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HomeMy WebLinkAboutTWINID_0898GA_07_REV0-Approved (2) DFN NAME : TWINID 0898GA 07 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID i , ''�i'�ilMf� {' 1� r a��f��i- r , •�� i FI ' +L� ��r � - ►"�'- t "'-__ 1 froject NaME I TMN FAUS II DS Permit Review f � APPROVED DREJECTED NODE GA-05 REVISE ■ NOT �� .. .. 0 ti J ,•wr - ; 1 .� it - r By esteel DATE 1/29/2024 L . Contractor/Subcontractor . . . . N ■ r Dig Lino.Inc. Lm '11 0 Lw C08 2 TWIN FALLS, ■t itl �► . • • MATERIALDESCRIPTIONQTY ACTUAL .Nam_ - 1. �. •`r ' r Cardtondce D .� ib R . • �� i 90 «ran Acres .f ' I • *�' ,. •� - .� . k Y TILSON On a Mission y , ; Noi l rF ; • PERMIT ■ JURISDICTION . • • NEW UNDERGROUND ■ ■ • . • SHEETS: C01 -Cl 7 EXISTING ■ • . / OF FILE NAME:TDS TWINID 0... ® D' DKRM- TABLE OF CONTENTS dy Une,Inc. F1il 7r HUi i DWG NO. SHEET NAME T W I N I D_0898GA_07 A01 COVER SHEET TWIN FALLS,ID . ..................... ............................................................................................................................ . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . ..................... ............................................................................................................................ . A03 TABLE OF CONTENTS . ..................... ............................................................................................................................ . 1301 CONTACT SHEET . ..................... ............................................................................................................................ . B02 GENERAL AND PERMIT NOTES . ..................... ............................................................................................................................ . B03 SYMBOLS KEY . ..................... ............................................................................................................................ . C01-C17 CONSTRUCTION DRAWINGS . ..................... ............................................................................................................................ . D01 GENERAL CONSTRUCTION DETAILS . ..................... ............................................................................................................................ . D02 AXS HH COVER DETAIL . ..................... ............................................................................................................................ . D03 AXS 400 H H DETAIL . ..................... ............................................................................................................................ . D04 AXS 500 H H DETAIL . ..................... ............................................................................................................................ . D05 AXS 900 H H DETAIL . ..................... ............................................................................................................................ . D06 CHARLES 101 - 8"X7' PEDESTAL . ..................... ............................................................................................................................ . D07 CHARLES 104 - 12"X1 1" PEDESTAL . ..................... ............................................................................................................................ . D08 TFSD-301 TYPICAL TRENCH . ..................... ............................................................................................................................ . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . ..................... ............................................................................................................................ . D10 SD-304 GRAVEL ACCESS ROAD . ..................... ............................................................................................................................ . D1 1 TFSD-306 UTILITY TRENCH . ..................... ............................................................................................................................ . D12 SD-307 BORING AND JACKING DETAILS . ..................... ............................................................................................................................ . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . ..................... ............................................................................................................................ . D14 TFSD-802 TYPICAL RURAL STREET SECTION . ..................... ..................................................... D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . ..................... ............................................................................................................................ . D16 TFSD-805 STANDARD CUL-DE-SAC E01........... .. .............................................................................. . TRAFFIC CONTROL PLANS COVER , I L 5 0 N N . ..................... ............................................. .. _ CD CD E02 TRAFFIC CONTROL PLANS LOCATION MAP . ..................... ............................................................................................................................ . T: (207) 591-6427F: (207) 772-3427 N 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 2/24/23 INITIAL SUBMISSION RNC J . ..................... ............................................................................................................................ . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 3 . ..................... ............................................................................................................................ . E07 HALF-ROAD CLOSURE MULTI-LANE > . ..................... ............................................................................................................................ . Apll� 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_07 It DIGUnE CONTACT SHEET ag Line,Inc. ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 07 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 FEDERAL GOVERNMENT N Chris Haskin Director-Network Engineering 608-664-4443 T I L S 0 N c') On a Mission N o Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 v tnPoOttleontech.com N Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 o OTHER REVISIONS 0 Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL w O2/24/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 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 �I�I Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS Q � SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898GA 07 ® DIOUM GENERAL NOTES ag Line,Inc. H htjo •.? 