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TWINID_0898EA_13_REV0
T 4a Aver _ .`�. ~,: 11- r /'`� ! • T A �. � _ "r `' ' � � �r. Ir ..._ ,Sunnyb hook•tiVe`y...� I�' � .,. ._:' *� � ,�� y,� ,� �`�Q � �Nurth cta(.�ve '� � � _ f}�. ?y ,ram �, �=r •� 1 DFN NAME : TWINID 0898EA 13 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID NODE EA � .. •u _ o• .- . ,' � � a � 11 oF�Souther� 1 •• i� jIng �. -+ Ridgeway Dr Z .�._ 960 M _ - _ � In S +, f` ��1► .y � 'Gestview Li - r-, .' a • _ '� � � ��� Y 3 ��• , - ^•! .� '�.• ..�• e/N� 'z, .9_ . '• �+ Falls Are �, x `7 w r< 4� e�4 :A �►J ;Zlt :-'Jf '�a ` �- Elai»e �-I � �� .� w ` }� � ,'• ,�. .- a;���„�Are - . cl. ,� ��+, � ��, L / >� JM1,. .... ..•� ..T � 1 .���-cWeII AVC' F � _ `- , 1f t:,r� -R V y - tt�edCj yyes. NODEDA rN� • DWIM Dig Line,Inc. —AL 811 or 800-342-1585 --� • • �� TWIN FALLS,ID ft IV — - M rc e 0 ro - 4 ca r ZTILSON 0a9'L-)'rL0 t4C s v _ 1 1 • �w s �. Cat �• ' • • ®_ PERMIT JURISDICTION SHEETS: CIO I -C FORM NEW UNDERGROUND i / / • EXISTING UNDERGROUND SHEET A02 OF FILE NAME:TDS . 0... ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TWINID_0898EA_13 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-C16 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E04 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 08/18/23 INITIAL SUBMISSION NV . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . .. . .. . . .. . . .. . . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E08 SIDEWALK CLOSURE DETAIL SCALE . . . ... . . .. . . .. . . .. . . .. . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A p ll� SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898EA 13 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 13 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOtllsontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 08/18/23 INITIAL SUBMISSION NV Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TDS TWINID 0898EA 13 ® 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 08/18/23 TWINID 0898EA 13 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o8/ts/23 INITIAL SUBMISSION NV MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TDS TWINID 0898EA 13 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E WE DB(2)1" DIRECTIONAL BORE (2)1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C__ __ __ DB(3)1" DIRECTIONAL BORE (3)1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT Ds DB(1)1.251' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DH— DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898EA 13 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1F DROP FIBER DB � ` DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID - - �n>3 EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER —W W CENTERLINE —CA —C/L EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK s/w s/w ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) PROPERTY LINE —— — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L- — F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m I I GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL ITS) ❑rs 38G TERMINAL B8G B8G WATER MANHOLE(WMH) O C12 TERMINAL 0 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER ® T I L S O N On a Mission STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CATCH BASIN(CB) ® EXISTING GAS LINE , REVISIONS CULVERT(CUL) >—< EXISTING POWER LINE , DATE DESCRIPTION INITIAL 06/1en3 INITIAL SUBMISSION NV GAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE ' GAS VALVE(GV) (9 EXISTING SEWER LINE , GAS METER(GM) 451 EXISTING WATER LINE , UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE SIZE B SHEET: NITS UNKNOWN HANDHOLE(UHH) 0 TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898EA 13 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 l -E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER O ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET - LIGHT POLE 0 TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE R/W— SEWER VALVE GAS VALVE TRAFFIC SIGNAL �G GAS METER W R/W © COMM MANHOLE ® WATER VALVE W ^ R/W © COMM HANDHOLE HYDRANT W —R/W ® COMM PEDESTAL WATER METER - � — O DRAINAGE MANHOLE �)UTILITY POLE IN - — ® CATCH BASIN >--\CULVERT �\-16 I TM4 A,. 3 --3/n / 3/n M/ col MA j 3/n �—R C15 w C13 \ ( C04 CO3 14 . i I 3E I I � I cos is I c m C16 08 A 0+00 I a CO C12 IM1i EXISTING AXS 400 LT DUTY HH AT Ckf 042.58245286,-114.50135060 =D Oak- IF PLANNED STRUCTURE C10 1 U/E (SEE DFN:TWINID_0898EA_08) IS NOT YET INSTALLED, C 3/n U/E CONTRACTOR WILL INSTALL STRUCTURE. g SEE DETAIL#7100-015 3/n U/� GR/GB:Y/ISO:N 3/n I T � TILSON _ m I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com — - \ I I REVISIONS L:255' DB(1)1.25" I I 3 1 � DATE DESCRIPTION INITIAL 'UTILITY EASEMENT 08/18/23 INITIAL SUBMISSION NV IN FALLS COUNTY \ —U E I ° DOC#:032609 5'UTILITY EASEMENT I TWIN FALLS COUNTY 032073 SCALE WHITE BIRCH AVE �� � /E I SIZE BSHEET:1"=50' MATCH TO SHEET #CO2 SIZE DSHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C01 OF C 16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 WATER MAIN MATCH TO SHEET #C01 W 11 SEWER SD STORM DRAIN T i —E POWER LINE R/W —I//E IRRIGATION LINE ELECTRIC HANDHOLE IRRIGATION ACCESS - K7iW n U/E M/ `t' ELECTRIC METER Q ELECTRIC VAULT I� + R/W y®� ELECTRIC MANHOLE m ELECTRIC CABINET 5'UTILITY EASEMENT { LIGHT POLE 0 TRANSFORMER R/W— W TWIN FALLS COUNTY 5'UTILITY EASEMENT M w DOC#:032609 TWIN FALLS COUNTY O SEWER MANHOLE © GAS MANHOLE DOC#:032073 SEWER VALVE ® GAS VALVE I _ w TS TRAFFIC SIGNAL GAS METER R/W © COMM MANHOLE ® WATER VALVE 17�n