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HomeMy WebLinkAboutTWINID_0898FA_16_REV0-compressed DFN NAME : TWINID 0898FA 16 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS ID NODEFA 11 . .. i . .r— ail T � �•-C J -� = - .. raL 1 ' � • 1 � ��k r' r I / I ' � � rt c y � tea.- r .� � •:, ! x '� �f S '. ,. - r � � �. � � li M � - .. I •YTS -1 1 1' TDS ® ° "PERMIT LOCATION MAP Dig Line.Inc. PWI - w C C 5 C04 4 TWINID_0898FA_16 - TWIN FALLS,ID pop fr MATERIAL DESCRIPTION QTY ACTUAL # 02 ff Ol _ a .:� . ► } START PROJECT w - 42.58922758 / -114.46495957 016 Co ,�ti Its C 8 � FA 1 1 CD Q TILSON CD - a N T. (207) 591-6427 F: (207) 772-3427 Z PERMIT JURISDICTION ITD SHEETS: CO3-005 info®tilsontech.com O REVISIONS NEW UNDERGROUND 2,1 13' SHEETS: C 03-C 05 DATE DESCRIPTION INITIAL 04/28/23 INITIAL SUBMISSION PF PERMIT JURISDICTION TWIN FALLS SHEETS: Col -009 ul NEW UNDERGROUND 5,914' SHEETS: CO1 -009 ul EXISTING UNDERGOUND 0' SHEETS SCALE �I SIZE B SHEET: NTS < TOTAL FT 5,914' SIZE D SHEET: NTS Z SHEET A020FA03 CD TOTAL MILES 1 .12 FILE NAME:TDS_TWINID_0898FA_16 ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. F1il 7r HUi 1 DWG NO. SHEET NAME TWINID_0898FA_16 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-009 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH 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 . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . N D16 TFSD-805 STANDARD CUL-DE-SAC . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . N E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . T: (207) 591-6427 F: (207) 772-3427 Z E03 TRAFFIC CONTROL PLAN infoOtilsontech.com O . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS o .. . . .. . . . . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 04/28/23 INITIAL SUBMISSION PF . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 0 E07 HALF-ROAD CLOSURE MULTI-LANE ul Apll� . . . ... .E08. .. . . .. . . . .WOR.K.ON. PARKING. LA.N.E.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . a SIZE D SHEET: NTS 00 00 SHEET A03 OF A03 01 z 3 FILE NAME:TDS_TWINID_0898FA_16 It DIGUnE CONTACT SHEET ag Line,Inc. H ho o •.2 1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898FA 16 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 Nate Smith Network Specialist-Node Power 920-397-7733 TWIN FALLS CANAL COMPANY JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Q Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT N Chris Haskin Director-Network Engineering 608-664-4443 T I L S 0 N 0 N On a Mission N Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 v tnPoOttleontech.com Z O Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 w OTHER REVISIONS OChad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL a 04/28/23 INITIAL SUBMISSION PF Brian Thomason Manager-Network Engineering 785-477-8582 3 O Bob Perkins Director-New Market Implementation 218-568-2112 0 OI Jim Scibelli Manager-Field Services 208-996-2755 U -1 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE 'I Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS a SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898FA 16 ® DIOUM GENERAL NOTES ag Line,Inc. H huo1 -21585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 — INITIAL SUBMISSION 04/28/23 TWINID 0898FA 16 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED Q 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 0 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 N REPLACE FULL PANELS TO THE NEAREST JOINT On a Mission 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY N 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 tnPoOtilsontech.com z COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS O AFTER POURED. 