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HomeMy WebLinkAboutTWINID_0898DA_06_REV0-compressed.pdf j -�' ', •� Vim_' ,µµ' �� � - .f_ t ' 1 � .�� ��� e`. - � _ ._ I 1;4 _ � .f r'•it p.•fr �• r � � + � � ., .. 1�' � r� �j _ �r 1Y �. J � ••�. '.II,_T:. ' •i tea'.� •T!Lh� } DFN NAME : TWINID 0898DA 06 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID I RV710 NODEDA 40 irk ,1 •a.- 1 �� T � - r. 0:/y TDS PERMIT LOCATION MAP ® °!°�: Dig Une.Inc. g.` or BCA3-342.1585 sk TWINID 0898DA_06 TWIN FALLS,ID - �_ MATERIAL DESCRIPTION QTY ACTUAL dF START PROJECT 0 -Tip 1 �' c 1 2' 42.57449942, -114.49982384 ,_ - _ -s • 1 - _ �� TWIN FALLS CANAL CO. • LATERAL 38 C05 I C06 I _ = 09 1 0 • TIL_ SON R ,! T: (207) 591-6427 F: 772-3427 y � info®tilsontech.coh.com REVISIONS DATE DESCRIPTION INITIAL 09/15/23 INITIAL SUBMISSION ALS PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C12 NEW UNDERGROUND 8,969' SHEETS: C01 -C12 EXISTING UNDERGROUND 0' SHEETS: SCALE SIZE B SHEET: NTS TOTAL FT 8,969' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 1 .7 FILE NAME:TDS TWINID 0898DA 06 ® DIOUnE TABLE OF CONTENTS ag Line,Inc. DWG NO. SHEET NAME T W I N I D_0898 DA_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 . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 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 L 5 Q N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E04 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 09„5/23 INITIAL SUBMISSION AILS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . .. . .. . . .. . . .. . . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E08 SIDEWALK CLOSURE DETAIL SCALE . . . ... . . .. . . .. . . .. . . .. . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A v SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898DA 06 ® DOLM. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898DA 06 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT N Chris Haskin Director-Network Engineering 608-664-4443 TILSON N On a Mission 0 N Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 v tnPoOttlsontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 o OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 09/15/23 INITIAL SUBMISSION AILS 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 SIZE B SHEET: NTS 0 Todd Naylor NS-1-Route Acquisition 541-797-0539 o SIZE D SHEET: NTS SHEET BOl OF B03 0 0 7 FILE NAME:TDS TWINID 0898DA 06 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 09/15/23 TWINID 0898DA 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 n 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE N 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 N 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 o9/ts/23 INITIAL SUBMISSION AILS 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. 0 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE u PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT o HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS Q 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. co SHEET B02 OF B03 0 0 7 FILE NAME:TDS TWINID 0898DA 06 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONDUITSCHEDULE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT I tDB(l)lL2S" DIRECTIONAL BORE(1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E u/E DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—————— DIRECTIONAL BORE 3 1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT —DB— �nB� DIRECTIONAL BORE 1 1.25'DIRECTIONAL BORE MULTIPLE CONDUIT —BB— idDB— DIRECTIONAL BORE 2 1.25' TWINID 0898DA 06 EXISTING OVERHEAD ELECTRIC —OE OE DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID FUTURE DIRECT BORE 1 F DROP FIBER —DB— —BB— 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) (D 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) 0 38G TERMINAL ggG B8G WATER MANHOLE(WMH) O C12 TERMINAL C12 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ � CAPPED CONDUIT SEWER VALVE(SV) TIE-IN/CONDUIT COUPLER T I L S O N SEWER MANHOLE(SMH) ® ® On a Mission N O N DMH STORM DRAIN MANHOLE( ) EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 v InPoOtBaontech.com Z CATCH BASIN(CB) ® EXISTING GAS LINE , o REVISIONS CULVERT )CUL EXISTING POWER LINE , DATE DESCRIPTION INITIAL ( 09/15/23 INITIAL SUBMISSION AILSGAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE ' GAS VALVE(GV) (9 EXISTING SEWER LINE , GAS METER(GM) 45, EXISTING WATER LINE , U UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE SIZE B SHEET: NITSCDUNKNOWN HANDHOLE(UHH) 0 TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898DA 06 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 LL SD STORM DRAIN \ v —E POWER LINE � IRRIGATION LINE /E] ELECTRIC HANDHOLE IRRIGATION ACCESS J I !