Loading...
HomeMy WebLinkAboutTWINID_0898EA_05_REV0 I '��� 1 - - I '' - �'--��;�ti r�'° �.aL xr �. _ ,,��1-f. -�- - - I _ ,_ — ....,.•.o � _ ,_ — , F� __C _i� _ 1 +• it _ 1 � r!1 �• _ y } 5 6 11Lr■■Y^�, i 'Y, 4' I•�I 1 S � L._ � •S ` y y '__ N �� � �i ' _ T} 1- �' t 1 ` � 1 I � f _ I 1 'L_ J ..''', �! tr �,� : _ 's- . __ ; .�"� �r.�-,.,.yid"l�, I ;• r1 _. — a !' TDS DIGune- Dig Line,Inc. — • . T ; TWINID TWIN FALLS,ID 40 MATERIAL DESCRIPTION QTY ACTUAL mow- 01 -AM „-- • dift ! '• - ail r• �'T— !—sue �, I ♦ ►• '.v � �� - TDS own 1 r �,lTILSON 7;] 1 7i "T - PERMIT • JURISDICTION1 UNDERGROUNDNEW 1 EXISTING UNDERGOUNDSIZE B SHEET: NTS SHEET A02 OF A03 FILE NAME:TDS • 0898EA 05 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TWINID_0898EA_05 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-C12 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 . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 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 07/14/23 INITIAL SUBMISSION NV . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898EA 05 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 05 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION NV Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TDS TWINID 0898EA 05 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 07/14/23 TWINID 0898EA 05 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. 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 o�/tn/23 INITIAL SUBMISSION NV MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TDS TWINID 0898EA 05 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E WE 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 oIL DIRECTIONAL BORE CONDUIT Ds DB(1)1.251' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DH— DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898EA 05 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1F DROP FIBER DB ` DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID - - one EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER —W W CENTERLINE —CA —C/L PROPOSED HH RIGHT-OF-WAY —R/w — — —R/w — — ELECTRICAL MANHOLE(EMH) ^ EDGE OF PAVEMENT FOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— TRANSFORMER(TRA) GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL B8G B8G WATER VALVE(WV) C12 TERMINAL 0 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL oil Qn3 INITIALSUBMISSION NV GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898EA 05 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu 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 i SD STORM DRAIN E POWER LINE jE] ELECTRIC HANDHOLE Q ELECTRIC VAULT I ELECTRIC METER m ELECTRIC CABINET 4 ® ELECTRIC MANHOLE lUl TRANSFORMER 428 LIGHT POLE SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE J � ® CATCH BASIN CULVERT Lo — 7 M/a M/a —� ! Con1ter�Iley St Lukas at N Haver \ PIPED LATERAL U W o 01 �$ W W W \ P a ,(z cot � W L:15T 9Cheney Dr W Cheney DB(1)1.25" C07 COG LCO3 i O \ cow 1116- D 05 B R/W Co' R/W R 35'UTILITY EASEMENT ` TWIN FALLS COUNTY OB I Y UU DOC#:019950 A v Q� r A 1+57 PLACE NEW f Q 14"(dX24"AXS 400 LT DUTY HH AT A 0+00 PLACE NEW `y drf 042.58838016,-1 14.48981670 q 2+g2 14"OJX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:1100-009 \ 042.58833915,-114.48923519 4 4 GR/GB:N/ISO:N L:14T ACCESS POINT ID:1100-008 PREPARED FOR: DB(1)1.25" I GR/GB:N/ISO:N 3 ' A 3+05 PLACE NEW d 14"OJX24"AXS 644 LT DUTY 55 AT 51 T I L S O N 042.ACCESS POINT 14.4890-010 \, �c ACCESS POINT IDa 100-010 \ � GR/GB:N/ISO:N \ n\ \ T:(207(591-6427 F:(207)772-3427 \ info@tilsontech.com _ I REVISIONS \ / DATE I DESCRIPTION INITIAL 15'UTILITY EASEMENT ¢ \ 07/14/23 INITIAL SUBMISSION NV TWIN FALLS COUNTY 1 �DOC#:019950 i �itr R/W \ \ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C01 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C01 GAS LINE —w WATER MAIN SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT Fn ELECTRIC METER m ELECTRIC CABINET L:1 71' ® ELECTRIC MANHOLE LIGHT POLE DB(1)1.25" cm m ,p O$ SEWER MANHOLE © GAS MANHOLE _ ® SEWER VALVE ® GAS VALVE m \ �j - ❑n TRAFFIC SIGNAL GAS METER A 4+76 PLACE NEW © COMM MANHOLE ® WATER VALVE 14"0X24"AXS 400 LT DUTY HH AT i i I 042.58763684,-114.48955299 = � © COMM HANDHOLE � HYDRANT ACCESS POINT ID:1100-011 \ ® COMM PEDESTAL Q WATER METER GR/GB:N/IS N UTILITY EASEMENT 0 DRAINAGE MANHOLE l L�UTILITY POLE / \ 53' \ TWIN FALLS COUNTY ® CATCH BASIN CULVERT 3 ! DOC#:027547 \ a9ic VWey St Lukas at N Haver \ Center O TT1 _ L:164 m U DB(1)1.25" \ �+ 0 11� 01 m �^ LLJ 2 P a 102 C0 ui ! �i _ - �j 15'UTILITY EASEMENT \ C07 COG CO3 U) TWIN FALLS COUNTY O DOC#:019950 \ r 14 C0we 3 PIPED \ 05 G06 _U A 6+40 PLACE NEW LATERAL Y 14"(dX24"AXS 400 LT DUTY HH AT \ 042.58718561,-1 14.489551 13 ACCESS POINT ID:1100-012 I 3 S C� GR/GB:N/ISO:N y dry Q� G = m C m PREPARED FOR: L:166' ETILSON I DB(1)1.25" i T:(207(591-6427 F:(207)772-3427 15'UTILITY EASEMENT info@tllsontech.com l M 1 IP � TWIN FALLS COUNTY � REVISIONS DOC#:004281 DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION NV I m m SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO2 