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Home My WebLink AboutTWINID_0898GA_02_REV1 DFN NAME : TWINID 0898GA 02 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID - ��, ,� - _ �" sal Is•Ave•E '= -� __ . � '! Fal Isrve' ' � :.._ �- _ - � .� �� 93 ■ �{''�„ ,: - _ .� - ' � ` '. . -' '�-• � . . - 1 .. -: Falls Ave _ alls Ave E " Z r �?' z� . :•. : o c a ' • San lar e e rri 4 i` NODE GA ( ,� Rda Dr Rancho Vista 7r x "` f o - r. DE HA - Caswell Ave -. • � � - : , _ - -- .Stadium Blvd �• . � '� 1 , �. _ .,,Grant Ave ..,,, aS r �� i ' �r � - , - - _ •I - --, - . �. �.�,1 ! r - � = AO: tom. /..� t � � � 9 • t . fl9 .41P v � •a ;i r jam• F � - f�e�� i.� � sr `! �� j` O � � � � �� .9�� +�► .•1 Q` - � � •S. �= 'Atr. j �r ', v� � �Sho,�p n � -.t/'1 � _ � b, :" 'O �-� I ; . .. � t. .• ,� c �D .�, 30° � - - t � �, � cent M � -- .- - ►�, �'_► � � ,•t � �: -? � '" '� ►• . � �. ate• o .. `�Fi{er eve ��. �::. E �_ � - - Filer �� F� � - - `�. t: , .r� .► •� •_ .P ,� - m .Q� �__.1 TDS r•. DIGILline _ . . Line, Inc. 'V , r811 or 800-342-1585 VeE + . -wFai l j k.v.e t " .is ' • , r +V . MATERIAL DESCRIPTION QTY ACTUAL v r El o more lk /IL _ ! �� • ��; 'tea Rancfi'o Vista DrdO Ce ' • (' • i u a,S Dr der Dr to oT << A2, u , co �.Ia Way t r 'LZ *• J • 4. • c r ap •.:O TD� o r t ► r. -� A ' 1 1TILSON • • �. V ADo -- - - _Fi l�r Ave E to A - R /'� • `- • • ? r Rusty ClCt � �II 1�� 100-Tom ® ®_ PERMIT01 JURISDICTION: ♦ , i NEW UNDERGROUND SHEETS: C01 -C24 SHEET A02 OF FILE NAME: • ,..• DIGUf IC Call Beloie You D/g! TABLE OF CONTENTS Dig Line,Inc. 811 or 800-342-1SBS DWG NO. SHEET NAME T W I N I D_0898GA_02 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 . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . COI-C24 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D03 AXS 400 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D04 AXS 500 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 12/30,2P INITIAL SUBMISSION RNC . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1 REV 1 PF E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ---- ---- . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . -- E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� E08 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TWINID 0898GA 02 DIGufIC Call Before You Dig! CONTACT SHEET Dig Line,Inc. 811 or 800-342-1SBS ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 02 TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334 (OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 ' Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com Joshua Camacho Network Specialist l-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 08/01/23 REV 1 PF 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 B01 OF B03 FILE NAME:TWINID 0898GA 02 DIGWIC Call Before You Dig! GENERAL NOTES Dig Line,Inc. 811 or 800-342-1SBS 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 12/30/22 TWINID 0898GA 02 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. SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - ADDED CANAL AND RE-ROUTE 08/04/23 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING TO AVOID CANAL CROSSSINGS 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 2/30/22 INITIAL SUBMISSION RNC 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 08/01/23 REV t PF THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH --- WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT - - LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TWINID 0898GA 02 SYMBOLS KEY DIGUM Call Before You Dig! EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONDUITSCHEDULE Bll or 800-342-1SBS EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT z 11 z z z z z z z DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT U/E U/E 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 CIL DIRECTIONAL BORE CONDUIT —DB —DB DB(1)1.25'' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT ADD —Im DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898GA 02 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1 F DROP FIBER DB ne DB(3)1.25" DIRECTIONAL BORE (3)1.25' TWIN FALLS,ID - - � � EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —Ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —sD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER CENTERLINE —CA —C/L PROPOSED HH RIGHT-OF-WAY —R/w — — —R/w — — ELECTRICAL MANHOLE(EMH) ^ EDGE OF PAVEMENT FOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L— — F/L—O—F/L—F/L—O— TRANSFORMER(TRA) I I GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL 68G B8G WATER VALVE(WV) C12 TERMINAL 0 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) lJ CAPPED CONDUIT S SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 tnPoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD 08/01/23 REV 1 PF GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE _ UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TWINID 0898GA 02 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo••o••ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C5 GAS LINE W WATER MAIN IS SEWER f L:64' L:86' \ —SD— STORM DRAIN DB 2 L:64'25" DB 1 1' _ E POWER LINE ( ) L:2S' ( ) ' E] ELECTRIC HANDHOLE O ELECTRIC VAULT DB 1 1" B 1+66 PLACE NEW 2 PIPES ( ) ELECTRIC METER m ELECTRIC CABINET 14"OX24"AXS 400 TIER 8 HH AT B 2+30 PLACE NEW D 2+93 PLACE NEW (E) ELECTRIC MANHOLE 042.57497729,-1 14.45059695 14'OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT TRANSFORMER ACCESS POINT ID:#1000-001 042.57501679,-114.45041188 042.57498173,-114.44964745 LIGHT POLE GR/GB:N/ISO:N ACCESS POINT ID:#1000-002 ACCESS POINT ID:1000-003-3 O SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE B 2+15 D 3+39 ❑TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 1771 ® COMM PEDESTAL `l�l' WATER METER • QD DRAINAGE MANHOLE Cl_L>UTILITY POLE • L:176 ® CATCH BASIN >—<CULVERT DB(1)1.25" i SAWTOOTH D 3+90 ELEMENTARY L:151' / / I D SCHOOL * DB(2)1.25" I D 4+69 PLACE NEW 3 F AVe E 14"OX24"AXS 400 LT DUTY HH AT 4+42 / / L:15' 042.57455312,-1 14.44992640 a sa rlve ACCESS POINT CO6 1 C22 A 0+00/B 0+00/C 0+00 E NEW DB(4)1.25" G T 1[ Y ID:100/ISO:Y / D 14"OX24"AXS 900 HH AT 042.57456382,-1 14.45064598 3 3 n C0j Cr C1 C20 ACCESS POINT ID:#1000-000 GR/GB:Y/ISO:Y CO Cll 18 ' f O 16'xl 6'TDS EASEMENT ^ C14 CO 04 V/ O L:76' L:159' rn C08 .10xC1 13 5 DB(1)1.25" M y = A 0+15 L:219' . C09 �1 C15 C 5 10'UTILITY EASEMENT 1 C10 T C16 C17_ D 5+45 PLACE NEW TWIN FALLS COUNTY F" 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000441856 I--� 042.57434474,-1 14.44992506 ACCESS POINT ID:1000-003-4.1 PREPARED FOR: GR/GB:Y/ISO:Y ' ETILSON T:I207i fo@til27 F:ch.c 772-3427 info@tilsontech.com REVISIONS _ DATE I DESCRIPTION INITIAL a M/8 M/b _ 12/30/22 INITIAL SUBMISSION RNC now 08/01/23 REV 1 PF lvcl Stadium Blvd SCALE _ SIZE B SHEET:1"=50' Z:)# IIIHS Ol HDIVd SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C01 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C1 GAS LINE W WATER MAIN W W IS SEWER SD STORM DRAIN BLVD E POWER LINE ELECTRIC HANDHOLE O ELECTRIC VAULT f RAW RAW R/W - R N DB R/ ELECTRIC METER m ELECTRIC CABINET 2 PIPES - A 2+99 ELECTRIC MANHOLE A 2+34 TRANSFORMER L:366' LIGHT POLE LLLJJJ DB(1)1.25" I OS A 2+89 C 2+89 SEWER MANHOLE © GAS MANHOLE / � ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT G 0+00 PLACE NEW ® COMM PEDESTAL WATER METER 14"OX24"AXS 400 TIER 8 HH AT QD DRAINAGE MANHOLE �)UTILITY POLE 042.57375034,-1 14.44991587 ® CATCH BASIN �<CULVERT REV 1 ACCESS POINT ID:#3000-001-15.2 MOVED CONDUIT TO WEST GR/GB:Y/ISO:Y SIDE OF MADRONA ST N TO 3 AVOID CANAL _—FaWAve E San L C06 t Ve C22 o D C(�j cl C20 l "dcla Ur tas 2 DB(t)1.25�: " 1 CO Cll 18 O CO2 EcTol 04 ^ O 2 C08 ;Cq 13 5 -I�I IT > 111 y C G 1+48 PLACE NEW C09 �l C15 14"OX24"AXS 400 TIER 8 HH AT 5 042.57334394,-1 14.44991520 ACCESS POINT ID:#3000-001-15.1 c i�vel C17_ GR/GB:N/ISO:N W o PREPARED FOR: ETILSON T:1207i fo@til27 F:ch.c 772-3427 L:150' info@tilsontech.com — DB(1)1.25" REVISIONS \ DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC L:873, 08/01/23 REV 1 PF D B(1)1.25" ---- ---- ---- o SCALE SIZE B SHEET:1"=50' 8D# 1IIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO2 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #Cll GAS LINE W WATER MAIN - - IS SEWER Q SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT /L)B 3 _ R/W fC%W _ ELECTRIC METER m ELECTRIC CABINET 1Y ELECTRIC MANHOLE A 5+99 PLACE NEW ® TRANSFORMER 14"OX24"AXS 400 LT DUTY HH AT A 9+27 PLACE NEW L:197' i A 1 1+25 PLACE NEW GHT POLE LLLJJJ I 042.57397971,-114.44927244 14"OX24"AXS 400 LT DUTY HH AT DB ) 1 1.25" 14' � ( X24"AXS 400 LT QS SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:3000-001 L 328 I 042.57398168,-114.44805471 DUTY HH AT GR/GB:N/ISO:N DB(1)1.25" I ACCESS POINT ID:3000-002 = 042.57397607, ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:N -1 14.44732236 TRAFFIC SIGNAL GAS METER ACCESS POINT ID: L:100' OPTITAP:10/90 L:100' REV 1 3000 002 1/2 I� © COMM MANHOLE ® WATER VALVE I I I GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT ' I PLACE NEW OPTITAP:10/90 I T ADDED HH ® COMM PEDESTAL `l91' WATER METER -- (— 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW QD DRAINAGE MANHOLE �)UTILITY POLE 042.57374343,-1 14.44926280 I 14"OX24"AXS 400 LT DUTY HH AT ® CATCH BASIN �<CULVERT ACCESS POINT ID:3000-001-1 I 042.57373462,-114.44805510 GR/GB:N/ISO:N ACCESS POINT ID:3000-002-1 GR/GB:N/ISO:N F Ave E (�J 10'UTILITY EASEMENT I I C06 1 C22 U I TWIN FALLS COUNTY PLACE NE 14"OX24"AXS 400 O DUTY HH AT DOC#:0000441857 042.57351037,-1 14.44732726 T C Cl C20 1 ACCESS POINT ID:3000-002-15.1 ^ 1 C� I OPTITAP:10/90 L:100' GR/GB:Y/ISO:Y l , w 10'UTILITY EASEMENT TWIN FALLS COUNTY PLACE NEW CO Cl l 18 ' w L:200' DOC#:0000441857 14"OX24"AXS 400 LT DUTY HH AT (n I ACCE S47793,POINT 11D:3000 0 252 11 L-39 LATERAL O Coe Co 04 T GR/GB:N/ISO:N F, O I OPTITAP:10/90 I t E = C08 .10xC12 13 5 PLACE NEW m e 14"OX24"AXS 400 LT DUTY HH AT m v 3 I w �1 042.57334839,-1 14.44926540 L:167' REV 1 C09 C15� U DB(1)1" MOVED HH SOUTH -I 5 QGR/GBSN/O SO:N3000-001-2 \ 3. _ TO AVOID CANAL a DB(1)1.25" TH C10`v C16 C17_ 0 OPTITAP:TERMINATING _ REV 1 W I - ADDED CONDUIT H 0+87 PLACE NEW -- PREPARED FOR: MOVED HH NORTH 14"OX24"AXS 400 LT DUTY HH AT 042.57327291,-114.44732419 ACCESS POINT ID:3000-002-15 I GR/GB:N/ISO:N L750 ETILSON I ��J.1 T:(207i fo@til27 F:ch.c 772-3427 1 OPTITAP:10/90 info@tilsontech.com PLACE NEW L:200' REVISIONS w 14"OX24"AXS 400 LT DUTY HH AT w DATE DESCRIPTION INITIAL 042.57301959,-114.44804700 12/30/221 INITIAL SUBMISSION RNC 3 ACCESS POINT ID:3000-002-3 I 08/01/231 REV 1 PF GR/GB:N/ISO:N DB(1)1.25" ---- ---- ---- IL-39 LATERAL _ _ SCALE ---- SIZE B SHEET:1"=50' ZT:)# IIIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO3 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C18 GAS LINE W WATER MAIN SS SEWER • • SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE + a' `M +71 ® TRANSFORMER LIGHT POLE A 13+98 PLACE NEW GAS MANHOLE L:273' 22"OX21"AXS 500 H H AT SEWER MANHOLE © DB(1)1.25" 042.57396829,-114.44630837 I - SEWER VALVE GAS VALVE ACCESS POINT ID:#3000-003 TRAFFIC SIGNAL GAS METER GR/GB:Y/ISO:Y I L-39 LATERAL REV 1 � © COMM MANHOLE ® WATER VALVE MOVED CONDUIT 'r © COMM HANDHOLE HYDRANT TO WEST SIDE OF ® COMM PEDESTAL WATER METER SUNRISE BLVD O DRAINAGE MANHOLE )UTILITY POLE 0 w ® CATCH BASIN CULVERT L:181 - ` DB(1)1.25" FaW.We E fy) C06 San LwFy,Ave C221` U ` C(�j cis C20 � r+r r w CO Cl1 18 ui CO2 CO 04 U) J 1+81 PLACE NEW I O O 14"OX24"AXS 400 LT DUTY H H AT T 3! 042.57347054,-114.44631105 C08 .�C1 13 - ACCESS POINT ID:3000-003-1 e U GR/GB:N/ISO:N I C09 1' C15 a QFJ 1#velclb c17 I PREPARED FOR: I L:176' . . ETILSON T:(207(591-6427 F:(207)772-3427 info@tilsontech.com REVISIONS DATE I DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC L.24' 08/01/23 REV 1 PF DB(1)1" --- ---- ---- ---- _ _ SCALE SIZE B SHEET:1"=50' ETD# l�IDHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C04 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB- PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C6 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN M�ZI E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT / ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE TJ {^/L�t�� - \ © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL V WATER METER Q-\ O DRAINAGE MANHOLE l_L>UTILITY POLE ® CATCH BASIN >-<CULVERT S/W \ i _—FaWkve E 1 C06 1 Ve C22` C20 �+r r CO Cll 18 L:20. O I DB(1)1" ,^ CO2F:011 404 V/ O B 4+07 PLACE NEW 22"OX21"AXS 500 HH AT C08 ;1 I 13 5 042.57550317,-114.45040920 10'UTILITY EASEMENT p m ACCESS POINT ID:#1000-003 TWIN FALLS COUNTY m v GR/GB:Y/ISO:Y DOC#:0000441856 C09 &-1 C15 L:98' �I.k S D 0+98 PLACE N s CIO Cl6 C17 EW _ D 0+20 14"OX24"AXS 400 LT DUTY HH AT 042.57541232,-1 14.45007124 110 ACCESS POINT ID:1000-003-1 PREPARED FOR: GR/GB:N/ISO:N 10'UTILITY EASEMENT A TWIN FALLS COUNTY DB(1)1 DOC#:0000441856 ETILSON T:(207(591-6427 F:(207(772-3427 L: info@tilsontech.com DB(2)1.25" REVISIONS 9 I 7 D 2+07 PLACE NEW DATE DESCRIPTION INITIAL ' 14"OX24"AXS 400 LT DUTY HH AT 12 8/01/23 INITIAL SUBMISSION RNC 042.57518221,-114.44981777 0 /O1/2 REV 1 PF ACCESS POINT ID:1000-003-2 GR/GB:N/ISO:N ---- ---- ---- SCALE v� SIZE B SHEET:1"=50' TD# IDDHS Ol H:)l`dW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C05 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB- PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB-DB- PROPOSED DIRECTIONAL BORE DB-DB- FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C7 GAS LINE W WATER MAIN C., IS SEWER Ti SD STORM DRAIN Y E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y LIGHT POLE lul TRANSFORMER O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT i• {^/L�t�� ® COMM PEDESTAL V WATER METER QD DRAINAGE MANHOLE Q UTILITY POLE L - I - ® CATCH BASIN �<CULVERT 4LM/a — — M/a 1 T� Ave E - — M —M — 3 m � cob t Ve c22` R — /W R/W � c(� jc' C2o L:309' = C� 3 f DB(2)1.25" CO C11 18 ' _ '^ CO2 CO 04 \J' O rn C08 ; I 13 5' C 1 C 10'UTILITY EASEMENT C09 &-1 C15 TWIN FALLS COUNTY 31 i DOC#:0000441856 _ OPTITAP:10/90 c10`� C16 Ct7- iii� IV T L:100' PLACE NEW I--� � 14"OX24"AXS 400 LT DUTY HH AT r 