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HomeMy WebLinkAboutTWINID_0898FA_01_CD_REV1 DFN NAME : TWINID 0898FA 01 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID IXI- . w. .-. . ; .�,Canvon C ret�jZt Dr 1N ,C �' ' _, • - � t I � .. 'r' "�#. : •��� t�w �r� • �—�- .-►x, ,� -' `S/ sl,a�yG7. Qark � '. ��` ��� �-���a�. y ,� v �. ,z Idaho State ; • ? F�I�rr,o�r ,� �^ d � CU�fCCtIpI1S � Qr oD 3Qule TDS PERMIT LOCATION MAP 0 D1G G. Dig Line,Inc. 811 or 800-342-1585 1 � / @ Y rn. .3 TWINID_0898FA_O1 � i TWIN FALLS,ID v' MATERIAL DESCRIPTION QTY ACTUAL CIO - r i O ] R C 9* 6 r rm START PROJECT ={ t 42.59191198/-114.47787382 I r C 13 CO8 C05 It- 1�aho'Statd' DepartnIvIlt 1 `I B - , '' -�- CO1 C92 CO3 C04 T: (207) 591-6427 F: (207) 772-3427 PERMIT JURISDICTION ITC SHEETS: C01 -004 info®tilsontech.com REVISIONS NEW UNDERGROUND 2,1 4 7' SHEETS: C 0 1 —C 04 DATE DESCRIPTION INITIAL 06/06/23 INITIAL SUBMISSION AVJ 04/26/24 REV] WDD PERMIT JURISDICTION TWIN FALLS SHEETS: CO2-C13 NEW UNDERGROUND 6,807' SHEETS: CO2-C13 EXISTING UNDERGROUND 0' SHEETS: SCALE SIZE B SHEET: NTS TOTAL FT 8,954' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 1 .7 [FILE NAME:TWINID 0898FA 01 CD DIGUf IC Call Beloie You D/g! TABLE OF CONTENTS Dig Line,Inc. 811 or 800-342-1SBS DWG NO. SHEET NAME TWIN ID_0898FA_0I A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . C01-C13 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 06/06/22. INITIAL SUBMISSION AVL . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 4 b 4 REVI WDD E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Avllr`7 E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TWINID 0898FA 01 CD DIGufIC Call Before You Dig! CONTACT SHEET Dig Line,Inc. 811 or 800-342-1SBS ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898FA 01 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID CONOR HOBBS VICE PRESIDENT,OSP 303-434-3779 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV NATALEE CROSS VICE PRESIDENT,ENGINEERING 912-399-3682 FELIX VIRTO REGIONAL DIRECTOR OF ENGINEERING 786-566-9915 ZURI SMITH ENGINEERING PROJECT MANAGER 404-513-9244 DEPARTMENT OF LANDS (IDL) LARRYHELTER PROJECT MANAGER 405-245-0176 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 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 tnPoOtilsontech.com Joshua Camacho Network Specialist l-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 06/06/23 INITIAL SUBMISSION AVJ Brian Thomason Manager-Network Engineering 785-477-8582 04/26/24 REV1 WDD 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 B01 OF B03 FILE NAME:TWINID 0898FA Ol CD DIGWIC Call Before You Dig! GENERAL NOTES Dig Line,Inc. Bll or 800-342-1SBS 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 06/06/23 TWINID 0898FA 01 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR. SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - ROUTE UPDATE 04/26/24 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING 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 o6/06/23 INITIAL SUBMISSION AVJ 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 04/26/24 REVI woo 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:TWINID 0898FA Ol CD SYMBOLS KEY DIGUM Call Before You Dig! EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONDUITSCHEDULE Bll or 800-342-1SBS EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT z 11 z z z z z z z 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 —OIL CIL DIRECTIONAL BORE CONDUIT —DB —DB DB(1)1.25'' DIRECTIONAL BORE (1)1.25" FUTURE DIRECT BURY 1 F DROP FIBER DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898FA 01 EXISTING OVERHEAD ELECTRIC —OE OE DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT —DB— �na� MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —Ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —sD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD — EXISTING UNDERGROUND WATER —V`� W CENTERLINE C/L —C/L RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) m PROPERTY LINE — — — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER STORM DRAIN MANHOLE(DMH) TILSON EXISTING COMM LINE , On a Mission CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 EXISTING GAS LINE , InPoOtIsontech.com CULVERT(CUL) >—\ EXISTING POWER LINE , REVISIONS GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE 06/06/23 INITIAL SUBMISSION AVJ GAS VALVE(GV) ®® EXISTING SEWER LINE , 04/26/24 REVI woo GAS METER(GM) `lJ , EXISTING WATER LINE UNKNOWN MANHOLE(UMH) OO 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:TWINID 0898FA Ol CD NOTES: DIGLINEO 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. 