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HomeMy WebLinkAboutTWINID_0898GA_09_REV2-compressed (1) DFN NAME : TWINID 0898GA 09 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID wum%." S SGAPROM RV ,+,• �•� +' 1� �: '�� Lr lea,... ' �fw�4 DE A Ab ., , i � ru .J r ::� G� - �` +J� ��. �j' a r�` � t� - � 1 •� ..i' +r + �� J 7 �„r '� _ .tom• 1 � � � +t .��'' TDS wa u r - . s �. d : P_ OPI -4 �.._. . ,. � _ - Falls Am FaltisTWIN FALLS,ID 09 • �. • ♦ �Q; 'C 1 _ � ,r • ♦ it - � ml �a .�a n La t ue a� _. - t � �rMATERIAL DESCRIPTION QTY ACTUAL - � 46 L J 11 N- 69 ? j . • 1p z ilia � i e, Dr0 To ` G _ V% � •. T — —01 01 ij;Cj 1 qq- AL 1'im3cc�!nc r -�Q ,. ��• , fir`. .. 0 �' � . . • '• �� ewi ._ • ,� TD� a • . 3 . 0 �C -. - F E r Ave -=-- • = _' '' ' ' b '� oo �• TILSON I� - b ' s IL 40 Dr OL PERMIT ■ JURISDICTION . • SHEETS: / / UNDERGROUNDNEW iSHEETS: C01 -C20 EXISTING UNDERGOUND III Z'11111111111 • FILE NAME:TDS . ,... 0. ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_09 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-C20 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 I" 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 04/12/23 INITIAL SUBMISSION RNC . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 07/19/23 REV NV E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 09/19/23 REV AILS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 440��' E08 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898GA 09 ® DOLM. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 09 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 TILSON M CV On a Mission 0 Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 InPoOttlsontech.com OJoshua Camacho Network SpecialistI-OSPEngineering 719-679-2507 OTHER o REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 07/19/23 REV 1 NV 09/19/23 REV 2 AILS Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE SIZE B SHEET: NTS o Todd Naylor NS-1-Route Acquisition 541-797-0539 Q SIZE D SHEET: NTS SHEET BOl OF B03 0 0 7 FILE NAME:TDS TWINID 0898GA 09 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 04/12/23 TWINID 0898GA 09 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 LATERAL 39 07/19/23 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. REV 2 - UPDATED LATERAL 39 / REDESIGN 09/19/23 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 a 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 oa/t2/23 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 07/19/23 REV t NV THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH 09/19/23 REV 2 AILS WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 0 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT U PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT SCALE o HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS Q INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. co SHEET B02 OF B03 0 0 7 FILE NAME:TDS TWINID 0898GA 09 SYMBOLS KEY ® DMunM., EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONOUITSCHEDULE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT z z zi z R(3) DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT U/e U/e DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—— —— —— DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —0IL 0IL DIRECTIONAL BORE CONDUIT —DB —DB— S" DIRECTIONAL BORE 1 1.2S' DIRECTIONAL BORE MULTIPLE CONDUIT —DH— -�DB— DB(2)L25"101RECTIONALBORE 2 1.25' TWINID 0898GA 09 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE IF DROP FIBER DB DB(3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID - - �nB� 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 EOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L-O— TRANSFORMER(TRA) I I GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL ggG B8G WATER VALVE(WV) C12 TERMINAL C12 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) � CAPPED CONDUIT SEWER MANHOLE(SMH) M TIE-IN/CONDUIT COUPLER T I L S O N M STORM DRAIN MANHOLE(DMH) N On a Mission 0 CATCH BASIN(CB) EXISTING COMM LINE , T: (207)591-6427 F: 772-3427 InPoOttlaontech.coh.co m z CULVERT(CUL) >—< EXISTING GAS LINE G O REVISIONS 0 GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL O 04/12/23 INITIAL SUBMISSION RNC GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD 07/19/23 REV 1 NV GAS METER(GM) U EXISTING SEWER LINE SS o9n- REV 2 AILS J UNKNOWN MANHOLE(UMH) OU EXISTING WATER LINE -- — UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898GA 09 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE 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 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE _ MATCH TO SHEET #CO3 GAS LINE w WATER MAIN SEWER SD— STORM DRAIN I L.'200' Zl —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y lUl TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE G 2+59 PLACE NEW ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 TIER 8 HH AT TRAFFIC SIGNAL GAS METER 042.57455591,-1 14.44561929 ❑TS ACCESS POINT ID:#3000-004-1 © COMM MANHOLE ® WATER VALVE \ GR/GB:N/ISO:N COMM HANDHOLE HYDRANT fY OPTITAP:10/90 - ® COMM PEDESTAL Q WATER METER 10'UTILITY EASEMENT O DRAINAGE MANHOLE 0 UTILITY POLE TWIN FALLS COUNTY ® CATCH BASIN CULVERT DOC#:0000441856 L i LATERAL-39 r � 10 ' m C 9 C 8 Cub U REV 1- .