042.57641103,-114.45012417 PREPARED FOR: ACCESS POINT ID:1000-004-1 ' N/ISO:N ETILSON B 7+35 PLACE NEW L:100' L:300' 14"OX24"AXS 400 LT DUTY HH AT 3 T:(207)591-6427 F:(207)772-3427 / r 042.57640242,-1 14.45040765 info@tilsonfech.com ACCESS POINT ID:1000-004 GR/GB:N/ISO:N REVISIONS 2 PIPES OPTITAP:10/90 10'UTILITY EASEMENT DATE DESCRIPTION INITIAL TWIN FALLS COUNTY 12/30/22 INITIAL SUBMISSION RNC �* PLACE NEW DOC#:0000441856 08/01/23 REV 1 PF f i I 14"OX24"AXS 400 LT DUTY HH AT / I 042.57640955,-1 14.44984147 J (t ACCESS POINT ID:1000-004-2 _ GR/GB:N/ISO:N SCALE SIZE B SHEET:1"=50' S:)# 1IIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I 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 41 E POWER LINE _ E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE } I TRAFFIC SIGNAL GAS METER \ I © COMM MANHOLE ® WATER VALVE of I — © COMM HANDHOLE HYDRANT A s. ® COMM PEDESTAL `l91' WATER METER �• �__ � OD DRAINAGE MANHOLE �)UTILITY POLE lr ® CATCH BASIN �<CULVERT 915 LA �. rl 90 C06 1 Ve C221` D In C(�j Cl C20 --' M a co cn 18 — — M/a _ O Aim ^ CO2 F:0F, 404 � Y rn C08 iic I 13 5' ,Q- p C W — _ W W W rn v43 c W yy � C09 �1 C15 IR 5 —R/W J \^/ CIO C16 -C17_ B 13+35 PLACE NEW N 14"0X24"AXS 400 TIER 8 HH AT B 12+37 B 1 1+48 W • I 6,. * � 042.57761019,-1 14.45105913 L:9' ACCESS POINT ID:#1000-006 DB(1)1 B 12+03 PREPARED FOR: GR/GB:Y/ISO:Y r L:291' DB(2)1.25" $ P 10 UTILITY EASEMENT .: TWIN FALLS COUNTY ETILSON 3. DOC#:0000441856 •,� ` B 10+44 PLACE NEW 22"OX21"AXS 500 HH AT P 1+21 PLACE NEW T:(207)591-6427 F:(207)772-3427 042.57725072,-1 14.45040198 14"OJX24"AXS 400 LT DUTY HH AT info@tilsonfech.com I ACCESS POINT ID:#1000-005 042.57725270,-114.44995405 REVISIONS GR/GB:Y/ISO:Y ACCESS POINT IDA 000-005-1 GR/GB:N/ISO:N DATE DESCRIPTION INITIAL L:121' 12/30/22 INITIAL SUBMISSION RNC d I DB(1)1" L:121' 08/01/23 REV 1 PF DB(1)1" + - — SCALE 2 PIPES 3,n SIZE B SHEET:1"=50' 9:)# 1A�IHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C2 GAS LINE W WATER MAIN SS SEWER OPTITAP:TERMINATING — E — STORM DRAW E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT - I G 2+98 PLACE NEW ELECTRIC METER m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT ® ELECTRIC MANHOLE 042,1729321 1,-1 14.44991381 _ LIGHT POLE TRANSFORMER ACCESS POINT ID:3000-001-15 - GR/GB:N/ISO:N OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE qmp— 3 L:SOO' TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT DB(1)125" DB(1)1.25" ® COMM PEDESTAL WATER METER m O DRAINAGE MANHOLE Q UTILITY POLE CATCH BASIN CULVERT G 3+74/S 0+00 PLACE NEW S 0+77 PLACE NEW AXS 400 •+ - 14"OX24"AXS 400 TIER 8 HH AT 14"OX24" 042.57272330,-114.44991396 L-39A LATERAL ACCESS POINT ID:#3000-001-14 TIER 8 HH AT � 042.57251409, GR/GB:N/ISO:N -114.44990471 C07 E _ ACCESS POINT ID: "'� • I #3000-001-14.1 CL Sanve REV 1 GR/GB:N/ISO:N D C06 1 C22 MOVED CONDUIT TO WEST SIDE OF MADRONA ST N TO q j C1 C20 AVOID CANAL I �+r co Cll 18 • L:22' O — DB(1)1" ,^ CO2 co" 04 C L:227' V DB(1)1.25" = Cos .10xC1 13 5 L-39 LATERAL rn e v c � C09 1 C15 J clo'v�jj C16 -C17_ TWIN FALLS HIGH SCHOOL N REV 1 MOVED HH NORTH ADDED PREPARED FOR: CONDUIT AND HH ..soft 3 G 6+02 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 042.57209963,-1 14.44991051 T I L S O N ACCESS POINT ID:#3000-001-13 c GR/GB:N/ISO:N T:(207(591-6427 F:(207(772-3427 info@tilsontech.com plop \ I REVISIONS DATE DESCRIPTION INITIAL L:27' 12/30/22 INITIAL SUBMISSION RNC DB(1)1" 08/01/23 REV 1 PF ---- ---- ---- W SCALE SIZE B SHEET:1"=50' 6D# 1IIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C08 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C8 GAS LINE W WATER MAIN — SS SEWER REV 1 I \ SD STORM DRAIN �r MOVED CONDUIT TO WEST 3 E POWER LINE SIDE OF MADRONA E] ELECTRIC HANDHOLE O ELECTRIC VAULT ST N TO AVOID CANAL m ELECTRIC METER m ELECTRIC CABINS L:159' • A - DB(1)1.25" ® ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE M/a OPTITAP:30/70 _ ® SEWER VALVE ® GAS VALVE G 7+60 PLACE NEW TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE 042.57166359,-114.44991185 © COMM HANDHOLE HYDRANT ACCESS POINT ID:#3000-001-12 GR/GB:N/ISO:N ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE Q UTILITY POLE / - ® CATCH BASIN �<CULVERT \ C 10+98 / C 11+07 PLACE NEW 14"OX24"AXS 900 HH AT L:400' F Ave E 042.57159085,-114.45062174 / ACCESS POINT ID:#3000-000 �' [L ve GR/GB:Y It ISO:Y W CO6 1 C22 16'xl6'TDS EASEMENT L:147' D DB(1)1.25" I C(�j C1 C20 1 .. I CO Cll 18 J I I (ACO2 CO 04 C ( lw I C08 .10,xC1 1 13 5 TWIN FALLS HIGH SCHOOL m G 9+07 PLACE NEW m y 14"OX24"AXS 400 TIER 8 HH AT c 3 042.57126063,-114.4499 3 C09 �l C15 L-39 LATERAL �, ACCESS POINT ID:#3000-001-10917 1 GR/GB:N/ISO:N n CIO C16 C17_ PREPARED FOR: L:185' o ETILSON T:(207)591-6427 F:(207)772-3427 ;11 info@tilsontech.com REVISIONS DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC of 08/01/23 REV 1 PF SCALE SIZE B SHEET:1"=50' OTD# IIIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C09 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo••o••ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C9 GAS LINE W WATER MAIN — SS SEWER 1 L:27 SD STORM DRAIN _ E POWER LINE IDB(1)1 I E] ELECTRIC HANDHOLE OELECTRIC VAULT P:20/80 ELECTRIC METER m ELECTRIC CABINET OPTITA 3 L-39 LATERAL ® ELECTRIC MANHOLE TRANSFORMER G 10+93 PLACE NEW LIGHT POLE lul 14"OX24"AXS 400 TIER 8 HH AT 042.57075200,-1 14.44990648 OS SEWER MANHOLE GAS MANHOLE© ACCESS POINT ID:#3000-001-10 ® SEWER VALVE ® GAS VALVE GR/GB:N/ISO:N TRAFFIC SIGNAL GAS METER TWIN FALLS HIGH SCHOOL � © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT d {^/L�t�� I ® COMM PEDESTAL V WATER METER QD DRAINAGE MANHOLE 0 UTILITY POLE ` ® CATCH BASIN �<CULVERT M I L:383' 111 400' DB(1)1 m �25" L"� L:G 11+92 �— F .Ave E now —� nn/8 — — M/a — — /a 3 cob San LwFy,Ave c22 -- D ^ C20 MWd \I Cr r _-- - - - M Co Cl 1 18 ' R/VJ R/W CO2 COF1 04 T• V' O rn 4 C08 ;� I 13 5' f �4 rn 3 / 1 I 5 C I _ C09 CIO C16 -C17_ • • \ G) • • PREPARED FOR: I ETILSON T:(207)591-6427 F:(207)772-3427 info@tilsontech.com y I _ REVISIONS DATE I DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 3 ---- ---- ---- SCALE Ar SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C10 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C19 GAS LINE W WATER MAIN SS SEWER SID STORM DRAIN POWER ELECTRIC HANDHOLE O ELECTRIC VAULT ■ 3 ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE �y LIGHT POLE lul TRANSFORMER - O SEWER MANHOLE © GAS MANHOLE c r ® SEWER VALVE ® GAS VALVE Grai-IaCa- Dr �Icriada D ,I TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE RAW\ © COMM HANDHOLE HYDRANT \ ® COMM PEDESTAL WATER METER rv� R/ jR/W QD DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN �<CULVERT 10'UTILITY EASEMENT ( —FaIIII E TWIN FALLS COUNTY DOC#:0000441856C Park ascade U Li C06 Sill 1 1 Ve C22 E 1+59 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT I n C0� Cl C20 042.57454769,-114.44933765Cascade Park _ �+r w ACCESS POINT ID:1000-003-4.2 � w Co C11 18 ' = O 4i ) ,^ CO2 CO 04 O O V=I q m C08 .