(Fy V ELECTRIC VAULT d ELECTRIC METER O I II ® ELECTRIC MANHOLE m ELECTRIC CABINET I \ \ I LIGHT POLE 0 TRANSFORMER \ \ OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE I I TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `0 WATER METER O DRAINAGE MANHOLE 0/UTILITY POLE \ ® CATCH BASIN �\CULVERT fl � I L LATERAL38 T,.w•vwW N U/ U/E Ra4Nna 0 10'UTILITY EASEMENT _ U A 0+96 PLACE NEW TWIN FALLS COUNTY 14"0X24"AXS 400 TIER 8 HH AT DOC#:017414 2 PIPES O42.57453882,-1 14.50015069 F A 0+00 PLACE NEW col I A 1+04 ACCESS POINT ID:7000-009 14"OX24"AXS 400 LT DUTY HH AT rrow Lij GR/GB:N/ISO:N tl, 04 Cl `�1z w 042.57449942,-114.49982384 A 0+87 L:96' ACCESS POINT ID:7000-008 DB(1)1.25" GR/GB:Y/ISO:N 05W" i I 3 R w O Fik ]. o O _ zil c El n — — Bash Aw W U R/W _ M/21 —A 0+07 G � PREPARED FOR: Calp 7W - : PLACE NEW PLACE NEW ❑ ETILSON14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT / �� 042.57413079,-114.50028389 042.57407666,-114.49982309 I T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:7000-016-8 ACCESS POINT ID:7000-016-9 info@tllsontech.com GR/GB:N/ISO:N GR/GB:N/ISO:N C� REVISIONS OPTITAP:40/60 L:200' OPTITAP:TERMINATING DATE I DESCRIPTION INITIAL 15'UTILITY EASEMENT 09/15/23 INITIAL SUBMISSION ALS H TWIN FALLS COUNTY DOC#:017414 � 3/n SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C01 OF C 12 0 NOTES: DIGL I NEO 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. 6.A D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREINOeC1I 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_0898DA_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 • PROPOSEDHA 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 1F 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 / I ELECTRIC METER Q ELECTRIC VAULT / I ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE / ® SEWER VALVE ® GAS VALVE LATERAL 38 TS TRAFFIC SIGNAL GAS METER ` © COMM MANHOLE ® WATER VALVE / A 4& © COMM HANDHOLE HYDRANT U/E _ — - I ® COMM PEDESTAL l91 WATER METER U O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT 10'UTILITY EASEMENT A 6+47 IN FALLS COUNTY DOC#:017414 A 7+69 PLACE NEW A 6+40 PLACE NEW /E 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT U/E 1 A 7+76 042.57463755,-114.50256652 042.57462285,-114.50210651 U/E L:129' ACCESS POINT ID:7000-014 ACCESS POINT ID:7000-013 A 3+55 PLACE NEW M DB(1)1.25" GR/GB:N/ISO:N GR/GB:N/ISO:N A 5+12 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT A 2+58 PLACE NEW 0 14"OX24"AXS 400 TIER 8 HH AT 042.57455006,-1 14.50107989 14"OX24"AXS 400 LT DUTY HH AT 0 11o4efna U A 7+62 L:128' A 6+34 L:129' A 5+19 042.57459162,-1 14.50164992 ACCESS POINT ID:7000-011 042.57455313,-114.50072934 U u — DB(1)1.25" DB(1)1.25" ACCESS POINT ID:7000-012 L:62' GR/GB:N/ISO:N ACCESS POINT ID:7000-010 u 3 GR/GB:N/ISO:N DB(1)1.00" 97' A 2+65 GR/GB:N/ISO:N h col L: r 3 n A S+OS L:157' DB(1)1.25" A 2+51 2 PIPES r rrow w DB _ — DB(1)1.25" T LU o4 cr `�. w � — DB ❑ L:162' L:73' �.[N —I----3/n-- DB(1)1.25" DB(1)1.00" _ 05W1r (n DB w _ — — /n (n k W I R W--- Fik o , O -mow _ R� O R/W w d6ser.,x�y c U/E R/w u I J/E ] w U W — R/ _ CQ J —��—�R/W Q G B PLACE NEW PLACE NEW PLACE NEW —U/E r R/W 14"OX24"AXS 400 LT DUTY HH AT I 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT —U/E —.11— 042.57423155,-114.50258159 042.57421771,-114.50212140 042.57418547,-114.50166355 r PREPARED FOR: ACCESS POINT ID:7000-016-3 ACCESS POINT ID:7000-016 4 ACCESS POINT ID:7000-016-5mmm JL�--Amiml ' GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N PLACE NEW PLACE NEW OPTITAP:30/70 L:200' OPTITAP:40/60 L:200' OPTITAP:TERMINATING 14"OX24'AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT r 042.57416318,-1 14.50120433 042.57414659,-1 14.50074259 2 CABLES 2 CABLES L:1000' ACCESS POINT ID:7000-016-6 ACCESS POINT ID:7000-016-7 ETILSON GR/GB:N/ISO:N GR/GB:Y/ISO:N 3/n OPTITAP:20/80 L:200' OPTITAP:30/70 T:(207(591-6427 F:(207)772-3427 3/n M info@filsonfech.com U U/E - 3/n REVISIONS DATE DESCRIPTION INITIAL U/E 3/n 3 09/15/23 INITIAL SUBMISSION ALS 15'UTILITY EASEMENT U/E — 3 TWIN FALLS COUNTY — _ . U/E DOC#:017414 /E SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C11 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS CO2 OF C 12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET — - LIGHT POLE 0 TRANSFORMER O SEWER MANHOLE © GAS MANHOLE U/E ® SEWER VALVE ® GAS VALVE 10'UTILITY EASEMENT C 2+13 PLACE NEW TS TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY L:67' c 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE DOC#:013352 DB(1)1.25" m 042.57497092,-114.50464247 3/n T �I © COMM HANDHOLE HYDRANT ACCESS POINT ID:7001-001 ^ D 1+91 PLACE NEW GR/GB:N/ISO:N 2+16/C 0+00/D 0+00 PLACE NEW A A 10+41 /B 0+00 PLACE NEW U/E ® COMM PEDESTAL WATER METER 14"OX24"AXS 400 LT DUTY HH AT I 22"OX21"AXS 500 HH AT \ 9 14"OX24"AXS 400 TIER 8 HH AT O DRAINAGE MANHOLE 0 UTILITY POLE 042.57473314,-1 14.50488863 