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Home My WebLink AboutTWINID_0898EA_11_REV0-compressed DFN NAME : TWINID 0898EA 11 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID NODE FA- I I � I � �� M� -- 1 JJ�J�■ � frr,LLi � - �I��T ' - '�� • {- f-�.� � �nr'fr� � 1� _ - � � _ _ — '- -__ '�=_,ram �, \ � tiff Jr \ may ,C-i.ti L,xl ti � f TDS N r r Dig Lino.Inc. ._ ►Y rs �ai _ r� `• ram. diw r « `+ 1 r TWIN FALLS,ID 49 MATERIAL DESCRIPTION QTY ACTUAL -S"S-74; Ott # rein € 4 ^+1 N ti I • , _ i • � tit y ` ' 4. _ __ �M J 1• 1: 1 r 1. 1 �� f i lu ■ __ ■ r i ~• �� —� �� t y �� M • r' + � - • r � aA ir C10A. �1 r F ,� _ T C ..;* -'_Y F•gi'KL Lt.J� '—• i 4l + -s G;v-i �•.� 4.i;y- - / D✓ r 1 yr 1 r a ' �► On • PERMIT JURISDICTION SHEETS: C01 04 0• • Pill EXISTING UNDERGOUND SHEET A02 OF FILE NAME:TDS . r... ® DIOUnE TABLE OF CONTENTS ag Line,Inc. DWG NO. SHEET NAME TWINID_0898EA_11 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-C16 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 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 L 5 Q N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 06/23/23 INITIAL SUBMISSION AM . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll�l E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898EA 11 It DIOUnE CONTACT SHEET ag Line,Inc. H htio -.2 258S ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 11 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 Nate Smith Network Specialist-Node Power 920-397-7733 TWIN FALLS CANAL COMPANY 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 CD TILSON M � Chris Haskin Director-Network Engineering 608-664-4443 M On a Mission CD N Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOtilsontech.com �O Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 o OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 C Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE SIZE B SHEET: NTS Todd Naylor NS-1-Route Acquisition 541-797-0539 Q SIZE D SHEET: NTS w SHEET BOl OF B03 0 0 7 FILE NAME:TDS TWINID 0898EA 11 ® DIOUM GENERAL NOTES ag Line,Inc. h Hu,) c.2 Ic,% 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 06/23/23 TWINID 0898EA 11 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED d 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT N 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o6/23/23 INITIAL SUBMISSION AM MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. G 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS w INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. co SHEET B02 OF B03 0 0 7 FILE NAME:TDS TWINID 0898EA 11 SYMBOLS KEY It oIouilf C C EXISTING PROPOSED ag Line,Inc. EXISTING UNDERGROUND CATV AERIAL CABLE A A CONOUIT SCHEDULE 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 G G— CORE BORE C—————— 1' DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —OIL oIL DIRECTIONAL BORE CONDUIT —DB— �nB� 125" DIRECTIONAL BORE 1 1.2S' DIRECTIONAL BORE MULTIPLE CONDUIT —BB— idDB— DB(2)L25" 01 RECTIONAL SOR E 2 1.25' TWINID 0898EA 11 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1F DROP FIBER ire nB DB(3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID � � � � EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER CENTERLINE —CA —C/L PROPOSED HH RIGHT-OF-WAY —R/w — — —R/w — — ELECTRICAL MANHOLE(EMH) ^ EDGE OF PAVEMENT EOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L-O— TRANSFORMER(TRA) I I GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL ggG B8G WATER VALVE(WV) C12 TERMINAL C12 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898EA 11 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE W WATER MAIN SEWER STORM DRAIN E POWER LINE _ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT IELECTRIC METER m ELECTRIC CABINET \ �y TOMMY'S EXPRESS CAR WASH ELECTRIC MANHOLE ® U TRANSFORMER LIGHT POLE 3 O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE jfb A 1+65 3 Q TRAFFIC SIGNAL GAS METER BURGER KINKS■ COMM MANHOLE ® WATER VALVE DB(1)1.00" m © COMM HANDHOLE HYDRANT - —+� A 1+52/D 0+00 PLACE NEW \ jxx L:333' ® COMM PEDESTAL Q WATER METER D 2+10 PLACE NEW DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT OO DRAINAGE MANHOLE �)UTILITY POLE L:14' 042.58861339,-1 14.48079760 042.58857685,-1 14.48002520 ® CATCH BASIN CULVERT DB(1)1.00" ACCESS POINT ID:1000-004-1 ACCESS POINT ID:1000-004 R/GB:Y/ISO:Y GR/GB:Y/ISO:Y 0D 1+68 )1.25" A 3+00ODBM/21 Ln - U U M t� �— w w J w -r �- Ln Ln L:152' O DB(1)1.25" O T J L 1 R W U a as W — as R/W — �—R/W—— A 0+51 /B 0+51 ( i� L:658' L:541' T DB(1)1.25" U DB(2)1.25" / U/E C2+41 DB(1)1.25" PREPARED FOR: B 0+00/C 0+00 PLACE NEW 3 C 1+85 U/E 22"GX21"AXS 500 HH AT / 40'UTILITY EASEMENT 042.58820422,-114.4798841 1 \ 3 30'UTILITY EASEMENT TWIN FALLS COUNTY ACCESS POINT ID:#1000-003 DB / f TWIN FALLS COUNTY T I L 5 0 N DOC#:001092 GR/GB:Y/ISO:Y DOC#:016251 C 1+41 T:(207(591-6427 F:(207)772-3427 1f '.'R N C 0+21 info@filsonfech.com 40'UTILITY EASEMENT REVISIONS IN FALLS COUNTY DATE DESCRIPTION INITIAL DOC#:001092 I I w 06/23/23 INITIAL SUBMISSION AM SCALE 3 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C01 OF C 16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE W WATER MAIN SEWER —SD STORM DRAIN —E POWER LINE L.12 A 8+22 PLACE NEW E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.00" I ELECTRIC METER ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT m 042.59000654,-114.47939890 ® ELECTRIC MANHOLE L:104' TRANSFORMER A 9+26 PLACE NEW 3 ACCESS POINT ID:1000-006 LIGHT POLE a 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" I GR/GB:N/ISO:N 042.59000851,-114.47978780 I OS SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:1000-007 GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER 7 © COMM MANHOLE ® WATER VALVE 15'UTILITY EASEMENT _ TWIN FALLS COUNTY © COMM HANDHOLE HYDRANT 141 DOC#:027541 3 _ _ _ _ — ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE _ M ® CATCH BASIN CULVERT M _ m 148 L:337' 1575 e DB(1)1.25" DER'S BAKERY — ,j� - m I 1 • L:180, _ I I 1 i PREPARED FOR: I ' 1 1 • A 4+85 PLACE NEW ETILSON 151 14"OX24"AXS 400 LT DUTY HH AT T:(207(591-6427 F:(207)772-3427 042.58908238,-114.47943240 info@tllsontech.com ACCESS POINT ID:1000-005 REVISIONS GR/GB:N/ISO:N DATE DESCRIPTION INITIAL �7 06/23/23 INITIAL SUBMISSION AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM CO2 OF C 16 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C04 GAS LINE W WATER MAIN SEWER DItME SD STORM DRAIN E POWER LINE �l 670 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER I* s \ LIGHT POLE _ O$ SEWER MANHOLE © GAS MANHOLE L:345' DB(1)1.25" J ® SEWER VALVE ® GAS VALVE J I Q TRAFFIC SIGNAL GAS METER p © COMM MANHOLE ® WATER VALVE I I © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER 1 I O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT UTILITY EASEMENT T S — TWIN FALLS COUNTY DOC#:027541 3 3 I �I TACO JO j-& II * A11+22 PLACE NEW � „ 14"OX24"AXS 400 LT DUTY HH AT 042.59051403,-114.47977974 + , IL ACCESS POINT ID:1000-008 • I 1 GR/GB:N/ISO:N w L:10' r 3 A 11+12 I SD — SD —. A 10 I A 10 PREPARED FOR: L:195' ' DB(1)1.25" 3 4 TILSON At T:(207(591-6427 F:(207)772-3427 info@filsonfech.com .