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE W WATER MAIN _ IS SEWER SD STORM DRAIN r —E POWER LINE A8+06 PLACE NEW E] ELECTRIC HANDHOLE QELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINS 042.58673030,-114.48955031 .ZI ® ELECTRIC MANHOLE ACCESS POINT ID:1100-013 E � TRANSFORMER GR/GB:N/ISO:N LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE L ® SEWER VALVE ® GAS VALVE tr w � ❑n TRAFFIC SIGNAL � GAS METER :fl I © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE � HYDRANT •• ® COMM PEDESTAL WATER METER ' C I Of QD DRAINAGE MANHOLE 0 UTILITY POLE C rTl ® CATCH BASIN CULVERT m L:163' DB(1)1.25" PIPED agic VWey St Lukas at N Haver � 15'UTILITY EASEMENT LATERAL *E Center TWIN FALLS COUNTY O DOC#:004281 U (;2 z 11y 01 A 9+70 PLACE NEW £1 LJ„I 53'UTILITY EASEMENT I 14"OX24"AXS 400 LT DUTY HH AT �' P a t� � co w 042.58628169,-114.48954763 TWIN FALLS COUNTY = ACCESS POINT ID:1100-014 027547 Co C07 C � CO3 GR/GB:N/ISO:N c O i r" m I i�6+ 05 Coo DB(1)1.25" U\ -� A 10+59 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT PREPARED FOR: 042.58603776,-114.48954760 ACCESS POINT ID:1100-015 GR/GB:N/ISO:N I II �Z � TILSON r ` T:(207(591-6427 F:(207)772-3427 C info@tilsontech.com m REVISIONS L 149 I DATE DESCRIPTION INITIAL DB(1)1.25" ' p� 07/14/23 INITIAL SUBMISSION NV n �+ 3/fl — SCALE U/E SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO3 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 rr�DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE w WATER MAIN _ SS SEWER 3 j SD STORM DRAIN J —E POWER LINE ` I - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT A 12+08 PLACE NEW ELECTRIC METER m ELECTRIC CABINET ® �y 14"OJX24"AXS 400 LT DUTY HH ELECTRIC MANHOLE AT � lUl TRANSFORMER 042.58562858,-1 14.48955717 c I LIGHT POLE I ACCESS POINT ID: /ISO rn� 16 GR/GB:N ISO:N OS SEWER MANHOLE © GAS MANHOLE \ ® SEWER VALVE ® GAS VALVE - ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE \� © COMM HANDHOLE HYDRANT 7 - 15'UTILITY EASEMENT ^ TWIN FALLS COUNTY ® COMM PEDESTAL l�1 WATER METER DOC#:009568 OD DRAINAGE MANHOLE �)UTILITY POLE PIPED 2 L:157' '. LATERAL ® CATCH BASIN CULVERT DB(1)1.25" I TWIN FALLSCOUNTY us — DOC#:027547 W PIPED agic ViAIley St Lukas at N Haver Center � LATERAL� A 12+84 0l - T i c Jlip U rn 60'UTILITY EASEMENT _ W O % TWIN FALLS COUNTY 6(;1;2 2 l la 01 I 'r L D r A 13+65/B 0+00 PLACE NEW DOC#:027547 L, P D for CO2 Lu 14"O)X24"AXS 400 LT DUTY HH AT lJ_l 042.58519766,-114.48955962 ACCESS POINT ID:I 100-017 U E —U/E _ C07 C L.220' GR/GB:Y/ISO:N LATERAL 42 B 2+18 PLACE NEW �` CO3 DB(1)1.25" 15'UTILITY EASEMENT V) 14"OSX24"AXS 400 LT DUTY HH AT O Tn L:2It$ 042.58514727,-114.48876980 LJ Go 05 114 . L TWIN FALLS COUNTY ( ) ACCESS r DOC#:009568 POINT ID:I 100-17.1 DB 1 1.25" GR/GB:Y/ISO:N S U DB �Y M/a A 13+94 PREPARED FOR: • -•- '1 • 'r '• W —W • -•- W R/W 0 ui - R/ ETILSON 3 Q � /� - T:(207(591-6427 F:(207)772-3427 � _ - — info@tilsontech.com Lu I _:_ i REVISIONS �Ib DATE I DESCRIPTION INITIAL T 4' It 07/14/23 INITIAL SUBMISSION NV 1 r Q CL SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C04 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C09 GAS LINE w WATER MAIN SS SEWER I SD STORM DRAIN / 3 —E POWER LINE f7.5'UTILITY EASEMENT E] ELECTRIC HANDHOLE Q ELECTRIC VAULT TWIN FALLS COUNTY ELECTRIC METER m ELECTRIC CABINS 7.5'UTILITY EASEMENT DOC#:009568 1 17 ® ELECTRIC MANHOLE TRANSFORMER TWIN FALLS COUNTY I L:84' LIGHT POLE DOC#:007222 A DB(1)1.00" � 3 O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE F 0+82 PLACE NEW TRAFFIC SIGNAL GAS METER /��� I ( ❑ 14"O)X24"AXS 400 LT DUTY HH AT / \ ` TS G\-� \ � © COMM MANHOLE ® WATER VALVE ACCESS POI , ID:119 44770 -024-3 U/E / Mja U/E J— I 11/F © COMM HANDHOLE � HYDRANT ACCESS POINT IDa 100-024-3.1 N/N --- - ^ GR/GB:Y/ISO:N M/N ® COMM PEDESTAL l91 WATER METER w � - O DRAINAGE MANHOLE C-Q)UTILITY POLE ® CATCH BASIN CULVERT I W W W W \ 3 I Ic.V�Iley St Lukas at N Haver R/W� R/W U/E _ / —ter �� _- 3/n I I O U ��F R/a , I ILF U W 0 I A 21+66 PLACE NEW ^ 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT A 19+75 PLACE NEW PIPED I rg5c a �J,J TWIN FALLS COUNTY 042.58514828,-1 14.49246023 14'OX24"AXS 400 LT DUTY HH AT P 2� + LATERAL A 15+g5 PLACE NEW w t— Lu DOC#:007222 ACCESS POINT ID:I 100-021 042.58514147,-114.49175393 3 A 17+45 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT w GR/GB:N/ISO:N ACCESS POINT ID:1100-020 14"OX24"AXS 400 LT DUTY HH AT 042.58512900,-1 14.49030911- GR/GB:N/ISO:N 042.58513556,-114.49090456 15 UTILITY EASEMENT ACCESS POINT ID:I 100-018 = C07 (f 1 ACCESS POINT ID:1 100-019 TWIN FALLS COUNTY GR/GB:N/ISO:N (f w 15'UTILITY EASEMENT TWIN FALLS COUNTY L:190 c GR/GB:N/ISO:N DOC#:009568 O DB(1)1.25" DOC#:009568 DB(1)1.25" A 19+46 r m L:230' L:160' 0 Co%, 6 6 E- _3 n I ,I DB(1)1.25" DB(1)1.25" r S M D 21--- F II��\\ QY v M/21 LJ DB -' __ 3 -- A 19+54 I C011ege Rd W PREPARED FOR: 1 - IN Collecle R• W W - R/W Q�� — — R/W — — Q ETILSON T:(207(591-6427 F:(207)772-3427 Q I info@tilsontech.com z REVISIONS Z DATE I DESCRIPTION INITIAL - I I 07/14/23 INITIAL SUBMISSION NV s SCALE 3 