�Cl 13 5' 20'UTILITY EASEMENT m v 43 U TWIN FALLS COUNTY C09 1 � C15 �B(1)1 DOC#:0000441856 Q E 2+33 PLACE NEW n CIO c16 C17- • 14"9�X24"AXS 400 LT DUTY HH AT � 042.57434425,-114.44934034 ACCESS POINT ID:1000-003-4.3 GR/GB:Y/ISO:Y PREPARED FOR: ETILSON T:(207(591-6427 F:(207(772-3427 info@tilsontech.com REVISIONS DATE I DESCRIPTION INITIAL M/21 M/a 12/30/22 INITIAL SUBMISSION RNC M/8 M/N 08/01/23 REV 1 PF - - - SCALE ,:.adium Blvd SIZE B SHEET:1"=50' ED# IIIHS Ol HDJ-VW SIZED SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC Cl 1 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C3 GAS LINE W WATER MAIN SS SEWER STORM OPTITAP:10/90 ' SE POWER DLINEIN ' PLACE NEW ' - T E] ELECTRIC HANDHOLE OELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINET 042.57293754,-1 14.44926280 ACCESS POINT ID:3000-001-3 / ® TRANSFORMER ELECTRIC MANHOLE �y lul GR/GB:N/ISO:N LIGHT POLE ® O SEWER MANHOLE © GAS MANHOLE io ) L:153' r H 2+78 PLACE NEW �B(1)1" ® SEWER VALVE ® GAS VALVE DB(1)1" 14"OX24"AXS 400 TIER 8 HH AT lo L:200' 042.57274849,-1 14.44732821 L:33' TRAFFIC SIGNAL GAS METER W I ACCESS POINT ID:#3000-002-14 © COMM MANHOLE ® WATER VALVE GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT L-39 LATERAL I ® COMM PEDESTAL WATER METER DRAINAGE MANHOLE C—Q)UTILITY POLE � OPTITAP:10/90 II L.200 REV I ® CATCH BASIN �<CULVERT ' ADDED CONDUIT PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57263245,-1 14.44804700 - ACCESS POINT ID:3000-002-4 GR/GB:N/ISO:N FaW.We E. U OPTITAP:10/90 � � CobSan t Ave C22 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT C(�j C1 C20 1 042.57251801,-114.44926280 I DB(1 1.25" a:2 Cr w ACCESS POINT ID:3000-001-4 I - GR/GB:N/ISO:N I 3- CO Cl1 18 ' w 10'UTILITY EASEMENT O 10'UTILITY EASEMENT TWIN FALLS COUNTY I m CO 04 (n TWIN FALLS COUNTY � DOC#:0000441857 CO2 I � C DOC#:0000441857 L:200' O A C08 �cli � 13 5 L 200' I H 4+40 PLACE NEW rn > e 14"OX24"AXS 400 LT DUTY HH AT c 042.57230403,-114.44732643 C09 �1 C15 I OPTITAP:10/90 I ACCESS POINT ID:3000-002-13 GR/GB:N/ISO:N T� CQ = OPTITAP:10/90 I PLACE NEW ! C� Ct0'v C16 C17_ G PLACE NEW I - 14"OX24"AXS 400 LT DUTY HH AT ui 14"OX24"AXS 400 LT DUTY HH AT 042.57227493,-1 14.44804700 I W 042.57228769,-114.44926280 ACCESS POINT ID:3000-002-5 GR/GB:N/ISO:N PREPARED FOR: ACCESS POINT ID:3000-001-5 GR/GB:N/ISO:N I ' TILSON L:200' R I I `L:200' T:(207(591-6427 F:(207)772-3427 info@tilsontech.com I OPTITAP:10/90 OPTITAP:10/90 REVISIONS — DATE DESCRIPTION INITIAL PLACE NEW PLACE NEW 12/30/22 INITIAL SUBMISSION RNC 14"OX24"AXS 400 LT DUTY HH AT L:209' 14"OX24"AXS 400 LT DUTY HH AT � 08/01/23 REV 1 PF 042.57198152,-114.44926010 042.57197272,-114.44804970 F DB(1)1.25" ACCESS POINT ID:3000-001-6 ACCESS POINT ID:3000-002-6 GR/GB:N/ISO:N GR/GB:N/ISO:N _ m SCALE SIZE B SHEET:1"=50' VTR# IIIHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C4 GAS LINE W WATER MAIN IS SEWER SD STORM DRAIN 2 PIPES E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET J 3+57 PLACE NEW ELECTRIC MANHOLE �y TRANSFORMER LIGHT POLE 14"OX24"AXS 400 TIER 8 HH AT lul 042.57298760,-1 14.44630971 ACCESS POINTID:#3000-003-2 I OS SEWER MANHOLE GAS MANHOLE© GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE W TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE L:161' — © COMM HANDHOLE HYDRANT DB(1)1.25" I Tr ® COMM PEDESTAL WATER METER r" • \ QD DRAINAGE MANHOLE Cl_L>UTILITY POLE ee T of - ® CATCH BASIN >—<CULVERT i FaW.We E San ri J 5+18 PLACE NEW I CIL C06 1 Ve C22 14"OX24"AXS 400 TIER 8 HH AT U .0 042.57254713,-1 14.44630971 Tf ACCESS POINT ID:#3000-003-3 r C(�j Cl C20 GR/GB:N/ISO:N I C�Oda Dr w co cn is w = g I CO2 CO 04 (n As c O C08 .10xC1 13 5 - > C C09 1, C15 U W 5 Q � FJeLr,#v c16 c17 C L:191. DB(1 PREPARED FOR: Lim I OF- I • TILSON \ T:(207(591-6427 F:(207(772-3427 d info@tilsontech.com J 7+09 PLACE NEW 14"O)X24"AXS 400 LT DUTY HH AT • REVISIONS 042.57202270,-114.44631105 DATE I DESCRIPTION INITIAL ACCESS POINT ID:3000-003-4 I 12/30/22 INITIAL SUBMISSION RNC GR/GB:N/ISO:N 08/01/23 REV 1 PF ---- ---- ---- ---- ---- ---- SCALE SIZE B SHEET:1"=50' STD# lA�IHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB- PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE W WATER MAIN "7m= SS SEWER SD— STORM DRAIN I E POWER LINE i E] ELECTRIC HANDHOLE O ELECTRIC VAULT W ELECTRIC METER m ELECTRIC CABINET I ®L:34' ELECTRIC MANHOLE �y i lul TRANSFORMER LIGHT POLE O PTITAP:30/70 D B(1)1" SEWER MANHOLE © GAS MANHOLE — H 6+49 PLACE NEW ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 TIER 8 HH AT TRAFFIC SIGNAL GAS METER 042.57172923,-1 14.44732777 © COMM MANHOLE ® WATER VALVE L:200' I L:200' ACCESS POINT ID:#3000-002-12 GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER QO DRAINAGE MANHOLE Q UTILITY POLE OPTITAP:10/90 I I ® CATCH BASIN �<CULVERT I OPTITAP:10/90 PLACE NEW I I14"OX24"AXS 400 LT DUTY HH AT F AVe E La PLACE NEW 3 I 042.57153026,-114.44804970 14"OX24"AXS 400 LT DUTY HH Al ACCESS POINT ID:3000-002-7 C dl 042.57151339,-114.44925740 GR/GB:N/ISO:N L:400' 3 C C06 1 Ve C22 U ACCESS POINT ID:3000-001-7 D GR/GB:N/ISO:N /��I I - C0j C C1 C20 L:199' 1 1 r Lu CO C11 18 ' Lu OPTITAP:10/90 I CO2 Co 404 C o O L:200' I PLACE NEW L:200' m C08 ;1 13 e 14"OX24"AXS 400 LT DUTY HH AT I I-I�I _ I 042.57120039,-114.44804970 U ACCESS POINT ID:3000-002-8 OPTITAP:10/90 GR/GB:N ISO: _ C09 �1 C15 / N 5 Q 4 PLACE NEW I I \ / C10`V C16 C17 C 14"OX24"AXS 400 LT DUTY HH AT H 8+48 PLACE NEW L:31' I—L G 042.57119537,-114.44925740 14"OX24"AXS 400 TIER 8 HH AT DB(1)1" Ln ACCESS POINT ID:3000-001-8 042.57118215,-114.44732598 GR/GB:N/ISO:N ACCESS POINT ID:#3000-002-11 r PREPARED FOR: I � I GR/GB:N/ISO:N _ I A I _ ETILSON I I L:104' T:(207(591-6427 F:(207(772-3427 10'UTILITY EASEMENT I OPTITAP:20/80 N DB(1)1.25" info@tilsontech.com ASEMENT TWIN FALLS COUNTY H 9+53 PLACE NEW REVISIONS 10'UTILITY E � TWIN FALLS COUNTY DOC#:0000441857 14"OX24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL L:200' DOC#:0000441857 042.57089619,-114.44732553 12/30/22 INITIAL SUBMISSION RNC I a ACCESS POINT ID:3000-002-10 w L:200' GR/GB:N/ISO:N 08/01/23 REV 1 PF SCALE SIZE B SHEET:1"=50' 9T:)# IIIHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C14 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C13 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ?� ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE LIGHT POLE lul TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE lY ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER L:203' DB(1)1.25" © COMM MANHOLE ® WATER VALVE COMM HANDHOLE � HYDRANT ® COMM PEDESTAL WATER METER QD DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN �<CULVERT i FSAIe E sa J 9+12 PLACE NEW Cob t Ve C22 U 14"OX24"AXS 400 LT DUTY HH AT 042.57146568,-1 14.44631 105 C0� C, C20 ACCESS POINT ID:3000-003-5 GR/GB:N/ISO:N ui Co Cll 18 W '^ CO2 c 04 NI Lm � O O C08 ;1 I 13 1 C C C09 &-1 C15 a U AL 5 QFkr-Av c,b cn o PREPARED FOR: L:234' DB(1)1.25" ETILSON :. T:(207)591-6427 F:(207)772-3427 info@tilsontech.com REVISIONS I DATE I DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF SCALE SIZE B SHEET:1"=50' LTD# lA�IHS Ol H:)1`dW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C15 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C14 GAS LINE W WATER MAIN IS SEWER SD STORM DRAIN OPTITAP:15/85 OPTITAP:15/85 E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT H 13+99 PLACE NEW G 14+76 PLACE NEW � ELECTRIC METER m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 LT DUTY HH AT \ 042.57075002,-1 14.44804972 ELECTRIC MANHOLE 042.57077068,-1 14.44925739 ACCESS POINT TRANSFORMER ID:3000-i s LIGHT POLE ACCESS POINT ID:3000-001-9 GR/GB:Y/ISO:Y LJ GR/GB:Y/ISO:Y I O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ATRAFFIC SIGNAL GAS METER 10'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE 10'UTILITY EASEMENT TWIN FALLS COUNTY © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY DOC#:0000441857 ® (� DOC#:0000441857 W COMM PEDESTAL WATER METER DRAINAGE MANHOLE Cl_L>UTILITY POLE L:SOO' ® CATCH BASIN �<CULVERT G 13+69 H 13+O1 DB(1)1 25 H 11+05 F" AveMON E O - °B D cob 1 Ve c22 n cod cl c20 C� w M M M M Co41 C11 18 W R/W R/W R/W R/W R/W / _ O CO2 CO 04 O m C08 ;I4 13 C 1 \ f C09 &-1 C15 C �Ur 31 '' n CIO C16 C17 rPREPARED FOR: 7i ETILSON T:(207(591-6427 F:(207(772-3427 info@tilsontech.com \ REVISIONS DATE I DESCRIPTION INITIAL \ 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF SCALE d SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE W WATER MAIN SS SEWER - SD STORM DRAIN J 11+46 PLACE NEW E POWER LINE 14"OX24"AXS 400 LT DUTY HH AT E] ELECTRIC HANDHOLE O ELECTRIC VAULT 042.57082272,-1 14.44631 105 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:3000-003-5.1 ® ELECTRIC MANHOLE �y GR/GB:Y/ISO:Y LIGHT POLE lul TRANSFORMER + S II O$ SEWER MANHOLE © GAS MANHOLE I ® SEWER VALVE ® GAS VALVE 4 TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE • © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER - Zl • 0 QD DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN �<CULVERT i FaW.We E Cob San t Ve C22�. U M/ C(�j C1 C20 �+r w C • r � o Cll 18 Lu R/W u '^ ` CO2 CO 04 NI O 4 O C08 ;Cq 13 5 3 1 ~ - C09 &-1 C15 C U 5 Q _ Fkr- e v C16 C17 —-- — - a' PREPARED FOR: r� t � ETILSON r I • T:(207(591-6427 F:(207(772-3427 info@tilsontech.com REVISIONS DATE I DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF ---- ---- ---- 3: SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C20 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE _ \ E] ELECTRIC HANDHOLE O ELECTRIC VAULT K ELECTRIC METER m ELECTRIC CABINET L:394' • ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE lul O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE jo 7A= 0, Granada ,. , TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT W r ® COMM PEDESTAL l91 WATER METER t _ - QD DRAINAGE MANHOLE �)UTILITY POLE R/W R/W 3. ® CATCH BASIN �<CULVERT iH 1. -—F&AI E a' CL Li cob 1 Ve C22 U Q 1+62 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57448184,-114.44685426 r C(S Cr C, C20 ACCESS POINT ID:3000-003-6.1 w GR/GB:Y/ISO:Y Co Cll 18 ui M 3+1 1 PLACE NEW y CO2 CO 04 14"OJX24"AXS 400 LT DUTY HH AT I . Fl 4 042.57448042,-1 14.44625394 O ACCESS POINT ID:3000-003-6 CobC, ,3 5 -- -3/n GR/GB:Y/ISO:Y 5 3/n y _ -- C09 &-1 C15 a 5 3/ 3/D M2+57 - _ FrQr-hv C16 -C17 Q L:162' 7.5'UTILITY EASEMENT DB(1)1 — TWIN FALLS COUNTY L:193' DOC#:0000441856 �u DB(1)1 25" PREPARED FOR: � I A ETILSON REV 1 T:(207(591-6427 F:(207)772-3427 MOVED CONDUIT -- info@tilsontech.com TO WEST SIDE OF I REVISIONS SUNRISE BLVD DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC L-39 LATERAL 08/01/23 REV 1 PF MA I M/LI R/W R/W Y ---- ---- ---- SCALE SIZE B SHEET:1"=50' V:)# 1I I H S Ol H:)l`dW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C18 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB- PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB-DB- PROPOSED DIRECTIONAL BORE DB-DB- FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C21 ® -W WAE MAIN .T7 SS SEWER OPTITAP:10/90 \ -SD STORM DRAIN _ F E POWER LINE PLACE NEW S E] ELECTRIC HANDHOLE ELECTRIC VAULT 14"0X24"AXS 400 LT DUTY HH AT I I ELECTRIC METER m ELECTRIC CABINET ! 042.57608640,-1 14.44927280 OPTITAP:15/85 ® ELECTRIC MANHOLE ACCESS POINT ID:1000-004-4 PLACE NEW TRANSFORMER I GR/GB:N/ISO:N oil LIGHT POLE 14"OX24"AXS 400 LT DUTY HH AT I OS SEWER MANHOLE © GAS MANHOLE Ad I 042.57608048,-114.44804700 I ® SEWER VALVE ® GAS VALVE 7.5'UTILITY EASEMENT w ACCESS POINT ID:1000-004-11 I I ❑ (a TWIN FALLS COUNTY GR/GB:N/ISO:N 15 TRAFFIC SIGNAL G WATER VALVE DOC#:000OSO277S © COMM MANHOLE o®•o WATER VALVE L 100' I A m ❑ ^V COMM HANDHOLE HYDRANT COMM PEDESTAL `p WATER METER OD DRAINAGE MANHOLE l-L>UTILITY POLE CATCH BASIN �<CULVERT _ 10'UTILITY EASEMENT _ 3 � K 1+53 TWIN FALLS COUNTY A F OPTITAP:10/90 L:500' I 3 I DOC#:0000441856 \ K 0+00 PLACE NEW I IIIIAV@ E 14"OX24"AXS 400 LT DUTY HH AT K 1+86� Ln pow 042.5586787,-114.4495 I L:200' MIS U ACCESS POINT ID:1000-004-004-5 / � � Cob t Ve C22 GR/GB:Y/ISO:Y K 2+18 OPTITAP:10/90 } ^ C0kk , C1 C20 d PLACE NEW \_ w " 14"OX24"AXS 400 LT DUTY HH AT F / 4 w 042.57564916,-114.44804730 Co C11 18 ACCESS POINT ID:1000-004-10 K 2+50 m GR/GB:N/ISO:N a O Co2 co, O o4 (n / K 3+29 PLACE NEW K 2+84 PLACE NEW -� R/w O 14"OX24"AXS 400 LT DUTY HH AT 142.57 4"AXS 41 1 TIER 8 60 6 4 \ 042.57552151,-1 14.44880607 042.57545757,-114.4480-0 4 C08 ;1 I 13 5 ACCESS POINT ID:#1000-004-7 I I-I�I ACCESS POINT ID:1000-004-6 / GR/GB:N/ISO:N I 10'UTILITY EASEMENT I-I�I y 43 GR/GB:N/ISO:N � \ 7 I TWIN FALLS COUNTY DOC#:0000441856 - cog, 1 C15 \ / TWIN(FALLS COUNTY h 5 LITY EASEMENT 10'UTILITY EASEMENT � , TWIN FALLS COUNTY I DOC#:0000441857 n C10'v C16 C17- DOC#:0000441856 N DB(1)1.25"- ��d sr UA L:118' 0 L:200' { \ t' Q2, DB(1)1 I I ir PREPARED FOR: o, UIE \ t I C 2 CABLES 3 \ / OPTITAP:10/90 L:100' OPTITAP:10/90 /E ETILSON K 4+47 PLACE NEW I PLACE NEW T:(207(591-6427 F:(207)772-3427 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT ) R 1+50 PLACE NEW info@tilsonfech.com 18 042.57539535,-114.44822966 042.57523610,-1 14.44804570 14"OX24"AXS 400 LT DUTY HH AT REVISIONS ACCESS POINT ID:1000-004-8 ACCESS POINT ID:1000-004-9 \ GR/GB:Y/ISO:Y I GR/GB:N/ISO:N 042.57534985,-114.44710103 DATE DESCRIPTION INITIAL ACCESS POINT ID:3000-003-7.1 12/30/22 INITIAL SUBMISSION RNC GR/GB:Y/ISO:Y � � I � I 08/01/23 REV 1 PF SCALE SIZE B SHEET:1"=50' T T:)# lI I H S Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C19 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C22 GAS LINE W WATER MAIN IS SEWER 1 \ SD STORM IN E POWER M 10+49 PLACE NEW E] 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC HANDHOLE O ELECTRIC VAULT L:199' 042.57586006,-1 14.44692717 ELECTRIC METER m ELECTRIC CABINS DB(1)1" ACCESS POINT ID:3000-003-9 ® ELECTRIC MANHOLE GR/GB:N/ISO:N lul TRANSFORMER LIGHT POLE 10'UTILITY EASEMENT OS SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY • ® SEWER VALVE ® GAS VALVE DOC#:0000441856 TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT �• _ ® COMM PEDESTAL WATER METER _ _ O DRAINAGE MANHOLE l_L>UTILITY POLE M 9+80 :? ® CATCH BASIN �<CULVERT L:208' DB(1)1.25" F" Ave E M 9+24 cy) CLcob t Ve c22 T-4 Li U - R� 10'UTILITY EASEMENT TWIN FALLS COUNTY q j C1 C20 DOC#:0000441856 �+r w . co cl1 18 W/ �/� CO2 CO 404 � Ln T I �T O M 8+40 PLACE NEW O - 14"OX24"AXS 400 LT DUTY HH AT C08 ;�1 13 5 042.57559385,-1 14.4467121 1 5 c ACCESS POINT ID:3000-003-8 v c GR/GB:N/ISO:N C09 &-1 C15 U 31 Fllrlev clb -C17_ L:89' DB(1)1" 10'UTILITY EASEMENT L:104' TWIN FALLS COUNTY PREPARED FOR: DB(1)1" M 7+51 DOC#:0000441856 ' M b+25 ETILSON L:47' T:(207(591-6427 F:(207(772-3427 DB(2)1" info@tilsontech.com REVISIONS M 7+04 PLACE NEW DATE I DESCRIPTION INITIAL 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT 12/30/22 INITIAL SUBMISSION RNC 042.57534795,-114.44654447 TWIN FALLS COUNTY ` 08/01/23 REV 1 PF ACCESS POINT ID:3000-003-7 DOC#:0000441856 ---- --- GR/GB:Y/ISO:Y " 3 SCALE SIZE B SHEET:1"=50' 8T:)# l�EIHS Ol H:)1`dW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C20 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C23 —W WAE MAIN SS SEWER —SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET c:: ® ELECTRIC MANHOLE f\Tl lul TRANSFORMER LIGHT POLE 10'UTILITY EASEMENT O$ SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY DOC#:0000441856 ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE L 4+02 PLACE NEW L 3+04 PLACE NEW � © COMM HANDHOLE � HYDRANT 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT OPTITAP:TERMINATING I ® COMM PEDESTAL l�l WATER METER L:31' I 042.57689842,-114.44903030 042.57689613,-114.44866442 DB(1)t„ I QD DRAINAGE MANHOLE UTILITY POLE ACCESS POINT ID:#1000-004-13.2 ACCESS POINT ID:1000-004-13.1 L 1+37 PLACE NEW ® CATCH BASIN CULVERT GR/GB:Y/ISO:Y GR/GB:N/ISO:N L.167' 14"OX24"AXS 400 LT DUTY HH AT M/N D B(1)1.25 042.57688921,-1 14.44804483 ACCESS POINT ID:1000-004-13 N L:99' -� GR/GB:N/ISO: -M/N M DB(1)1" C24 D11(1)1.25" F Ave E M U - CL C06 wr. C22 D RAW RAW c Ct C20 RAW c� G "dda Dr w _ /• i7rr w + • L:200' Co Cll 18 1 I I L:137' < O (n - DB(1)1.25" Coe F:0" 04 4 (n o` OOPTITAP:10/90 '' rn C08 ;1 l 13 5 PLACE NEW \ _ I-I�I y c 14"OX24"AXS 400 LT DUTY HH AT c 10'UTILITY EASEMENT C09 &-1 C15 U 042.57652586,-1 14.44927410 - ACCESS POINT ID:1000-004-3 r* TWIN FALLS COUNTY 5 GR/GB:N/ISO:N \ DOC#:0000441856 n clo'� Ct6 C17_ � PREPARED FOR: .t 2 CABLES I I OPTITAP:20/80 f1 3� _ \ L 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 3/D 7.5'UTILITY EASEMENT -; 042.57651401,-114.44804432 T I L 5 0 N I TWIN FALLS COUNTY ACCESS POINT ID:1000-004-12 DOC#:0000502775 I I GR/GB:Y/ISO:Y T:(207)591-6427 F:(207)772-3427 ( info@tilsontech.com 1 L:200' ' REVISIONS DATE\ DESCRIPTION INITIAL iY L 200' I \ 12/30/22 INITIAL SUBMISSION RNC Im 08/01/23 REV 1 PF SCALE SIZE B SHEET:1"=50' 6T:)# IIIHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C21 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C24 GAS LINE W WATER MAIN Ss SEWER 3 SD STORM DRAIN E POWER LINE d' E] ELECTRIC HANDHOLE O ELECTRIC VAULT �1 I ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE 10'UTILITY EASEMENT — � TRANSFORMER TWIN FALLS COUNTY LIGHT POLE DOC#:0000441856 O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ' - TRAFFIC SIGNAL GAS METER 3 • I w © COMM MANHOLE ® WATER VALVE \ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER M QD DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN �<CULVERT &DB(1)1.25" 517 3 a \ F 7Ave E M N CL cob 1 Ve C22 U cl c20 R/Pr - I I� r W w q / CO Cll 18 W = I / CO2 CO 04 O FI O / C08 ;1 I 13 5 � C I I Z7 y 3 C09 &-1 C15 C L � • 5 FJPt16'ee V C16 -C17_ C� M 12+67 PLACE NEW 10'UTILITY EASEMENT G I 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.57640519,-114.44700764 ACCESS POINT ID:3000-003-10 DOC#:0000441856 — _- PREPARED FOR: GR/GB:N/ISO:N M 14+72 -- 3 /n - /n ETILSON ' _ T:(207(591-6427 F:(207)772-3427 L:$1 L:20' \ info@tilsontech.com DB(2)1" DB(1)1" M 13+69 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT REVISIONS 042.57640105,-1 14.44662904 M 12+47 3 DATE DESCRIPTION INITIAL ACCESS POINT ID:3000-003-11 /30/22 INITIAL SUBMISSION RNC TWIN FALLS C 10'UTILITY EASEMENT GR/GB:N/ISO:N I 12 12/ /23 REV 1 PF OUNTY _ DOC#:0000441856 ____ ____ ____ R' • w SCALE SIZE B SHEET:1"=50' OZD# l�EIHS Ol H:)lb'W SIZED SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C22 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I 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 7=1 E] E POWER LINE ELECTRIC HANDHOLE O ELECTRIC VAULT - — _ ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE JO$ SEWER MANHOLE © GAS MANHOLE •-, / ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE \ a-mum.% © COMM HANDHOLE HYDRANT - ® COMM PEDESTAL WATER METER QD DRAINAGE MANHOLE C l_L>UTILITY POLE 1 CATCH BASIN �<CULVERT i - M 24+47 PLACE NEW Cm C2414"OX24"AXS ' I — I 042..57774213 41 14.4 LT DUTY HH AT 80 915 CL C I I F ACCESS POINT ID:3000-003-15 Cob t Ve C22 U N 1+68 PLACE NEW L:7' GR/GB:N/ISO:N D 14"OX24"AXS 400 TIER 8 HH AT DB(2)1.25" ^ C0j Cl C20 042.57774176,-1 14.44865278 l J C ACCESS POINT ID:#3000-003-15.1 = r 21 w M/ L GR/GB:Y/ISO:Y D M 24+43 DB(1)1" CO Cll 18 ' ui L 161' 0 DB(1)1.25" O M/21 M/H M/21 Coe Co 404 c O - --rn W — = A Y w W w rn C081 ,s 5 wt� rn y Uw w w w w w w w Cog , C 15 C W m�w /*k 31 R R/W --I — — R/W R/W -R W RAW l / CIO C16 C17- _ L:49' N DB(1)1" r PREPARED FOR: P 2+42 PLACE NEW I m DB(1)1.25" M 20+84 PLACE NEW " 14"OX24"AXS 400 LT DUTY HH AT 14"(dX24"AXS 400 LT DUTY HH AT 042.57724875,-114.44950478 042.57724078,-114.44738366 ACCESS POINT ID:1000-005-2 ACCESS POINT ID:3000-003-13 ETILr O N UL GR/GB:N/ISO:N 10'UTILITY EASEMENT GR/GB:N/ISO:N - TWIN FALLS COUNTY 10'UTILITY EASEMENT DOC#:0000441856 T:(207(591-6427 F:(207(772-3427 TWIN FALLS COUNTY info@tilsontech.com DOC#:0000441856 14 22+62 PLACE NEW L:60' 14"OX24"AXS 400 LT DUTY HH AT REVISIONS DB(1)1" 042.57724572,-114.44804483 L:17' DATE I DESCRIPTION INITIAL P 3+02 PLACE NEW ACCESS POINT ID:3000-003-14 DB(1)1" 12/30/22 INITIAL SUBMISSION RNC 14"0X24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N 08/01/23 REV 1 PF L:178' 042.57724678,-114.44928216 DB(1)1" ---- ---- ---- ACCESS POINT ID:1000-005-2.1 1 t - GR/GB:Y/ISO:Y SCALE SIZE B SHEET:1"=50' TZD# lA�IHS Ol H:)lb'W SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C23 OF C24 1 NOTES: DIGLINEO 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER QD DRAINAGE MANHOLE Cl-L>UTILITY POLE 1 ® CATCH BASIN >—<CULVERT F Ave E- C24' NLl cob t ve c22 U C0� Cl C20 �+r w r Co Cll 18 ' — M /W R/W R/W R/ R W CO2 F:o' oa 15 /_ O , C08 ;1 I 13 5 • -- ' - — C09 &-1 C15 W w - w— 5 ' W w Q ` � w— — --- — FJeLrtw clb c17 R/w R/W R/W G PREPARED FOR: 3 � r i ` ETILSON UTILITY EASEMENT T TWIN FALLS COUNTY DOC#:0000441856 T:(207)591-6427 F:(207)772-3427 M 18+85 PLACE NEW info@filsonfech.com 14"OX24"AXS 400 LT DUTY HH AT REVISIONS 042.57723584,-114.44664606 DATE DESCRIPTION INITIAL ACCESS POINT ID:3000-003-12 GR/GB:N/ISO:N I I 12/30/221 INITIAL SUBMISSION RNC L:199' I 08/01/231 REV 1 PF u — SCALE SIZE B SHEET:1"=50' ZZ:)# IIIHS Ol HDJ-VW SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C24 OF C24 1 GENERAL CONSTRUCTION DETAILS DIGIU , Dig Line,Inc. Bll or 800-342-1SBS TWINID 0898GA 02 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. •:.;-:::;.-.:_ ;;r.;?:: .;';': :. _ .� .�•::•:'y:. ::�:_i�':::.