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HomeMy WebLinkAboutTWINID_0898CA_06_REV0 DFN NAME : TWINID 0898CA 06 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID Mod do 30 9.1 •' -•. � 1Ldcitspr� Ave � .�, A�id;con Are E • '.. NODE CA :� .► Twin Falls �. �/ � ,, � � ♦ , � gar ��• -- �� — rf , z . s I M�nitipel G�If � 1 � -,, • ♦ �'� • � �,� � y� ���:abeth �_ ��- --- Course 'h L �/' •r � �� ``�,q` 9�-P � Ha r m o n TDS PERMIT LOCATION MAP 40 Dig Line,Inc. Z • U Ur 811 or 800342-1585 - t t " . r t� 1 « �. R • � 1 J �'� '• ` -. TWINID_0898CA_06 • • , "� ,A.. • , TWIN FALLS,ID • `^ • MATERIAL DESCRIPTION QTY ACTUAL 3 ` r C05 04 r r ,• Z-0' . r .,. C07 CO3 . • C06 CO2 col START PROJECT 42.56103878/-114.48008760 M .r- Y • � 4 � l NAP • C '+ I • .�ft 30 Imo, .- ,. TIL50IN T. (207) 591-6427 F: (207) 772-3427 PERMIT JURISDICTION SHEETS: C04-005, C08 info®tilsontech.com REVISIONS NEW UNDERGROUND 1 ,450' SHEETS: C04-005, C08 DATE DESCRIPTION INITIAL 10/12/23 INITIAL SUBMISSION FD PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -004, C06-008 NEW UNDERGROUND 5,878' SHEETS: C01 -004, C06-008 EXISTING UNDERGROUND 0' SCALE SIZE B SHEET: NITS TOTAL FT 7,328' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 1 .39 FILE NAME:TWINID 0898CA 06 CD 44 DIGILIN TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898CA_06 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . CO1-008 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 10/12/23 INITIAL SUBMISSION ID . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 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:TWINID 0898CA 06 CD ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898CA 06 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 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 FELIX VIRTO REGIONAL DIRECTOR OF ENGINEERING 786-566-9915 DEPARTMENT OF LANDS (IDL) JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JON TRELATSKY 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 10/12/23 INITIAL SUBMISSION FD 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:TWINID 0898CA 06 CD ® 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 10/12/23 TWINID 0898CA 06 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY 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/t2/23 INITIAL SUBMISSION FD 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:TWINID 0898CA 06 CD 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)1.2511 DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DH— DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898CA 06 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1F DROP FIBER DB � ` DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID - - �n>3 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 CENTERLINE —CA —C/L EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK s/w s/w ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) PROPERTY LINE —— — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L- — F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m I I GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL ITS) ❑rs 38G TERMINAL 68G B8G WATER MANHOLE(WMH) O C12 TERMINAL 0 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER ® T I L S O N On a Mission STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CATCH BASIN(CB) ® EXISTING GAS LINE , REVISIONS CULVERT(CUL) >—< EXISTING POWER LINE , DATE DESCRIPTION INITIAL 10/12/23 INITIAL SUBMISSION FD GAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE ' GAS VALVE(GV) (9 EXISTING SEWER LINE , GAS METER(GM) 451 EXISTING WATER LINE , UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE SIZE B SHEET: NITS UNKNOWN HANDHOLE(UHH) 0 TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TWINID 0898CA 06 CD 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_0898CA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C08 W WATER MAIN 11 SEWER 162 v _ -SD STORM DRAIN POWER LINE C 0+99 PLACE NEW CARS 4 IDAHO —E IRRIGATION LINE 14"OX24"AXS 400 TIER 8 HH AT 1 E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS 042.56158158,-1 14.48121 103 ELECTRIC METER Q ELECTRIC VAULT ACCESS POINT ID:7000-016-1.2 C 2+25 PLACE NEW m ELECTRIC CABINET GR/GB:N/ISO:N ELECTRIC MANHOLE L:99' 14"�dX24"AXS 400 TIER 8 HH AT _ / DB(1)1.25" L:126' 042.56155286,-114.48074561 LIGHT POLE 0 TRANSFORMER L:26' ACCESS POINT ID:7000-016-1.3 DB(1)1.00" DB(1)1.25" GR/GB:N/ISO:N \ OS SEWER MANHOLE © GAS MANHOLE 0 • ®L:50' SEWER VALVE ® GAS VALVE � � D _ DB(1)1.00" TS TRAFFIC SIGNAL GAS METER W-'�� • .�. © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER t /' O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT 762 / "4b,.Av.w M�t L:36' R/W 90 3Q ��� �.w�..a.t1 st L r4mvq. 951 I DB(1)1.00" A 4+35 PLACE NEW L:435' R/W 761i �+ 14"OX24"AXS 400 TIER 8 HH AT H (11 042.56146847,-114.48123160 DB(1)1.25" A 1+36 t 750 0 ACCESS POINT ID:7000-015 U GR/GB:N/ISO:N A 1+27 3: L L:9T � r DB(7)1.25"/DB(1)1.00"ui I° • / — \ 74 C u o4 Addlsan o • ^ W \1� \ C07 CO. 8 2 \ � \ �, w 923 _ d cod cot c 1 O 4 # t 4 I.Zl \ A 0+00/N 0+00 PLACE NEW /T 22"OX21"AXS 500 HH AT AT GROOMING � +tnhmw � 042.56103878,-114.48008760 BY TAWNY /} ACCESS POINT ID:7000-014 / i" a.s Q GR/GB:Y/ISO:N 767 751 PREPARED FOR: 854 50 1 240 L:237' 743 858 I N 3+89 PLACE NEW DB(1)1.25" /� T I L 5 ON 14"OX24"AXS 400 TIER 8 HH AT • 042.56075429,-114.48104780 N 2+37 PLACE NEW ACCESS POINT ID:7010-002 14".5607 AXS 41 1 LT DUTY 60 AT T:(207)fo@til27 F:(207)772-3427 L.151 042.56072170,-114.48048460 \ / info@filsonfech.com DB(1)1.25" GR/GB:N/ISO:N ACCESS POINT ID:7010-001 \ \\ REVISIONS L:152' GR/GB:N/ISO:N 737 DATE DESCRIPTION INITIAL DB(1)1.25" 3 I 10/12/23 INITIAL SUBMISSION FD N 1+21 as M b / /} / 9n M/ N 1+21 245 729 SCALE p / MMIJW23 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV FD C01 OF C08 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_0898CA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO3 W WATER MAIN 11 SEWER �— SD STORM DRAIN 1 022 A B 0+53/C 0+00 PLACE NEW 231 —E POWER LINE w L:137' 14"OX24"AXS 400 TIER 8 HH AT IRRIGATION LINE L:41' �> ELECTRIC HANDHOLE i —M/N Z DB(1)1.25" 042.56160523,-114.48157673 IRRIGATION ACCESS DB(1)1.25" I Q ^ V ELECTRIC VAULT ACCESS POINT ID:7000-016-1 `D ELECTRIC METER L:36' GR/GB:N/ISO:N L:20' ® m ELECTRIC CABINET ' ELECTRIC MANHOLE r - DB(1)1.00" 948 DB(1)1.00" �-� d 0 LIGHT POLE 0 TRANSFORMER 1 SEWER MANHOLE © GAS MANHOLE D 3+31 ® SEWER VALVE ® GAS VALVE 1057 D 3+50 /W L:42' TS TRAFFIC SIGNAL GAS METER D 3+79 PLACE NEW /W ( ) DB 1 1.25 O" . C COMM MANHOLE WATER VALVE 14"OJX24"AXS 400 TIER 8 HH AT L:44' © COMM HANDHOLE HYDRANT 042.56162356,-114.48381720 L:9( DB(1)1.00" D 1+44 PLACE NEW 90 ^ ACCESS POINT ID:7000-018-3 DB(1)1 25" 14"GX24"AXS 400 LT DUTY HH AT 112' 40 ® COMM PEDESTAL l�l WATER METER L:144' L: r � GR/GB:N/ISO:N L:33' I 042.56157854,-114.48294710 DB(1)1.25" DB(1)1.25" I � t�D DRAINAGE MANHOLE �)UTILITY POLE 12' DB(2)1.25" I J ACCESSPOINTID:7000-018-1 L:99' =R ® CATCH BASIN CULVERT 2 PIPES 9 GR/GB:N/ISO:N 1001 B 1+90 PLACE NEW 969 EEDBC1L)*1'25". + 14"St7X24"AXS 400 TIER 8 HH AT DB(1)1.25 „"4ww E 0+74 PLACE NEW 042.56164037,-114.48208309 "� D 2+67/E 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 1009 A 7+55/D 0+00 PLACE NEW A 6+43 PLACE NEW a..r = 14"OJX24"AXS 400 LT DUTY HH AT 1033 22"GX21"AXS 500 HH AT ACCESS POINT GR GBONO/ISO:N 14"OJX24"AXS 400 TIER 8 HH AT 1�„ 1041 042.56171203,-114.48326981 042.56160973,-114.48340420 ACCESS POINT ID:7000-018-2.1 042.56154157,-114.48241580 042.56151589,-114.48200000 955 +� ACCESS POINT ID:7000-018-2_ GR/GB:N/ISO:N ACCESS POINT ID:7000-018 L:22' ACCESS POINT ID:7000-017 GR/GB:N/ISO:N GR/GB:Y/ISO:N DB(1)1.00" GR/GB:N/ISO:N D 2+34/E 0+33 O 975 A 5+43/B 0+00 PLACE NEW U _ 22"OX21"AXS 500 HH AT , I A 5+32/B 0+1 1 U 042.56149416,-1 14.48163260 ,y ACCESS POINT ID:7000-016 LL GR/GB:N/ISO:N I Coa- 04 W w ktltll36M1 IL:DB(2)1.25"/DB(1)1.00" = C07 CO 8 O I O COLe CO2 C 11' i w 968 I = -Q,w $sik4 N 11+37 PLACE NEW U 14"OX24"AXS 400 TIER 8 HH AT