:19' _ B 10+52 T:(207(591-6427 F:(207)772-3427 DB(1)1.25" I DB(1)1.00" L 125 DB(1)1.00" B 10+43 info@tllsontech.com I DB(1)1.25" L:6 REVISIONS DB(1)1.00" L:293' B 17+76 PLACE NEW DATE DESCRIPTION INITIAL R 1+24 PLACE NEW A DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT 02/03/23 INITIAL SUBMISSION RNC B 13+13 PLACE NEW B 11+88 PLACE NEW08/14/23 REV 1 NV 14"OX24"AXS 400 LT DUTY HH AT 3 042.56107510,-1 14.45284643 14'OX24'AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT \ �042.56124935,-1 14.45448123 ACCESS POINT ID:8002-008-1 042.56124836,-114.45401989 7042.56124935,-114.45355587 ACCESS POINT ID:#8002-012-1 ACCESS POINT ID:8002-008 ACCESS POINT ID:#8002-007 GR/GB:N/ISO:N ---- GR/GB:N/ISO:N GR/GB:Y/ISO:N GR/GB:N/ISO:N ` SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... ••.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER _ SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE • lUl TRANSFORMER LIGHT POLE • • 1 _ O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 1 ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE w� \ � � CATCH BASIN CULVERT". Noft h.lu � U 1 �A d REV 1 - ADDED HH#8000-074-2�� I -- ADDED 1 1 TH AVE E w � i STREET CROSSING = f \ DB(2)1.25" O W 2+25 PLACE NEW \ \ 14"OX24"AXS 400 TIER 8 HH AT p 042.56229799,-1 14.45983626 � ACCESS POINT ID:#8000-074-3 �J GR/GB:Y/ISO:N • z —'s f L:23, PREPARED FOR: DB(1)1.00" ` • �/� L M/21 - • C ETILSON ♦ W 2+05/W 2+45 T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com L: REVISIONS 46' � Ts DB(1)L " DATE I DESCRIPTION INITIAL / 02/03/23 INITIAL SUBMISSION RNC \ W 1+59 PLACE NEW B� 08/14/23 REV 1 NV / PI14"OX24"AXS 400 LT DUTY HH AT 042.56217106,-1 14.45976496 ---- ---- ACCESS POINT ID:8000-074-2 L:9' SCALE GR/GB:Y/ISO:N DB(1)1.00" SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C14 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C14 GAS LINE W WATER MAIN SEWER SD STORM DRAIN ` E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT • \ ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE �y lm \ \l_, LIGHT POLE lUl TRANSFORMER F 4+33 PLACE NEW d\ I 14"OX24"AXS 400 LT DUTY HH AT OS SEWER MANHOLE © GAS MANHOLE \ 042.56185595,-1 14.46020247 ® SEWER VALVE ® GAS VALVE REV 1- ACCESS POINT ID:8000-068-3-3.1 REMOVED CONDUIT I GR/GB:Y/ISO:N ❑T$ TRAFFIC SIGNAL GAS METER \ SHIFTED HH#8000-068-3-3.1 I L:7' © COMM MANHOLE ® WATER VALVE • ' &STUB SOUTH I DB(1)1.00" © COMM HANDHOLE HYDRANT • \ , I ; ® COMM PEDESTAL Q WATER METER ` I O DRAINAGE MANHOLE �)UTILITY POLE CATCH BASIN CULVERT DB(1)1.25" 1 F 3+58 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT \ 042.56164992,-114.46020490 \ ACCESS POINT ID:#8000-068-3-3 / ) GR/GB:N/ISO:N _ 7 \ Hr DB(1)1.00" Lu 7 o\ L:130' i \ DB(1)1.25" � UL F 2+28 PLACE NEW I� ! • I 14"OX24"AXS 400 LTDUTY HH AT Q \ I I I I 042.56129390,-1 14.46019970 ± ACCESS POINT ID:8000-068-3-2 "M GR/GB:N/ISO:N PREPARED FOR: � 1 L:8' 1.001, ETILSON w T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS . \ L 18 DATE DESCRIPTION INITIAL DB(1)1.25" 02/03/231 INITIAL SUBMISSION RNC 08/14/231 REV 1 NV SCALE ell 14W. � I SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C15 