10'UTILITY EASEMENT 042.57468123,-114.50419989 042.57465778,-114.50355073 L.89' Q CATCH BASIN CULVERT ACCESS POINT ID:7010-001 I A DB(1)1.25" Q TWIN FALLS COUNTY ACCESS POINT ID:7000-017 ACCESS POINT ID:7000-016 GR/GB:N/ISO:N� � DOC#:013352 _ tGR/GB:N/ISO:N Q GR/GB:N/ISO:N C 1+24/D 1+24 L:124' m L:175' 10'UTILITY EASEMEI Q A 8+98 PLACE NEW 10'UTILITY EASEMENT DB(2)1.25" DB(1)1.25" TWIN FALLS COUN O 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY n DOC#:017414 3 I 042.57465266,-1 14.50302716 DOC#:017414 Lu ACCESS POINT ID:7000-015 GR/GB:Y/ISO:N A 8+91 144' A 9+04 O tla4Nna — R7W U DB(1)1.25" U Col W C 1+04/D 1+04 Lu rraw 04 C71 _ W Lu R/VI( w W = + o5W" i R/W ` fl R/W W V) \I 3/n R/W O L:122' i — R/W de em xay �!lKiC DB(1)1.00" w m B0+46 � U/E B 0+69 10'UTILITY EASEMENT ^w W A 13+38 PLACE NEW U 14"OX24"AXS 400 LT DUTY HH AT� ENT L:147 TWIN FALLS COUNTY 15'UTILITY EASEM 042.57434674,-114.50420376 � DB(1)1.25" DOC#:017414 � ACCESS POINT ID:7000-018 TWIN FALLS COUNTY m GR/GB:N/ISO:N DOC#:017414 o L:400' 2 CABLES 15'UTILITY EASEMENT a B 1+47 PLACE NEW 15'UTILITY EASEMENT PREPARED FOR: TWIN FALLS COUNTY' 14"OX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY 3 L 3 042.57427323,-114.50363050 DOC#:017414 � _ \ DOC#:013352 ACCESS POINT ID:7000-016-1 GR/GB:N/ISO:N ' s>wv. j /n TILSON L:121' T:(207(591-6427 F:(207)772-3427 DB(1)1.00" I I U/E info@tilsonfech.com w REVISIONS OPTITAP:20/80 L:2oo' m DATE DESCRIPTION INITIAL PLACE NEW 2 CABLES 09/15/23 INITIAL SUBMISSION AILS 3 14"OX24"AXS 400 LT DUTY HH AT \ 042.57424565,-114.50304204 ACCESS POINT ID:7000-016-2 I GR/GB:N/ISO:N SCALE c m SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS CO3 OF C 12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 E POWER LINE IRRIGATION LINE ' \ kA ELECTRIC HANDHOLE IRRIGATION ACCESS 3/�1�,. ELECTRIC METER Q ELECTRIC VAULT A 14+59 PLAC M/b ® ELECTRIC MANHOLE� mELECTRIC CABINET 14"OX24"AXS 400 LT DUTY - M/21 042.57401514,-114.50420663 T { � LIGHT POLE � TRANSFORMER ACCESS POINTID:7000-019 I OS SEWER MANHOLE © GAS MANHOLE _ GR/GB:N SEWER VALVE ® GAS VALVE R/W W W TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE R/W R/W © COMM HANDHOLE � HYDRANT ' L 128' U/E j/ ® COMM PEDESTAL Q WATER METER 15'UTILITY EASEMENT (J \\ DB(1)1.00" � ` QD DRAINAGE MANHOLE �)UTILITY POLE TWIN FALLS COUNTY 11 { DOC#:017414 J 1+95 PLACE NEW ® CATCH BASIN CULVERT 14"OX24"AXS 400 LT DUTY HH AT f m J 042.57361563,-1 14.50326140 I 15'UTILITY EASEMENT TWIN FALLS COUNTY ACCESS POINT ID:7000-021-1.1 / GR/GB:N/ISO:N DOC#:013352 A 15+87 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT c I I 042.57366422,-1 14.50420861 m I L:147' c tyy col ACCESS POINT ID:7000-020 I C L i GR/GB:N/ISO:N w / DB(1)1.25" r*T r rraw Lo m L I 04 C11ui = s OSWir I o O � ' mc / I ill IE \ � d6ser.,xay g L:129' � \ DB(1)1.00" = BaahAwW L � - -M/a--�— —� I DB(2)1.001, Q 15'UTILITY EASEMENT C L:203' 15'UTILITY EASEMENT G A 17+41 /E 0+25 TWIN FALLS COUNTY GLENN RO K DR DB(1)1.00" DOC#:017410UNTY DOC#:017414 PREPARED FOR: I T 11 E 2+76/J 0+48 L:123' W DB(1)1.00" I T A 17+16/E 0+00 PLACE NEW 3/n DB m R/W i� 14"OX24"AXS 400 LT DUTY HH AT 1 n 042,57331078,-1 14,50421350 14 I ACCESS POINT ID:7000-021 T I L 5 0 N GR/GB:N/ISO:N L:87' 1:(207(591-6427 F:(207)772-3427 DB(1)1.00" m �� r info@filsonfech.com REVISIONS 3 A 18+27 PLACE NEW E 2+28/J 0+00 PLACE NEW L:48' E 3+99 PLACE NEW DATE DESCRIPTION INITIAL 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT f 042.57300479,-114.50421232 042.57321&r -114.503HH AT B DB(1)1.25" 042.57319938,-114.50282702 09/15/23 INITIAL SUBMISSION AILS + ACCESS POINT ID:7000-022 ACCESS POINT ID:7000-021-1 ACCESS POINT ID:7000-021-2 GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N L:279' U/E SCALE - DB(1)1.00" — SIZE B SHEET:1"=50' MATCH TO SHEET #C05 F SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C04 OF C 12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 Ll SD STORM DRAIN U/E -E OWER LINE R CATION LINE \ U/E R U/E E ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ;Ll I I I I ELECTRIC MANHOLE ELECTRIC CABINET m LIGHT POLE 0 TRANSFORMER T UTILITY EASEMENT C II I I OS SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY i j W ® SEWER VALVE ® GAS VALVE DOC#:013352 TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE — A 19+34 © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER A 19}47 - O DRAINAGE MANHOLE 0/UTILITY POLE ® �\CATCH BASIN CULVERT -- M/ z M/a T,.w•vwW 00 WIRSCHING AVE W O noaern. R/ W U R/W R/W W col R/W -- T/OW R/W w 04 c11 `�1z _ oSWil I A 20+20 ❑ �/� V/ t U O down,xay c Bash Aw W 15'UTILITY EASEMENT A 21+06/F 0+00 PLACE NEW F 2+17 PLACE NEW TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 14"0X24"AXS 400 LT DUTY HH AT U DOC#:013352 042.57224309,-114.50421540 10'UTILITY EASEMENT 042.57222192,-114.50341176 ACCESS POINT