N 8+95 PLACE NEW L ,�y 14"O)X24"AXS 400 LT DUTY HH AT I— ACCE S POI , ID:708-007.1 N 10+23 PLACE NEW 042.56087537,-114.48291765 890 N 5+41 PLACE NEW a d Q ACCESS POINT ID:7010-007.1 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:7010-006 14"OJX24"AXS 400 TIER 8 HH AT Q po GR/GB:N/ISO:N 042.56090546,-114.48339054 GR/GB:N/ISO:N N 7+48 PLACE NEW L:114' ACCESS POINT ID:7010-007 I 14"OX24"AXS 400 TIER 8 HH AT 042CCESS POI T ID: 010-0 0 G �• GR/GB:N SO:N I 04 042.56084005,-114.48237419 ACCESS POINT ID:7010-003 I DB(1)1.25"r LC RAIN i I GR/GB:N/ISO:N PREPARED FOR: DB(1)1.25" 8 940 — L:128 - I GR/GB:N/ISO:N ACCESS POINT ID:7010-005 868 I 4 � N 6+49 PLACE NEW 860 L:14T 14"9 X24"AXS 400 TIER 8 HH AT d- 1 DB(1)1.25" DB DB(( 042.56081947,-114.48200806 M — )1.25 DB(1)1.00" ACCESS POINT:N L: 108, F 858 ETILSON GR/GB:N ISO:N — — _ L:108' W DB(1)1.25" T:(207)591-6427 F:(207)7-72-3427 info@filsonfech.com W M - REVISIONS 1 DATE I DESCRIPTION INITIAL Iw r F R/ � —W 10/12/23 INITIAL SUBMISSION FD R/ W AARROW W�— AUTOMOTIVE I SCALE 943 1001 R � 955 905 871 8 W 67 SIZE BSHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV FD CO2 OF C08 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_0898CA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C04 -W WATER MAIN 11 SEWER 2 PIPES —SD STORM DRAIN E POWER LINE HIGH DESERT 134 — IRRIGATION LINE RV PARK 1 ; 176 168 IL ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ANGELS TOUCH 221 HEALTH CARE I` 164 ELECTRIC METER Q ELECTRIC VAULT 299 A 12+08 PLACE 178 ® ELECTRIC MANHOLE m ELECTRIC CABINET NEW + LIGHT POLE 0 TRANSFORMER 14"0X24"AXS 400 TIER 8 HH AT PRECISION K 2+17 PLACE NEW 042.56278537,-114.48245280 I O SEWER MANHOLE © GAS MANHOLE RETROFITS . ACCESS POINT ID:7000-020 J 1+76 PLACE NEW 14"0X24"AXS 400 LT DUTY HH SEWER VALVE GAS VALVE GR/GB:N/ISO:N 2 042.56244558,-114.48148990AT 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:7000-019-4-2.1 Ts TRAFFIC SIGNAL GAS METER 042.56249003,-114.48215777 GR/GB:N/ISO:N ACCESS POINT ID:7000-019-2.2 © COMM MANHOLE ® WATER VALVE GR/GB:N/ISO:N J 0+87 PLACE NEW © COMM HANDHOLE HYDRANT L:137' 14"OJX24"AXS 400 TIER 8 HH AT L•89' 042.56246632,-1 14.48182790 ® COMM PEDESTAL Q WATER METER DB(1)1.25" DB(1)1.25" ACCESS POINT ID:7000-019-2.1 O DRAINAGE MANHOLE )UTILITY POLE M/a G R/GB:N/ISO:N ® CATCH BASIN >--\CULVERT L:41' DB(1)1.25" I Ana,"{wue wr _. st t,4a's � A 10+71 /H 1+20 I — B.h- .1 'ter-r� E M.Ith v, I Sarvc., � cI 00 ! L:48' TF DB(1)1.25" DB(1)1.00" L:46' DB C ., 04 r,ddi,Cm w �"� _ I 181 DB(2)1.25" w w DB(2)1,25" • H 2+81 /J 0+46 ui C07 CO A 8 I 2 I L:8T T7113 _ (f� a DB(1)1.25" 165 DB(1)1.25" (n C0e CO2 C H 1+94 PLACE NEW I r LO I 14"OX24"AXS 400 TIER 8 HH AT I O r A 9+52/H 0+00 PLACE NEW + 042.56238137,-114.48217120 F" -ACCESS POINT ID:7000-019-1 I '41- 22"OJX21"AXS 500 H H AT I 3 v,,w �R/GB:N / 042.56208090,-114.48243370 � ISO:N I � � at,w.w U — — ACCESS POINT :N/ISO:N H 324"/J 0+00 PLACE NEW I 153 U GR/GB:N/ISO:N � 14"PX24"AXS 400 TIER 8 HH AT � w al 41 00 C R ACCESS POINT ID:7000-019-2 CC ° G GR/GB:N/ISO:N PREPARED FOR: 1042 1040 _ 1022 I 223 _ . 0 N I NATURAL SPRING ICE ETILS 1 E 1+71 PLACE NEW I I I - T:(207(591-6427 F:(207)772-3427 14"O)X24"AXS 400 LT DUTY HH AT OF MAGIC VALLEY info@filsonfech.com 042.56173593,-114. 5 48362941 1036 7 REVISIONS ACCESS POINT ID:7000-018-2.2 I I i — I I '.1 \ I I DATE DESCRIPTION INITIAL GR/GB:N/ISO:N I 10/12/23 INITIAL SUBMISSION FD L:97' DB(1)1.25" DBMI i I 231 952 SCALE ~ 0 948 944 SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV FD CO3 OF C08 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_0898CA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE n IRRIGATION LINE ` IL ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS 240 ELECTRIC METER Q ELECTRIC VAULT KYS ADDISON 66 GAS ® ELECTRIC MANHOLE m ELECTRIC CABINET STATION/A&W LIGHT POLE 0 TRANSFORMER RESTAURANT OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ' TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE 200 © COMM