�.. '`:;•:;. ... yi.:r;.;�;.:;ti. EXISTING GRADE EXISTING GRADE fT s: :r:;:;, } ., `;s'':s''y'::• I �I I—III—III—III— 12"MIN.BELOW PROPOSED AXS =1I I�I I—I I r-I I la I I-1I�I I I—I I I-1I I�I1= FINISHED GRADE BURIED CABLE HH IN GRASS —IIIMIIMIIMIMI1-111 11=11 III REFER TO TFSD-306 �l�ll=ll�lll ll� � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—III11=1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I 11=I I M I I—III—I 6"LAYERS WITH ROCK COVER 2a"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO � TFSD-306 11r111�J1 11� lll;I 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I I—I I—I ;II—III =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W 11EI I I—I 1 ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE 'I�I IIITI I I I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I 446�� 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 G —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N 30"MIN. �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—III—III—I I-I I I�I I-11�111 on a Mission .I I--III—IIIII--I I�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—1I1=I I I—I I I—I I' DETAIL 1 tnPoOtilsontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I M I I—I 11=I I I—I I I= 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 fI-11I1-1-1I1-1 12/30/22 INITIAL SUBMISSION RNC II—III—I I ALIGNMENT STATION(FT) 25 4"BORE HEAD. 08/01/23 REV PF —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 , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, SIZE D SHEET: NTS TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DO1 OF D16 CONSTRUCTION. FILE NAME:TWINID 0898GA 02 DIGli IC AXS HH COVER DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS TWINID 0898GA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL II 080.00 D DETAIL A SCALE 1 : 1 TILSON On a Mission T- (207)591-6427 F- (207)772-3427 tnPoOtilsontech.com THIS DRAWING AND THE COPYRIGHT DRAWN:A Du TOit CNowing No. THEREOF IS THE PROPPEM OF NIAA AND M4A-AXS-400R-ASSY-TDS REVISIONS MAY NOT BE COPIED WHOLLY OR IN — DATE DESCRIPTION INITIAL PART,AND THE CONTENTS THEREOF MAY CHECKED: DIOWIflD Tft: 12/30/22 INITIAL SUBMISSION RNC NOT BE DISCLOSED TO ANY THIRD M4A-AXS-400R-ASSY-TDS 08/01/23 REV I PF PARTIES WITHOUT WRITTEN CONSEI(T_ DATE: 14/10/2020 --- ---- --- +� NAr1HOLEu''`FQICA SCALE(A3): 1:6 - — 20151360106/07 -- — EvERITE FACTORY PREMISES,HEDELBERG SCALE ROAD(R550),KLIPRIVER 1871 PO BOX 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL,GAUTENG m4a SIZE D SHEET: NTS -EL +27 1 1 408 7023 OUR PRODUCTS BUILD HIETWORKS �o SHEET D02 OF D16 MAIL irfDQmta.00 FILE NAME:TWINID 0898GA 02 DIGUnf.. AXS 400 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1585 TOP VIEW: T W I N I D-0898GA-02 F H_ —' 1 F TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O 450.00 RIGHT VIEW: m a • �65.0 • e ' 1 M `9Y.02 f I • a G l J -- L50 .k T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com SECTION A-A TM DRAWNG At THE COPYR$GHr DRAWN: A Do To't Drawing Ho: THEREOF IS TM PROPP62Y OF MSA AND M4A-AXS-400R-ASSY REVISIONS m 405 38 MAY NOT EE COPHM WtK)MY OR IN DATE DESCRIPTION INITIAL PART,AmrmfCOIJTENTST"REOFMAY CHECKED: OrowftTlft: 12/30/22 INITIAL SUBMISSION RNC NOT K DRCLOSED TO ANY THIRD M4A-AXS-40OR-ASSY 08/01/23 REV 1 PF PARTS WTH<>Lr,wR1TTE34 COt4ENT. DATE: 17/08/2020 - ---- ---- AIIAIlJHOLE3AAFQlCA SCALE(A3): 1:6 -- 2o15/260106r07 -- -- EvERI'E FACTORY PPEP.4SE1,Ml1DE1DtRG SCALE ROAD IR550:.KUPRVER 1071 SIZE B SHEET: NTS PO BOX 672 KLPRIVER 1871 MOVAAL GAUTB.IG SIZE D SHEET: NTS TEL*v 11 000 7023 SHEET D03 OF D16 f"L inllI cozo FILE NAME:TWINID 0898GA 02 DIGllIfIC AXS 500 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1SBS EXPLODED VIEW LID BASE TWINID 0898GA 02 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL e 021.54 e 21.89 h PHOTO RENDER 21.89 A.� 19.69 ---------------- LlI 20.79 19.69 20.�9 TILSON DIMENSIONS W INCHES On a Mission OTQ�Vi� �10C T- (207)591-6427 F- (207)772-3427 R.99 THIS DRAWING At ID THE COPYRIGHT DRAWN:A Du Tod a mfoOtIson1ecn.c«e THEREOF IS THE PROPPERTY OF huA AIJC M4A-AXS-SOOR ASSY MAY NO-1 BECOPIED WHOLLY OR IN REVISIONS PART,At THE COur,S-CS THEREOF MAY CHECKED: Dra Ang line: DATE DESCRIPTION INITIAL 140 BE DISCLOSED 70 AF1Y TKRD 5WR AXS CHAMBER REV00I 12/30/22 INITIAL SUBMISSION RNC PARTIES WITHOUT WRITTEN CONSENT. DATE: 12/08l2020 118101123 REV 1 PI ' MN4HOLES4AFRICA SCALE(A3): 1:7 - —_ A� SECTION A-A 2015/360106/07 - — R2.20 EVERT E FACTORY PREMISES,HEIDELBERG 21.89 ROAD(RSW),KUPRIVER 1871 SCALE PO BOX 672 KLIPRIVER 1871 SIZE B SHEET: NTS MIDVAAL,GAL ENG — 'EL:+27 11 903 7023 OUR PRODUCTS , NETWORKS SIZE D SHEET: NTS MPJL nt"m4moom SHEET D04 OF D16 FILE NAME:TWINID 0898GA 02 DIGUnf.. AXS 900 H H DETAIL 0 Dig Line,Inc. 811 or 800-342-1585 0903 0610 0 0558 r'1 n SECTION A—ri TWINID 0898GA 02 o - TWIN FALLS,ID E s-- KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL DEEP MEDIUM DUTY ICT ACCESS POINT, - -- — — MANHOLE EQUIPPED WITH 2 DOME CLOSURE I• — ��— c I BRACKETS AND 2 SLACK BRACKETS, FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO- 0070—CIV-002—ASS �•.. ALL OTHER DIMENSIONS AND MATERIAL — I SPECIFICATIONS SEE THE RESPECTIVE PART _ DRAWINGS AND 3D PART FILES, i CAD FILE REFERENCE 0057—CIV-002—ASS. I • _ CONFORMS TO THE MEDIUM DUTY (MD) REQUIREMENT OF 40 kN ACCORDING TO SANS 1882 2003 I N _ + YY I I�j Ln Al I .- /R - pl)FM A2A ✓ f In I80--�-180 . . . 0900 _ 0971 / SLACK �1 • BRACKETS a 050 DRAINAGE _ TILSON KNOCKOUT On a Mission q - - r--- - T: (207)591-6427 F: (207)772-3427 - InPoOtIsontech.com �.�, - 1. DOME "3=='_�• CLOSURE * REVISIONS BRACKETS • 1 _ � DATE DESCRIPTION INITIAL 1O 12/30/22 INITIAL SUBMISSION RNC I 9Q O�j� I 08/01/23 REV 1 PF • DRAWN: KHSCHMITT 900 R MID Civilworks grout_ CHECKED: _ RE 'ESS 5 DEEP J 500 MM DIA x 900 MM DEEP, -- ----FOR ID TAG DATE_20118-W112 MEDIUM DUTY ICT ACCESS SCALE P_0.BOX672.KUPFMP,IS71 SCALE: POINT SIZE B SHEET: NTS ZVEMM PIPES FACTORY PREMSES SKMEICELSERGROAD KUPRJVER I SIZE D SHEET: NTS G&MNG.SOUTH AFRICA SECTION B-B TH 011 W37023, wwVI' mpmOaO"MagrtaR B0�ftw{11F, M ► twrtoercm�wAK, tHWoF MAY SHEET D05 OF D16 NE3;fT�tilp:tt �C�71 AS,IX23 Lgt�lOu[tA�lDtOwtrTMlpMRnfStMltputOulllMrttBteaw1fllr. FILE NAME:TWINID 0898GA 02 CHARLES 101 - 8"XT PEDESTAL 0 °wuln g Dig Line,Inc. 811 or 800-342-1SBS TWINID 0898GA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 . 5 INSIDE I e • • �-PADLOCK . INSIDE • - i" HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF SCALE SIZE B SHEET: NTS .. Imf �� i� SIZE GRbsING N4. ISS. SIZE DSHEET: NTS �"O�'�'�'� A I Q I H I I - I I Q Q OWP tEv. SHEET D06 OF D16 / Ff0 FI tI HIE TNIS I, TIE CPIE✓IT'OF E0 IN A,"mEI Ef LTD. .A4DTA SIPLI•C1 DE SCILE .I87 101 N011-I I000WI) SHEET I 0{ IEE.�)y(ED. COEIE9 M�bFO IN A,r u,ulE.IETII�E�TEL TO TNFIE I•fE•ST'S FILE NAME:TWINID 0898GA 02 CHARLES 104 - 12"X1 1 " PEDESTAL 0 °wun g Dig Line,Inc. 811 or 800-342-1SBS 12 . 00 TWINID 0898GA 02 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r__ I 1 . 25 INSIDE LL-- -- - t 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 InPoOtlsontech.com REVISIONS DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 2 I . 