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HomeMy WebLinkAboutTWINID_0898EA_04_REV0-compressed �.. � `�.�. `t"` • .. ' � .. N Lul lege Rd YV - -- - - a ..'�.i a' _ � �' �....�- r DFN NAME : TWINID 0898EA 04 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID _- - ��Ybrook'Aver• ."c ��•' '-• �,�, .` � NODE-�-Whrte;6ircli � - '!1 n. fr rJ 11 f � � � � • J4 to,,cr In •a' -1i�.! _ .�, - - _ " � ^, E ' a '-c�J ot�5osthc.�sh _ `` �"--i. ., v" ,t,,,�y3 a. a�,• �� T^ .. RiagewdV Dr y � � �t �i a ~ ' < rH _ '` _ _ J Oi ►', / t- [fPSh IPl4�� - ' y i � �' a 11 Y-,,r� - � _rNOfLhYPW,Dt- '� L � ,p� �..�� c i� tx � -fails Av2�W Is�or - - _ falls► ��a� ��, ��1 r`y G'' •' �`__. Fai - 'a 3' d � . .• + . � � � � ��'I�,,(NSF_-'w..•- t•IS_ .— r' � f R' r f�' _ �r� � `'i p• Eta,�ne'-Ave ,...� .�`� '�' � �IIR ��` q � ""�• 1 � r y n!'✓ NODE DA riO °0 �ODbkts`Pti �n.. M1 I ^, .ri c TDS ® ° "PERMIT LOCATION MAP Dig Line.Inc. • - '1*��' I � H00-347.15A5 •' ]„ y — TWINID_0898EA_04 ' TWIN FALLS,ID e r C08! _ der—: MATERIAL DESCRIPTION QTY ACTUAL ••t`�a .t Y 1 - - T C07 C06 11 a R Cl 0 Co COl r� ][ olWooL Y 1 _ - - IL -START PROJECT or _ t s. C05 ,� CO2 , I a 1042.57816641 / —114.49068700 A. C - it —' • i..1. _ a 4 - 03 • hr • `` �.. •^ r TIL5ON _i . ra t '• - _J T: (207) 5nfoOtisontech 20 772-3427 o7m REVISIONS DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C10 NEW UNDERGROUND 4,312' SHEETS: C01 -C10 EXISTING UNDERGOUND 0' SCALE SIZE B SHEET: NTS TOTAL FT 4,312' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES .82 FILE NAME:TDS TWINID 0898EA 04 ® DIOUnE TABLE OF CONTENTS ag Line,Inc. DWG NO. SHEET NAME TWINID_0898EA_04 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . COl-C10 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 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 06/30/23 INITIAL SUBMISSION NV . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll�l E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898EA 04 It DIOUnE CONTACT SHEET ag Line,Inc. H htio -.2 258S ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 04 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 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 TILSON r� On a Mission CD N Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F.- (207)772-3427 tnPoOttlsontech.com �O Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 o OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 C Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE SIZE B SHEET: NTS o Todd Naylor NS-1-Route Acquisition 541-797-0539 Q SIZE D SHEET: NTS w SHEET BOl OF B03 0 0 7 FILE NAME:TDS TWINID 0898EA 04 ® DIOUM GENERAL NOTES ag Line,Inc. h Hu,) c.2 Ic,% CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 06/30/23 TWINID 0898EA 04 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 d 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 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 o6/30/23 INITIAL SUBMISSION NV MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. G 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 w 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 0898EA 04 SYMBOLS KEY It oIouilf C C EXISTING PROPOSED ag Line,Inc. EXISTING UNDERGROUND CATV AERIAL CABLE A A CONOUIT SCHEDULE EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT RB(3) 1 DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E U/E 1 DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—————— 1' DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —OIL oIL DIRECTIONAL BORE CONDUIT —DB— �nB� 125" DIRECTIONAL BORE 1 1.2S' DIRECTIONAL BORE MULTIPLE CONDUIT —BB— idDB— DB(2)L25" 01 RECTIONAL SOR E 2 1.25' TWINID 0898EA 04 EXISTING OVERHEAD ELECTRIC —OE of FUTURE DIRECT BORE 1F DROP FIBER in nB DB(3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID � � � � EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER —W W CENTERLINE —CA —C/L PROPOSED HH RIGHT-OF-WAY —R/w — — —R/w — — ELECTRICAL MANHOLE(EMH) ^ EDGE OF PAVEMENT EOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L-O— TRANSFORMER(TRA) I I GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL ggG B8G WATER VALVE(WV) C12 TERMINAL