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 2/24/23 TWINID 0898GA 07 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N N REPLACE FULL PANELS TO THE NEAREST JOINT On a Mission � 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY 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 tnPoOtilsontech.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 2/24/23 INITIALSUBMISSION RNC 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 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 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 07 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 07 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 —W 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) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER 61i STORM DRAIN MANHOLE(DMH) T I L S is N � EXISTING COMM LINE , On a Mission CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 v EXISTING GAS LINE , InfoOtasontech.com O CULVERT(CUL) / \ EXISTING POWER LINE REVISIONS o GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE O2/24/23 INITIAL SUBMISSION RNC GAS VALVE(GV) ®® EXISTING SEWER LINE , GAS METER(GM) lJ EXISTING WATER LINE , o UNKNOWN MANHOLE(UMH) O U �i UNKNOWN HANDHOLE(UHH) n SCALE Q UTILITY POLE(UP) �QD SIZE B SHEET: NITS SIZE D SHEET: NITS Co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898GA 07 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_07 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 12 GAINE W WATTEER MAIN SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE A 3+79 PLACE NEW t LIGHT POLE U TRANSFORMER A 8+23 PLACE NEW A 7+35 PLACE NEW A 5+58 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT Q SEWER MANHOLE © GAS MANHOLE 042.58207693,-114.45252282 042.58207699,-114.45219657 TWIN FALLS COUNTY 042.58207492,-114.45153571 I 042.58207120,-114.45087134 ACCESS POINT ID:1000-018 ACCESS POINT ID:1000-017 DOC#:20000695679 ACCESS POINT ID:1000-016 ACCESS POINT ID:1000-015 ® SEWER VALVE ® GAS VALVE GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:Y/ISO:N (� TS TRAFFIC SIGNAL G GAS METER n F 3/n © COMM MANHOLE ® WATER VALVE —3 n © COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER I 8' O DRAINAGE MANHOLE 0 UTILITY POLE DB(1)1.25" DB(1)1.25" DB(1)1.25" A2+89 TTl CATCH BASIN �<CULVERT 10'UTILITY EASEMENT TWIN FALLS COUNTY 10'UTILITY EASEMENT ' DOC#:0000670295 TWIN FALLS COUNTY DOC#:0000670295 x w t 5'UTILITY EASEMENT N TWIN FALLS COUNTY �I U DOC#:0000670295 I _ C08 } T L:379' C06 w I Lij DB(1)1.25" c10 r # Lf) �MIN M a- I M/a -- -- M/a MA I/a c,s cl l O7 _ -IH+40A"yA.- 0O2 C73COl I uw t�6wOF � �� � � Lam•••--�� — ——3/n CTI w -- R/W 3/n —I 3/n R/W -R/W- W ate.or ti Lkv.o.% PREPARED FOR: — _ = 5'UTILITY EASEMENT � A 0+00 TWIN FALLS COUNTY EXISTING HH AT DOC#:0000670295 042.58129825,-1 14.45059598 IF PLANNED STRUCTURE ETILSON m (SEE DFN:APPLWIITWINID_0898GA_OS) IS NOT YET INSTALLED, I I T:(207(591-6427 F:(207)772-3427 5'UTILITY EASEMENT CONTRACTOR WILL INSTALL STRUCTURE. nfo@}ilsoniech.com TWIN FALLS COUNTY SEE DETAIL#1000-014 DOC#:0000670295 GR/GB:N/ISO:N A 0+12 REVISIONS I U/E— - DATE I DESCRIPTION INITIAL E 2/24/23 INITIAL SUBM RNC ISSION RNC 3/n _ U/E 3/n 3/n — SCALE 1'— SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C01 OF C17 0 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_07 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 #C3 W GAS LINE WATER MAIN SS SEWER SD STORM DRAIN I 10'UTILITY EASEMENT — 5'UTILITY EASEMENT —E POWER LINE N 0+00 PLACE NEW TWIN FALLS COUNTY TWIN FALLS COUNTY E] ELECTRIC HANDHOLE QELECTRIC VAULT 14"GX24"AXS 400 LT DUTY HH AT DOC#:40000585107 DOC#:20000695679 042.58201713,-1 14.45486964 L ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:1000-020-2 _— [% GR/GB:Y/ISO:Y M 1+67 - — ® ELECTRIC MANHOLE -—--- U TRANSFORMER uE / U/E LIGHT POLE� � O$ SEWER MANHOLE © GAS MANHOLE 3/n /n ,\ fTl ® SEWER VALVE ® GAS VALVE L:230' L:2$T DB(1�128 ❑n TRAFFIC SIGNAL GAS METER 10'UTILITY EASEMENT L:45' M 2+57 PLACE NEW DB(1)1.25" C COMM MANHOLE WATER VALVE TWIN FALLS COUNTY DB(1)1.25" A 10+53 PLACE NEW I 0 DOC#:40000585107 14"OX24"AXS 400 LT DUTY HH AT 042.58201318,-1 14.45449413 A 10+98/M 0+00 PLACE NEW 14"0X24"AXS 400 LT DUTY HH AT © COMM HANDHOLE � HYDRANT ACCESS POINT 1 14 45449 1 I 22"OX21"AXS 500 HH AT 042.58208108,-1 14.45337602 ® COMM PEDESTAL l�1 WATER METER 042.58207934,-114.45354418 ACCESS POINT ID:1000-019 GR/GB:Y/ISO:Y I ACCESS POINT ID:#1000-020 GR/GB:N/ISO:N QD DRAINAGE MANHOLE UTILITY POLE GR/GB:Y/ISO:Y I ® CATCH BASIN CULVERT 7t 3 I — — � I � C06 9 w - W W w C10 R/W — R W R/W - R/W --�R/W -- (A is —=cis O O _ �lE LC - _ C13 CO2 COl U To ywOF 0�wl Or is Q Q PREPARED FOR: � r ■ w I mow, ETILrON ` \ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com :5. # REVISIONS * DATE I DESCRIPTION INITIAL 2/24/23 INITIAL SUBMISSION RNC 3: • 16 SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO2 OF C17 0 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_07 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 TORM DRAIN 5'UTILITY EASEMENT TWIN FALLS COUNTY —E POWER LINE DOC#:30000563408 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET A 14+56 PLACE NEW ® ELECTRIC MANHOLE c _ 14"OX24"AXS 400 LT DUTY HH AT LIGHT POLE U TRANSFORMER L:249' m PLACE NEW 042.58305989,-114.45353568 DB(1)1.00" I 14"OX24"AXS 400 LT DUTY HH AT Lu ACCESS POINT ID:1000-022 OS SEWER MANHOLE © GAS MANHOLE 042.58313932,-1 14.45453217 GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE ACCESS POINT ID:1000-020-1-2 /ISO:N I ❑n TRAFFIC SIGNAL G GAS METER GR/GB:N 5'UTILITY EASEMENT I I © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY DOC#:40000585107 10'UTILITY EASEMENT © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY 5'UTILITY EASEMENT ® COMM PEDESTAL Q WATER METER 3 DOC#:40000585107 TWIN FALLS COUNTY \ T 0+00 PLACE NEW DOC#:20000695679 O DRAINAGE MANHOLE �)UTILITY POLE 14"OX24"AXS 400 LT DUTY HH AT 042.58314283,-1 14.45485354 c m NTI CATCH BASIN CULVERT ACCESS POINT ID:1000-020-1-3 GR/GB:Y/ISO:Y -o DB(1) coa u I U c � I 1.25" I m I _ SS L ` C06 w I IW C10 W C15 PLACE NEW �17 — cn Tr 14"OX24"AXS 400 LT DUTY HH AT A 12+74 PLACE NEW O I 042.58257406,-1 14.45473550 3 14"OX24"AXS 400 LT DUTY HH AT - \ O NO04 C c6 Cat ACCESS POINT ID:1000-020-1-1 \ 042.58256024,-114.45354373 r STPA GR/GB:N/ISO:N of ACCESS