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HomeMy WebLinkAboutTWINID_0898EA_10_REV0 DFN NAME : TWINID 0898EA 10 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID ♦� � 1 -� � -.1.. —f�PolnteG�-'—�-"�da .as,�J_ �I •°_ I - NODE EA fig IWO* owl r� Y�„aS. � �S'• � �� S- - -• -b _ um' -YRnrerhawk Lesp _ 4 Icgb.•C-W- ___ �� I, '_�,�' ;'?�4� ; ��, �t ��A'shle'�;`1- _ � _ I _, - 1 i �� "'i .� � �� _ .'I. P fj '•'�r.-�wi� � .� itiin;4ae°- t .� t �:1 � I ,I s�r�-�yrCoue9eRaW-`---.• _ _�� � � .ate! ,c aQ•1p - I _`- - I�'-� � ^-. / - -�- Y"�.'•Cf-tr.-r'�r1 r `� � -NCnlle - - I - - -- - - - J _� �__ --_ "" -'1 �` .". � - r ,• _- — � - N College Rd N - -- --..J _ -_ 'H ^� ,�i ''."�'-ti.=tom`-_I:9ht�o"op.I t I ��.3 0'• �r z� ° a 1 r _ .�.. 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SHEET NAME TWINID_0898EA_10 A01 COVER SHEET TWIN FALLS,ID . ..................... ............................................................................................................................ . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . ..................... ............................................................................................................................ . A03 TABLE OF CONTENTS . ..................... ............................................................................................................................ . BO1 CONTACT SHEET . ..................... ............................................................................................................................ . B02 GENERAL AND PERMIT NOTES . ..................... ............................................................................................................................ . B03 SYMBOLS KEY . ..................... ............................................................................................................................ . COl-Cl 1 CONSTRUCTION DRAWINGS . ..................... ............................................................................................................................ . D01 GENERAL CONSTRUCTION DETAILS . ..................... ............................................................................................................................ . D02 AXS HH COVER DETAIL . ..................... ............................................................................................................................ . D03 AXS 400 HH DETAIL . ..................... ............................................................................................................................ . D04 AXS 500 HH DETAIL . ..................... ............................................................................................................................ . D05 AXS 900 HH DETAIL . ..................... ............................................................................................................................ . D06 CHARLES 101 - 8"X7' PEDESTAL . ..................... ............................................................................................................................ . D07 CHARLES 104 - 12"X1 1" PEDESTAL . ..................... ............................................................................................................................ . D08 TFSD-301 TYPICAL TRENCH . ..................... ............................................................................................................................ . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . ..................... ............................................................................................................................ . D1 . ..........0 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 07/07/23 INITIAL SUBMISSION wS . ..................... ............................................................................................................................ . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . ..................... ............................................................................................................................ . E07 HALF-ROAD CLOSURE MULTI-LANE . ......... E0............ ..W......OR. .. K..O.N.............................................................................................................. . Apll� 8 PARKING LANE .......... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . ..................... ............................................................................................................................ . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898EA 10 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 10 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 InPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION WS Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TDS TWINID 0898EA 10 ® 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 07/07/23 TWINID 0898EA 10 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o7/07/23 INITIAL SUBMISSION w5 MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TDS TWINID 0898EA 10 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E WE DB(2)1" DIRECTIONAL BORE (2)1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C__ __ __ DB(3)1" DIRECTIONAL BORE (3)1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT Ds DB(1)1.251' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DH— DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898EA 10 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1F DROP FIBER DB � ` DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID - - �n>3 EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER 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 B8G B8G WATER VALVE(WV) C12 TERMINAL 0 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL 07/07/23 INITIALSUBMISSION ws GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898EA 10 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu,.uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN IF \ — SS SEWER UHF \ �—SD STORM IN E POWER 0+00 \\\/ ELECTRIC HANDHOLE Q ELECTRIC VAULT EXISTING AXS 400 LT DUTY HH AT /F\ 042.581 18200,-1 14.48856108 I I� ELECTRIC METER m ELECTRIC CABINET ® IF PLANNED STRUCTURE ELECTRIC MANHOLE TRANSFORMER \ (SEE DFN:TWINID_0898EA_02) LIGHT POLE IS NOT YET INSTALLED, S G CONTRACTOR WILL INSTALL STRUCTURE. 1 I O SEWER MANHOLE GAS MANHOLE O \ 15'UTILITY EASEMENT SEE DETAIL#5010-009 ® SEWER VALVE ® GAS VALVE A 1+51 TWIN FALLS COUNTY GR/GB:N/ISO:N (� TS TRAFFIC SIGNAL G GAS METER L:273' DOC#:714791 k T © COMM MANHOLE ® WATER VALVE DB(1)1.25" \ © COMM HANDHOLE HYDRANT DB 3/11 ® COMM PEDESTAL Q WATER METER oc /E U E U/E 7r I OD DRAINAGE MANHOLE �)UTILITY POLE CATCH BASIN CULVERT 15'UTILITY EASEMENT I rf N TWIN FALLS COUNTY O DOC#:714791 U A 1+69 I I I I C07 cli — — \ C06 10 W C 4W _ � — COS C09 r M M/a 3/n M/a _ 3/n M a z 3/n /a 3/n M/a C04 8 CO2 COl 2 w w — U _ W _ /a W M C a M/a G — PREPARED FOR: I ETILSON 5 I I I I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION WS 1 SCALE r SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS C01 OF C11 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu„„uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C08 GAS LINE W WATER MAIN SS SEWER B 1+21 PLACE NEW —ID— sTGRMDRAIN E POWER LINE 14"O)X24"AXS 400 LT DUTY HH AT E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.58133172,-1 14.48983687 L:236' ' ACCESS POINTID:5011-001 ELECTRIC METER m ELECTRIC CABINET DB(1)1.00" GR/GB:N/ISO:N ® ELECTRIC MANHOLE A 7+49 PLAqNEW 1 lUl TRANSFORMER A 5+g9 PLACE NEW � 106 L:BS' LIGHT POLE L:454' 14"OX24"AXS 400 LT DUT 14'OX24"AXS 400 LT DUTY HH AT A 4+34 PLACE NEW 15'UTILITY EASEMENT DB(1)1.001, OS SEWER MANHOLE GAS MANHOLE DB(1)1.25" 042.58118043,-114.4 042.58117807,-114.49064527 14"O)X24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE ACCESS POINT ID:5010-013 ACCESS POINT ID:5010-012 042.58117585,-114.49007146 DOC#:714791 A 3+09/B 0+36 OPTITAP:10/90 L:200' GR/GB:N/ISO:N GR/GB:N/ISO:N ACCESS POINT ID:5010-01 1 ❑7S TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N L.36 O U DB(1)1" C COMM MANHOLE WATER VALVE COMM HANDHOLE HYDRANT - COMM PEDESTAL Q WATER METER U/E U/ (� DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT L:157' 15'UTILITY EASEMENT L:161' L:155' L:125' DB(1)1.00" TWIN FALLS COUNTY DB(1)1.00" DB(1)1.00" DB(1)1.25"DOC#:714791 5'UTILITY EASEMENT ` TWIN FALLS COUNTY A 9+06 PLACE NEW „ DOC#:714791 14"OJX24"AXS 400 LT DUTY HH AT - 042.581 18448,-1 14.49182483 O ACCESS POINT ID:5010-014 A 2+73/B 0+00 PLACE NEW O GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT C07 Cl1 - U y 042.581 12636,-1 14.489489 ACCESS POINT ID:5010-010 4* GR/GB:Y/,SO:N C06 to W ui w M 3 I1 Lu C05 C09 M/b3/D C04 8 p p r L CO3 CO2 col 2 w; w W W = U W _ R - U �— C� R/W — R/W -- � /W R/W R/ I---C PREPARED FOR: low ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS 3 DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION WS A _ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WS CO2 OF C 11 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 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 #C04 GAS LINE w WATER MAIN