ID:7000-023 L:217 TWIN FALLS COUNTY ACCESS POINT ID:7000-023.1 GR/GB:N/ISO:N DB(1)1.00" DOC#:537194 GR/GB:N/ISO:N 3 w PREPARED FOR: L:123' ETILSON DB(1)1.00" T:(207)591-6427 F:(207)772-3427 F info@filsonfech.com 4 REVISIONS I c DATE I DESCRIPTION INITIAL u / I m 09/15/23 INITIAL SUBMISSION AILS SCALE 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C05 OF C 12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE r_DB r_DB r_ PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL r_DB r—DBr— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB r—DB r. FUTURE DIRECT BORE 1F 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 TRAIL CREST RD —5D STORM DRAIN E— POWER LINE IRRIGATION LINE R/W El ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT A 22+29 PLACE NEW ® ELECTRIC MANHOLE m ELECTRIC CABINET I 14"OX24"AXS 400 LT DUTY HH AT 042.57190517,-1 14.50421987 LIGHT POLE TRANSFORMER ACCESS POINTID:7000-024 OS SEWER MANHOLE © GAS MANHOLE • , I GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE '15'UTILITY EASEMENT I! L:523' i� Ts TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY DB(1)1.25" © COMM MANHOLE ® WATER VALVE DOC#:013352 I �. © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL WATER METER . O DRAINAGE MANHOLE C UTILITY POLE ® CATCH BASIN CULVERT M/a 3 A 23+54 W ,.,� W N M/a 4.w r v ww M/ �, DB O Nadtina - L Col w W-- R yy r rrow r _ W W C7 1 04 �1Lu wI M/H O _ 0 deser.,Nw 9c+ah Aw W ar I Q IPREPARED FOR: � TILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL jA 09/15/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C06 OF C 12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 SD STORM DRAIN L:339' M/a- -E WER LINE IRRIGATION CATION LINE M E] ELECTRIC HANDHOLE IRRIGATION ACCESS G 2+12 PLACE NEW ELECTRIC METER Q ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT ® ELECTRIC MANHOLE m ELECTRIC CABINET - won& 042.57174929,-114.50188065 LIGHT POLE TRANSFORMER y( ACCESS POINT ID:7000-026-1 I I i t OS SEWER MANHOLE © GAS MANHOLE GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE L:750' I TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE L:94' DB(1)1.25" I © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL l91 WATER METER A 27+52 PLACE NEW A 28+58/G 0+00/H 0+00 PLACE NEW I H 3+01 PLACE NEW H 4+38 PLACE NEW OD DRAINAGE MANHOLE 0 UTILITY POLE 14"OX24"AXS 400 TIER 8 HH AT 14"St7X24"AXS 400 LT DUTY HH AT \ 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT TT1 CATCH BASIN CULVERT 042.57152008,-1 14.50273985 042.57150942,-1 14.50234921 I 042.57148132,-1 14.50123348 042.57146309,-1 14.50073173 ACCESS POINT ID:7000-025 ACCESS POINT ID:7000-026 ACCESS POINT ID:7000-026-4 ACCESS POINT ID:7000-026-5 GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N L:105' L:31' A 28+88/G 0+31 /H 0+31 DB(1)1.25" DB(3)1.25" I 4+w�•vww L:8T 1 L:183 L:13T H 3+60 L:166' DB(2)1.25" I I DB(lp— DB(1)1.25" DB(1)1.25" C 3 G 1+30 H 3+72 0 Na4Nns U 71) LN H 4+26 u Q) iti Co, G 1+18/H 1+18 I -- -/ Ni,, 11 Lu R W 04 C7 DB Lu .C12 v1 1 W Lu N .. L1.1 a osw', i w— W R/W = - L:53' W U O DB(1)1.25 —R/W W O i /M/a M/21 dbce�u ww A 29+41 U/E EXISTING 400 AXS TIER 8 HH AT d ` \ _ bc+ah A-#W �F U 042.57136372,-1 14.50223915 IF PLANNED STRUCTURE I 95 Q (SEE DFN:TWINID_0898DA_11) C IS NOT YET INSTALLED, G CONTRACTOR WILL INSTALL STRUCTURE. I _ SEE DETAIL#7000-027 GR/GB:N/ISO:N PREPARED FOR: K 3 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS — I DATE DESCRIPTION INITIAL 4 I I 09/15/23 INITIAL SUBMISSION AILS I � U — -- SCALE ' - SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C07 OF C 12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 #C 11 -W WATER MAIN 11 SEWER U/E —SD STORM DRAIN U/E* —E POWER LINE U/E IRRIGATION LINE ELECTRIC HANDHOLE IRRIGATION ACCESS U/E /E U/E U/E ELECTRIC METER O❑ ELECTRIC VAULT � U/E ELECTRIC MANHOLE [I] ELECTRIC CABINET U Ll 0 LIGHT POLE 0 TRANSFORMER / OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER QD DRAINAGE MANHOLE )UTILITY POLE K 1+52 PLAL NEW 14"OX24"AXS 400 TIER 8 HH AT ® CATCH BASIN CULVERT 042.57250535,-1 14.50272596 ACCESS POINT ID:7000-026-2.1 GR/GB:N/ISO:N T,.w•vwW Lf) O M/N -- M/b M/LI Na4Nna U M/LI M/2J WIRSCHING AVE W co, T/8W L.