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HomeMy WebLinkAboutTWINID_0898GA_03_REV1-compressed .i 1 +� tip? � ♦ 4 � DFN NAME : TWINID 0898GA 03 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID , • rt.-L� �+ •• •~may `+- -�r� + '—~'' "t.'. •t_ , w • - T - l '� ,- -` ter TDS ♦1 DOME Dig Lino.Inc. �•- is' � - � _ r go-..••• ' —-_ - N Cortege.R Up n Z 26 . I r TWIN FALLS,ID C) MATERIAL DESCRIPTION QTY ACTUAL &A of evergreen v D� - • �� v n NAM _ ` Z O l R • ^�� ` "Holly Dr ' . I ( � � , o w �. ; t 1 Pomer+�lle Dr Julieln A �l - . • l 1111111111111111111■ dL - j Bitten _ �1 � � •• ,N ` • ' 1111111111111111111■ OS-1O' • �� soh-Z . r' — r , �� � _ -• �� agoNot °,•' ^ �,■�' 'fir'Y'" • - 1►ld* u4 kh► Dbraa Ors r �� S r � •• _ —Falls Ave t, .- . C 1a TILSON On a Mission JURISDICTIONPERMIT 04 0: NEW UNDERGROUND 04 0: JURISDICTIONPERMIT 0NEW � • UNDERGROUND EXISTING UNDERGOUND SHEET A02 OF FILE NAME:TDS . 0... ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. R'lI 7r HUi 1 DWG NO. SHEET NAME T W I N I D_0898GA_03 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 H H DETAIL . ..................... ............................................................................................................................ . D04 AXS 500 H H DETAIL . ..................... ............................................................................................................................ . D05 AXS 900 H H DETAIL . ..................... ............................................................................................................................ . D06 CHARLES 101 - 8"X7' PEDESTAL . ..................... ............................................................................................................................ . D07 CHARLES 104 - 12"XI 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 Q E01. ..................... ..TRAFFIC CONTROL PLANS COVER.............................................................................. . - I L S O N o . ..................... ............................................................................................................................ . E02 TRAFFIC CONTROL PLANS LOCATION MAP o ............................................................................................................................ . T: (207) 591-6427F: (207) 772-3427 a E03 TRAFFIC CONTROL PLAN infoOtilsontech.com 0 E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS 0 . ..................... ............................................................................................................................ . DATE DESCRIPTION INITIAL w o E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 02/17/23 INITIAL SUBMISSION BRL o_ . ..................... ............................................................................................................................ . 04/07/23 REV PF E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 3 . ..................... ............................................................................................................................ . E07 HALF-ROAD CLOSURE MULTI-LANE > . ..................... ............................................................................................................................ . E08 WORK ON PARKING LANE �I .......... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS SIZE D SHEET: NTS Co SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898GA_03 It DIGUnE CONTACT SHEET ag Line,Inc. H Hu o J •.2 1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 03 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 ' Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 Q FEDERAL GOVERNMENT � Chris Haskin Director-Network Engineering 608-664-4443 TILSON 0 On a Mission c� o Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttlsontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 a OTHER REVISIONS 0 Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL w 02/17/23 INITIAL SUBMISSION BRL Brian Thomason Manager-Network Engineering 785-477-8582 04/07/23 REV 1 PF 7 Bob Perkins Director-New Market Implementation 218-568-2112 N Jim Scibelli Manager-Field Services 208-996-2755 0 UI Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE ml 0I Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS Q G1 SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898GA 03 ® DIOUM GENERAL NOTES ag Line,Inc. r, ,• Hui, •.? 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 02/17/23 TWINID 0898GA 03 IN NSPECTOR OR CERTIFIED CONTRACTOR.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. I 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - ADDED CONDUIT AND 04/07/23 TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. HAN D H OLES TO SHEET C 12 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 Q .5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE T I L 5 0 N CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL o REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission o 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 Z AFTER POURED. p ASPHALT: REVISIONS 0 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 02/17/23 INITIALSUBMISSION BRL O 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 04/07/23 REV t PF THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH 3 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 0 300&800'S STANDARD DETAILS. UI 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 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 0 AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SIZE D SHEET: NITS co co SHEET B02 OF B03 0 Z FILE NAME:TDS TWINID 0898GA 03 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C c ag Line,Inc.AERIAL CABLE A A CONOUITSCHEDULE EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT RB(3) 1 DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E U/E 1 DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS c c— CORE BORE C—————— 1' DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —0IL OIL DIRECTIONAL BORE CONDUIT —Da— �Im 12S" DIRECTIONAL BORE 1 1.2S' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25" DIRECTIONAL BORE 2 1.25' TWINID 0898GA 03 EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —SD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD — EXISTING UNDERGROUND WATER —V`� W CENTERLINE C/L —C/L RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) m — — — — — ELECO VAULT(VLT) O PROPERTY LINE FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) Q SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER ® T I L S O N o STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , On a Mission CD CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 u EXISTING GAS LINE , InfoOtasontech.com O CULVERT(CUL) / \ EXISTING POWER LINE REVISIONS o GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE O 02/17/23 INITIAL SUBMISSION BRL GAS VALVE(GV) ®® EXISTING SEWER LINE , 04/07/23 REV 1 PF GAS METER(GM) lJ EXISTING WATER LINE , o UNKNOWN MANHOLE(UMH) O U �i UNKNOWN HANDHOLE(UHH) n SCALE o SIZE B SHEET: NITS Q UTILITY POLE(UP) �O SIZE D SHEET: NITS co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898GA 03 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C19 MATCH TO SHEET #C2 GAS LINE W WATER MAIN — SS SEWER SD STORM DRAIN L:37' —E POWER LINE 835 DB(1)1.00" 911 D 1+96 PLACE NEW I E] ELECTRIC HANDHOLE QELECTRIC VAULT 14"OX24"AXS 400 TIER 8 HH AT I i A 1+51 /D 0+00 PLACE NEW ELECTRIC METER ELECTRIC CABINET D 2+92 PLACE NEW I 14"OX24"AXS 400 TIER 8 HH AT m 042.57782091,-1 14.46083910 14"0X24"AXS 89,-1 DUTY HH AT D 0+88 ELECTRIC MANHOLE 042.57783889,-114.46118770 ACCESS POINT ID:#7010-001.1 042.57792898,-114.46021438 C 2+91 PLACE NEW TRANSFORMER GR/GB:N/ISO:N ACCESS POINT ID:#7010-001 LIGHT POLE ACCESS POINT ID:7010-001.2 GR/GB:Y/ISO:Y 14"0X24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:Y 201 042.57781728,-1 14.4594721 1 O SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:#7000-023-1 ® SEWER VALVE ® GAS VALVE D 1+09 GR/GB:N/ISO:N L:196' _ ❑TS TRAFFIC SIGNAL �G GAS METER M/N 0 © COMM MANHOLE ® WATER VALVE [[ M/N © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER DB O DRAINAGE MANHOLE 0 UTILITY POLE 0 p ® CATCH BASIN CULVERT M - .T L:95' p 1+36 END OF ITD ROW L:139' 4uwwfMp W DB(1)1.25" BEGIN TWIN FALLS ROW DB(1)1.25" W W W W W M C,2 c„ C 0+52� C 0+52 END OF ITD ROW W T..q BEGIN TWIN FALLS ROW C 2+20 U ! to DBR/W /W 4t L col 09 pR — � A 0+12/C 0+12 w � I L:279' C75 Co6 OS a icy # DB(1)1.25" LIJ L:12' _ 04 • DB(2)1.25" ' I Cl o6 I— A 0+00/C 0+00 C C19 002 C14 EXISTING 500 AXS HH AT 042.57751394,-114.46020039 = I c fl$ ` 3 IF PLANNED STRUCTURE (SEE DFN:TWINID_0898GA_01) U IS NOT YET INSTALLED, `— a CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#7000-023 Memo-*+►►+ -3GR/GB:Y/ISO:Y PREPARED FOR: 883 ; ETILSON �yy 9 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 3 02/17/23 INITIAL SUBMISSION BRL I 04/07/23 REV 1 PF SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C01 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 3 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE A 5+56/E 0+00/F 0+00 PLACE NEW — 14"OJX24"AXS 400 TIER 8 HH AT ELECTRIC HANDHOLE Q ELECTRIC VAULT '-� 042.57904039,-114.46019980 960 ELECTRIC METER m ELECTRIC CABINET i A 6+44/G 0+00 PLACE NEW - ACCESS POINT ID:#7010-002 14"OX24"AXS 400 TIER 8 HH AT ELECTRIC MANHOLE GR/GB:Y/ISO:Y I LIGHT POLE TRANSFORMER 042.57904348,-1 14.46052526 ACCESS POINT ID:#7010-003 '/r E 5+20 PLACE NEW GR/GB:Y/ISO:Y I E 2+gb PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT O SEWER MANHOLE © GAS MANHOLE 952 14"OX24"AXS 400 TIER 8 HH AT 042.57880155,-1 14.45857560 1 155 ® SEWER VALVE ® GAS VALVE N 042.57880649,-1 14.45944600 ACCESS POINT ID:#7010-002-2 L BB' rn ACCESS POINT ID:#7010-002-1 N TRAFFIC SIGNAL GAS METER DB(1)1.25" GR/GB:N/ISO:N GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE I COMM HANDHOLE HYDRANT L.80, DB(2)1 25" L.206 L:234 ® COMM PEDESTAL Q WATER METER L:154 c DB(1)1.25" DB(1)1.25" O DRAINAGE MANHOLE C-0)UTILITY POLE DB(1)1.25" A 4+76/E 0+80 ® CATCH BASIN >--<CULVERT 1p DB wuww tp W I —7— E 0+88- E 0+98 END OF ITD ROW � az a1 949 G 1+54 PLACE NEW I I BEGIN TWIN FALLS ROW I r T-A U I 1 AXS 400 TIER 8 AT U 042.5 ! 10 042.57862069,-1 14.4605252700 I I � '--f/W R/W _ ACCESS POINT ID:#7010-003.1 fl col 09 p� GR/GB:Y/ISO:Y _ �y W I L:85, L:45' W c1s cos oa W I DB(1)1.2-" DB(1)1.09, I_IW 3 = 104 o3 ni L:56' DB(1)1.00" O I 1140 1150 O C T C19 11� 114 vi C C73 Q L:325' I !� a 947 C I DB(1)1.25" yr • Q w14�*r►►. PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 1139 �I 1 # REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 3 04/07/23 REV 1 PF SCALE ' e SIZE B SHEET:1"=50' MATCH TO SHEET #C1 MATCH TO SHEET #C13 SIZED SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL CO2 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ••• •.••.. FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C4 GAINE W WATTEER MAIN SEWER SD STORM DRAIN —E POWER LINE 1 070 - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 111 1 ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE - C TRANSFORMER + LIGHT POLE SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER A 9+96 PLACE NEW - O © COMM MANHOLE ® WATER VALVE 14"OX24'AXS 400 TIER 8 HH AT 3 I © COMM HANDHOLE HYDRANT 042.58000837,-1 14.46046210 I ® COMM PEDESTAL Q WATER METER ACCESS POINT ID:#7010-006 1 GR/GB:N/ISO:N O DRAINAGE MANHOLE �)UTILITY POLE ® �< 3 CATCH BASIN CULVERT 1041 I _ '_ � � 4a•Id�Mlr i 00 1039 L:154' _ — :2 C11 to — -- �� c07 09 pR 1037 W 0 1038 .Z1 1 0 C15 C06 8 3 _ i C04 F 1+72 PLACE NEW cl#rrl dSc CO3 LO 3 {14"OX24"AXS 400 LT DUTY HH AT r I A 8+42 PLACE NEW 042.57951352,-1 14.46018330 c a9 7C12:1 a4 1 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:7010-002. c * fcls U 3 042.57958591,-114.46047032 GR/GB:Y/ISO:Y ACCESS POINT ID:#7010-005 �I GR/GB:N/ISO:N I — a ' 1021 I I I U/E U/E lift PREPARED FOR:46;0��' A 7+18 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT I `� - ETILSON 042.57924595,-1 14.46050476 L:172' ACCESS POINT ID:#7010-004 DB(1)1.25" � T:(207(591-6427 F:(207)772-3427 - GR/GB:N/ISO:N I • • info@tilsonfech.com REVISIONS 1007 _ DATE I DESCRIPTION INITIAL 3 I 0 /17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF L.74 BU 5 SCALE DB(1)1.25" SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL CO3 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER -R/W- RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C8 GAINE W WATTEER MAIN ou SEWER • SD STORM DRAIN 1099 —E POWER LINE 93 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET .Zl oil ® ELECTRIC MANHOLE �y \ I give LIGHT POLE U TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE las SEWER VALVE ® GAS VALVE w ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE +b © COMM HANDHOLE HYDRANT DB(1)1.25" ® COMM PEDESTAL Q WATER METER •. O DRAINAGE MANHOLE 0/UTILITY POLE 1097 i ® CATCH BASIN �\CULVERT A 12+59 END OF ITD ROW _ BEGIN TWIN FALLS ROW '�� A 13+82 PLACE NEW T 14"OX24"AXS 400 TIER 8 HH AT 042.58073258,-1 14.46091410 ACCESS POINT ID:#7010-008 c1z C11 Ln U GR/GB:N/ISO:N y A 12+59 ! j.1 col UR _ f g 1+94 