0 ASPHALT: REVISIONS O 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT oa/26/23 INITIAL SUBMISSION PF MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. a 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN 3 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 oLESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER U BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION p 3008.800'S STANDARD DETAILS. UI 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT ,ol 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 < AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SIZE D SHEET: NITS co co SHEET B02 OF B03 0 Z FILE NAME:TDS TWINID 0898FA 16 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C c AERIAL CABLE A ag Line,Inc.A CONDUIT SCHEDULE h„ .,. Hui, :�,,�� EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT z z z z z DBE DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E u/E DBDIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS c c— CORE BORE C—————— DBDIRECTIONAL BORE 3 1" EXISTING UNDERGROUND OIL —oIL OIL DIRECTIONAL BORE CONDUIT —Da Im DB 1 L25" DIRECTIONAL BORE 1 1.25' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25"IDIRECTIONAL BORE 2 1.25' TWINID 0898FA 16 EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25"1011RECTIONAL BORE 3 1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —SD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD CENTERLINE —C/L —C/L EXISTING UNDERGROUND WATER RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl ELECTRICAL HANDHOLE(EHH) [ElCITY,COUNTY OR STATE BOUNDARY LINE — — — — — ELECO VAULT(VLT) O PROPERTY LINE FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) Q C� SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER N STORM DRAIN MANHOLE(DMH) T I L S is N EXISTING COMM LINE , On a Mission N CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 v EXISTING GAS LINE , InfoOtasontech.com z O CULVERT(CUL) 0 , REVISIONS EXISTING POWER LINE Q GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE a 04/28/23 INITIAL SUBMISSION PF 3 GAS VALVE(GV) ® , EXISTING SEWER LINE GAS METER(GM) G , EXISTING WATER LINE 0 UI UNKNOWN MANHOLE(UMH) OU 0 UI UNKNOWN HANDHOLE(UHH) n SCALE •0I SIZE B SHEET: NITS UTILITY POLE(UP) �QO SIZE D SHEET: NITS Co o LIGHT POLE(LP) SHEET B03 OF B03 0 Z TREE FILE NAME:TDS TWINID 0898FA 16 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE FA W N B R OO K CT L.182' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" ' L:329' ELECTRIC METER m ELECTRIC CABINET DB(1)1.25" f (E) ELECTRIC MANHOLE U TRANSFORMER L' LIGHT POLE D 1+86 a OS SEWER MANHOLE © GAS MANHOLE D 2+03 i ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE w � © COMM HANDHOLE HYDRANT 1554 3 jr ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0/)UTILITY POLE ® CATCH BASIN �\CULVERT n � 4 cob 04 03 02 I nMf�b' D 3+23 PLACE NEW I - 01 15 14"OX24"AXS 400 TIER 8 HH AT 3. 042.58963742,-1 14.46516430 6 ACCESS POINT ID:#3000-013-2 GR/GB:N/ISO:N 1563 c f 1563 c 8 1563 — - C09 156 'f-011are od L:93' DB(1)1.001, A 0+00 EXISTING AXS 400 LT DUTY HH AT PREPARED FOR: L:336' 042.58922704,-1 14.46495870 DB(1)1.25" IF PLANNED STRUCTURE 1 563 1 563 1563 15 IS NOT YET ET INSTALLED, ED98FA_02) CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#3000-014 ETILSON : GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 info@filsonfech.com '0' 0 1542 1544 REVISIONS DATE DESCRIPTION INITIAL 04/28/23 INITIAL SUBMISSION PF SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C01 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •....• FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAINE W WATTEER MAIN SEWER ' STORM DRAIN E — POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE 1 © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE 0/UTILITY POLE CATCH BASIN V �\CULVERT Tr ITdR/f1r1yM� 4 cob 04 03 U 02 ° I awi•tl' Ol Lu Lu I I a ,�2/� V) C O r o; C 8 U w_ � w \ •c49larre ad Co' 4P. f \ PREPARED FOR: A 4+07/C 0+00/D 0+00 PLACE NEW 411 22"OX21"AXS 500 HH AT T I L S O N 042.59033611,-114.46499040 1 ACCESS POINT ID:#3000-013 T:(207(591-6427 F:(207)772-3427 C 3+33 PLACE NEW GR/GB:Y/ISO:Y L info@tllsontech.com 14"OX24"AXS 