POINT ID:1000-021 c1s coz col GR/GB:N/ISO:N t Q I QC 0�w,Oris G c I G L+a.O.'L m I I w PREPARED FOR: I I I I TILSON T:(207(591-6427 F:(207)772-3427 tk-- L:175 C= info@filsonfech.com \ DB(1)1.25" rh REVISIONS I DATE DESCRIPTION INITIAL I 2/24/23 INITIAL SUBMISSION RNC Z I I SCALE m SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO3 OF C17 0 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_07 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 SEWER SD STORM DRAIN U 2+1 O I I —E POWER LINE U 2+17 PLACE NEW 15'UTILITY EASEMENT WIN FALLS COUNT PLACE NEW E] ELECTRIC HANDHOLE QELECTRIC VAULT TY T I 14"OX24"AXS 400 LT DUTY HH AT OC#:30000563408 D 14"OX24"AXS 400 LT DUTY HH AT C ELECTRIC METER m ELECTRIC CABINET c A 042.5841 1226,-1 14.45519005 042.5841 1547,-1 14.45449680 m �� ® ELECTRIC MANHOLE ACCESS POINT ID:1000-023-4 ACCESS POINT ID:1000-023-3 m TRANSFORMER GR/GB:Y/ISO:Y GR/GB:N/ISO:N LIGHT POLE 3 � O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE s �/I I— � ❑n TRAFFIC SIGNAL GAS METER - _ © COMM MANHOLE ® WATER VALVE I m A 18+O1 PLACE NEW © COMM HANDHOLE HYDRANT 15'UTILITY EASEMENT 14"8+ 1'.AXS 400 LT DUTY HH AT TWIN FALLS COUNTY ® COMM PEDESTAL l�! WATER METER U 1+54 042.58400718,-114.45352227 DOC#:30000563408 ACCESS POINT ID:1000-024 DO DRAINAGE MANHOLE )UTILITY POLE I c GR/GB:N/ISO:N PLACE NEW Tfl CATCH BASIN ��CULVERT I 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.58388023,-114.45484423 DOC#:30000563408 ACCESS POINT ID:1000-023-2 a GR/GB:N/ISO:N 1 t c X _ }, U) V 2+48 m 5'UTILITY EASEMENT �- aorlop} T--I V 3+99 PLACE NEW TWIN FALLS COUNTY m �--( _ c08 g g U 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT DOC#:20000695679TWIN FALLS COUNTY U 042.58388539,-1 14.45452631 10'UTILITY EASEMENT DOC#:20000695679 a ACCESS POINT ID:1000-023-1 TWIN FALLS COUNTY 9 GR/GB:Y/ISO:Y DOC#:30000563408 cos Lu - I W w I L:386' w ao — DB(1)1.25" is c1s Cl O I I L:163' O 7 — Froth C13 2 pi DB(1)1.25" y I__ c13 coz col TF yew U A 16+38/V 0+13 DB(2)1.25" I U V 1+30 bn..••�' C� M/21 -, M/8 /d 41OX24'/AXS 400 LT DUTY ENE AT Dan or is Gam'! I 042.58352596,-1 14.45353837 Lkw.o.i _ � s w ACCESS POINT ID:1000-023 j GR/GB:Y/ISO:Y I-.I PREPARED FOR: 15'UTILITY EASEMENT TWIN FALLS COUNTY R/W R/ — R/W DOC#:30000563408 5 UTILITY EASEMENT I T I L S O N TWIN FALLS COUNTY TWIN FALLS COUNTY I \ UTILITY EASEMENT DOC#:20000695679 ET:(207(591-6427 F:(207)772-3427 I T w I DOC#:20000695679 _� info@tllsontech.com REVISIONS IDATE I DESCRIPTION INITIAL 2/24/23 INITIAL SUBMISSION RNC L:170' DB(1)1.25" 3 m SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C04 OF C17 0 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_07 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 ... •.rrr. FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C6 GAINE W WATTEER MAIN SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT y ELECTRIC METER m ELECTRIC CABINET mC 0+84 PLACE NEW A ® ELECTRIC MANHOLE 14"OX24"AXS 400 LT DUTY HH AT V: TRANSFORMER 042.58508545,-1 14.4534181 1 LIGHT POLE ACCESS POINT ID:1000-026-1 $ SEWER MANHOLE G GAS MANHOLE H 1+79 PLACE NEW 'GR/GB:N/ISO:N O O 14"OX24'AXS 400 LT DUTY HH AT _ ® SEWER VALVE ® GAS VALVE / 042.58505155,-1 14.45367024 \ TRAFFIC SIGNAL GAS METER W ACCESS POINT ID:1-027-1 I� GR/GB:N/ISO:N 7.5 UTILITY EASEMENT \ C COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY COMM HA\I R/W - DOC#:21994016010 C COMM PEDESTAL WATER METER HYDRANT ED 7.5'UTILITY EASEMENT ® Q TWIN FALLS COUNTY / O DRAINAGE MANHOLE )UTILITY POLE L:309' DOC#:11995018413 L:84' ® CATCH BASIN ��CULVERT ,�i 12.5'UTILITY EASEMENT 15'UTILITY EASEMENT A 23+26/H 0+00 PLACE NEW L:64' TWIN FALLS COUNTY TWIN FALLS COUNTY 22"OX21"AXS 500 HH AT DB(1)1.25" _ DOC#:11995018413 z — DOC#:11995018413 042.58486229,-114.45409984 H 1+15 ACCESS POINT ID:#1000-027 A 21+35/B 0+00/C 0+00 PLACE NEW GR/GB:Y/ISO:Y A 22+20/H 1+08 22"OX21"AXS 500 HH AT c }, L;77' \ 042.58485439,-1 14.45340001 0 }�, 411 A 26+15 DB(1)1.25" L.DB(1)1 130 L:.25" l m ACCESS POINT ID:#1000-026 C08 .25" DB(2)125 GR/GB:Y/ISO:Y U 3/fl 3/fl 3 _ C06 9 I I w 7\ 3/fl w c10 24+56 PLACE NEW L:250' = cll I A 25+33 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT A 22+09 is — — cle L15'UTILITY EASEMENT w DB(1)1.00" 22"OX21"AXS 500 HH AT 042.58485834,-114.45458264 L:53' \ 042.58486229,-114.45486695 TWIN FALLS COUNTY O DP c az ACCESS POINT ID:1000 028 DB(1)1.25" 5'UTILITY EASEMENT 7I ACCESS POINT ID:#1000-029 DOC#:20000695679 15'UTILITY EASEMENT GR/GB:N/ISO:N _ TWIN FALLS COUNTY � I TWIN FALLS COUNTY GR/GB:Y/ISO:Y A 21+03/A 21+67 DOC#:20000695679 C73 CO2 COl DOC#:20000695679 L:31' 10'UTILITY EASEMENT L:111' IN FALLS COUNTY DB(1)1.25" DB(2)1.25 TF 4r+* I A 19+92/G 0+00 PLACE NEW �\ U DOC#:20000695679 1--- b—0. �22"OX21"AXS 500 HH AT 042.58453216,-1 14.4535191-1 14.45351914 �' Q q�,Or ti ACCESS POINT ID:#1000-025 GR/GB:Y/ISO:Y PREPARED FOR: M/a M/a M / 1/a A 19+98 m 5'UTILITY EASEMENT ETILF O N TWIN FALLS COUNTY \ 10'UTILITY EASEMENT G Q T:(207 info@t427 F:(2071 772-3427 � DOC#:20000695679 F� info@}ilsoniech.com TWIN FALLS COUNTY R/W R/W DOC#:20000695679 T \ REVISIONS DATE I DESCRIPTION INITIAL 2 \ I 2/24/23 INITIAL SUBMISSION RNC L:191' �. DB(1)1.25" SCALE I SIZE B SHEET:1"=50' MATCH TO SHEET #C4 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C05 OF C17 0 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_07 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 #C7 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE / I [E] ELECTRIC HANDHOLE Q ELECTRIC VAULT IUTILITY EASEMENT aq:iELECTRIC METER m ELECTRIC CABINET TWIN FALLS COUNTY 15'UTILITY EASEMENT DOC#:11995018413 TWIN FALLS COUNTY ® ELECTRIC MANHOLE DOC#:1 1 99501 841 3 LIGHT POLE TRANSFORMER A 30+73/K 0+00 PLACE NEW O SEWER MANHOLE © GAS MANHOLE �. 14"OX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® GAS VALVE 042.58611989,-114.45512918 K 1+50 PLACE NEW U/E ACCESS POINT ID:1-029-2 K 3+23 PLACE NEW ❑7S TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 LT DUTY HH AT c GR/GB:Y/ISO:Y 14"OX2.5 AXS 400 LT DUTY 92 AT O 042.5861 1894,-1 14.45457370 fTl C COMM MANHOLE WATER VALVE Ir 042.5861 1301,-1 14.45392997 - - / ACCESS POINT D:1-029-2-1 ACCESS POINT D:1-029-2-2 � COMM HANDHOLE HYDRANT �i GR/GB:N/ISO:N GR/GB:Y/ISO:Y ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE C-0)UTILITY POLE U/E -3- 'M CATCH BASIN • ��CULVERT E w 3/n L:150'. 