C12 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL 06/30/23 INITIALSUBMISSION NV GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898EA 04 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L;50' lb ELECTRIC METER m ELECTRIC CABINET DB(1)1.00" J7 ® ELECTRIC MANHOLE TRANSFORMER 1 � R/W LIGHT POLE 2PIPES. �<G O O $ SEWER MANHOLE (�' GAS MANHOLE ® SEWER VALVE ® GAS VALVE C 2+60 PLACE NEW t. ❑n TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE 042.57882471,-1 14.49057720 — HYDRANT ACCESS POINT ID:5000-031-1 I — __ © COMM HANDHOLE �/ ® COMM PEDESTAL l�l WATER METER G D:N ISO:-1 O DRAINAGE MANHOLE 0 UTILITY POLE U ® CATCH BASIN CULVERT ry U L:2eo' cos C06 ui IJ_I C10 Co col 2 � _ U') cos cot OI 4 T CO3, U , A 0+00/B 0+00/C 0+00 PLACE NEW Q 14"OX24"AXS 400 TIER 8 HH AT - 042.57816641,-114.49068700 I 1_ ACCESS POINT ID:5000-031 g I L:206' GR/GB:Y/ISO:N A 0+58/D 0+00 PLACE NEW PREPARED FOR: DB(1)1.25" �� - I 14"9�X24"AXS 400 TIER 8 HH AT OPTITAP0:.0 910/ 0 0 042.57800742,-1 14.49068990 ACCESS POINT ID:5000-032 — I GR/GB:Y/ISO:N _ M/a - - - M/a _ ETILSON C 0+30 T:(207)591-6427 F:(207)772-3427 info@filsonfech.com L:58' DB(1)1.25" i I �,., rr�,. — - REVISIONS DATE DESCRIPTION INITIAL w W W 06/30/23 INITIAL SUBMISSION NV f W Lu R/W � Q A 0+69/D 0+1 1 R/W R/W N I SCALE m 2PIPES # J SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER rl NV C01 OF C 10 NOTES: DIGL I NE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C01 GAS LINE W WATER MAIN SS SEWER L:46' L.42'( ) —SD— STORM DRAIN ( ) � DB 2 1.25" - —E POWER LINE DB 1 1.25" C? I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT A 0+99/D 0+42 I I ELECTRIC METER m ELECTRIC CABINET (E) ELECTRIC MANHOLE �y D 0+88 PLACE TIER NEW — I LIGHT POLE lUl TRANSFORMER 14"OX24"AXS 400 8 HH AT 042.57789896,-1 14.49089027 � OS SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:5000-32.1 ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:N TRAFFIC SIGNAL GAS METER r 3 © COMM MANHOLE ® WATER VALVE of COMM HANDHOLE � HYDRANT COMM PEDESTAL Q WATER METER L:1 90' QD DRAINAGE MANHOLE 0 UTILITY POLE DB(1)1.25" ® CATCH BASIN CULVERT Ilk I m O I C08 U C06 W LI_I 2 \ C10 CO col 2 I ' V J COS CO2 0 I A 2+89 PLACE NEW I y — 14"OX24"AXS 400 TIER 8 HH AT a' co, 042.57737935,-114.49072610 ACCESS POINT ID:5000-033 U GR/GB:N/ISO:N o L.183' PREPARED FOR: DB(1)1.25" � TILSON -- I T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com 1 I arm � REVISIONS DB(1 DATE DESCRIPTION INITIAL i B(1)1.00" 0 06/30/23 INITIAL SUBMISSION NV i 2 PIPES I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV CO2 OF C 10 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE W WATER MAIN IS SEWER -- - SD STORM DRAIN 2 PIPES —E POWER LINE A4+72 PLACE NEW 1 ELECTRIC HANDHOLE QELECTRIC VAULT 14'OX24"AXS 400 TIER 8 HH AT ELECTRIC METER m ELECTRIC CABINET 042.57687768,-1 14.49073410 ® ELECTRIC MANHOLE i ACCESS POINT ID:5000-034 TRANSFORMER GR/GB:N/ISO:N �� 1 LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE � ® SEWER VALVE ® GAS VALVE O w I ❑n TRAFFIC SIGNAL GAS METER 1 I L:153' © COMM MANHOLE ® WATER VALVE DB(1)1.25" © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE * I ® CATCH BASIN CULVERT I L:30' DB(1)1.09' - I U — C08 A 6+25 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT C06 w 042.57645895,-114.49073680 t ACCESS POINT ID:5000-035w L:369' GR/GB:N/ISO:NCol DB(1)L: 1]4 O A 6+86 D M/a M a i / M/a — _. - W , U w - r A 7+35 CQdL- R/W — G R/W R/W R/W R/W R/ PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO3 OF C 10 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE w WATER MAIN SS SEWER W 1 SD STORM DRAIN �' \ n—n E POWER LINE \ \ \ = I IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET L.200 DB(1)1.25 (D ELECTRIC MANHOLE : TRANSFORMER \ I LIGHT POLE LJ � � L:20 O SEWER MANHOLE © GAS MANHOLE PLACE NEW j 1 ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT 042.57665649,-114.4CE NEW 2 I � ' ❑7S TRAFFIC SIGNAL � GAS METER SEMENT COMM MANHOLE WATER VALVE ACCESS POINT ID:5000-044 T UTILITY EA G TWIN FALLS COUNTY i C GR/GB:N/ISO:N C I COMM HANDHOLE HYDRANT 737153 c C f\TI ® COMM PEDESTAL Q WATER METER OPTITAP:20/80 