R/W- Qm © COMM HANDHOLE HYDRANT I ® COMM PEDESTAL WATER METER �- I 3/D—� R/W —iv - —R/ O DRAINAGE MANHOLE C UTILITY POLE I PLACE NEW -U/E ® CATCH BASIN CULVERT 3 14"OX24"AXS 400 LT DUTY H H AT I Try,A.. 042.58186851,-114.50277197 A 4+13 15'UTILITY EASEMENT 10'UTILITY EASEMENT 1L am.wA,. ACCESS POINT ID:7100-016-2 A 1+58 GR/GB:N/ISO:N TWIN FALLS COUNTY TWIN FALLS COUNTY A I col DOC#:032609 DOC#:032609 10'UTILITY EASEMENT TWIN FALLS COUNTY L.f) OPTITAP:TERMINATING 5'UTILITY EASEMENT DOC#:032073 M a C�5 C 3 0 TWIN FALLS COUNTY 15'UTILITY EASEMENT U —' _— U E DOC#:032073 TWIN FALLS COUNTY 15'UTILITY EASEMENT U — DOC#:032073 I TWIN FALLS COUNTY C04 CO3 14 75 A 2+55/A 3+95 A 5+41 /6 0+ DOC#:032073 w L:500' ---------- w C06 15 ui uj 2 CABLES OPTITAP:40/60 L:200' U/� * - DB U = C16 Ln PLACE NEW U/E 14"OJX24"AXS 400 LT DUTY HH AT 2 CABLES L:70' — O 042.58183873,-114.50225257 A 3+25 PLACE NEW DB(2)1.25" L:72 U O 08 0 ACCESS POINT ID:7100-016-1 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.251. L:75 L:133' U E 0 GR/GB:N/ISO:N DB(2)1.25" / 042.58181197,-114.50173379 A 4+67/B 0+00 PLACE NEW DB(1)1.25" ACCESS POINT ID:7100-016 15'UTILITY EASEMENT = Aco'o C12 GR/GB:N/ISO:N 14"O)X24"AXS 400 LT DUTY HH AT L:271' �TWIN FALLS COUNTY042.58178265,-114.50120927 DB(1)1.25" UDOC#:010805 ' a ACCESS POINT ID:7100-01715 UTILITY EASEMENT 1 C� 3/fl GR/GB:N/ISO:N o TWIN FALLS COUNTY Q G M/a 3/ - _ DOC#:010805 mw.iiAnw E 3/n . M/a _ 3/ w — M/a - - — FRANK HENRY RD w ETILSON w _ w R/W E R/W _ L � T:(207(591-6427 F:(207)772-3427 - R/W info@filsonfech.com R/W I _T� REVISIONS _ T DATE DESCRIPTION INITIAL USE T -R/W I 08/18/23 INITIAL SUBMISSION NV SCALE I I I R SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO2 OF C 16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 #CO2 W WATER MAIN SEWER I" iSD STORM DRAIN -E POWER LINE C.n n IRRIGATION LINE r IL ELECTRIC HANDHOLE IRRIGATION ACCESS 25'UTILITY EASEMENT I A 9+00/C 0+00 PLACE NEW m ELECTRIC METER Q ELECTRIC VAULT r — •. _ 3/D TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT I 70 w ® ELECTRIC MANHOLE m ELECTRIC CABINET DOC#:010805 042.58104628,-1 14.50126230 n _ 3/n ACCESS POINT ID:7100-018 ' LIGHT POLE 0 TRANSFORMER —� �B 3/q GR/GB:Y/ISO:N mGAS SEWER _ - DB A 8+12/C O+$$ I ® SEWER VALVE GAS ® GAS VALVE OLE I.Tl TS TRAFFIC SIGNAL � GAS METER L:134' _U/E ~ <3 © COMM MANHOLE ® WATER VALVE L.141 A 13+17 PLACE NEW DB(1)1.25" U/E © COMM HANDHOLE HYDRANT DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT A 11+83 PLACE NEW O 042.581 13023,-1 14.50280806 COMM PEDESTAL WATER METER 14"�X24"AXS 400 LT DUTY HH AT L:143' D DRAINAGE MANHOLE UTILITY POLE ACCESS POINT ID:7100-021 L:140' 15'UTILITY EASEMENT O �Q� GR/GB:N/ISO:N ACCESS POI , ID:71 0231 1 67 L:88' DB(1)1.25" A 10+40 PLACE NEW DB(1)1.25" / TWIN FALLS COUNTY 'T� cnrcH BASIN CULVERT ACCESS POINT ID:7100-020 DB(2)1.25" GR/GB:N/ISO:N 14"0X24"AXS 400 LT DUTY Hl AT DOC#:010805 w 042.58107574,-114.50178069 /m C 3+08/E 0+00 PLACE NEW ACCESS POINT ID:7100-019 L:171' 14"OX24"AXS 400 LT DUTY HH AT "'w�A"• W -� GR/GB:N/ISO:N DB(1)1.25" 042.58070172,-114.50064269 COT w CRESTVIEW DR �111� I ACCESS POINT ID:7100-018-1 GR/GB:N/ISO:N C�5 C13 U�{,�� •• I U h C 2+02 OPTITAP:20/80 C04 CO3 14 C 2+59/C 3+57 w t doom w C06 is W ( _ W _ ` a = C16 Lf) _ I CRESTVIEW DR ffl LO wO M8 r L:49' ~ DB(2)1.25" = Acoo C12 uE 0+09 uQ f' R/W Q 1 / a —U/E ZE O Q Q ETILSON L:259 T:(207)591-6427 F:(207)772-3427 Lu W DB(1 co nfo sfilsonfech.com REVISIONS 15'UTILITY EASEMENT>i GOLDEN EAGLE U DATE DESCRIPTION INITIAL LLC APARTMENTS TWIN FALLS COUNTY Q- DOC#:01080s 08/18/23 INITIAL SUBMISSION NV 3 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV CO3 OF C 16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 #C05 W WATER MAIN 11 SEWER - _ - • SD STORM DRAIN -E POWER LINE -3/n _ - IRRIGATION LINE /�� ELECTRIC HANDHOLE � IRRIGATION ACCESS +- DB 3/n lb V ELECTRIC VAULT _ �d ELECTRIC METER O A 16+84/D 0+87 v [I] ELECTRIC CABINET • C U � _- DB y®� ELECTRIC MANHOLE D 1+78 PLACE NEW m lipm L;87' _ U { LIGHT POLE 0 TRANSFORMER 14"OX24"AXS 400 TIER 8 HH AT DB(2)1.25" L•138 U O$ SEWER MANHOLE © GAS MANHOLE 042.58094031,-114.50419267 A 15+96/D 0+00 PLACE NEW DB(1)1.25" GAS VALVE ACCESS POINT ID:7100-023-1 ® SEWER VALVE ® GR/GB:N/ISO:N 3 14"0X24"AXS 400 LT DUTY HH AT A 14+58 PLACE NEW Ts TRAFFIC SIGNAL GAS METER 042.581 18569,-1 14.50384190 14"OX24"AXS 400 LT DUTY HH AT X ACCESS POINT ID:7100-023 042.58115805,-114.50332960 © COMM MANHOLE ® WATER VALVE _ GR/GB:N/ISO:N ACCESS POINT ID7100-022 25'UTILITY EASEMENT © COMM HANDHOLE HYDRANT L:91' GR/GB:N/ISO:N TWIN FALLS COUNTY ® COMM PEDESTAL WATER METER 3/n DOC#:010805 3/n DRAINAGE MANHOLE l m L�UTILITY POLE M a- 3/n CATCH BASIN CULVERT w -16'j.. ti w COT CRESTVIEW DR 0 _ M C15 C13 R/W _ CRESTVIEW DR 9ff OU R/W i 0 C04 CO3 14 R/W� � g r w C06 15 ui I • O M8 GOLDEN EAGLE = co C12 µ I Q LLC APARTMENTS u z O Q clo 1 i Q z "„ a I L Qf IO w w ETILSON T:(207(591-6427 F:(207)772-3427 I info@filsonfech.com REVISIONS I DATE DESCRIPTION INITIAL 08/18/23 INITIAL SUBMISSION NV 3 IRA BURTON RD — M/a SCALE W 3 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C04 OF C 16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 E STORM DRAIN- POWER LINE NI IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS -R/W- ELECTRIC METER Q ELECTRIC VAULT I ® R/W ELECTRIC MANHOLE [I] ELECTRIC CABINET C ' LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE I I 1 i ® SEWER VALVE ® GAS VALVE I TS TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT I ® COMM PEDESTAL WATER METER 15'UTILITY EASEMENT PLACE NEW TWIN FALLS COUNTY !