PLACE NEW ` am W nn/a3 I 14"OX24"AXS 400 LT DUTY HH AT DB 042.58071974,-114.46017081 1080 c15 cos oa ACCESS POINT ID:7011-002 04 L:241' O DB(1)1.25" Cl �t cos O I t C C19 CO2 C14 U R/W — R/W 3 I L:117' - tab c * C13 CQ �} G IB 0+77 PLACE NEW WA-~" + I 3 14"OX24"AXS 400 LT DUTY HH AT � ; 042.58039782,-114.46016975 PREPARED FOR: � � •� ACCESS POINT ID:7011-001 �1061 A 11+41 /B 0+00 PLACE NEW 907 ETILSON 14"OX24"AXS 400 TIER 8 HH AT T:(207(591-6427 F:(207)772-3427 042.58040575,-1 14.46045436 ` info@tllsontech.com ACCESS POINT ID:#7010-007 I I ( REVISIONS GR/GB:Y/ISO:Y DATE DESCRIPTION INITIAL L:77' 1070 02/17/23 INITIAL SUBMISSION BRL nano 9s L:145' 04/07/23 REV 1 PF DB(1)1.251. —W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C04 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 6 GAINE W WATTEER MAIN SEWER SD STORM DRAIN 1098 1091 —E POWER LINE ` 1099 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT _ ELECTRIC METER m ELECTRIC CABINET - ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE D L.223, QS SEWER MANHOLE © GAS MANHOLE DB(1)1.25" ® SEWER VALVE ® GAS VALVE \ \ I ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE \\ L:1951 7 C © COMM HANDHOLE HYDRANT DB(1)1.00 lal H 3+25 PLACE NEW ® COMM PEDESTAL WATER METER 14"OX24"AXS 400 LT DUTY HH AT UTILITY POLE DRAINAGE MANHOLE 5'UTILITY EASEMENTS = � 042.58101673,-114.46211723 871 � O �� I 3 ACCESS POINT ID:7010-009-1 CATCH BASIN ��CULVERT TWIN FALLS COUNTY GR/GB:Y/ISO:Y A 15+57/H 0+00/N 0+00 PLACE NEW DOC#:0000562305 / �I I 14"OX24"AXS 400 LT DUTY HH AT / ACCE078301, ID:7010-009 7 �ftp ACCESS POINT ID:7010-009 GR/GB:Y/ISO:Y — / Lot 5 H 0+53 c1z c11 U I 825 U 0 H 0+62 DB(2)1.25" DB(1)1.25" ! lk 1 L 5'UTILITY EASEMENTS ELF coy 09 r J 1+95 PLACE NEW TWIN FALLS COUNTY M�2J I— w 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000562305 i - DB w C15 Coe o8 Lu 042.58077868,-114.46314091 H 0+72 A 15+39/N 0+18 8 ACCESS POINT ID:7010-009-2.1 pj. M = +rn 04 GR/GB:Y/ISO:Y L:325' L:49' DB(1)1.25" DB(1)1.25" c1 d5t cos o C C19 Cot C14 H 1+88 R/ U c * f1s N 1+23 I N 0+67 PLACE NEW Q CQ M/21 - L:493' 14"04205806 AXS 4004IER 8 H 10T G DB(1)1.25" I ACCESS POINT ID:#7010-009-12 ; I z — GR/GB:N/ISO:N PREPARED FOR: T W/ W7- - ,W - -R,'" � 83 I ETILSON M 0+89 PLACE NEW w 14"OX24"AXS 400 LT DUTY HH AT I _ 5'UTILITY EASEMENTS 3 T:(207(591-6427 F:(207)772-3427 k 042.58022211,-114.46216688 TWIN FALLS COUNTY ACCESS POINT ID:7010-009-11.1 DOC#:0000562305 68 I inio@}il REVISIONS SIO.NS GR/GB:Y/ISO:Y � 778 I m DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 796 I DB(1)1.00" _ _ 04/07/23 REV 1 PF 816 w m p SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C05 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ••• •••••. 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 ELECTRIC CABINET �� - ❑ ® ELECTRIC MANHOLE TRANSFORMER A 20+77 PLACE NEW LIGHT POLE •.f 14'OX24"AXS 400 TIER 8 HH AT O SEWER MANHOLE © GAS MANHOLE 042.58220534,-114.46152060 I ® SEWER VALVE ® GAS VALVE # ACCESS POINT ID:#7010-011 ~ GR/GB:N/ISO:N ❑7S TRAFFIC SIGNAL � GAS METER . 41 y - � . - _ - © COMM MANHOLE ® WATER VALVE lk* • ; # . ,r� © COMM HANDHOLE HYDRANT !,m . ; •. F ' i+ ' ® COMM PEDESTAL Q WATER METER V - + • 3 O DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT •� 1117 -t 4. 4& 00 a / �! • L:297' uj w �� / / • ■ * • ■ DB(1)1.25" w C15 C06 oa ui .''' — C1}L • j 1 ■ I '■ Or- O 7f1 MISC03 •� - _ R ' �� + a ■ + +t I c c19 Coe C14 • — 2 — ~ ■• TZ * IF U - L C13 v Q tw ; — Q � o PREPARED FOR: a r ~ A 17+81 PLACE NEW J 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT i 042.58139151,-1 14.46150390 042.58131468,-114.46313051 4M ACCESS POINT ID:7010-010 T I L S O N ACCESS POINT ID:7010-009-2 3 GR/GB:N/ISO:N 10'UTILITY EASEMENT GR/GB:Y/ISO:Y T:(207(591-6427 F:(207)772-3427 TWIN FALLS COUNTY ■ 10'UTILITY EASEMENT IA info@tilsonfech.com DOC#:0000562305 TWIN FALLS COUNTY ` DOC#:0000562305 I 11j 1111 REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL Q I 04/07/23 REV 1 PF 5'UTILITY EASEMENTS TWIN FALLS COUNTY I 5'UTILITY EASEMENTS U/E DOC#:0000562305 TWIN FALLS COUNTY 8 I SCALE — "= 1099 1098 DOC#:0000562305 1091 SIZE B SHEET:1 50' MATCH TO SHEET #C5 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C06 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... 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 Z I SD STORM DRAIN E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT _ ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y 3 U TRANSFORMER LIGHT POLE � $ SEWER MANHOLE (; GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER 746 © COMM MANHOLE ® WATER VALVE It © COMM HANDHOLE HYDRANT - ® COMM PEDESTAL Q WATER METER ` I O DRAINAGE MANHOLE UTILITY POLE ® CATCH BASIN CULVERT I T1 -% 40 -mosesomob I �n- C12 ci t 10 +81 PLACENEW Col 09 �y UR 14"GX24"AXS 400 TIER 8 HH AT w 042.58276326,-1 14.46151662 w C15 C06 oa ACCESS POINT ID:#7010-011.1 " GR/GB:N/ISO:N +rn o4 r OCl �6 CO3 EUT C C19 CO2 C14 � � I I = * f L:58' U c C13 DB(2)1.25" I--- i ..I \ , � Yew*1►►. ; 23+80 PLACE NEW 0 PREPARED FOR: 14"OX24"AXS 400 TIER 8 HH AT 6 ow 042.58260527,-1 14.46166951 A 22+23/A 23+39 'mot ACCESS POINT ID:#7010-01 1.2 �t GR/GB:Y/ISO:Y L:41' DB(1)1.25" ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL L:146' 04/07/23 REV 1 PF DB(1)1.25" SCALE T SIZE B SHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL I C07 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... 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C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ■■■ ■■■■■. FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 10 GAS LINE W WATER MAIN SEWER —SD STORM DRAIN 1 230 , —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET 120 ® ELECTRIC MANHOLE �y \ I U TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE _ _ © COMM HANDHOLE HYDRANT M/2I ® COMM PEDESTAL WATER METER W O DRAINAGE MANHOLE 0 UTILITY POLE ■ _T j ■ ® CATCH BASIN CULVERT r R W _ C71 U (If L:251' o � DB(1)1.25" C., 09 -colp 1208 W w B 9+22 PLACE NEW 1 188 C15 Cos o8 14"OX24"AXS 400 TIER 8 HH AT 042.58271759,-1 14.46012638 +rn coo O ACCESS POINT ID:#7011-005 GR/GB:N/ISO:N cl cos C C19 CO2 C14 C C13 Q I 1180 1212 — a 1 176 • PREPARED FOR: L795' ETILSON DB(1)1.25" 1170 I T:(207(591-6427 F:(207)772-3427 - info@filsonfech.com REVISIONS I DATE I DESCRIPTION INITIAL 1220 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF IN 1160 SCALE 1 162 SIZE B SHEET:1"=50' MATCH TO SHEET #C8 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C09 OF C20 1 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ■■■ •■.... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 11 GAINE W WATTEER MAIN m SEWER —SD STORM DRAIN ir E POWER LINE I - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT - ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y gar . I B 14+56 PLACE NEW LIGHT POLE U TRANSFORMER 14"OX24"AXS 400 LT DUTY HH AT 042.58418218,-1 14.46009644 1 260 OS SEWER MANHOLE © GAS MANHOLE 193 I I SEWER VALVE GAS VALVE ACCESS POINT ID:7011-008 GR/GB:Y/ISO:N ❑n TRAFFIC SIGNAL GAS METER I � © COMM MANHOLE ® WATER VALVE B 15+32 © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER .Zl I I O DRAINAGE MANHOLE 0 UTILITY POLE �; 1 F •+ \ ® CATCH BASIN CULVERT L:76' 4�drF lr ' • DB(1)1.25" az C71 3/n1 3/n 10 ! a �- a B 13+80 PLACE NEW C07 091246 �M * 14"fdX24"AXS 400 TIER 8 HH AT 042.58397285,-1 14.46010580 120 C15 Coe cob ACCESS POINT ID:#7011-007 1 r r GR/GB:N/ISO:N _ CO3 04 + 1213 ■ _ Cl �6 C19 1CO2±,CI4 C * 1207 1 fC3 L:206' PREPARED FOR: � DB(1)1.25" — 1205 � B 11+74 PLACE NEW T I L S O N 14"OX24"AXS 400 TIER 8 HH AT � 042.58340704,-1 14.46013533 T:(207(591-6427 F:(207)772-3427 ACCESS POINT D:#7011-006 info@tllsontech.com W GR/GB:N/ISO:N w 1203 REVISIONS ■ DATE I DESCRIPTION INITIAL } 02/17/23 INITIAL SUBMISSION BRL RAW _1 I -- 04/07/23 REV 1 PF --I 1230 SCALE ■ SIZE B SHEET:1"=50' MATCH TO SHEET #C9 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C10 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ■■■ ■■■■■. 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 r E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE s SEWER MANHOLE GAS MANHOLE 1340 ® SEWER VALVE ® GAS VALVE D � da ❑n TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE . © COMM HANDHOLE HYDRANT _ ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT I P. C�1 az a, 1309 FJ m - 10 µ 3 3 _ col 09 �y a 0 W � sf - \ � F C15 Co6 OS 04 U) C1 (N CO3 1 a \ C C19 CO2 C14 B 17+63 _ � � � c c13 Q R/W B 17+39 1288 C B 17+63 END OF ITD ROW 3 *r►►+ G \L: BEGIN TWIN FALLS ROWB 18+85 PLACE NEW O I PREPARED FOR: 14"OX24"AXS 400 TIER 8042.58479143,-114.460GRGEBSNOiOID:#70160' now TILSON DB(1)1.25" 1 29� T:(207(591-6427 F:(207)772-3427 li �" � info@filsonfech.com REVISIONS L:429' DATE DESCRIPTION INITIAL 1275 DB(1)1.25" -- 02/17/23 INITIAL SUBMISSION BRL T 04/07/23 REV 1 PF SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C11 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE _W_ W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE - IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET — 1 ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT s m ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE T ® CATCH BASIN CULVERT 815 _ 4�d.M Ir W 0+50 PLACE NEW X 1+62 PLACE NEW 14"GX24"AXS 400 TIER 8 HH AT C12 C71 14"GX24"AXS 400 TIER 8 HH AT 042.58492840,-1 14.461 10620 042.58494025,-1 14.46277990 ACCESS POINT ID:#7011-010.1 ► ACCESS POINT ID:#7011-011.1 GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y C07 09 UR L:50' DB(1)1.25" w C15 Coe 08 — M�21 —�y---M/ 21 "N�8 M/N —M/ Lu 04 Cl �6 CO3 DB(1(1)1.25" O C C19 CO2 114 M M c C13 , R/W =r� a�` A mR�W DB R/W —�g R/W B }110' B 23+95/X 1+10 C MMwo-*+�*+ -3L: G DB(2)1.25" L:450' DB(1)1.25" B 19+45/W 0+00 PLACE NEW PREPARED FOR: 14"fbX24"AXS 400 TIER 8 HH AT B 25+05/X 0+00 PLACE NEW 042.58479044,-1 14.461 10213 .r 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINTGR/ID:N 01110 IN i 802 ACCESS POI ,-1 14.4631-01 1 T I L 5 0 N ACCESS POINT ID:#701 1 1 762 ih• I GR/GB:Y/ISO:Y �i40 i��M� Mir i'�if •� ��1•i R�aa•�1 2 3i �i i�����ii�i�� T:(207(591-6427 F:(207)772-3427 info@filsonfech.com "�"'���'� �+��� �Ms• a� ��� REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C12 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C2 MATCH TO SHEET #C14 GAS LINE W WATER MAIN SS SEWER —SD STORM DRAIN —E POWER LINE 1 41 1 imdE] ELECTRIC HANDHOLE Q ELECTRIC VAULT im ELECTRIC METER m ELECTRIC CABINET 1241 +�, ® ELECTRIC MANHOLE C 6+16 PLACE NEW I � TRANSFORMER 14"OX24"AXS 400 TIER 8 HH AT T LIGHT POLE 042.57779871,-114.45826565 i O$ SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:#7000-023-1.1 GR/GB:Y/ISO:Y ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER L:325' DB(1)1.25" © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT MAI fu1 _-M/a ® COMM PEDESTAL Q WATER METER �B M/b M/8 i�il/ti OD DRAINAGE MANHOLE l"L/ '❑ �UTILITY POLE ® CATCH BASIN >\CULVERT M M M 4�d�Mlr M W w az C71 W W W W W U —R/W W ! a 10 R/W R/W—z� R/W c07 09 UR Lu LL C15 Co6 08 04 if O 4 03 ■ !r '* C C19 CO2 C14 13341 131 I� PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 870 info@filsonfech.com REVISIONS 40 DATE DESCRIPTION INITIAL 863 T 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 868 $ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C13 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... 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 RE , ® ELECTRIC MANHOLE TRANSFORMER 1 LIGHT POLE NEW wAXS 400 TIER 8 HH AT O SEWER MANHOLE © GAS MANHOLE 042.57880010,-1 14.45823230 � ® SEWER VALVE ® GAS VALVE ACCESS POINT ID:#7010-002-3 GR/GB:N/ISO:N 14 1 1 ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE + L.92' * 1 41 1 © COMM HANDHOLE HYDRANT DB(1)1.25" i ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0)UTILITY POLE ® CATCH BASIN CULVERT N C12 C„ ;f e a R/VI R/W. E b+91 PLACE NEW =� co7 09 p��y w 14"OX24"AXS 400 TIER 8 HH AT w L:44' L:78' 042.57879661,-114.45794125 ' C15 Coe 08 DB(1)1.00" DB(1)1.25" ACCESS POINT ID:#7010-002-3.1 GR/GB:Y/ISO:Y +rn 04 OCl (D6 CO3 C C1 CCo2 C14 1160 a, U1280 - c * C13 Q I j a PREPARED FOR: IF �- ETILSON qp T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 1139 REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF r SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C14 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... 