� REVISIONS d DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM dw 3 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM CO3 OF C 16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 A U TRANSFORMER 3 LIGHT POLE •r O$ SEWER MANHOLE © GAS MANHOLE a ® SEWER VALVE ® GAS VALVE F ❑n TRAFFIC SIGNAL GAS METER 'I © COMM MANHOLE ® WATER VALVE \ r COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT as ' I 93 99 3 93 0 U a w Lu 93 ., O _. I M/N Q 3 A 14+90 i E T \` '9 3 END CITY OF TWIN FALLS ROW % —M/a—� 1 j START ITD ROW = / PREPARED FOR: 15'UTILITY EASEMENT DB / A 17+43 ' TWIN FALLS COUNTY DB DOC#:027541 L:758' DB(1)1.25" ETILSON A 14+66 PLACE NEW A 16+87 14"OX24"AXS 400 LT DUTY HAT T:(207)fo@til27 F:ch c 772-3427 042.59138079,-1 14.48005616 nfo@}ilsoniech.com ACCESS POINT ID:1000-009 A 14+01' \ 3 / REVISIONS GR/GB:N/ISO:N DATE DESCRIPTION INITIAL \ ' I 06/23/23 INITIAL SUBMISSION AM A 13+50 I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 0 3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C04 OF C 16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ••• •••••• 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 163 SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT A 22+23 ELECTRIC METER m ELECTRIC CABINET EXISTING AXS 900 HH AT 042.59189606,-1 14.47787352 ® ELECTRIC MANHOLE TRANSFORMER IF PLANNED STRUCTURE LIGHT POLE (SEE DFN:TWINID_0898FA_01) I f �, O$ SEWER MANHOLE © GAS MANHOLE IS NOT YET INSTALLED, CONTRACTOR WILL INSTALL STRUCTURE. ® SEWER VALVE ® GAS VALVE SEE DETAIL#1000-000 L � ❑n TRAFFIC SIGNAL GAS METER GR/GB:Y/IS Y © COMM MANHOLE ® WATER VALVE R/W — R/W R/W F/W © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT l � U w w u') m w O Pcge Une ' • Pole Line ' ' 93 93 - Ems` I 1 E C F —fie — E — E G M/N M/a --M/21 M/21 M/2! M/a i PREPARED FOR: � TILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM REVISIONS • DATE I DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C05 OF C 16 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ■■■ ■■■■■. 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 3 U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE so 114b ® SEWER VALVE ® GAS VALVE Mir . 56 TRAFFIC SIGNAL GAS METER NCj © COMM MANHOLE ® WATER VALVE COMM HA HYDRANT ® COMM PEDESTAL Q WATER METER v m - O DRAINAGE MANHOLE 0 UTILITY POLE 3/n 3/n ® CATCH BASIN CULVERT - 3/nIL I� ,--I O O U U M Ll.l 40 L u LJ,J S� SS W • mr_ w - i .6 IL W Q B 8+04 PLACE NEW L: B 6+58 PLACE NEW Q C 14"OX24"AXS 400 LT DUTY HH AT Da(1)1.25" 14"rAX24"AXS 400 LT DUTY HH AT G 042.58833412,-114.48281819 + U/ ACCESS POINT ID:1100-002 042.58832981,-114.48227632 GR/GB:Y/ISO:N ACCESS POINT ID:I 100-001 PREPARED FOR: GR/GB:N/ISO:N U/ 40'UTILITY EASEMENT a F TWIN FALLS COUNTY ♦ ( DOC#:001092 ETILSON T:(207(591-6427 F:(207)772-3427 - info@filsonfech.com REVISIONS 213 * r DATE DESCRIPTION INITIAL ■ 06/23/23 INITIAL SUBMISSION AM 163 _ SCALE L� s SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C06 OF C 16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 312 SD STORM DRAIN E POWER LINE O'REILLY AUTO PARTS E] ELECTRIC HANDHOLE QELECTRIC VAULT •334 • ELECTRIC METER m ELECTRIC CABINET PRK�JTI'$SANtWICH SH( ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE L.H3' OS SEWER MANHOLE © GAS MANHOLE B 18+09 PLACE NEW 15'UTILITY EASEMENT DB(1)1.25 ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER 14"O)X24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY I 042.58863530,-1 14.4861 1404 #:027541 B 15+15 PLACE NEW © COMM MANHOLE ® WATER VALVE DOC B 15+84 ACCESS POINT ID:I 100-005 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N B 15+98 PLACE NEW 042,58866645,-1 14,48504710 © COMM HANDHOLE HYDRANT 14"O)X24"AXS 400 