m f 7.5'UTILITY EASEMENT E 3+32 PLACE NEW A 9+94 PLACE NEW 1I O DRAINAGE MANHOLE ��unurY POLE I i TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 4"90X2.5 AXS 77,-1 DUTY 46947 AT ® CATCH BASIN CULVERT I 042.5CESS P 7,-1 1 D:500 -036 737153 042.57653651,-114.49241081 I ACCESS POINT ID:5000-036 I ACCESS POINT ID:5000-046 GR/GB:Y/ISO:N �r GR/GB:N/ISO:N � OPTITAP:10/90 , ~— OPTITAP TERMINATING 200" I I 10'UTILITY EASEMENT C08 5'UTILITY EASEMENT 5'UTILITY EASEMENT TWIN FALLS COUNTY I U i TWIN FALLS COUNTY DOC#:737153 737153 TWIN FALLS COUNTY C06 A I DOC#:737153 E 0+00 PLACE NEW L:332' w 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" W 042.57632003,-1 14.49334830 Clo Co Col ACCESS POINT ID:5000-045 L:400' c J \ GR/GB:Y/ISO:N / _3 n E 2+52 \ I \ C05 CO2 OPTITAP:30/70 DB Da-- M/J 3/n I O M/N W _ 4 T CO3 W- W DB A 8+86 W Q — R/W RAW RAW R W ., / PREPARED FOR: W • ETILSON T:(207(591-6427 F:(207)772-3427 ' info@filsonfech.com - REVISIONS I DATE I DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV ROBERT STUART MIDDLE SCHOOL SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C04 OF C 10 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C09 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET i ® ELECTRIC MANHOLE S I lUl TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE aw ' I I Q TRAFFIC SIGNAL GAS METER PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW © COMM MANHOLE WATER VALVE® 042.57763821,-1 14.49238658 14"OX24"AXS 400 LT DUTY HH AT © COMM HANDHOLE HYDRANT ACCESS POINT ID:5000-040 042.57763257,-1 14.49171882 ® COMM PEDESTAL l91 WATER METER GR/GB:N/ISO:N ACCESS POINT ID:5000-039 L:200' L:200' GR/GB:N/ISO:N OD DRAINAGE MANHOLE �)UTILITY POLE OPTITAP:10/90 ® CATCH BASIN CULVERT OPTITAP:10/90 _y �r I PLACE NEW U/E—- OPTITAP:10/90 U —U/E E I 14"OJX24"AXS 400 LT DUTY HH AT PLACE NEW 15'UTILITY EASEMENT I 042.57749789,-114.49334594 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 15'UTILITY EASEMENT I N 042.57763988,-114.49305727 TWIN FALLS COUNTY ACCESS POINT I:N/ISO:N \ DOC#:737153 DOC#:737153 L:200' COS GR/GB:N/ISO:N ACCESS POINT:D:5000-041 U i GR/GB:N/ISO:N OPTITAP:10/90 \ OPTITAP:10/90 PLACE NEW 1--- 006 14"0X24"AXS 400 LT DUTY HH AT w y \ 042.57750777,-1 14.49146530 # ACCESS POINT ID:5000-038 W c10 co Col GR/GB:N/ISO:N V I O C05 CO2 a, I 3/fl I _ a M/b �4---- I � Mir cos_ I 10'UTILITY EASEMENT U \ TWIN FALLS COUNTY I \C/ \ DOC#:737153 I I -T— R/W \ PREPARED FOR: U/E 7.5 UTILITY EASEMENT 4 j TWIN FALLS COUNTY 10'UTILITY EASEMENT 737153 TWIN FALLS COUNTY I A 3 DOC#:737153 ETILSON i\ L:200' T:(207(591-6427 F:(207)772-3427 PLACE NEW 15' E T E 4+92 PLACE NEW UTILIT EASEMENT PLACE NEW infosfilsonfech.com , Y 14"OX24"AXS 400 LT DUTY HH AT REVISIONS 14"f7X24"AXS 400 LT DUTY HH AT I TWIN FALLS COUNTY 14"Q)X24"AXS 400 LT DUTY HH AT I 042.57697491,-1 14.49240548 042.57697884,-1 14.49334697 1 DOC#:737153 042.57696829,-1 14.49146687 — ACCESS POINT ID:5000 46.1 DATE DESCRIPTION INITIAL ACCESS POINT ID:50 ISO:N ACCESS POINT ID:500SO:N 06/30/23 INITIAL SUBMISSION NV GR/GB:N/ISO:N - - �J-- I GR/GB:Y/ISO:N c GR/GB:N/ISO:N � ' m OPTITAP:15/85 ' m _ I rn l i t OPTITAP:10/90 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C05 OF C 10 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER —SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT lb ELECTRIC METER m ELECTRIC CABINET IT M/a M/a n�/a M/a ® ELECTRIC MANHOLE I I LIGHT POLE TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER R/W © COMM MANHOLE ® WATER VALVE W R/W R/W _ __ R/ © COMM HANDHOLE HYDRANT —R/W ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE - I ® CATCH BASIN CULVERT I U 3 I I I I i C08 C 5+05 PLACE NEW _ - - 14"OX24"AXS 400 TIER 8 HH AT TDB(I)l 224' 042.57949721,-1 14.49056780 C06 w001, ACCESS POINT ID:5000-031-2 +GR/GB:N/ISO:N co cof OPTITAP:10/90 cos cot O U ICW, � I 10'UTILITY EASEMENT I U TWIN FALLS COUNTY DOC#:482961 L:36' CQ DB(1)1.00' ` I -� PREPARED FOR: 1 � Im \ I L:245' I ETILSON f T:(207(591-6427 F:(207)772-3427 _ info@filsonfech.com = REVISIONS L40 DATE I DESCRIPTION INITIAL Af 06/30/23 INITIAL SUBMISSION NV full r ' � '�_ � �^^/ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C06 OF C 10 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C08 GAS LINE w WATER MAIN I 10'UTILITY EASEMENT —so— STORM DRAIN TWIN FALLS COUNTY DOC#:525144 —E POWER LINE E]� � ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET H 0+44 M/H M/A /a ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE H 0+52 _• y O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE R/W R YY — —_— K7 yy __ - 1u W � TRAFFIC SIGNAL �G GAS METER � — OPTITAP:10/90 /W -� R/ — R/W O C COMM MANHOLE WATER VALVE H 0+00 PLACE NEW HYDRANT 14"OX24"AXS 400 TIER 8 HH AT © COMM HANDHOLE � I WATER METER ® COMM PEDESTAL ` 042.57988270,-1 14.49343522 _ lip ACCESS POINTID:5000-031-8 r OD DRAINAGE MANHOLE C UTILITY POLE 15'UTILITY EASEMENT GR/GB:Y/ISO:N , ® CATCH BASIN CULVERT TWIN FALLS COUNTY DOC#:525144 1- — i\�1 10'UTILITY EASEMENT - TWIN FALLS COUNTY DOC#:482961 to L:200' I _ • _ C 7+29 PLACE NEW` � COS 14"OX24"AXS 400 LT DUTY HH AT r I U ` 042.57950328,-1 14.49140078 jPLACE NEW PLACE NEW C 8+73 PLACE NEW ACCESS POINT ID:5000-031-3 C06 I 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N 15 UTILITY EASEMENT 042.57945168,-114.49280230 042.57944961,-114.49230221 042.57944751,-114.49185783 OPTITAP:10/90 ui TWIN FALLS COUNTY ACCESS POINT ID:5000-031-6 ACCESS POINT ID:5000-031-5 ACCESS POINT ID:5000-031-4 Lu cio co Col DOC#:525144 GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:Y/ISO:N 5'UTILITY EASEMENT i1, I L:200' L:200' DOC#:4829I N FALLS COUNTY I I OPTAP:10/90 OPTITAP:10/90 C05 CO2 TI U/E U/E ' U/E U/E �—— O 4 CO3 OPTITAP:10/90 _ L:300' C 7+50 PLACE NEW L:144' 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" Q 042.57945382,-1 14.49342917 G ACCESS POINT ID:5000-031-7 r^ GR/GB:N/ISO:N I PREPARED FOR: I I # ETILSON U/E. U/E I _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com i REVISIONS W * DATE I DESCRIPTION INITIAL Z \z 06/30/23 INITIAL SUBMISSION NV Q LU -.1 a �~ UU TT Lu U - m SCALE Q 1 SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C07 OF C 10 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN 90- Amild E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE \ Q \ TRANSFORMER ' 0 D_' LIGHT POLE LJ SEWER MANHOLE © GAS MANHOLE F ® SEWER VALVE ® GAS VALVE + �L - ❑n TRAFFIC SIGNAL GAS METER - Z © COMM MANHOLE ® WATER VALVE - / V © COMM HANDHOLE HYDRANT MAI MIA- - M/?! � ® COMM PEDESTAL Q WATER METER M/a M1/8 O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT _ W /W _— w —R/W - _1 R/W_I R/W W W R/W —R/W _ -- � cos . i C06 C10 CO CO1 I c05 i c02 \ H 1+91 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.58038643,-1 14.49346108 ` ACCESS POINT ID:5000-031-9 GR/GB:Y/ISO:N 15'UTILITY EASEMENT TWIN FALLS COUNTY 5'UTILITY EASEMENT OPTITAP:15/85 DOC#:525144 TWIN FALLS COUNTY _ U/E— DOC#:482961 , I-- 3/fl �_ _ U/E PREPARED FOR: U U i .C 200' OPTITAP:20/80 U/ _ _I L:200' OPTITAP:30/70 PLACE NEW L:300' OPTITAP:TERMINATING � 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW T I L 5 0 N - — 042.58037294,-114.49275700 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW 10'UTILITY EASEMENT ACCESS POINT ID:5000-031-10 042.58036316,-114.49218505 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY L:191' GR/GB:N/ISO:N ACCESS POINT ID:5000-031-11 042.58036143,-114.49141226 T:(207(591-6427 F:(207)772-3427 525144 DB(1)1.00" GR/GB:N/ISO:N I ACCESS POINT ID:5000-031-12 info@tllsontech.com L:200' GR/GB:N/ISO:N REVISIONS I DATE I DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV w w SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C08 OF C 10 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE W WATER MAIN — IS SEWER F 2+71 PLACE NEW G SD STORM DRAIN 14"OX24"AXS 400 TIER 8 HH AT \ I } —E POWER LINE (� E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.57890392,-114.49220220 / 15'UTILITY EASEMENT � ACCESS POINT ID:5000-031-14-1.1, IL:62 ELECTRIC CABINET ~TWIN FALLS COUNTY ELECTRIC METER m GR/GB:N/ISO:N -\ DB( .2 — DOC#:014076 ® ELECTRIC MANHOLE TRANSFORMER — LIGHT POLE 15'UTILITY EASEMENT L:12' 3 O$ SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY DB(2)1+83 DOC#:014076 - ® SEWER VALVE ® GAS VALVE � g3� IIII I F 3+45 PLACE NEW ❑n TRAFFIC SIGNAL GAS METER 14"O)X24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE DB(1)1.25" o- 042.57887288,-114.49197078 q� ACCESS POINT ID:5000-031-14-1.2 © COMM HANDHOLE //V� HYDRANT F 2+26 GR/GB:Y/ISO:N ® 11J COMM PEDESTAL WATER METER F 2+20 PLACE NEW OD DRAINAGE MANHOLE �)UTILITY POLE { 14"OX24"AXS 400 TIER 8 HH AT I /E ® CATCH BASIN CULVERT 3 042.57876641,-114.49218163 ACCESS POINT ID:5000-031-14-1 GR/GB:N/ISO:N 0 i--I .