3 I DB(1)1.00" DB(1)1'00" 15' EASE _ - + UTILITY MENT TWIN FALLS COUNTY R 12.5'UTILITY EASEMENT DOC#:1 1 99501 841 3 4 TWIN FALLS COUNTY c C08 DOC#a 1995018413 r\n DB(1)1.25" M Coe 9 Lu Lu CIO 7.5'UTILITY EASEMENT (A cn TWIN FALLS COUNTY 6 - M ---DOC#:31 99401 601 1 O HavyDF C c12 L:103' C 4+52 7 DB(1)1.00" _ c13 coz Col R'IW rr R W \ U/E LU _Y To w / 12.5'UTILITY EASEMENT 15'UTILITY EASEMENT \ ��_ C 3+18 C 3+78 PLACE NEW Dews Or is TWIN FALLS COUNTY TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT LJO0,p•i DOC#:1199 501 841 3 d w 042.58573780,-1 14.45322410 DOC#:1 1 99501 841 3 \ H 3+81 PLACE NEW ENT ACCESS POINT ID:1000-026-2 PREPARED FOR: 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEM TWIN FALLS COUNTY GR/GB:N/ISO:N A 28+42/J 0+00 PLACE NEW 042.58560647,-1 14.45363805 DOC#:21994016010 ' 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:1-027-1.1 042.58548842,-114.45513857 J 1+47 PLACE NEW GR/GB:Y/ISO:Y i `• 3 ACCESS POINT ID:1-029-1 14"OX24"AXS 400 LT DUTY HH AT c GR/GB:Y/ISO:Y L:147' 042.58548305,-1 14.45459337 m ACCESS POINT ID:1000-029-1.1 T I L S O N GR/GB:Y/ISO:Y 3/ 3/n 7.5'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 TWIN FALLS COUNTY L:294' info@tllsontech.com I — I 3/n DOC#:1 1 99501 841 3 DB(1)1.00" REVISIONS I DATE I DESCRIPTION INITIAL 12.5 UTILITY EASEMENT L:202' 2/24/23 INITIAL SUBMISSION RNC I TWIN FALLS COUNTY / DB(1)1.00" o �� DOC#:11995018413 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C5 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF Cl7 0 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_07 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 8 GAINE W WATTEER MAIN SEWER L SD STORM DRAIN 771" 3 D= ' —E POWER LINE A 35+43 PLACE NEW L 5+40 �� CS E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINET 042.58741012,-1 14.45512132 1 ®I ELECTRIC MANHOLE �y ACCESS POINT ID:1-029-3.1 � � 15'UTILITY EASEMENT U TRANSFORMER GR/GB:N/ISO:N TWIN FALLS COUNTY LIGHT POLE EASEMENT DOC#:11995018413 L 4+88 PLACE NEW O SEWER MANHOLE © GAS MANHOLE � 1 COUNTY 14"OX24"AXS 400 LT DUTY HH AT t \ ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER 95018413 042.58724084,-114.45396937 \ ACCESS POINT ID:1-029-3-4 ❑TS GR/GB:Y/ISO:Y \ © COMM MANHOLE ® WATER VALVE L:236' �� � 12.5'UTILITY TWIN FALLS DOC#:119 COMM HANDHOLE HYDRANT DB(1)1.25" / 7.5 UTILITY EASEMENT ® COMM PEDESTAL Q WATER METER / TWIN FALLS COUNTY \ O DRAINAGE MANHOLE )UTILITY POLE DOC#:1 1995018413 Q�LL rfI CATCH BASIN CULVERT ry M1 15'UTILITY EASEMENT \ TWIN FALLS COUNTY L:101' DOC#:11995018413 DB(1)1.00" L 3+87 PLACE NEW _ 14"OX24"AXS 400 LT DUTY HH AT 042.58696393,-1 14.45396628 \ 3 R 411 'vr R/W L 3+20 ACCESS POINT ID:1-029-3-3 1� _ GR/GB:N/ISO:N JY � coa L 1+94 PLACE NEW U ^ 3 12.5'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT �f ` / - I / TWIN FALLS COUNTY 042.58687331,-114.45457236 _ r DOC#:11995018413 = �._.• ACCESS POINT ID:1-029-3-2 c06 9 I GR/GB:N/ISO:N j I O CIO IL•193' U) cn DB(1)1.00" is cis A 33+07/L 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT I-fl n _ 140M� c az 3 042.58676237,-1 14.45514353 L 2+68 rn ACCESS POINT ID:1-029-3 GR/GB:Y/ISO:Y UTILITY EASEMENT \ c1s coz T col TWIN FALLS COUNTY — DOC#:11995018413 U/E brwr.� ' �-o qe"Or L. U/E L 1+51 1 1JO0.u.i I L:79' PREPARED FOR: DB(l)1.00" L:115' DB(1)1.00" � D 5+96 PLACE NEW UTILITY EASEMENT L 0+79 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT M 042.58654286,-114.45311055 DOC#:11995018413 042.58675899,-114.45484979 ACCESS POINT ID:1000-026-4.1 T I L 5 0 N ACCESS POINT ID:1-029-3-1 GR/GB:Y/ISO:Y I GR/GB:N/ISO:N / \ T:(207(591-6427 F:(207)772-3427 L:234' info@filsonfech.com m DB(1)1.25" // REVISIONS 3 M/a— I W DATE DESCRIPTION INITIAL 2/24/23 INITIAL SUBMISSION RNC J U/E 15'UTILITY EASEMENT TWIN FALLS COUNTY SCALE DOC#:31 99401 601 1 SIZE B SHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C17 0 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_07 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 ••• •.rrr• 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 1 _ #�+ • � e �-R/W _- ELECTRIC METER m ELECTRIC CABINET - -R W ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER .� 1607 © COMM MANHOLE ® WATER VALVE sT © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER --I t O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT d x - k : coB _L \ I Cob1615 9 ao 6 i C Lc, 7.5'UTILITY EASEMENT d — TWIN FALLS COUNTY C13 Coe co, DOC#:l 1995018413 TF4pw Dan Or is Lam.o.i \ PREPARED FOR: 1+ L 7+74 PLACE NEW \ 14"OX24"AXS 400 LT DUTY HH AT 042.58755718,-114.45454388 ETILSON ACCESS POINT ID:1-029-4.1 �i d GR/GB:Y/ISO:Y T:(207(591-6427 F:(207)772-3427 L 7+47 6+45 info@filsonfech.com L 7+v \ REVISIONS L 7+67 DATE I DESCRIPTION INITIAL DB((1)1)1 2/24/23 INITIAL SUBMISSION RNC I D \ \ 15 UTILITY EASEMENT TWIN FALLS COUNTY \ J SCALE DOC#:11995018413 SIZE B SHEET:1"=50' MATCH TO SHEET #C7 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C08 OF C17 0 NOTES: DIGL I NE.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_07 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 F 3+14 F 3+94 F 4+44 —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT F 5+14 ELECTRIC METER m ELECTRIC CABINET W ® ELECTRIC MANHOLE TRANSFORMER D S+OI F 2+02 15'UTILITY EASEMENT LIGHT POLE UL.267' TWIN FALLS COUNTY O$ SEWER MANHOLE © GAS MANHOLE DOC#:31 99401 601 1 DB(1)1.00" ® SEWER VALVE ® GAS VALVE L:481 F 5+77 PLACE NEW 3jn TRAFFIC SIGNAL GAS METER D 4+26 DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT ❑TS w 042.586471 1 1,-1 14.45066438 © COMM MANHOLE ® WATER VALVE W ACCESS POINT ID:1000-026-7 I © COMM HANDHOLE HYDRANT F 1+64 7 GR/GB:N/ISO:N ® COMM PEDESTAL Q WATER METER V J 15'UTILITY EASEMENT - / 1 u O DRAINAGE MANHOLE C-0)UTILITY POLE TWIN FALLS COUNTY 15'UTILITY EASEMENT RTl CATCH BASIN CULVERT O DOC#:31994016011 TWIN FALLS COUNTY 3/n— �-- DOC#:31994016011 Q D 3+29/E 0+00 PLACE NEW v 15'UTILITY EASEMENT alllmj Or 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY _ cob 042.58636908,-1 14.45219055 / DOC#:31994016011 ACCESS POINT ID:1000-026-4 F 0+96 PLACE NEW -; GR/GB:Y/ISO:-Y 14"OX24"AXS 400 LT DUTY HH AT F 6+46 PLACE NEW. 042.58631261,-114.45176979 14"OX24"AXS 400 LT DUTY HH AT Co6 15'UTILITY EASEMENT 15'UTILITY EASEMENT ACCESS POINT ID:1000-026-6 042.58628153,-114.45063756 TWIN FALLS COUNTY TWIN FALLS COUNTY \ GR/GB:N/ISO:N ACCESS POINT ID:1000-026-7.1 c10 DOC#:31994016011 DOC#'31 99401 601 1 \ GR/GB:Y/ISO:Y 15'UTILITY EASEMENT \ •� C15 - 112' \ TWIN FALLS COUNTY LC L: D 1+97 T �4i0� DB(1)1.00" / DOC#:31994016011 6 - \ 7 �l DF c 2 ` DBOW25" E 1+12/F 0+58 C13 Coe col E 1+70/F 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT . T���' / U \ DB(2)18 042.58608451,-114.45171198 v� ACCESS POINT ID:1000-026-5 M� GR/GB:Y/ISO:Y