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_0898FA_01 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,SPLITTER 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 I 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 SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET 3 ELECTRIC MANHOLE W TRANSFORMER r \ 15'UTILITY EASEMENT LIGHT POLE LLLJJJ TWIN FALLS COUNTY OS SEWER MANHOLE © GAS MANHOLE DOC#:017292 ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER I © COMM MANHOLE ® WATER VALVE 1 © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `p WATER METER QD DRAINAGE MANHOLE C Q)UTILITY POLE ® CATCH BASIN �<CULVERT 3 T W O \ A 0+00 PLACE NEW U AXS AXS \ 04 .5 919" 198 900 HH 78 042.59191198,-114.4778738 Fc10 c 7 Q \ ACESS POINT ID:#3000-000 L:216' w _E a GR/GB:Y/ISO:Y DB(1)1.25" w R/W RW R/W- R/W C 6 �— c13 c (s i E 6, DB olp Lint-Rd 3 � Q Polp Line •. PREPARED FOR: -- �- ETILSON T:(207(591-6427 F:(207(772-3427 Pole Line Rd Role Line Rd Pole Line Rd93Pole Line Rinfo@tilsontech.com REVISIONS DATE DESCRIPTION INITIAL 06/06/23 INITIAL SUBMISSION AVJ 04/26/24 REV1 WDD 3 )r E E E E SCALE R/W R/W SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AVJ C01 OF C 13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C13 GAS LINE W WATER MAIN SEWER M STORM DRAIN E POWER LINE L, E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE ' _ ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER 0 60 E.�, • ♦ 'UTILITY EASEMENT- o � � ♦ 60 N FALLS COUNT EN © COMM MANHOLE ® WATER VALVE t 1 / DOC#:01 194A © COMM HANDHOLE HYDRANT w ® COMM PEDESTAL Q WATER METER 291 O DRAINAGE MANHOLE Cl L>UTILITY POLE �" • ^�'1 O CATCH BASIN - ® CULVERT Z pa C L 1 TWIN FALLS CANAL COMPANY L:219' i DRAINAGE LATERAL DB(1)1.25" ry) O O U U c12 A 2+16 PLACE NEW _ 0 A- A 3+94 PLACE NEW L 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT m 14 042.59192040,-1 14.47707276 042.59192732,-1 14.47641 144 D Y OF ACCESS POINT ID:3000-001 L:178' ACCESS POINT ID:3000-002 L:400' START OF CITY OF cTo c 7 w TWIN FALLS ROW w GR/GB:N/ISO:N DB(1)1.25" GR/GB:N/ISO:N DB(1)1.25" �, c e I-I_I _ s END OF ITD ROW I_I_I W R/ R/ � �► 1Z ',�W = s 4 C13 C f 1 col E E A 7+94/D 2+07 DB(2)L45" --- E E �— •• Q Q PREPARED FOR: •. 93 •. - 93 i ETILSON 4 . - •• - — • 93 T.12D71nfo@tisonfech.com23427 REVISIONS _ DATE I DESCRIPTION INITIAL R/W 06/06/23 INITIAL SUBMISSION AVJ E 04/26/24 REV1 WDD E —E 0 SCALE R/W SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AVJ CO2 OF C 13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C08 GAS LINE W WATER MAIN SEWER M STORM DRAIN . E POWER LINE 347 E] ELECTRIC HANDHOLE O ELECTRIC VAULT I 7.5'UTILITY EASEMENT ELECTRIC METER m ELECTRIC CABINET TWIN FALLS COUNTY 5'UTILITY EASEMENT ® ELECTRIC MANHOLE ..... I TWIN FALLS COUNTY LIGHT POLE TRANSFORMER DOC#:WESTPARK COMMERICAL SUBD.NO.1 DOC#:WESTPARK COMMERICAL SUBD.NO.1 SEWER MANHOLE © GAS MANHOLE '' • - - _ ® SEWER VALVE ® GAS VALVE 5'UTILITY EASEMENT I TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY Rl © COMM MANHOLE ® WATER VALVE DOC#:WESTPARK COMMERICAL SUBD.NO.I © COMM HANDHOLE ^ HYDRANT � ® COMM PEDESTAL V WATER METER 17.88'UTILITY EASEMENT QD DRAINAGE MANHOLE )UTILITY POLE 20.81'UTILITY EASEMENT L:446' TWIN FALLS COUNTY �< TWIN FALLS COUNTY DB(1)1.25" DOC#:WESTPARK COMMERICAL SUBD.NO.1 CATCH BASIN CULVERT DOC#:WESTPARK COMMERICAL SUBD.NO.1 L:24' 3 L:24' A 12+93/B 0+00 PLACE NEW L:798' DB(1)1.00" DB(1)1.00" 22"OX21"AXS 500 HH AT DB(1)1.25" A 10+01 /D 0+00 PLACE NEW 042.59200763,-114.47313579 14"OX24"AXS 400 LT DUTY HH AT / ACCESS POINT ID:#3000-004 (� 042.59199337,-114.47417581 / B 0+32 GR/GB:Y/ISO:Y A 15+07 Nt ACCESS POINT ID:3000-003 L:292' START OF CITY OF U- GR/GB:Y/ISO:Y DB(1)1.25" A 11+84 / TWIN FALLS ROW m �� u A 9+41 /DO END OF ITD ROW o MAN` 1 U c12 2 PIPES A 9+37/D 0+64 DB E DB c10 c 7 Lu DB C. DB — _Lu Lu w J E A 1 1+96 r—mw W LI_I C 6 E W C13 C O '• ' O cal Pole Lim Rd U U 93 ® 3 PREPARED FOR: p.ri - 93 E E - - E E � _ ETILSON � W R/W T:(207i fo@til27 F:ch.c 772-3427 -E _ info@tilsontech.com REVISIONS • DATE I DESCRIPTION INITIAL 06/06/23 INITIAL SUBMISSION AVJ 04/26/24 REV1 WDD SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AVJ CO3 OF C 13 0 NOTES: 01GLINEM 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 I GAS LINE W WATER MAIN SEWER M STORM DRAIN E POWER LINE I_ E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET L.382 ELECTRIC MANHOLE (�� DB(1)1.25" I ® TRANSFORMER LL0 �Z I LIGHT POLE LLLJJJ O$ SEWER MANHOLE © GAS MANHOLE 4- 15'UTILITY EASEMENT ,je _ ® SEWER VALVE ® GAS VALVE 15 UTILITY EASEMENT 0 � TWIN FALLS COUNTY 15'UTILITY EASEMENT D> TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY DOC#:2007-027548 .TWIN FALLS COUNTY ,-p © COMM MANHOLE ® WATER VALVE DOC#:WESTPARK y REV 1- 1998-0030271 1 725 DOC#:2007-027548 N l REDESIGNED 1998-0030271 © COMM HANDHOLE HYDRANT COMMERICAL SUBD.NO.1 O ^ W ADDED 2 HH AND SHIFTED CONDUIT TO L:16' Z ® COMM PEDESTAL l�l WATER METER 18.16'UTILITY EASEMENT OUTER EDGE OF THE BRIDGE DB(1)1.00" TWIN FALLS COUNTY I O PLACE Cn DRAINAGE MANHOLE UTILITY POLE � DOC#:WESTPARK A 17+89 PLACE NEW 16.4'UTILITY EASEMENT '� A 20+91 NEW-■ A 21+32 Z ® CATCH BASIN �<CULVERT COMMERICAL SUBD.NO.1 22"OX21"AXS 500 HH AT TWIN FALLS COUNTY 22"OX21"AXS 500 HH AT m \ 042.59206636,-114.47132734 DOC#:2007-027548 042.59207113,-114.47020581 0 A 16+78 A 17+70 ACCESS POINT ID:#3000-005 1998 0030271 ACCESS POINT ID:#3000-005 1/2 A 16+59 PLACE NEW GR/GB:N/ISO:N GR/GB:Y/ISO:Y 22"OX21"AXS 500 HH AT 042.59205843,-114.47177917 (1)3L GRC sr U/Y �� (y) ACCESS POINT ID:#3000-004 1/2 ��� _ O GR/GB:N/ISO:N m/a_ M/ —_ -- M,/a U E EO A21+13 — c1z DB DB START OF CITY OF TWIN FALLS ROW E W -W W - W.