400 TIER 8 HH AT L:78' REVISIONS 042.59010409,-114.46593450 DB(2)1.25" DB(3)1.25" ACCESS POINT ID:#3000-013-1 DATE DESCRIPTION INITIAL GR/GB:Y/ISO:Y DB(1)1.25 C 1+41 /D 1+41 I 04/28/23 INITIAL SUBMISSION PF / A 3+29/C 0+78/D 0+78 {/L4 IN A 3+23 W DB SCALE FAWNBROOK CT M SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF CO2 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE " IL ELECTRIC HANDHOLE Q ELECTRIC VAULT E ELECTRIC METER m ELECTRIC CABINET !1 -0(E) ELECTRIC MANHOLE �y E M/a -- M/a U TRANSFORMER LIGHT POLE 3 O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER OD DRAINAGE MANHOLE C-0)UTILITY POLE ?� �•_ _ -1 CATCH BASIN CULVERT I� F- .!1 !93 a 93 - _- M M�p W W cob 04 03 Q DB DB DB 02 U M b E — E I rhnh RAWV u A 12+27 PLACE NEW L:280' A 9+47/B 0+00 PLACE NEW L:211' L:18' B 2+l 1 PLACE NEW 01 w 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" DB(1)1.00" 14"l7SX24"AXS 400 LT DUTY HH AT 042.59178473,-114.46591480 DB(1)1.001, 042.59178748,-1 14.46487640 042.59179143,-114.46409450 w ACCESS POINT ID:3000-010 ACCESS POINT ID:3000-01 1 ACCESS POINT ID:3000-01 1.1 6 GR/GB:N/ISO:N GR/GB:Y/ISO:Y - GR/GB:Y/ISO:Y A 9+18 C END OF CITY OF TWIN FALLS ROW O START OF ITD ROW -106' a C 8 DB(1)1.25" U C09 CQ - G A 8+41 PLACE NEW \ 3 14"OX24"AXS 400 TIER 8 HH AT 042.59152486,-114.46496220 f I \ PREPARED FOR: i ACCESS POINT ID:#3000-012 GR/GB:N/ISO:N rr L:433' ETILSON T DB(1)1.25" T:(207(591-6427 F:(207)772-3427 S info@filsonfech.com W REVISIONS \ DATE I DESCRIPTION INITIAL 1 658 04/28/23 INITIAL SUBMISSION PF \ SCALE 3- SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF CO3 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB- PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT R - R�W ELECTRIC METER m ELECTRIC CABINET E E E E E ® ELECTRIC MANHOLE �y r .� U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE -All- --dM! ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 3 ® COMM PEDESTAL Q WATER METER S - _ O DRAINAGE MANHOLE 0 UTILITY POLE Tfl CATCH BASIN CULVERT )�dQ/f1rLMl w - - - -w cs C04 Lf) M Q DB DB DB DB DB Q U M N -- 3 M 3 3 N 3 - 3 M N U 1 02 L:440' A 15+71 PLACE NEW L;11' L:344' L pl DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" DB(1)1.25" r w - 042.59178091,-114.46719297 w w saw ACCESS POINT ID:3000-009 w 6 GR/GB:Y/ISO:N (n _ (J) c . 0 O u u C09 G I' F PREPARED FOR: • w • � TILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 3 04/28/23 INITIAL SUBMISSION PF SCALE w SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C04 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE —W WATER MAIN SS SEWER _ SD STORM DRAIN E POWER LINE W — �V.//�^Z} E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ' N ELECTRIC METER m ELECTRIC CABINET E M�a — E E ® ELECTRIC MANHOLE UTRANSFORMER A 24+92 Q LIGHT POLE EXISTING AXS 500 HH AT = O SEWER MANHOLE © GAS MANHOLE W 042.592071 13,-114.47020581 ® SEWER VALVE ® GAS VALVE •� IF PLANNED STRUCTURE - (SEE DFN:TWINID_0898FA_01) ❑n TRAFFIC SIGNAL GAS METER IS NOT YET INSTALLED, W © COMM MANHOLE ® WATER VALVE CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#3000-005 © COMM HANDHOLE � HYDRANT GR/GB:Y/ISO:Y ® COMM PEDESTAL Q WATER METER L:109' Q O DRAINAGE MANHOLE 0/UTILITY POLE DB(1)1.25" ® CATCH BASIN �\CULVERT [13 ad W - C 5 co4 — - DB DB DB O _ 02 3 3 3 3 MM�� M 21 3 � ddbh A 23+83 PLACE NEW L:129' A 22+55 PLACE NEW L:244' A 20+11 PLACE NEW L:9' uol 22"OX21"AXS 500 HH AT DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT DB(1) 042.59177197,-1 14.47020980 042.59176802,-1 14.46973240 042.59176901,-1 14.46882580 1.00" w ACCESS POINT ID:#3000-006 ACCESS POINT ID:3000-007 ACCESS POINT ID:3000-008 LLI 6 GR/GB:Y/ISO:Y GR/GB:N/ISO:N GR/GB:N L 16' L:10' C DB(1) . DB(1)1.00" O 532 C 8 � U cog _ Q PREPARED FOR: � TILSON T:(207(591-6427 F:(207)772-3427 — info@filsonfech.com 1 REVISIONS 512 DATE I DESCRIPTION INITIAL 04/28/23 INITIAL SUBMISSION PF 1 SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C05 