LT DUTY HH AT I ACCESS POINT ID:1100-003 ® COMM PEDESTAL Q WATER METER 042.58863486,-114.48533410 GR/GB:N/ISO:N L:210' ACCESS POINT ID:1 100-004 � OD DRAINAGE MANHOLE �)UTILITY POLE DB(1)1.25" — - 3/fl ® - CATCH BASIN CULVERT GR/GB:Y/ISO:N B 14+92 _ M/8= \ 310 3/D 21 M/N / �� M/a M/21 0 _ �o _ 0 0 U - M U M LLI SS cc LLJ LLl ar •ry !y Yti: Lu 2 �" 2 OR/W R/W R/W O B 13+94 L:71l' Q DB(1)1.25" < C U/E PREPARED FOR: 3 40'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:001092 ' ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.Com REVISIONS T DATE I DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM i SCALE W W SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C07 OF C 16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 4 —E POWER LINE 428 * E] ELECTRIC HANDHOLE Q ELECTRIC VAULT BLUE CRISS Cfll ti ELECTRIC METER m ELECTRIC CABINET a� ® ELECTRIC MANHOLE TRANSFORMER _ LIGHT POLE • 3 PIPES OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE B 24+74/E 0+00 PLACE NEW TRAFFIC SIGNAL GAS METER 22"OX21"AXS 500 HH AT B 21+40 PLACE NEW 042.58864473,-1 14.48858360 L:53' 14"OX24"AXS 400 TIER 8 HH AT I © COMM MANHOLE ® WATER VALVE 15'UTILITY EASEMENT ( ) 042.58863683,-114.48734570 ACCESS POINT ID:#1100-007 DB 1 1.00" © COMM HANDHOLE HYDRANT GR/GB:Y/ISO:Y L:333' TWIN FALLS COUNTY ACCESS POINT ID:#1100-006 DB(1)1.25" DOC#:027541 — GR/Ge:N/ISO:N m COMM PEDESTAL WATER METER 3/n L:332' OD DRAINAGE MANHOLE 0 UTILITY POLE n ®DB(1)1.25" CATCH BASIN CULVERT 3/n — MJ8 M/8 — O O U M M M U UJ Lu LU W = 2 R/W R/W W` O / R/W R/W — �! R/W R/W CU/E U/E U/ U/E U/E U/E G _ � PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM REVISIONS DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C08 OF C 16 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE W WATER MAIN SEWER \ 7 SD STORM DRAIN E POWER LINE C E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L:590' ELECTRIC METER m ELECTRIC CABINET DB(1)1.25" ® ELECTRIC MANHOLE p U TRANSFORMER LIGHT POLE r 15'UTILITY EASEMENT 15'UTILITY EASEMENT OO SEWER MANHOLE © GAS MANHOLE \ g TWIN FALLS COUNTY L:193' TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE \ DOC#:027541 DB(2)1.25" DOC#:027541 ❑n TRAFFIC SIGNAL � GAS METER COMM MANHOLE ® WATER VALVE B 26+67/E 1+93 DB(1)1.00" © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER \ / 3 PIPESDRAINAGE TT 3/n O CATCH BASINANHOLE `l / UTILITY POLE R/W ® /1—\CULVERT 41 L:114' W T DB(1)1.25" 00 Lu \ w � \R/W E 3+08 = 1 T �I �\ EXISTING AXS 400 LT DUTY HH AT U 042.58833915,-1 14.48923519 L IF PLANNED STRUCTURE r I (SEE DFN:TWINID_0898EA_05) <1 \ IS NOT YET INSTALLED, CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#1100-008 PREPARED FOR: \ GR/GB:N/ISO:N 41A - M/a \ \ . . ETILSON . \ \ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS d DATE I DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM R/W f �/n SCALE .- \ SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C09 OF C 16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C11 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE L:637 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" ELECTRIC METER m ELECTRIC CABINET 15'UTILITY EASEMENT ® ELECTRIC MANHOLE w TRANSFORMER TWIN FALLS COUNTY LIGHT POLE DOC#:027541 O SEWER MANHOLE © GAS MANHOLE ® ® c B 30+63/F 0+00 PLACE NEW SEWER VALVE GAS VALVE m 14"OX24"AXS 400 LT DUTY HH AT ❑n TRAFFIC SIGNAL GAS METER 3 042.58973133,-1 14.48941220 © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:1 100-007-1 © COMM HANDHOLE HYDRANT F 0+78 PLACE NEW GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL Q WATER METER 042.58973133,-1 14.48970190 + O DRAINAGE MANHOLE 0 UTILITY POLE ACCESS POINT ID:1100-007-1.1 - ® CATCH BASIN CULVERT GR/GB:Y/ISO:Y L:78' DB(1)1.25" 15'UTILITY EASEMENT I L TWIN FALLS COUNTY DOC#:027830 Im - m I 7 I w 1 mo PREPARED FOR: c m 3 ETILSON 3/n � T:(207(591-6427 F:(207)772-3427 476 info@filsonfech.com M/a_ REVISIONS r DATE I DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM I SCALE w SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C10 OF C16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE W WATER MAIN SEWER _ SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT I 57S ' 3 I • I ELECTRIC METER m ELECTRIC CABINET \ ELECTRIC MANHOLE 15'UTILITY EASEMENT LIGHT POLE TRANSFORMER \ m TWIN FALLS COUNTY O$ SEWER MANHOLE © GAS MANHOLE DOC#:027541 J ` ® SEWER VALVE ® GAS VALVE - I ❑n TRAFFIC SIGNAL GAS METER ::E 1662 © COMM MANHOLE ® WATER VALVE -0 © COMM HANDHOLE HYDRANT SHELL,GAS STATION,--] ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE r - ® CATCH BASIN CULVERT T 3 F i I U/E Vat L R/W R/W R/W Rik R/W "- - 7 M+ M M ' I R/W R/W R/W �� R/W I � U/E U/E PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com C � m 15'UTILITY EASEMENT REVISIONS 3 TWIN FALLS COUNTY DATE I DESCRIPTION INITIAL DOC#:027541 06/23/23 INITIAL SUBMISSION AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C11 OF C16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 — v I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT _ I ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE _ U TRANSFORMER { / LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE M/a ® SEWER VALVE ® GAS VALVE �. ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL `hl' WATER METER SS SS I T O DRAINAGE MANHOLE 0 UTILITY POLE SS CC ® CATCH BASIN CULVERT 9 d : 93 U -- U 7. W _ W 2 2 U') 4WD -97;m 0 Pip VRAM Ar I 10 U 3/ 3/n / 3/n U I —. F I B 37+14 I- 1 L:439' Q - G 3+74 PLACE NEW 15'UTILITY EASEMENT -L;374' B 37+00/G 0+00 PLACE NEW DB(1)1.25" Q 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY pg��)1,25^ 14"OX24"AXS 400 LT DUTY HH AT T_ t•i _ (P 042.59149499,-1 14.49076770 DOC#:027830 rl ACCESS POINT ID:1100-007-2-1 I' 042.59147903,-114.48937780 GR/GB:N/ISO:N G 1+08 ACCESS POINT ID:1100-007-2 PREPARED FOR: I TY/ISO:Y END ITD ROW ENDEND CITY OF TWIN FALLS ROW START CITY OF TWIN FALLS ROW `1 START ITD ROW I� 1662 m ETILSON F T:(207(591-6427 F:(207)772-3427 Ll info@filsonfech.com REVISIONS 15'UTILITY EASEMENT -w - DATE DESCRIPTION INITIAL DOIC#:027541 N FALLS 0UNTY 06/23/23 INITIAL SUBMISSION AM I SCALE i �-- SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C12 OF C16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ••• •••••. 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 r ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE • '� • ' ' ' TRANSFORMER 'E 1 I LIGHT POLE O SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE M/a wpom '—m— _ M/a M/a M/a Q TRAFFIC SIGNAL GAS METER ©Asp COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER - =y !,� •, O DRAINAGE MANHOLE C-0)UTILITY POLE SS — ® CATCH BASIN CULVERT 93 93 I w w w w U') O O - _ DB 3/rr 3/n 3/ /n, -3/n I 1 Q Q B 41+39 PLACE NEW 15'UTILITY EASEMENT 14"OJX24"AXS 400 LT DUTY HH AT L:381 B 45+20 PLACE NEW TWIN FALLS COUNTY 042.59149371,-114.48775860 DB(1)1.25" 14"OJX24"AXS 400 LT DUTY HH AT DOC#:027541 ACCESS POINT ID100-007-3 042.59148582,-1 14.48634240 PREPARED FOR: :1 GR/GB:N/ISO:N # ACCESS POINT ID:I 100-007-4 1 6i, END ITD ROW GR/GB:N/ISO:N ' START CITY OF TWIN FALLS ROW � ETILSON 370 SMITH PEDIATRIC DENTISTRY T:(207)591-6427 F:(207)772-3427 info@filsonfech.CoM REVISIONS DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM po SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C13 OF C16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 STORM DRAIN F —E POWER LINE - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE \ U TRANSFORMER I,- LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ®MOP SEWER VALVE ® GAS VALVE iT Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT + — ® COMM PEDESTAL Q WATER METER t � O DRAINAGE MANHOLE C-0)UTILITY POLE Tz-� CATCH BASIN CULVERT 93 93 1 — T dw U _ L�E w - - -- — U') w -M/a- -— F- -M/a M/a - I U DB -. I C B 48+69 PLACE NEW _ G 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT I + TWIN FALLS COUNTY 042.59147792,-114.48504693 T DOC#:027541 ACCESS POINT ID:1100-007-5 PREPARED FOR: GR/GB:Y/ISO:Y � TILSON C T:(207(591-6427 F:(207)772-3427 minfo@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM 1 � SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C14 OF C16 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE Q UTILITY POLE ® CATCH BASIN CULVERT C 9+33 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.58855971,-114.47804837 3 ACCESS POINT ID:1000-003-1.1 _ — GR/GB:Y/ISO:Y U M/LI W — I W - W L:116' M/a M/N M/6 M/6 - - DB(1)1.25" M/ Ww 0 U o I--- - _ - _ CQ R/W r G DB I u6 R/W - ---r- R/W R/W R/W PREPARED FOR: if f U/E U 30'UTILITY EASEMENT C 5+41 /C 8+17 L:138' C 6+79 PLACE NEW i U/E U/E U/E T I L S O N _ TWIN FALLS COUNTY DB(2)1.25"_ 14"OX24"AXS 400 LT DUTY HH AT , DOC 4:016251 042.58823424,-1 14.47753880 ACCESS POINT ID:1000-003-1 T:(207)info@t427 F:ch.c 772-3427 - info@f ilsonfech.com GR/GB:N/ISO:N REVISIONS DATE I DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C15 OF C16 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_11 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. DB—DB— PROPOSED DIRECTIONAL BORE ... •...., 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 f ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y ULIGHT POLE TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL G GAS METER COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT _ ® COMM PEDESTAL Q WATER METER \ SS SS SS OD DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT I I U w w M/a M/ 11 G 6+99 PLACE NEW L:325' n U I L 14"(dX24"AXS 400 LT DUTY HH AT DB(1)1.25" r I 042.59149371,-1 14.49197507 Q * ACCESS POINT ID:1 100-007-2-1.1 PIP 15'UTILITY EASEMENT GR/GB:Y/ISO:Y TWIN FALLS COUNTY 1 A 1 DOC#:016251 PREPARED FOR: I � iaLETILSON T.(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM - ' - SCALE i SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C16 OF C16 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. TWINID 0898EA 11 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- �I I—I I—III—III—I �I I�I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 1a I I-I I r-I 11a I-I I -I I-I I I FINISHED GRADE BURIED CABLE H H IN GRASS -IIIMII=IIIMII=II-111 I1=11rIII- REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I—I 11�=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= COVER 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 24"MIN. I I-I I�I I I�I I-I I MI I-III-III FREE MATERIAL REFER TO � Ig 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= CONDUITAS SPECIFIED E/W CONDUIT TO R/W 11-I 1 ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED 1 I —1I 1=I 1I i &FIBER OPTIC CABLE 11, 1I II 1- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 11--1 11--TI�I, 1 1 I—_ I 1 I- 1 �I—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III—I�I I�I—1I�I I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�11=O AND TYP.DETAIL F Q 0 24"MIN. G G —III—III—III—I 11=1 I I�Y