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 U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT - ♦ ' ', f _ ® COMM PEDESTAL Q WATER METER 4 O DRAINAGE MANHOLE 0/UTILITY POLE ® CATCH BASIN >\CULVERT `� C12 C1, Wv 0 � e a C07 09 a W _ Lu C15 C06 OS �//'�� 04 V/ OCl (D6 CO3 C C19 CO2 C14 _ _ *it Ur f UC C13 Q a r PREPARED FOR: • K 0+00 PLACE NEW 10'UTILITY EASEMENT 14"(dX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.58132978,-114.46414928 T I L S O N DOC#:0000562305 ACCESS POINT ID:7010-009-3 GR/GB:Y/ISO:Y _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com _ — REVISIONS -- ------ _ DATE DESCRIPTION INITIAL w U/E I 02/17/23 INITIAL SUBMISSION BRL 10'UTILITY EASEMENT I 04/07/23 REV 1 PF TWIN FALLS COUNTY DOC#:0000562305 5'UTILITY EASEMENTS TWIN FALLS COUNTY 10,UTILITY EASEMENT� TWIN FALLS COUNTY SCALE 10 DOC#:0000562305 DOC#:0000562305 1099 SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER rli BRL C15 OF C20 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 15 GAINE W WATTEER MAIN SEWER SD STORM DRAIN —1099 E POWER LINE L 0+00 PLACE NEW � ELECTRIC HANDHOLE Q ELECTRIC VAULT 1099 ELECTRIC METER m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT 5'UTILITY EASEMENTS 042.581 14852,-1 14.46515332 I ® ELECTRIC MANHOLE ACCESS POINT ID:7010-009-4 - TWIN FALLS COUNTY rn I LIGHT POLE TRANSFORMER GR/GB:Y/ISO:Y DOC#:0000562305 L O$ SEWER MANHOLE © GAS MANHOLE L-197' ® SEWER VALVE ® GAS VALVE O 10'UTILITY EASEMENT DB(1)1.00" TRAFFIC SIGNAL GAS METER W TWIN FALLS COUNTY �\� © COMM MANHOLE ® WATER VALVE DOC#:0000562305 W © COMM HANDHOLE HYDRANT � ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE L:127' 1 ® CATCH BASIN CULVERT DB(1)1.00" s L 1+27 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7010-009-5 - c � c1z c1, GR/GB:N/ISO:N r^ I U ,0 K 1+97 PLACE NEW 14'.OX24"AXS 400 LT DUTY HH AT C07 09 UR 042.58078947,-114.46415975 Lu ACCESS POINT ID:7010-009-3.1 I-I-I GR/GB:Y/ISO:Y Lu c,s cos coa j 1094 755 _ ' tO4�1059 c,f� dSe C C19 002 C14 UC C13 L 2+17 Al/8 M/8 / ~ i1 � A Q .« L 2+22 1 � MY+wo-*r►►. R/W PREPARED FOR: M M � R/W R/W — 10'UTILITY EASEMENT ` R/W TWIN FALLS COUNTY "—�2+77 ETIL S O N DOC#:0000562305 2+82 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 722 736 I I REVISIONS 76 DATE I DESCRIPTION INITIAL 750 02/17/23 INITIAL SUBMISSION BRL L:351' I I I 04/07/23 REV 1 PF DB(1)1.00" SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 17 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C16 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 16 GAINE W WATTEER MAIN SEWER SD STORM DRAIN 7111 L 3+92 —E POWER LINE Amm E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 3/n 3/n 3/n ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y 3/ 3/n - _ — U TRANSFORMER 10'UTILITY EASEMENT 3/n 3/f1 LIGHT POLE TWIN FALLS COUNTY ® SEWER MANHOLE © GAS MANHOLE DOC#:0000562305 ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER 10'UTILITY EASEMENT L 4+79 PLACE NEW PLACE NEW C COMM MANHOLE WATER VALVE I I O TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT I 14"OX24"AXS 40 LT DUTY HH AT PLACE NEW COMM HANDHOLE HYDRANT 042.58008605,-1 14.46485289 042.58008209,-10 14.46447922 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000476461 © ACCESS POINT ID:7010-009-6 � ACCESS POINT ID:7010-009-7 042.58007526,-1 14.46383397 ® COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:Y I I GR/GB:N/IS N I ACCESS POINT ID:7010-009-8 _ GR/GB:N/ISO:N O DRAINAGE MANHOLE �)UTILITY POLE CATCH BASIN CULVERT �i I M W C12 C11 M/a M/a M a U ! a 10 +' C07 09 a W C15 Co6 08 W 04 1 �6 CO3 '•/ � C C19 CO2 j C14 = * f C IF r7441 Q 706 } 10'UTILITY EASEMENT 772 729 TWIN FALLS COUNTY DOC#:0000476461 `L PREPARED FOR: P 0+00 PLACE NEW PLACE NEW ' 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT m - � 042.57919049,-1 14.46434353 042.57918736,-1 14.46404653 ACCESS POINT ID:7010-009-19 ACCESS POINT ID:7010-009-18 T I L 5 0 N P 1+39 PLA NEW IGR/GB:Y/ISO:Y GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY CE HH AT 042.57919040,-1 14.46485797 L:139' T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:7010-009-20 DB(1)1.25" info@tllsontech.com GR/GB:N/ISO:N REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 3 n— 10'EASEMENT FOR DITCH 732 TWIN FALLS COUNTY SCALE DOC#:0000476461 SIZE B SHEET:1"=50' MATCH TO SHEET #C20 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C17 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 5 GAS LINE W WATER MAIN SS SEWER 10'UTILITY EASEMENT 5'UTILITY EASEMENTS —so STORM DRAIN 10'UTILITY EASEMENT 10'UTILITY EASEMENT I —E POWER LINE TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:0000476461 DOC#:0000562305 METER ELECTRIC VAULT DOC#:0000562305 DOC#:0000562305 ELECTRIC LE Q ELECTRIC METER m ELECTRIC CABINET E ® ELECTRIC MANHOLE V/ �y TRANSFORMER M/a moo SEWER MANHOLE © GAS MANHOLE M/a SEWER VALVE ® GAS VALVE 10'IRRIGATION LATERAL R/W ❑n TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY M 0+00 PLACE NEW C COMM MANHOLE WATER VALVE � O PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000476461 PLACE NEW © COMM HANDHOLE HYDRANT ( 14"OX24"AXS 400 LT DUTY HH AT _. 042.5800561 l,-114.46206116 042.58007167,-1 14.46349442 14"0X24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7010-009-1 1 ® COMM PEDESTAL Q WATER METER ACCESS POINT ID:7010-009-9 042.58006344,-114.46272989 GR/GB:Y/ISO:Y GR/GB:N/ISO:N ACCESS POINT ID:7010-009-10 QD DRAINAGE MANHOLE �)UTILITY POLE GR/GB:N/ISO:N ® CATCH BASIN >\CULVERT 781 79 I 4- d.M O! N 4+45 c �-4 „ U e a 3 Col 09 �y a W 103 W W Lu C158 N 4+59 N 5+60 PLACE NEW = 14"GX24"AXS 400 TIER 8 HH AT (n `�^ coC06 04 L _ 042.57955282,-1 14.46153203 O ACCESS POINT ID:#7010-009-13 dSe cos O _ I R/W ne/u GR/GB:N ofISO:N C14 vi I--- c c,9 U f N S+OS I U c c,s Q Q a 798 806 82 PREPARED FOR: � PLACE NEW 14"�X24"AXS 400 LT DUTY HH AT PLACE NEW I I 1013 042.57918110, 114.46345252 14"OX24"AXS 400 LT DUTY HH AT I I L L:169' N 9+02 PLACE NEW ACCESS POINT ID:7010-009-17 10'UTILITY EASEMENT ACCE917366, ID:7010-009 4 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" GR/GB:N/ISO:N TWIN FALLS COUNTY ACCESS POINT ID:7010-009-16 042.57916661,-114.46207896 ETILSON DOC#:0000476461 GR/GB:N/ISO:N ACCESS POINT ID:7010-009-15 ♦ GR/GB:Y/ISO:Y T:(207(591-6427 F:(207)772-3427 a \ info@filsonfech.com 10-EASEMENT FOR DITCH 10'EASEMENT FOR DITCH REVISIONS TWIN FALLS COUNTY TWIN FALLS COUNTY " _ L:33' DOC#:00004764e on DOC#:0000476461 DB(1)1.00" DATE DESCRIPTION INITIAL 3 _ 4! N 8+10 02/17/23 INITIAL SUBMISSION BRL 3/n —� 04/07/23 REV 1 PF —3/n 3 3/n 3/n I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C18 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 18 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET 0 Of \ N 7+g3 ® ELECTRIC MANHOLE 96 N 7+29/Q 0+00 PLACE NEW LIGHT POLE TRANSFORMER L:173' 14"0X24"AXS 400 TIER 8 HH AT QS SEWER MANHOLE © GAS MANHOLE �,y \ DB(1)1. 042.57908968,-1 14.4615387425" ACCESS POINT ID:#7010-009-14 ® SEWER VALVE ® GAS VALVE 811 I GR/GB:Y/ISO:Y ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE - j © COMM HANDHOLE HYDRANT 807 ® COMM PEDESTAL WATER METER L:56' - y R/W DB(1)1.25" L:161' OD DRAINAGE MANHOLE C )UTILITY POLE / DB(1)1.25" rrTI CATCH BASIN >\CULVERT Q 2+17 PLACE NEW � / 14"OX24"AXS 400 LT DUTY HH AT Q 1+61 PLACE NEW lb 042.57865023,-114.46175063 14"OX24"AXS 400 LT DUTY HH AT / ACCESS POINTID:7010-009-14.2 042.57864727,-114.46154276 GR/GB:Y/ISO:Y 3 ACCESS POINT ID:7010-009-14.1 0 GR/GB:N/ISO:N I � N az a, N i U U _ 9 10 ! a 115 � C07 09 pq w DB(1)1.25" Lu I w C15 Cos 08 w 803 S 1+64 PLACE NEW U 0+47 PLACE NEW `. 