HANDHOLE HYDRANT ROCK CREEK RESTAURANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0/UTILITY POLE ® CATCH BASIN �\CULVERT i �4ytrinn{w 4f r 146 ' _ " M/a r'm �i tt.h--1 M.Ith U) . U 30 — M/ c 5 ui a_ /tltlli�rn W • Bus w -M/a col co a 93 Bus , CO.. Cola C ,� 0 R saw 93 L:157' Mmnp{w psi DB(1)1.25" L:421' k� IN u I A 16+30 PLACE NEW + Q 261 r 14"OX24"AXS 400 TIER 8 HH AT A 13+57 ER/W- 042.56326543, d�-1 14.48346800 START OF ITD ROW G o IDA STONE SUPPLY ACCESS POINT ID:7000-021 END OF CITY OF TWIN FALLS ROW I f R/W ° J GR/GB:N/ISO:N ( / \ I ` PREPARED FOR: FLORKE DEALS 46;0�;' T 211 ON WHEELS —..CTR-CLEANUP& r T I L S O N �-�.� TOTAL RESTORATION N M/a Lu T:(207(591-6427 F:(207)772-3427 0 info@filsonfech.com Z L:62' REVISIONS Q — I 1- DB(1)1.00" 195 _co I 0 DATE DESCRIPTION INITIAL PRECISION 1 169 10/12/23 INITIAL SUBMISSION FD RETROFITS 221 HIGH DESERT RV PARK ANGELS TOUCH SCALE 299 HEALTH CARE T= I f= 182 178 I 50' • 134 -- 176 SIZE B SHEET:1"= MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV FD C04 OF C08 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_0898CA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER 2 —SD STORM DRAIN 32 A 24+21 2 -E POWER LINE n IRRIGATION LINE EXISTING AXS 400 TIER 8 HH AT IL ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS 042.56365604,-1 14.48608470 4D ELECTRIC METER Q ELECTRIC VAULT I 315 296 F PLANNED STRUCTURE UNITED OIL/SINCLAIR I ® m 3 ELECTRIC MANHOLE ELECTRIC CABINET (SEE DFN:TWINID_0898DA_13) GAS STATION NEW LEAF y( PROPERTIES i t LIGHT POLE TRANSFORMER IS NOT YET INSTALLED, rR CONTRACTOR WILL INSTALL STRUCTURE. QS SEWER MANHOLE © GAS MANHOLE SEE DETAIL#5000-039 L:440' 7 SEW GAS VALVE GR/GB:N/ISO:N DB(1)1.25" 1 ® VALVE ® TRAFFIC SIGNAL �G GAS METER M/b A 21+35 © COMM MANHOLE ® WATER VALVE _DB ....//``II © COMM HANDHOLE HYDRANT _-1lJ�= \ ® COMM PEDESTAL WATER METER • U _�_ [�h- O DRAINAGE MANHOLE C-0)UTILITY POLE 93 IN - ® CATCH BASIN CULVERT M/a w�Bus � �4ytrinn{w 4f �M/a 140 m 30 B.h--1 • . M.Ith • • _ .. Sarvc.r � IN R/W w_ 30 U L:157' R/W DB(1)1.00" p R W C �-� - l,tltliiim A 20+59 w A ,13 yl/ W C07 CO W A 8 355 _ 329 A 19+81 PLACE NEW I J CO2a C 1 14"OX24"AXS 400 TIER 8 HH AT I L:195' O 042.56336026,-114.48476620 ( ) 0 ACCESS POINT ID:7000-023 DB 1 1 25' A 17+87 PLACE NEW If I # GR/GB:Y/ISO:N 14"OX24"AXS 400 TIER 8 HH AT '41-0A, �1 �• 1w I I 042.56330889,-114.48404740 = k� I 289 ACCESS POINT ID:7000-022 U {"'"•W SAWTOOTH INC.WATER I I GR/GB:N/ISO:N � SOFTENERS&VACUUM I 261 Q %.w AiIi' 269 CLEANERS I INTERMOUNTAIN TAXIDERMY&WORLDWIDE PREPARED FOR: s � - ADVENTURES � - - -� � ETILSON +• - o/1Af _ T:(207(591-6427 F:(207)772-3427 rwT info@filsonfech.com 317 ' �T R/W REVISIONS DATE DESCRIPTION INITIAL CRAIG'S AUTOMOTIVE PRECISION 10/12/23 INITIAL SUBMISSION FD MUFFLER&PERFORMANCE f RETROFITS 299 309 I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV FD C05 OF C08 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_0898CA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 W WATER MAIN 11 SEWER SD STORM DRAIN POWER LINE F 1+00 PLACE NEW I''R2ND AVE y� -n E IRRIGATION LINE 14'OX24"AXS 400 TIER 8 HH AT IL R I ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS 042.56171200,-114.48492201 7 (� V ELECTRIC VAULT ACCESS POINT ID:7000-018-5.1 ELECTRIC METER O GR/GB:N/ISO:N ® ELECTRIC MANHOLE m ELECTRIC CABINET L:52' D 5+30 LIGHT POLE 0 TRANSFORMER DB(2)1.25" L:97' D 4+30_ DB(1)1.25" "! O SEWER MANHOLE © GAS MANHOLE L:103' L:24' SEWER VALVE GAS VALVE �L:48' 0+52/G 0+52 D 5+79/F 0+00/G 0+00 PLACE NEW DB(1)1,25" DB(1)1.00" 218 DB(1)1.25" I I 10 14"OX24"AXS 400 LT DUTY HH AT I Ts TRAFFIC SIGNAL GAS METER I 042.56167492,-1 14.48455480 D 4+82 PLACE NEW © COMM MANHOLE ® WATER VALVE FLOOR COVERINGS ACCESS POINT ID:7000-018-5 14"OX24"AXS 400 TIER 8 HH AT COMM HANDHOLE HYDRANT INTERNATIONAL SOUTH IDAHO I GR/GB:N/ISO:N ^ © 042.56165121,-114.48419680 ACCESS POINTID:7000-018-4 ® COMM PEDESTAL `p WATER METER 1073 GR/GB:N/ISO:N O DRAINAGE MANHOLE C-0)UTILITY POLE 1065 ® CATCH