� DB W 04 c„ `�,z UJI R/W --------- DB m M/a W — - 05w1F i L:152' L:18' R/ M/a M FlN ,I DB(1)1.25" DB(1)1.00" 2 CABLES I 17 o , O t L:133' L:31' — OPTITAP:20/80 L:71' L:133'.25" DB(1)1.00" DB(2)1.25" L:176' L:80' darem xay G 5+51 /K 0+00 PLACE NEW OPTITAP:TERMINATING DB(1)1.25" DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT - 2 L:300' he ah Aw W U G 4+80/G 6+22 r 042.57249049,-114.50216290 G 7+55 PLACE NEW G 9+31 PLACE NEW G 10+11 PLACE NEW 9�5t ACCESS POINT ID:7000-026-2 G 4+66 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N 042.57247525,-114.50140476 042.57245919,-114.50075132 042.57245169,-114.50045417 Q I ACCESS POINT ID:7000-026-3 ACCESS POINT ID:7000-026-3.1 ACCESS POINT ID:7000-026-3.2 w GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N Ile \ I PREPARED FOR: alll i I rT I � ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS M/a- DATE I DESCRIPTION INITIAL 40 09/15/23 INITIAL SUBMISSION ALS R/W —R/M �,LR/w— �R/W — 3 R/ — — SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C08 OF C 12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 LATERAL 38 —E POWER LINE IRRIGATION LINE ELECTRIC HANDHOLE � IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TS TRAFFIC SIGNAL GAS METER L 0+94 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE 042.57164958,-114.49928369 © COMM HANDHOLE HYDRANT ACCESS POINT ID:7000-026-7.1 ® COMM PEDESTAL 10 WATER METER r 1 GR/GB:N/ISO:N ,V I O DRAINAGE MANHOLE C-0)UTILITY POLE �G ® CATCH BASIN CULVERT H 6+04 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 042.57144574,-114.50011430 H 10+26 PLACE NEW 4'" •'vww ACCESS POINT ID:7000-026-6 L:12' H 8+40/L 0+00/M 0+00 PLACE NEW GR/GB:N ISO:N DB2 0 1.25" 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT / ( ) 0 042.57142190,-114.49923909 042.57139600,-114.49854907 i--i Na4Nna U L*500' L:236' ACCESS POINT ID:7000-026-7 ACCESS POINT ID:7000-026-8 U DB(1)1.25" H 8+28/L 0+12 GR/GB:Y/ISO:N GR/GB:N/ISO:N \ I OPTITAP:20180 L:200' OPTITAP:30/70 col w R/ ... rL I L:103' H 9+43/M 1+03 DB(1)1.25" ui 04 Cil `L1z L:31' L:216' w DB f DB(2)1.25" _ DB(1)1.00" DB(1)1.25" w = s � DB _�/a M/ OR/W-- W — R/W DB I T�M/a O 0 r w r d6 en xay W = he ah Aw W U — -M w w R u Q M/a w. - C L:76' M/a Q G Z _� M 1+44 DB(1)1.25" M 1+79 PLACE NEW PREPARED FOR: - 14"GX24"AXS 400 TIER 8 HH AT 042.57130335,-1 14.49899074 w ACCESS POINT ID:7000-026-7.2 T - Q GR/GB:N/ISO:N Q - ETILSON V 1:(207(591-6427 F:(207)772-3427 s T ♦ info@filsonfech.com AV I REVISIONS .a r DATE DESCRIPTION INITIAL F 09/15/23 INITIAL SUBMISSION ALS y ;D SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C09 OF C 12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER LATERAL 38 OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE Q/UTILITY POLE ® CATCH BASIN �\CULVERT fl I,rwn V AV# li I Q I Na4Nna H 12+43/N 0+00 PLACE NEW H 14+31 PLACE NEW U 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT ly 042.57136098,-1 14.49774679 042.57132697,-1 14.49704870 ACCESS POINT ID:7000-026-9 ACCESS POINT ID:7000-026-10 C01 GR/GB:N/ISO:N GR/GB:N/ISO:N T/8W W 04 C11 L 500' L:21' L:168' s OPTITAP:40/60 w L:22q' H 16+55 PLACE NEW DB(2)1.25" DB(1)1.25" DB(1)1.25" 14"IJX24"AXS 400 LT DUTY HH AT 05W" i 042.57129349,-114.49621710 R w H 12+63/N 0+21 L:300' ACCESS POINT ID:7000-026-1 1 Fik _ GR/GB:N/ISO:N ° 0 1 M/a L:40' de em x„ DB cam, 21 DB(1)1.25" �c+ah�w 1V DB M/a u DB M/21 Q — M/21 W M/21 W — L:39' M/ W PREPARED FOR: _ DB(1)1.25" W- IN ` N 0+60 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57125135,-114.49767626 ACCESS POINT ID:7000-026-9.1 T I L S O N GR/GB:N/ISO:N OPTITAP:TERMINATING T:(207(591-6427 F:(207)772-3427 H 16+95 PLACE NEW L:157 H 18+53 PLACE NEW info@tllsontech.com 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT REVISIONS 042.57118390,-114.49622586 042.571 14807,-114.49564415 ACCESS POINT ID:7000-026-12 ACCESS POINT ID:7000-026-12.1 DATE DESCRIPTION INITIAL GR/GB:N/ISO:N GR/GB:N/ISO:N 09/15/23 INITIAL SUBMISSION AILS _ I I SCALE I 3 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C10 OF C12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE w.DB w�DB w. 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 w�DB w. PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F 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 #CO2 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS f—V—)ELECTRIC VAULT /n ® ELECTRIC METER [I] ELECTRIC CABINET 3 ELECTRIC MANHOLE /a 3/n LIGHT POLE TRANSFORMER M OS SEWER MANHOLE © GAS MANHOLE F -M/N 3/n ® SEWER VALVE ® GAS VALVE I 3/n L 3/n TS TRAFFIC SIGNAL �G GAS METER 1V M/a I M/N I-- © COMM MANHOLE ® WATER VALVE +,; - •gin/p © COMM HANDHOLE HYDRANT W W�� — I - ® COMM PEDESTAL `hl' WATER METER / O DRAINAGE MANHOLE 0 UTILITY POLE /E n R�{y W I I ® CATCH BASIN CULVERT ! R/ DB W DB J_ W D\ P 1+96 PLACE NEW 3/n -U v 14"0X24"AXS 400 LT DUTY HH AT L:251' _ 042.57358600,-114.50231190 I DB(1)1.25" If- OPTITAP:TERMINATING 4+w•tiww ACCESS POINT ID:7000-021-3.1 L:201' N GR/GB:N/ISO:N R 2+51 PLACE NEW 10'UTILITY EASEMENT Q 4+05/R 0+00 PLACE NEW DB(1)1.25" U \nw- / 14"OX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 TIER 8 HH AT c T--I Na4Nna 042.57376622,-114.50139228 DOC#:017414 042.57373794,-114.50046149 10'UTILITY u\1 G ACCESS POINT ID:7000-021-6.2 ACCESS POINT ID:7000-021-6 EASEMENT ri C F GR/GB:N/ISO:N GR/GB:N/ISO:N do1 I m IN FALLS u � TWCOUNTYLu rrow I L.I..I I \ I OO 4: w Lu 04 c11 �C1z U5Wir I \ r^ Ll o O 9- � O c I�MIN _ _ Bc+ah Aw W � C