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 01 GAINE W WATTEER MAIN SEWER SD STORM DRAIN —E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET I� ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ' — ® SEWER VALVE ® GAS VALVE D 6+22 TRAFFIC SIGNAL GAS METER 1539 © COMM MANHOLE ® WATER VALVE D 6+58 PLACE NEW 1520 (,' COMM HANDHOLE HYDRANT 14"OX24"AXS 400 TIER 8 HH AT ( ® COMM PEDESTAL Q WATER METER 042.58871895,-114.46512950 11 ACCESS POINT ID:#3000-013-3 1520 OD DRAINAGE MANHOLE UTILITY POLE) GR/GB:N/ISO:N - ® CATCH BASIN CULVERT L:9' DB(1)1.00" 1 \ 1520 4 I cob C04 L:321' DB(1)1.25" 4021520 1511 D 7+55 C C 8 �1 1487 Cog 'f-011are od RAW RAW PREPARED FOR: 1479 DS+85 &lift ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com i D 9+09 1471 REVISIONS DATE I DESCRIPTION INITIAL 04/28/23 INITIAL SUBMISSION PF _ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV PF C06 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAINE W WATTEER MAIN SEWER SD STORM DRAIN � —400 TIER 8 HH AT E POWER LINE 14"0X24"AXS 40 D 9 0 PLACE NEW I IL ELECTRIC HANDHOLE QELECTRIC VAULT 042.58794607,-1 14.46463320 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:#3000-013-4 I ® ELECTRIC MANHOLE TRANSFORMER GR/GB:Y/ISO:N LIGHT POLE 1441 L:322' O SEWER MANHOLE © GAS MANHOLE 1435 DB(1)1.25" ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER 1441 r I © COMM MANHOLE ® WATER VALVE ` ©dw COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER 1441 O DRAINAGE MANHOLE Q/UTILITY POLE ® CATCH BASIN �\CULVERT u I ,� ITeP'�r1r+M� cob 04 _ - 02 410 f•�MRb' _ 0 � I � 6 1437 C 8 rr 1418 C09 €altarre od 143 a f 14 1431 Icf _ PREPARED FOR: D 13+02 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 0 -114.46466000 ACCESSCESS POINT ID:#3000-013-5 ETILSON GR/GB:N/ISO:N . T:(207(591-6427 F:(207)772-3427 info@filsonfech.com L:96'(1)1.25 REVISIONS DB " I - DATE I DESCRIPTION INITIAL 04/28/23 INITIAL SUBMISSION PF L1415 1415 141 SCALE 141 W SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C07 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 W WATERMAIN SEWER SD STORM DRAIN F 1+18 PLACE NEW —E POWER LINE Of 14"OX24"AXS 400 LT DUTY HH AT IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.58679652,-1 14.46446170 1411 D 13+98/F 0+65 ACCESS POINT ID:3000-013-6.1 ELECTRIC METER m ELECTRIC CABINET GR/GB:Y/ISO:Y ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE L:65' ® SEWER VALVE ® GAS VALVE DB(2)1.25" L:54' TRAFFIC SIGNAL GAS METER DB(1)1.25 © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER I O DRAINAGE MANHOLE 0/UTILITY POLE ® CATCH BASIN �\CULVERT u D 14+63/F 0+00 PLACE NEW Emponruml 14"9DX24"AXS 400 TIER 8 HH AT 042.58662048,-114.46466280 _ ACCESS POINT ID:#3000-013-6 4 GR/GB:Y/ISO:Y cob C04 139 L:275' 02 DB(1)1.25" f•.MRb' 01 r 1373 i 6 I - c 13 b C8 Cog ` �oltere od 0 i � PREPARED FOR: ETILSON L:56' T:(207(591-6427 F:(207)772-3427 DB(1)1.25" info@tilsonfech.com E 1+20 PLACE NEW ; = REVISIONS 1341 _ 14"OX24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL 042.58586047,-114.46447103 04/28/23 INITIAL SUBMISSION PF ACCESS POINT ID:3000-013-8 ISO:N D 17+38/E 0+64 L:130' 1341 DB(1)1.25" SCALE 1363 DB(2)1 25" SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C08 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C OD - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN �"V ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898FA_16 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C08 GAINE W WATTEER MAIN SEWER D 1 7+79 SD STORM DRAIN 1358 —E— POWER LINE D 18+03/E 0+00 PLACE NEW IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"OX24"AXS 400 TIER 8 HH AT 042.58569034,-1 14.46470040 ELECTRIC METER m ELECTRIC CABINET 13 ACCESS POINT ID:#3000-013-7 r� 1346 1358 ® ELECTRIC MANHOLE �y GR/GB:Y/ISO:Y U TRANSFORMER 11 LIGHT POLE L:112' - O SEWER MANHOLE © GAS MANHOLE DB(1)1.25" E 1+96 ® SEWER VALVE ® GAS VALVE } ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE Q/UTILITY POLE r ® CATCH BASIN �\CULVERT 4 • # _ - - - / E 2+50 PLACE NEW C 5 oa - 14'OX24'AXS 400 TIER 8 HH AT Ion 042.58551487,-114.46457296 ACCESS POINT ID:#3000-013-8.1 I i 02 GR/GB:Y/ISO:Y D 19+15 PLACE NEW 731 Ol 14"OX24"AXS 400 TIER 8 HH AT 042.58539906,-1 14.46483580 rl ACCESS POINT ID/GB:Y-0SO:Y 6 GR/GB:Y/ISO:Y 621 621 - - � c LC 8 C09 'C-01lerrt od PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL f 04/28/23 INITIAL SUBMISSION PF SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV PF C09 OF C09 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. H . ' ho o •.2 1585 TWINID 0898FA 16 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 I—I I—III—III—I �I I�I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 1a I I-I I r-I 11a I-I I -I I-I I I FINISHED GRADE BURIED CABLE H H IN GRASS -III-III=III=III=II-111 I1=11rIII- REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I—I 11�=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=I I I—I I I—I I1=I I I�I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I-I I�I I I�I I-I I�I I I-III-III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL I; =III=III Ell-1I1 I= CONDUITAS SPECIFIED E/W CONDUIT TO R/W 11-I I ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED I —1I 1=I 1I i &FIBER OPTIC CABLE 11, iI II I1- 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 11—III=111 1=111—I1I-1 1ill-1I 446�� O REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III —I I I= 3'MIN AND TYP.DETAIL F 4"DIAMETER BORE HOLE Q 0 24"MIN. 0 J G G �lll I ICI I ICI II 111--�ICI I I ICI 11=1 II—L1 N w 30"MIN. I-III—I I�I—I I�I I I—III—I I T I L S O N U -2 -2 REFER TO 11—I I I-1 I1—I 1-1 11�1—I I— .I I--III—IIIII--I I�I—II I�I�I II ICI I—II—I II I—II—I I= On a Mission N 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 DETAIL II1I InfoOtIsontech.com Z -4 -4 AND/OR HDPE's,AS SPECIFIED I=I1I—I 1=1 1�1-1 1; O SD S SS &FIBER OPTIC CABLE =I I Il I—1I1=III—III= `—I 11=1 11=1 I�11=I I 24"MIN. 24"MIN. i1� REVISIONS a _6 _6 IIII I� DATE DESCRIPTION INITIAL IEI II—III—III—II 04/28/23 INITIAL SUBMISSION PF a ALIGNMENT STATION(FT) 25 I�I I� I' I I I�1I1- 4"BORE HEAD. CONDUIT ASSPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER MBER OF > TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR 0 (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& p CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE UI FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING '0I GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO SIZE B SHEET: NTS LL REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE , SIZE D SHEET: NTS 00 (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOl OF D16 00 (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898FA 16 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. TWINID-0898FA_16 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F++ ++,�+++ + + ++ f� ++ ++� F++ -- _ 080.00 Q DETAIL A SCALE I : I N TILSON N On a Mission N T: (207)591-6427 F: (207)772-3427 v InPoOtIsontech.com o rows C"VO.+a^140 ate Cov.w-.W DRAWN:A Du Tod o►o ro r w o neaeo►R"Poo"""or run♦►ID M4A-AXS-400R-ASSY-TDS REVISIONS "AT NOT K COPW Wg0"T O•a1 DATE DESCRIPTION INITIAL onaT A"D Tm CO► "m-►arD=rv.T CHECKED: Oro"Tar 04/28/23 INITIAL SUBMISSION PF NOT K OKCLOSW Pp ANT"M 3 VAVM wA**W ire.+Co"aw DATE: 14/10/ZO2O M4A Ax5 400R-ASSY-TDS I 0 SCALEIA3): 1:6 o - �ctsraeoro•rw vI r4am rnC901T!mod_MDOIuIIIIIING SCALE 90AD 11a"M n ft""1671 SIZE B SHEET: NTS ro< MOVAAL 0^4" G SIZE D SHEET: NTS co *d ov 11.o•`o•s SHEET D02 OF D16 of I V AL rdo*m4o Coso 0 Z FILE NAME:TDS TWINID 0898FA 16 AXS 400 H H DETAIL ® D1GUM ag Line,Inc. TOP VIEW i + TWINID 0898FA 16 PHOTO RENDER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A 0 0 - -soo0 RIGHT VIEW m � I Q C N TILSON o On a Mission N - T: (207)591-6427 F: (207)772-3427 v InPoOtIsontech.com Z SECTION A-A o 'M'.00AM40G"o JW CJ01112COW DRAWN- A Dv ToA REVISIONS NOROF L W 0�h OF Ww A►4 M4A-AXS-40OR-A43T Q m 40S 38 %"V tam K 00m WIC%LT 01$4 DATE DESCRIPTION INITIAL 0^JT Ake M ODlld"r3 71l�!'Or MAC CHECKED: o.