• ADDED LATERAL-39 L:300 C 3 C04 C 5 REV M \ SHIFTED FIBER AWAY FROM CANAL/UPDATED LATERAL 39 w C 1 CO2 C12 3 PATH/UPDATED HH IDS/ADDED LATERAL CONNECTING STADIUM I T BLVD TO OPTITAP 2 C13 wau W 14 �C15 L:259' DB(1)1.00" , LO CLI C17 ' ' — r A 2+69/G 0+00 PLACE NEW cl I � s' 14"OX24"AXS 400 TIER 8 HH AT A 3 042.57411285,-114.44597970 L. A 5+73 PLACE NEW Z U ACCESS POINT ID:#3000-004 DB(1)1.25" A 1+99 14"OX24"AXS 400 TIER 8 HH AT REV 2- GR/GB:Y/ISO:Y 042.57410970,-114.44485392 0 SHIFTED CONDUIT TO CROSS — Q STADIUM BLVD WEST OF SUNRISE A 1+g3 L:194' ACCESS POINT ID:#3000-005 L:41' O BLVD N/ADDED LATERAL G 0+" DB(1)1.25" GR/GB:N/ISO:N FDB(1)1.00" NORTH OF STADIUM BLVD L:269' � M/21 DB(1)1.25" � I PREPARED FOR: ,u N J A 2+75 —W ETILSON T:(207(591-6427 F:(207)772-3427 R/W _ info@filsonfech.com AO+00 A 1+41 R/W -- EXISTING AXS 500 HH AT I �� R/W REVISIONS 042.57398072,-1 14.44681540 DATE DESCRIPTION INITIAL � � IF PLANNED STRUCTURE 04/12/23 INITIAL SUBMISSION RNC I�(SEE DFN:TWINID_0898GA_02) 007/19/2/19/23 NV 3 REV 1 REV 2 NV IS NOT YET INSTALLED, _ _ CONTRACTOR WILL INSTALL STRUCTURE. ��_ a SEE DETAIL#3000-003 SCALE GR/GB:N/ISO:N \ SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C01 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C04 GAS LINE w WATER MAIN DB SS SEWER R/W SD STORM DRAIN —n E POWER LINE IL L2+07 PLACE NEW ELECTRIC HANDHOLE QELECTRIC VAULT 14"OX24"AXS 400 TIER 8 HH AT lb L:207' 042.57486402,-1 14.44295752 ELECTRIC METER ELECTRIC CABINS m ice' DB(1)1.25" ACCESS POINTID:#3000-007.1 ® ELECTRIC MANHOLE �y GR/GB:Y/ISO:Y LIGHT POLE lUl TRANSFORMER !� A 14+72/L O+OOPLACE NEW 4 OS SEWER MANHOLE © GAS MANHOLE 14"OX24"AXS 400 TIER 8 HH AT I I ® SEWER VALVE ® GAS VALVE 042.57486485,-114.44372625 ACCESS POINT D:#3000-007 ❑n TRAFFIC SIGNAL GAS METER GR/GB:Y/ISO:Y I Y O C COMM MANHOLE WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL l91 WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT m �3 10 m A u L:429' (V O DB(1)1.25" C 4 C 8 C 6 U i U # C 3 C04 C 5 w w C 1 CO2 C12 = I � _ ,, , '^ _ _ I + 2,^ � C13 wauw 14 'C15 0 Q oCl 7 � .I � t z \ U Z U O A 7+27 A 8+84/B 0+00 PLACE NEW B 2+04 PLACE NEWp Q A 7+42 22"(OX21"AXS 500 HH AT 14"OJX24"AXS 400 TIER 8 HH AT B 3+93 PLACE NEW 042.57408481,-114.44371189 L:204' 042.57408481,-114.44295551 L:47' CC L:155' ACCESS POINT ID:#3000-006 DB(1)1.25" ACCESS POINT ID:#3001-001 L.189 DB(1)1.00" 14"OJX24"AXS 400 TIER 8 HH AT G DB(1)1.25" 042.57408678,-1 14.44225277 DB(2)1.25" GR/GB:Y/ISO:Y GR/GB:N/ISO:N ACCESS POINT ID:#3001-002 PREPARED FOR: GR/GB:N/ISO:N ' ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com _ M M REVISIONS R/W R/W _ R W_ DATE I DESCRIPTION INITIAL 3/n 3/f1 / R' 04/12/23 INITIAL SUBMISSION RNC 07/19/231 REV 1 NV 09/19/231 REV 2 1 AILS 15'UTILITY EASEMENT 2 PIPES TWIN FALLS COUNTY SCALE DOC#:0000743399 2 CARI Ff—C \ SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER Fly RNC CO2 OF C20 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C09 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN UPDATED HH IDS —E POWER LINE I [E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 3� F14+98PLACENEW ELECTRIC METER m ELECTRIC CABINET 14"S7UX24"AXS 400 TIER 8 HH AT ® ELECTRIC MANHOLE 042.5758501 1,-114.44445220 TRANSFORMER LIGHT POLE 10'UTILITY EASEMENT LATERAL-39 ACCESS POINT ID:#3000-004-14.2 TWIN FALLS COUNTY w GR/GB:N/ISO:N O SEWER MANHOLE © GAS MANHOLE DOC#:0000441856 \ ® SEWER VALVE ® GAS VALVE L.4G TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE + ' © COMM HANDHOLE HYDRANT PLACE NEW ^ 14"9JX24"AXS 400 TIER 8 HH AT ® COMM PEDESTAL `p WATER METER 042.57554167,-1 14.44562273 DO DRAINAGE MANHOLE 0 UTILITY POLE PL ACCESS POINT ID:#3000-004-3 ® CATCH BASIN CULVERT OPTITAP:10/90 to 3 N � u 0 C9 C8 Cb r 1 U • �i C 3 C04 C 5 sulk w C 1 CO2 C12 ill ui i umn 2 r C13 ws,.w9 14 C15 REV 1- ADDED LATERAL-3OF 9 200' Q C C17 L i4 T C18,1 8 Cd9 40 PLACE NEW PREPARED FOR: � R � 14"fdX24"AXS 400 TIER 8 HH AT � 042.57502553,-1 14.44562093 � ACCESS POINT ID:#3000-004-2 OPTITAP:10/90 I � ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 1 REVISIONS DATE I DESCRIPTION INITIAL REV 2- I 04/12/23 INITIAL SUBMISSION RNC SHIFTED FIBER AWAY FROM` I i CANAL/UPDATED LATERAL 39 0 REV 1 NV 09/19/23 PATH/UPDATED HH IDS /19/23 REV 2 AILS 747 SCALE ll�CNES SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO3 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET GAS LINE W WATER MAIN S SEWER 15'UTILITY EASEMENT —ID— sTGRMDRAIN REV 2- TWIN FALLS COUNTY E] ELECTRIC HANDHOEERLINQ ELECTRIC VAULT UPDATED HH IDS DOC#:1991008662 D 9+96 ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE D 12+52 OS SEWER MANHOLE © GAS MANHOLE D 11+23 PLACE NEW L:218 14"OX24"AXS 400 TIER 8 HH AT L:222 ® SEWER VALVE ® cAsvALVE F 16+89 PLACE NEW DB(1)1.00" 042.57584416,-114.44263964 DB(1)1.00" ❑TS TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 TIER 8 HH AT - ACCESS POINT ID:#3000-014-7 © COMM MANHOLE ® WATER VALVE 042.57584912,-114.44428050 GR/GB:N/ISO:N COMM HANDHOLE HYDRANT ACCESS POINT ID:#3000-004-14.3 © GR/GB:Y/ISO:Y ® COMM PEDESTAL l91 WATER METER O DRAINAGE MANHOLE C Q UTILITY POLE ® CATCH BASIN CULVERT r 10 r' + u Ln O 0C9 C8 C6 U U - C 3 C04 C 5 ui ui C 1 CO2 C 12 —n Lu ui �= I ��= C13 wo�.W9 14 TC15 IL O O C # C17 ' I I = C 8, Gl9 U tJ �1 3 Q Q ° PREPARED FOR: A 15+11 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 042.5749721 6,-1 14.44372127 ETILSON L:58' ACCESS POINT 0 TIER 8 HH A 16+13 PLACE NEW DB(1)1.00" GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT A 18+13 PLACE NEW L:200' - 042.57499174,-1 14.44335863 L:199' 14"GX24"AXS 400 TIER 8 HH AT DB(1)1.25" T:(207(591-6427 F:(207)772-3427 9. ACCESS POINT ID:#3000-009 042.57498747,-114.44261822 info@tllsontech.com 3 A 15+21 L:102' DB(1)1.25" v DB(1)1.25" GR/GB:N/ISO:N ACCESS POINT ID:#3000-010 REVISIONS GR/GB:N/ISO:N M/ DATE DESCRIPTION INITIAL L:39' 04/12/23 INITIAL SUBMISSION RNC yL� _ DB(1)1.25" 07/19/23 REV 1 NV 09/19/23 REV 2 AILS a s+21 W W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C04 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN —n E POWER LINE IL A 26+84 PLACE NEW ELECTRIC HANDHOLE Q ELECTRIC VAULT 14".5758 AXS 411 TIER 8 36 AT lb L:67' 14 OX24"2853, 00 TIER 8 HH 5 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:#3000-013 ® ELECTRIC MANHOLE �DB(1)1.00" TRANSFORMER GR/GB:N/ISO:N LIGHT POLE LJ SEWER MANHOLE © GAS MANHOLE • ® SEWER VALVE ® GAS VALVE "'�Alr 70 ❑n TRAFFIC SIGNAL GAS METER L 2 © COMM MANHOLE ® WATER VALVE f \ © COMM HA HYDRANT � ® COMM PEDESTAL Q WATER METER 40 - O DRAINAGE MANHOLE l-L�UTILITY POLE -/+ ® CATCH BASIN CULVERT I• 10 m (w O C4 C8 Cb w U C 3 C04 C 5 W A � C 1 CO2 C12 `z i unan ui 3 ��//•�� r C13 „s,.w9 14 C15 Vl L O CLI C17 ' r TWIN FALLS T CHRISTIAN C 8 Cd9 U ACADEMY �1 1 _ 40 CQ G I � PREPARED FOR: o L:477' ' DB(1)1.25" A 20+13/M 0+00 