L:220' DB(1)1.0a- 15'UTILITY EASEMENT I L:197' P 0+00 PLACE NEW IS UTILITY EASEMENT PLACE NEW c TWIN FALLS COUNTY "--B(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT;1 TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT m PREPARED FOR: DOC#:017414 042.57318141,-114.50214638 DOC#:017414 042.57316016,-114.50142236 15'UTILITY EASEMENT ACCESS POINT ID:7000-021-3 - ACCESS POINT ID:7000-021-4 TWIN FALLS COUNTY P 0+50 GR/GB:Y/ISO:N I GR/GB:N/ISO:N DOC#:017414 15'UTILITY .rriram EASEMENT � OPTITAP:40/60 OPTITAP:40/60 TWIN FALLS COUNTY ETILSON U/E m DOC#: /E _3/n m I 017414 T:(207(591-6427 F:(207)772-3427 -- -- 3/n info@filsonfech.com 2 CABLES i REVISIONS 2 CABLES DATE DESCRIPTION INITIAL L: OPTITAP:40/60 09/15/23 INITIAL SUBMISSION AILSL:200' 750' Q 1+84 PLACE NEW i 14"OX24"AXS 400 LT DUTY HH AT 042.57313368,-114.50049070 ACCESS POINT ID:7000-021-5 SCALE GR/GB:N/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C11 OF C12 0 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 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_0898DA_06 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE 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 1F 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 #C01 W WATER MAIN 11 SEWER SD STORM DRAIN /E -E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TS TRAFFIC SIGNAL GAS METER 7/�1 © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ` Z7 ® COMM PEDESTAL `hl' WATER METER NI `\ \ 3/r) O DRAINAGE MANHOLE �)UTILITY POLE / ITTI CATCH BASIN �\CULVERT fl R/ - — R/W R/ _ I rl I Q 4+63 W - M M / Q 5+92 I R R/W 3 R/W col rraw [[I� w Q 5+66 ' 04 C11 C72 , I " / Q 6+06 PLACE NEW osW i � 14"OX24"AXS 400 TIER 8 HH AT � /�-.10'UTILITY EASEMENT 042...................57353681,-114.49988752 s, R Fik o ACCESS POINT ID:7000-021-6.1 O TWIN FALLS COUNTY GR/GB:N/ISO:N ` I DOC#:017414 w \ d6sem x L:51' ' c \ DB(1)1.00" Bash Aw W U Q LATERAL 38 T_ PREPARED FOR: ZD —15'UTILITY EASEMENT 3 TWIN FALLS COUNTY a TILSON DOC#:017414 T:(207(591-6427 F:(207)772-3427 A info@filsonfech.com u E REVISIONS DATE I DESCRIPTION INITIAL 09/15/23 INITIAL SUBMISSION AILS L:184' Q 0+00 PLACE NEW DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT I l\ 042.5731 1272,-1 14.49980672 ACCESS POINT ID:7000-021-5.1 SCALE GR/GB:N/ISO:N M/a M/a — — —_—M a SIZE BSHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C12 OF C12 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 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- 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 09/15/23 INITIAL SUBMISSION AILS 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 o FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE U (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE 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 0898DA 06 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898DA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � tf tt Oy� 1y1 �T� TTT TTT T�� 1 11 �1 TT11 111 �1�1 1�11T1JJ TTT �1T1 T1T1J1J �y�yT T1 �T a0.00 DETAIL A SCALE 1 : 1 LSON T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com TM DRAVWdG AND IIMCOPYROGHT DRAWN:A Du Tod DeaMirlpwo 1 TFtEREJP n THE PROPP IYOf lVAA A140 _ M4A-AXS-400R-ASSY-TDS REVISIONS MAT 40T Be COPm WHOLLY OR.1 - DATE DESCRIPTION INITIAL PART.AtJOTHECOrr&M-HEREOF MAY CHECKED: D"^''g-,T'e NOT bE DISCLOSED TO ANY THIRD09/15/23 INITIAL SUBMISSION AILS PARnS rvrTefoL„��i��a M4A-AXS-400R-ASSY-TDS DATE: 14/10/2= &W&-OLfSWQlCA SCALE(A3): 1:6 2o1SIW106/07 EVERfTE FACTORY RREMtSS,f-E ELBERG SCALE ROAD(RSSOI,KLI IVEit 1871 PO 80X 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL,GAUTEtlG SIZE D SHEET: NTS 'i-+27 11 OW 702E MAX-nfo*ffuo COZO SHEET D02 OF D16 [FILE NAME:TDS TWINID 0898DA 06 AXS 400 HH DETAIL 0 DIG -- Dig Line,Inc. 811 or 800-342-1585 TOP VIEW T ` TWINID 0898DA 06 PHOTO RENDER: rwlN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL —- --—-- O 0 450.00 RIGHT VIEW: rl m TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A infoOtlsenlecn.00m W oQwwING AND TF1E COP`�QOGW DRAWN: A Du Tort °*o"",°1 "HEREOF 6Tff0000PEl r OF MaA A11fl M4A-AXS-4001l REVISIONS 415 38 Ill Ill SE WHOUT OQ 14 DATE DESCRIPTION INITIAL PART.All"COlBNm-7" 16AAY CHECKED: °.ewolral . 09/15/23 INITIAL SUBMISSION AILS NOT R 06CL06ED TO"'Y T}lO N AXS-40011l PARTIES wfn+OI -war>s:CONSEW. DATE: 17/08/2020 MANHOtES&A#:RICA SCALE(A3): 1:6 201512WI06M7 EV73firtE FACTORY PQlMSEs.NEIDE1.81l SCALE ROAD IRSSO;.[LIPQl 1871 SIZE B SHEET: NTS PO BOX 672 KLOKIl E7;t 1871 MpVAAL,GAtPTI!IlG SIZE D SHEET: NTS TEL-+27 11 900 7= SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898DA 06 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898DA 06 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 2T.89 A I 20.79 19.69 20,79 , T I L S O N NQ On a Mission T: (207)591-6427 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 09/15/23 INITIAL SUBMISSION AILS 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'"91G �J — -U:. 