Dan Or is 15'UTILITY EASEMENT _ \ TWIN FALLS COUNTY w DOC#:31994016011 /K -ff �� - PREPARED FOR: w \ �=�n D 1+15 O C 4+82/D 0+00 PLACE NEW 7` r► T I L S O N 142.5857 AXS 41 1 LT DUTY 27 AT EL:188' T:(207(591-6427 F:(207)772-3427 ACCESS POI ,-ID:100 -026-3 A, � DB(1)1.00" info@tllsontech.com U ACCESS POINT ID:1000-026-3 7LdF GR/GB:Y/ISO:Y , + REVISIONS \ E 2+74 \, DATE DESCRIPTION INITIAL F 7.5'UTILITY EASEMENT }i r 2/24/23 INITIAL SUBMISSION RNC TWIN FALLS COUNTY \ DOC#:31994016011 TWIN UTILITY EASEMENT TWIN FALLS COUNTY DOC#:21994016010 SCALE �i SIZE BSHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C09 OF C17 0 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_07 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 ... •.rrr. FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C9 GAINE W WATTEER MAIN SEWER C 5+55 7.5'UTILITY EASEMENT T7.5'WIN UTILITY EASEMENT �—se POWER DRAIN IN TWIN FALLS COUNTY \ , DOC#:31 99401 601 1 TWIN FALLS COUNTY UI� � / ELECTRIC HANDHOLE QELECTRIC VAULT DOC#:31 99401 601 1 I ELECTRIC METER m ELECTRIC CABINET L:139' Q / ® ELECTRIC MANHOLE DB1 1.00" Ly �E U TRANSFORMER ( ) � I LIGHT POLE 7.5'UTILIT Y EASEMENT � \ TWIN FALLS COUNTY QS SEWER MANHOLE © GAS MANHOLE 7.5'UTILITY EASEMENT \ DOC#:21994016010 ,+ ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY / ❑n E 3+58 PLACE NEW TRAFFIC SIGNAL GAS METER DOC#:21994016010 I 14"0X24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.58561799,-1 14.45143507 3 HYDRANT ACCESS POINT ID:1000-026-5.1 i ', © COMM HANDHOLE � C 6+21 PLACE NEW � GR/GB:Y/ISO:Y ® COMM PEDESTAL Q WATER METER 14"OX24"AXS 400 LT DUTY HH AT 3 QD DRAINAGE MANHOLE � UTILITY POLE) 042.58549687,-1 14.45242480 �� ® CATCH BASIN CULVERT ACCESS POINT ID:1000-026-3.1 'pr GR/GB:Y/ISO:Y r I /a W 1+12 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ACCESS 5063666 P101NT11D:1�00-0041 } coa U r GR/GB:Y/ISO:Y 1 . Lu =i I C06 9 wIF R/W ao (n Crl A is O _ —SDP C c1z 17 m C73 CO2 COl U " L:112' � To 6w dw B 2+50 PLACE NEW L:188' DB(1)1.00" �' Q 14"GX24"AXS 400 LT DUTY HH AT B 4+33 PLACE NEW DB(1)1.00" C 14"OX24"AXS 400 LT DUTY HH AT I Dews Or isG I 042.58485361,-114.45247257 15'UTILITY EASEMENT 15'UTILITY EASEMENT ACCESS POINT ID:I 100-001 042.58485103,-114.45179035 15'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY GR/GB:N/ISO:N ACCESS POINT ID:1100-002 TWIN FALLS COUNTY DOC#:21994016010 � i DOC#:21 99401 601 0 GR/GB:N/ISO:N DOC#:21 99401 601 0 PREPARED FOR: 3/n- I 1 L:184' L.108 111111111111111111111 ETILSON 15'UTILITY EASEMENT DB(1)1.00" DB(1)1.00" T:(207(591-6427 F:(207)772-3427 TWIN FALLS COUNTY 15'UTILITY EASEMENT info@tllsontech.com DOC#:2014021028 TWIN FALLS COUNTY B 7+29/W 0+00 PLACE NEW B 7+69 REVISIONS DOC#:2014021028 14'OX24"AXS 400 LT DUTY HH AT w 042.58483735,-1 14.45069383 m DATE DESCRIPTION INITIAL B 5+41 PLACE NEW ACCESS POINT ID.1100-004 L:252' I 2/24/23 INITIAL SUBMISSION RNC 14"GX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y DB(1)1.001, 042.58485058,-1 14.45139095 I ACCESS POINT ID:1100-003 7.5'UTILITY EASEMENT GR/GB:N/ISO:N TWIN FALLS COUNTY DOC#:2014021028 SCALE ' SIZE B SHEET:1"=50' MATCH TO SHEET #C 1 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C10 OF C17 0 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_07 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 GAINE W WATTEER MAIN SEWER C SD STORM DRAIN —E POWER LINE m C E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 3: G 1+78 m 7.5'UTILITY EASEMENT ELECTRIC METER m ELECTRIC CABINET ly TWIN FALLS COUNTY 21028 ELECTRIC MANHOLE U) t' - DOC#:20140 �y U X LIGHT POLE TRANSFORMER U15'UTILITY EASEMENT - \ O$ SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY DOC#:2014021028 ® SEWER VALVE ® GAS VALVE W C ❑n TRAFFIC SIGNAL GAS METER w B 9+80 PLACE NEW C © ®I I 14"OX24"AXS 400 TIER 8 WATER VALVE w L: AT I © COMM MANHOLE 484' 042.58425475,-1 14.4505555464 COMM HANDHOLE HYDRANT ACCESS POINT ID:#1 100-004.2 ® COMM PEDESTAL Q WATER METER V/ GR/GB:Y/ISO:Y O DRAINAGE MANHOLE 0 UTILITY POLE i j I FM CATCH BASIN CULVERT O L `` 15'UTILITY EASEMENT F TWIN FALLS COUNTY " DOC#:2014021028 x U U�E Q � - \ ' G It 2+73 G 4+03 7.5'UTILITY EASEMENT _ co8 } e� TWIN FALLS COUNTY \ \4/0 �U/F _ LJ DOC#:2014021028 01 _R � 9 15'UTILITY EASEMENT c06 TWIN FALLS COUNTY IF c DOC#:20000695679 \ m c,o m ' ——— W I E(Cf-156 17 C cn C12 pi G 4+84 PLACE NEW c18 coz col 14"OX24"AXS 400 LT DUTY HH AT 042.58390712,-1 14.45240558 n ACCESS POINT ID:1000-025-1 U/F U R. GR/GB:N/ISO:N 3/n qe"Or 4 W � Lam.o.i PREPARED FOR: I.I..I 7.5.UTILITY EASEMENT TWIN FALLS COUNTY W DOC#:20000918639 L:100, U m O o r\Cn i DB(1)1.00, /F z � TILSON w T:(207(591-6427 F:(207)772-3427 U G 5+84 PLACE NEW info@filsonfech.com 19 14"OX24"AXS 400 LT DUTY HH AT 042.58363327,-1 14.45240558 REVISIONS Q ACCESS POINT ID:1000-025-2 U/F DATE DESCRIPTION INITIAL GR/GB:N/ISO:N U/F 2/24/23 INITIAL SUBMISSION RNC 15'UTILITY EASEMENT TWIN FALLS COUNTY I SCALE DOC#:20000695679 SIZE BSHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C11 OF C17 0 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_07 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 SEWER fTl SD STORM DRAIN E POWER LINE 15'UTILITY EASEMENT E] ELECTRIC HANDHOLE QELECTRIC VAULT TWIN FALLS COUNTY ELECTRIC METER m ELECTRIC CABINET c DOC#:20000695679 7.5'UTILITY EASEMENT ® ELECTRIC MANHOLE TRANSFORMER m TWIN FALLS COUNTY LIGHT POLE DOC#:20000918639 O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE L:200' ❑n TRAFFIC SIGNAL GAS METER DB(1)1.00" © COMM MANHOLE ® WATER VALVE 3 © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT 7t ' G 7+84 PLACE NEW 14"GX24"AXS 400 LT DUTY HH AT c M c 042.58308425,-1 14.45241094 } U ACCESS POINT ID:1000-025-3 rn m C08 1 GR/GB:N/ISO:NT�r�yty y 90 _R C06 9 W w C10 73Ld („n x --- C15 - C11 16 O17 Mt'"G C C12 I I-- = J C13 CO2 CO1 �• co!"Or L. G - rTl Lam.o.i L:19T PREPARED FOR: 'I IS UTILITY EASEMENT ` TWIN FALLS COUNTY DOC#:20000695679 25'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:20000918639 W ETILSON G 9+81 PLACE NEW L:214' T:(207(591-6427 F:(207)772-3427 14"OX24"AXS 400 TIER 8 HH AT DB(1)100" G 11+95 PLACE NEW info@filsonfech.com 042.58254250,-1 14.45241704 . 