IS SEWER 15'UTILITY EASEMENT I �i —SD— STORM DRAIN A 14+36 PLACE NEW —E POWER LINE TWIN FALLS COUNTY �' E] ELECTRIC HANDHOLE QELECTRIC VAULT DOC#:741684 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.58133584,-114.49287909 ELECTRIC METER m ELECTRIC CABINET DOC#:741684 ACCESS POINT ID:5010-15.1 • L'200' ® ELECTRIC MANHOLE ' I 1 GR/GB:Y/ISO:N 1 OPTITAP:10/90 L:300' LIGHT POLE TRANSFORMER L.75' ( 15 UTILITY EASEMENT O$ SEWER MANHOLE © GAS MANHOLE DB 1 1.00" TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE DOC#:714791 3 N A 13+80 \ I ❑n TRAFFIC SIGNAL GAS METER m COMM MANHOLE ® WATER VALVE 3 PLACE NEW H © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT I COMM PEDESTAL Q WATER METER 042.58121821,-1 14.49348086 016 O DRAINAGE MANHOLE �)UTILITY POLE ACCESS POINT ID:5010- GR/GB:N/ISO:N OPTITAP:10/90 A 13+61 PLACE NEW A 9+98 ® CATCH BASIN ��CULVERT 14"OX24"AXS 400 LT DUTY HH AT L:500' T _ UTILITY EASEMENT 042.58115565,-114.49276180 TWIN FALLS COUNTY ACCESS POINT ID:5010-015 3 5'UTILITY EASEMENT DOC#:741684 TWIN FALLS COUNTY GR/GB:N/ISO:N DOC#:714791 5'UTILITY EASEMENT O TWIN FALLS COUNTY _ U C07 Cll - l � ' DOC#:741684 e A 12+68 R/W�/ �/D _ n �— w A 11+04 M�a I—3/fl w c06 to M/N —nn 0 3/fl M/a W cos cog 2 • ��_ 10 C04 8 ® O W W W CO3 CO2 Col :1� RAW :1 R/W R/W W U R W Q i PREPARED FOR: w ETILSON T:(207(591-6427 F:(207)772-3427 \ info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION WS •1► SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS CO3 OF Cl 1 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE w E] ELECTRIC HANDHOLE Q ELECTRIC VAULT SEMEN Of � 15'UTILITY EASEMENT w FALLS SEMEN UTILITY EAT I TWIN ELECTRIC METER m ELECTRIC CABINS • TWIN FALLS COUNTY j I iw DOC#:714791 ® ELECTRIC MANHOLE TRANSFORMER DOC#:741684 �� LIGHT POLE �\ OS SEWER MANHOLE © GAS MANHOLE OPTITAP:40/60 ® SEWER VALVE ® GAS VALVE 3 I L:200' ❑n TRAFFIC SIGNAL GAS METER e © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT � PLACE NEW m14"OX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL Q WATER METER 042.58233347,-1 14.49244735 O DRAINAGE MANHOLE 0 UTILITY POLE \ ACCESS POINT ID:5011-004-3 GR/GB:N SO:N y CATCH BASIN CULVERT � /I l 3 OPTITAP:10/90 I PLACE NEW \ \ f 14"OX24"AXS 400 LT DUTY HH AT \ 042.58209027,-1 14.49346822 ` \ w ACCESS POINT ID:5010-018 jGR/GB:N/ISO:N \ 00 \ / U col c„ 1 10 3 I PLACE NEW C06 1,f 0X24"AXS 400 LT DUTY HH AT w G 042.58191245,-1 14.49208801 F ACCESS POINT ID:5011-002-3 / = C05 C09 GR/GB:N/ISO:N A C04 8 y `4r- /\X\ OPTITAP:40/60 O _ L:200' CO1� � f \ U • n�� / 15'UTILITY EASEMENT lip \ TWIN FALLS COUNTY Q DOC#:714791 C T I \ \ G OPTITAP:10/90 / - PREPARED FOR: e I41 I I PLACE NEW ETILSON ' 14"OX24"AXS 400 LT DUTY HH AT \ / \ ��(� _ 042.58164907,-1 14.49347386 T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:5010-017 \ info@tllsontech.com �1 /UTILITY EASEMENT T GR/GB:N ISO:N i TWIN FALLS COUNTY _ DATE REVISIONS DOC#:741684 DESCRIPTION INITIAL _1 3 I I F\ 07/07/23 INITIAL SUBMISSION WS w � T m SCALE m SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS C04 OF Cl 1 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAS LINE w WATER MAIN SS SEWER ' \\ SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT / PLACE NEW lb ELECTRIC METER m ELECTRIC CABINET OPTITAP:15/85 /n / 14"OX24"AXS 400 LT DUTY HH AT \ (E) ELECTRIC MANHOLE 3/n 042.58341693,-114.49252488 TRANSFORMER 3/n ACCESS POINTID:5011-006-1 LIGHT POLE LJ 3/ � � GR/GB:N/ISO:N O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE PLACE NEW \ ❑n TRAFFIC SIGNAL GAS METER T UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.58341281,-114.49348061 OPTITAP:30/70 �G� F L:200' 'CJ COMM MANHOLE ® WATER VALVE DOC#:741684 F 5'UTILITY EASEMENT C COMM HANDHOLE HYDRANT ACCESS POINT ID:5010-021 � � TWIN FALLS COUNTY �p1 — T 15' GR/GB:N/ISO:N - UTILITY EASEMENT DOC#:741684 •� COMM PEDESTAL Q WATER METER Ij TWIN FALLS COUNTY O DRAINAGE MANHOLE )UTILITY POLE DOC#:741684 ` OPTITAP:20/80 I \ � 100'TAIL ® CATCH BASIN CULVERT 1 B 11+87 PLACE NEW - ti 14"SOX24"AXS 400 LT DUTY HH AT DEEDEE'S DAYCARE 042.58313876,-114.49210428 ACCESS POINT ID:501 1-006 /� & PRESCHOOL �`/ p• GR/GB:Y/ISO:N u Co7 ct, L:20U s.r 3 i Cob to • 3 w 1 _ W w w _ Q OPTITAP:10/90 j PLACE NEW I I.J C05 C09 14''OX24"AXS 400 LT DUTY HH AT / R/W 042.58294043,-114.49347607 /� c04 8 ACCESS POINT ID:5010-020 GR/GB:N/ISO:N (i 15'UTILITY EASEMENT Q i _ I DOC TWIN#:741684FALLS UNTY rr F-- CO3 CO2 col c PLACE NEW L:200' m 14"OX24"AXS 400 LT DUTY HH AT Q i 042.58267406,-114.49204824 PLACE NEW ACCESS POINT ID:5011-004-1 : • I I _ GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT A 