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C1 GAS LINE W WATER MAIN — SEWER SD STORM DRAIN L:7 L:49' —E POWER LINE 4/1. F1+12 I F0+93 DB(1)1.00" DB(1)1.00" [] ELECTRIC HANDHOLE QELECTRIC VAULT START OF ITD ROW q ELECTRIC METER m ELECTRIC CABINET �\-ND OF CITY OF TWIN FALLS ROW c ® ELECTRIC MANHOLE LIGHT POLE TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE \ _ F0+41 PLACE NEW 1 DB(1)1.25" TRAFFIC SIGNAL �G GAS METER 14"OJX24"AXS 400 TIER 8 HH AT )B © COMM MANHOLE ® WATER VALVE 042.56092842,-1 14.45997171 �� \ ACCESS POINT ID:#8000-068-3-1 — © COMM HANDHOLE HYDRANT GR/GB:N/ISO:N 4 DB(1)1.25L'122' ® COMM PEDESTAL ` WATER METER §N m DRAINAGE MANHOLE 0 UTILITY POLE (' ® CATCH BASIN CULVERT P �\ E 4+65 L:21' START OF ITD ROW DB(1)1.00" +,.. ../ END OF CITY OF TWIN FALLS ROW \ \ / L:252' E 4+00 PLACE NEW 1 DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT M �. w 042.56081555,-1 14.45997440 ACCESS POINT ID:#8000-068-3I U n \ GR/GB:Y/ISO:N Lu Lu E 6+52 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.56028214,-1 14.46019568 U .., ACCESS POINT ID:8000-068-4 p GR/GB:N/ISO:N Q PREPARED FOR: L:7' ' \ I DB(1)1.00" L:125' _ TIL ) ON \ T:(207(591-6427 F:(207)772-3427 _ info@filsonfech.com / REVISIONS / DATE DESCRIPTION INITIAL p 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV \ I SCALE _4• \ I SIZE B SHEET:1"=50' MATCH TO SHEET #C 17 SIZED SHEET:1"=25' DRAFTED BY: SHEET NUMBER Fly RNC C16 OF C19 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE J MATCH TO SHEET #C16 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE QELECTRIC VAULT E 7+77 PLACE NEW ELECTRIC METER m ELECTRIC CABINET �/�� 14"OX24"AXS 400 LT DUTY HH AT ® ELECTRIC MANHOLE I 042.55993937, TRANSFORMER -1 14.46020104 LIGHT POLE lUl 3 I I ACCESS POINT ID:8000-068-5 fY GR/GB:N/ISO:N QS SEWER MANHOLE © GAS MANHOLE \ _ ® SEWER VALVE ® GAS VALVE E 8+69 Q TRAFFIC SIGNAL � GAS METER L:222'\ © COMM MANHOLE ® WATER VALVE ( ) DB 1 1.25" )1.00" © COMM HANDHOLE � HYDRANT \ \ E 9+99 PLACE NEW ® COMM PEDESTAL `p WATER METER 14"GX24"AXS 400 TIER 8 HH AT \ . O DRAINAGE MANHOLE C-0)UTILITY POLE 042.55958276,-114.45980676 •� ACCESS POINT ID:#8000-068-6 ® CATCH BASIN CULVERT GR/GB:N/ISO:N t E 8+94 - J START OF CITY OF TWINFALLS ROW \ + T END OF ITD ROW co 7 U 1 Lu V - - LU 410 �A\ e PREPARED FOR: 4W ETILSON \ I T:(207(591-6427 F:(207)772-3427 41/ info@filsonfech.com REVISIONS ' DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION RNC • 08/14/23 REV 1 NV \ �\� ---- ---- ---- + SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C19 1 NOTES: 01GLINE0 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE —w WATER MAIN SEWER _ — SD STORM DRAIN �p R/W ' /W —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER .Z1 LIGHT POLE E 14+55 PLACE NEW L:9' 14"OJX24"AXS 400 TIER 8 HH AT O SEWER MANHOLE © GAS MANHOLE SEWER VALVE GAS VALVE DB(1)1.00" L:10 042.55959645, 114.45811450 <� DB(1)1.00" ACCESS POINT ID:#8000-068-9.1 4 Le J 4+80 PLACE NEW TRAFFIC SIGNAL GAS METER E 11+16 PLACE NEW GR/GB:Y/ISO:N I 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT I 042.55957289,-1 14.45749603 © COMM MANHOLE ® WATER VALVE L:8' 042.55958079,-114.45937224 