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:#1000-025-4 5'UTILITY EASEMENT 042.58254179,-114.45162303 I REVISIONS GR/GB:N/ISO:N TWIN FALLS COUNTY ACCESS POINT ID:1000-025-4.1 DATE DESCRIPTION INITIAL DOC#:20000918639 GR/GB:Y/ISO:Y 2124/23 INITIAL SUBMISSION RNC /a - - M/a _ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 1 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C17 0 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_07 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 14 GAINE —w WATTEER MAIN SEWER SD STORM DRAIN 10'UTILITY EASEMENT 10,UTILITY EASEMENT —E POWER LINE TWIN FALLS COUNTY — L 18 TWIN FALLS COUNTY ELECTRIC HANDHOLE V ELECTRIC VAULT DOC#:20000524207 DB(1)1.00" DOC#:20000524207 U/E _ U 3/fl - 3/n ELECTRIC METER m ELECTRIC CABINET — ® ELECTRIC MANHOLE �y Q 0+00 PLACE NEW LIGHT POLE U TRANSFORMER 114"OX24"AXS 400 LT DUTY HH AT N 2+93 PLACE NEW Q 0+86 P 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ® SEWER MANHOLE © GAS MANHOLE 042.58218874,-114.45752120 T P 1+7g PLACE NEW ACCESS POINT ID:1000-020-6 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.58218841,-114.45572547 N 2+25 ® SEWER VALVE ® GAS VALVE fifGR/GB:Y/ISO:Y 042.58218729,-114.45690067 042.582187195,-1 14.45623958 ACCESS POINT ID:1000-020-3 ❑n TRAFFIC SIGNAL GAS METER ACCESS POINT ID:1000-020-5 ACCESS POINT ID:1000-020-4 GR/GB:Y/ISO:Y C COMM MANHOLE WATER VALVE GR/GB:Y/ISO:Y 1 GR/GB:Y/ISO:Y O © COMM HANDHOLE � HYDRANT J N 1+64 ® COMM PEDESTAL `0 WATER METER I O DRAINAGE MANHOLE C-0)UTILITY POLE I! ®,1 CATCH BASIN , CULVERT \ F 7t L:293' � — DB(1)1.25" _ - M/a M/a M/a coa W W I Lawnd�4 Or =a \M�cLI 9 _ tvJ � COb R/W R/W��� R— / w ao R / W — m iw 2 OHG1�'7. C C12 17 I-- + C13 CO2Dan COl Riw Q r is ammo 0 _ allow L . .i 1 PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM i REVISIONS DATE I DESCRIPTION INITIAL + , 2/24/23 INITIAL SUBMISSION RNC F m/a M/a SCALE ` SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C17 0 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_07 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 E POWER LINE PLACE NEW E] ELECTRIC HANDHOLE ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW T 2+49 PLACE NEW I ELECTRIC METER m ELECTRIC CABINET 042.58314571,-1 14.45727100 I;14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH Al ® ELECTRIC MANHOLE 042.58314571,-114.45653070 I I TRANSFORMER ACCESS POINT ID:1000-0120-1-6 042.58314349,-114.45577890 LIGHT POLE GR/GB:N/ISO:N ACCESS POINT ID:1000-020-1-5 ACCESS POINT ID:1000-020-1-4 GR/GB:N/ISO:N kGR/GB:Y/ISO:Y 3 OS SEWER MANHOLE © GAS MANHOLE U E —IJ/E U/E U/E ft ® SEWER VALVE ® GAS VALVE -CtT I Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE U/E U/E U/E U/E U E © COMM HANDHOLE HYDRANT 20'UTILITY EASEMENT ® COMM PEDESTAL WATER METER TWIN FALLS COUNTY O DRAINAGE MANHOLE )UTILITY POLE DOC#:20000524207 ® CATCH BASIN CULVERT Z C08 90 U _R C06 9 `M/' M/a — -- — M/8 M/a — nn/a — M/8 W `W / 1111m, w C10 t C15 HHa": C C12 w -- R/W R/W��f l Ii/W �—P 1w — _ _ C13 CO2 col G / ' LAW.El.L I (Q 6+14 PLACE NEW :E PREPARED FOR: Q 3+71 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.58242364,-1 14.45620269 1 7+15 PLACE NEW Q 2+74 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 142.5 24"AXS 41 1 LT DUTY H9 AT 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT I B:N/-020 9 042.58243154,-1 14.45582719 � 042.58242759,-1 14.45710392 GR/GB:N/ISO:N 1 042.58241969,-114.45746333 ACCESS POINT I D:1000-020-8 � ACCESS POINT ID:1000-020-9.1 T I L 5 0 N tQI 4 ACCESS POINT ID:1000-020-7 GR/GB:N/ISO:N GR/GB:Y/ISO:Y GR/GB:N/ISO:N I E U/E 3 U/E U/E T:(207(591-6427 F:(207)772-3427 info@filsonfech.com i REVISIONS ��t U/E DATE I DESCRIPTION INITIAL 20'UTILITY EASEMENT 2/24/23 INITIAL SUBMISSION RNC TWIN FALLS COUNTY L:97' L:243' 3 20'UTILITY EASEMENT DOC#:20000524207 DB(1)1.00" DB(1)1.00" I\ DB(1)1.00" TWIN FALLS COUNTY d DOC#:20000524207 L:274' A SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C14 OF C17 0 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_07 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 1 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 1 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 ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT L:217' DB(1)1.25" - { s +r}d 71 u �- U _ coa -' PLACE NEW 3.75'UTILITY EASEMENT PLACE NEW U 0+00 PLACE NEW I 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT cob 042.58396143,-1 14.45728130 DOC#:0000503784 042.58396122,-1 14.45653624 042.58396078,-1 14.45579602 I LLI w ACCESS POINT ID:1000-023-7 ACCESS POINT ID:1000-023-6 ACCESS POINT ID:1000-023-5 u,J c10 w GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:Y/ISO:Y (n Cis cn v,O ti O 17 �'D C C12 C13 CO2 C01 UU 6wOF Dews Or is r PREPARED FOR: M/a — MIN MIN /a -M/a MIN • ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 2/24/23 INITIAL SUBMISSION RNC ;1l ` SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C15 OF C17 0 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_07 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 •r C COMM MANHOLE WATER VALVE © COMM HANDHOLE HYDRANT COMM PEDESTAL Q WATER METER { O DRAINAGE MANHOLE 0 UTILITY POLE 3 - 1 F / U/r-- 97 CATCH BASIN CULVERT u 3.75'UTILITY EASEMENT PLACE NEW TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000503784 042.58396200,-1 14.45802740 PLACE NEW ACCESS POINT ID::N IS :N { 14"OX24"AXS 400 LT DUTY HH AT GR/GB N/ISO:N _ A � 042.58396200,-114.45878910 Ln I ACCESS POINT ID:1000-023-9 GR/GB:N/ISO:N �--( C08 U oIJLMgs�� .a I C06 9 ` W IF C10 I ' — C15 — C11 Lu O C C12 17 ~� IF C73 CO2 COl / _ G ate+or L■ ILam.o.% PREPARED FOR: R/w 1i0 R 2+98 PLACE NEW T 042..583431 27 400 1 LT 45DTY91 7081 AT / ETIL S ON ACCESS POINT ID:1000-023-10 / T:(207(591-6427 F:(207)772-3427 GR/GB:Y/ISO:Y x info@filsonfech.com / REVISIONS DATE I DESCRIPTION INITIAL —''-� 2/24/23 INITIAL SUBMISSION RNC y> c 3.75'UTILITY EASEMENT m TWIN FALLS COUNTY DOC#:0000503784 � SCALE SIZE B SHEET:1"=50' MATCH TO SHEET SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C17 0 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_07 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 ' E POWER LINE M/8 M/21 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT .. ! PLACE NEW U/E - 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINET 042.58314458,-114.45801562 I ® ELECTRIC MANHOLE T ACCESS POINT ID:1000-020-1-7 U TRANSFORMER / GR/GB:N/ISO:N LIGHT POLE C O$ SEWER MANHOLE © GAS MANHOLE 20'UTILITY EASEMENT m I ® SEWER VALVE ® GAS VALVE + TWIN FALLS COUNTY r R/W _ R/ DOC#:20000524207 I Q TRAFFIC SIGNAL �G GAS METER L.298' © COMM MANHOLE ® WATER VALVE DB(1)1.25" I � © COMM HANDHOLE � HYDRANT R 0+89 \ 3/f1` Bus _ R 1+40 ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE �)UTILITY POLE P ®, CATCH BASIN , ��CULVERT 93 Of __ I 20'UTILITY EASEMENT 7 -:5 TWIN FALLS COUNTY PLACE NEW + DOC#:20000524207 14"OX24"AXS 400 LT DUTY HH AT 042.58290255,-1 14.45840750 h _ ACCESS POINT ID:1000-020-1-8 , 4� I GR/GB:N/ISO:N _ C08 � - - u ay�y I \� 9 - I R 0+00 PLACE NEW _ C06 14"OX24"AXS 400 LT DUTY HH AT w c10 I 042.58274851,-114.45936412 + ACCESS POINT ID:1000-023-11 � cn GR/GB:Y/ISO:Y �d 3 O C12 n =C13CO2 COl • m 10'UTILITY EASEMENT — r TWIN FALLS COUNTY R/W —R/W Q 9o!"Or 4 DOC 11:20000524207 / \ I Lam.o.i PREPARED FOR: l+ - ETILSON 3 PLACE NEW PLACE NEW T(p7info@filsoniechclom23427 3 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT 042.58218171,-114.45915760 042.58218204,-114.45835380 TWIN FALLS COUNTY REVISIONS ACCESS POINT ID:1000-023-12 ACCESS POINT ID:1000-023-13 DOC#:20000524207 DATE DESCRIPTION INITIAL U/E GR/GB:N/ISO:N GR/GB:N/ISO:N 2/24/23 INITIAL SUBMISSION RNC I _ I SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C17 OF C17 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. H - Huo1 •.? 