~►o BAO 04/28/23 INITIAL SUBMISSION PF NOT K OOC LQM TO Aviv M4A-A0-40W-ASSY DATE )7/08/2020 0 U MAlItp�S�A/K.► o �tl/�p10�/0>• SCALF(A3): 1:b UI Malre f^C?0d"MlWtS,►aDRJewo SCALE b'C fmssct-K&Ve w owl SIZE B SHEET: NTS a ►O Box�CLOww"Ion •IMOVAA L,GA VAG SIZE D SHEET: NTS co 00 qL y7 "ASHEET D03 OF D16 MAL;wvOwde ce m 0 Z FILE NAME:TDS TWINID 0898FA 16 AXS 500 H H DETAIL D19 Une,Inc. 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(207) 591-6427 F: (207) 772-3427 v infoOtilsontech.com Z O REVISIONS DATE DESCRIPTION INITIAL d 04/28/23 INITIAL SUBMISSION PF 0 3 `m 0 U 0 U SCALE oI SIZE B SHEET: NTS < t1�rr�r bllE wb 140 SIZE D SHEET: NTS 00 00 A I (� I H CI ( I ' ( Q 00WP SHEET DO6 OF D16 I I rt �1wt.• •wl.tnr• er rw 1 f tl t 1-11 nttl► MU► I I 3i. �rr6~ w�'.o�COt�c��•�i�itsn FILE NAME:TDS_TWINID_0898FA_16 CHARLES 104 - 12"X1 1 " PEDESTAL ® �°mxm"-- Diq Une,Inc. 811 or 800.342.15% 12 . 00 TWINID 0898FA 16 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( 1 I 22 , 00 1 38. 08 1 I LJ ' I < 10 , 00 _ N -r- TILSON On a Mission N T: (207)591-6427 F: (207)772-3427 v I InPoOtHsontech.com Z 0 REVISIONS 0 I DATE DESCRIPTION INITIAL d 1 04/28/23 INITIAL SUBMISSION PF � I 21 . 37 SCALE . I50 U � 1 vI I SCALE SIZE B SHEET: NTS < I sit OurirltG p SIZE D SHEET: NTS co 0 1 w =� B I O 4 H C I I I I O O O W SHEET D07 OF D16 g � Z � � ril�ide�~i�..�.K�MM1Ka�l�lti teil�i� Kl[ t1S IAM011-IIOOOM FILE NAME:TDS_TWINID_0898FA_16 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. h Huai -2 T5g5 TWINID 0898FA 16 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL LEGEND Ile __ m sm, : all pm r, I 1.7 IMMM > � :VAS rDZX SM SAW.ftrl(&� (WE 13TY- F nM FA4s VEWSICN5 SECT M 30A Ix ',MAWM TAK T4 K Ir MOW[ '0*V PW_ ' Q 3 OC K S M WIDTH WAY BC KAPP N" VATH VUTIM PDUMS54tt DF CW EN004EM MNOTMS TILSON N O N yay,� On a Mission c� T: (207)591-6427 F: (207)772-3427 v InPoOtIsontech.com 2: pm l o REVISIONS Q ISHFAM SPAN MM 13AW FIR -3U(WE .30X. DATE DESCRIPTION INITIAL 04/28/23 INITIAL SUBMISSION PF ',ld C�OYQf ON17)P OF 7µTEA, �71�y STCtD1 Arm g7� P9PE�� 3 0 u UI SCALE '0I ..j SIZE B SHEET: NTS a ' I �I Q; s SIZE D SHEET: NTS 00 AV� SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898FA_tb TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 H Boil •.? 15 9 9 g g 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898FA 16 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL A SPHALT 10 10 PAVEMENT GRAVEL 7 EXISTING B 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 05 6 2 12 11 6 EXISTING OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATER D PTH- MINUS IISHOTHERWISEED GS ECIIFIIED.ATE BASE (MIN.) UNLESS TYPE "P" 10 0 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. 0 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OOVERLAP APPLIES 4" WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MINIMUM DISTANCES. M IS BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH 0 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. 446�c Q ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF B C. INSTALL NEW ASPHALT TO GRADE FABRIC. _ CONCRETE PAVEMENT. C. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH _ 0 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. CONCRETE PANEL. L 5 0 (D OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. N SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 v infoOtilsontech.com z 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). O o Ir12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL O 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 04/28/23 INITIAL SUBMISSION PF PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AWOO TO K WCOXILAFt a1W4M PATH. CRI SLM SAWWTM• (SW O'GF 'o T1YW F'kd-% RE SH)NS SECTION 3D7J. O OI SCALE '0I SIZE B SHEET: NITS <I CITY STREET CUTS AND STANDARD DRAWING OF N0 �S D- 3 0 3 SIZE D SHEET: NTS 00 TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 (DI Z FILE NAME:TDS TWINID 0898FA 16 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. 