�D DRAINAGE MANHOLE � UTILITY POLE ) 14"GX24"AXS 400 LT DUTY HH AT TP CATCH BASIN CULVERT DOC#:032609 042.58189413,-114.50328962 I ACCESS POINT ID:7100-016-3L7 I - GR/GB:N/ISO:N U OPTITAP:40/60 3: U/E col —U/E N O C 5 C13 U/E — � U/E I I -• - I OPTITAP:TERMINATING U/E C04 CO3 14 I I CE NEW I L:200'I PLA I TI 14"OX24"AXS 400 LT DUTY HH AT w C06 15 I 042.58191824,-114.50377846 15'UTILITY EASEMENT ui ACCESS POINT ID:7100-016-4 TWIN FALLS COUNTY GR/GB:N/ISO:N DOC#:010805 = C16 V O M8 3/n � w M/a IM�a M/a 3/n = co C12 M — W — 3/n U M/a C10 1 FRANK HENRY RD w W w — M/a Q 2: FRANK HENRY RD -w R/W —R/W r-R W DB —\ --R/W- _ U/E R/W _ \ o U/E U/E— A17+91 0f ETILSON A 19+23 EXISTING AXS 400 LT DUTY HH AT U/E 042.58149502,-1 14.50462131 I I � T:(207(591-6427 F:(207)772-3427 IF PLANNED STRUCTURE L:239' I I info@tllsontech.com (SEE DFN:TWINID_0898EA_16) DB(1)1.25" 1 IS NOT YET INSTALLED, REVISIONS CONTRACTOR WILL INSTALL STRUCTURE. I I s DATE DESCRIPTION INITIAL SEE DETAIL#7100-024 I 08/18/23 INITIAL SUBMISSION NV GR/GB:Y/ISO:N 15'UTILITY EASEMENT I I TWIN FALLS COUNTY I DOC#:010805 SCALE -411117 SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C05 OF C 16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 IY � = G rJ+Jr$ IRRIGATION LINE I ( ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS I \� I ELECTRIC METER Q ELECTRIC VAULT ~ I ® ELECTRIC MANHOLE ELECTRIC CABINET I I LIGHT POLE 0 TRANSFORMER OOS SEWER MANHOLE © GAS MANHOLE I ® SEWER VALVE ® GAS VALVE 3 C 6+16 PLACE NEW 2 TS G � 14"OX24"AXS 400 LT DUTY HH AT ❑ TRAFFIC SIGNAL GAS METER 042.58001950,-114.50103242 © COMM MANHOLE ® WATER VALVE I— ACCESS POINT ID:7100-018-2 © COMM HANDHOLE HYDRANT GOLDEN EAGLE I GR/GB:N/ISO:N ^J ® COMM PEDESTAL `l�l' WATER METER LLC APARTMENTS W O DRAINAGE MANHOLE C UTILITY POLE Z X 3 LLJ I 'M CATCH BASIN CULVERT m U 1 Q —16 4'. +p a 3 COT I � 3 -W \ h W 0f WLn u C15 C�3 I v U �A w L:286' rl C04 CO3 14 J DB(1)1.25" r F � 3 W LCON gR /w - W cos ,s F P I = Cls w } I Q o8 co c 12 µ 15'UTILITY EASEMENT _ TWIN FALLS COUNTY LU a \ DOC#:010805 - - L— CIO 1 I <' Y� 3 M/b M/J m 3/fl W W• � - ETILSON / MAGIC RD L:70' 15'UTILITY EASEMENT DB(1)1.25" TWIN FALLS COUNTY T:(207(591-6427 F:(207)772-3427 R/W DOC#:010805 info@filsonfech.com p! R/W REVISIONS U/E DATE I DESCRIPTION INITIAL 1111111=111111111m U/E 08/18/23 INITIAL SUBMISSION NV 15'UTILITY EASEMENT F 0+70 PLACE NEW = C 9+02/F 0+00 PLACE NEW / w 14"OX24"AXS 400 LT DUTY HH AT 1 Ft� TWIN FALLS COUNTY 1 14"OX24"AXS 400 LT DUTY HH AT / DOC#:010805 042ESS POINT -114.5013485.1 3 ACCESS POI ,-1 14.5G108970 — ACCESS POINT ID:7100-018-3.1 � ACCESS POINT ID:7100-018-3 � SCALE IE GR/GB:N/ISO:N \ GR/GB:Y/ISO:NIA SIZE B SHEET:1" 50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV I C06 OF C 16 0 NOTES: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. CG�L/� 02c Ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 #C06 W WATER MAIN 11 SEWER SD STORM DRAIN -E POWER LINE IRRIGATION LINE C /- - E] ELECTRIC HANDHOLE IRRIGATION ACCESS `^Pp\� ELECTRIC METER R I� I 1�1 I V ELECTRIC VAULT ELECTRIC MANHOLE [I] ELECTRIC CABINET 0 LIGHT POLE 0 TRANSFORMER I W 15'UTILITY EASEMENT OS SEWER MANHOLE © GAS MANHOLE 3 TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE DOC#:01 OBOS TS TRAFFIC SIGNAL GAS METER 1 3 © COMM MANHOLE ® WATER VALVE m C) © COMM HANDHOLE HYDRANT i. _ ® COMM PEDESTAL Q WATER METER W O DRAINAGE MANHOLE Cl_L�UTILITY POLE CATCH BASIN CULVERT I3 i,wL An I COT W m Lu L:279' CLII U DB(1)1.25" 20'UTILITY EASEMENT 1 TWIN FALLS COUNTY 5 C13 I w 3. DOC#:010805 r , W I C04 CO3 14 C 16+63 PLACE NEW I v� C 13+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT = 14"OX24"AXS 400 LT DUTY HH AT 042.57849511,-114.50204160 20'UTILITY EASEMENT I 042.57845363,-114.50069510 w C06 15 ACCESS POINT ID:7100-018-5 1 L:8' TWIN FALLS COUNTY o ACCESS POINT ID:7100-018-4 w GR/GB:N/ISO:N DB(2)1.25" DOC#:010805 GR/GB:N/ISO:N Z C16 e , 3/f1 Cl + ^ 55/C 16+71 - V I 3/n L:236' L:119' 3/n DB(1)1.25" _ - I DB(2)1.25" O �08 M/21 I I 3/n M/8 11 _ 3/n � LATERAL 38 �M/b— — DB � = Aco'o C12Q� � 1 L:162' 10111(1)1.25" C 1 1+81 /C 14+19 - W --- ETILSON M/a T:(207(591-6427 F:(207)772-3427 infoOfilsonfech.com M/N-----_(D R/W - _ REVISIONS _ 3/ 3/n C 17+72 �� � 3/n �R W -R/W- 08/lATE I 8/23 INITIAL SUBMISSION ON INITIAL / C 17+87 I Lu w I 3/fl / 15'UTILITY EASEMENT TWIN FALLS COUNTY c: SCALE DOC#:020414 N m 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C07 OF C 16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 #C07 W WATER MAIN 11 SEWER i• SD STORM DRAIN M —E POWER LINE IRRIGATION LINE C 18+33 PLACE NEW �i ELECTRIC HANDHOLE IRRIGATION ACCESS � � ❑ d' ((Fu V ELECTRIC VAULT LIX'OX24"AXS 400 LT DUTY HH AT bELECTRIC METER2.57805654,-114.50205739 I ® ELECTRIC MANHOLE ELECTRIC CABINET CCESS POINT ID:7100-018-6 W GR/GB:N/ISO:N � � LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER @ COMM�c • MANHOLE WATER VALVE L:107' I © COMM HANDHOLE HYDRANT DB(1)1.25" ® COMM PEDESTAL Q WATER METER / 15'UTILITY EASEMENT I W O DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY �� ® CATCH BASIN CULVERT DOC#:020414 F 3 n T-4 A, C 19+40 PLACE NEW 14"4dX24"AXS 400 LT DUTY HH AT 042.57776226,-1 14.50206046 C01 ACCESS POINT ID:7100-018-7 GR/GB:N/ISO:N C15 C13 hA U/E C04 CO3 14 I C06 15 L:100' DB(1)1.25" 15'UTILITY EASEMENT _ C16 TWIN FALLS COUNTY 12 w DOC#:020414 c 08 I LATERAL 38 C 20+40 PLACE NEW ::E N m 14"0X24"AXS 400 LT DUTY HH AT 042.57748779,-114.50206332 W I co C12 ACCESS POINT ID:7100-018-8 \ LLJ Mi GR/GB:N/ISO:N 3 I C10 1 N L:100' DB(1)1.25" C 