042.58268206,-114.49250561 PREPARED FOR: _ I ACCESS POINT ID:5011-004-2 ' _ --- GR/GB:N/ISO:N' 2 CABLES L 200' w \ w I AMMON 15'UTILITY EASEMENT r • TWIN FALLS COUNTY r -- T I L ) 0 N DOC#:741684 I OPTITAP:30/70 I U/E I � T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM 7.5'UTILITY EASEMENT 1 7.5'UTILITY EASEMENT OPTITAP:20/80 REVISIONS PLACE NEW TWIN FALLS COUNTY TWIN FALLS COUNTY DATE DESCRIPTION INITIAL OPTITAP:10/90 14"OX24"AXS 400 LT DUTY HH AT (if DOC#:714791 DOC#:714791 07/07/23 INITIAL SUBMISSION WS - 042.58251956,-114.49346764 I ACCESS POINT ID:5010-019 m L:200' B:N/I SO:N SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS C05 OF Cl 1 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 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 '17 SS SEWER I SD STORM DRAIN E POWER LINE OPTITAP:30/70 15'UTILITY EASEMENT L:143' � ELECTRIC HANDHOLE V ELECTRIC VAULT L:200' 15'UTILITY EASEMENT TWIN FALLS COUNTY DB(1)1.0 lb ELECTRIC METER m ELECTRIC CABINET TWIN FALLS COUNTY DOC#:741684 ® ELECTRIC MANHOLE TRANSFORMER DOC#:741684 D 0+00 PLACE NEW LIGHT POLE PLACE NEW u g 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT p 0+48 042.58436138,-1 14.49231718 O SEWER MANHOLE © GAS MANHOLE 042.58448960,-1 14.49346630 I ACCESS POINT ID:5011-009 ® SEWER VALVE ® GAS VALVE • ACCESS POINT ID:5010-024 A GR/GB:Y/ISO:N TRAFFIC SIGNAL GAS METER I 0PTITAP:40/60 GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE UTILITY EASEMENT © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY ® COMM PEDESTAL Q WATER METER DOC#:741684 DRAINAGE MANHOLE C-0)UTILITY POLE CATCH BASIN CULVERT 3 C 200' \ \ iy • 7 PLACE NEW OPTITAP:30/70 14"OX24"AXS 400 LT DUTY HH AT �� { 042.58414292,-114.49347826 7 O F ACCESS POINT ID:5010-023 rl GR/GB:N/ISO:N C07 Cl1 • I \ C06 10 G W 4f W C05 C09 • Ln J O C04 8 y Co ZD 3 CO2 C01 3 �� dp W U L:200' • � PLACE NEW 3 J/\� \u � \ i 14"OX24"AXS 400 LT DUTY HH AT 1• 042.58375564,-114.49348543 I \ �d PREPARED FOR: �• ACCESS POINT ID:5010-022 ' GR/GB:N/ISO:N OPTITAP:15/85 ETILSON T:(207(591-6427 F:(207)772-3427 I - info@filsonfech.com N (/1E \ REVISIONS 15'UTILITY EASEMENT . DATE DESCRIPTION INITIAL • , J TWIN FALLS COUNTY 07/07/23 INITIAL SUBMISSION WS DOC#:741684 / \ • / \ \C� SCALE M 41 SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS C06 OF Cl 1 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN - * SS SEWER SD STORM DRAIN E POWER LINE / E] ELECTRIC HANDHOLE Q ELECTRIC VAULT lb ELECTRIC METER m ELECTRIC CABINET # _ / ® ELECTRIC MANHOLE �y lUl TRANSFORMER 1 \ LIGHT POLE Iw CAITLIN AVE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE - / I ❑n TRAFFIC SIGNAL GAS METER 0 ?1 S � © COMM MANHOLE ® WATER VALVE T © COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE 0 UTILITY POLE r / F ® CATCH BASIN CULVERT Of It UIco7 c,l R/W / • • C06 10 _ s -- — —_ R/W Lu —- — Ib U J C05 C09 W� _ • �/� .� • '•' '+ V/ CO 8 I _ CO3 CO2 col 2 R/W -�� R/U/E R/W Q _ � o /E ,., D 1+43 PLACE NEW 14"GX24"AXS 400 LT DUTY HH AT PREPARED FOR. PLACE NEW 042.58471692,-114.49244220 ��. 14"OJX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:5011-010 OPTITAP:TERMINATING_ 042.58480484,-1 14.49345735 GR/GB:Y/ISO:N ACCESS POINT ID:5010-025 , GR/GB:N/ISO:N 0 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT T I L S O N 7.5'UTILITY EASEMENT 042.58465260,-114.49193018 TWIN FALLS COUNTY ACCESS POINT D.5011_011 T:(207(591-6427 F:(207)772-3427 1 I DOC#:741684 GR/GB:Y/ISO:N info@tllsontech.com 15'UTILITY EASEMENT _ I REVISIONS TWIN FALLS COUNTY I OPTITAP:TERMINATING DATE I DESCRIPTION INITIAL DOC#:741684 I D 1+20 07/07/23 INITIAL SUBMISSION WS 15 UTILITY EASEMENT TWIN FALLS COUNTY- DOC#:741684 C 400 7.5 UTILITY EASEMENT TWIN FALLS COUNTY SCALE 3 DOC#:741684 SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV WS C07 OF Cl 1 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C09 —w GAS LINE _ WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT �I ELECTRIC METER m ELECTRIC CABINET 3/n— ELECTRIC MANHOLE _ TRANSFORMER r'M LIGHT POLE LJ SEWER MANHOLE © GAS MANHOLE Parkway . =R/W \:' ® SEWER VALVE ® GAS VALVE _ � � \ ' ❑n TRAFFIC SIGNAL GAS METER W \ . © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT R/W R/ \ ® COMM PEDESTAL Q WATER METER U/E— O m DRAINAGE MANHOLE l-L�UTILITY POLE 5'UTILITY EASEMENT B b+54 \ \ ® CATCH BASIN CULVERT TWIN FALLS COUNTY h� _ DOC#:714791 d I G 15'UTILITY EASEMENT � • F TWIN FALLS COUNTY G �G DOC#:714791 B 4+33 PLACE NEW 0 , 14"OX24"AXS 400 LT DUTY HH AT \ / PLACE NEW L:466 C07 Cl1 - U 14"OX24"AXS 400 LT DUTY HH DB(1)1.25"AT — 042.58194612,-1 14.49064335 �\ \ l 042.58191557,-114.49157911 