PLACE NEW A 22+07 PLACE NEW 14"(dX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT ETILSON 042.57498352,-1 14.44187390 042.57497724,-1 14.441 15490 T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:#3000-011 ACCESS POINT ID:#3000-012 info@tllsontech.com GR/GB:Y/ISO:Y GR/GB:N/ISO:N REVISIONS D I)I B(1)1.25" A 23+74 DATE DESCRIPTION INITIAL �= 0 /1 /23 INITIAL SUBMISSION RNC 07/19/23 REV 1 _NV 09/19/23 REV 2 AILS L:46' SCALE W SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C05 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�,-W rum A# 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_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE w WATER MAIN IS SEWER �a SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT of 4 ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE \ O$ SEWER MANHOLE © GAS MANHOLE - ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE r I © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER WF O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT :O 3 10 00 I C 9 C 8 C 6 w i C 3 C04 C 5 I t 1. w I ' C 1 CO2 C12 w w I umn L:429' DB(1)1.25" r C13 14 �C15 vai.w L O C # C17 ,o C 8 G19 CHURCH OF JESUS CHRIST PREPARED FOR: OF LATTER + DAY SAINTS w ETILSON •t, T:(207(591-6427 F:(207)772-3427 info@filsonfech.com • REVISIONS WP a� DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 REV 2 ALS SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C06 OF C20 1 NOTES: DIGL I NEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER \ LIGHT POLE LJ 2 A 34+48 O$ SEWER MANHOLE © GAS MANHOLE A 35+19 ® SEWER VALVE ® GAS VALVE EXISTING 400 TIER 8 HH AT ❑TS TRAFFIC SIGNAL GAS METER 042.57792202,-1 14.44079817 IF PLANNED STRUCTURE © COMM MANHOLE ® WATER VALVE (SEE DFN:TWINID_0898GA_06) © COMM HANDHOLE HYDRANT IS NOT YET INSTALLED, ® COMM PEDESTAL l�l WATER METER _ CONTRACTOR WILL INSTALL STRUCTURE. L:235' SEE DETAIL#3000-015 DB(1)1.25" QD DRAINAGE MANHOLE �)UTILITY POLE GR/GB:N/ISO:N ® �� CATCH BASIN CULVERT M/a M/N _ 10 0 — w C 4 008 C 6 U W — ^ W C 3 C04 C 5 1. W I �Lu C 1 Coe c12 1 YIA� R/W -- R/W \ R R C13 ws,.w 14 �C15 W T 1+99 / O \ L:137' 1 A 32+85 , DB(1)1.25" � C � C17 IT 3+08 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT C 8 Cd9 042.57753297,-1 14.44006492 Gi 1 u �� ACCESS POINT ID:#3000-014.1 L:172' GR/GB:Y/ISO:Y 40 CQ � DB(2)1.25" ■ R I PREPARED FOR: I 7k \ Z ETILSON o 0 D 2+15 PLACE NEW J _ T:(207(591-6427 F:(207)772-3427 14"OX24"AXS 400 TIER 8 HH AT info@filsonfech.com 042.57703402,-1 14.44131790 w ACCESS POINT ID:#3000-014-1 REVISIONS GR/GB:N/ISO:N A 31+13/D 0+00/T 0+00 PLACE NEW DATE DESCRIPTION INITIAL L.215 14"OJX24"AXS 400 TIER 8 HH AT 04/12/23 INITIAL SUBMISSION RNC L:187' D 0+g5 042.57700629,-114.44053397 07/19/23 REV 1 NV DB(1)1.25" DB(1)1.25 I ACCESS POINT ID:#3000-014 09/19/23 REV 2 AILS D 0+97 GR/GB:Y/ISO:Y SCALE EASTLAND DR N , — SIZE B SHEET:1"=50' MATCH TO SHEET #C 0 6 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C07 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu••uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE • E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE L.111' C R/W ® LIGHT POLE TRANSFORMER W DB(1)1.00" F 10+50 L:_ F 9+44/F 10+23 \ • I / � 112' OS SEWER MANHOLE © GAS MANHOLE 2 PIPES • DB(1)1.25" ® SEWER VALVE ® GAS VALVE 2 CABLES F 10+78 �� D 15+77 PLACE NEW 15'UTILITY EASEMENT I ❑T5 TRAFFIC SIGNAL GAS METER L:103' F 1 1+09 14"OX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY © COMM MANHOLE ® WATER VALVE DB(1)1.25" 042.57673889,-114.44311975 DOC#:1991008662 L:500' ACCESS POINT ID:#3000-014-10 D 6+72 PLACE NEW © COMM HANDHOLE HYDRANT GR/GB:N/ISO:N lal 14"OX24"AXS 400 TIER 8 HH AT ® COMM PEDESTAL `p WATER METER 042.57673133,-1 14.44216220, QD ACCESS POINTID:#3000-014-4 DRAINAGE MANHOLE )UTILITY POLE F 11+24 PLACE NEW F 11+54 I [[D �� 14"OX24"AXS 400 TIER 8 HH AT T� i I GR/GB:N/ISO:N CATCH BASIN CULVERT 042.57682886,-1 14.44390560 \ 1 c ACCESS POINT ID:#3000-004-13 F 12+15 \ GR/GB:N/ISO:N m I 15'UTILITY EASEMENT 10 ' TWIN FALLS COUNTY u L:107' DOC#:1991008662 1 9 C C 8 C 6 U op F 12+74 I m DB(1)1.00" DB(1)1.00" U C 3 C04 C 5 r REV 2- L:354' r wUPDATED HH IDS DB(1)1.25"� w C 1 CO2umn C12 D 14+71 PLACE NEW = C13 „s,.w9 14 C15 14"OX24"AXS 400 TIER 8 HH AT I — D 7+7g PLACE NEW L 042.57644657,-1 14.44312,512 I 14"OX24"AXS 400 TIER 8 HH AT O ACCESS POINT ID:#3000-014-9 I 042.57644099,-1 14.44216220 O C C17 ISO:N ACCESS POINT ID:#3 2 PIPES 7 GR/GB:N/ 000-014-5 L,.T I OPTITAP:TERMINATING F 13+37 I\ GR/GB:N _ y U F 14+78/J 0+00 PLACE NEW / L:130' 1 r V, C 8 C19 G1 1 14"OX24"AXS 400 TIER 8 HH AT / DB(1)1.00" �-:v ` Q 042.57622440,-1 14.44435560 / _ _ \ Q o C ACCESS POINT ID:#3000-004/ c -14 CC G GR/GB:Y/ISO:Y / DB Rd /� PREPARED FOR: D 13+41 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 042.57608907,-114.44311707 _ ACCESS POINT ID:#3000-014-8 vu_\ D 9+01 PLACE NEW T I L S 0 N --' GR/GB:N/ISO:N � 14"OX24"AXS 400 TIER 8 HH AT 042.57610325,-114.44216354 ACCESS POINT ID:#3000-014-6 T:(207(591-6427 F:(207)772-3427 \ GR/GB:N/ISO:N nfosfilsonfech.com REVISIONS 3 I Rik DATE I DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC z / \ 0 /19/23 REV 1 NV O 09/19/23 REV 2 AILS I ��• : / SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C08 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #Cll GAS LINE w WATER MAIN IS SEWER SD STORM DRAIN E POWER LINE OF I I I AP:10/90 - - 2 CABLES E] ELECTRIC HANDHOLE Q ELECTRIC VAULT - • I I F O+OO PLACE NEW lb ELECTRIC METER m ELECTRIC CABINET 14"O)X24"AXS 400 TIER 8 HH AT ELECTRIC MANHOLE 042.57697993,-1 14.44560620 R/W ® TRANSFORMER I 4 ACCESS POINT ID:#3000-004-6 LIGHT POLE M/8 GR/GB:N/ISO:N REV 2- Q SEWER MANHOLE © GAS MANHOLE M / UPDATED HH IDS SEWER VALVE GAS VALVE 1 10'UTILITY EASEMENT �� F 9400 PLACE NEW 14"S7UX24"AXS 400 TIER 8 HH AT ❑TS TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY / 042.57690165,-114.44440625 © COMM MANHOLE ® WATER VALVE DOC#:0000441856 I ACCESS POINT ID:#3000-004-12 © COMM HANDHOLE HYDRANT GR/GB:N/ISO:N ® COMM PEDESTAL Q WATER METER w L:200' \ OPTITAP:20/80 O DRAINAGE MANHOLE 0 UTILITY POLE L:39' ® CATCH BASIN CULVERT ... \ ; DB(2)1.25" LATERAL-39 / \ I I 10 'N I PLACE NEW u 14"OX24"AXS 400 TIER 8 HH AT 042.57648126,-1 14.44562575 co O C 9 C s C 6 _ I ACCESS POINT ID:#3000-004-5 3 _ GR/GB:N/ISO:N U OPTITAP:10/90 C 3 C04 C 5 II I w C 1 CO2 C12 3 — Lu �m n REV 2- \ UPDATED HH IDS C13 wauW 14 C15 V J L:26' J 1+32 PLACE NEW O C C17 3 mp DB(1)1.00" 14".5762 AXS 411 TIER 8 26 AT 042.57629748,-1 14.44482630 ir ACCESS POINT ID:#3000-004-14.1 C 8 Cd9 - GR/GB:Y/ISO:Y U Gi 1 REV 1- � \ � �1 ADDED LATERAL-39 \ ` L:105' L 27' o � DB(1)1.25" DB(2)1.25" CQC \ E 0+04 G i I L:200' \ ` PREPARED FOR: REV 2- 1 � - +00 SHIFTED FIBER AWAY FROM 14''SACE NEW AXS 400 TIER 8 HH AT \ �J 0+64 CANAL/UPDATED HH IDS 042.57603913,-114.44562433 ACCESS POINT ID:#3000-004-4 _ GR/GB:N/ISO:N ETILSON �W\ OPTITAP:10/90 \ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com L:138' REVISIONS DB(1)1.25" DATE I DESCRIPTION INITIAL / 0 /1 /23 INITIAL SUBMISSION RNC .MM 0 /19/23 REV 1 NV 097/19/23 REV 2 AILS / SCALE - SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C09 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN _ —E POWER LINE • E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ' ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE — ❑n TRAFFIC SIGNAL GAS METER ' I I © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL l91 WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN �<CULVERT \\M/a------ 10 N w w , u w— R/W O C4 C8 C6 U I w U � C 3 C04 C 5 - W R/W w I E 0+49 - - w C 1 CO2 C 12 Lij L:34' E 2+93 PLACE NEW W umn E 0+46 L:293' - DB(1)1.00" 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" 042.57758161,-114.44337190 = C13 va.w 14 C15 ACCESS POINT ID:#3000 004-9.1 GR/GB:Y/ISO:Y O REV 2- O C C17_" 3 L:47' UPDATED HH IDS F-- U x OPTITAP:15/85 �o F 9+50 PLACE NEW Q C 14"GX24"AXS 400 TIER 8 HH AT CC G 042.57727662,-114.44428230 I I I G ACCESS POINT ID:#3000-004-11 I PREPARED FOR: GR/GB:N/ISO:N REV 2- I ' UPDATED HH IDS - D 4+02 PLACE NEW 14"OX24"AXS 400 -1 TIER 8 HH 3 T I L S O N ACCESS POINT,-114.44201338 ACCESS POINT ID:#3000-014-2 GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 L:200' 'D 16+88 PLACE NEW D 5+01 PLACE NEW info@tllsontech.com 14"�dX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT D 4+42 REVISIONS L:221' 042.57704305,-1 14.44312512 042.57703895,-1 14.44238006 L;qp L:59' DATE DESCRIPTION INITIAL DB(1)1.25" ACCESS POINT ID:#3000-014-10.1 ACCESS POINT ID:#3000-014-3 DB(2)1 25" DB(1)1.25" GR/GB:Y/ISO:Y GR/GB:N/ISO:N 04/12/23 INITIAL SUBMISSION RNC F 8+92 07/19/23 REV 1 NV F 8+98 15'UTILITY EASEMENT 09/19/23 REV 2 AILS TWIN FALLS COUNTY DOC#:1991008662 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C10 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE w WATER MAIN SS SEWER — - SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y REV 1- I lUl TRANSFORMER ADDED LATERAL-39 LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE a F 2+79 PLACE NEWS• 3 'C COMM HANDHOLE HYDRANT 14"OX24"AXS 400 TIER 8 HH AT I j ® COMM PEDESTAL Q WATER METER 042.57759509,-1 14.44581550 REV 2- J z DO DRAINAGE MANHOLE C-0)UTILITY POLE ACCESS POINT ID:#3000-004-7 UPDATED HH IDS L / Z ® CATCH BASIN CULVERT GR/GB:Y/ISO:Y M/N -0 M/a O a - M/8 M/ .2 W yy W W 10 u W W W �, �— W r C 4 C 8 C 6 C 3 C04 C 5 b F 6+43 C 1 CO2 C12 L:300' DB(1)1.25" w umn 2+24/F 3+34 OPTITAP:10/90 L:55' OPTITAP:10/90 C13 „a„w 14 C15 DB(2)1.25" L:94' F 4+28 PLACE NEW E 0+00/F 2+18 PLACE NEW V) DB(1)1.25" 14"GX24"AXS 400 TIER 8 HH AT �L I 2 CABLES 14"OJX24"AXS 400 TIER 8 HH AT 042.57758193,-114.44445670 O C C17 042.57758679,-114.44526200 ACCESS POINT ID:#3000-004-9 ACCESS POINT ID:#3000-004-8 GR/GB:Y/ISO:Y L:500' GR/GB:N/ISO:N = ,C 8 C19 T L:224' _ L:.2 .. «y.,. DB(1)1.25" o DB(1)1.25" 0 W Q _L:200' REV 1- ADDED LATERAL-39 PREPARED FOR: a F 1+08 PLACE NEW T I L S O N i 14"�dX24"AXS 400 TIER 8 HH AT LATERAL-3 9 , M 042.57727958,-1 14.44445670 10'UTILITY EASEMENT ACCESS POINT ID:#3000-004-10 o T:(207(591-6427 F:(207)772-3427 TWIN FALLS COUNTY GR/GB:N/ISO:N 3 info@tllsontech.com DOC#:0000aa18s6 ' REVISIONS I a DATE I DESCRIPTION INITIAL • Z I 04/12/23 INITIAL SUBMISSION RNC — 3 0 I 12 07/19/231 REV 1 NV f 09/19/231 REV 2 AILS Mob SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C1 1 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER •u••u•u•.•••. FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE SS WATER MAIN — SS SEWER SD— STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L.123' M 1+69 PLACE NEW lb ELECTRIC METER m ELECTRICCABINET DB 1 1.25" - - - ® ELECTRIC MANHOLE �y 14"OX24"AXS 400 TIER 8 HH AT lUl 042.57485735,-114.44141620 LIGHT POLE TRANSFORMER ACCESS POINT ID:#3000-011.2 M 0+46 PLACE NEW $ SEWER MANHOLE G GAS MANHOLE 14"OX24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:Y 042.57485612,-1 14.44187122 ® SEWER VALVE GAS VALVE® ACCESS POINT ID:#3000-011.1 ❑ T$ TRAFFIC SIGNAL G GAS METER GR/GB:N/ISO:N I © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER - V m \ O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT � • 1 fV u O � �C4 C8 Cb C 3 C04 C 5 I.I..I ~i C 1 CO2 C12 w ^ I •. _r I C13 ws,.w9 14 IL C15 O C C17" 2 9 U B 6+08 PLACE NEW 1 \ C 8 C1 �1 1 14"OX24"AXS 400 TIER 8 HH AT 042.57408584,-1 14.44145349 ACCESS POINT ID:#3001-003 I o G S 1+43 PLACE NEW R/GB:N/ISO:N L:215' 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" L:59, 042.57389169,-114.44115985 PREPARED FOR: DB(1)1.25" ACCESS POINT ID:#3001-004.1 GR/GB:Y/ISO:Y • ' -- M/ B 6+67?I _ � LATERAL-35 ETILSON L:64' T:(207)591-6427 F:(207)772-3427 D B(2)1.25" /W info@filsonfech.com ---�-'M. REVISIONS DATE I DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC - - 07/19/23 REV 1 NV B 7+31 /C 0+00/S 0+00 PLACE NEW 09/19/23 REV 2 AILS 2 PIPES AXS 400 TIER 8 HH A It ---- ---- ---- 2 CABLES O42.57392762,-114.44168630 ACCESS POINT ID:#3001-004 L:79 L:54 M�a M SCALE GR/GB:Y/ISO:Y DB(1)1.25" DB(1)1.00" o - SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE 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 