11 903 7023 y NETWORKS SIZE D SHEET: NTS MOML 91fo111111"WaA m SHEET D04 OF D16 FILE NAME:TDS TWINID 0898DA 06 Dig Line,Inc. 811 . 110TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL MEMO 11 0-342-15115• • . __ III r MMM[E I oili 1� � n ■nnl 1��1 _ �_ __ . 7 • �� - ! ~ kLIns MEMM M loll - �C noti Irl■�n���i�■■l1Ella IIL MEM■ON OL 411TILSON .. �: :. , 4 ' v + On a Mission A x: a �► i /w/L -=;- D05 OF D1G"CHARLES 101 - 8"XT PEDESTAL ® : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I �l r 1 II INSIDE I ,1� I s •'• ' PADLOCK INSIDE •.• HASP I 16.0 0 ?I 5 I - 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 09/15/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET: NTS ,IIt IK So SIZE D SHEET: NTS • A 0 1 H CI 1 1 - 1 1 O 000 iA-- SHEET D06 OF D16 niur csAi�i�v> o: i Kf •'r�� ilw�eh �L.0 1t/ 779 Y.11-IIlow I Mar 1 j1 I FILE NAME:TDS TWINID 0898DA 06 CHARLES 104 - 12"X1 1 " PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 12 . 00 n TWINID 0898DA 06 INS I D[E TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 _Cli 11 . 25 INSIDE 1 HAS - - - 1 T 1 1 22 . 00 38. 08 1 i 1 I 10 . 00 1 TILSON On a Mission C N � I T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com rn Z o REVISIONS o IDATE DESCRIPTION INITIAL � 1 09/15/23 INITIAL SUBMISSION ALS � I i SCALE . 150 21 . 31 0 1 I SCALE o SIZE B SHEET: NTS o I ` S11[ OWI� 4 SIZE D SHEET: NTS 00 0 1 8 1104HCII - 11000W�1�1 P SHEET D07 OF D16 �F++I�pM�� 1• M1 w 11r�iNRru I?f 1 NMN 1•I I DOOM o •! 1 3 - FILE NAME:TDS_TWINID_0898DA_06 TFSD-301 TYPICAL TRENCH ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 06 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL KIM CA C WT Pa.i1 0& mm wwj UNIM MOM PM W2104�-�.� � .r _ - - ONPAt I. h E, -- FATi1L aRtACX SM 3AIIC F(4 S9W IMITr aF TM FA" QEVOMS SECTVM Wn I 9 mOxIm Tip'[ T4 K it ADM TUB OF MML ' Y RL*CE OR ATTACH n HM EW Ai S 4F Pft 1*1 I_ SAIf��t AY BE ItJ1tiON" NTH YiET1EN PERIWN M OF CFFT NOTM TILSON y,�� On a Mission .. I y.�mo.,..._. .--I�y. t .' 1, T: (207)591-6427 F: (207)772-3427 Loft aNm _ - InPoOtIsontech.com MOAL AN ACTM M WNK-31W REVISIONS SURFACE REPAIR MV BAW311EIR DATE DESCRIPTION INITIAL 09/15/23 INITIAL SUBMISSION AILS SCALE ST LL SIZE B SHEET: NTS OF SIZE D SHEET: NTS h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898DA 06 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" : Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 g g 4 3 SAWCUT g 2 PER SEC. 300. i# VARIES Q 1 TWINID_0898DA_06 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 6 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES O5 6 2 12 �=-e- (DOEXISTING OVERLAYEXISTING PAVEMENT FABRIC NOT DAMAGE) 12- 1 9 VEXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN B" AFGREATERNUS D DEPTH CRUSHED OTHERWISEAGGREGATE S SPECIFIED.SE (MIN.) UNLESS 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 © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE O5MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MI M 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 (D3/4" MINUS AGGREGATE SURFACE COURSE (6") 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 O CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. 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 09/15/23 INITIAL SUBMISSION AILS PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AwCwl - rAfC A# pC>1 91E FR10N vcwmtm 04U PATH. CRI $(A, SANW7M (2a C3T'Y OF T1YM1 FALLS REIASKIkS SECTIDN 3D7]. JOAL SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN DFALLS SURFACE REPAIR DETAILS N� 7ESD- 303 SHEET D090FD16 [FILE NAME:TDS TWINID 0898DA 06 SD-304 GRAVEL ACCESS ROAD 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 L I M r TWINID 0898DA 06 ���♦ ♦♦ •v •v•• �� TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL D V ' p TYPE 1 N T.S. a ` •. r .0 D r J TYPE 2 MTS C1 1 D jt e NOTES: TYPE 3 O C Or ORA%,U ACCM ROAD W►Y VMY v T PLANS FW LOCADOA O powm 2x C1RCWr 0M ou Pow rwts LEGEND c F ftuofty P00%m ME ACCm VIM WAJ K AT LEAST 20' Nl. 0 O NATJ11AL GRIMM T I L S O N rpM.tr U*.MsMLP m 20 PI Ova% sncrKE e' RENJ OF 3/4' S CRUSKD AGC�ECATE DD OMM p1GES 9141L HAW A yMWY CCWhCTW TO M DRY aMTv On a Mission k 1 rM 3L01't WN 41 lLdF't Oj CLEAN 1l>P9LL SEE:G7 OM PASTI AE CRASS WATCH E*SIWC T: (207)591-6427 F: (207)772-3427 09CONIuvo m 1w RAa scam OF sOIMOr MrA 94A4L K A IWIII f , InfortIsontech.com AK OAa %,O WTH 4 1 Mot %apt Q PLACC 10' Or 4• WAA "MN CMA%CL COWACM TO hR NECO WIDe m fl1E FLAN UME or m 00" 0042TY OITCN 91ALL K wMaiy a a' la0. RACI r s REVISIONS SK LO&W AOXCUTE BASE CL1Mfit O 3/4. ROADRATI pRAvTO DATE DESCRIPTION INITIAL A EfV��a*A(�MANAGE. F 1G Ulm Pam WC Lr"E 09/15/23 INITIAL SUBMISSION AILS1,cp a.,rcTM•rz•Ea.1tD � O APPQC% o LE►%,TM Aw TWE Q 0ftACj wt DOS- CFi' WIGA ftM%N ONAvQ COWACTED TO v:t M MO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBM �s ROAD NO SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898DA 06 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 G• TWINID 0898DA 06 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h d '.1• Y N kJ 'a.. lz'j _. .'04L- � vtm ' '� m NOTES ry �1 �+ ` uI - TILSON On a Mission AL�51 4,' C-iLIML , --.