DB(1)1.00" ACCESS POINTID:#8000-061-4 © COMM HANDHOLE HYDRANT ACCESS POINT ID:8000-068-7 E 13+31 PLACE NEW GR/GB:Y/ISO:N ® COMM PEDESTAL WATER METER GR/GB:N/ISO:N E 11+96 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.55957684,-1 14.45857428 O DRAINAGE MANHOLE �D UTILITY POLE 042.55958474,-114.45907586 ACCESS POINT ID:8000 068-9 L:25' CATCH BASIN CULVERT L:gp' ACCESS POINT ID:#8000-068-8 GR/GB:N/ISO:N DB(1)1.00" 1 L:117' DB(1)1.25" GR/GB:N/ISO:N " D B(1)1.2. L:135' L:124' L:3' L:T L:120' +, R L_ R/ __R W DB(1)1.25" DB(1)1.25" DB(1)1.00" 0B(1)1.00" DB(1)1.25"hp F �•"• as " as E M/a I -.,.`u. ice,, DB rl 0 ( i w a, w �a c„ LU —R/W R/W R/W LuLn } a o, 866 � � f PREPARED FOR: X i - � ETILSON 4 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV • ---- ---- ---- SCALE • SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER Fil RNC C18 OF C19 NOTES: _DIG_ LINED 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_0898AA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ••• •••••• FUTURE DIRECT BURY 1F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER STORM DRAIN E POWER LINE `, • • , , . / ` `. . + E] ELECTRIC HANDHOLE Q ELECTRIC VAULT W ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER LIGHT POLE it K n/ u • ` '-'� O$ SEWER MANHOLE © GAS MANHOLE R/W R/W ® SEWER VALVE ® GAS VALVE 1 C 14+88 PLACE NEW L:131' 16+19 PLACE NEW - 14"0X24"AXS 400 TIER 8 HH AT DB(1)1.25" 4"0X24"AXS 400 TIER 8 HH AT � ❑TS TRAFFIC SIGNAL � GAS METER 042.56306068,-1 14.44914580 I © COMM MANHOLE ® WATER VALVE 042.56306315,-114.44963200 ACCESS POINT ID:#8002-014-7 © COMM HANDHOLE HYDRANT ACCESS POINT ID:#8002-014-6 GR/GB:N/ISO:N ^ GR/GB:Y/ISO:N • ® COMM PEDESTAL WATER METER I r O DRAINAGE MANHOLE 0 UTILITY POLE 7 ® CATCH BASIN CULVERT 1888 REV 1 I • ADDED PERRINE COULEE �•• -•- ADDED CONDUIT ADDED HH#8002-014-6 1848 ADDED HH#8002-014-7co 1 0 1886 \ i U of ~ Am L C144 .. w I M/a w y PERRINE COULEE M/a M/a } PREPARED FOR: 1 113 1113 ETILSON 1:(207(591-6427 F:(207)772-3427 R/W info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION RNC - r 08/14/23 REV 1 NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C19 OF C19 1 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898AA 06 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;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—III I 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- o' CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—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 02/03/23 INITIAL SUBMISSION RNC II—III—IIh ALIGNMENT STATION(FT) 25 4"BORE HEAD. 08/14/23 REV NV —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF -To VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (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 0898AA 06 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898AA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL JJ 1� ++ +++ T+ ++ ++ �O T ++4 F++i 060.00 i DETAIL A SCALE 1 : 1 TILSON On a Mission T- (207)591-6427 R (207)772-3427 InfoOtIsontech.com TM oawvIIIl.