3 7 SCALE . 15 0 I SCALE '�Q(� SIZE B SHEET: NTS '� oeJLw I MU ao. I S S �,re� I,E SIZE D SHEET: NTS I � � 1 04H0 1 1 - 1 1 000WP REs. SHEET D070FD16 TNIS 11 TIE rr IM Cf COKE$ hD1fTMIEi LTD 110 1NILL -eT Ti GDD F "Cut .VKOICEO. COr110 00 u$D 1e m,0110 DIPI-EYTAL TOINEIr IITEMEITI Ki1C 125 I00011-I1'% -�` SHEET I _` I [FILE NAME:TWINID 0898GA 02 TFSD-301 TYPICAL TRENCH DIGUfI K (all Belo,e Yoe�;Q, Dig Line,Inc. 811 or 800-342-1SBS 2 14 T W I N I D_0898GA_02 3 TWIN FALLS,ID 1 //7 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 �� ,�/\ll�`l SUBGRADE OR Jo 00 0 0 NATURAL GROUND . VERTICAL WALLS O 1 5O ALLOWED WITH° PROPER SHORING 0 OR LESS THAN 5' �p j�\ LEGEND 00 12 �00 %\\ 6 O CUT BACK, 12" MINIMUM. ` o ' O o /� O2 SURFACE REPAIR WIDTH, 6' MINIMUM. O ,O \ \ O3 EXISTING SURFACE. F C o w w o \\ Op 13 \� ® EXISTING BASE. (n � o \ Oo ° p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w a 75 00°\ 7 © TRENCH BACKFILL PER SECTION-306. oj Op°0 QO0 0_0 Vp o VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww LO a°>°° 16 6" MIN. \� a uN—i \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH STABILITY (PER SECTION-304). ZE a \ SIDE j 0- / UNDISTURBED SOIL (TYP). NOTE B � 11 NEW PAVEMENT AND BASE. \\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10 OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 77 REVISIONS SECTION 307). 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 17 ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON 0 TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFILL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. /2 wmAt nissioN RNC 08/01/Ol/23 REV 1 PF 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:TWINID 0898GA 02 DIGllIfIC TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS 0 Dig Line,Inc. 9 13 9 13 13 Bll Or 800-342-1SBS 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 T W I N I D_0898GA_02 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 WIDTHS ARE OMINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MI MI 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. 0 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 12/30/22 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 08/01/23 REV i PF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NITS OF NO. TFSD- 3 0 3 SIZE D SHEET: NITS FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TWINID 0898GA 02 DIGUnf. SD-304 GRAVEL ACCESS ROAD 0 Dig Line,Inc. 811 or 800-342-ISBS W/2 W/2 3- TWINID 0898GA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. O YY12 W/2 3' TYPE 2 N.T.S. 0 IY W/2 W/2 I 's;- -0..R Ck 0-- 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND O IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 12/30/22 INITIAL SUBMISSION RNC APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 08/01/23 REV I PF DRY DENSITY, --- 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING r FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TWINID 0898GA 02 DIGWIC TFSD-306 UTILITY TRENCH Ca1/BeforeYo�og Dig Line,Inc. 811 or 800-342-1SBS 2 1 TWINID 0898GA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 G d O Gd 8 EXISTING CITY UTILITY �7 EXISTING CITY UTILITY LEGEND 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. I L 5 0 N 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. 7O MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 08/0u23 REV-i PF REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A -- 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TWINID 0898GA 02 DIGl nf. SD-307 BORING AND JACKING DETAILS 0 Dig Line,Inc. 811 or 800-342-1SBS 4 TWINID 0898GA 02 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 B 6 6 3 18" 24" �D SKID DETAIL LEGEND SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 1 3 ENGINEER. 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A—A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 2015 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR CONSTRPUBLIC UCTIONWORKS DETAILS N0 S D-3 0 7 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TWINID 0898GA 02 DIGufW TFSD-801 TYPICAL CURB AND GUTTER SECTION 0 Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH Bll Or 800-342-1SBS ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_02 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. 12/30/22 INITIAL SUBMISSION RNC © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 08/01/23 REV 1 PF H STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. -- ---- ---- OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE -- --2018 -- APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TWINID 0898GA 02 DIGunc. TFSD-802 TYPICAL RURAL STREET SECTION Cd eYO.-6Tv Dig Line,Inc. 811 or 800-342-1585 STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWINID_0898GA_02 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S OP COP R 5 � 3 e SL E S f v P\E 3: �I 3 1 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 Iz/01/23 INITIAL REV 1 SUBMISSION_ RNc DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. os/ov2 Rev PF 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: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TWINID 0898GA 02 DIGunc. TFSD-803 TYPICAL PAVED ALLEY SECTION &7r—s ieYO.-6Tv Dig Line,Inc. 811 or 800-342-1585 R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5"FF,, 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINI TWINN F FALLALLS,,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 2 8" THICK CONCRETE 2% RIBBON CURB O O O O O 4" OF 3/4" MINUS ^O R� tr)°��o0 Q�O� Q� ° Q� CRUSHED GRAVEL a fv� fv� (VT✓ fv� (V�/ }v'� (v�/ fv�/ O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH 2 F/L 3" BELO OWN AND EDGE MEM 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. 12/30/22 INITIAL SUBMISSION RNC OD 08/01 MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF _--- /23 RE V 1 PF 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 D150FD16 FILE NAME:TWINID 0898GA 02 DIGllIfIC TFSD-805 STANDARD CUL-DE-SAC 0 Dig Line,Inc. Bll or 800-342-1SBS ** FOR FIRE ACCESS ROAD SEE TFSD-305 TWINID 0898GA 02 TWIN FALLS,ID :' GV(�� `<,• 1 MATERIAL DESCRIPTION QTY ACTUAL a` k6 5 >} Rqp/ps 2 1 . 3 \. :•� 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 OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I :> DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. OE MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 3X STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R/W WIDTH TYPE OF USE. SEE SECTION-700. OH STREET CORNER RADII 20` MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND --- APPROACH STREET CURB IS TANGENT WITH CUL-DE-SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT-OF-WAY LINE. TILSON STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR On a Mission MINIMUM LAYER THICKNESS (INCHES) T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.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 12/30/22 INITIAL SUBMISSION RNC TOTAL 10.5 23.0 26.0 08/01/23 REV 1 PF 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:TWINID 0898GA 02