14"OX24"AXS 400 LT DUTY HH AT = 14"OX24"AXS 400 LT DUTY HH AT S 0+97 PLACE NEW n 042.57845029,-114.46348402 X24"AXS 400 LT DUTY HH AT 042.57842264,-114.46237630 OACCESS POINT 114.463484023.1 42.57839795,-114.46262303 ACCESS POINT ID:7010-009-25.3ESS POINT ID:7010-009-25.2 GR/GB:Y/ISO:Y 926 Oc1}� dSe 104 o3 0 GR/GB:Y/ISO:Y LL GR/GB:N/ISO:N c C,9 Coe C14 I = f UC C13 a �, ...i PREPARED FOR: RAW R W • ,-� L:52' \ DB(1)1.25" DB \ - ETILSON T:(207)591-6427 F:(207)772-3427 M�� L:121' info@filsonfech.com P 9+59/S 0+45 DB(1)1.25" 838 L:14T ' REVISIONS DB(1)1.25" L:20' I L:45' DB(1)1.00" P 11+25 PLACE NEW DATE I DESCRIPTION INITIAL DB(2)1.25" 14"OX24"AXS 400 LT DUTY HH AT 02/17/23 INITIAL SUBMISSION BRL P 8+20 PLACE NEW P 10+04/S 0+00 PLACE NEW 042.57833278,-114.46198470 04/07/23 REV 1 PF 14"QX24"AXS 400 LT DUTY HH AT i L:139' ACCESS POINT ID:7010-009-25.1 14"QX2.5 AXS 96,-1 DUTY 42 AT GR/GB:Y/ISO:Y 911 042.57819452,-114.46310181 DB(1)1.25" 042.57827596,-114.46242920 ACCESS POINT ID:7010-009-24 ACCESS POINT ID:7010-009-25 SCALE GR/GB:N/ISO:N GR/GB:Y/ISO:Y SIZE BSHEET:1"=50' SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C19 OF C20 1 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�"V 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_03 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 17 GAS LINE W WATER MAIN SEWER SD STORM DRAIN �j E POWER LINE � 1 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 1 ELECTRIC METER m ELECTRIC CABINET \ 733 ® ELECTRIC MANHOLE _ U TRANSFORMER LIGHT POLE F L.219' OS SEWER MANHOLE © GAS MANHOLE DB(1)1.25" ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER F © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT _ ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT 38 P 4+23 765 P 3+58/R 0+00 PLACE NEW P 3+32 4uwwfMp 14"OX24"AXS 400 TIER 8 HH AT 042.57866607,-114.46456160 P 4+50 ACCESS POINT ID:#7010-009-21 GR/GB:Y/ISO:Y +'.• Ql az a, Col 09 a L:56' \� L:178' Lu C15 Co6 08 c: DB(1)1.00" 938 DB(1)1.25" w I ME 04 939 !'. (/) P 5+35 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT c,fv w.�t cos 042.57861916,-1 14.46394268 \ O L:213' ACCESS POINT ID:7010-009-22 c a9 coz a4 DB(1)1.25" GR/GB:N/ISO:N L:138' DB(1)1.25" L= c f13 PREPARED FOR: 92 924 P 6+73 PLACE NEW / c 14"GX24"AXS 400 TIER 8 HH AT m 042.57835055,-1 14.46359530 L:47' T I L S O N R 2+13 PLACE NEW I R 2+70 PLACE NEW ACCESS POINT ID:#7010-009-23 DB(1)1.25" 14"�dX24"AXS 400 LT DUTY HH 14'0X24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y T:(207(591-6427 F:(207)772-3427 042.57814268,-1 14.46487680 042.57813675,-1 14.46466285 info@tllsontech.com ACCESS POINT ID:7010-009-21.1 ilk ACCESS POINT ID:7010-009-21.2 REVISIONS GR/GB:N/ISO:N GR/GB:Y/ISO:Y - DATE DESCRIPTION INITIAL 772 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF L:32' PAW L:58'-- 9 SCALE DB(1)1.25" SIZE BSHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C20 OF C20 1 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. r -,- Hu,, •.2 1585 TWINID 0898GA 03 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—I I I—I I Iiiiiil=I I I�I I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I la I I-I I MI 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—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=I I I—I I I—I 11=I I M I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I-I I�I I I�I I-I I�I I I-III-III FREE MATERIAL REFER TO �wIg TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL I; =III=III Ell-1I1 I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W -I 11 I I I-1 I ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED I —1I 1=I 1I i &FIBER OPTIC CABLE 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 111 1 1-111—ITI—I I— _ •�I���—���—���, —I 11=11 I—I 1 I-1 11 �I—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III 3'MIN "4 DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. 0 I—III—III—III—I I�I I�I—I I�I I—I' Q J G G �lll Y ICI Y 1nI Y lll--I�TI Y I1 Y 11 ICI—L1= T I L 5 0 N 30"MIN. �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—I�I—III—Il-1I1�1I-1��I�1 On a Mission .I I--III—IIIII--I I�I I-11 I�I�I II I�1 I=I1 II I I—II I I- CD CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL iI T: (207)591-6427 F: (207)772-3427 N > ANY NUMBER OF INNERDUCTS 1=I 1 I—III=III—III—I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I —III; Z SD S SS &FIBER OPTIC CABLE :1I I�I—1I1=III—III= I I I=1 I I=11 E.E.1 11=I I REVISIONS C 24"MIN. 24"MIN. 1 ff ff1 — DATE DESCRIPTION INITIAL 11-11 I-I I1—I' I— 02/17/23 INITIAL SUBMISSION BRL O IIMIM I 1= o_ ALIGNMENT STATION(FT) 25 I1=11�I I I- 4"BORE HEAD. 04/07/23 REV I PF —111 CONDUIT AS SPECIFIED ° (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR u (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& o CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE U1 FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE • SCALE ~1 (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING o GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO , SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE O (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES,co SIZE D SHEET: NTS TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI Co (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898GA 03 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. -2,15% TWINID 0898GA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F++ ++, +++ ++ Ar ++ ++ AL AL ++ 080.00 DETA1L A Q SCALE 1 : 1 TILSON On a Mission o T: (207)591-6427 F: (207)772-3427 InPoOttlaontech.com zrows C"VOW40^140 w cov.w-.W DRAWN:A Du Tat o►o ro iw o eeoeor IS"Poo"""or run,vrD M4A-AXS-400R-ASSY-TDS REVISIONS "AT 40T K COPW ELT 00 of DATE DESCRIPTION INITIAL P^W-A"D rot CO►mm'"NO=4 T CHECKED: Oro""0 • 02/17/23 INITIAL SUBMISSION BRL Na K f fl,"OSW PO ANT ate MIA-AXS-400R-ASSY-TD5 04/07/23 REV 1 PF DATE: 14/10/2020 3 > SCALEIA3): 1:6 v - - �clsraeolouw n'mm r^C901"069111111m.041119ceuIIIIIING SCALE MI 90AD la"M a1/•M!•1671 O� ro•ox 6n[iyva!lwI SIZE B SHEET: NTS r cvAAL 0^4""G SIZE D SHEET: NTS 00 *d OV 1 I.o.`oos SHEET D02 OF D16 of I aAAL Mo*m4o corn 0 Z FILE NAME:TDS TWINID 0898GA 03 AXS 400 H H DETAIL ® D1GUM ag Line,Inc. TOP VIEW i + TWINID 0898GA 03 PHOTO RENDER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A 0 0 - -soo0 RIGHT VIEW m � Q 40 TILSON � On a Mission -'r.,31mogn o - T: (207)591-6427 F: (207)772-3427 N SECTION A-A fy InPoOtnaontech.com o Nto[+a a M 9orrern OF M" rpv DRAWN- A Dv ToA M -A S-40C*-w33T REVISIONS m a0S.38 IAA ►1a N o0rec WPC%LT O0$4 w Y DATE DESCRIPTION INITIAL 0^JT Ake M Calld*M MAv CHECKED: o.