—_` __ T: (207)591-6427 F: h.co 772-3427 . i EXIMM � ( r 'tlg� �I���'I tnPoOtilsontech.com mow 'll�_',C SAUA&# � � Q�cATbCREVISIONS - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- 09/15/23 INITIAL SUBMISSION AILS RERAW UN C GRDJ _ F POTHOLES !WE CREATER TFI1411' � [ Y�3T WOMIT�1N A gh YMTKAL ANO A 7 �IIIE FUDF USEC IPRCTfD PEA J14Q BElO� c 3r W H91 kIXTAL NPARATM FROM E EPM CITY PLa11 YR Gw UILITM UNLM OTHCRRIF£ APFRDYED NY llK CITY �Or�tR SCALE � p SIZE B SHEET: NTS loll r4 SIZE D SHEET: NTS T S °�3) $ TRENCH SHEET D11 OF DI FILE NAME:TDS TWINID 0898DA 06 SD-307 BORING AND JACKING DETAILS 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 06 D / TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F-7 r: 24• D SKID DETAIL LEGEND NTS Q p= oil to I7t OCARIt" PIPE 0 84 CVW OR ICDVJOOO slaps, OR COIIIdvxv 1T ►AwrcAlW CA3M 963MATCR 4C4 11W IDt CM APPROM wasTmrna► IS CARRETI PIPE 2 SPACERS POI SIKK IB'-21T CAMBI>f Pit 2 SPACM to snack 4 O shoo./ SX& CAWNG 7,r wh W" TATO(rEvs %m / CAAAEWk 2'0WA7EA TNAN CAAMP PIP[ BELL O wrsrE 4IK BELL 2 Qe 2• r cow suftzss swm SiROW94C e 0 C M A III a Tr0 :TRAPS WhWN PM[ JOMTi �5• .n Q) AP*SAAR SPACE /LA1D MTII SAACp 00*U/, 1/r CRAWL OR 01a "Al"LAL AS 411,0I110wo By TIK 3 DOWD. NOTES: ORwwMcs FOR APPAL BY THE MOW POOR 70 CWSI1111-c ION On a Mission O %mwT A AAI1TTEr1 Ofy vrAo'1 or na wimu0 T: (207)591-6427 F: (207)772-3427 SECTION A—A a PROADP C PVE swwRT. ACH9%4W0+T a mroolnAO�t�n.�«� t. T 1t LK NO 0WA0E AVOWANM O/CARREP PFE TLOATAIM, AAq F&MYC Or AMAILAR SPACE REVISIONS KTMQN CASPK PI[ AAO CAWWR FVL ALL FOR nC APPROVAL M TO-9 V+ EP P" To DATE DESCRIPTION INITIAL KSTALLhG 1K opt 09/15/23 INITIAL SUBMISSION AILS IDAHO STANDARDS BORING AND JACKINGTSTOcARO DRAMMIG SCALE iroa STRUMN S DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898DA 06 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898DA_06 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 296 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / 7� MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 0 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. 0 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. OB 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. O 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. O 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. 09/15/23 INITIAL SUBMISSION AILS © 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 APPROVED BY THE CITY ENGINEER. SCALE 1�411z1 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 0898DA 06 TFSD-802 TYPICAL RURAL STREET SECTION 0D1G" : Dig Line,Inc. 811 or 800-342-1585 pop I 1" 1FKHTS TWINID 0898DA 06 TWIN FALLS,ID 13�lREEY. MATERIAL DESCRIPTION QTY ACTUAL I } a -- Ty CUR A SM117 rn aramlvk I 10m cc"" T 9-1m wlu" � LAM VKXMM ftml lop:pAha l t5 ?J SO BAN to ea ha rvrk ICLs 7sO a "-om moa oowoaTm* s.a T.o T.o I. �ruj kKTT AWI[+ 9 �5ww malaAacEft F r mmus ulmoftAwp 12-.115R I ` TIFF 1 aNSH D ACCUCATE BAM 1gum.SE CAN 9E 2- rvpE y OR ve rmE I CRIl9-IEO kI;u -GATE aASE cwRsF_ L%wowc . 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On a Mission T- (207)591-6427 F- (207)772-3427 N GIT� tnPoOtilsontech.00m . A� � W.f' � REVISIONS ,,yy1 �'�4-4-9049% DATE DESCRIPTION INITIAL . I W -- —PWY!W'� ` 09/15/23 INITIAL SUBMISSION ALS YAM[OF AW SOLS AM.44PPFMVM lax AVDr : 1.CAW ,, > m ON I > ;mr,BY uan&m EF um. SCALE � � �, SIZE B SHEET: NTS OMM SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898DA 06 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 FOR FIRE ACCESS ROAD SU TFSO-305 TWINID 0898DA 06 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I _W I mi :mmw 4 mawrn I_ . ENMME ql :: T '" IF 10"AN114 APPROMM BY ILL ACENCt VAL NLA Fg@+ OET11EEN IN AMU 37GJI ._ i . _ r a mm,CM*R iRAD( a7 f!■�IIL., -4E MA YK *"= TO %4 LIFT CeRAT #0rKAf LMEND ZP00AC f VMT OM L#TACT Om OA-K-W CMLr �hOt't ihp.LED C � lt uNF. TILSON SPmT rm wSu" A. Y�1 (> ', mam ' On a Mission WOWN T: (207)591-6427 F: (207)772-3427 tnPoOtIsontech.com PLANT IAX PAVEMENT 25 2.3 31G BASE 2.0 6,0 REVISIONS 9iiR► 6.0 (7.01 ��S (l� ) 1T� (,�.�.a� DATE DESCRIPTION INITIAL 09/15/23 INITIAL SUBMISSION AILS TOTAL no PORTILAW CEMEW CITE' !XG k4 7d) f IV= nddNAVE PLANT W P^WBd f1 A LW— SCALE .�„ SIZE B SHEET: NTS STAj ,CAM SIZE D SHEET: NTS `I] w � '$_ L— -E�' G — 5 SHEET D16 OF D16 FILE NAME:TDS TWINID 0898DA 06