1985 I wJr TWINID 0898FA 16 TWIN FALLS,ID - - p tiny a �• 9 � �- V- • .� 1 MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KTA 0 — W. 0 t TYPE 2 %TS r � t . t 7 e NOTES: TYpr Q C a CPA'& �4 ROAD WAY VARY , i M` P-MS ION tOCAIM Q @j P*&AK m awwo ow *" NOAD rms LEGEND © .NN wAT Pt1O%T tK ST A�Cwe p n.TURAt opawo T I L S O N — v11CTM MUST tVE AT IEbT M" tA�t ,-, MIQTPt.IJ' uMIL:S OfKJHrSt 9rLtrlm j0 nAa r wm Cr 3/4- MMYi GNva AO�ncmt( �D 90NRC. pTGtS %tAU HAVE A W&AN COYPACTO TO 95X DAY DE egri On a Mission N 3 1 ►at SLOP[ aB A 1 SLOPIC K O Qrm Twgm S1E1 411 PASAW O'ASS VAT;N E05*4 T- (207)591-6427 F- (207)772-3427 v MOMONO� >X eA f W4 Oi tnPoOtIsontech.com Z SACO(o. aE 11 ylA4 1 1( • INRJY t t A PtA►M I(f Cs e- W.JS PMft C..IO11 CC1rACM TO 9?; secx s1.�c wnt . + eAa stop[ � O o[cowpt4 r, rK ►Loww Lott a }a of 002ft o OPTC1t sn„u w v~m Cr$• mow REVISIONS Qa Pu►a �� as 3i•• ru a.tn g go 04 T� PIPINGOil VGA DA*'RAI%�Va� M O DATE DESCRIPTION INITIAL e PNOPOSEp P►f lrE 04/28/23 INITIAL SUBMISSION PF 3 AGPRC"rED lD.C1H AW rvvE 7 Q PtA►Ct r OF•- NWVS PiTVM vIA'+a cot+oACTLD TO ea; � oN,r txttm N M O IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING UIFOR PtJKX , KS ROAD N0i' SD-304 SCALE SIZE B SHEET: NTS a SIZE D SHEET: NTS co co SHEET D10 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898FA_tb TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. H Huai •.2 T5g5 TWINID 0898FA 16 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL "^ Kfflft tr RUM lid-#*dLuf pi; . IgIF I a - �. .� 51.qr v r _Y E 7- � sus arm CLE Q �A q --- �: N NOTES TILSON o I �• On a Mission N ENIMPALC UNCKFL -F -zwww,vvmirQ• _ _ T- (207)591-6427 F- (207)772-3427 vIMML illft YPE 111111LAST, V@QWM 0 QRrATER tnPoOtIsontech.com o Il ?°te1' fti:?�MS1N 2+'I�h�' i Qt i�i dR dAl[J1Sf 1 0 7ER —.f TRA3Ei REVISIONS LOU C* =0ACTAk& O PER 3=bM % - � �, DATE DESCRIPTION INITIAL Q -+-�_!�J 04/28/23 INITIAL SUBMISSION PF 3 vmuTr�vtwp.Ca 1 SWAN4Y WAY u 11E f M GR ON _ By vw o REFA lm USNO fRGUT_ IF PMOM xf1E OREATER THAM 7Y wpbt rur MAW AN A if w wmrr8AL Aw A 7 6aAAfE FUOF U5E G011RxCiET] PEA �U1 �1M A — 30' lil HORMIMTAL SMARA7M FR(M D7CPM �OTY IpLmt W GW_ o UIL!<MM kMll=97hrtJCIREt 7PPIOa14G FE C1�Y itr �IDKMIWL UI " � SCALE '0' SIZE B SHEET: NTS co WE N SIZE D SHEET: NTS a 0 TRENCHT, SD" SHEET D11 OF D16 00 0 z 3 FILE NAME:TDS_TWINID_o898FA_tb SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. • TWINID_0898FA_16 / v TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 24• �D SKID DETAIL LEGEND N T>c O yap CUT To PTT 20 CANNQ POPE O3 •'.a' Ctom OM F.tAM000 SIM% 01I cOWvIcIld"T IAwCA= CAW-, W9, ATOMS (C•►W Mc CO APPRI 9L9STTR:110N 13' CAAN IM F4F[ Z SPACLWS PVt STn CAM W FVL 3 9ACRS I'R SACK) 4 SU001N SIM CAINC 31I W% *OLL "CKM[Si MR dA CIP 1' CNEAID TNAlb CAfII WE KU O 011TSM II !dl 2 4 © Y i1 COW STAftXSS SR& SToJRVIC. 4' QC. TUTN A Mk CI TA10 SV WS IKTOM PTTt AOItIR 45' AP LLA1t SIOAC9 IBLID MTN SAAQ, GMOUT; 31W CRALQ OR "V2 MAMMAL AS AMWM B1' 1E [MOhtR 7 N {ij NOTES: um asmma v A IItTmw pwo rom% et "slop SIom .I L S O M TNTS DUAL is USED. Sti61MT aTw o aRANI IUt AP"OVAL BY TIC C%GV4W§ " M .. _ TO CONSTN.1CllOr N SECT �T A .mmw pISC msm OF AI III ION (207) 591-6427 F: (207) 772-3427 z ION AAA OF M 0 ovO,PV9 U000tT, ACN9%tMCNT infoOtilsontech.com SEC I O 1NE LP4E ANO CRAM AVMANM W C h T AAIIIEA o P" ILOATAT1 K MO F%,M OF AMt^M SP*Q REVISIONS BCTIM C&WK PVC A%V CANNOT POL ALL O Ia TIt APPROVAL SP TMt t1 QWW 01111111011 10 DATE DESCRIPTION INITIAL d MTALJK THE FEE 04/28/23 INITIAL SUBMISSION PF t) 3 a� 0 JVtS U �I IDAHO STANDARDS BORING AND JACKING STAN�� ORAWNG SCALE FOR CONSTRUCT S DETAILS SD-307 SIZE B SHEET: NTS Q SIZE D SHEET: NTS Co cc SHEET D12 OF D16 01 z 3 FILE NAME:TDS_TWINID_0898FA_16 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1O1M ag Line,Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898FA_16 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL /YR3M MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED NTH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: Q O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. N © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. 