--I 0 _ I U C08 tJ � � m � (-.n7 C06 W W IJ_I Lu C10 CO col �^/) 1 r ,�^/� V _ I V/ COS CO2 � O L:220'! � O B 5+39 PLACE NEW DB(1)1.25" • 14"OX24"AXS 400 TIER 8 HH AT _ a CO3 042.57818758,-114.49268819 I I B 7+09/G 0+00 PLACE NEW ACCESS POINT ID:5000-031-15 LU L:9' 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N B 4+21/F 0+00 PLACE NEW B 2+06 PLACE NEW r DB(2)1.25" 042.57819382,-114.49331900 14"OX24"AXS 400 TIER 8 HH AT I r 14'OX24"AXS 400 TIER 8 HH AT Q ACCESS POINT ID:#5000-031-16 L:26' 042.57818378,-114.49225093 042.57817157,-114.49145145 C B 7+18/G 0+09 GR/GB:Y/ISO:N DB(1)1.00" ACCESS POINT ID:#5000-031-14 ACCESS POINT ID:5000-031-13 I G GR/GB:Y/ISO:N L:318' -y GR/GB:N/IS N - DB(1)1.25" OPTITAP:30/70 L:170' L:118' �� \\ PREPARED FOR: DB(1)1.25" OPTITAP:20/80 DB(1)1.25" m L:215' L 40U' ; L:200' L:200' I MAI DB(1)1.25" j I -- _ F 0+23 — De M/LI ETILSON T:(207(591-6427 F:(207)772-3427 L:56' info@filsonfech.com DB(1)1.25" REVISIONS W W — — - W— DATE DESCRIPTION INITIAL W W M 06/30/23 INITIAL SUBMISSION NV G 0+65 PLACE NEW i— R/W R/ —R/W 14"OX24"AXS 400 TIER 8 HH AT R/W —R/ 042.57804177,-114.493355225 ACCESS POINT ID:5000-031-16.1 SCALE GR/GB:Y/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C09 OF C 10 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_04 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER —SD STORM DRAIN .Zl —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT — 3 � ELECTRIC METER m ELECTRIC CABINET 0_' ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE LJ (�$ SEWER MANHOLE © GAS MANHOLE \ I ® SEWER VALVE ® GAS VALVE �y�y ■ ❑n TRAFFIC SIGNAL GAS METER R�� • /I a' I •� © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT \ ® COMM PEDESTAL Q WATER METER L:38' O DRAINAGE MANHOLE �)UTILITY POLE MIN B 10+36 PLACE NEW _ DB 1 1.00" M/21 14"OJX24"AXS 400 TIER 8 HH AT L O ® CATCH BASIN CULVERT 042.57863943,-114.49396613 ACCESS POINT ID:5000-031-17 GR/GB:Y/ISO:N ffh.L OPTITAP:40/60 W i _ I + 'P R/w R/w—`� cos , C06 w w C10 CO col ' I I Ln \ I � 02 O COS C CO3 I g g+92 MIN — — MIN — — �bl — — MIN y w� PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com vy -W w - w w- w REVISIONS DATE DESCRIPTION INITIAL 1-1 RAW R�W ~ 06/30/23 INITIAL SUBMISSION NV + - /W— RAW 3 _ Lu I « 3 SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C10 OF C10 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. TWINID 0898EA 04 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- �I I—III—III—III—I I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I�I I-I I MI I la I-I I�I I I-I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS -IIIMIIMIIMIMI1-111 11ElI III REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 11=1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN —I I I=1I I—I I I—I 11=I I M I I—III—I 6"LAYERS WITH ROCK COVER 24"MIN. I I-I I�I I I�I I-I I�I I I-III-III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 DETAIL L M I M I—I I M I I—III; =III—III—III=III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W -I I�I-I I MI 11-1 I ANY NUMBER OF INNERDUCTS 1 � AND/OR HDPE's,AS SPECIFIED III-111=I 11_i &FIBER OPTIC CABLE 11I1IIII�II I I=,1I�I I- 4"BORE HEAD. CONDUIT AS SPECIFIED � E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 111 1 1-111—ITI—I I— _ •�I���—���—���, —I 11=11 I—I 1 I-1 I 1 II—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III-III-III-III 3'MIN "4 DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N 30"MIN. I11=III�1I=1 I�n I=I1I-1 Imo_ v -2 -2 REFER O I�—III—III—I I-I I I�I I-11�111 on a Mission .I I--III—IIIII--I I�I I=11 I�I�I II I�1 I=I1 II I I—II—I E CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I