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO1 GAS LINE w WATER MAIN IS SEWER — — STORM DRAIN E POWER LINE OPTITAP:10/90 ELECTRIC HANDHOLE Q ELECTRIC VAULT H 0+00 PLACE NEW ELECTRIC METER m ELECTRIC CABINET 14"OX24"AXS 400 TIER 8 HH AT ® ELECTRIC MANHOLE _ 042.57361121,-114.44454748 TRANSFORMER REV 2- ACCESS POINT ID:#3001-004-4 GHTPOLE SHIFTED CONDUIT WEST OF I GR/GB:Y/ISO:Y OS SEWER MANHOLE © GAS MANHOLE MOUNTAIN VIEW DR/ L:200' L:145' ® SEWER VALVE ® GAS VALVE — ADDED STUB/ADDED 3 AXS TIER 8 HHS ALONG WEST SIDE DB(1)1.25" TRAFFIC SIGNAL GAS METER OF MOUNTAIN VIEW DR I © COMM MANHOLE ® WATER VALVE OPTITAP:10/90 © COMM HANDHOLE HYDRANT H 1+45 PLACE NEW ® COMM PEDESTAL `p WATER METER 14"OX24"AXS 400 TIER 8 HH AT O DRAINAGE MANHOLE 0 UTILITY POLE 3 042.57360503,-1 14.44508530 ACCESS POINT ID:#3002-004-5 ® CATCH BASIN ��CULVERT � 15'UTILITY EASEMENT GR/GB:N/ISO:N , TWIN FALLS COUNTY L:53'r DOC#:0000536412 DB(1)1.25" 10 L:300' u PLACE NEW C 4 C 8 C 6 Ld 14"OX24"AXS 400 TIER 8 HH AT +" 042.57345886,-1 14.44508800 U w ACCESS POINT ID:#3002-004-6 C 3 C04 C 5 GR/GB:N/ISO:N wC 1 CO2 C 12 unan L:118' ui r n DB(1)1.25" �I T C13 i.w 14 �C15 O C # C17" H 3+16/H 4+48 C S Cd9 1 L:66' 0 w DB(2)1.25" Q \ L:146' L:24' 2CABLES DB(1)1.25" DB(1)1.00" L:191' PREPARED FOR: H 3+82 PLACE NEW L:500' DB(1)1.25" } 14"(dX24"AXS 400 TIER 8 HH AT � 042.57295518,-1 14.44508940 a- ACCESS POINT ID:#3002-004-7 GR/GB:N/ISO:N I 14"OX24"AXS 400 TIER 8 HH AT 10/90 r OPTITAP: I OTILSON� 042.57313409,-114.44454850� da ACCESS POINT ID:#3002-004-8 REV 2- 3 I GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 w info@filsonfech.com ' \ ADDED OVERLAPPING CONDUIT z REVISIONS 635 z DATE DESCRIPTION INITIAL O 04/12/23 INITIAL SUBMISSION RNC 3� 0 /19/23 REV 1 NV 09/19/23 REV 2 AILS w SCALE paSIZE BSHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C20 1 NOTES: DIGL I NEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE OPTITAP:10/90 \ E ELECTRIC HANDHOLE Q ELECTRIC VAULT L:187' m B 10+30 PLACE NEW DB(2)1.25" ELECTRIC METER m ELECTRIC CABINS 15'UTILITY EASEMENT OPTITAP:10/90 14!'OX24"AXS 400 TIER 8 HH AT ® ELECTRIC MANHOLE TRANSFORMER TWIN FALLS COUNTY OPTITAP:10/90 042.57363689,-114.44238428 w 2 CABLES LIGHT POLE PLACE NEW ACCESS POINT ID:#3001-004-1 DOC#:0000536412 PLACE NEW GR/GB:Y/ISO:Y L:4OO' $ SEWER MANHOLE ( GAS MANHOLE 14"OSX24"AXS 400 TIER 8 HH AT 14"f 5735 AXS 41 1 TIER 8 15 AT O O 042.57359541,-114.44311520 B9+17 SEWER VALVE GAS VALVE L:200' 042.57360331,-114.44383670 L:300 ACCESS POINT ID:#3001-004-2 L:300' ACCESS POINT ID:#3001-004-3 GR/GB:N/ISO:N 3/n TRAFFIC SIGNAL GAS METER 3/ GR/GB:N/ISO:N 7�n © COMM MANHOLE ® WATER VALVE U/E © COMM HANDHOLE HYDRANT L:186' 3/ `3/n � DB(1)1.25" ® COMM PEDESTAL Q WATER METER L:11.3' O DRAINAGE MANHOLE 0 UTILITY POLE �DB(1)1.25' L.400' ® CATCH BASIN CULVERT Ld C C 10 u M I 15'UTILITY EASEMENT Ln TWIN FALLS COUNTY C 4 C 8 C 6 DOC#:0000743399 +" C 2+99 C 3 C04 C 5 w �- M/ --w C 1 CO2 C12 Uium n T MIS M 2 C13 1 auW 4 C15 3/n t Q Q c C I'V" R/W ~ f U/E C 8 9 U 1 K' _ OPTITAP:TERMINATING OPTITAP:10/90 L:37' L:300, L:284' H 9+81 I PREPARED FOR: DB(1)1.00" DB(1)1.25" PLACE NEW H 7+84 PLACE NEW 14"OJX24"AXS 400 TIER 8 HH AT 14"OJX24"AXS 400 TIER 8 HH AT I' REV 2- 042.57299319,-1 14.44195942 042.57312816,-114.44383900 UPDATED HH IDS ACCESS POINT ID:#3002-004-15 ACCESS POINT ID:#3002-004-9 I Tr GR/GB:N/ISO:N T I L S O N GR/GB:N/ISO:N 15'UTILITY EASEMENT TWIN FALLS COUNTY ' OPTITAP:15/85 DOC#:0000743399 m 15'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 w " TWIN FALLS COUNTY info@filsonfech.com DOC#:0000743399 REVISIONS H 10+68 PLACE NEW I r I DATE I DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 14"OJX24"AXS 400 TIER 8 HH REV 2- 07/19/23 REV 1 NV 042.57288421,-114.44311100 00 I UPDATED HH IDS + I I 09/19/23 REV 2 AILS_ ACCESS POINT ID:#3002-004-10 _ GR/GB:Y/ISO:Y II ---- ---- ---- 11 SCALE L:300' 1 SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER Fly RNC C14 OF C20 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE 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 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE W WATER MAIN SS SEWER \� SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT IFI ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE . I O SEWER MANHOLE © GAS MANHOLE Ji / ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT OPTITAP:10/90 c C 3+73 PLACE NEW C 4+50 m 10 14"0X24"AXS 400 TIER 8 HH AT 042.57332981,-114.44168670 ACCESS POINT ID:#3001-005 DB(1)1.25" C 4+91 PLACE NEW C 4 C 8 C 6 GR/GB:N/ISO:N 14"GX24"AXS 400 TIER 8 HH AT U L:300' 042.57331578,-1 14.44128293 C 3+95 ACCESS POINT ID:#3001-006 C 3. C04 C 5 GR/GB:N/ISO:N - W d- I C 1 Coe C12 LLI 7.5'UTILITY EASEMENT um•` M TWIN FALLS COUNTY C13 wa DOC#:2006019597 u w 14 C15 (n • • • C 5+25 Oi _ ` C # C17" W _ — • ; U L:116' I 1 DB(1)1.25" C I F 0 G C 5+70 mOPTITAP:10/90 PREPARED FOR: C 6+07 PLACE NEW 14"OJX24"AXS 400 TIER 8 HH AT I 042.57301409,-1 14.44131522ry ACCESS POINT ID:#3001-007 I — GR/GB:N/ISO:N mill 1 r Mole ETILSON a T:(207(591-6427 F:(207)772-3427 r+ • info@filsonfech.com - _ + " REVISIONS • LATERAL-35 A DATE DESCRIPTION INITIAL ri A _ F 04/12/231 INITIAL SUBMISSION RNC 07/19/231 REV 1 NV 09/19/231 REV 2 1 AILS L:145' SCALE y m �► SIZE B SHEET:1"=50' MATCH TO SHEET #C 17 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C15 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 14 GAS LINE w WATER MAIN — SS SEWER I - — — STORM DRAIN �\ .