— END OF ITD ROW clo c 7 ui POLE LINE RD ,A20+97Lu C13 C �5 y O __ Pole LineRd _ 2 I U - - 93 93 POLE LINE RD Q 93 PREPARED FOR: E 8 E E 6 — E E ' 0 0 0 R/W -- R/W R/W R/W — R/W - ETILSON T:(207(591-6427 F:(207(772-3427 W info@tilsontech.com Lu o REVISIONS U DATE I DESCRIPTION INITIAL T Z 06/06/23 INITIAL SUBMISSION AVJ LAZY J RANCH 04/26/24 REV1 WDD W SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AVJ C04 OF C 13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I 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 7� L:78' SD STORM DRAIN C 3+75 PLACE NEW L:152' L:199' 1 U'UTILITY EASEMENT E POWER LINE DB(1 ELECTRIC HANDHOLE V ELECTRIC VAULT 104-12"X11"PEDESTAL AT DB(1)1.00" DB(1)1.25" \ \ TWIN FALLS COUNTY 042.59355548,-1 14.47171259 1 DOC#:1998-003027 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:#3000-005-2-2 0+87 ' ELECTRIC MANHOLE 15 UTILITY EASEMENT � � ® GR/GB:N/ISO:N 10'UTILITY EASEMENT \ TRANSFORMER TWIN FALLS COUNTY TWIN FALLS COUNTY LIGHT POLE DOC#:2008-020621 DOC#:2008-02062 \ �/� O$ SEWER MANHOLE © GAS MANHOLE 1998-0030271 1998-0030271 � L:220' C 1+55 PLACE NEW 1 �G LL.S DR ® SEWERFI VALVE ® GAS VALVE Ypil FA � TRAFFIC SIGNAL � GAS METER 1 1 DB(1)1.00" 104-12"X1 1"PEDESTAL AT 2 PIPES v> F AN 042.59331 175,-1 14.471 16230 '> O L:$$' 10'UTILITY EASEMENT C COMM MANHOLE WATER VALVE ACCESS POINT ID:#3000-005-2-1 L:155' DB(2)1.25" TWIN FALLS COUNTY ❑ 1 C 2+82 GR/GB:N/ISO:N DB(1)1.00" C COMM HANDHOLE HYDRANT DOC#:1998-003027 ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE ml_L>UTILITY POLE ® CATCH BASIN �<CULVERT 12.69'UTILITY EASEMENT A 25+86/C 0+00/H 0+00 PLACE NEW iV TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT G 0+65 PLACE NEW \ c 14"OX24"AXS 400 TIER 8 HH AT DOC#:2007-027548 042.59331541,-114.47058526 m ACCESS POINT ID:3000- 042.59315350,-1 14.47014092 005-2 GR/GB:Y/ISO:Y ACCESS POINT ID:#3000-005-1.1 Zi GR/GB:Y/ISO:Y O c �� `y 1778 U 7 10'UTILITY EASEMENT TWIN FALLS COUNTY c1z L:112' DOC#:1998-003027 E DB(1)1.25" L:65' cto c 7 ui p ` �i DB(1)1.25" W W x M \ wmmtP e L C6 z i n y ' 15'UTILITY EASEMENT c13 c A 24+73/G 0+00 PLACE NEW TWIN FALLS COUNTY i Z 14"OX24"AXS 400 LT DUTY HH AT < DOC#:1998-(DC 3027 O p 042.59306174,-114.47034928 Co - Z \ ACCESS POINT ID:3000-005-1 auleLineHd\ \ GR/GB:Y/ISO:Y 15'UTILITY EASEMENT U ` TWIN FALLS COUNTY 15'UTILITY EASEMENT d DOC#:2007-027548 TWIN FALLS COUNTY 1998-0030271 / DOC#:2007-0030281 m 1 PREPARED FOR: A 23+64 IPUTILITY EASEMENT ETILSON TWIN FALLS COUNTY T:(207(591-6427 F:(207(772-3427 ` 1 DOC#:2007-027548 I =' info@tilsontech.com REVISIONS DATE DESCRIPTION INITIAL 4� \ O 06/06/23 INITIAL SUBMISSION AVJ 28'UTILITY EASEMENT 26'UTILITY EASEMENT Z 04/26/24 REV1 WDD \ TWIN FALLS COUNTY TWIN FALLS COUNTY N \ DOC#:2007-027548 DOC#:2007-027. --- Z SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AVJ C05 OF C 13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I 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 SD STORM DRAIN E POWER LINE L:100' L:119' C ' = E] ELECTRIC HANDHOLE O ELECTRIC VAULT DB(1)1.00" ® DB(l)1.25" m ELECTRIC CABINE C 7+25 PLACE NEW ® 15'UTILITY EASEMENT ELECTRIC METER m 104-12"X11"PEDESTAL AT TWIN FALLS COUNTY ® LIGHELECT POLEIC HOLE 042.59445538,-1 14.47212917 DOC#:2009-024349 TRANSFORMER 0 LIGHT POLE ACCESS POINT ID:#3000-005-2-4 2008-020621 O$ SEWER MANHOLE © GAS MANHOLE A 30+52 PLACE NEW GR/GB:N/ISO:N 1998-0030271 14"OX24"AXS 400 LT DUTY HH AT � ® SEWER VALVE ® GAS VALVE 042.59442246,-114.47100969 C 7+18 ACCESS POINT ID:3000-005-4 TRAFFIC SIGNAL W A �\ GR/GB:N/ISO:N © COMM MANHOLE ® WATTERER V VALALVE \ f COMM HANDHOLE HYDRANT COMM PEDESTAL WATER METER \ O DRAINAGE MANHOLE l_L>UTILITY POLE A 30+21 ® CATCH BASIN >—<CULVERT \LJ A 30+07 I I � I 3 c � m 0 U m -L:197' L:180' cl DB(1)1.00" DB(1)1.25" I _ o� fi 7 w 10'UTILITY EASEMENT D O 15'UTILITY EASEMENT '� c 6 m \ TWIN FALLS COUNTY TWIN FALLS COUNTY R \ s 1998-08-003021 DOC#:2008-020621 DOC#: 1998-0030271 9930271 O � c13 c c;(is ,y O A 28+95 i Z col C 5+28 PLACE NEW I � � Psle Cine Pd 104-12"X11"PEDESTAL AT A 28+85 Z i 042.59396375,-114.47183601 3 ACCESS POINT ID:#3000-005-2-3 L:10 U DB 1 1.00" D GR/GB:N/ISO:N ( ) c Q w 10'UTILITY EASEMENT 15'UTILITY EASEMENT A 28+72 PLACE NEW m TWIN FALLS COUNTY TWIN FALLS COUNTY C ! 