ACCESS POINT ID:501 1-003GR/GB:N ISO:N L ACCESS POINT ID:5011-002-2 L:200' OPTITAP:20/80 L:200' \ C06 10 r L:200' GR/GB:N/ISO:Nuj B 4+16 \ w 3/n L:76' C05 C09 /n C04 8 3/� B 3+57 PLACE NEW O OPTI 14"OX24"AXS 400 LT DUTY HH AT Q L TAP:30/70 !y r PLACE NEW 15'UTILITY EASEMENT �� 042.58179724,-114.490 44784 CO3 Cot Col 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY ACCESS POINT 14.4 1-002 042.58191474,-114.49107052 DOC#:714791 GR/GB:N/ISO:N U ACCESS POINT ID:5011-002-1 GR/GB:N/ISO:N r T PREPARED FOR: L1 ETILSON W _ W /J� G��L T:(207)fo@til27 F:ch.c 772-3427 W r r W / _ \ info@filsonfech.com / REVISIONS DATE I DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION WS W _ /E R/W U/E — R/W R/W 15'UTILITY EASEMENT \ / TWIN FALLS COUNTY 1 DOC#:714791 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS C08 OF Cl 1 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 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 #C10 GAS LINE w WATER MAIN SS SEWER 5'UTILITY EASEMENT -SD- STGRMDRAIN TWIN FALLS COUNTY -E POWER LINE DOC#:741684 `C� / \ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER LIGHT POLE M/CT7 NORTHER I OS SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE / ❑n TRAFFIC SIGNAL GAS METER � •. © COMM MANHOLE ® WATER VALVE <!Iy L:280' COMM HANDHOLE HYDRANT DB(1)1.25" , ® COMM PEDESTAL Q WATER METER ///I/ • / • \ O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT op- / y _ O / \ '�► - C06 10 W W Ci F � � \ � COS C09 F\L:184' DB(1)1.25" C04 8 O 15'UTILITY EASEMENT \� TWIN FALLS COUNTY CO3 CO2 DOC#:741684 B 10+03 PLACE NEW COl\ 14"0X24"AXS 400 LT DUTY HH AT �� \ U r` - 042.58279398,-114.49160539 ?i ACCESS POINT ID:5011-005 C GR/GB:N/ISO:N G L:104' �\ DB(1)1.25" G \ PREPARED FOR: B 8+28 h� PAR AY C CLE l — _ USE . � _� � TILSON \ _ \ T:(207(591-6427 F:(207)772-3427 •�7.5'UTILITY EASEMEN T _ B 8+99 PLACE NEW S' info@filsonfech.com TWIN FALLS COUNTY B 9+47 14"OX24"AXS 400 LT DUTY HH AT �% i - REVISIONS DOC#:714791 042.58268730,-114.49127488 Jr �R - DATE DESCRIPTION INITIAL ACCESS POINT ID:501 1-004 / ► 07/07/23 INITIAL SUBMISSION WS GR/GB:N ISO:N 5'UTILITY EASEMENT G !y t \ TWIN FALLS COUNTY 6 714791 SCALE .•I'' �•- \ SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS C09 OF Cl 1 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 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 #C11 GAS LINE w WATER MAIN IS SEWER SD STORM DRAIN L:ZOO' —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 15'UTILITY EASEMENT ELECTRIC METER ELECTRIC CABINET __ + TWIN FALLS COUNTY I ® ELECTRIC MANHOLE TRANSFORMER DOC#:741684 LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE • \ ! C 4+56 PLACE NEW fTl ® SEWER VALVE ® GAS VALVE 1 14"OX24"AXS 400 LT DUTY HH AT Q TRAFFIC SIGNAL GAS METER X` m 042.58431276,-1 14.49083232 ACCESS POINTID:5011-007-1 © COMM MANHOLE ® WATER VALVE GR/GB:Y/ISO:N © COMM HANDHOLE HYDRANT � 4k �� ® COMM PEDESTAL Q WATER METER • O DRAINAGE MANHOLE 0 UTILITY POLE 1 ® CATCH BASIN CULVERT OPTITAP:20/80 0 /W�_ \ PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.58405332,-1 14.49190475 - d C 3+56 ACCESS POINT ID:5011-008 CO6 to uJ GR/GB:N/ISO:N C 3+43 Lu COS C09 OPTITAP:30/70 / G \ - 5'UTILITY EASEMENT O TWIN FALLS COUNTY / C04 8 \ DOC#:741684 15'UTILITY EASEMENT / y� \ T FALLS COUNTY \ C 2+52 �� Co' WIN Cot col L:200' DOC#:741684 u � B 15+55/C 0+00 PLACE NEW \ �d '� •� 142.5837 AXS 411 LT DUTY HH AT �t Q 042.58374838,-114.49150060 ACCESS POINT ID:5011-007 / GR/GB:N/ISO:N 5'UTILITY EASEMENT / - PREPARED FOR: TWIN FALLS COUNTY G DOC#:741684 �F OPTITAP:20/80 L:368' 1 00'TAIL D11(1)1.25" L:500' ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS L:88' / DATE DESCRIPTION INITIAL DB(2)1.25" / \ / 07/07/23 INITIAL SUBMISSION WS 5'UTILITY EASEMENT TWIN FALLS COUNTY \ \ SCALE DOC#:741684 SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS C10 OF C11 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_10 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 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 —n E POWER LINE IL ELECTRIC LE Q ELECTRIC VAULT `— R METER�W / ELECTRIC METER m ELECTRIC CABINET M/8 / P ® ELECTRIC MANHOLE TRANSFORMER �G LIGHT POLE LJ O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE W W ❑n TRAFFIC SIGNAL GAS METER W © COMM MANHOLE ® WATER VALVE /Z{ M/a COMM HA HYDRANT \\l so I I \ ® COMM PEDESTAL Q WATER METER \ J , O DRAINAGE MANHOLE 0 UTILITY POLE r r ® CATCH BASIN CULVERT M/a Aid UI C07 Cll10 J I _ wR/W R/W R/W R/W —R/W R' Cos Cog _ _ .