21+40 PLACE NEW 14"0X24"AXS 400 LT DUTY HH AT III 042.57721411,-114.50206311 I I ACCESS POINT ID:7100-018-9 GR/GB:Y/ISO:N ETILSON �I I T:(207(591-6427 F:(2071 772-3427 C info@filsonfech.com IDB(1)1.25" m 3 REVISIONS 68 DATE DESCRIPTION INITIAL I C 21+ W� ` 08/18/23 INITIAL SUBMISSION NV 7 d SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C08 OF C 16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 -E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS C 22+31 PLACE NEW \� \ (� ELECTRIC METER If V ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC MANHOLE m ELECTRIC CABINET 042.57697530,-1 14.50197579 / y®� ACCESS POINT ID:7100-018-10 GR/GB:N LIGHT POLE TRANSFORMER /ISO:N G / w M \ OS SEWER MANHOLE © GAS MANHOLE \ _ ® SEWER VALVE ® GAS VALVE 15'UTILITY EASEMENT � S \ / TWIN FALLS COUNTY G TS TRAFFIC SIGNAL GAS METER DOC#:020414 l- 7j \ © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 15'UTILITY EASEMENT ^ L:100' �q TWIN FALLS COUNTY ® COMM PEDESTAL WATER METER DB(1)1.25" 7 DOC#:020414 O DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT C 23+31 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57672033,-114.50183378 U/E - ` ACCESS POINT ID:7100-018-11 L:38' \ \ U/E GR/GB:N/ISO:N DB(1)1.25" C 23+69 PLACE NEW M/2I�— C15 C13 14"OX24"AXS 400 LT DUTY HH AT 7✓ U 042.57662734,-1 14.50177157 ACCESS POINT ID:7100-018-12 \ I I C04 CO3 14 L:136 GR/GB:N/ISO:N DB(1)1136' 15 - W SUMMER MIST DR w C06 W R/W V C 24+64 �1 R/W 0 08 / 15'UTILITY EASEMENT U/E I u M TWIN FALLS COUNTY r = CO C12 DOC#:020414 I O I x,au = G 1+30 PLACE NEW I C 25+05 PLACE NEW I I 14"OJX24"AXS 400 LT DUTY HH AT d 14"OX24"AXS 400 LT DUTY HH AT r # 042.57626215,-114.50117300 C10 1 LATERAL 38 042.57634960,-114.50149436 I O I \ ACCESS POINT ID:7100-018-14.2 Q ACCESS POINT ID:7100-018-13 0 I �j GR/GB:N/ISO:N +w•w e 3 GR/GB: L:95' T DB(1)1.25" I 15'UTILITY EASEMENT l L:73' I TWIN FALLS COUNTY C 25+58 DB(1)1.25" DOC#ct :020414 L:5 ' ETILSON 7 DB(1)1.25" T:(207(591-6427 F:(207)772-3427 info@filsonfech.com C 26+00/G 0+00 PLACE NEW `t 14"OX24"AXS 400 LT DUTY HH AT -- REVISIONS 042.57609328,-114.50144390 G 0+73 PLACE NEW DATE I DESCRIPTION INITIAL ACCESS POINT ID:7100-018-14 - 14"OX24"AXS 400 LT DUTY HH AT 08/18/23 INITIAL SUBMISSION NV GR/GB:N/ISO:N 042.57610711,-114.50117300 ACCESS POINT ID:7100-018-14.1 GR/GB:N/ISO:N /w L:111' �\ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C09 OF C 16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 #C09 W WATER MAIN 11 SEWER SD STORM DRAIN -E POWER LINE H 0+92 PLACE NEW IRRIGATION LINE R/W C 26+73 L:63'\ 14"(nX24"AXS 400 LT DUTY HH AT E] ELECTRIC HANDHOLE E] IRRIGATION ACCESS 042.57582428,-1 14.50106024 ELECTRIC METER Q ELECTRIC VAULT 'DB(1)1.25" 3 41 ACCESS POINT ID:7100-018-15.1 ® ELECTRIC MANHOLE [1] ELECTRIC CABINET �7y - GR/GB:N/ISO:N - � LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE I ® SEWER VALVE ® GAS VALVE H 0+29' .1 TS TRAFFIC SIGNAL GAS METER \ L:29' © COMM MANHOLE ® WATER VALVE DB(2)1.25" I 15'UTILITY EASEMENT © COMM HANDHOLE HYDRANT I \ _ TWIN FALLS COUNTY ® COMM PEDESTAL WATER METER C 27+40/H 0+00 PLACE NEW DOC#:020414 14"OJX24"AXS 400 LT DUTY HH AT DRAINAGE MANHOLE ml L�UTILITY POLE 042.57573178,-1 14.50128796 I TT CATCH BASIN CULVERT ACCESS POINT ID:7100-018-15 r I GR/GB:N/ISO:N i L'98 " DB(1)1.25" DB(1)1.25" H 1+90 PLACE NEW F i--I C15 C13 C 28+40 PLACE NEW A 14"SdX24"AXS 400 LT DUTY HH AT \ 14"OX24"AXS 400 LT DUTY HH AT 042.57555429,-114.50105832 # C04 CO3 14 042.57545861,-1 14.50128162 I ACCESS POINT ID:7100-018-16 ACCESS POINT ID:7100 018-15.2 N y I GR/GB:N/KSO:N GR/GB:N/ISO: w C06 15 LI..I 15'UTILITY EASEMENT j \ 3/n O O8 MIN�� TWIN FALLS COUNTY DOC#:020414 C 28+74 \M/b 1-- CO C12 Ih Ibi ( L:78' U DB(1)1.25" _ \ C10 1 C 29+17 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT TWILIGHT LOOP �. 042.575271 10,-1 14.501 15300 ACCESS POINT ID:7100-018-17 W M/8 GR/GB:N/ISO:N' C 29+�52 DB(1)1.25" 14 17 ETILSON C 29+g6 PLACE NEW L;87' 14"(dX24"AXS 400 LT DUTY HH AT / DB(1)1,25" T:(207(591-6427 F:(207)772-3427 042.57517661,-1 14.50093331 info@tllsontech.com ACCESS POINT ID:7100-018-18 , C 30+73 PLACE NEW REVISIONS GR/GB:N/ISO:N 14'GX24'AXS 400 LT DUTY HH AT \ LATERAL 38 / / 042.57516772,-114.50061 154 DATE DESCRIPTION INITIAL ACCESS POINT ID:7100-018-19 I 08/18/23 INITIAL SUBMISSION NV F \ GR/GB:N/ISO:N SCALE U/E SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C10 OF C16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 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 12 -W WATER MAIN 11 SEWER 13F \ - SD STORM DRAIN C 35+27 PLACE NEW —E POWER LINE 14"OX24"AXS 400 LT DUTY HH AT IRRIGATION LINE J 2+05 PLACE NEW 042.57587471,-114.49996579 —_ ELECTRIC METER LE IRRIGATION ACCESS 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:7100-018-24 ((� V ELECTRIC VAULT ELECTRIC METER O r ELECTRIC MANHOLE m ELECTRIC CABINET 042.57583429,-1 14.50019695 GR/GB:N/ISO:N y®� ACCESS POINT ID:7100-018-23.2-- _ -' W LIGHT POLE 0 TRANSFORMER GR/GB:N/ISO:N - i OS SEWER MANHOLE © GAS MANHOLE 15'UTILITY EASEMENT O C TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE O m DOC#:020414 • • TS TRAFFIC SIGNAL GAS METER L:104' © COMM MANHOLE ® WATER VALVE L:108' 3 � DB(1)1.25" DB(1)1.25" © COMM HANDHOLE HYDRANT ® COMM PEDESTAL l�l WATER METER @ DRAINAGE UTIL TY 15'UTILITY EASEMENT ® CATCH BASINANHOLE CULVERT TWINTWIN FALLS COUNTY DOC#:020414 I ; C 34+23/J 0+00 PLACE NEW ; '-4 A, 14"OX24"AXS 400 LT DUTY HH AT nmA4 A.. 042.57559024,-114.49996973 col J 0+97 PLACE NEW c ACCESS POINT ID:7100-018-23 14"OX24"AXS 400 TIER 