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C05 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu•.uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE W WATER MAIN C 2+11 PLACE NEW= IS SEWER ` 14"S/7X24"AXS 400 LT DUTY HH AT -so- STORM DRAIN E POWER LINE 042.58568442,-1 14.49347970 I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L:175' ACCESS POINT ID:1100-22.2 w�f DB(1)1.25" I \ ELECTRIC METER m ELECTRIC CABINET GR/GB:Y/ISO:N S IMP- I ® ELECTRIC MANHOLE JI LIGHT POLE � TRANSFORMER /E SEWER MANHOLE © GAS MANHOLE — ' M/a ® SEWER VALVE ® GAS VALVE C1+bg MEADOWSPARK TRAFFIC SIGNAL �G GAS METER © COMM MANHOLE ® WATER VALVE _ DR © COMM HANDHOLE HYDRANT W ® COMM PEDESTAL lip METER s J C 0+34 O DRAINAGE MANHOLE l-L�UTILITY POLE Lu 0 � �_ ® CATCH BASIN CULVERT R/W z I _ •-• / Lu ` L:87' \ F R/W agic ViAIley St Lukas at N Haver \= Center C 1+24 PLACE NEW L:124 Ln C 1 1.25" C)14"0X24"AXS 400 LT DUTY HH AT 0+80 DB(1) r _ I 042.58546810,-1 14.49349163 A 24+48/C 0+00 PLACE NEW j U W O ACCESS POINT ID:1100-22.1 14"(dX24"AXS 400 LT DUTY HH AT 3 GR/GB:N/ISO:N \ (;2 2 I it 01 \ 042.58548702,-1 14.49305863 ik ACCESS POINT ID:l 100-022 ° }'^ V. r w 10'UTILITY EASEMENT GR/GB:Y/ISO:N � w P t— a 1� CO2 \ TWIN FALLS COUNTY DOC#:007222 w C07 A` �, CO3 3 10'UTILITY EASEMENT I (n TWIN FALLS COUNTY DOC#:007222 A 23+29 O COe Cos Goa U \� M B I Y W •, 7 dr PREPARED FOR: R/W R/W —R/W i N F _ ETILSON ..,..« J \ T:(207)591-6427 F:(207)772-3427 Lu info@filsonfech.com zz REVISIONS Lu DATE DESCRIPTION INITIAL 3 07/14/23 INITIAL SUBMISSION NV f � SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV I C06 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT MATCH TO SHEET #C 0 8 _ —P/L — PROPERTY LINE GAS LINE —W WATER MAIN — SS SEWER UTILITY EASEMENT —SD— STGRM DRAIN TWIN FALLS COUNTY —E POWER LINE DOC#:007222 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L.354' lb ELECTRIC METER m ELECTRIC CABINET kp ?' A30+92 DB(1)125" ® ELECTRIC MANHOLE �y I 3/n A 30+71 �� A 28+87 � _ lUl TRANSFORMER IGHT POLE It M/NP = I�/ 3/n— 3/n O SEWER MANHOLE © GAS MANHOLE 7 it, s �- � � —M �- I n� ® SEWER VALVE ® GAS VALVE .a Dr. Y = Q TRAFFIC SIGNAL � GAS METER lip NL.168' © COMM MANHOLE ® WATER VALVE DB(1)1.25" © COMM HANDHOLE HYDRANT 0 - • ® COMM PEDESTAL Q WATER METER M � W W_, O DRAINAGE MANHOLE C-0)UTILITY POLE m ftl� R W DB ® CATCH BASIN CULVERT / -- q _ I� ► i I iAll pY St Lukas at N Haver J L:300' Cr A 27+56/D 0+00 PLACE NEW \ U W 14"OJX24"AXS 400 LT DUTY HH AT — — I 042.58632954,-114.49305099 Ic ,2 2 1ly Ol ACCESS POINT ID:1100-024 }!� GR/GB:Y/ISO:N H---. a 102 COa �_ I w �•E I w C07 C�` CO3 V/ •t \ T � I I 0 L:132' � W a' N I DB(1)1.25" I \ O CG 05 COG 6 Lu 10'UTILITY EASEMENT — TWIN FALLS COUNTY U � w DOC#:007222 LLJ S Q \ A m I PREPARED FOR: A 26+23 PLACE NEW IL 14"OX24"AXS 400 TIER 8 HH AT 042.58596706,-114.49305368 c ACCESS POINT ID:1 100-023 m ter 3 GR/GB:N/ISO:N I I T I L S O N L T:(207(591-6427 F:(207)772-3427 T info@filsonfech.com 3/n 'j 3 • REVISIONS LL" DATE DESCRIPTION INITIAL07/14/23 INITIAL SUBMISSION NV -, If I SCALE -- SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C07 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE w WATER MAIN 1 SS SEWER SD STORM DRAIN E POWER LINE PLACE NEW ELECTRIC HANDHOLE Q ELECTRIC VAULT 1 S 400 LT DUTY HH AT 0'UTILITY EASEMENT ELECTRIC METER m ELECTRIC CABINET 14"St7X24"AX TWIN FALLS COUNTY 7.5'UTILITY EASEMENT ® 7zz I 042.58769230,-1 14.49352301 ELECTRIC MANHOLE _ DOC#:006931 ACCESS POINT ID:1100-025-8 TWIN FALLS COUNTY TRANSFORMER GR/GB:N/ISO:N DOC#:006931 L:200' LIGHT POLE LJ \ SEWER MANHOLE GAS MANHOLE I1SEWER VALVE GAS VALVE L 3+01 OPTITAP:30/70 TS TRAFFIC SIGNAL G GAS METER �? COMM MANHOLE ® WATER VALVE ° - © COMM HANDHOLE HYDRANT _ _ U/E ® COMM PEDESTAL Q WATER METER L:2OO' QD DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT _ ® OPTITAP:TERMINATING PLACE NEW 10'UTILITY EASEMENT 14"OJX24"AXS 400 LT DUTY HH AT PIPED TWIN FALLS COUNTY 042.58768918,-1 14.49297273 LATERAL a DOC#:007222 ACCESS POINT ID:1100-025-7 �I c v0ley St Lukas at N Haver,w GR/GB:N/ISO:N ter � I f 3: 1 Put 01 �F M — 3/n /a O / MEGAN CT �- -M/a u j P a 1� cot D o W W C07 C�` CO3 LT n— (n o � - W Lu Q 05 004 6 —�—R/W / L:601' _ S DB(1)1.25" R/W $Y - I - U 10'UTILITY EASEMENT I IN FALLS COUNTY DOC#:007222 PREPARED FOR: A 32+37/L 0+00 PLACE NEW PLACE NEW I 14"OJX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 LT DUTY HH AT ' 46' 042.58699073,-114.49364214 042.58698589,-114.49317142 ° DB(2)1.25' ACCESS POINT ID:I 100-025 ACCESS POINT ID:1 100-025-9 Y/ISO:N GR/GB:N/ISO:N ETILSONOPTITAP:10/90 � 100'TAIL L 200' /n T:(207(591-6427 F:(207)772-3427 3/n n — info@tilsontech.com u/E— - REVISIONS A 31+91 /L 0+46 U� DATE DESCRIPTION INITIAL OPTITAP:10/90 07/14/23 INITIAL SUBMISSION NV 10'UTILITY EASEMENTis TWIN FALLS COUNTY L:200' DOC#:007222 15 UTILITY EASEMENT TWIN FALLS COUNTY SCALE f I DOC`:007222 SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C08 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu.•uu FUTURE DIRECT BURY 1 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 � vrJ SD STORM DRAIN / —E POWER LINE ar E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET —� ELECTRIC MANHOLE \Zo TRANSFORMER _ L:200' \ LIGHT POLE n \ O$ SEWER MANHOLE © GAS MANHOLE 3/fl _ T1 E 2+60 PLACE NEW 7.5'UTILITY EASEMENT �• ® SEWER VALVE ® GAS VALVE M/N 1 14"OX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY GAS METER yi •• \ / TS TRAFFIC SIGNAL G 042.58668623,-1 14.49150544 DOC#:004281 ❑ ACCESS POINT ID:1100-024-1.2 Q � GR/GB:Y/ISO:N PLACE NEW COMM MANHOLE WATER VALVE C COMM HANDHOLE HYDRANT E 1+76 14"OX24"AXS 400 LT DUTY HH AT ^ /\ 042.58655987,-1 14.49078508 ® COMM PEDESTAL `p WATER METER OPTITAP:10/90 \ 7.5'UTILITY EASEMENT ACCESS POINT ID:1100-024-8 QD DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY IGR/GB:N/ISO:N DOC#:019950 CATCH BASIN CULVERT U — W�g /E L:136' _ _ __ DB(1)1.25" E 1+84 OPTITAP:10/90 E 0+15 L:124' \ E 1+24 PLACE NEW cv,/\ I 'lagic ViAlley St Lukas at N Haver DB(1)1.25" 14"9�X24"AXS 400 LT DUTY HH AT c Center042.58656025,-1 14.49197430 ACCESS POINT ID:1 100-024-1.1 G "' - M 0 10'UTILITY EASEMENT D 2+49/E 0+00 PLACE NEW GR/GB:N/ISO:N F\ R' 0 TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT L 200' U 1 Doc#:007222 M� U c2 z lit 01 042.58654826,-114.49242988 5'UTILITY EASEMENT w w p Th ACCESS POINT ID:I 100-024-1 TWIN FALLS COUNTY GR/GB:Y/ISO:N DOC#:019950 "� — ` P P l0l Cob W L:s�' F�� W IJ_I DB(1)1.00" R, \/ W E NEW D 3+37 PLACE NEW 14"�X24"AXS 400 LT DUTY HH AT I1gl PLAC Col C CO3 14"OX24"AXS 400 LT DUTY HH AT �� w 042.58622462,-1 14.49078421 O — 042.58630845,-114.49243330 z� ACCESS POINT ID:1 100-024-7 O CG ! 05 C04 ACCESS POINT ID:1 100-024-2 GR/GB:N/ISO:N 7.5'UTILITY EASEMENT GR/GB:Y/ISO:N C TWIN FALLS w W /R�w./ OPTITAP:10/90 COUNTY U DOC#:007222 L:300, : R UTILITY EASEMENT Rr TWIN FALLSCO COUNTY G Q� DOC#:009568 ••; PREPARED FOR: 1. ASEMENT 7.5'UTILITY EASEMENT 75'UTILITY E � 7.5'UTILITY EASEMENT R/W/ TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:FALLS CO 950 TWIN FALLS COUNTY DOC#:019950 _ PLACE NEW I DOC#:019950 14"OX24"AXS 400 LT DUTY HH AT PIPED ACCE583771, ID.111 4.490425521024-6 G 0+00 PLACE NEW I � LATERAL ACCESS POINT ID:1 100-024-6 ETILSON 14'OX24"AXS 400 LT DUTY HH AT ��iiii... GR/GB:N ISO:N F 0+00 PLACE NEW 042.58585247,-114.49169918 G 2+03 PLACE NEW L'+I 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT T:(207(591-6427 F:(207)772-3427 \ ACCESS POINT ID:1 100-024-4 L:203' 7.5'UTILITY EASEMENT info@filsonfech.com 042.585861 17,-114.49243970 GR/GB:Y/ISO:N 042.58584160,-1 14.49094462 TWIN FALLS COUNTY ACCESS POINT ID:I 100-024-3 DB(1)1.00" ACCESS POINT ID:1 100-024-5 A I 7.5'UTILITY EASEMENT DOC#:004281 REVISIONS GR/GB:Y/ISO:N GR/GB:Y/ISO:N TWIN FALLS COUNTY L:300' DATE DESCRIPTION INITIAL 3 DOC#:009568 OPTITAP:10/90 2 CABLES OPTITAP:10/90 07/14/23 INITIAL SUBMISSION NV J c Y — � \ OPTITAP:10/90 SCALE 11 L:300' _ OPTITAP:10/90 I L:200' SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C09 OF C 12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MA H TO SHEET #C 11 GAS LINE W WATER MAIN m — — IS SEWER SD STORM DRAIN 10'UTILITY EASEMENT m PLACE NEW 3 L:197 —E POWER LINE DB(1)1.25" ELECTRIC HANDHOLE V ELECTRIC VAULT TWIN FALLS COUNTY 14"9JX24"AXS 400 LT DUTY HH AT 7.5'UTILITY EASEMENT � � DOC#:006931 ! 042.58773228,-114.49153502 I TWIN FALLS COUNTY L:2OO' ELECTRIC METER m ELECTRIC CABINET L:360' I ACCESS POINT ID:1 100-025-14 DOC#:007222 ELECTRIC MANHOLE 7.5'UTILITY EASEMENT GR/GB:N/ISO:N&L DB(1)1.25" I H 0+00 PLACE NEW TRANSFORMER TWIN FALLS COUNTY LIGHT POLE DOC#:006931 L:200' 14"0X24"AXS 400 LT DUTY HH AT L:400' w 042.58773607,-1 14.49053663 OS SEWER MANHOLE © GAS MANHOLE -. OPTITAP:20/80 ACCESS POINT ID:1100-024-11 OPTITAP:30/70 — GR/GB:Y/ISO:N SEWER VALVE GAS VALVE (y�2+]0 C ❑n TRAFFIC SIGNAL GAS METER 7.5'UTILITYEASEMENT m I + © COMM MANHOLE ® WATER VALVE OPTITAP:30/70 —_ TWIN FALLS COUNTY I I _ © COMM HANDHOLE HYDRANT DOC#:006931 I 4 - n ® COMM PEDESTAL `P WATER METER L:200' O DRAINAGE MANHOLE 0 UTILITY POLE PIPED T I I ® CATCH BASIN CULVERT 10'UTILITY EASEMENT TWIN FALLS COUNTY LATERAL S Ic 15'UTILITY EASEMENT DOC#:007222 M 3+60 PLACE NEW ` m I = i�jI w TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 3 DOC#:01W9950 q 042.58768622,-114.49248060 L:200' 1agic V�Iley St Lukas at N Haver ACCESS POINT ID:I 100-025-6 3 I Center 00 GR/GB:Y/ISO:N PLACE NEW N Q 14"0X24"AXS 400 LT DUTY HH AT Q U m 042.58739156,-1 14.49153370 U O ACCESS POIGR/GBl NO/ISO1N I TWIN TILITY EASEMENT PLACE NEW FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 6cX2 4 14 114 Ol -3/n DOC#:007222 042.58736598,-114.49054137 l \ ACCESS POINT ID:I 100-024-10 a tOT CO2 LU M/a -1 y>/y 'PrI GR/GB:N/ISO:N w w OPTITAP:15/85 w W J 1+94 PLACE NEW / = Col COG CO3 (f� ' OPTITAP:20/80— / (A14"OX24"AXS 400 LT DUTY HH AT 042.58721581,-1 14.49157600 0 ACCESS POINT G1100--025 1N h C_ I 0 Cp 05 COa 6 - ' m \ L:200' = Y R/W RA \ OPTITAP:15/85 L 100' U Q� I -U E I U E \ / 7.5'UTILITY EASEMENT a \ / TWIN FALLS COUNTY y °' DOC#:019950 � Q '! Q� G \ ram• �I G T+ PLACE NEW \ ` j J\ PREPARED FOR: 14"OX24"AXS 400 LT DUTY HH AT / 042.58698215,-114.49269072 \ �y PLACE NEW / ACCESS POINT ID:I 100-025-10 G. 