� —E POWER LINE lb / L:ZOO' ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET I U ® ELECTRIC MANHOLE lUl TRANSFORMER c V LIGHT POLE I m p PLACE NEW OS SEWER MANHOLE © GAS MANHOLE \ o 14"OJX24"AXS 400 TIER 8 HH AT ® SEWER VALVE ® GAS VALVE v / 042.57260767,-114.44196030 / (� I Z / T$ O AC TRAFFIC SIGNAL G GAS METER / CESS POINT ID:#3002-004-14 1 U GR/GB:N/ISO:N C COMM MANHOLE WATER VALVE COMM HANDHOLE HYDRANT I OPTITAP:30/70 ® COMM PEDESTAL Q WATER METER R�14 O DRAINAGE MANHOLE 0 UTILITY POLE II ® CATCH BASIN CULVERT REV 2- I UPDATED HH IDS c 10 m m u � C8 Cb � 'UTILITY EASEMENT PLACE NEW C4 OPTITAP:15/85 I IN FALLS COUNTY 14"OX24"AXS 400 TIER 8 HH AT I U DOC#:0000743399 042.57220077,-1 14.44214830 TT ih C 3 C04 C 5 PLACE NEW ACCESS POINT ID:#3002-004-13 L 14"OJX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N r C 1 C12 042.57220473,-114.44310830 I I1J CO2 ume ACCESS POINT ID:#3002-004-11 3/n ( I u GR/GB:N/IS N �= r C13 4 'C15 0-0 C c17 OPTITAP:20/80 L:300' 1-- r PLACE NEW m 14"OX24"AXS 400 TIER 8HHAT 3/n C 8 i9 042.57220077,-1 14.44242700 ACCESS POINT ID:#3002-004-12p GR/GB:N/ISO:N C G PREPARED FOR: ETILSON IMMANUEL LUTHE �\� T:(207(591-6427 F:(207)772-3427 SCHOOL info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL • m 1 W 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV R/W R 09/19/23 REV 2 AILS \ -UA ---- ---- ---- SCALE 2055 'r SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT OPTITAP:10/90 ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE C 7+52 PLACE NEW 0 TRANSFORMER 14"OX24"AXS 400 TIER 8 HH AT LaJ LI GHT POLE LJ 042.57261707,-1 14.44131388 \ ACCESSPOINTID:#3001-008 � + p $ SEWER MANHOLE (�' GAS MANHOLE GR/GB:N/ISO:N } ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER Zl COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `l WATER METER ' i O DRAINAGE MANHOLE 0/UTILITY POLE RI�/ ® CATCH BASIN �\CULVERT _� I m / � R/W \ L:172' u DB(1)1.25" / / C 4 C 8 C 6 U R/W R/W C 3 C04 c 5 Lu R 0+46 PLACE NEW A I DB(1)1.00" T —� C 1 CO2u�n C12 LU 14"OX24"AXS 400 TIER 8 HH AT \ 042.57214742,-1 14.44153336 T C13 v a„w 14 C 15 ACCESS POINT ID:#3001-009.1 GR/GB:Y/ISO:Y OPTITAP:10/90 a O I C 9+24/R 0+00 PLACE NEW 1 CLI C10-0 l 14"OX24"AXS 400 TIER 8 HH AT 042.57214565,-1 14.44136426 1 1l (if ACCESS POINT ID:#3001-009 r c 8 u�iq 91 U GR/GB:Y/ISO:Y f Gf Q \ I T 10 C I j 10'UTILITY EASEMENT DB(1)1.25" TWIN FALLS COUNTY +` DOC#:2006019597 PREPARED FOR: � L:200' � J/E / L:164' DB(1)1.25" ETILSON m T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS \ LATERAL-35 DATE I DESCRIPTION INITIAL \ 04/12/231 INITIAL SUBMISSION RNC 07/19/231 REV 1 NV \� — 09/19/231 REV 2 ALS SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C16 GAS LINE 'S WATER MAIN — SS SEWER SD STORM DRAIN � PLACE NEW E POWER LINE r 14'OX24'AXS 400 TIER 8 HH AT E] ELECTRIC HANDHOLE Q ELECTRIC VAULT I 042.57166548,-1 14.44310830 lb ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:#3001-017 T 0 ® ELECTRIC MANHOLE IGR/GB:N/ISO:N 3 C 20+16 PLACE NEW LIGHT POLE TRANSFORMER 14"OX24"AXS 400 TIER 8 HH AT I OPTITAP:TERMINATING 042.57153930,-114.44247551 OS SEWER MANHOLE © GAS MANHOLE ACCESS POINTID:#3001-014.2 ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:Y I ❑n TRAFFIC SIGNAL GAS METER C � © COMM MANHOLE ® WATER VALVE m - © COMM HANDHOLE HYDRANT I L:200' COMM PEDESTAL WATER METER 10'UTILITY EASEMENT O DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY DOC#:2006019599 ® CATCH BASIN CULVERT 7.5'UTILITY EASEMENT \ TWIN FALLS COUNTY DOC#:2006019599 I I 10 L U oll IC4 C8 C6 , U I o C 3 C04 C 5 — C 18+71 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT Lu C 1 CO2 C12 m 042.571 14129,-1 14.44247957 ui OPTITAP:30/70 ACCESS POINT ID:#3001-014.1 PLACE NEW I GR/GB:N/ISO:N V I i C13 __ 14 C15 14"OX24"AXS 4001 8 HH AT + 042.57119734,-114.44311100 O CLI C17 AhYJEL LUTHERAN ACCESS POINT ID:#3001-016 L:139' L r URCH&CHILD GR/GB:N/ISO:N I � t' I DB(1)1.25" r DEVELOPMENT CENTERowl. = C 8 49 I L:219' U DB(1)1.25, L A r C0 I 3 Q rr C 17+97 3 C 200' C 17+80 PREPARED FOR: 3/fl � M/8 e m I OPTITAP:20/80 T I L S O N P 3+86 PLACE NEW T:(207(591-6427 F:(207)772-3427 I 14"OX24"AXS 400 TIER 8 HH AT A info@tllsontech.com 042.570731 17,-1 14.44310560 1 REVISIONS ACCESS POINT ID:#3001-015 �• DB GR/GB:Y/ISO:Y �_ DATE I DESCRIPTION INITIAL U U/E 04/12/23 INITIAL SUBMISSION RNC r. C 17+32/P 0+00 PLACE NEW 07/19/23 REV 1 NV 14"OX24"AXS 400 TIER 8 HH AT L:200 09/19/23 REV 2 AILS � OPTITAP:30/70 042.57077728,-114.44242726 L:169' ---- ---- ---- ACCESS POINT ID:#3001-014 DB(1)1.25" SCALE P 0+20 GR/GB:Y/ISO:Y SIZE BSHEET:1"=50' MATCH TO SHEET #C20 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C18 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C17 GAS LINE w WATER MAIN — SS SEWER Q 0+46 SD STORM DRAIN L:103' OPTITAP:15/85 —E POWER LINE DB(1)1.25" C 10+88/Q 0+00 PLACE NEW I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"OX24"AXS 400 TIER 8 HH AT ELECTRIC METER m ELECTRIC CABINS Q 1+03 PLACE NEW 042.57169557,-114.44136140 ELECTRIC MANHOLE 14"OJX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#3001-010 LIGHT POLE lUl TRANSFORMER (= 042.57153930,-1 14.44153019 GR/GB:Y/ISO:Y \ �M ACCESS POINT D:43001-010.11 T Tallh OS SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N r} L:200' ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER 1 © COMM MANHOLE ® WATER VALVE 9'_lip COMM HANDHOLE HYDRANT L:15 W DB(1) 25" ® COMM PEDESTAL `l�l' WATER METER 10'UTILITY EASEMENT • QD DRAINAGE MANHOLE C-0)UTILITY POLE TWIN FALLS COUNTY ® CATCH BASIN CULVERT m o o DOC#:2006019599 ` L:146' I OPTITAP:10/90 A 10 ,N \ u DB(1)1.25" C 12+48 PLACE NEW 0 14"OJX24"AXS 400 TIER 8 HH AT �"I I 042.57125910,-1 14.44136046 c w C 4 C 6 C 8 U ACCESS POINT ID:#3001-011 m GR/GB:N/ISO:N T�hh C 3 C04 c 5 1. ui Q 2+48 PLACE NEW C 1 CO2 Cl w 14"OX24"AXS 400 TIER 8 HH AT 042.57114002,-114.44152539 ACCESS POINT ID:#3001-010.2 C13 wol.wg 14 C15 U) GR/GB:Y/ISO:Y O ::E « C C17 ::E — c 8 c�e � U L:164' Q DB(1)1.25" I 0 G C 13+53 c OPTITAP:10/ m PREPARED FOR: 3�f1— M/N L:400' 14+12 PLACE NEW 1 \ T I L S O N rr 4"OX24"AXS 400 TIER 8 HH AT 042.57081526,-1 14.44129934 ACCESS POINT ID:#3001-012 T:(207)591-6427 F:(207)772-3427 GR/GB:N/ISO:N info@tilsonfech.com / REVISIONS DATE I DESCRIPTION INITIAL C 15+08 ` 04/12/23 INITIAL SUBMISSION RNC _ \ LATERAL-35 I 07/19/23 REV 1 NV C 15+63 PLACE NEW /ly L.151 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" 09/19/23 REV 2 AILS 042.57077530,-1 14.44180129 C 14+62 SCALE ACCESS POINT ID:#3001-013 C 14+gb c GR/GB:N/ISO:N \, SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C19 OF C20 1 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 