15% TWINID 0898GA 07 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 7III ITI—ITI—ITI—I I— _ •�I���—� —� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—I I I— 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�O AND TYP.DETAIL F Q 0 24"MIN. 0 I—III—III—III—I I�I I�I—I I�I I—I' TILSON � G —III—III—III—I 11=1 I I�I I—I 11=1 11= 30"MIN. '=1 11=1Imo_ v -2 -2 REFER O I�—I�I—III—II-1I1�1I—lI— 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- 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 DETAIL �I 1 I—1I1=III—III—I InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED 1I11 Z SD S SS &FIBER OPTIC CABLE =I I M I—1I 1=III—III= III=III=III�II=11 REVISIONS C 24"MIN. 24"MIN. 1 ff E — — — DATE DESCRIPTION INITIAL I ICI I ICI I I—I' I— 2/24/23 INITIAL SUBMISSION RNC O IIMIM I 1= o_ ALIGNMENT STATION(FT) 25 4"BORE HEAD. —III 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 01 FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE • SCALE ~I (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 (D (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 07 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. TWINID 0898GA 07 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL t @+i �++++ 1 ++ +++ ++ +++ +++ice+�#++ 080.00 DETAIL A 2 SCALE 1 : 1 N TILSON M On a Mission T- (207)591-6427 F- (207)772-3427 v InPoOtIsontech.com N T ODAV"40 A►40 ae copTwo.rt DRAWN: A Du Tod °ri7N n0►ioTHIS o vgmew IS t1e Mo++ It'?Ct NA&A AMD M4A-AXS-40QR-AS3Y-T06 REVISIONS p VAT Not•e Com W04CUT O.11 IAOT,ANC"CGWDAs T/*"cw",IT To* DATE DESCRIPTION INITIAL a TbT•Y OT3GLOSlD roANf Ui•ID CHECKED: O�orNnp 2/24/23 INITIAL SUBMISSION RNC ►Ames wsto«wart-e+�c�o..seo DATE: 14/10/2020 M4/1•AXS-4OOR•ASST•tdS 3 A W a�O�fSaA►wC� v3>,13�010•� SCALEIA3): 1:6 evnm P^CTCWT MOIMfeS KtOla•e!G SCALE ^I - -- 00^D 11!833t1).CUP*F*PJ 1p1 SIZE B SHEET: NTS o Vo OQtt en["vap 1.71 %gm^AI0^"6i ' — SIZE D SHEET: NTS 00 co rd n7 1 10O0 7°Q� SHEET D02 OF D16 o •AX irro4nr0 C*JQ 0 Z FILE NAME:TDS TWINID 0898GA 07 AXS 400 H H DETAIL ® D1GUM ag Line,Inc. 2 1S85 TOP VIEW TWINID 0898GA 07 PHOTO RENDER, TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A 0 A ® O f '- -DSO 00 RIGHT VIEW zzzz m i i N TILSON N N + On a Mission N T: (207)591-6427 F: (207)772-3427 NInPoOtIsontech.com SECTION A-A D-a_P be o %4 a aAe�~.�o .coi�w&A 4D BRAWN A �., Tort REVISIONS 0 405 38 MAY►►IX N 001SIlD w+Cttr O*/► DATE DESCRIPTION INITIAL Pam•AND AR M41"M•"N"MAI CHECKED' Dm+ 0 rk 2/24/23 INITIAL SUBMISSION RNC ►a*W oaaoam-o A,iT Sao 3 OA1�IIM'71'10t1 Nr11R'►b�Ca•ad.� Mv►-ARC-�OOfT-ASSr DATE-- 17/08/2020 o SCAIE(A3) 1.6 v niu�o►a.�as lv""T/ACTCOT p!twn.►loftwoG SCALE �I o WAD 1»; tt/'M'v!f tp 1 >0 W><672 Ion SIZE B SHEET: NTS yApy^AL.GA41b4G SIZE D SHEET: NTS co co SHEET D03 OF D16 9 W►1l w wM e�a0 Z FILE NAME:TDS TWINID 0898GA 07 AXS 500 H H DETAIL Diq Une,Inc. EXPLODED VIEW UD BASE TWINID 0898GA 07 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL m 21.54 21.99 PHOTO RENDER 21M A� 19.69— 000 i9 20.79 .69 20.79 � � LSON N 0��6 r�o�Ctra oD T. (207) 591-6427 F: (207) 772-3427 vp r�0 infoOtilsontech.com R.99 n�rs �+ ��^of� DRAWN: A Du Toi!10 ��S"ASST z G WY Wr"COMM wg1LY OR*4 REVISIONS 0 ►Av-A►D w CC"'-vt S 1►OOM MAY CHECKED: am*A v TN DATE DESCRIPTION INITIAL 1,40-et orsciCneo TO wn nro 51M AXS CHAMBER REVW l O 1 .A�*rMCKR w*r We+Cold$&V 2/24/23 INITIAL SUBMISSION RNC DATE: 12/05J2020 3 SCALE(A3): 1:7 > A.� SECTION A-A so°si�wlorwov rvane r 70117 11,9011011m,t goo&Aao ;p 21.89 v0^0 tftao_nMrt"1071 SCALE ICI PO box#n ELogwvm 1671 Q __JG _ SIZE B SHEET: NTS SIZE D SHEET: NTS co %AAA +104wrAorom SHEET D04 OF D16 0 z 3 FILE NAME:TDS_TWINID_0898GA_07 TWINID 0898GA 0 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r� I �I■I■Clr■CI jj �I : . . 1 . : . ■C I I _■■■ ■■■I ICI , • . f • •. 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Ises 12 . 00 n TWINID 0898GA 07 INS I D[E TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 _C Ii _ 11 . 25 INSIDE l I LOCK I N'' HAS - - - 1 T I 1 ( I 22 . 00 38. 08 1 i ( I ( I 10 . 00 q - TILSON N Cl) _ __ _ On a Mission N o T: (207)591-6427 F: (207)772-3427 InPoOtHsontech.com N Z I o REVISIONS I p DATE DESCRIPTION INITIAL w O1 2/24/23 INITIAL SUBMISSION RNC I 1 21 . 37 SCALE . 150 I 0 1 SCALE g 1 SIZE B SHEET: NTS I ` S11[ 0 OWI� 4 SIZE D SHEET: NTS Co 10 H C I I - I 10 0 OWP SHEET D07 OF D16 I �F++I�p M�� 1• M1 w 11r�iNRru WAS I?f 1 NMN 1•I I DOOM 9M •! I 3 - FILE NAME:TDS_TWINID_0898GA_07 TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. r, • Hu,, •.? 15% TWINID 0898GA 07 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m LX13END Ile VAX"000 m pm In __ m sm, : Old r,MAW ___ _-_ .i Fir.On 1.7 � :VAS rDZX SM 'SAWftrl�&� (WE 49TY- F nM FA4s VEWSICN5 SECTM 30A IF Pj.hM CA ik rTPAN F MM WK Al 0"M OF Pft FOR l ATP $A*1' M WRICAT*N PIKS. S M WIDTH WAY BE KAPP N" VATH VUTIM PDUMS54tt NOTMS N TILSON cl) ya��y,�� On a Mission N ��[-- T: (207)591-6427 F: (207)772-3427 N pm I - _ InPoOttlaontech.com wt p REVISIONS ISHFAM REPAIR MM MW FM 9LDXI-3U 71 :30, DATE DESCRIPTION INITIAL 2/24/23 INITIAL SUBMISSION RNC J - GUMM ON TW W WTEA, FIMAWK 57CM Aft W111101111 a i� 3 iu 0 (� vI SCALE �I SIZE B SHEET: NTS 0 " ST � P� S SIZE D SHEET: NTS 0 Tm KAM co _ SHEET D08 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_07 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 r, htTo •.? 1585 9 9 9 9 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898GA 07 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. 