• C04 8 O r CO3 CO2 Col UM —W - _ �� '• W _ . R/W R/W R/W Q U E U/E R/W R W PAC AWAM-w� PREPARED FOR: E 0+55 PLACE NEW T 14"OX24"AXS 400 LT DUTY HH AT 042.58471833,-1 14.49181313 T I L S O N ACCESS POINT ID:5011-11.1 GR/GB:Y/ISO:N \I T:(207(591-6427 F:(207)772-3427 fTl info@filsonfech.CoM \ OPTITAP:30/70 REVISIONS — PLACE NEW DATE DESCRIPTION INITIAL 7.5'UTILITY EASEMENT I 15'UTILITY EASEMENT I 07/07/23 INITIAL SUBMISSION WS TWIN FALLS COUNTY TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT E 0+31 DOC#:FALLS CO DOC#:741684 042.58470938,-1 14.49082635 I - ACCESS POINT ID:5011-007-2 GR/GB:N/ISO:N - SCALE DB(1)1.00" SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV WS C11 OF C11 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 10 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) :`'` `.;: :-�:'.'.;�`; ?' �:t:i.`•.l' •7t> . ',fi:r::•'�';,.. .�. �....t r�i.:r;.;EXISTING GRADE ;r s';t;1 '•'.::•'y+;y;•;::; :: :,:t.,EXISTING GRADE t r. ^}, -r,;' ;• i. r ' �I I—I I—III—III—I �I I�I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I la I I-I I r-I I la I I-1 I�I I I-I I I-1 I I�I I= FINISHED GRADE BURIED CABLE H H IN GRASS -IIIMIIMIIMIMII-III�11=I1 III REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 11=1 1I- -411=1 I M I I�11—I I I—I I I-1 11—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=I I I—I I I—I I1=I I I�11-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I-I I�I I I�I I-I I�I I I-III-III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll,I 1"CAPPED -1 I I—III-111=111 11—�I DETAIL I IIII�I I—I I—I 1 I-1 1; =III—III-11-111 1= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED 1 I —1I 1=I 1I i &FIBER OPTIC CABLE 'I�I II�—I I I 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 II—_ III— I �I—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III—I�I I�I—1I�I I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. o G30"MIN. —III—III—III-111=111�Y 1-1�1=11 I- T I L 5 0 N 111=III�11=1 I�n I=111-11 Imo_ v -2 -2 REFER O I�—I�I—III—II-111�11-1��I�1 On a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- o' CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I-1I1—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I I�I I—I I1=I I I—I I1= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1 ff ff1 _L _L 'I III I� DATE DESCRIPTION INITIAL U U i I1-1I1-11I-1 07/07/23 INITIAL SUBMISSION WS IIMII�II- ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. [FILE NAME:TDS TWINID 0898EA 10 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TWINID_0898EA_10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ♦♦ ♦+♦ ♦♦ 1 ♦♦ ♦♦ ' .00 DETAIL A SCALE 1 : 1 LSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IMDR"IIIII AND IMCO°"°Mff DRAWN:A Du Toit Oramrgtlo 7hEQEOF IS THE PQOPPaM OF MAA AND M4A-AXS-400R-ASSY--= REVISIONS MAY!JOT BE COP1m W"OLLY OR 91 DATE DESCRIPTION INITIAL PART,A1.10 Tm Co"r&m--rtHtEOF MAY CHECKED: oramrg Trey 07/07/23 INITIAL SUBMISSION WS f10T BE MCLO'.W To ANY TMRO M4A-AX3-400R-ASSY TDS PAJmES WRMOV WRrr e4 COfJSE>Q. DATE: 14/10/2020 i� MA1wOLEsaAFR�,► SCALE(A3): 1:6 2015J360106J07 &E2fTE FACTORY PREMISES.PeMLSERG SCALE ROAD(R590j.KL1PQrVER 1871 PO SOX 672KUPRII1571 SIZE B SHEET: NTS MIDVAAL.GAUT&K- M4a SIZE D SHEET: NTS EL-+27'19W7023 0VQ PRODtJCTS QVILO NETWORKS SHEET D02OFD16 MAR w4oldvrwa-corn FILE NAME:TDS TWINID 0898EA 10 AXS 400 H H DETAIL ® ° v Dig Line,Inc. 811 or 800-342-15-BS TOP VIEW TWINID_0898EA_10 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW Awk m � 0 LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com -M DRAW;f els A1.4 7M COlPYR1v►a DRAWN: A Du To-if Dro"""v 110_ 49?EOF a TIE PPOPPEr.Y OF LUG AFC M40k-AXS_40OR-ASSY REVISIONS 0 405.38 MAY 40T K COMM W"OILY OQ IN DATE DESCRIPTION INITIAL PART.AW THE CO#179M 1KReOF MAY CHECKED: 07/07/23 INITIAL SUBMISSION WS 110T bE Da CLOSED TO ANY 7"90 -,OOR-ASSY PAJM=YIIr1MO VVWT7V4 CO►.SENr. VT DATE: 17/08/2020 1i1"1"OA SCALE(A3): 1 :6 3D1S/300106107 evah"E FACTOR,Pea Am.MBOQDERG SCALE ROAD la=:.[LIPQNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAL GAU e-C- SIZE D SHEET: NTS Td+27 11 9-m 7= SHEET D03 OF D16 MAIL:w4odweAa cc so FILE NAME:TDS TWINID 0898EA 10 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898EA 10 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f I 20.79 19.69 2079. TILSON OYVENSIONSNNCf5 On a Mission T: (207)591-6427 F: (207)772-3427 -M MAyrgNM THE COPMGW D1a�10 gyp- InfoOttl9ontech.com R.99 � DRAWN: A Du Tod TF!8?E0F 1S TFE irl OF neap A►40 M4A-AXS-SOOR-ASSY MAY t+07 BE WHOLLY OR a REVISIONS ��y �I J PAQT•At a)THE COW.