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 DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 18 GAS LINE w WATER MAIN IS SEWER SD STORM DRAIN 7.5'UTILITY EASEMENT d 10'UTILITY EASEMENT —E POWER LINE O ELECTRIC HANDHOLE V ELECTRIC VAULT TWIN FALLS COUNTY O DOC#:2006019599 TWIN FALLS COUNTY lb ELECTRIC METER ELECTRICCABINET m DOC#.2006019599 m L:386' 0 ® ELECTRIC MANHOLE �y lUl TRANSFORMER P 2+�Q DB(1)1.25' Z LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE �/E ° 3[on - ---3 ® SEWER VALVE ® GAS VALVE M 21 M �- J M/b ❑TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN >--\CULVERT M W / R/W j R/W R/W-= — R/W 10 ,u 1 I C4 C8 C6 C 3 C04 C 5 I.n, s � I C 1 CO2 C12 unan C13 vrs,.w9 14 � It k i C 8 Gl9 �1 PREPARED FOR: I Zl i TILSON T:(207(591-6427 F:(207)772-3427 Jiminfo@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL + 04/12/23 INITIAL SUBMISSION RNC 0 /19/23 REV 1 NV � 09/19/23 REV 2 ALS y SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C20 OF C20 1 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 09 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. 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(207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IM DoArI1NG AND IM COP1rRMff DRAWN:A DU TOit Dramrq t to 1HEREOF IS THE PQOPPaM of MNt AMID M4A-AXS-400R-ASS Y-T DS REVISIONS MAY!JOT BE COPIM WHOLLY CQ 94 DATE DESCRIPTION INITIAL PAJiT,A1.10 THE Cotv-erls-"MeoF MAY CHECKED: oramrg Trey 04/12/23 INITIAL SUBMISSION RNC ItOT BE MCLCY.W TO ANY TM?p M4A-AX3-400R,-ASSYTDS 07/19/23 REV 1 NV PARTIES 1MTHOVI WRrr e4 COf7S&IT. DATE: 1 4/10/2020 09/19/23 REV 2 AILS MAJwoLEsaAFR�.► SCALE(A3): 1:6 - - - 2015J360106J07 &ERrtE FACTORY PREIMIISES.t<EUELSERG SCALE ROAD(It590j.KLM VE4 1871 SIZE B SHEET: NTS PO SOX 672 KUPWVE 1571 it AMVAAL.GAUT@1G 4^ SIZE D SHEET: NTS S. +27 1 403 7023 OUR PRODUCTS BUILD MFTVVORKS SHEET D02OFD16 11AAR rloldmb-com [FILE NAME:TDS TWINID 0898GA 09 AXS 400 H H DETAIL DIGl1M_. Dig Line,Inc. 811 or 800-342-158S TOP VIEW T W I N I D_0898GA_09 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW m � 0 - LSON T. 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L a / •• ' ��! 0 . �� ,.• �1 � - ', Cam► • «.:• ® 0 SHEET _ D0 3.•T FILE NAME:TDS . 1... 09 CHARLES 101 - 8"XT PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � I 1 5 i INSIDE I • � ADLOCK 7 . 5 ; INSIDE NASD 16.0 0 21 S o TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 REV 2 AILS SCALE SIZE B SHEET: NTS wriu.�+ SIIE —.two 40 SIZE DSHEET: NTS • &!w/7wIkfA 10 I H CI ( I ' ( Q OOwPP SHEET D06 OF D16 t 1 ut--untw I rur 1 of I FILE NAME:TDS TWINID 0898GA 09 CHARLES 104 - 12"X1 1 " PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898GA 09 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS�I DE \� / I 1 LOCK IN HAS - - 1 ( 1 1 I 22 , 00 I 38. 08 1 I I LJ ' I 10 , 00 0 - TILSON On a Mission 0 17- T- (207)591-6427 F- (207)772-3427 InPoOtIsontech.com Z O o I REVISIONS w DATE DESCRIPTION INITIAL 1 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV SCALE . 1 50 09--- REV AILS 21 . 37 - 0 0 I SCALE SIZE B SHEET: NTS I .� SIZE OulrltrG p SIZE D SHEET: NTS 00 0 1 w B I O Q H C I I I I O O O W[ SHEET D07 OF D16 g Z 1 ril�ide�~i�.w�+t�MN1�1y �i le:rotri� Kl[ t1S I�M011-IIOOOM 9Ql ( o' I 3 FILE NAME:TDS_TWINID_0898GA_09 TFSD-301 TYPICAL TRENCH ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 09 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL KIM CA WT C Pa.i1 0& wwj UNIM MOM PM W2104�-�.� � .r - - - ONPAt I. h E, -- FATi1L aRtACX SM 3AIIC F(4 S9W IMITr aF TM FA" QEVOMS SECTVM Wn I 9 mOxIm Tip'[ T4 K it ADM TUB OF MML ' Y RL*CE OR ATTACH n HM EW Ai S 4F Pft 1*1 I_ SAIf��t AY BE ItJ1tiON" NTH YiET1EN PERIWN M OF CFFT NOTM TILSON y,�� On a Mission .. I y.�mo.,..._. .--I�y. t .' 1, T: (207)591-6427 F: (207)772-3427 Loft aNm _ - InPoOtIsontech.com MOAL AN WWACTMl3 WNK-31W REVISIONS SURFACE REPAIR MW BAW311EIR DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 3.d• L � � `� 07/19/23 REV 1 NV 09/19/23 REV 2 AILS SCALE ST LL SIZE B SHEET: NTS OF TYPICAL N L SIZE D SHEET: NTS h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" : Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 g g 4 3 SAWCUT g 2 PER SEC. 300. i# VARIES Q 1 T W I N I D_0898GA_09 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 6 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES O5 6 2 12 �=-e- (DOEXISTING OVERLAYEXISTING PAVEMENT FABRIC NOT DAMAGE) 12- 1 9 VEXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN B" AFGREATERNUS D DEPTH CRUSHED OTHERWISEAGGREGATE S SPECIFIED.SE (MIN.) UNLESS TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE O5MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MI M BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH (D3/4" MINUS AGGREGATE SURFACE COURSE (6") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 04/12/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 07/19/23 REV i NV "W _ r� Ali flf " tm 09/19/23 REV 2 AILS 0 U PATH. CRI $(At. SANW7M (M C3T'Y OF r W FALLS REIASFDkS SECTIDN 307). -- -- -- SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN DFALLS SURFACE REPAIR DETAILS N� 7ESD- 303 SHEET D090FD16 FILE NAME:TDS TWINID 0898GA 09 DIGUM. SD-304 GRAVEL ACCESS ROAD . �- Dig Line,Inc. 811 or 800-342-158S L: I • w TWINID 0898GA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KT A 0 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: TYpr Q C a CPA'& Accm Row WAY VARY , i% P-MS ION tOCJAIM O P**AK m awwo Ow At1 NOAD rms LEGEND © I/N1WWAT POO-A E5 FK ACCMS, O h1ATiRK opawo 91DTM MUST Of AT tEAST K MN 91DTP1.12, 11NLL4S Uf/twom Spe r= :Q nAa r ww or 3/4• c11A va Awncmt T I L S O N �D 9011141C• ENTCKS %t LL WYE A A &AN CONPACTEO TO 95X DAY DDegri On a Mission S 1 ryls om sE eACX Slpr(KIM •1 SLOP[ Nt00YArOd�ED O Qrm �gm Sim MIN PASrOW OPASS VAT;M E05*4 T- (207)591-6427 F- (207)772-3427 a e01II100 3" SXALL 9( A W40AN t-t 1nfoOttlsontecn.com •AGX ACFE 1117N 4 1 BAOK Apr[ O KAI Odm e• �S PM ft C..IOU COrACM TO 9?