8 HH AT F\•1 GR/GB:N/ISO:N 042.57553827,-1 14.50019540 0 ACCESS POINT ID:7100-018-23.1 I — C15 C13 GR/GB:N/ISO:N U I w { u I L:31' 0 3 Th �\ DB(2)1.25" • • • ° I I �• C04 CO3 14 w L:66' I+i �C 33+92/J 0+31 C06 15 DB(1)1.25" w L:72' J 0+88 DB(1)1.25" _ C16 I , C 33+52 O / 3/n 4'OX20 PLACE 4'AXS 400 LTVDUTY HH AT 08 042.57531286,-1 14.49992823 M/2J ACCESS POINT ID:7100-018-22 �� CO C12 n u C 33+14 GR/GB:N/ISO:N M/8 �_ Q _ SPRING HOLLOW CT rwllAnw e 3 TWILIGHT LOOP C 32+93 w W C 32+79 W C W C 31+96 / L:66' -- / C 32+54 PLACE NEW �' R/�y / TILSON L:96' / 14"OX24"AXS 400 LT DUTY HH AT` DB(1)1.25" C32+36 042.57514818,-114.49998210 Pl T:(207(591-6427 F:(207)772-3427 C 32+15 ACCESS POINT ID:7100-018-21 info@tllsontech.com L'85' \R/GB:Y/ISO:N r 3 REVISIONS 15'UTILITY EASEMENT � DB(1)1.25" WET s DATE DESCRIPTION INITIAL TWIN FALLS COUNTY DOC#:020414 C 31+69 PLACE NEW \ 08/18/23 INITIAL SUBMISSION NV 14"OX24"AXS 400 TIER 8 HH AT 042.57516595,-1 14.50025572 \ ACCESS POINT ID:7100-018-20 _ it GR/GB:N/ISO:N — SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C11 OF C16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 3 IRRIGATION LINE c ^E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER O ELECTRIC VAULT d ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER Z] � OS SEWER MANHOLE © GAS MANHOLE 3 ® SEWER VALVE ® GAS VALVE L 2+17 PLACE NEW TS TRAFFIC SIGNAL GAS METER 14"OJX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.57661372,-114.50051050 COMM HANDHOLE HYDRANT ACCESS POINT ID:7100-018-27.2 I © GR/GB:N/ISO:N m ® COMM PEDESTAL Q WATER METER 15'UTILITY EASEMENT / O DRAINAGE MANHOLE l L�UTILITY POLE TWIN FALLS COUNTY 3/(N ® CATCH BASIN CULVERT L:217' DB(1)1.25" L 1+30 / I COT n 31� / C15 C13 U C04 CO3 14 Lu w — \ C06 15 w 2 W W— j C16 � �M O - - - � 08 r— (I U/E 0 3 l" U 1 = C 36+80/K 0+00 PLACE NEW # 4co'o C12 t � 14"OJX24"AXS 400 LT DUTY HH AT� 042.57629575,-114.49996993 /a Cii 1 K 0+75/L 0+00 PLACE NEW O Q ACCESS POINT ID:7100-018-26 W C 14"SdX24"AXS 400 TIER 8 HH AT I O GR/GB:N/ISO:N G 042.57625228,-114.50019270 I a ACCESS POINT ID:7100-018-27 512:1=11 } GR/GB:N/ISO:N N I I L.15 DB(2)1.25" L:50' rm C 36+65/K 0+15 l R/W R/w /w — DB(1)1.25" L:60' 15'UTILITY EASEMENT / I DB(1)1.25" L:35' TWIN FALLS COUNTY ETILSON IS UTILITY EASEMENT DB(1)1.25" DOC#:020414 TWIN FALLS COUNTY w 3 DOC#:0 ry ' T(p7i C 36+30 PLACE NEW nfo@f 1 2 3427 isonfech com 14"OX24"AXS 400 LT DUTY HH AT I I m 042.57615846,-114.49997140 r REVISIONS ACCESS POINT ID:7100-018-25 "" DATE I DESCRIPTION INITIAL K 1+26 PLACE NEW I' GR/GB:N/ISO:N I 08/18/23 INITIAL SUBMISSION NV 14"OX24"AXS 400 TIER 8 HH AT L:103' 042.57611402,-114.50019130 DB(1)1.25" ACCESS POINT ID:7100-018-27.1 - SCALE GR/GB:N/ISO:N 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C l l SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C12 OF C16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 ITI l�l/a I I ELECTRIC METER Q ELECTRIC VAULT ! L I ® ELECTRIC MANHOLE m ELECTRIC CABINET - i - _ LIGHT POLE 0 TRANSFORMER IN Tl A _ MOSSVIEW AVE OO SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE W qr TS TRAFFIC SIGNAL GAS METER R/W R/W =_ © COMM MANHOLE ® WATER VALVE u / © COMM HANDHOLE HYDRANT 3/f1 \ j ® COMM PEDESTAL WATER METER Of I O DRAINAGE MANHOLE 0 UTILITY POLE 7T1 CATCH BASIN CULVERT 3 CO1 N I z 1I a C15 3 U I LI O j C04 CO3 14 L 0 r 15'UTILITY EASEMENT w TWIN FALLS COUNTY D C06 15 I.I_I DOC#:032073 U/E I C16 08 E OPTITAP:20/80 - • -OPTITAP:30/70` 71 Aco'o C12 U 200' �1 Q B 2+08 PLACE NEW z 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW 042.58174405,-114.50044009 14"OX24"AXS 400 LT DUTY HH AT I A M.ri��w E ACCESS POINT ID:7100-017-1 042.58172198,-114.49997507 GR/GB:N/ISO:N ACCESS POINT ID:7100-017-2 GR/GB:N/ISO:N IS UTILITY EASEMENT m 3 TWIN FALLS COUNTY / DOC#:010805 3 ETILSON M/a T:(207(591-6427 F:(207)772-3427 _ info@filsonfech.com REVISIONS SHADOWLEAF AVE DATE I DESCRIPTION INITIAL 08/18/23 INITIAL SUBMISSION NV W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C13 OF C16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 13 -W WATER MAIN 11 SEWER T -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 OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TS TRAFFIC SIGNAL GAS METER CC-) © COMM MANHOLE ® WATER VALVE - © COMM HANDHOLE HYDRANT A � ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ' M/8 ® CATCH BASIN CULVERT • �t �. ... 7n4 A, 15'UTILITY EASEMENT E 0+87 PLACE NEW Bm.ti4. TWIN FALLS COUNTY E 1+95 PLACE NE4. RIDGEWAY DR COl DOC#:010805 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT Tn 042.58068134,-1 14.50035945 58067013,-1 14.49999633 I • 042. d M ACCESS POINT ID:7100-018-1-1 ACCESS POINT ID:7100-018-1-2 — W W C15 C13 L O I I, GR/GB:N/ISO:N GR/GB:N/ISO:N W I �— R/W _ �I.11 - C04 CO3 14 I /L: a \ 8T L:109' OPTITAP:30/70 \ w DB(1)1.25" DB(1)1.25" L:85' \ C06 15 W DB(1)1.25" I 3/D —� L:200" L:400' E 3+41 3 C16 08 Wes__ Aco'o c12 E 0+94 INµ' U CRESTVIEW DR E 2+05 E 2+70 W I QE 0+80 � i S 1 R/W E 1+86 �..w �R/W o - e U/E 77 E 2+81 PLACE NEW l m UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT � 00 TWIN FALLS COUNTY I O 042.58065885,-1 14.49972809 � DOC#:010805 ACCESS POINT ID:7100-018-1-3 T I L S O N GR/GB:N/ISO:N O 77 T:(207(591-6427 F:(207)772-3427 L:265' C r info@filsonfech.com DB(1)1.25" m I \\ OO REVISIONS '? � DATE I DESCRIPTION INITIAL 08/18/23 INITIAL SUBMISSION NV 20'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:01080. 