BASIN >--\CULVERT s �4ytrinn{w 4f F •- • = w A1y— _ .n,krt rm B.h--1 M..Ith 9F - _ I O J � _ U 225 SJ STORAGE TC05 - 04 ramsoo w BMX PARK w C07 CO A 8 ,2 C0&" CO2a C 1" • = w1n0 Aw $silo 239 Q w Ail 41 SJ STORAGE J' M/b- PREPARED FOR: M M � INETILSON \ R/W — T:(207(591-6427 F:(207)772-3427 �—R/W info@filsonfech.com 987 REVISIONS A DATE I DESCRIPTION INITIAL 10/12/23 INITIAL SUBMISSION FD s ,` _ 991 AARROW ,LID TOWNE PARKWAY ROCK I I AUTOMOTIVE SCALE CREEK 985 1001 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV FD C06 OF C08 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_0898CA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C05 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE n IRRIGATION LINE IL ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS 309 I 299 ELECTRIC METER Q ELECTRIC VAULT CRAIG'SAUTOMOTIVE I PRECISION y®L ELECTRIC MANHOLE m ELECTRIC CABINET MUFFLER&PERFORMANCE I RETROFITS LIGHT POLE 0 TRANSFORMER �►- OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE %n TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `l91' WATER METER O DRAINAGE MANHOLE 0/UTILITY POLE ® �\CATCH BASIN CULVERT {w 4f 2 " SL li40'f r'm B.hm—1 M.�Ith T 140 I U A C .r 04 htl tl kOrt Lu - ui C07 CO A A 8 F� VI L COLS, CO2a C 11 L:12' O DB(1)1.00" 0 = w1n0 Aw $silo R/W 'w 41 fl G 2+14 PLACE NEW C ° 1 14"OX24"AXS 400 TIER 8 HH AT G Jr 042.56213705,-1 14.48476470 PREPARED FOR: ACCESS POINT ID:7000-018-5.2 ( _ A GR/GB:N/ISO:N � r 1092 ETILSON I = 1090 I I T:(207(591-6427 F:(207)772-3427 1 info@filsonfech.com L.162 I REVISIONS I DB(1)1.25" L:93' L:96' FDDATE DESCRIPTIONINITIAL 10/12/23 INITIAL SUBMISSION FD — L:34 DB(1)1.00" DB(1)1.00" DB(1)1.00" — ya SCALE 218 SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV FD C07 OF C08 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_0898CA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS M 1+01 PLACE NEW • 836 ELECTRIC METER Q ELECTRIC VAULT 14"O)X24"AXS 400 LT DUTY HH AT \ \/ ® ELECTRIC MANHOLE m ELECTRIC CABINET " 042.56276167,-1 14.48013940 F LIGHT POLE 0 TRANSFORMER ACCESS POINT ID:7000-019-6.1 GR/GB:N/ISO:N d' O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE L:101E ,. p I DB(1)1.25" I• TS TRAFFIC SIGNAL � GAS METER H 8+23/M 0+00 PLACE NEW • Q/ p © COMM MANHOLE ® WATER VALVE v 14"OX24"AXS 400 LT DUTY HH AT 22 © COMM HANDHOLE HYDRANT K 1+65 PLACE NEW 042.56248410,-114.48015150 I \ \ ® COMM PEDESTAL `p WATER METER 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:7000-019-6 042.56242780,-1 14.48129680 \ QD DRAINAGE MANHOLE �)UTILITY POLE GR/GB:N/ISO:N ACCESS POINT ID:7000-019-4-2 ® CATCH BASIN CULVERT L:52' GR/GB:N/ISO:N K 0+60 PLACE NEW DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH "' AT \ "* ^4ww OPTITAP:40/60 L:105 - 042.56239421,-114.48090920 L:98' - ? DB(1)1.25" ACCESS POINT ID:7000-019-4-1 DB(1)1.25" G•.c,.^��.T srp^Me's GR/GB:N/ISO:N ' m L:200E B.nM-1 L:44' H 7+71 na»w se� Te START OF ITD ROW 0 �� END OF CITY OF TWIN FALLS ROW I 835 M H 7+57 I S COS 04_ Iql Lu W , 827 \ cm co 8 2 - DB 821 R - HARRISON PARK Coe CO2 C 1 O DB(1)1.25" H 5+30/K 0+16 H 4+40 PLACE NEW L:179E DB(1)1.25" H 7+26/L 0+00 PLACE NEW IN 14"OX24"AXS 400 TIER 8 HH AT H 5+47/K 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT - 1, / '41-0Ay, 042.56230729,-1 14.48126190 14"OX24"AXS 400 TIER 8 HH AT 042.56225395,-1 14.48020781 81 1 153 ACCESS POINT ID:7000-019-3 142.56227173,-114.48087030 ACCESS POINT ID:7000-019-5• $ I GR/GB:N/ISO:N f 157 \ � ACCESS POINT ID:7000-019-4 GR/GB:N/ISO:N Q GR/GB:N/ISO:N L 0+24 _F HIDEOUT \ \ / w Ai'41 C I START OF ITD ROW _END OF CITY OF TWIN FALLS ROW �d / Jr° DB(2)1.25" 154W QUALITY L:92 \ \ / PREPARED FOR: ' UPHOLSTERY DB(1)1.25" L 0+92 PLACE NEW 7L 14"OX24"AXS 400 TIER 8 HH AT \ �f 042.56201787,-1 14.48013940 ACCESS POINT ID:7000-019-5.1 \ \ 803 T I L S O N IGR/GB:N/ISO:N / \ NORM'S CAFE T:(207)591-6427 F:(207)772-3427 - _ info@filsonfech.com -- � 810 \ REVISIONS T PRO IMAGE d / DATE DESCRIPTION INITIAL 4 • BODY&PAINT / 10/12/23 