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N 15'UTILITY EASEMENT 042.58694874,-1 14.49071005 6 4C OPTITAP:10/90 TWIN FALLS COUNTY O� ACCESS POINT ID:I 100-024-9 ^\� 7.5'UTILITY EASEMENT T I L 5 0 N DOC#:007222 / GR/GB:N/ISO:N TWIN FALLS COUNTY (� PIPED / DOC#:004281 LATERAL J \ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com \ \ _ REVISIONS DATE I DESCRIPTION INITIAL OPTITAP:10/90 L:200' G \ OPTITAP:15/85 07/14/23 INITIAL SUBMISSION NV J 0+00 PLACE NEW / 14"OX24'AXS 400 LT DUTY HH AT L:194' \ `� 042.58697489,-1 14.49221770 oll I ACCESS POINT ID:I 100-025-1 1, \ / SCALE GR/GB:Y/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C10 OF C12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu 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 W W '\ SD STORM DRAIN E POWER LINE C H E N EY DR W ELECTRIC HANDHOLE Q ELECTRIC VAULT \ ELECTRIC METER m ELECTRIC CABINET R/W R/W W ® ELECTRIC MANHOLE �- TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE i /0 \ 0 TRAFFIC SIGNAL GAS METER \ © COMM MANHOLE ® WATER VALVE \ I I © COMM HANDHOLE HYDRANT LU N 0+82 PLACE NEW C -- I R W @ COMM PEDESTAL ` WATER METER 14"OX24"AXS 400 TIER 8 HH AT fTl �H QD DRAINAGE MANHOLE 0�)UTILITY POLE 042.58863516 -1 14.49216410 CATCH BASIN CULVERT ACCESS POINT ID:I 100-025-5.1 \ K 0+71 PLACE NEW i 0 \ ® 14"OX24"AXS 400 LT DUTY HH AT I r GR/GB:Y/ISO:N 042.58859122,-1 14.49153510 rn mACCESS POINT ID:1100-025-16.1 L:82' i GR/GB:Y/ISO:N .1agic V�Iley St Lukas dr N Haver DB(1)1.25"' Center (11 10'UTILITY EASEMENT I UHF \ TWIN FALLS COUNTY i Q U DOC#:006931 I I \ U L:71' TI 15'UTILITY EASEMENT N 0+18 I DB(1)1.09' � rn I G 2 11� Ol TWIN FALLS COUNTY �� r�� I i A a_ OPTITAP:15/85 w006931 -� K 0+00 PLACE NEW U/F w P a t� Cot 14"OX24"AXS 400 LT DUTY HH AT t- 042.58839572,-114.49153370 W ACCESS POINT ID:1 100-025-16 = C07 COG CO3 GR/GB:Y/ISO:N O L:200' OPTITAP:TERMINATING I O co OS G06 F-- M 0+00/N 0+00 14"OX24"AXS 400 LT DUTY HH AT __ _ H 1+97 PLACE NEW �Y U 042.58841 172,-1 14.49218520 14"OX24"AXS 400 LT DUTY HH AT U `t ACCESS POINT ID:I 100-025-5 I L:100 H 2+82 PLACE NEW 042.58808890,-1 14.49028632 GR/GB:N/ISO:N 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:1100-024-12 +T drr C< TWIN FALLS COUNTY TWIN FALLS COUNTY 042.58809038,-114.49060382 GR/GB:N/ISO:N G I I DOC#:006931 DOC#:007222 ACCESS POINT ID:I 100-024-12.1 x - G Q/ 10'UTILITY EASEMENT w GR/GB:Y/ISO:N 5'UTILITY EASEMENT TWIN FALLS COUNTY I c I 0 TWIN FALLS COUNTY PREPARED FOR: 006931 m ~ T DOC#:019950 _ y L:86' t I I 15'UTILITY EASEMENT DB(1)1.25" o � 3/fl 3/D � OPTITAP:30/70� I TWIN FALLS COUNTY � M/a M/a \� DOC#:019950 ETILSO N PLACE NEW I f1/u - 3/ T:(207(591-6427 F:(207)772-3427 14'OX24'AXS 400 LT DUTY HH AT I '� \ — ^t7 n— info@tilsontech.com 042.58812518,-1 14.49153370 5'UTILITY EASEMENT OPTITAP:TERMINATING- ACCESS POINT ID:I 100-025-15 c I ;D TWIN FALLS COUNTY H 0+82 REVISIONS GR/GB:N/ISO:N m I _ - DOC#:019950 DATE DESCRIPTION INITIAL T 07/14/23 INITIAL SUBMISSION NV R/W - - TL 1- u/E SCALE M 1+80 c H 1+49IIN SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C11 OF C12 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_05 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 DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu 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 W SD STORM DRAIN R/W CHENEY DR W IL E POWER LINO ELECTRIC VAULT ELECTRIC HANDHOLE R/W R/W ® ELECTRIC METER m ELECTRIC CABINET R ELECTRIC MANHOLE U/E LIGHT POLE �y 3/n lUl TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE a \ ❑n TRAFFIC SIGNAL GAS METER ©10'UTILITY EASEMENT COMM MANHOLE ® WATER VALVE \ m TWIN FALLS COUNTY © COMM HANDHOLE HYDRANT cr DOC#:006931 \ L 7+94 PLACE NEW ® COMM PEDESTAL l�1 WATER METER 14"OX24"AXS 400 TIER 8 HH AT m 042.58860284,-114.49318634 QD DRAINAGE MANHOLE 0 UTILITY POLE 0 3 � \ ACCESS POINT IDa 100-025-3 ® CATCH BASIN CULVERT _ GR/GB:N/ISO:N _ L 7+60 I / agic VWey St Lukas at N Haver L:89" Center L 8+38 � L:142' U W a L 7+05 PLACE NEW DB(1)1.25" _ 14"OX24"AXS 400 TIER 8 HH AT Y _ 2 2 lit Ol LL] I i— 042.58846334,-114.49342505jd&j `n ACCESS POINT ID:1 100-025-2 I L:200' w �' 4:: a 10 CO2' � 3 GR/GB:N/ISO:N z Q m LL 3/f1 ` T C07 C� CO3 ZLLJ / V I 3 L:58' OPTITAP:15/85 05 G06 co w � - OPTITAP:10/90 L 8+82 3 L 6+47 PLACE NEW = Y _ 14"042.5 AXS 74,-1 DUTY 34 AT U — —� — 042.58831574,-1 14.49334006 I ACCESS POINT ID:1100-025-1 L 9+36 PLACE NEW b GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT < drl 042.58841835,-114.49281241 G 10'UTILITY EASEMENT ACCESS POINT ID:I 100-025-4 I .b 4 TWIN FALLS COUNTY L 5+90 I GR/GB:Y/ISO:N PREPARED FOR: A DOC#:006931 15'UTILITY EASEMENT I _ L 5+71 u TWIN FALLS COUNTY — G DB 3/ DOC#:006931 — � fl \— $/,a/ m/a ETILSON L4,60 �'7 3 T:(207(591-6427 F:(207)772-3427 \ \ —� Of info@filsonfech.com REVISIONS W DATE DESCRIPTION INITIAL m — 07/14/23 INITIAL SUBMISSION NV R/W � L u 10'UTILITY EASEMENT u% ~TWIN FALLS COUNTY Q SCALE LLLDOC#:006931 _ SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C12 OF C12 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 05 