I-1I—111—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 M I I—I 11=I I I—I I I= III=II 11=I1 REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—III I.fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-11I—I1 06/30/23 INITIAL SUBMISSION NV IIMIMII- 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 ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. [FILE NAME:TDS TWINID 0898EA 04 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. TWINID_0898EA_04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F++ ++,ie< AIL+++ + + ++ +JL ++ ++� F++ eo.00 DETA1L A SCALE 1 : 1 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com rows oanln.40 nao ate CCVVUC.rn DRAWN:A Du Tat o►o ro Iw neaeor m"Poo"""or run,vrD M4A-AXS-400R-ASSV-TDS REVISIONS "AT►fir K CCPW ELT oo of DATE DESCRIPTION INITIAL P^W-A"DrotCo►mm'"NOIOr"AT CHECKED: Oro""0 06/30/23 INITIAL SUBMISSION NV ►$or K orsctosm no^"T"m MIA-AXS-400R-ASST-TD5 PAVM 11M1iW wMrO+oK)"=` DATE: 14/10/2020 ON "" 490tr "racA SCALEIA3): 1:6 7- 2D I S*w N)LW n'mm PnCT0av NSMtsa_► SCALE 90AD 11111111"M ajpofv a 1671 SIZE B SHEET: NTS 00 box 6natsarle"IwI roves 0^4""G SIZE D SHEET: NTS rd OV 1 I ow`OQi SHEET D02 OF D16 I VAL rdodkm4o corn [FILE NAME:TDS TWINID 0898EA 04 AXS 400 H H DETAIL ® DIGU E ag Line,Inc. TOP VIEW i + TWINID 0898EA 04 PHOTO RENDER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A ® 0 —450 00 - R$GHT VIEW m i i O1±e4i i Li ew, TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A InfoOtIsonleoh.omn Im DRAWN- A Dv Tod �~ AtKOF II W 0 h O►ww A►rp MaA-AXS-4QOR-AZ3T REVISIONS 4�7 IAAY►JW K CC =WPCXLT OI e1 DATE DESCRIPTION INITIAL c 1^Jr Ake"Calld*M wAv CHECKED: Dv~►o rAw 06/30/23 INITIAL SUBMISSION NV FOOT K DOCLQM TO Aviv Titi�p MCI►-AlI3-�00!•ASS� rA m wrl"w V#Wr O.C 1049w DATE 17/08/2020 it�!/>r010�10>• Malre IAC?Od"MlWtS,►aDRJewo SCALE WOAD IK/D1-K&VsftA IV SIZE B SHEET: NTS PO Box$77 CLOww"INI kAO'vAAL GA VAG • SIZE D SHEET: NTS qL y7 11"A 7= SHEET D03 OF D16 "AL;wvOwde ce m FILE NAME:TDS TWINID 0898EA 04 AXS 500 H H DETAIL D19 Une,Inc. 5i1 of- 11300-3,42-1585 EXPLODED VIEW LID BASE TWINID 0898EA 04 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 PHOTO RENDER — 21.B9 A� 19.69 mom I 19.69 2079. TILSON 000 On a Mission O/Yb6i0►6�1�+C1� 000, T: (207)591-6427 F: (207)772-3427 Q.99 gas otwrr.+o A.o T►e coOrrow DRAWN: A Du Tort Infoocnsontech.com t1aro0►IS TICK POCOVI Y a M4A M 40 WAA-A)M-SOOR-ASSY MAY PAM K cdm ftgouv CIO IN REVISIONS P'AvT APO rmt COW DM roll"WAY CHECKED: Dro4wrp Tso DATE DESCRIPTION INITIAL 1 ll •K 015CLOM V Ash 7"m SWR AXS CHAMBER REV001 06/30/23 INITIAL SUBMISSION NV .,►r,cs 11Yf 1�0(�1 ww-sa+ca+so+T DATE: 121OW2020 t SCALE(A3): 1:7 A� SECTION A-A �0� 0T0 R2.21) !vl1"F^CTOft MekfeM.1eDftMo 1 YC1^0 ta"O.nv ww 1471 SCALE Poem 6nclogrm IGy1 SIZE B SHEET: NTS MONML G/W'!NG WL ev T 1 Im 7m SIZE D SHEET: NTS uMx 0000muocoso SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 04 • TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL INN 'V■■■■� NII ' . . - ■� liesI �■���■■����.� Drill IN ml IN IMI .■. .■I 11■ .. ��I MI■��■ INAIEWJ -IDS Of I 11-mm a 0 ■I III ■ _ �� .. I ! m■■A■■w■■L . 11 'd ■� ■C lff 10 F. ON ■C On a Mission 1 • _ — ,All SIM SHEET • M .• FILE NAME:TDS . 0898EA 04 CHARLES 101 - 8' XT PEDESTAL ® DIGUnE ag Line,Inc. —2 ,sas TWINID 0898EA 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � I 7 , 5 i INSIDE I • � ADLOCK 7 . 5 ; INSIDE NASD 16.0 0 21 S � 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET: NTS wriu.�+ SIIE —.two 40 SIZE DSHEET: NTS • &!w/7wIkfA 10 I H CI ( I ' ( Q OOWPP SHEET D06 OF D16 Ill 2i !zc' ';.'.�ii!".«'�:'o'ic rt�c'NrT.Sw'n., — II t 1f ut--untw I rur 1 o1 FILE NAME:TDS TWINID 0898EA 04 C H A R L ES 104 - 12"X 1 1 " PEDESTAL ® DIGUnE ag Line,Inc. 12 . 00 TWINID 0898EA 04 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( 1 ( 1 I 22 , 00 I 38. 08 1 I I LJ ' II 10 , 00 -r-r TILSON r> On a Mission 0 T: (207)591-6427 F: (207)772-3427 ro N InPoOttlaontech.com 0 ' REVISIONS DATE DESCRIPTION INITIAL 1 06/30/23 INITIAL SUBMISSION NV 21 . 37 SCALE 150 U 1 o I SCALE v o I _ SIZE B SHEET: NTS I .