INITIAL SUBMISSION FD I � 162 � l / 41 940 I I 936 CARS 4 IDAHO \ �`� I I 930 920 I I SCALE \ ��� P���O SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV FD C08 OF C08 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898CA 06 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I �I I—III—III—III—I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I I�I I—I I r-I I la I I-1 I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —III—III=III=III=11�111�11=11rIII— REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—III—I 11=1 I I� 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 I1=I I I�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE I�I III-1 I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III-III-III-III—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 G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I-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- o' CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I I�I I—I I1=I I I—I I I= III=II El REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-11I—I1 10/12/23 INITIAL SUBMISSION FD 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:TWINID 0898CA 06 CD DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TW I N I D_0898CA_06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ♦♦ ♦+♦ ♦♦ 1 ♦♦ ♦♦ ' .00 DETAIL A SCALE 1 : 1 LSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IMDR"IIIII AND IMCO°"°Mff DRAWN:A Du Toit Oramrgtlo n,EQEOF IS THE PQOOPaM OF M.AA A11Q M4A-AXS-400R-ASS y-- REVISIONS MAY t10T BE COP1m WFIOLLY OR 91 DATE DESCRIPTION INITIAL PART,A1.10 THE COtI--rtHtEOF MAr CHECKED: oramrg Trey 10/12/23 INITIAL SUBMISSION FD P1OT 5E MCLO'.W TO ANY T"RO M4A-AX3-400R-ASSY'DS PAanES VWTHOLT WRrr e4COttSE1Q. I DATE: 14/10/2020 i� MA1wOLEsaAFR�,► SCALE(A3): 1:6 2015J360106J07 &ER"f FACTORY PROVnES.►-eUELSEQG SCALE ROAD IR550j.KLMrVER 1871 PO BOX 6nKUPRIVfR 1871 SIZE B SHEET: NTS AMVAAL.GAUT@1G M4a SIZE D SHEET: NTS >L +27'1 9W 7023 0VQ PRODtJCTS QVILO NETWORKS SHEET D02 OF D16 MAR w4ofdvrlb-corn FILE NAME:TWINID 0898CA 06 CD AXS 400 H H DETAIL ® ° v Dig Line,Inc. 811 or 800-342-15-BS TOP VIEW T W I N I D_0898CA_06 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW Awk m � 0 LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com -M DRAW;f els A1.4 7M COIPYR1v►a DRAWN: A Du To-if Dro"""v 110_ r+EVEpF a TIE PPOPPEr.Y OF LUG AFC M40k-AXS_40OR-ASSY REVISIONS 0 405.38 MAY 40T K COPIM W"OILY OQ IN DATE DESCRIPTION INITIAL PAST.APO T1C'a1tTQlT3? tEO►MAY CHECKED: a.Gf 10/12/23 INITIAL SUBMISSION FD 110T bE 04CLOS®TO ANY 7F90 -,OOR-ASSY PAJMM WWTHO WWWTTE14 CO►.SENr. VT DATE: 17/08/2020 1i1"1"OA SCALE(A3): 1 :6 W1SfW106107 evah"E FACTOR,Pea Am.MBOQDERG SCALE ROAD la=:.[UPRNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAI GAU e-C- SIZE D SHEET: NTS Td+27 11 9-m 7= SHEET D03 OF D16 MAIL w4odweAa cc so FILE NAME:TWINID 0898CA 06 CD AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898CA 06 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 1.89 PHOTO RENDER ~-f 2 _ J A_w*7 20.79 19.69 2079. L CJ 0 011110EINSIcIMNNCH5 T., (207) 591-6427 F: (207) 772-3427 R.99 Tf�S OQJdIAM AMrrM CODYRFGN' DRAWN: A Du Tod 01��ip�l0. infoOtilsontech.com THEiE:OF IS TFE VrOr pgmI I OF MiA A►4D M4A-AXS-SOOR-A$$Y MAY t J0-SE COP1M NMOLLY OR a REVISIONS PAQT,At JC THE CONTENTS THMeOF MAT CHEC KM: arawI DATE DESCRIPTION INITIAL NO-SE OIS<=SW TO ANY TH120 I$ppR AXS CHAMBER REV001 10/12/23 INITIAL SUBMISSION FD PA$'TB WnHOUT VVICollQ919. DATE: 12/08/2020 l Jrw+Mots4A CA SCALE(A3): 1:7 A SECTION A-A 2015JOd0'06M7 R2.0 EVENTS FACTORY PREIWSES.HECCUR 2G ROAD D(X1•K E LIMVIER�a871 SCALE (D2i.89 N �D� _ SIZE B SHEET: NTS VDVAAL GA -EL�y 71 903 7023PRODUCTS SIZE D SHEET: NTS nnokJL niomm&3.com SHEET D04 OF D16 FILE NAME:TWINID 0898CA 06 CD . . Line,Inc. 811 or 800-342-1585 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 11■1 I I ■■■ 11■I I I ®�■ [I . 