I—I�1=1 11= T I L S O N 30"MIN. �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—I�I—III—II-III�II—II�III on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I M I I—I 11=I I I—I I I= I I I=I I El 24"MIN. 24"MIN. 1 II REVISIONS I -6 -6 DATE DESCRIPTION INITIAL —ll-- i 06/23/23 INITIAL SUBMISSION AM IIMIMII- ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE o FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE U (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOl OF DI CONSTRUCTION. [FILE NAME:TDS TWINID 0898EA 11 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. TWINID_0898EA_11 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I t♦� F♦t - _ 080.00 DETAIL A SCALE 1 : 1 - LSON T. 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TOP VIEW i + TWINID 0898EA 11 PHOTO RENDER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A ® 0 —450 00 - RIGHT VlEV1/ m i i ri O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A InfoOtIson1eoh.omn Im DRAWN- A Dv Tod �~ At*eOf II W 0�h O►ww A►4 MaA-I►xS-�QOR-AZ3r REVISIONS 4�7 IAAY►JW K CC =W7b{LT OI e1 DATE DESCRIPTION INITIAL c 1^Jr Ake"Calld*M wAv CHECKED: Dv~►o rAw 06/23/23 INITIAL SUBMISSION AM FOOT K DOCLQM TO Aviv Titi�p MCI►-AlI3-�00!•ASS� rA m wrl"w IRM O.C 1049w DATE 17/08/2020 it�!/�010�10>• Malre IAC?Oty MlWtS,►aDRJewo SCALE WOAD IK/D1-«setiA IV SIZE B SHEET: NTS PO Box$77 CLOww"INI kAO'vAAL GA VAG • SIZE D SHEET: NTS qL y7 11"A 7= SHEET D03 OF D16 "AL;wvOwde ce m FILE NAME:TDS TWINID 0898EA 11 AXS 500 H H DETAIL D19 Une,Inc. 5i1 of- 11300-3,42-1585 EXPLODED VIEW LID BASE TWINID 0898EA 11 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 PHOTO RENDER — 21.B9 A� 19.69 mom I 19.69 2079. TILSON 000 On a Mission O/Yb6i0►6�1�+C1� 000, T: (207)591-6427 F: (207)772-3427 Q.99 gas otwrr.+o A.o T►e coOrrow DRAWN: A Du Tort Infoocnsontech.com t1aro0►IS TICK POCOVI Y a M4A M 40 WAA-A)M-SOOR-ASSY MAY PAM K cdm ftgouv CIO IN REVISIONS P'AvT APO rmt COW DM roll"WAY CHECKED: Dro4wrp Tso DATE DESCRIPTION INITIAL 1 ll •K 015CLOM V Ash 7"m SWR AXS CHAMBER REV001 06/23/23 INITIAL SUBMISSION AM .,►r,cs 11Yf 1�0(�1 ww-sa+ca+so+T DATE: 121OW2020 t SCALE(A3): 1:7 A� SECTION A-A �0� 0T0 R2.21) !v!I•rT!FACTOR MekfeM.1eDftMo 1 YCV^O ta"O.nvwww 1471 SCALE POem6nclogrm IGy1 SIZE B SHEET: NTS MONML G/W'!NG WL ev T 1 Im 7m SIZE D SHEET: NTS IIIML 0000muocoso SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 11 TWINID 08 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL INN liesI �■��■■��.� Drill IN III IN IMI .■. .■I 11■ .. ��I MI■��■ INa I EM -IDS wl 11-mm a 0 ■I III ■ _ �� .. I ! m■■A■■w■■L . 11 'd ■� ■C lff 10 TDS ■C i tv IM 0 OM 050 D.-ANAGE I - k. TILSON �� _ 1 11 1 • ft On a Mission KNOCKOUT _ — , SHEET� • - M .• FILE NAME:TDS . 08981 CHARLES 101 - 8' XT PEDESTAL ® DIGUnE ag Line,Inc. —2 ,sas TWINID 0898EA 11 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � I 7 , 5 i INSIDE I • � ADLOCK 7 . 5 ; INSIDE NASD 16.0 0 21 S � 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM SCALE SIZE B SHEET: NTS wriu.�+ 511E —.two 40 SIZE D SHEET: NTS • &!N/41wkfA 10 I H CI ( I ' ( Q OOWPP SHEET D06 OF D16 11 2; !z," ';.'.�i'�'!".«'�:'o'ic or�c'NrT.Sw'n., — lot 1 u t 1-a ntw oaf 1 of 1 FILE NAME:TDS TWINID 0898EA 11 C H A R L ES 104 - 12"X 1 1 " PEDESTAL ® DIGUnE ag Line,Inc. 12 . 00 TWINID 0898EA 11 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( 1 ( 1 1 22 , 00 1 38. 08 kill I I LJ ' II 10 , 00 -r-r TILSON r> On a Mission 0 T: (207)591-6427 F: (207)772-3427 N I InPoOtHsontech.com 0 ' REVISIONS DATE DESCRIPTION INITIAL 1 06/23/23 INITIAL SUBMISSION AM 21 . 37 SCALE . I50 U 1 SCALE SIZE B SHEET: NTS w I .