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—III—III—III—I I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I�I I—I I MI I la I—I I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMI1-111 11ElI III REFER TO TFSD-306 il � 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=1I I—I I I—I I1=I I I�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 'I-1 I I—III DETAIL L�I I�I—I I M I I—III; =III—III—III=III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W —I I�I—I I M.1 11-1 I ANY NUMBER OF INNERDUCTS 1 � _ AND/OR HDPE's,AS SPECIFIED III-111=111 i &FIBER OPTIC CABLE 11I1IIII�II I I=,1I�I 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 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 111 1 1-111—ITI—I I— _ •�I���—���—���, —I 11=11 I—I 1 I-1 I 1 II—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III-III-III-III 3'MIN "4 DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N I11=III�1I=1 I�n I=I1I-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I-11�111 on a Mission .I I--III—IIIII--I I�I I=11 I�I�I II I�1 I=I1 II I I—II—I I- 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 I-1I—1I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I I�I I—I I1=I I I—I I I= III=II 11=I1 REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—III I.fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-11I—I1 07/14/23 INITIAL SUBMISSION NV IIMII�II- ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. [FILE NAME:TDS TWINID 0898EA 05 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898EA 05 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � tf tt Oy� 1y1 �T+ TTT TTT +++ 1 11 �1 TT11 111 �1�1 1�11T1JJ TTT �1T1 T1T1J1J �y�yT T1 �T 060.00 DETAIL A SCALE 1 : 1 LSON T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com TM DRAVWdG AND IIMCOPYROGHT DRAWN:A Du Tod IDeaMinp140 1 TFtEREJP n THE PROPPIOf lVAA ATrO _ M4A-AXS-400R-ASSY-TDS REVISIONS AMAY 40T Be COPm WHOLLY OR.1 - DATE DESCRIPTION INITIAL PART.At10 THE COrr&M-HEREOF MAY CHECKED: D"^''g-,T'e NOT bE D(SCLOSED TO ANY THIRD07/14/23 INITIAL SUBMISSION NV M4A-A XS-400R-ASSY-TD$ PARTIES WTHOL wRrT-el COt68it- DATE: 14/10/2020 L ItnAru,oLFsaAFR+cA SCALE(A3): 1:6 2o1SIW106/07 EVERfTE FACTORY PROMS,f-E ELBERG SCALE ROAD(RSSOI,KLIPFIVEit 1871 PO 80X 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL.GAUTEtIG SIZE D SHEET: NTS 'i-+27 11 OW 7023 �MA1L-wio*ff o.Com SHEET D02 O F D 16 FILE NAME:TDS TWINID 0898EA 05 AXS 400 HH DETAIL 0 DIG -- Dig Line,Inc. 811 or 800-342-1585 TOP VIEW T ` TWINID 0898EA 05 PHOTO RENDER: rwlN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL -- ----- O 0 450.00 RIGHT VIEW: i m TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A infoOtlsenlecn.00m W oQww�1G ANC TFIE COP`�QOGW DRAWN: A Du Tort °*o"",°1 "HEREOF 6TMPOOPPEl r OF MaA All M4A-AXS-40OR-ASSY REVISIONS 415 38 Ill NOT SE WHOUT 00 14 DATE DESCRIPTION INITIAL PART.All"Cam 7"QEOF MAY CHECKED: °.ewol rail 07/14/23 INITIAL SUBMISSION NV NOT 8E 06CL06ED TO"'Y T}lO k AXS-400R-ASSY PARTIES w{n1OI -WVQMIs:CONSENT. DATE: 17/08/2020 MAN110{.BLAFRICA SCALE(A3): 1:6 201512WI06M7 EV73firtE FACTORY PRSA-4A5.HEIll SCALE ROAD IRSSO;.[LIVRVER 1871 SIZE B SHEET: NTS PO BOX 672 KLO Ill 1871 Mill GAtPTI!IlG SIZE D SHEET: NTS TEL-+27 11 900 7= SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898EA 05 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898EA 05 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 2T.89 A I 20.79 19.69 20,79 , T I L S O N NQ On a Mission T: (207)591-6427 F: (207)772-3427 ?.99 TM DIRAVAOGA1+o THE OOPYR1Gri DRAWN: A Du Torf °iO�"ANO" infoOttlsonlecn.com TMRI50F 15 THE PROPPE3t Y OF MaA Al 40 M4A-AXS-500R-ASSY MAY IXl BE COPol>V%"Ol1Y OR it REVISIONS PART.A14D THE Care rS THMEOf MAY CHECKED: Drawing Tale DATE DESCRIPTION INITIAL NK7T 6E DISCLOSED To 4C *4SETKR 50OR AM CHAMBER REVWl 07/14/23 INITIAL SUBMISSION NV PAF lE3 vinn,our wRr Tt�cacsE+aT_ DATE: 12/08/2020 SECTION A-A SCAL�A3�.1.7 A� 2o1sr3aolos�rn �L =u EVEIRITE FACTORY PR9WSS,HECeJH ?G . 0 21.85 — ROAD(Rsso).KUPRWER 1871 SCALE PO5Ox 672 KUPRIVER 1571 SIZE B SHEET: NTS MDVAAA-GAL'"54G �J — -U:. 11 903 7023 y NETWORKS SIZE D SHEET: NTS MOML 91fo111111"WaA m SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 05 AXS 900 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 0993 0610 0898 r- 0558 SE C T10N A_A TWINID 0898EA 05 —o I — —� — TWIN FALLS,ID E KEY DIMENSIONS FOR 900 M OIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL �--�+ DEEP MEDIUM DUTY ICT ACCESS POINT. — Ap I MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS, FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO. 0070—CIV-002—ASS — ALL OTHER DIMENSIONS AND MATERIAL Y - SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND 3D PART FILES. I CAD FILE REFERENCE C057—CIV-002—ASS. v CONFORMS TO THE MEDIUM DUTY (MD) REOUIREN_NT OF 4C kN ACCORDING TO SANS 1882 2003 m \ tr m o _o - � .22 1 a o 80 30—j 0971 ' T1 SLACK o� BRACKETS - f 050 DRAINAGE T I L S ON O KNOf KOUT On a Mission T: (207)591-6427 F: (207)772-3427 InfoOttlsontech.com I DOME CLOSURE REVISIONS BRACKETS DATE DESCRIPTION INITIAL 7 j 07/14/23 INITIAL SUBMISSION NV DRAWIt K H SCHMITT • � 900 R MD © CivllworkS grct I- C C-CKED: RE ESS 5 DEEP J 900 MM DIA x 900 MM DEEP, FOR ID TAG DATE 2018-M12 MEDIUM DUTY ICT ACCESS SCALE GMKYJP P.0-BOX M KLIPIYER 1871 SCALE: PONT SIZE B SHEET: NTS EVER11TE PP£S FACTORY PREMISES ssa.