� SIZE OulrltrG so [ SIZE D SHEET: NTS Co 0 1 w =� B I O Q H C I I I I O O O W SHEET D07 OF D16 NJ g { { ��, - Z 1 rarl„idN[�j:�.w�+t�MN1�1y �i la:rotri� Kl[ t1S I�M011-IIOOOM 9Ql ( o' I 3 FILE NAME:TDS_TWINID_o898EA_o4 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. t; ,• Ht�l� r? T�5 TWINID 0898EA 04 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL Fw ILMS , ` LEGEND CUT Pa.i1 wm wwj . .� VIJIM MOM i I pm .r Am ME- - E, -- FATi1L aRtACX SM 3AIICI T4 S9W IMITr aF TM FA" QEVOMS SECTKN Wn I 9 MONM Tip'[ T4 K Ir ADM W OF MML ' Y RL*CE OR ATTACH n HM EW Ai S 4F Pft F(IR IF q ItlkTER AND PRE$a = 11ANSCaT►O+VE'M I_ SAIf��t AY BE ItJ1tiON" NTH YiET1EN PERIWN M OF CFFT NOTM TILSON �y, On a Mission T: (207)591-6427 F: (207)772-3427 Loft aNm _ - InPoOtHsontech.com MOAL AN WWACTMl3 WNK-31W REVISIONS !SURFACE REPAIR MV BAW31EIR DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV SCALE ST LL SIZE B SHEET: NTS OF SIZE D SHEET: NTS TYPICAL _ N icy h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898EA 04 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 9 9 g g 4 3 SAWCUT g 2 PER SEC. 300. i# VARIES Q 1 TWINID_0898EA_04 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION OTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 6 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 6 5 EXISTING O 11 OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING 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. 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 3/4" 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 MICH 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 06/30/23 INITIAL SUBMISSION NV PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. i 5AWrW TO NE AS F,qk A# p6 MOON wCom tm IIIYI= PATH. CAI SCA16 SAW:LJTM I(= DTV OF T1YM1 FALLS REWSKIISS SECTION SD7). 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 0898EA 04 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. �I I » : TWINID 0898EA 04 TWIN FALLS,ID / MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 K TA 0 j03 TYP£ 2 %TS 0 L r � c 7 e NOTES: TYPE 3 O C or CPA'& Acasr, ;'ov WAY VARY M T P MRS" tOCANk O P*&ADE 2R owwo ow *" AoAo rms LEGEND © IF iRWWAT POO-AM FK ACOMS, O MATURK or+Otrio MDT"MUST K %T tEAST K wo MIDTi•M1 J• Pup UNLMI ae1twom SPc>�P1m =p a r wm a 3/4- twtt►s ays� Aco cmt , , LSO N �D 90WIC0 DI"CS %tA HAVE A W&AN CO WACTEO TO 95X DRY DDogri S 1 rite SLOP( wm A 1 Uopc OS MAN 701M MIN PASRAE ORASS VAT;N E05*4 T: (207) 591-6427 F: (207) 772-3427 OtcoYMcloom *a eA(X SILOK Or MOMON 3" gXAU K A W40AN 1-1 infoOtilsontech.com SACO( SLCFE vuTN A 1 BApr ADPE O KAI op0- ( 0- �S PMft I+•vR CONVACM TO D?: K IL ow r, 1uw UK a *a oft O"CM 94Atl nc W010.0 Cr A• 1111MOO REVISIONS IM IOOEST A"WCATE "M COII Q ftAa 3- Of 3/4' ROQW0 Q►AAX TO Dtcot/hc[ ORANACC PMIN: Cfft71 DATE DESCRIPTION INITIAL tAO)" DW*'"YS AE'.OAR D M11 © POOPOSED PIPE trE 06/30/23 INITIAL SUBMISSION NV AVPRe-No 11.04 N Aw TYPE QQ PLACt r OF•- t,Nus o+T+w wAvn corPACTtO TO ear OwY 001?tr IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAIMNG FOR PLIBIXKTR M�IORIKS ROAD SCALE SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898EA 04 TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. h Hl1 1c.2 15$5 G TWINID 0898EA 04 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h _ VIL i�d . 'r 1••� Y �' cam i -- ipm _. .'0� vtm ' 4L- '� NOTES R ry �1 �m + ` NuI - TILSON On a Mission QUIMPAXTI ice.Iut i AL�51 A. C-iLIML --.—_` T: (207)591-6427 F: 772-3427 ' � ( r, 'tlg� �I���'I tnPoOtilsontech.coh.co m mmow 'll�_' ',C REVISIONS �� - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- O6/30/23 INITIAL SUBMISSION NV LINC �Sd4l1T_ F PUA1t7LE5 !WE C4EATER THAI! Oar WM Hu3 N AT WodmT r im 4EATI�4 Arm LVE FWF USE C*IPACTEn PEA gUliYU BEUM A c 3r W FF914kDPPAL NPARATM FROM DEPM CITY It w uw UILITM UNLM OTFCRIIIIIIIS£ APF RDYED NY iFE CITY �Or�tR SCALE SIZE B SHEET: NTS STANPAM MWNG SIZE D SHEET: NTS T S °�3 WN :FALL$ TRENCH SHEET D11 OF D16 FILE NAME:TDS TWINID 0898EA 04 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. —2.1sas r TWINID 0898EA 04 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f �D SKID DETAIL LEGEND N T>; O Im CUT To m 20 CAMNQ POPE O3 4'44' Ctom OM MCUM00C SIM% at COWVICIJUT FNPWCA= CAW-, W9, ATOMs (c464o Mc CO AiPN011D S,9S;lmll 0M IS' CAAN IM PIPE I SP'ACE*S PVt STn CAM W P►L 3 9ACRS $'R 1") 4 SmWT4 SIM CAINC ]/!