14"GX24"AXS 400 LT DUTY HH AT DOC#:1998-003027 DOC#:1998-003027 G \ 042.59399302,-1 14.47100804 ACCESS POINT ID:3000-005-3 C GR/GB:N/ISO:N PREPARED FOR: 1 m � t \ \ 1 A 28+00 w \ ETILSON \ T:(207(591-6427 F:(207(772-3427 \ info@tilsontech.com REVISIONS mo \N DATE I DESCRIPTION INITIAL 06/06/23 INITIAL SUBMISSION AVJ 711 H 1+65 PLACE NEW 04/26/24 REV1 WDD L� 14"OX24"AXS 400 LT DUTY HH AT 042.59358225,-1 14.47053529 ACCESS POINT ID:3000-005-2.1 SCALE GR/GB:Y/ISO:Y 11 SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AVJ C06 OF C 13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER P. M STORM DRAIN I (� 15'UTILITY EASEMENT .r 15'UTILITY EASEMENT n E POWER LINE Y TWIN FALLS COUNTY TWIN FALLS COUNTY IL ELECTRIC HANDHOLE ELECTRIC VAULT w --C DOC#:2008-020621 DOC#:2008-020621 ELECTRIC METER m ELECTRIC CABINET O 1998-0030271 1998-0030271 ® ELECTRIC MANHOLE - O Z TRANSFORMER U A 20'UTILITY EASEMENT J GHT POLE LLLJJJ z Ai TWIN FALLS COUNTY _ OS SEWER MANHOLE © GAS MANHOLE � DOC#:2009-024349 w D 2008-020621 - d ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER 1998-0030271 W W W W M/21 © COMM MANHOLE ® WATER VALVE NORTH RID&E BLVD - © COMM HANDHOLE HYDRANT as _ /n _ 3/n 3/n ® COMM PEDESTAL Q WATER METER NORTHRIDGE BLVD QD DRAINAGE MANHOLE )UTILITY POLE A 35+86 PLACE NEW L:148' A 34+38 PLACE NEW ® CATCH BASIN �<CULVERT 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT - - 042.59546027,-1 14.47156921 042.59546199,-1 14.47102130 ;13 ACCESS POINT ID:3000-005-8 ACCESS POINT ID:3000-005-7 GR/GB:Y/ISO:Y GR/GB:N/ISO:N 10'UTILITY EASEMENT 15'UTILITY EASEMENT 25'UTILITY EASEMENT A 34+31 TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY I DOC#:1998-003027 DOC#:1998-003027 DOC#:2009-024349 2008-020621 1998-0030271 g ctr - L:183' DB(1)1.25" w m C 6 15'UTILITY EASEMENT TWIN FALLS COUNTY ct3 Cs ,y DOC#:2009-024349 2008-020621 15'UTILITY EASEMENT i 1998-0030271 TWIN FALLS COUNTY cot c DOC#:2009-024349 m 2008-020621 D 1998-0030271 I Z7 L:10' N DB(1)1.00" O Z - A 32+56 PLAC E NEW cn 14"OX24"AXS 400 LT DUTY HH AT 042.59498085,-114.47100136 I Z PREPARED FOR: ACCESS POINT ID:3000-005-6 GR/GB:N/ISO:N 3 ' m L:84' 15'UTILITY EASEMENT DB(1)1.25 OTILS13N TWIN FALLS COUNTY F� DOC#:2009-024349 J 0+59 PLACE NEW 2008-020621 14"OX24"AXS 400 LT DUTY HH AT T:(207)591-6427 F:(207)772-3427 �n 1998-0030271 042.59474923,-1 14.47078542 info@tilsonfech.com O DB(1)1.00" ACCESS POINT ID:3000-005-5.1 REVISIONS GR/GB:Y/ISO:Y DATE DESCRIPTION INITIAL F� m A 31+72/J 0+00 PLACE NEW r 14"OX24"AXS 400 LT DUTY HH AT 06/06/23 INITIAL SUBMISSION AVJ I C 8+25 PLACE NEW 042.59475025,-1 14.47100535 L:59 04/26/24 REV1 WDD 104-12"X11"PEDESTAL AT ACCESS POINT ID:3000-005-5 DB(1)1.25" I 042.59472605,-1 14.47207283 — GR/GB:Y/ISO:Y ACCESS POINT ID:#3000-005-2-5 SCALE GR/GB:Y/ISO:Y - SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AVJ C07 OF C 13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I 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 M STORM DRAIN 'L:291 E POWER LINE DB(1)1.25" E] ELECTRIC HANDHOLE ELECTRIC VAULT 3 I ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE 1 G TRANSFORMER _ LIGHT POLE LLLJJJ m O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE 15'UTILITY EASEMENT 5'UTILITY EASEMENT C m�j TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY \ o� TWIN FALLS COUNTY m � N © COMM MANHOLE ® WATER VALVE DOC#:016096 DOC#:016096 Lu I � © COMM HANDHOLE �^ HYDRANT Z COMM PEDESTAL V WATER METER L:67' O OD DRAINAGE MANHOLE �)UTILITY POLE 1777 DB(1)1.25" ® CATCH BASIN >—<CULVERT E 0+67 PLACE NEW Q B 4+46/E 0+00 PLACE NEW 14"0X24"AXS 400 LT DUTY HH AT (� I 14"OX24"AXS 400 TIER 8 HH AT 042.59320249,-1 14.47350530 ACCE320347,-114.47325752 ACCESS POINT ID:3000-004-1.1 :ACCESS POINT ID:#3000-004-1 GR/GB:Y/ISO:Y P GR/GB:Y ISO:Y Ln rl 1 w U U 25'UTILITY EASEMENT y c12 TWIN FALLS COUNTY 45'UTILITY EASETWIN ILLS MENT DOC#:016096 DOC#:016090UNTY c \\ 2 PIPES I f\rl = C 10 C 7 w L:59' I1J W I DB(1)1.00" w VamomFe C 6 1 20-UTILITY EASEMENT B 3+75 'TWIN FALLS COUNTY _ V DOC#:011944 w (n c13 O _ 5'UTILITY EASEMENT O AV. DEL RIO DR TWIN FALLS COUNTY col Pole LineRd DOC#:016096 - 2 3/n 3/n 3. PREPARED FOR: m 3/n 3/n ETILSON m T:(207(591-6427 F:(207(772-3427 0 3/n info@tilsontech.com 7.5'UTILITY EASEMENT TWIN FALLS COUNTY REVISIONS 3 DOC#:016096 DATE DESCRIPTION INITIAL 'UTILITY EASEMENT 06/06/23 INITIAL SUBMISSION AVJ 3. I TWIN FALLS COUNTY 04/26/24 REV1 WDD DOC#:WESTPARK COMMERICAL SUB D.NO.1 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AVJ C08 OF C 13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN it E POWER LINE ELECTRIC HANDHOLE V ELECTRIC VAULT U F 2+21 PLACE NEW L U/E ELECTRIC METER m ELECTRIC CABINET _ 14"OJX24"AXS 400 LT DUTY HH AT ® ELECTRIC MANHOLE TRANSFORMER 042.59459669,-1 14.47344517 ASEMENT 15 O LIGHT POLErub* LLLJJJ'UTILITY E U ACCESS POINT ID:3000-004-3 GR/GB:Y/ISO:Y TWIN FALLS COUNTY Z O$ SEWER MANHOLE © GAS MANHOLE DOC#:Ol 6096 ® SEWER VALVE ® GAS VALVE or F\ w D- TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT yl 5'UTILITY EASEMENT 15 UTILITY EASEMENT— ® COMM PEDESTAL WATER METER TWIN FALLS COUNTY TWIN FALLS COUNTY QD DOC#:Ol 6096 DOC#:016096 I DRAINAGE MANHOLE �)UTILITY POLE LJ CATCH BASIN �<CULVERT L:221' Y I DB(1)1.25" 1840 I - �. AS C10 C 7 70 D Lu r Lu VrmmtPve � C 6 _ D S I U/E C13 CO U O col F IL 0+10 L _ Pale Line Pd c I � 15'UTILITY