►181DEUBERGRoan•IaX>FUVEt SIZE D SHEET: NTS GAIUITING.SOMH AFRr-A TMe D"PWAC NC TMt CO►YbOrR 11EAEet 15 1TE 0000"T'•Ci VAL WORK& SECTION B—B TEL 011 9D3 7=011 9D3-MM AND furw0T KCZOPMwloutCAar1u1T,AAID T>tOv+Ttt1Tar1E11i0/WAT SHEET D05OFD16 BAAJL hsha[ 0oa NOT�t 012=490 tO AW TMM "AT�IS M•1 C4jT OLP*MTTEH:OitsfMT YI�T£ i .CDD FILE NAME:TDS TWINID 0898EA 05 CHARLES 101 - 81IXT PEDESTAL DIG -: Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 05 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 ? . 5 INSIDE .•s 7. 5 ' ' PADLOCK INSIDE °• HASP � � s LI .I D I 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION NV 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'*YEIT-OF CXalF3 IN:USTII E7 LTD. uD SNIII 101 6E S[llF .181 UO I101 NIS 01 I-I1000'NP SNIIT I Of 1 IEMDIUCED. CRIE1 a 4F0 I.A°r M.■p IETII.E°T.l TO THFII IITEOTS FILE NAME:TDS TWINID 0898EA 05 CHARLES 104 - 121IX1 1 " PEDESTALS DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898EA 05 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION CITY ACTUAL r- 4 I 1 . 25 INSIDE _= LOCKING- _ HASP I I I I 22 , 00 I 38 . 08 I I 10 , 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com I I REVISIONS DATE DESCRIPTION INITIAL I 07/14/23 INITIAL SUBMISSION NV I 21 , 37 SCALE . 150 I SCALE SIZE B SHEET: NTS lWh z ..a. SIZE oa,�wltiG NO. 'SS. SIZE DSHEET: NTS I qp � B 10 4 H 0 I I - I I O O O W P RE SHEET D07 OF D16 THI$ 11 TIE IKIENT,Cr C&PLEt Iswb'T11E1 LTD m 1N-11 -CT f<f Gt[IlL�w[ .E;KO,EO, CMIEC eR use I..r,r!M�DITLI�EMT�I TO TNIIk I�iNEiTt. ROLE IZS INK III I0001P SHEET FILE NAME:TDS TWINID 0898EA 05 TFSD-301 TYPICAL TRENCH o«- 12 Dig Line, Inc. 2 14 TWINID_0898EA_05 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 OOo SUBGRADE OR Jp o0O0 0 o NATURAL GROUND 1 1 \O I 0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° j p° PROPER SHORING 0 \ O OR LESS THAN 5' �p LEGEND \ o C o /y O` 12 �o \\ 6 O CUT BACK, 12" MINIMUM. O 0 / o \ O O J O O2 SURFACE REPAIR WIDTH, 6' MINIMUM. p N j o O EXISTING SURFACE. F C o j w w =o \\ Op a 13 ® EXISTING BASE. o o �\ < p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w= '3 O° 15 ° 7 >W >Q , 0 0 JOo�/\ © TRENCH BACKFlLL PER SECTION-306. Ir o j Op°0OO° o_0 Vp o p0 //\ O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). w w e. •° 16 6" MIN. \� a a-i \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w i EACH 6 STABILITY (PER SECTION-304). Fe d \ SIDE O °• \\ 10 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 17 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. 1© ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON OA TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFlLL 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. mi ai2s INITIAL SUBMISSION NV 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TDS TWINID 0898EA 05 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT g 2 PER SEC. 3� �4 VARIES o I � p p 1 TWINID_0898EA_05 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 6 5 EXISTING_ 0 11 OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE BASE (MIN.) UNLESS A GRATER DEPTH S 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 OS MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH Og CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. OD 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 07/14/23 INITIAL SUBMISSION NV PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 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 SIZE D SHEET: NTS TWIN OFALLS SURFACE REPAIR DETAILS N� TFSD- 303 SHEET D090FD16 FILE NAME:TDS TWINID 0898EA 05 SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc. 811 or 800-342-1585 W/2 W/2 TWINID 0898EA 05 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. W/2 W/2 3 4 TYPE 2 N.TS. W/2 W/2 0 ­0 Ll NOTES: TYPE 3 O CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2X CROWN ON ALL ROAD TYPES. LEGEN D IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. (D NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8- MIN. OF 3/4- MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95%DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 R (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE O PLACE 10" OF 6' MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED, THE FLOW LINE OF THE DRY DENSITY. DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATEBASE COURSE Q PLACE 3' OF 3/4" ROADMIX GRAVEL. 