11■� M oil I .1 1■I��■I -I�i�� 11 it■■�� S �11 1■I ■1 I■ r■II111■N1 ■► _ �� —B al Run 'J • low IIL ■EAI■■Iw■■L II riplftl � , ,► . . TOS SLAC BRACKETS OSO • , , �� jam% s i • , == �.- •� .� =� . � Ila wA'a-v UV MEDIUM DUTY ICT ACCESS SHEET D050FD16 FILE NAME: J DTWINI 189' 06 CID CHARLES 101 - 811XT PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1S85 TWINID 0898CA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 7 . 5 INSIDE I e • • INSIDE '•• �-PADLOCK .• HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 10/12/23 INITIAL SUBMISSION FD SCALE SIZE B SHEET: NTS .. "Imf ��� SIZE GRbsING N4. ISS. SIZE DSHEET: NTS �"O�'�'�'� A 10 I H 0 I I - I I Q Q OWF REV. SHEET D06 OF D16 / If0 FI FI H!E THIS IS TIE CVIET 0 OF EXILES,"mEI EI LTD. .A4DTA SIPLI•CT DE SE&LE .187 101 NOI I-I IUOUYP SNIIT I 0{ IEgO)IKED. COEIE9 M jbFO IN A,r u,wE.IETII-E�TM TO TNFIE I•fE•STS FILE NAME:TWIND 0898CA 06 CD CHARLES 104 - 12"X1 1 " PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1S85 12 . 00 TWINID 0898CA 06 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I I I . 25 — + INSIDE I -- - t HASP '�- - --� I I I I 22 , 0a I I 38 . 08 I I I 10 . 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtlsontech.com REVISIONS DATE DESCRIPTION INITIAL I 10/12/23 INITIAL SUBMISSION FD I 2 I . 37 SCALE . 150 I SCALE SIZE B SHEET: NTS 4 oeJLw I MU ao., I S S E SIZE D SHEET: NTS B 1 04HO I I - 11000WP REs. SHEET D070FD16 TIIIS 11 TIE rr IM Cr COKE$ hP13'1MIEi LTD 110 1NILL W DI GAD FIIF Cut Mt7PD0tiED. CV IFO GM uiED le a,�uriE�DlPI-EYTAL TO IMEIr ItTEPEIT7 SOLE 125 I100011-I1'% -11` SHEET I _` I FILE NAME:TWINID 0898CA 06 CD TFSD-301 TYPICAL TRENCH DIG- Dig Line, Inc. 2 14 TW I N I D_0898CA_06 3 r-ID- TWIN FALLS,ID FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 0 p o 0 0 SUBGRADE OR Jp 0 NATURAL GROUND 1 1 \ 01. VERTICAL WALLS 3�O/ 5 O ALLOWED WITH o j p° PROPER SHORING 0 /T\� \ OR LESS THAN 5' �p j/ LEGEND 00` 12 �00 � 6 O CUT BACK, 12" MINIMUM. 0 0 O2 SURFACE REPAIR WIDTH, 6' MINIMUM. OO p C ,O o \ \ O3 EXISTING SURFACE. F C o w w o \\ Op 13 \� ® EXISTING BASE. V) � o \ Oo ° p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. If z w a �\ p O 15 0 0°\ 7 © TRENCH BACKFILL PER SECTION-306. oj 0p°0000 0_0 Vp o 0 /�� O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww Lo 6" MIN. \� a uN-i \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH 8 STABILITY (PER SECTION-304). ZE a \ SIDE j 0- / ° �/� 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 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. 10/12/23 INITIAL SUBMISSION FD 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFSD- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TWINID 0898CA 06 CD TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. 9 13 9 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 T W I N I D_0898CA_06 0 TWIN FALLS,ID EXISTING ASPHALT EXISTING 7 10 MATERIAL DESCRIPTION QTY ACTUAL 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 11 6 5 EXISTING 0— OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" O I EXI STIN G PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE (MIN.) UNLESS A GRAT R DEP HS OTH OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDHS ARE O MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL RI ON EACH SIDE TO EXPOSE EXISTING FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF B. INSTALL NEW ASPHALT TO GRADE FABRIC. CONCRETE PAVEMENT. C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O9 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 10/12/23 INITIAL SUBMISSION FD 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: NTS OF NO. TFSD- 3 0 3 SIZE D SHEET: NTS TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TWINID 0898CA 06 CD SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc. 811 or 800-342-1585 W/2 W/2 3- TWINID 0898CA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. O YY12 W/2 3' TYPE 2 N.T.S. 0 IY W/2 W/2 I 's;- -0..R Ck 0-- J.