~►o By 02/17/23 INITIAL SUBMISSION BRL f OOT K DGCLQM TO Aviv?"D 04/07/23 REV 1 PF rAam 11Y TOKX T vmrw.001039R DATE 17/08/2020 3 'o uw �r�C. 0 �onu�olouo� SCALF(A41:6 Malre P^C?ON MlWtS,►aDRimbCl SCALE MI O b�f�Il�frA owl ►O Box$77 CLOww"Ion SIZE B SHEET: NTS fNpyA/L(,A4MAG • — SIZE D SHEET: NTS co co qL y7 n "ASHEET D03 OF D16 MAL:wvOwde ce m 0 Z FILE NAME:TDS TWINID 0898GA 03 AXS 500 H H DETAIL D19 Une,Inc. EXPLODED VIEW LID BASE TWINID 0898GA 03 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21 A9 PHOTO RENDER — 21 A9 A� 19.69 000 000 j 19.69 2079. - ILSON 00, owe�o►s a e+c+� N T: (207) 591-6427 F: (207) 772-3427 Q.99 'MSOt''M�.rO/uO/MlCOIr�10�� DRAWN: A Du Tort �a infoOtilsontech.com T1a1Eo►IS TW•ao00s'r a NA4A Nb MAA-A)IM-SAOR-ASSY z MAY PAM K corm Mnouv co w REVISIONS 0 0 P`Av-NC rmt COW DM rOOKOI WAY CHECKED: orowrp To- DATE DESCRIPTION INITIAL 1 O 1 ►/�� �CZ��if— At "m SOOR AXS CHAMbNt REV001 02/17/23 INITIAL SUBMISSION BRL -bio ewi'76 MYf T�Oti1 rNrsp�Co1+sa+T. 04/07/23 REV 1 PF DATE: 12/08J2020 3 SCALE(A3): 1:7 � SECTION A-A U A Eva "F^C Foe-MWem."eca oo�M ROAD tp"l-V.0wow 1471 SCALE 0 21.M .o em 6n ctsnvm toy) Q __ _ SIZE B SHEET: NTS (D 1!L ev I 1 im 70m t SIZE D SHEET: NTS Co uML 000011WOCO80 SHEET D04 OF D16 Co z 3 FILE NAME:TDS_TWINID_0898GA_03 AXS 900 HH DETAIL ® DIGU E Dog Line,Inc. 0903 0610 0695 - 0654 SECTION A—A TWINID 0898GA 03 —O - - — TWIN FALLS,ID E E KE-' DIMENSIONS FOR 900 M DtA a 900 NN MATERIAL DESCRIPTION QTY ACTUAL DEEP MEDIUM DUTY ICT ACCESS POINT. MANHOLE EWIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 $LACK BRACKETS. - - FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO. 0070—CIV-04C2—Ar' c ALL OTHER DIMENSIONS AND MATERIAL - SPECIF"TIONS SEE THE RESPECTIVE PART _ DRA*INGS AND 30 PART FILES, CAC FILE REFERENCE 0057-CIV-002-ASS. •, CONFORMS TO THE MED!UM DUTY (MO) REQUIRELPEh' '� ' • a o Of 40 kN ACCORDING TO SANS I902 2003 N � o • + - - g A I I 10o180—i 0971 • BACK Q aaAcKcTs 050 D;AINAGE T I L S O N K NICK KDV On a Mission p ^O - -- r-- T- (207)591-6427 F- (207)772-3427 InPoOtIsontech.com v o CDOM 0 URE REVISIONS BRACKETS • r+ _ A DATE DESCRIPTION INITIAL .\ 02/17/23 INITIAL SUBMISSION BRL O p 04/07/23 REV 1 PF i� • oRAwN K N sc►wlrr 900 R MD ,_,Vl va•ks ra Cr�CxO 900 MM DMA a 9W MM DEEP,0 I FOR ID TAG- PATE 101e.06I2 AEDIPLAI DUTY K:T ACCESS SCALE ml PO W1 SCALE PORT SIZE B SHEET: NTS CARTE POft K10r1Q!MM SIZE D SHEET: NTS y SECTION B—B rM on Uw M%a 10II :T"..~".d':� 00""..•a.:�?.:."1�'0"'! 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I50 v SCALE MI o SIZE B SHEET: NTS I sit E oa.a+c p SIZE D SHEET: NTS cco o , w =� B I O 4 H C I I I I O O O W[ SHEET D07 OF D16 " � � rilN[ ..�.K�MM1Ka�l�lti I�rotri� Kl[ t1S I�M011-IIOOOM Z 3 FILE NAME:TDS_TWINID_0898GA_03 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. t -,- Hu,) •.? 1485 TWINID 0898GA 03 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m LXGEND Ile VAX"000 m pm In __ m sm, : Old r,MAW ___ _-_ .i Fir.On 1.7 `sAWM T to K A5 to t AS MOM! + # WREli:VAS rDZX SM 'SAWftrl�&� (WE 49TY- F nM FA4s VEWSICN5 SECTT9M 30A MAWM TAPE T4 K Ir MO t '0*V PW_ ' IF Pj.hM CA ik rTPAN F MM WK Al 0"M OF Pft FOR S M WIDTH WAY BE KAPP N" VATH VUTIM PDUMS54tt a NOTMS TILSON On a Mission o I- T: (207)591-6427 F: (207)772-3427 I - _ InPoOttlaontech.com p wt jawgu,'+u� - REVISIONS IMAM REPAIR MM MWFM 9LDXI-3U 71 :30, DATE DESCRIPTION INITIAL Or�� AM 57' - C� ON TW W WTM �TI�j CM � 0/17/23 INITIAL SUBMISSION BRL � 04/07/23 REV 1 PF t3) 3 iu 0 (� vl SCALE ml AyFj SIZE B SHEET NTS IQ; SIZE D SHEET: NTS co rYPL � TIFSD-301 SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_03 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 9 9 9 9 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898GA 03 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL A SPHALT 7 10 10 PAVEMENT GRAVEL EXISTING B 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 05 6 2 12 11 6 EXISTING OVERLAY EXISTING PAVEMENT FABRIC 1�:7(DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATER D PTH- MINUS UISHOTHERWISEED GS ECIIFIIED.ATE BASE (MIN.) UNLESS TYPE "P" 10 0 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. 0 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 OOVERLAP APPLIES 4" WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MINIMUM DISTANCES. M IS BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH 0 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. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. Q 0 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF D. OVERLAY FABRIC WITH ASPHALT TO FINISH CONCRETE PANEL GRADE OF STREET. L S 0 k 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - N SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. CDT: (207) 591-6427 F: (207) 772-3427 CN infoOtilsontech.com v 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). Z Ir12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS O PATCH. 0 DATE DESCRIPTION INITIAL w O 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 02i17/23 INITIAL SUBMISSION BRL PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 04/07/23 REV i PF 5AWOO TO K 1C10O111-Xt PATH. CRI SCM SAWWTM• (= O'GF iu TiYW FALL. REM#-9DhS SECTION 307J. 0 UI _ SCALE ml SIZE B SHEET: NTS �I CITY STREET CUTS AND STANDARD DRAWING Co TWIN OF NO- SURFACE REPAIR DETAILS N� TTFISD- 303 SHEDSHEET: NTS SHEET D09 OF D16 0 Z FILE NAME:TDS TWINID 0898GA 03 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. 2 15% I wJr TWINID 0898GA 03 TWIN FALLS,ID - - p tiny a �• 9 � 4- V- • .• 1 MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 sacs 0 — t 0 1 TYK 2 %TS r � t . t 7 e NOTES: TYpr Q C a CPA'& Accm Row WAY V&Qv , i% P-MS ION 1LOCAIM @j P*&AK m awwo Ow AL1 NOAD rms LEGEND © .N"wAT K %T LE ST Access.p nATUNAI fY�OlN10 T I L 5 0 N Q v11DTM MUST EX AT tFbT M" MN � MIDT?1.12, Ul"Lml vt11twom Spe rtm � � PLNC[ e"vK or 3/4' 11MP1Pi t:>v'pl� AtAKG.�Q COYPACTEO TO ee! DAY DE1+SITY � O �� D71C2'C5��HAVE �fv On a Mission o N[OOYv'OKlom Ta eA(X SLOPE Of OS Qrm Tomm SrEE.*1ED MIN PASRAF ORASS VAT;M E05*4 T- (207)591-6427 F- (207)772-3427 N eaNNp. atvl Si1ALL Of MI40AJtI t-1 tnPoOtilsontech.com .AGTt A0PE wTN A 1 BApr Apr[ AO eft Od2ffv e. virR19 PtRW u1•vR colrAC><a0 TO D?! Z occow t4mr, rK MOW Lot Or *a O OPTCM SMALL is vNvai or s• mao. REVISIONS p 1E EOOEST A"WCATE .ASE C*APSE Q ftAM 3- Of 3/4- ROQW0 Q*AAX 110 000DAAGE ORAVWX PMING OIT01 DATE DESCRIPTION INITIAL Qt♦•O)" DW*'"YS RE O[D IM © POOPOSm PIPE lrE 02/17/23 INITIAL SUBMISSION BRL AVPRC�ED I0411H AID TYPE 7 O 04/07/23 REV 1 PF PLAt:E I- C!