• W% *OLL "CKM I31 MR dA CIP 2' CKAID 1NA#b CAK%P WE YETI O 011TSM fWt !dl 2 4 © Y t COW STW ESS SRIL STIR P PW. 4' 0 C. MPN A Mk OF TWO $VtWS IKTOM "t r011IR 45' AP LLAM Si'AC9 r LED MITN SAAQ, GWW't 31W CAALQ ON "V2 MAMMAL AS APPgOM B1' /E 7 {;) NOTES: um almma ` A wcTmw OTIOt rotm rw "sm S,om " T I L 5 0 N "S DUAL IS mcp=D. 56MI. T vw ORANVGS IOM A►"OVAI tlY M C%GV4 § PMIOM TO COMS WJCV0k On a Mission SAW A IIIIRMM M0.6SM OF TK W1I00 T: (207)591-6427 F: (207)772-3427 SECTION A—A CP neovac arc s 000tT, ACN9%0ANT a trrootna0�t�n.�«� w h T 1W LPE ANC CPACC AVMANM W CAMIM Pwc nL"TAT10K MO n L#40 OF Akft^iR WWI REVISIONS KnNXX C&WK WE AM0 CANNOT PIP(. ALL Idl Tlt APPWWAL 8, TIK 040" M 0"00 10 DATE DESCRIPTION INITIAL NSTALLAG TIE PtFC 06/30/23 INITIAL SUBMISSION NV JV» IDAHO STANDARDS BORING AND JACKING STANDARD ORAVMNG SCALE FOR PILIBUIC CONSTRUCT}ON WORKS DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 04 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1O1M ag Line,Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898EA_04 TWIN FALLS,ID CENTER CROWN BETWEEN CURBS 2 2X 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 10.5 123.0 126.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND 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. 06/30/23 INITIAL SUBMISSION NV © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 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 0898EA 04 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. h Hl1 1c.2 T5$5 1" FEMNNTIAL 1FKHTS TWINID 0898EA 04 TWIN FALLS,ID 13�lREEY. MATERIAL DESCRIPTION QTY ACTUAL Ty } a err LAM VKXMM ftml lop:pAha l t5 ?J A BAN to so b,a "--Am mmla mwm.L* s.a 7.11 T.o I. �--q koT hwiltart 9 W5ww, malaaEft F r mmus ulmoftAwp 12--mR jj�i"ply NX PAVEYIENT W.WALE MMM I ` TIFF 1 aNSH D ACCUCATE BAM 1gum.SE CAN 9E 2- TYPE y m e rm;,E I wjsHEO kI;u ,.ATE amm CwRsF- L%wowc . rm Wff t;rolom oAv, 14 LWJA.1'U#OT 111 E-�F,11�[iEE OT{ OF rKH FN.LS UAST[3t 7f1 TATION KV44 ' T _ wr Aw ite mony Aw TILSON T On a Mission 1� -_- ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 V VALUE+� ISi�lL fl tT9 1 . f�_�liftod :- �.m -- . ,wwma& yd�J REVISIONS AW-V U DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV P WW— SCALE ft oft SIZE B SHEET: NTS QTY T YP LmUmAL �TANGARD NAWN4 SIZE D SHEET: NTS W-14 STRICT S� � TF C — SHEET D14 OF D16 FILE NAME:TDS TWINID 0898EA 04 TFSD-803 TYPICAL PAVED ALLEY SECTION It MGM( ag Line,Inc. h Hl1 1c.2 15$5 OWN hp tw AND amm WIN &I W AULT _ TWINID 0898EA 04 ifatr[ice Iwvq TWIN FALLS,ID ME I EMM GRAB ALLY DR NEW ALLY MATERIAL DESCRIPTION QTY ACTUAL I : .l , TYPE fl—NEW L ALLEYS I I fl-NEW M 0 M N 0 TYPEI N AUEYS • 1.MU MAW M P+y5E6t W WWAIX I w orrrmmaty• rmi momm Aome-MILl TILSON .. _ .. .._ _.. .. _. On a Mission T- (207)591-6427 F- (207)772-3427 N GIT��L tnPoOtIsontech.com �f A � REVISIONS ,y Am�'�4-4-9W.f' � DATE DESCRIPTION INITIAL * _. I � -- PWY!W'�ON ` 06/30/23 INITIAL SUBMISSION NV 19 MWAM mFf4 "T w. fir YAM[OF AW SOLS AM.44PPFMVM lax AiDr : 1.CAW BASWONI un mr,BY m um SCALE WA �,� SIZE B SHEET: NTS OMM ED SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898EA 04 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. h Hl1 1c.2 15$5 FOR FIRE ACCESS ROAD SU TFSO-3O5 TWINID 0898EA 04 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I W _ ICITESi mmvwxx n AI I_ am T . BY UKRMX MAM XM MAIM MXX ADWLW IF 1OU AN114 APPROMM BY LOCAL-* Fg@+ 9ETVAMN IN AMU 37GJI i . _ r a !APPI6q" sm? OM L#TACT OM OA-K-W CMLr �hOt't ihp.LED C � lt umr_ TILSON SPmT rm wSu" A. Y�1 (> ', mam ' On a Mission WOWN T- (207)591-6427 F- (207)772-3427 tnPoOtIsontech.com PLANT IAX PAYEMMT 25 2.3 31G BASE 2.0 6,,0 REVISIONS 9BeJdE 6.0 (7.01 ms (I&S) 17LO (2aq DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV TOTAL no �a PWRAW CEWM CITE' !XG Ik.4 7AG SCALE D D SIZE B SHEET: NTS j SIZE D SHEET: NTS STA, IF `I1 m RUM$ L— -E— G — 5 SHEET D16 OF D16 FILE NAME:TDS TWINID 0898EA 04