+t;AND nE COPYRIGHT DRAWN:A Du Tod oeaMinp Ho ThIEREJP IS THE PROPPOMOf lVAA ATJD _ M4A-AXS-400R-ASSY-TDS REVISIONS A11AY NOT Be COPM WHOLLY OR•1 - DATE DESCRIPTION INITIAL PART.AtJD THE CC*r&M-HEREOF MAY CHECKED: D"^''g-,T'e NOT bE DISCLOSED TO At1Y TH;RD 0/ /23 INITIAL SUBMISSION R M4A-AXS-40OR-A$$Y-TDS 0 8/14 /23 REV 1 NV PART95 WTHOL.,wQ11-e4 CanETit- DATE: 14/10/20ZO IWW8+OLFS4AF91CA SCALE(A3): 1:6 - — 2o15r360106/07 -- — EVERfTE FACTORY PROMS,t-EOELBERG SCALE ROAD(RS501.KLIPRIVER 1871 PO 80X 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL.GAUTEtIG _'" SIZE D SHEET: NTS '5-+27 11 OW 7023 MAIL nfo*FYuo cozy SHEET D02 O F D 16 FILE NAME:TDS TWINID 0898AA 06 AXS 400 H H DETAIL DIGl1M_ Dig Line,Inc. 811 or 800-342-158S TOP VIEW T ` TWINID 0898AA 06 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A � A O O 450_00 RIGHT VIEW: i m - ILSON T. (207) 591-6427 F: (207) 772-3427 SECTION 10N A-A _ infoOtilsontech.com Tres C"WA 1G ARJC TF1E COPVROGW DRAWN: A Du Tort D-0wry lie: ?1eReOf 6TMPQOPPEA Y OF MJ:A AtM M4A-AXS-40OR-ASSY REVISIONS �4G5 38 MAT NW W N1HOUT OQ 114 DATE DESCRIPTION INITIAL PAIT•A1JD All OO"m-7P1W"MAY CHECKED: D.ew+q rat. 02/03/23 INITIAL SUBMISSION RNC /JOT 8f 06CLOSM TO AlSY"."M 0A4A-AY-S-40W-ASSY 08/14/23 REV 1 NV PARR WrR$OLr WVZT,&.,COuSEW. OATS: 17/08/2020 ---- ---- ---- MA1JMOl.ES&M:RICA SCALE(A3): 1:6 -- 201512WI06M7 -- -- EVEWE FACTORY PRSASE5.NBDEtbER • SCALE ROAD IRSM,%.[LIPRtVER 1871 SIZE B SHEET: NTS PO BOX 672 KLOR1VEIR 1871 MOVAAL,GAUB.G "MM44a SIZE D SHEET: NTS ta'27 11 900 J= OUR PRODUCTS BUILD RAETWORKS SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898AA 06 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898AA 06 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 2T.89 A I 20.79 19.69 20.79 , T I L S O N NQ On a Mission T: (207)591-6427 R (207)772-3427 ?.99 TM IDRAVAOGAI+o THE OOPYR1Gt DRAWN: A Du Torf [>rowe>ArlO. infoOtIsonlecn.com TMRI50F 15 TM PROPPEI Y Of M&A Al 40 M4A-AXS-500R-ASSY MAY PO 77,BE COPIED WHOLLY OR it REVISIONS PAFT.AI4D THE Care rS THMEOf MAY CHECKED: Drawing Tale- DATE DESCRIPTION INITIAL t NIOT 6E DISCLOSED TO ANY TKRD - 500R An CHAMBER REV001 02/03/23 INITIAL SUBMISSION RNC PA VIES WDTHOUT WTtCT&4 Ca 4SEW- DATE: 12/08/2020 08/14/23 REV 1 NV -A SCAL�A3).1.7 SECTION A A d0106/07 - — EVERITE FACTORY PR9WSE5,rIECaSErtG (b 21.89 — ROAD(R550).KUPRWER 1871 SCALE PO5ox 672 KUPRIVER 1571 SIZE B SHEET: NTS MD VAAA-GAL''e1G �J _ -U:+27 11 903 7023 NETWORKS SIZE D SHEET: NTS MOML 91fo111111"WaA m SHEET D04 OF D16 FILE NAME:TDS TWINID 0898AA 06 AXS 900 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 0993 0610 0898 r- 0558 SE C T10N A_A TWINID 0898AA 06 —o I — —� — TWIN FALLS,ID E KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL �--�+ DEEP MEDIUM DUTY ICT ACCESS POINT. — Ap I MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS, FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO. 0070—CIV-002—ASS — ALL OTHER DIMENSIONS AND MATERIAL Y - SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND 3D PART FILES. I CAD FILE REFERENCE C057—CIV-002—ASS. v CONFORMS TO THE MEDIUM DUTY (MD) REOUIREN_NT OF 4C kN ACCORDING TO SANS i882 2003 m \ tr m o _o - � .22 1 a o 80 30—j 0971 ' T SLACK o� BRACKETS - f 050 DRAINAGE T I L S ON O KNOf KOUT On a Mission T: (207)591-6427 F: (207)772-3427 InfoOttlsontech.com I DOME CLOSURE REVISIONS BRACKETS DATE DESCRIPTION INITIAL LS / 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV DRAWIt K H SCHMITT • � 900 R MD © CivllworkS grct,I- CHECKED: _ RE ESS 5 DEEP J 900 MM DIA x 90D MM DEEP, --FOR ID TAG DATE 2018-M12 MEDIUM DUTY ICT ACCESS SCALE GMKYJP P.0-BOX M KLIPIYER 1871 SCALE: PONT SIZE B SHEET: NTS EVERRE PP£S FACTORY PREMISES srsa•►9CEUeetGRON3 IaX>FUVEt SIZE D SHEET: NTS . AF A t�Mt.ML'NC TMt CO►AlOW fllLft t is TTE MO►ENT`'Ci VAL WORK& SECTION B—B T0.01t9037SOMO4W3, u+aWAY*WKt0P*0w.0LLYCta►.nt,A.%OT,tonntMTsrPlILft0FWAT SHEET D050FD16 EMAIL Obadt OOa NOT� 0llC A/E0 T0AW TMM "AT&S W-MC OLP*MTTEH:OitsfMT UI�T£ i .CDD FILE NAME:TDS TWINID 0898AA 06 CHARLES 101 - 8"XT PEDESTAL S DIG Dig Line,Inc. 811 or 800-342-1S85 TWINID 0898AA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 ? . 5 INSIDE .•s 7. 5 ' ' PADLOCK INSIDE °• HASP � � s LI .I D I 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION RNC OS/14/23 REV 1 NV SCALE SIZE B SHEET: NTS Iwiles. ��>� SIIE ORATING !14. ISS. SIZE DSHEET: NTS ,�, �' '� A I Q I H O 1 I - I I Q Q 0 P REV. SHEET D06 OF D16 THIS IS TIE'*YEIT-OF CXalF3 IN:USTII E7 LTD. uD SNIII 101 6E S[llF .181 UO I101 NIS 01 I-I1000'NP SNIIT I Of 1 IEMDIUCED. CRIE1 a 4F0 I.A°r M.■p IETII.E°T.l TO THFII IITEOTS FILE NAME:TDS TWINID 0898AA 06 CHARLES 104 - 12''Xl 1 " PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1S85 12 . 00 TWINID 0898AA 06 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION CITY ACTUAL r- 4 I 1 . 25 INSIDE _= LOCKING- _ HASP I I I I 22 , 00 I 38 . 08 I I 10 , 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOttleontech.com I REVISIONS DATE DESCRIPTION INITIAL I 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV 2I 37 SCALE . 150 I SCALE SIZE B SHEET: NTS AWh z ..a. SIZE oa,�wltiG NO. ISS. SIZE DSHEET: NTS I . B 1104HCII - IIOOOWP �E SHEET D07 OF D16 TNIS 11 TIE Pne[471 Cr C44PLES IswMIES LTD 440 SH-LL %cT 0I cog IT Swl pE�pDO'cED, CMIFD OP uSfS Is-A,r!PKl Dl71I-EMTII TO TIIIIk I-iNEiTL S<�LI IZS 104HO1 1-1 1 000-P SHEET FILE NAME:TDS TWINID 0898AA 06 TFSD-301 TYPICAL TRENCH DIG Dig Line, Inc. 2 14 TWINID_0898AA_06 3 TWIN FALLS,ID 1 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. 0 wmAt nissioN R V 08//14/23/23 REV EV 1 NV 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 0898AA 06 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 TWINID_0898AA_06 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 02/03/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 08/14/23 REV i NV 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR 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 0898AA 06 SD-304 GRAVEL ACCESS ROAD DIG Dig Line,Inc. 811 or 800-342-IS85 W/2 W/2 TWINID 0898AA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. If W/2 W/2 3 D 4 TYPE 2 N.TS. W/2 W/2 0 ­0 Ll NOTES: TYPE 3 O CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2X CROWN ON ALL ROAD TYPES. LEGEN D IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. (D 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 R (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIsontech.com BACK SLOPE WITH 4:1 BACK SLOPE O 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 AGGREGATEBASE COURSE Q PLACE 3' OF 3/4" ROADMIX GRAVEL. 