@'�$THERfaf WY CHECKED: g rtift: DATE DESCRIPTION INITIAL t10-6E DISCLOSED TO ANY THWO I$ppR AXS CHAMBER REV001 07/07/23 INITIAL SUBMISSION W$ 1 PAR'TB Wrt»an WRr'TBJCaQ919. DATE: 12/08/2020 +rw+MOLsaAFR+cA SCALE(A3): 1:7 A SECTION A-A 2015/360106/07 R2.0 EVENTS FACTORY PR&v%15.HECCILIU 2G 21.89 ROAD 1R=1•KtuINvER 1871 SCALE POOOX 672 KUMVER 1871 SIZE B SHEET: NTS NVDVAAL GA rDOG J -EL-y 71 903 7021 r OUR PRODUCTS BUILD NETWORKS SIZE D SHEET: NTS MokJL niotrman.com SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 10 . . Line,Inc. 811 or 800-342-1585 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 11■1 I I ■■■ 11■I I I ®�■ [I . 11■� M oil I .1 1■I��■I -I�i�� 11 it■■�� S �11 1■I ■1 I■ r■II111■N1 ■► _ �� —B al Run 'J • low IIL ■EAI■■Iw■■L II riplftl � , ,► . . TOS SLAC BRACKETS OSO • , , �� jam% s i • , == �.- •� .� =� . � Ila MA'a-V UV MEDIUM DUTY ICT ACCESS SHEET D050FD16 FILE NAME:TDS J DTWINI •... 10 CHARLES 101 - 811XT PEDESTAL DIG -: Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 7 . 5 INSIDE I e • • INSIDE '•• �-PADLOCK .• HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION WS SCALE SIZE B SHEET: NTS .. "Imf ��� SIZE GRbsING N4. ISS. SIZE DSHEET: NTS �"O�'�'�'� A 10 I H 0 I I - I I Q Q OWF REV. SHEET D06 OF D16 / If0 FI FI H!E THIS IS TIE CVIET 0 OF EXILES,"mEI EI LTD. .A4DTA SIPLI•CT DE SE&LE .187 101 NOI I-I IUOUYP SNIIT I 0{ IEE.�)y(ED. COEIE9 M jbFO IN A,r u,ulE.IETII-E�TEL TO TNFIE I•fE•ST'S FILE NAME:TDS TWINID 0898EA 10 CHARLES 104 - 1211X1 1 " PEDESTALS DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898EA 10 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I I I . 25 — + INSIDE I -- - t HASP '�- - --� I I I I 22 , 0a I I 38 . 08 I I I 10 . 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtlsontech.com REVISIONS DATE DESCRIPTION INITIAL I 07/07/23 INITIAL SUBMISSION WS I 2 I . 37 SCALE . 150 I SCALE SIZE B SHEET: NNTS TS oe w I he ao. I s B E 1 0 4 H 0 1 1 - 1 1 0 0 0�V P RE SHEET SHED07 OF D16 TNIS 11 TIE rr IM Cf COKE$ I-01 MIES LTD 110 1NILL W DI GDD FILE IMt MEDMOOICEO. COr110 Or uUD 1e m IUr10 DITDI-EYT�L TO INEIr ItTEPESTS SCOLE 125 IOIH01 I-I I'- w' SHEET FILE NAME:TDS TWINID 0898EA 10 TFSD-301 TYPICAL TRENCH .-- DIG- ". Dig Line, Inc. 2 14 TWINID_0898EA_10 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 OOo SUBGRADE OR Jp o0O0 0 o NATURAL GROUND 1 1 \O I 0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° j p° PROPER SHORING 0 \ O OR LESS THAN 5' �p LEGEND \ o C o /y O` 12 �o \\ 6 O CUT BACK, 12" MINIMUM. O 0 / o \ O O J O O2 SURFACE REPAIR WIDTH, 6' MINIMUM. p N j o O EXISTING SURFACE. F C o j w w =o \\ Op a 13 ® EXISTING BASE. o o �\ < p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w= '3 O° 15 ° 7 >W >Q , 0 0 JOo�/\ © TRENCH BACKFlLL PER SECTION-306. Ir o j Op°0OO° o_0 Vp o p0 //\ O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). w w e. •° 16 6" MIN. \� a a-i \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w i EACH 6 STABILITY (PER SECTION-304). Fe d \ SIDE O °• \\ 10 UNDISTURBED SOIL (TYP). \ : ° \ �\ NOTE B /� /\ \/� 11 NEW PAVEMENT AND BASE. �\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10-// OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 17 REVISIONS SECTION 307). ----------- 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 1© ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON OA TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFlLL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 07i07i23 INITIAL SUBMISSION ws 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TDS TWINID 0898EA 10 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT g 2 PER SEC. 3� �4 VARIES o I � p p 1 TWINID_0898EA_10 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 6 5 EXISTING_ 0 11 OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE BASE (MIN.) UNLESS A GRATER DEPTH S OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OS MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL 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 Og CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 07/07/23 INITIAL SUBMISSION WS PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NITS SIZE D SHEET: NTS TWIN OFALLS SURFACE REPAIR DETAILS N� TFSD- 303 SHEET D090FD16 FILE NAME:TDS TWINID 0898EA 10 SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc. 811 or 800-342-1585 W/2 W/2 3- TWINID 0898EA 10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. 0 1 v W/2 W/2 3' 1 N TYPE 2 N.T.S. 0 IY W/2 W/2 3. 1 's;- -0..R Ck 0-- J.