0 Cl) 0 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. 0 m MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED N O T. (207) 591-6427 F: 772-3427 � ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOttlsontech.coh.co m Z CASE LESS THAN MAJOR COLLECTOR THICKNESS. O o O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS O 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. 04/28/23 INITIAL SUBMISSION PF 3 © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. U OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET p BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE U APPROVED BY THE CITY ENGINEER. SCALE �� I,ZD7IZI SIZE B SHEET: NTS d CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS 00 OF N0 TFSD- 801 SHEET D130FD16 01 0 TWIN FALLS SECTION z 3 FILE NAME:TDS_TWINID_0898FA_16 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. h Huai •.215g5 [STEM rem I SmIllm ism 51 Ama-m Or**r WIWI TWINID 0898FA 16 TWIN FALLS,ID 'StEE ' 7 MATERIAL DESCRIPTION QTY ACTUAL FT lvArr rn ewA" up"fl4.aC" WMAM LA)" b70ti]lM f mI Mr fl.% i7 t5 27 SG � 24 3t kd 44 (70) 1*4 (t"] Wrp 12MO] TOTOL Ia5 "& iA "Tenv ouuocr ocr4cm g* LO 7,10 'rJ3 vw.Up-art'A%IT jd �- Al.rrA%AR� 9+t9rr Y`9ww CAM F ' � B um L!t:.dLY -DJ @, ` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa ITE B M OQRwFII wwu4 r.. , _ emu T +il� i '9�B�Cs7 �� LwjA Pmw IIIIn,rwff�wuwj(SEE GTY OF rmW F*LL9 W►5TER 7IRA W*tTAT*N KW/)i ' . . .:_ N TILSON On a Mission Z ',Saf1 fifS�Yi +CAW LE UM T: (207)591-6427 F: (207)772-3427 � _ tnPoOtIsontech.com Ag O UT N no AJOR COLLECT113111 - i_ w of CM&MIXwj REVISIONS DATE DESCRIPTION INITIAL a 04/28/23 INITIAL SUBMISSION PF 3 ' O O 19[rE9tJIBF�' kF4'1ED SS1 SCALE SIZE B SHEET: NTS a Q Ty Y�� AL TANIDARD WA � SIZE D SHEET: NTS Co (00 DI > STET E � N TFID-• SHEET D14 OF D16 z 3 FILE NAME:TDS_TWINID_o898FA_tb TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. h : . Huai •.2 15g5 --- lb iwm Or-ALLEyi TWINID 0898FA 16 TWIN FALLS,ID • %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS SITS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE 111—NEW ALLEYS its-- - .- -- TYPE. IV-NEW ALLEYS � < � — Q M 1: �.at Mr,mP atodo m, TILSON On a Mission N T- (207)591-6427 F- (207)772-3427 v tnPoOtIsontech.com Z NOTES O qgy Nw REVISIONS Q ,yam, �' - - DATE DESCRIPTION INITIAL �moms No 4w mm—,wr IV,m-Km"a wK 17 04/28/23 INITIAL SUBMISSION PF ice. _ 1T VfA;,M IW SUEKKAW,50JU!ice!WIfIRONM BY L -ADW . 0I VERWJL I UN LLI SCALE "0' SIZE B SHEET: NTS ` )? � L pA E LL '� SiANDIM SIZE D SHEET: NTS OF o I" PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898FA_tb TFSD-805 STANDARD CUL-DE-SAC It D1O1"E ag Line,Inc. h Huai •.215g5 FOR FIRE ACCESS ROAD SEE TFS0- TWINID 0898FA 16 TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL f' J ' 7 VON"M4=ollpt" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-W TO RAPOM ,X AMEN ML 0 UT ll . 01 37REer C=iIXIRlCd W %TKV OM 15 TAT GM CqX_GE_$M ORCM :I[IR AflLLED C4:qi, 2 aL 4Pk E_ Q M TILSON N N 51111111mt r" riUX34 M Impm/�►"ft-w u"m mmtm On a Mission N LJLYER [wP#el T: (207)591-6427 F: (207)772-3427 v tnPoOtilsontech.com Z PLANT IAN P064EMENT 2Z 2.5 7.9 O BAM 2O LO 6.0 REVISIONS 8.0 (7f.0] ILS (I&S) IJLO (,,f.�.a] DATE DESCRIPTION INITIAL a 04/28/23 INITIAL SUBMISSION PF T4T+w. I" DO tea Pv�rLAhv cs�ilrt E' av r.4 7.� UI j'Kw ALTum7m n*!;)ww V4C1M+IN i4Umi W-pem ir V -NF ummm 4 Lm. OI SCALE �' SIZE B SHEET: NTS � ` _ ., LL TFD- SIZE D SHEET: NTS o III— E—S I SHEET D16 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898FA_tb