- 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N T S SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. G) NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 10/12/23 INITIAL SUBMISSION I'D APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY, 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TWINID 0898CA 06 CID TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898CA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 a d O Gd 8 4 EXISTING CITY UTILITY LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF Op USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 10/12/23 INITIAL SUBMISSION FD ®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:TWINID 0898CA 06 CD SD-307 BORING AND JACKING DETAILS DIG -: Dig Line,Inc' 811 or 800-342-1585 4 TWINID 0898CA 06 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL VA B 6 6 3 18' 24" �D SKID DETAIL LEGEND N.T.S. O SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. 1 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A—A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 10/12/23 INITIAL SUBMISSION FD 2012 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR PUBLIC CONSTRUCTIONKS DETAILS N0 SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TWINID 0898CA 06 CD TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898CA_06 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 f% 2 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. O4 3/4" TYPE I CRUSHED AGGREGATE BASE. OS SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L 5 0 .k OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 10/12/23 INITIAL SUBMISSION FD © 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:TWINID 0898CA 06 CD DIGUOIE. TFSD-802 TYPICAL RURAL STREET SECTION . �- Dig Line,Inc. 811 or 800-342-158S STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWINID_0898CA_06 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S 3 e SL E S f N P\E �I 3 , I� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT k BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O HMA PLANT MIX PAVEMENT SURFACE COURSE. 0 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT-OF-WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND I L 5 0 N TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. FO STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT 0i12/23 NInALSUBMISSION FD DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 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: NITS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TWINID 0898CA 06 CD DIG�tOE. TFSD-803 TYPICAL PAVED ALLEY SECTION . �- Dig Line,Inc. 811 or 800-342-158S R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5" A 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID_0898CA_06 2 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 28" THICK CONCRETE 2% RIBBON CURB pU O O O *"' 4" OF 3/4" MINUS O _�?�^O �? _RO° � 0 Qoac Qo CRUSHED GRAVEL a v v V v (V�/ }v'� vf . HALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH 2 F/L 3" BELO OWN AND EDGE 1 2 LEGEND TYPE IV-NEW ALLEYS O HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. ' L 5 0 N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. T: (207) 591-6427 F: (207) 772-3427 NOTES: info®tilsontech.com OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS OB ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT-OF-WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 10/12/23 INITIAL SUBMISSION FD OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. Q SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FDl6 FILE NAME:TWINID 0898CA 06 CD TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TW I N I D_0898CA_06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 09 OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL—DE—SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] DATE DESCRIPTION INITIAL 10/12/23 INITIAL SUBMISSION FD 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. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS OF NO. N0 TFSD- 8 0 5 SIZE D SHEET: NTS TWIN CUB- DE- SAC SHEET D160FD16 FILE NAME:TWINID 0898CA 06 CD