EASEMENT r TWIN FALLS COUNTY '15'UTILITY EASEMENT 25'UTILITY EASEMENT B 8+09 PLACE NEW B 7+37/F 0+00 PLACE NEW DOC#:016096 TWIN FALLS COUNTY TWIN FALLS COUNTY 14"OJX24"AXS 400 TIER 8 HH AT 14"OJX24"AXS 400 LT DUTY HH AT U I DOC#:016096 DOC#:016096 042.59399034,-114.47367190 I 042.59398990,-114.47340682 ACCESS POINT ID:#3000-004-2.1 ACCESS POINT ID:3000-004-2 GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y C L:71' I *B 7+07 G DB(1)1.25" 5'UTILITY EASEMENT PREPARED FOR: I TWIN FALLS COUNTY • DOC#:016096 Li ETILSON 1 5'UTILITY EASEMENT D TWIN FALLS COUNTY VOL - �` T:(207(591-6427 F:(207(772-3427 DOC#:016096 info@tilsontech.com W c REVISIONS 3� _ m o DATE DESCRIPTION INITIAL ` 06/06/23 INITIAL SUBMISSION AVJ` ` 04/26/24 REV1 WDD 'r i SCALE B 5+92 SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AVJ C09 OF C 13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C l l GAS LINE W WATER MAIN SEWER ' SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ` - 1 ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE L.129' ® SEWER VALVE ® GAS VALVE _ DB(1)1.25" r I D_ TRAFFIC SIGNAL GAS METER F 6+27 PLACE NE C © COMM MANHOLE ® WATER VALVE I\Tl © COMM HANDHOLE HYDRANT 14"OJX24"AXS 4001 8 HHA T ^ 042.59554834,-1 14.47366380 ® COMM PEDESTAL WATER METER ACCESS POINTID:#3000-004-5 I QD DRAINAGE MANHOLE UTILITY POLE GR/GB:N/ISO:N CATCH BASIN �<CULVERT • I � � f C12 3 E L c 7 C vermw"Ae C 6 M m t C13 C ri 3 Of • i J w„. PREPARED FOR: L:311' t DB(1)1.25" '2 C ETILSON m L:95' DB(1)1.25" T:(207(591-6427 F:(207(772-3427 - - ` info@tilsontech.com F 3+16 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT REVISIONS 042.59469436,-114.47366110 = 15'UTILITY EASEMENT DATE DESCRIPTION INITIAL ACCESS POINT ID:#3000-004-4 TWIN FALLS COUNTY 06/06/23 INITIAL SUBMISSION AVJ GR/GB:N/ISO:N DOC#:005365 04/26/24 REV1 WDD F 2+57 SCALE .. SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AVJ C10 OF C13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER M STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE r lul TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL 4D GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER QD DRAINAGE MANHOLE �)UTILITY POLE F 12+83 PLACE NEW F 10+88 PLACE NEW ® CATCH BASIN �<CULVERT 14"OX24"AXS 400 LT DUTY HH AT — 14"OX24"AXS 400 LT DUTY HH AT 042.59625842,-1 14.4754881 1 042.59626834,-1 14.47476230 ACCESS POINT ID:3000-004-9 ACCESS POINT ID:3000-004-8 GR/GB:N/ISO:N GR/GB:N/ISO:N N L:272' L:5' L:195' L:105' L:6' DB(1)1.25" DB(1)1" DB(1)1.25" DB(1)1.25" DB(1)1.001, PLACE NEW U _ - 14"OX24"AXS 400 LT DUTY HH AT / jw042.59626242,-114.47437207 Q cIz —cn — M/a a M/a M/a ACCESS POINT ID:3000-004-8.1 / / g4 gQ _ gQ GR/GB:N/ISO:N cIo c 7 w W — • M�� C 6 V/ O m col _ 35' F 9+12 %y C� DB(1)1.25" DB(1)1.00" G \ � F 10+32 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT PREPARED FOR: 042.5961 1434,-1 14.47475960 F 8+23 \ ' ACCESS POINT ID:3000-004-7 GR/GB:N/IS N _ s DB(1)125" ETILSON 11 T:(207(591-6427 F:(207(772-3427 M - info@tilsontech.com • _ "E REVISIONS F 7+56 PLACE NEW l DATE DESCRIPTION INITIAL 1 042.59"AXS 5,-TIER 8 84 AT 06/06/23 INITIAL SUBMISSION AVJ 04ESSP POINT \ 04/26/24 REV1 WDD M • ACCESS POINT/GB: /ISO:N GR/GB:N/ISO:N SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AVJ C11 OF C13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER IF M STORM DRAIN E POWER LINE �1V E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT • _ ® COMM PEDESTAL Q WATER METER \ QD DRAINAGE MANHOLE Q UTILITY POLE F 15+55 PLACE NEW ® CATCH BASIN CULVERT • F 22+67 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.59625566,-1 14.47649770 042.59619527,-114.47856840 ACCESS POINT ID:3000-004-10 ACCESS POINT ID:#3000-004-16 GR/GB:N/ISO:N GR/GB:N/ISO:N L:11T F 23+17 PLACE NEW DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT L:4 rl 1 042.59627743,-1 14.47842010 D B(1)l ACCESS POINT ID:3000-004-17 \ F 15+75--� U c1z T GR/GB:N/ISO:N —\— \ lk/21 M CIo c L:135' * ` 1 LI_I DB(1)1.25" w c e \ f �= L:50' / C13 C V �5 y �V DB(1)1.25" "i W , O col — \ — W M/21 M/21 = F 24+52 PLACE NEW U 14"OX24"AXS 411 LT DUTY 59 AT / L:85' D (1 04259598OINTI14.47812359 M� F17+55 DB(1)1.2 DB(1)1.25" Q - ACCESS POINT ID:3000-004-17.1 �o GR/GB:N/ISO:N L:158' F 17+15 PLACE NEW = F 16+31 PLACE NEW \ DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT L:1 12' 042.59609676,-1 14.47688664 042.59610232,-1 14.47657282 PREPARED FOR: ACCESS POINT ID:#3000-004-12 ACCESS POINT ID:#3000-004-1 1 ' DB(1)1.25" \ / F 18+73 PLACE NEW GR/GB:N/ISO:N GR/GB:N/ISO:N �1 14"OX24"AXS 400 TIER 8 HH AT 042.59593678,-1 14.47741900 ACCESS POINT ID:#3000-004-13 T I L S O N / GR/GB:N/ISO:N `N / T:(207i fo@til27 F:ch.c 772-3427 info@tilsontech.com L:97' REVISIONS DB(1)1.25" " F 21+55 PLACE NEW F 20+58 DATE DESCRIPTION INITIAL _�_M • 6/2 INITIAL SUBMISSION AVJ 14"OX24"AXS 400 TIER 8 HH AT F 19+71 PLACE NEW /04 042.59593353,-114.478351 1 0 14"OX24"AXS 400 TIER 8 HH AT /26/24 REV1 WDD ACCESS POINT ID:#3000-004-15 _ 042.59580350,-114.47773283 GR/GB:N/ISO:N L.185 t ACCESS POINT ID:#3000-004-14 DB(1)1'25 GR/GB:N/ISO:N SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AVJ C12 OF C13 0 NOTES: DIGLINEO 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. 