0 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C14 OF C16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 S H E ET #C 14 -W WATER MAIN 11 SEWER SD STORM DRAIN -E POWER LINE I IRRIGATION LINE i E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT 0PTITAP:40/60 I ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER E 5+46 PLACE NEW y OS SEWER MANHOLE © GAS MANHOLE 14"PX24"AXS 400 LT DUTY HH AT � 042.58008632,-1 14.49951 102 T\Tl ® SEWER VALVE ® GAS VALVE ACCESS POINT ID:7100-018-1-4 %0 TS TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N S r I -_ © COMM MANHOLE ® WATER VALVE w - © COMM HANDHOLE HYDRANT I ® COMM PEDESTAL Q WATER METER O O DRAINAGE MANHOLE 0 UTILITY POLE L:11 O' Ile �� ?i ® CATCH BASIN CULVERT DB(1)1.25" I of t T-4 A,. I \ W,N n u4 An J • 3 COT 0 1 p o I of U E 6+56 PLACE NEW m 14"OX24"AXS 400 LT DUTY HH AT I Z C04 CO3 14 042.57978455,-114.49950731 — Do ACCESS POINT ID:7100-018-1-5 rn O w GR/GB:N/ISO:N \jE O I C06 1S w 7C 20'UTILITY EASEMENT 0C16 (f TWIN FALLS COUNTY O DOC#:010805 � 08 DB(1)125" o Ac'o cT2 µ } 1 � rwll An w _ m I 3/n I —M/ate _ _ w nn/a ETILSON T:(207(591-6427 F:(207)772-3427 \ info@filsonfech.com IN — I REVISIONS R/W o DATE I DESCRIPTION INITIAL E R/yy 08/18/23 INITIAL SUBMISSION NV U/E 20'UTILITY EASEMENT U/E ?� �' TWIN FALLS COUNTY SCALE DOC#:010805 , SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C15 OF C16 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_13 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 #C15 W WATER MAIN 11 SEWER -" SD STORM DRAIN -E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS I ELECTRIC METER Q ELECTRIC VAULT y®� ELECTRIC MANHOLE m ELECTRIC CABINET 20'UTILITY EASEMENT C ORO LIGHT POLE 0 TRANSFORMER TWIN FALLS COUNTY m I O SEWER MANHOLE © GAS MANHOLE DOC#:010805 _ I ® SEWER VALVE (� GAS VALVE TRAFFIC SIGNAL GAS METER I - Yry © COMM MANHOLE p(l�y) WATER VALVE HYDRANT COMM 'I ® COMM PED HANDHOLE ^ WATER METER C GV^7U I � O DRAINAGE MANHOLE C UTILITY POLE CATCH BASIN CULVERT OPTITAP:TERMINATING j '"""• dw4 4n E 9+91 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT COT 042.57886473,-1 14.49949061 ACCESS POINT ID:7100-018-1-6 C GR/GB:N/ISO:N I op , M/MINC15 "` C13 U Ab i C04 CO3 14 m KENBROOK LOOP, 3 1 L u w_ C06 15 Lu IR/W C16 08 3/n / co c12 U 3/n MI clo 1 MIN MIN m\ m —W w w -� -M/Ni ETILSON W T:(207(591-6427 F:(207)772-3427 0 info@filsonfech.com REVISIONS w DATE DESCRIPTION INITIAL W W W 08/18/23 INITIAL SUBMISSION NV R/W--- R/W—� _ � .IIIIIIIIIIIIIIIIII _ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C16 OF C16 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 13 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 I—III—III—I �I I�I—I I�1TfT 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 II=IIMlII REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I—I 11�=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=1I I—I I I—I I1=I I I�I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL I; =III=III Ell-1I1 I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W 11—I 1 ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED 1 I —1I 1=I 1I i &FIBER OPTIC CABLE 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 11--1 11--TI�I, 1 1 I—_ I 1 I- 1 �I—�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—I�1=1 11= T I L S O N �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—I�I—III—II-1I1�1I-1��I�1 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=1I1=I I I—I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL II—III—III—I1 08/18/23 INITIAL SUBMISSION NV IIEIII�II- ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. [FILE NAME:TDS TWINID 0898EA 13 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898EA 13 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 060.00 DETAIL A SCALE 1 : 1 LSON T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com TM DRAVWdG AND IIMCOPYROGHT DRAWN:A Du Tod IDeaMirlp140 1 TFtEREJP n THE PROPP IYOf lVAA ATJD _ 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 8E D(SCLOSED TO ANY THIRD08/t8/23 INITIAL SUBMISSION NV M4A-A XS-400R-ASSY-TD$ PARTIES WTHOL„wRrT-e1 COt68rt- DATE: 14/10/2020 NW8-OLESW91CA SCALE(A3): 1:6 2o1SIW106/07 EVERfTE FACTORY PROMS.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 0898EA 13 DIGUM, AXS 400 H H DETAIL �. . .. Dig Line,Inc. 811 or 800-342-158S TOP VIEW TWINID 0898EA 13 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A 0 e -- ----- O 0 450-00 RIGHT VIEW: 1 m I 56� 03 c a TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A infoOtlsenlech.com 'ra oQAWAING ANC Tr1E COPVROGW DRAWN: A Du Tolt "HEREOF 6TMPQOPPEA Y OF MaA Am M4A-AXS-40OR-ASSY REVISIONS 0 4 38 MAT NOT SE COOm WHOUT 00 14 DATE DESCRIPTION INITIAL PART.AMID"CO"m MAY CHECKED: O.ewoq rae. 08/18/23 INITIAL SUBMISSION NV NOT K 06CLOSED TO"'Y TrM IN4A-AXS-400R-ASSY PARR wrR$O -WVQ rEr:CONSEINT. DATE: 17/08/2020 IIAAN1101.B4AFRICA SCALE(A3): 1:6 201512WI06M7 EVER"FACTORY PRSA-4A5.HEOMMRG SCALE ROAD IRSM,%.[LONWER 1871 SIZE B SHEET: NTS PO BOX 672 KLOR1VER 1871 MOVAAL,GAUBJG "4j SIZE D SHEET: NTS TEL-+27 11 900 7= SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898EA 13 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898EA 13 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 2T.89 A I —TILL_L� 20.79 19.69 20.79 , T I L S O N MQ On a Mission T: (207)591-6427 F: (207)772-3427 ?.99 TMaoRAVIIIIIIIIIiGA1+o THE OOPYRIGtrr DRAWN: A Du Torf °iO�"ANO" InPoOtIsontech.com TMRI50F IS TIV PROPPEI Y OF MaA A74D M4A-AXS-500R-ASSY MAY IXl 5E COPol>V%"Ol1Y OR it 1 REVISIONS PART.AI4D THE Care rS n*WEOf MAY CHECKED: Drawing Tale DATE DESCRIPTION INITIAL All 1-11 NK7T 6E DISCLOSED To Arn TFu?D 5p0R AM p-I,e,MgER REV001 08/18/23 INITIAL SUBMISSION NV PAVIESWr)louT1NRrTE�ICacsEW- DATE: 12/06/2020 - II SECTION A-A SCAL�A3�.1.7 A T 201srsaolosro� �L =u EVEIRITE FACTORY PR9WSS,M®E15ERCi . (b 21.89 — ROAD(R550).KUPRWER 1871 SCALE Po5ox 672 KUPRIVER 1571 SIZE B SHEET: NTS MDVAAL,GAL'"91G �J — -U:. 