= Ma Mowoccowpt4mr, ow LNQ Or K eft O"C" 94ALL K m"10.0 or 9• onow REVISIONS 1M E09EST A"WCA$ •ASE C*ArA Q PtAM 3- Of 3/e' ROQW0 Q►AA X go 00=001G( ORANACL PAPwa OITt71 DATE DESCRIPTION INITIAL t040EA DQII'"Y%AECI40"D IM © P.OPOSm P►E u►E 04/12/23 INITIAL SUBMISSION RNC APPRC�ED 1.0411 I Aw rvvE O 07/19/23 REV 1 NV 0 PLAC r NWV C!•� S PfA1PM T JIA'+a GAAOAGTED TO P?>< DAl. 091Tr 09/19/23 REV 2 AILS 'Y WM0 STANDARDS GRAVEL ACCESS STANDARD DRAWING -- - ` ��Ks ROAD N0i' SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 G• TWINID 0898GA 09 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h d '.1• Y N kJ 'a.. lz'j _. .'04L- � vtm ' '� m NOTES ry �1 �+ ` uI - TILSON On a Mission BUT E L�51 4,' C- f , -- _` __ T: (207)591-6427 F: h.co 772-3427 . i EXIMM � r 'tlg� �I���'I tnPoOtilsontech.com .— REVISIONS mow - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- 04/12/23 INITIAL SUBMISSION RNC VWff Kn4MXS I UWK FW'4W LM VAY Or i#Aif> pE!N OR 1 f _ T , 07/19/23 REV 1 NV 19 RERAW UN C T_ F POTHOLES rAE GREATER THM 17 L YV3T YiWITJ1N Ar gh YOTWAL ArM A 09--- REV 2 AILS 7 �IIIE FODF USEC IPRCTfD PEA CIU15f1 BElO� Ac 3r W W)MZ[7 VAL NPARATM FROM E3�€flNa CITY — PLa11 YR Gw UILITM UNLM OTHCRRIF£ APFRDYED NY llK CITY - — �Or�tR SCALE � p SIZE B SHEET: NTS loll r4 SIZE D SHEET: NTS T S °�3 TRENCH SHEET D11 OF DI FILE NAME:TDS TWINID 0898GA 09 SD-307 BORING AND JACKING DETAILS 0D1G"" :' Dig Line,Inc. 811 or 800-342-1585 r TWINID 0898GA 09 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f �D SKID DETAIL LEGEND N T>; O yap CLT To r" 20 CAMNC111 POPE O3 4'44' Ctom OM PeD SIM% at caWvecw"T IAwCA= CAW-, /49AA1CM5 (C464o Mc CO Appoo11w S,9ST171;Tm IS' CAAN IM PIPE I SP'ACLWS Ppt STn CAM W P►L 3 9ACRS $'R 1") 4 yA0014 SIM CAINC ]/!• MV *OLL "CKM IM1 MR dA CIP 2' CKAID 1NA1► CAK%P WE YETI O 011TSM fWt !dl 2 4 © Y t COW STAftXSS ST& SlIR PPW. 4' QC. MM A Mk Of TWO STAtWS IKTOM "t rCII1R t5' ANM,LAM SPAC9 IBLED MTN SAIO, GWM't 31W CAALQ ON "V2 MATMAL AS APPgOM B1' Bf 7 {;) NOTES: um almma ` A wcTmw OTNpt 11AAH rw "sm uom "TMS T I L 5 0 N XTAL IS mcp=D. 56�M. T vw .7RANW41M IOM AP"OVAI tlY M C%GV4 § PMIOM TO COMST*JC110r On a Mission A 11IRMM M0.6SM OF 11( IC SAW1I00 T: (207)591-6427 F: (207)772-3427 SECTION A—A CP neovac arc s 000tT, ACNI19%0 NT Cif tnToOtnsOntecn.00m w h T 1!E LPE ANC CPACC AVMANM Of CAMIM o" nL"TAT10K MO n L#4p OF Akft^ R WWI REVISIONS KnNXX C&WK WE A%V CANNOT PIP(. ALL Idl Tlt APPWWAL 8, T1K 040" M 0"00 10 DATE DESCRIPTION INITIAL NSTAiLAG TNi PtFC 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 REV 2 AILS "it IIDAHO STANDARDS BORING AND JACKING STANDARD DRANING SCALE F0R PUBUC WORK 00NSTRUCI" s DETAILS No SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_09 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 296 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / 7� MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 0 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. 0 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. OB STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © 0 SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. O MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV I NV © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 09/19/23 REV 2 AILS 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 -- -- -- APPROVED BY THE CITY ENGINEER. SCALE 1�41DJ SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898GA 09 TFSD-802 TYPICAL RURAL STREET SECTION 0D1G" : Dig Line,Inc. 811 or 800-342-1585 pop I 1" 1FKHTS TWINID 0898GA 09 TWIN FALLS,ID 13�lREEY. MATERIAL DESCRIPTION QTY ACTUAL I } a -- Ty CUR A SM117 rn aramlvk I 10m cc"" T 9-1m wlu" � LAM VKXMM ftml lop:pAha l t5 ?J SO BAN to ea ha rvrk ICLs 7sO a "-om moa oowoaTm* s.a T.o T.o I. �ruj kKTT AWI[+ 9 �5ww malaAacEft F r mmus ulmoftAwp 12-.115R jj�i"PL*ff NX PAVEYENT W.WALE MMM I ` TIFF 1 aNSH D ACCUCATE BAM 1gum.SE cm 9E 2- rvpE y OR ve rmE I CRIl9-IEO kI;u -GATE aASE Ouk1RsF_ L%wowc . "DCWT`#dl ;a_ IN LWJA.1'U#OT 111 E-�F,1 [iEE OT{ OF rKH FN.LS UAST[3t 7f1 TATION KV44 44 ' _ *tRL In Fo W6 WKWWW111- agirr T _ wr Aw Lm& mony Aw TILSON ,r On a Mission 1� -_low _ ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 *"VALE . . InfoOtnsontech.00m f�_� _5rS" :_ �.m -- . ' 31 yd�J REVISIONS AW-V U DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 REV 2 AILS 16 P J ll C3 l 1�5ffit WW_ -- SCALE ft oft SIZE B SHEET: NTS QTY TYHGLALmUmAL �TANQ,RD NAWN4 SIZE D SHEET: NTS W-14 TIT SECS TF C — SHEET D14 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D1G"" : Dig Line,Inc. 811 or 800-342-1585 OWN hp tw AND amm WIN &I W AULT _ TWINID 0898GA 09 pfatr Iwvq TWIN FALLS,ID ME I-EMM GRAB ALLY OR NEW ALLY MATERIAL DESCRIPTION QTY ACTUAL I : .lwm amm m- TYPE fl—NEW L 21 I lEl 1fl-NEW ALLEYS M 0 M N 0 TYPEI N AUEYS • 1.MU MAW M PA5IEM W WWAIX OD, cRummm :, Iw Opp rrmmoR a rot momm amKoaml TILSON .. _ .. .._ _.. .. - _. On a Mission T- (207)591-6427 F- (207)772-3427 N GIT� tnPoOtilsontech.00m . A� � W.f' � REVISIONS ,y1 �'�4-4-9049% DATE DESCRIPTION INITIAL N I � —ON— PWY!W' ` 04/12/23 INITIAL SUBMISSION RNC yy,,......F� w g y�� yv 07/19/23 REV NV � —0 •T ice! _.. !ea�!1:w tlk5�9 l'!_�ts�i,its' 09/19/23 REV 2 AILS SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 FOR FIRE ACCESS ROAD SU TFSO-305 TWINID 0898GA 09 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I _W I mi :mmw 4 mawrn I_ . ql :: '" OVSASMAW 10"AN114 APPROMM BY IIJIXAfs ACENCt �I N Fg@+ LA OET11EEN 7N AMU 37GJI ._ i . _ r a ZP00AC f VMT CM L#TACT Om OA-K-W CMLMAT �hOt't ihp.LED C � lt uNF. TILSON SPmT rm wSu" A. Y�1 (> ', mam ' On a Mission WOWN T: (207)591-6427 F: (207)772-3427 tnPoOtIsontech.com PLANT IAX PAVEMENT 25 2.3 31G BASE 2.0 6,0 REVISIONS 9iiR► 6.0 (7.01 ��S (l� ) 1T� (,�.�.a� DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC TOTAL I"} no no 07/19/23 REV 1 NV PWRAC CEMM OYNMMI 10) k4 7Ap 09/19/23 REV ALS f 4JBEb, MAMATE FUIXT W PAWBd f1 A WiM SCALE .�„ SIZE B SHEET: NTS j ,CAMSTAD SIZE D SHEET: NTS `I] w FALL$ L— -E— G — 5 SHEET D16 OF D16 FILE NAME:TDS TWINID 0898GA 09