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_0898FA_01 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 I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER M STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE I TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER QD DRAINAGE MANHOLE Cl L>UTILITY POLE ® CATCH BASIN �<CULVERT W 0 U C,2 C10 C 7 w W C6 2 C13 C 20'UTILITY EASEMENT TWIN FALLS COUNTY O COP DOC#:01 1944 C01 20'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:017292 - U W I I AV. DEL RIO DR � USE USE USE I PREPARED FOR: �f 60'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:011944 L1.J ETILSON O - -- T:(207(591-6427 F:(207)772-3427 iZ ' info@tilsontech.com D 4+25 PLACE NEW O REVISIONS 14"GX24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL 042.59254296,-1 14.47492713 ACCESS POINT ID:3000-003.1 06/06/23 INITIAL SUBMISSION AVJ 0 GR/GB:Y/ISO:Y I �� 04/26/24 REV1 WDD 1 0 I SCALE DB(1)1.00" SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AVJ C13 OF C13 0 GENERAL CONSTRUCTION DETAILS DIGIU , Dig Line,Inc. Bll or 800-342-1SBS TWINID 0898FA 01 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. •:.;-:::;.-.:_ ;;r.;?:: .;';': :. _ .� .�•::•:'y:. ::�:_i�':::.�.. '`:;•:;. ... yi.:r;.;�;.:;ti. EXISTING GRADE EXISTING GRADE fT s: :r:;:;, } ., `;s'':s''y'::• I M I—III—III—III—II�II�I—II 12"MIN.BELOW PROPOSED AXS =1I la I I-I I r-I I la I I-1I�I I I-I I I-1I I�I I= FINISHED GRADE BURIED CABLE HH IN GRASS -IIIMIIMIIMIMII-III�11=I1 III REFER TO TFSD-306 loll=ll�lll ll� � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 11=1 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 11=I I M I I—III—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 -1 I I—III—I 11=1 I I—�I DETAIL I I—I I—I ;II—III =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W 11EI I I 1 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—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III—I�I I�I—1I�I 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 G -III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N 30"MIN. �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—III—III—I I-I I I�I I-11�111 on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I1=I I I—I I I—I I' DETAIL 1 tnPoOtilsontech.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 I M I I—I 11=I I I—I I= I I I=I I I=111�11El1 REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fI-11I1-1-1 I1—1 06/06/23 INITIAL SUBMISSION AVJ I I—I I I—I II-ALIGNMENT STATION(FT) 25 4"BORE HEAD. 04/26/24 REVI WDD —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 , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, SIZE D SHEET: NTS TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DO1 OF D16 CONSTRUCTION. [FILE NAME:TWINID 0898FA 01 CD DIGl nf. AXS H H COVER DETAIL Dig Line,Inc. 811 or 800-342-1SBS TWINID 0898FA 01 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL O 1111y 1�T T 1T it T1 _rr T 1�111� TTT 11+ T 11T� �1T� T4 F+ 80.00 DETAIL A SCALE 1 : 1 TILSON On a Mission T: (207)591-6427 R (207)772-3427 InPoOtIsontech.com TMS DRAWING AND THE COPTRIGHT DRAWN:A DU TOit Drc wv>g No_ THEREOF IS THE PROPPEM OF MAA AND M4A-AXS-400R-ASSY-TDS REVISIONS MAY NOT 8E COPIED WHOLLY OR IN DATE DESCRIPTION INITIAL PART,AND THE CONTENTS THEREOF MAY CHECKED: onm%iro 7hw- 06/06/23 INITIAL SUBMISSION AVJ NOT BE DISCLOSED TO ANT THIRD M"-AXS-40DR-ASSY-IDS 04/26/24 REVI WDD PARTIES WITHOUT WRITTEN CONSENT. DATE: 1 4/1 012020 \_J 1 MAPktOlE54AFRICA SCALE(A3): 1:6 2015/360106107 EVERRE FACTORY PREMISES,H8DEL6ERG SCALE ROAD(R550(,KLIPRIVER 1871 PO BOX 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL,GAUTENG M4a SIZE D SHEET: NTS TEL+27 11 909 7023 OUR • + MAIL WOOM40.com SHEET D02 OF D16 FILE NAME:TWINID 0898FA Ol CD DIGWIC AXS 400 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS TOP VIEW: TWIN ID_0898FA_0I - - - - — TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A � O 450.00 RIGHT VIEW: m I 1 r 17 I I � TILSON�`TOn a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A Infoetlsenlech.00m -GIs DRAVVI:G AND THE COPYRIGHT DRAWN: A Du Tort Drowina No: THEREOF 5 rHE P20PPOM OF MLA AND M4A AXS-40OR-ASSY REVISIONS ! = - MAY NOT 6E COPIM 1 HOi LY OR IN DATE DESCRIPTION INITIAL PART.AM THE CONT&MTHIMEOFMAY CHECKED: Dre*ftIre: 06/06/23 INITIAL SUBMISSION AVJ NOT 6E DISCLOSED TO ANY THIRD M4A,AXS-4WR-ASSY 04/26/24 REVI woo PARnes wrTHOW WRITTEN CON3EW- DATE: 17/08/2020 MA1JMOLES4"F911C'` SCALE(A3): 1:6 2D15ld60106/07 EVERITE FACTORY PREIAES.HE1 MERG SCALE ROAD(R5SDI.KUPRIVER 1671 SIZE B SHEET: NTS PO BOX 672 KUPRIVER 1e71 L41DVAAL.C-AVI •4G '"4j SIZE D SHEET: NTS TEL+27 11 9W 7023 SHEET D03 OF D16 MAIL�nio�e+�lo.com FILE NAME:TWINID 0898FA 01 CD DIGllIfIC AXS 500 