70 ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 07/14/23 INITIAL SUBMISSION NV APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY. IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCTION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898EA 05 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898EA 05 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL klml a - BOTTOM OF PLANT MIX PAVEMENT 3 a b 6 a d O ad 8 4. :.:;�'::•..:.. r:. EXISTING CITY UTILITY \�----- ----7v n \ LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. O2 SURFACE REPAIRS PER SECIION-307 AND TFSD-303. O3 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. O 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 3/4" OUTSIDE VEHICLE TRAVEL AREA. Op USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE L 5 0 LESS THAN 6" IN DIAMETER. O5 PIPE OR CONDUIT. .. 8O 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. 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 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 07/14/23 INITIAL SUBMISSION NV ®UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TDS TWINID 0898EA 05 SD-307 BORING AND JACKING DETAILS DIG -: Dig Line,Inc. 811 or 800-342-1585 4 TWINID 0898EA 05 1 �n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 18, 24" D SKID DETAIL LEGEND N T �1 SKID CUT TO FIT. O2 CARRIER PIPE. Q 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE. 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8- MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL OUTSIDE PIPE BELL. 2 5 @ 2" X 0.050" STAINLESS STEEL STRAPPING. 4" O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O7 ANNULAR SPACE FILLED WITH SAND, GROUT, 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. le 3 NOTES: 1" MIN. CLEARANCE O IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission 0 SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 tnPoOttlsontec.co SEC11ON A-A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m N.T.S. THE LINE AND GRADE AVOIDANCE OF CARRIER PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 07/14/23 INITIAL SUBMISSION NV 0; IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR I CONSTRUCTION DETAILS NO SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 05 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1GUM Dig Line, Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID 0898EA 05 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 / 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 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 126.0 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. ® 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 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. 0 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. .. 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. 07/I4/23 INITIAL SUBMISSION NV © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 2018 APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898EA 05 TFSD-802 TYPICAL RURAL STREET SECTION ® DIG" : Dig Line,Inc. 811 or 800-342-1585 STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH I TWINID_0898EA_05 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w r— qR/ OP COP R 5 3 eS 5� 6 S £4 P\E 3 �I 3 1 (� 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 h BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 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 0 �, 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. OF 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 milalzs NiTAtSUBMISSION NV DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. O BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898EA 05 TFSD-803 TYPICAL PAVED ALLEY SECTION ® DIG"" : 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" AS MM7 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID FALLS, OS TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION QTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 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� ° QOO O�QOO O�QOO MINUS CRUSHED GRAVEL OO O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH F/L 3" BELO OWN AND EDGE 1 2 -- LEGEND TYPE IV-NEW ALLEYS O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. T I L S O N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. On a Mission T: (207)591-6427 F: (207)772-3427 NOTES: InfoOtnsonleoh.00m OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS t�B ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 07/14/23 INITIAL SUBMISSION NV @ 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. OE 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:TDS TWINID 0898EA 05 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898EA_05 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL .:? \,\9 OF EtP k6 5 SS. Rq p�ps 2 1 Rik' NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. n n 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 DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. OE 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 3% 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. 1O CONCRETE SIDEWALK. 2O STANDARD OR ROLLED CURB. ' O3 RIGHT-OF-WAY LINE. L 5 0.v, STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.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 [16.51 17.0 [20.0] DATE DESCRIPTION INITIAL 07/14/23 INITIAL SUBMISSION NV TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 1 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898EA 05