�� NiKVS PfTVM ptA'+d CgrPACTTp TO P?! � d1T 001?tr 3 N aANo STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PtJKX 1MIORKS NQ. SD—.304 SCALE MOI ROAD SIZE B SHEET: NTS I Q SIZE D SHEET: NTS 00 00 SHEET D10 OF D16 0 0 z 3 FILE NAME:TDS_TWINID_o898GA_o3 TFSD-306 UTILITY TRENCH It MGM( Dig Line,Inc. TWINID 0898GA 03 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL . . J%— &o IgIF I A , • � a - �. .� r _Y JO � sus arm CLE —, q. --- Q NOTES TILSON On a Mission CD ENIMP L7 UN °- _ _- _ __ } • -_-_ T- (207)591-6427 F- (207)772-3427 N YPE EMLAU, VOCII1100 0 QRrATER. tnPoOtIsontech.com C 1171>lt Atl ASPH&` N A iSTRJU41#Tf'F.OL 1 E ill., - —— Z r - 'wkdW 4MS1N 2+'I�h� i Qt i�idR dAl[J1Sf 1 0 7ER C `LO• C* ACt �— TRA►EL REVISIONS H PER�F� �^w` - ,i DATE DESCRIPTION INITIAL O � 02/17/23 INITIAL SUBMISSION BRL VMUnr PO4MO 1 SWAN F=T W q,�,1S° WAY 6E ��� - �r _ 04/07/23 REV 1 PF o F"AFTFfn USNO GRIXI7 IF POMOM !WE OREATER TMAM Tyr yp@[ YIM�f YI,YiFT W i�i 1YTf8 �41� A3 T 19�A� FWF USE CUWPACTEn PEA �� EELM A 0 — 3E' F11 HORMIMTAL SMARA7M FROM F37CPM OTY P1�lIt FsiX 1;I4P_ kAl=91HO PEt 7PPIOa14G MY TFE CITY 0 vl " � SCALE ml MY �771q�®7� pf SIZE B SHEET: NTS = No , SIZE D SHEET: NTS oo a T, D" SHEET D11 OF DI Co TRENCH 0 z 3 FILE NAME:TDS_TWINID_o898GA_o3 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. • T W I N I D_0898GA_03 / v TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 24• �D SKID DETAIL LEGEND N T>c O yap CUT To nT 20 CAMNQ POPE O3 •'.a' Ctom OM F.tAM000 SIM% OPT cOWvIcIAuT FNPVi A= CAW-, W9, ATOMs (C•►W Mc CO APPRI 9L9STTR llm 13' CAAN IM F4F[ Z SPACLWS PVt STn CAM W FVL 3 9ACRS 1'R 1") 4 Sta0o1N STm CAINC 31I W% *ALL MbtM[Si MR dA CIP 1' CKAT[R TNAlb CAIII WE KU O 011TSM II !dl 2 4 © Y i1 COW STAftXSS SR& SToJRVIC. 4' QC. Wn A Mk CI TWO SV WS IKTOM "t r011IR 45' APOLLAR S1'AC9 ICLED MTN SAAO, GMOUT; 31W CRALQ OR "V2 MAMMAL AS AMWM B1' 1E [MOhtR 7 {;) NOTES: • um a mma �A v A wcTmw oTo4p mMl nc "sloo uom .I LSO N "s DUAL is mcp<=. Sti61MT vw o aRANI IUt AP"OVAL BY 11C C%GV4W§ " M .. _ TO CONSTN.1Cllok o {� T. (207) 591-6427 F: (207) 772-3427 III SECTION v WGK P03VO h U000 T, ACW%tMM 0 T C 11�N A-wP1 lK � �a� A,MµM OFomsm OF CMr� infoOttlsontech.com x z h T= P" FWATAWK APO F%,M OF Akft^M SPMX REVISIONS O KTIM C&04 Pic A%V CANRWR POL ALL 0 Ia Tlt AF'PROYy SP TIK Orc11ItDI 0"00 10 DATE DESCRIPTION INITIAL OMT�JK THE Ftyt 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 3 2015 0I IOAHO STANDARDS BORING AND JACKING SUNDARD DRANING SCALE MI FOR PUBLIC WOWS �- SIZE B SHEET: NTS CONSTRUCT" DETAILS SD-307 SIZE D SHEET: NTS 00 Co SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_03 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1O1M ag Line,Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_03 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 /YR3M 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 Q 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 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 NTH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. Q © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. k o © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. LSO M o 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 CN 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. v Z OE 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 NITIAL O BASED ON LOCAL POLICY, SEE SECTION 700. 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF © 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 o BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE UI APPROVED BY THE CITY ENGINEER. SCALE o SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS Co (DI TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130FD16 0 z 3 FILE NAME:TDS_TWINID_0898GA_03 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. 51 ' **r WIWI TWINID 0898GA 03 TWIN FALLS,ID 'StEE ' 7 MATERIAL DESCRIPTION QTY ACTUAL FT lvArr rn ewA" up"fl4.aC" WMAM LA)" b7a]lM 1190{M f ml Mr fl.%vb 3 t5 27 SG � 24 3t kd 44 (70) 1*4 (t"] Wrp 12MO] TOTOL Ia5 "& iA jd �- kMkNAR� 91401r�Y`9Q6W CAM F r � R um eGENDJ @1 ` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa ITE 8Am gmF*iiI iwma vr., TM LwjA Pmw 1I11n,rwff�w;IIwl(SEE GTY OF rmW FAUS LW%R liAMPQR ArON KA141 ' I Q . - + wr kg �- TILSON On a Mission ,m��p� V�rq CD .._ �-w^W,.m r_..7!•.'_�- .._. _� '' WPI _ T- (207)591-6427 F. (207)772-3427 OF '!5af1S,AM� 1Y fi XW,�, tnfoOtIsontech.com Z REVISIONS C _ j aaai�_tatt_ _o f; CM mi w ,l DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL %ff ''' --• -� '-"� 04/07/23 REV 1 PF O vl 19 PE umm'WH AppRammumm AM Tur— SCALE 01 SIZE B SHEET: NTS Q TANIDARD WA � SIZE D SHEET: NTS Y�� IL AL Co of 14� ST E T E � TF - SHEET D14 OF D16 z 3 FILE NAME:TDS_TWINID_o898GA_o3 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. OF ' TWINID 0898GA 03 TWIN FALLS,ID . %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS SITS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE Ill—NEW ALLEYS its-- — .— -— TYPE. IV-NEW ALLEYS � �ftilliMMT M Q r"•OR mr"n 1 um TILSON' � - rig� __..410_ �.- - _,. On a Mission - d: ,.- . _. o T- (207)591-6427 F- (207)772-3427 N NOT- InfoOttl90n1ech.Com 1 St REVISIONS "' AM. DATE DESCRIPTION INITIAL �moms- 4w mm—,wr IV,m-Km"a"�` 1` 02/17/23 INITIAL SUBMISSION BRL '�G•T' - 04/07/23 REV 1 PF It 910*4�9u ; myuk� ice. - IT E7 BY�k f REf VERML U JUM �GYIFM ff= UN! S �I SCALE o - SIZE B SHEET: NTS TYPAL SAE SIZE D SHEET: NTS OF o ' PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_o3 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. FM FIRE ACCESS ROAD SEE TFS0- TWINID 0898GA 03 TWIN FALLS,ID 7 MATERIAL DESCRIPTION QTY ACTUAL f' J pun 0"w" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-sue TO RAPO E ,X AND ML 0 UT ll . 01 37Rer C=iIXlRACd W A�I %TKV OM 15 TAT GM OA_GE_Sm ORCMt lk. :I[IR AtOLLED C4:qi, aL 4P1L E_ Q TILSON �t firth ri�[>Nnu wt�k,vurrvr i«d1i Ogr,mt7pN on a Mission o �yy LJL ER TkKy,�, (wp{;I T: (207)5 -6427 - (207)772-3427 N nP v PLANT 4 M P064EMENT 2Z 2.5 7.9 a BAM 2O L I 6.0 REVISIONS 0 � guallim 15.0 (7.0] IS.S (IIaLS) IJiO (=a] DATE DESCRIPTION INITIAL O 02/17/23 INITIAL SUBMISSION BRL TOTAL DO ma 04/07/23 REV 1 PF o PgTPUM G'80111 E' av 3 f kMW ndmATE A-Akr vvx RuwmmP i uAm o j1I w ALTDMWK n*!;)ww P*:Wd IN i4Umi wwxm ir V -NF I.MPR m 4 um. 0 vI SCALE �I SIZE B SHEET: NTS � ; STAND-A.� SIZE D SHEET: NTS co III— E—S TF D— SHEET D16 OF D16 I 0 z 3 FILE NAME:TDS_TWINID_0898GA_o3