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS EXPLODED VIEW LID BASE TWINID 0898FA 01 BODY PANEL TWIN FALLS,ID r / MATERIAL DESCRIPTION QTY ACTUAL fff t' 021.54 a 21.89 h PHOTO RENDER A� 19.69 I I 20.79 19.69 2079. T I L S O N CVAEMIONS W INCHES On a Mission T: (207)591-6427 R (207)772-3427 rMlS DRAWING At THE COPYRIGII� DraMng r Io: InfoOttlsontech.com R.99 DRAWN:A Du Toit IHIEREOF IS THE PROPPER7Y OF NLtA AND M4A-AXS-SDOR-ASSY MAY 1407 BE COPIED WHOLLY OR IN REVISIONS PART.ACID THE CCNTElUS THEREOF MAY CHECKED: D10W*plMe. DATE DESCRIPTION INITIAL No-BE DISCLOSED TO Arn THIRD I SOOR AXS CHAMBER REVOOI 06/06/23 INITIAL SUBMISSION AVJ PAWN ES Wn"0LIT WWIrENCOtlSEW. DATE: 12/08/2020 04/26/24 REVI WDD SECTION A-A 4015l3601006/07 SCALE(A3�: 1:7 A EVVRITE FACTORY PREMIISES,HEIDELBERG ROAD(25M),KUPRI'JER 1871 SCALE 21.89 PO BOX 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL,GALL-EltG J -EL +27 11 903 Nzt OUR PRODUCTS ISUIILD NETWORKS SIZE D SHEET: NTS MAII:'.r1(omsacom SHEET D04 OF D16 [FILE NAME:TWINID 0898FA Ol CD DIGufW AXS 900 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS �i 0610 SSc 0558 _ SECTION A—A _ TWINID 0898FA Ol o —aD — TWIN FALLS,ID Es E \ KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL DEEP MEDIUM DUTY ICT ACCESS POINT, JL - -- I MANHOLE EQUIPPED WITH 2 DOME CLOSURE c BRACKETS AND 2 SLACK BRACKETS, FOR DETAILS OF DOME CLOSURE BRACKET _ ASSEMBLY SEE DRAWING NO_ 0070-CIV-002-ASS T . ALL OTHER DIMENSIONS AND MATERIAL - I SPECIFICATIONS SEE THE RESPECTIVE PART _ DRAWINGS AND 3D PART FILES, I + CAD FILE REFERENCE 0057-CIV-002-ASS. uwcv CONFORMS TO THE MEDIUM DUTY (MD) REQUIREMENT ` ` ' c�-T, _ o OF 40 kN ACCORDING TO SANS 1882 2003 I (4 I® C3 ca \ 117 �C:> I!1 to — LO 0900 0971 �Z) I / I SLACK r BRACKETS off° 050 DRAINAGE TIL - ON o KNOCKOUT On a Mission F: (207)772-3427 InfoOtBaont h.com DOME I CLOSURE REVISIONS BRACKETS DATE DESCRIPTION INITIAL 06/06/23 INITIAL SUBMISSION AVJ I 04/26/24 REVI WDD 1 DRAWN: K H SCHMrrT 900 R MD civiiworks grou(_: CHECKED: RE IESS 5 D=EP J 900 MM DIA x 900 MM DEEP, FOR ID TAG DATE:2018-MI2 MEDIUM DUTY ICT ACCESS SCALE P.O.BOX67 R 2,KUPRWE 1671 SCALE: POINT SIZE B SHEET: NTS CRIME PIPES FACTORY PREMSES 4i0,F6CEIBERGRCWD,KUPRNER SIZE DSHEET: NTS SECTION . GNJTENG.SOUTH AFRICA THB DRAwNO AND THE COPYRYOHT THEREIN 0 TEE PRCPERW Cf CML WOWS. S E C T I 0 N B—B TEL:011 903 7023.01 1 403 7EO2 AND YAY HOT BE CCwED W"OLLY cR IN PART.AND TnE CCNTENTS THEREOF MAY EMNLIritw0lks�+�.+od3m31L00.za NOT BEOISCLOSEDTOAAYIHIROP+�RTiESNnTHCUTOLRN1eT1Ea1COASENT SHEET D05OFD16 'AEB$ITi' :"1Y1lSY O4tIALAS.CG.Id FILE NAME:TWINID 0898FA 01 CD CHARLES 101 - 8"XT PEDESTAL 0 °wuln g Dig Line,Inc. 811 or 800-342-1SBS TWINID 0898FA Ol TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 ? . 5 INSIDE .•s 7. 5 PADLOCK INSIDE °• HASP � � s .I D I 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 06/06/23 INITIAL SUBMISSION AVJ 04/26/24 REVI WDD SCALE SIZE B SHEET: NTS Iwiles. SIZE 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'°JPEIT-OF CXalF3 IN:USTII E7 LTD. uD SNIII 101 6E S[llF .181 UO I101 Nll 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:TWINID 0898FA Ol CD CHARLES 104 - 12"X1 1 " PEDESTAL 0 °wun g Dig Line,Inc. 811 or 800-342-1SBS 12 . 00 TWINID 0898FA 01 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY 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 InPoOtIsontech.com I REVISIONS DATE DESCRIPTION INITIAL I 06/06/23 INITIAL SUBMISSION AVJ 04/26/24 REVI WDD 21 37 SCALE . 150 I SCALE SIZE B SHEET: NTS SIZE De�wlwG No. ISs SIZE DSHEET: NTS I qp � B 10 4 H 0 I I - I I 0 0 0 W P F`E SHEET D07 OF D16 THIS 11 TIE PKP[9T'Ci COPLES 101MIES LTD 440 SN-LL IItT tE CO FILL 111E pEtpDO'CES� CMIFF OR us I��r�ruKS DIT�I�EMT•l TO TBIIS I�idE5T5. Kr1E 125 104 H011-I1000�P SHEET FILE NAME:TWINID 0898FA Ol CD TFSD-301 TYPICAL TRENCH DIGUfI K (all Belo,e Yoe�;Q, Dig Line,Inc. 811 or 800-342-1SBS 2 14 TWIN ID_0898FA_0I 3 TWIN FALLS,ID 1 //7 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 ��� ,�/\ll�`l SUBGRADE OR Jo 00 0 0 NATURAL GROUND . VERTICAL WALLS O 1 5O ALLOWED WITH° PROPER SHORING 0 OR LESS THAN 5' �p j�\ LEGEND 00 12 �00 %\\ 6 O CUT BACK, 12" MINIMUM. ` o ' O o /� O2 SURFACE REPAIR WIDTH, 6' MINIMUM. O ,O \ \ O3 EXISTING SURFACE. F C o w w o \\ Op 13 \� ® EXISTING BASE. (n � o \ Oo ° p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w a 75 00°\ 7 © TRENCH BACKFILL PER SECTION-306. oj Op°0 QO0 0_0 Vp o VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww LO a°>°° 16 6" MIN. \� a uN-i \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH STABILITY (PER SECTION-304). ZE a \ SIDE j 0- / UNDISTURBED SOIL (TYP). 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. 04/26/26/2 4 wlnALSU6MIssION AVD 04/ 4 REVI WDD 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:TWINID 0898FA 01 CD DIGllIfIC TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS 0 Dig Line,Inc. 9 13 9 13 13 Bll Or 800-342-1SBS 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 TWIN ID_0898FA_0I 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 WIDTHS ARE OMINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MI MI 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. 