11 y03 7U23 y NETWORKS SIZE D SHEET: NTS MOML 911fo111111"WaA m SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 13 AXS 900 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 0993 0610 0898 r- 0558 SE C T10N A_A TWINID 0898EA 13 —o I — —� — TWIN FALLS,ID E KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL �--�+ DEEP MEDIUM DUTY ICT ACCESS POINT. — Ap I MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS, FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO. 0070—CIV-002—ASS — ALL OTHER DIMENSIONS AND MATERIAL Y — SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND 3D PART FILES. I CAD FILE REFERENCE C057—CIV-002—ASS. cp CP qmpqw v I I CONFORMS TO THE MEDIUM DUTY (MD) REOUIREN_NT OF 4C kN ACCORDING TO SANS 1882 2003 m \ N m o ko k k o 80 30—j 0971 ' T SLACK o� BRACKETS - f 050 DRAINAGE T I L S O N KNOCKOUT On a Mission T: (207)591-6427 F: (207)772-3427 InfoOttlsontech.com I DOME CLOSURE REVISIONS BRACKETS a DATE DESCRIPTION INITIAL j 08/18/23 INITIAL SUBMISSION NV © DRAVYIt K H SCHMITT 900 R MD • � CivllworkS grct,I- CHECKED: RE ESS 5 DEEP J 900 MM DIA x 900 MM DEEP, FOR ID TAG DATE 2018-M12 MEDIUM DUTY ICT ACCESS SCALE GMKYJP P.0-BOX M KLIPIYER 1871 SCALE: PONT SIZE B SHEET: NTS EVEFM PP£S FACTORY PREMISES srsa•►4IOEieetORON3 IaX>FUVEt SIZE D SHEET: NTS . AF A t ZR►*Vtll-NC TMt 00►M10W T�f%6 TTE MC"AT''Ci VAL WORK& SECTION B—B T0.0119037SOMO4W3, u+aWAY*WKt0P*0w'aLYCta►.ltt,A.%OT,tonntMTsrPCft0FWAT SHEET D050FD16 EMAIL hsha[ OOa NOT� 0llC A/E0 T0AW TMM "AT&S W-MC OLP*LTTEH:OitsfMT VIEBsrTE My.&Wdb owum.com FILE NAME:TDS TWINID 0898EA 13 CHARLES 101 - 81IXT PEDESTAL DIG -: Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 13 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 ? . 5 INSIDE .•s 7. 5 ' ' PADLOCK INSIDE °• HASP � � s LI .I D I 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 08/18/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET: NTS Iwiles. ��>� SIZE ORATING !14. ISS. SIZE DSHEET: NTS ,�, �' '� A I Q I H O 1 I - I I Q Q 0 P REV. SHEET D06 OF D16 THIS IS TIE'*YEIT-OF CXalF3 IN:USTII E7 LTD. uD SNIII 101 6E S[llF .181 UO I101 Nll 01 I-I1000'NP SNIIT I Of 1 IEMDIUCED. CRIE1 a 73F0 I.A°r M.■p IETII.E°T.l TO THFII IITEOTS FILE NAME:TDS TWINID 0898EA 13 CHARLES 104 - 121IX1 1 " PEDESTALS DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898EA 13 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r- 4 I 1 . 25 INSIDE _= LOCKING- _ HASP I I I I 22 , 00 I 38 . 08 I I 10 , 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOttleontech.com I I REVISIONS DATE DESCRIPTION INITIAL I 08/18/23 INITIAL SUBMISSION NV I 21 , 37 SCALE . 150 I SCALE SIZE B SHEET: NTS lWhatks. z ..a. SE oa,�wltiG Ho. 'SS. SIZE DSHEET: NTS B 10 4 H 0 I I - I I O O O W P �E SHEET D07 OF D16 TNIs 11 TIE Pne[471 Cr CINPLES Iswb'T11Et LTo 110 1N-LL -CT eI ut FILL lwt .E;w0,CEe, Coolie 0P u1Ee 1..r,r!PKF DITLI�EMT�I TO THEIR I�iNEiTt. X�LI IZS IOIH01 I-1I0000 SHEET FILE NAME:TDS TWINID 0898EA 13 TFSD-301 TYPICAL TRENCH .-- DIG- ". Dig Line, Inc. 2 14 TWINID_0898EA_13 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 0 p ° 0 e SUBGRADE OR Jp o NATURAL GROUND 1 1 \O�0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° i o° PROPER SHORING 0 /T\� \ OR LESS THAN 5' Dp j/�\ L E G E N D °0 ,O° %\ 6 O1 CUT BACK, 12" MINIMUM. 12 p O /� O2 SURFACE REPAIR WIDTH, 6' MINIMUM. O ,O p 0 \ \ O3 EXISTING SURFACE. F C ° w w o \\ Op 13 xC \ EXISTING BASE. V) O O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w a �\ o O 75 00°\ 7 © TRENCH BACKFILL PER SECTION-306. oi Op°0 00° 0_0 vo° 0 O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww � a°>°° 16 6" MIN. \� a L4 \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH // STABILITY (PER SECTION-304). ZE d \ SIDE O ° \�\ j a UNDISTURBED SOIL (TYP). jV `, NOTE B � 11 NEW PAVEMENT AND BASE. \\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10 OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 77 REVISIONS SECTION 307). 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 17 ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON 0 TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFILL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. oaiiaizs INITIAL SUBMISSION NV 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TDS TWINID 0898EA 13 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. 9 13 9 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 TWINID_0898EA_13 0 TWIN FALLS,ID EXISTING ASPHALT EXISTING 7 10 MATERIAL DESCRIPTION QTY ACTUAL 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 11 6 5 EXISTING 0— OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" O I EXI STIN G PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE (MIN.) UNLESS A GRAT R DEP HS OTH OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDHS ARE O MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL RI ON EACH SIDE TO EXPOSE EXISTING FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF B. INSTALL NEW ASPHALT TO GRADE FABRIC. CONCRETE PAVEMENT. C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O9 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 08/18/23 INITIAL SUBMISSION NV PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS OF NO. TFSD- 3 0 3 SIZE D SHEET: NTS TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TDS