0 D. OVERLAY FABRIC WITH ASPHALT TO FINISH CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF 0 CONCRETE PANEL. GRADE OF STREET. OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH M 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND o SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. N T. (207) 591-6427 F: (207) 772-3427 v infoOtilsontech.com N 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). N 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 2/24/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AWOO TO K 1C10O111-Xt PATH. CRI SCM SAWWTM• ($W O'GF iu T1YW fkd-% RE SH)NS SECUM 307J. 0 UI _ SCALE �I�I CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS Co TWIN OF NO- SURFACE REPAIR DETAILS N� T�FISD- 303 SHEDSHEET: NTS SHEET D09 OF D16 0 Z rFILENAME:TDS TWINID 0898GA 07 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. G I M I r TWINID 0898GA 07 ���♦ ♦♦ •v •v•• J TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL D TYPE 1 N T.S a �:. r 70 ~: J TYPE 2 MTS C1 1 I pn ��.f• D 1 jt e NOTES: TYPE 3 UA C Or ORAY,U ACCESS ROAD RAY VMY v T PLANS rw LOCADON O powm 2x cmewt oM ou AGAC rwcs LEGEND c r muofAr mo%m ME ACCm O VM M WAI K AT LEAST 20 NI twT.stAL GRIMMCN .IDtlr,r wLEss oalol,l+sE vtanm O KAQ W w OF -1/A' WVWS CRUSHED Acatr.ATE L S 0 N Cl) ODOMM MOWS 9 A L HAW A uMluv C0�IPACT(p TO Lns OAT 0E*eSITr 3,1 rM 111111 cowwvq�. *a AAa O CLEAN 10P'9Ca1 SEE:iEi) WM PASTI,AE CRASS WAT04 EWS11NC T. 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J%— &o IgIF I A , • � a - �. .� r _Y JO � sus arm CLE —, q. --- NOTES TILSON On a Mission I>7p31MPAL7 UN °-FEK _ _- _ __ } • -_- T- (207)591-6427 F- (207)772-3427 v FrPE WMr IFFY VfQW 1 0 GRUT +, tnfoOtIsontech.com 11711trAtl iR ALT;IN;A iSTRJU41#Tf'F.NL 1E 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` ,� � :* - � �, DATE DESCRIPTION INITIAL O _ _ 2/24/23 INITIAL SUBMISSION RNC vmuTr 1M4LL4 1 SWAN ►44Y ass WAY uITIE M OR CN _ fir ► . o F"Af L1EIM f1+AU7 F PQTHOM AFtE OREATER TMAM 1/Fi t7Y yp6t ru�r YI,YiFT W i�i 1YTf8 A 3 T �A FUM USE CXWPACTEn PEA �� EELM A a — M' F11 HORMIMTAL SFFARA7M FROM F37CPM OTY P1�lIt FsiX 1;I4P_ LW=91HO PEt 7PPIOa14G MY TFE CITY 0 vl " � SCALE g M , 4 - 0-R 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_07 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. TWINID 0898GA 07 t D / TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ;zi r: D SKID DETAIL LEGEND NTS Q p= oil TO nt OCARR[1R PIPE 0 aA CVW OR ICDVJM stlan OR COUIdvxv 1T ►AwrcAIM CA.SNG 963MATCR 4C4 11M IDt CM APPROM SIAISTITli"M I C4RPp PIPE 2 SPACERS POI SIKK Is'-21T CARRR Nit 2 SOACM to sna(k 4 O drool/ SX& CAWNG 3,r 1A1/ W" 1160cwvs IAA / C4AA*'Vk 2'OWATER IMAM CAARIOI PIP[ BELL O wrsrE 41PE BELL 2 Q 2• a cow suftzss swm sTRAPpm 4 o c REIN A WN Of TWO :TRAPS K1171M PM[ JM?t 4Y AIWt,EA4 SPACE /LiaN MTN SAACp 00*UT, J/T!- aAVQ OR 016Q "ATa11AL AS 411,01e0wo By IK 3 DrWD. NOTES: it.:,.. E o . A %"M mo lm.NAN THE III[99 Sia.w T I L S O N N wM�s oMtTNE Is PIII+oPac�, sew waP awwMcs FOR APPAL BT THE MOW POOR N 70 da9711-c"01� On a Mission T: (207)591-6427 F: (207)772-3427 N a NgUOMC PIPE SAJPPt7RT. AC►CAD.00 OF tnPoOtilsontech.com SECTION A—A MM, lIJMT A reTlMvr pfyCt1SJ10A a TIIt IKTNao c� h T .- I< LPIE AMCRADE AVOCAMM OT CARR[R z PFE FLOATATION. AM F&AYC (f 444" SPACE REVISIONS C KT11QN CA�VG � AAQ CAMP 175, ALL o FOR THE APMOvAL By THE E1"WEP P" To DATE O DESCRIPTION L tItST up r. Im opt 2/24/23 INITIIAL SU MISSS ON RINIC a i� 3 0I IDAHO STANDARDS BORING AND JACKING TSTJ�OARID DPA1104G SCALE No OI FOR PUSUC STRUIUM WORKS DETAILS SD-307 SIZE BSHEET: NTS a SIZE D SHEET: NTS 00 co SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_07 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_07 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. � © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. N LSON 04 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. Co o Op MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. N 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. 2/24/23 INITIAL SUBMISSION RNc © 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 Vi APPROVED BY THE CITY ENGINEER. SCALE g SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS Co (D, TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130FD16 0 z 3 FILE NAME:TDS_TWINID_0898GA_07 TFSD-802 TYPICAL RURAL STREET SECTION It MGM( ag Line,Inc. t, ,• Hui, •.? 1585 51 NOW Ama-m l r**r WIWI TWINID 0898GA 07 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� 9+t91r�Y`VQNW CAM F r � R um L!t:.dLY -DJ @I ` rYM 1 aWSHO ACCUCATE 9AM kgL188kw cm EkE 2- TYPE m aR ave rwE I awsHm AmFwa ITE 8Am gmF*iiI iwmar., TM LwjA Pmw 1I11n,rwff�w;IIwl(SEE GTY OF rmW FAUS LW%R liAMPQR ArON KA141 ' I TILSON On a Mission ,m� V� �-w�,.m .._._ _ + WPI _ T- (207)591-6427 F. (207)772-3427 v ► OF '!5af1S,-AMA � 1Y fi XW ��, '. tnfoOtIsontech.com - -- - - --- I.Z REVISIONS C _ j aaai�_tatt_ _o f; CM mi w ,l DATE DESCRIPTION INITIAL 2/24/23 INITIAL SUBMISSION RNC O vI mmmm[rE9umm' il3LE ummAS1 Tur— SCALE SIZE B SHEET: NTS Q _KURAL , TAI•OARD MANK SIZE D SHEET: NTS Co oI > � °� �- TF� D-• SHEET D14 OF D16 z 3 FILE NAME:TDS_TWINID_o898GA_07 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. t, ,• rtiu�, •.? 1585 ' TWINID 0898GA 07 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 � �ftilli MMT M d rrm.atMrrm1 atodo mmmm, TILSON co ..- - On a Mission r� - d: ,.- . _. T.- (207)591-6427 F- (207)772-3427 v fin - tnfoOtIsontech.com N N 1 _ _ REVISIONS Nw"' -AM. DATE DESCRIPTION INITIAL ._.____ __��moms. _ _,wrIV,mA- Km"a' 17 2/24/23 INITIAL SUBMISSION RNC O "tea' It 910*4 9u ;� IT E7 BY�k f REf VERWJL U AFM �GYIFM S FD UN! S 0 HIM MT'I rT LW-K M=f JIM rdW CF»'_ �I SCALE �I SIZE B SHEET: NTS TYP A L pl SIZE D SHEET: NTS OF o ' PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898GA_07 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. r, ,• Hui, •.? 1585 FOR FIRE ACCESS ROAD SEE TFS0— TWINID 0898GA 07 TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL f' J pun 0"w" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-W TO RAPOM ,X AND ML 0 UT ll . 01 37Rer C=iIXlRACd W A�I %TKV OM 15 JrMW47 GM OA_X_$m ORCM :I[IR AflLLED C4:qi, aL 4P1L E_ 2 TILSON N c,, i«dM o4t,mt7tpN on a Mission N LmalAm LJLYER [wP#el T: (207)591-6427 F: (207)772-3427 v tnPoOtilsontech.com PLANT IAN P064EMENT 2Z 2.5 7.9 o BAM 2O L I 6.0 REVISIONS DATE DESCRIPTION INITIAL w �ee,�s� e.0 [7.0] Ie.s (I&s) irLo (�o.a] O2/24/23 INITIAL SUBMISSION RNC T4T+w. I" DO mo o P911fru NC culm owgwrp av 3 tf kMW nru+E A-Akr wX RuwmmP i uAm o j7I w ALTum7m n*!;)ww V*;wd IN i4Umi wwxm ir V -NF t.MPR m 4 um. 0 vI SCALE g � 5- � SIZE B SHEET: NTS i SIZE D SHEET: NTS co III— E—S TF D— SHEET D16 OF D16 I 0 z 3 FILE NAME:TDS_TWINID_o898GA_07