0 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 06/06/23 INITIAL SUBMISSION AVL PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 04/26/24 REV1 woo 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: NITS OF NO. TFSD- 3 0 3 SIZE D SHEET: NITS FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TWINID 0898FA 01 CD DIGUnf. SD-304 GRAVEL ACCESS ROAD 0 Dig Line,Inc. 811 or 800-342-ISBS W/2 W/2 TWINID 0898FA 01 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. (D I W/2 W/2 3 4 TYPE 2 N.TS. W/2 W/2 0 ­0 Ll 14- 7 1 1 A, 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 MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6' MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED, THE FLOW LINE OF THE DRY DENSITY. DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATEBASE COURSE PLACE 3' OF 3/4" ROADMIX GRAVEL. 70 ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 06/06/23 INITIAL SUBMISSION AVJ APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 04/26/24 REVI WDD' DRY DENSITY. 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCTION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TWINID 0898FA DICD DIGWIC TFSD-306 UTILITY TRENCH Ca1/BeforeYo�og Dig Line,Inc. 811 or 800-342-1SBS 2 1 TWIN ID 0898FA 0I TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 G d O Gd 8 EXISTING CITY UTILITY �7 EXISTING CITY UTILITY LEGEND 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. I L 5 0 N 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. 7O MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 06/06/23 INITIAL SUBMISSION AVL UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 04/26/24 REvi woo REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN g0 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:TWINID 0898FA 01 CD DIGl nf. SD-307 BORING AND JACKING DETAILS 0 Dig Line,Inc. 811 or 800-342-1SBS 4 TWINID 0898FA 01 1 �n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 6 6 6� 3 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 6 @ 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. 7 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)591-6427 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. 06/06/23 INITIAL SUBMISSION AVJ 04/26/24 REVI WDD 2015 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR CONSTRIUCTIONKS DETAILS NO. S D—3 0 7 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TWINID 0898FA Ol CD DIGufW TFSD-801 TYPICAL CURB AND GUTTER SECTION 0 Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Or 800-342-1SBS ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898FA_O1 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. 06/06/23 INITIAL SUBMISSION AVL © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 04/26/24 REVI WDD OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET 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:TWINID 0898FA 01 CD DIGunc. TFSD-802 TYPICAL RURAL STREET SECTION Cd eYO.-6Tv Dig Line,Inc. 811 or 800-342-1585 STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWIN ID_0898FA_0I TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S OP COP R 5 � 3 e SL E S f v P\E 3: �I 3 1 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 / NInALsuannissloN Av1 04 DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. /26/2/24 REvt woo 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:TWINID 0898FA 01 CD DIGunc. TFSD-803 TYPICAL PAVED ALLEY SECTION Cd eYO._6Tv Dig Line,Inc. 811 or 800-342-1585 R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5"FF,, 2 1 01 8" OF 3/4" MINUS CRUSHED GRAVEL T TWIN FALL ,ID 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 ^O R� tr)°��o0 Q�O� Q� ° Q� CRUSHED GRAVEL a 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 MEM 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. 06/06/23 INITIAL SUBMISSION AVL 04/26/24 REVI WDD 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 D150FD16 FILE NAME:TWINID 0898FA 01 CD DIGunc. TFSD-805 STANDARD CUL-DE-SAC Cd eYOUOig' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898FA_01 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 09 OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL-DE-SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH TYPE OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL-DE-SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL-DE-SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT-OF-WAY LINE. - ' LSON 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 06/06/23 INITIAL SUBMISSION AVJ TOTAL 10.5 23.0 26.0 04/26/24 REV1 woo PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT& BASE. IXX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS OF NO. N0 TFS D- 8 0 5 SIZE D SHEET: NTS TWIN CUB- DE- SAC SHEET D160FD16 FILE NAME:TWINID 0898FA 01 CD