70 ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED NTH PROPOSED PIPE LINE. 02/03/23 INITIAL SUBMISSION RNC APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 08/14/23 REV I NV DRY DENSITY. --- IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCTION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898AA 06 TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898AA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 G 0: Q.. 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 02/03/23 INITIAL SUBMISSION RNC UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 08/14/23 REV i NV 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 0898AA 06 SD-307 BORING AND JACKING DETAILS DIG Dig Line,Inc. 811 or 800-342-1S85 4 TWINID 0898AA 06 1 �n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 18, 24" D SKID DETAIL LEGEND N T �1 SKID CUT TO FIT. O2 CARRIER PIPE. Q 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 OUTSIDE PIPE BELL. 2 5 @ 2" X 0.050" STAINLESS STEEL STRAPPING. 4" O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O7 ANNULAR SPACE FILLED WITH SAND, GROUT, 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. le 3 NOTES: 1" MIN. CLEARANCE O 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 0 SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 tnPoOttlsontec.co SEC11ON A-A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m N.T.S. THE LINE AND GRADE AVOIDANCE OF CARRIER 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. 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV �0; IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR I CONSTRUCTION DETAILS NO SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898AA 06 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) TWINID_0898AA_06 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. 02/03/23 INITIAL SUBMISSION RNC © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 08/14/23 REV I NV 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 0898AA 06 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_0898AA_06 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 N 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 02/03/23 NITALSUBMISSION RNc DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 08/14/23 REV 1 NV 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 0898AA 06 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_0898AA_06 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. 02/03/23 INITIAL SUBMISSION RNC 08/14/23 REV 1 NV OD 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 "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 0898AA 06 TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898AA_06 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 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 02/03/23 INITIAL SUBMISSION RNC TOTAL 10.5 23.0 26.0 08/14/23 REV 1 NV 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. -- -- -- 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 0898AA 06