TWINID 0898EA 13 SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc. 811 or 800-342-1585 W/2 W/2 TWINID 0898EA 13 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. W/2 W/2 3 4 TYPE 2 N.TS. W/2 W/2 0 0 Ll NOTES: TYPE 3 O CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2X CROWN ON ALL ROAD TYPES. LEGEN D IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. (D NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8- MIN. OF 3/4- MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95%DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 R (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE O PLACE 10" OF 6' MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED, THE FLOW LINE OF THE DRY DENSITY. DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATEBASE COURSE Q PLACE 3' OF 3/4" ROADMIX GRAVEL. 70 ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 08/18/23 INITIAL SUBMISSION NV APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY. IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCTION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898EA 13 TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898EA 13 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 G 0: Q.. d O Gd 8 4 EXISTING CITY UTILITY LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF OA USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 08/18/23 INITIAL SUBMISSION NV ®UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TDS TWINID 0898EA 13 SD-307 BORING AND JACKING DETAILS DIG -: Dig Line,Inc. 811 or 800-342-1585 4 TWINID 0898EA 13 1 �n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 18, 24" D SKID DETAIL LEGEND N T �1 SKID CUT TO FIT. O2 CARRIER PIPE. Q 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE. 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8- MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL OUTSIDE PIPE BELL. 2 5 @ 2" X 0.050" STAINLESS STEEL STRAPPING. 4" O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O7 ANNULAR SPACE FILLED WITH SAND, GROUT, 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. le 3 NOTES: 1" MIN. CLEARANCE O IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission 0 SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 tnPoOttlsontec.co SEC11ON A-A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m N.T.S. THE LINE AND GRADE AVOIDANCE OF CARRIER PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 08/18/23 INITIAL SUBMISSION NV 0; IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR I CONSTRUCTION DETAILS NO SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 13 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898EA_13 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 f% 2 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. O4 3/4" TYPE I CRUSHED AGGREGATE BASE. OS SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L 5 0 .k OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 08/I8/23 INITIAL SUBMISSION NV © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 2018 APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898EA 13 DIGUOIE. TFSD-802 TYPICAL RURAL STREET SECTION . �- Dig Line,Inc. 811 or 800-342-158S STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWINID_0898EA_13 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S 3 e SL E S f N P\E �I 3 , I� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT k BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O HMA PLANT MIX PAVEMENT SURFACE COURSE. 0 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT-OF-WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND I L 5 0 N TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. FO STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT 08i18/23 NInALSUBMISSION NV DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. HO BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NITS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898EA 13 DIG�tOE. TFSD-803 TYPICAL PAVED ALLEY SECTION . �- Dig Line,Inc. 811 or 800-342-158S R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5" A 7 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID_0898EA_13 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION oTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 880 8 ooga000a000ao0oa000ao 800 8 08 a 8 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 28" THICK CONCRETE 2% RIBBON CURB pU O O O *"' 4" OF 3/4" MINUS O _�?�^O �? _RO° � 0 Qoac Qo CRUSHED GRAVEL a v v V v (V�/ }v'� vf . HALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH 2 F/L 3" BELO OWN AND EDGE 1 2 LEGEND TYPE IV-NEW ALLEYS O HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. ' L 5 0 N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. T: (207) 591-6427 F: (207) 772-3427 NOTES: info®tilsontech.com OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS OB ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT-OF-WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 08/18/23 INITIAL SUBMISSION NV MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. Q SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FDl6 FILE NAME:TDS TWINID 0898EA 13 TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898EA_13 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 09 OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL—DE—SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] DATE DESCRIPTION INITIAL 08/18/23 INITIAL SUBMISSION NV TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT& BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898EA 13