- 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N T S SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. G) NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 07/07/23 INITIAL SUBMISSION WS APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY, 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898EA 10 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898EA 10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL klml a - BOTTOM OF PLANT MIX PAVEMENT 3 a b 6 a d O ad 8 4. :.:;�'::•..:.. r:. EXISTING CITY UTILITY \�----- ----7v n \ LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. O2 SURFACE REPAIRS PER SECIION-307 AND TFSD-303. O3 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. O TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF 3/4" OUTSIDE VEHICLE TRAVEL AREA. Op USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE L 5 0 LESS THAN 6" IN DIAMETER. O5 PIPE OR CONDUIT. .. 8O COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T: (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. 7O MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION WS ®UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TDS TWINID 0898EA 10 SD-307 BORING AND JACKING DETAILS DIG -: Dig Line,Inc' 811 or 800-342-1585 4 TWINID 0898EA 10 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL VA B 6 6 3 18' 24" �D SKID DETAIL LEGEND N.T.S. O SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. 1 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A—A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 07/07/23 INITIAL SUBMISSION WS 2012 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR PUBLIC CONSTRUCTIONKS DETAILS N0 SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 10 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1GUM Dig Line, Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID 0898EA 10 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 126.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. 0 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. .. OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 07i07i23 INITIAL SUBMISSION wS © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 2018 APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898EA 10 TFSD-802 TYPICAL RURAL STREET SECTION ® DIG" : Dig Line,Inc. 811 or 800-342-1585 STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH I TWINID_0898EA_10 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w r— qR/ OP COP R 5 3 eS 5� 6 S £4 P\E 3 �I 3 1 (� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT h BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT—OF—WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND 0 �, TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. OF STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT mimlzs NiTAtSUBMISSION ws DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. O BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898EA 10 TFSD-803 TYPICAL PAVED ALLEY SECTION ® DIG"" : Dig Line,Inc. 811 or 800-342-1585 R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5" AS MM7 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID FALLS, 10 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION QTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 2 8" THICK CONCRETE 2% RIBBON CURB O O� O O� O� ° QOO O�QOO O�QOO MINUS CRUSHED GRAVEL OO O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH F/L 3" BELO OWN AND EDGE 1 2 -- LEGEND TYPE IV-NEW ALLEYS O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. T I L S O N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. On a Mission T: (207)591-6427 F: (207)772-3427 NOTES: InfoOtnsonleoh.00m OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS t�B ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 07/07/23 INITIAL SUBMISSION WS @ MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. OE SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FD16 FILE NAME:TDS TWINID 0898EA 10 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898EA_10 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL .:? \,\9 OF EtP k6 5 SS. Rq p�ps 2 1 Rik' NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. n n O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. OE MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL-DE-SAC TO RANGE BETWEEN 1% AND 3% STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R/W WIDTH TYPE OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL-DE-SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL-DE-SAC CIRCLE. 1O CONCRETE SIDEWALK. 2O STANDARD OR ROLLED CURB. ' O3 RIGHT-OF-WAY LINE. L 5 0.v, STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [16.51 17.0 [20.0] DATE DESCRIPTION INITIAL 07/07/23 INITIAL SUBMISSION WS TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 1 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898EA 10