� SIZE OulrltrG p SIZE D SHEET: NTS 00 0 1 w =� B I O Q H C I I I I O O O W SHEET D07 OF D16 CD g �M011-II Z 1 ril�ide�~i�.w�+t�MN1�1y �i le:rotri� Kl[ t1S I� OOOM 3 FILE NAME:TDS_TWINID_0898EA_I I TFSD-301 TYPICAL TRENCH It DIGUnE ag Line,Inc. t; ,• Ht1l� r? 1�5 TWINID 0898EA 11 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL LEGEND Ile __ m sm, : ' ' • % - t s , pm r, I 1.7 � :VAS rDZX SM 'SAWftrl�&� (WE 13TY- F nM FA4s VEWSICN5 SECT M 30A C {n ik rTPAN F MM WK Al C"M OF FM{ FOR I, RF iYS�411 WIDTH WAY BC KAPPON" YIiH VUTIM PDUMS54tt i TILSON On a Mission T: (207)591-6427 F: (207)772-3427 pm I - _ InPoOtIsontech.com REVISIONS ISHFAM REPAN MM 13AW FIR —3U(SM .30X. DATE DESCRIPTION INITIAL ' - CUMIM ON Tla'P' W WTM FIMA11K 57CM AM W� 06/23/23 INITIAL SUBMISSION AM SCALE ST D �� SIZE B SHEET: NTS `AV' rYPICAL �� ,I SIZE D SHEET: NTS TIFS _ SHEET D08 OF D16 FILE NAME:TDS TWINID 0898EA 11 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 H H00 r. 9 9 g g 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898EA 11 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 0 6 2 12 11 6 5 EXISTING OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND (DMATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATERINDEPTH US IISHOTHERWISEED GSPECIATE BFAED.SE (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 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF D. OVERLAY FABRIC WITH ASPHALT TO FINISH CONCRETE PANEL GRADE OF STREET. L S 0 k 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH ^ SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 0 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 06/23/23 INITIAL SUBMISSION Ann PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AWOO TO K WCOXILAFt W4M PATH. CRI SCM SAWWTM• ($W O'GF T1YW fkd-% RE SH)NS SECTIDN 307J. sr SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NITS SIZE D SHEET: NTS TWIN OFALLS SURFACE REPAIR DETAILS N� 7FSD- 303 SHEET D090FD16 FILE NAME:TDS TWINID 0898EA 11 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. —2.1sas I wJr TWINID 0898EA 11 TWIN FALLS,ID - - p tiny a �• 9 � �- V- • .� 1 MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KT A 0 1 0 1 TYPE 2 %TS r � t . t 7 e NOTES: TYpr Q C a CPA'& Accm Row WAY VARY , i% P- MS ION tOC AIM @j P*&AK 2R awwo Ow *" NOAD rms LEGEND © I/N1WWAT POO-A E5 FK ACCMS, p nATURK opawo 91DTM MUST K %T tEAST K MN 91D*6-12, 11NAL4S Uf/twom Spe r= :Q Puke r wm or 3/4• INP,APs a va Awnc,^ut T I L S O N �D 90NRC. ENTCKS %t LL WYE A A &AN CONPACTEO TO 95X DAY DDegri On a Mission 3 1 ryls SLOP( KIM •1 U.0PIC NEOOYArOoloED sE eACX SlpK O Qrm �gm S MIN PASRYAF OPASS VAT;M E05*4 T- (207)591-6427 F- (207)772-3427 r(a M>OMON 3" SXALL 9E A W40AN t-t tnPoOttlsontech.com .AGX ACFE vIPTN 4 1 BAOK Apr[ O KAI Odm e• �S PM ft C..IOU COrACM TO 9?= occowpt4mr, rK ►Low LNQ Or K eft OPTCM 94ALL W AANNY or 9• onow REVISIONS UE E09EST A"WCA$ "M C*ArX Q PtAM 3- Of 3/e' ROQW0 Q►AA X TC D1=001c[ ORAFWX PAPANG 0AT171 DATE DESCRIPTION INITIAL tAO)" DQ*'"YS AECr4011IIIIED IM © P.OPOSm P►E lrE 06/23/23 INITIAL SUBMISSION AM APPRCti(D 1.0411l AW TYPE O PLAC[ r OF•- NWVS PfTA1PM ptA'+a GAAOAGTED TO P?>< ONT 00 91" M IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR ROAD N0i' SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898EA 11 TFSD-306 UTILITY TRENCH It MGM( ag Line,Inc. h Hl1 1c.2 T5$5 TWINID 0898EA 11 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL . . 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WL YPE �T� Volow 0 ammi ' tnfoOtIsontech.com +�;. --- - —"— �N[J1Sf I�p s f7ER 'LOU C* ACT TRA►EL REVISIONS PER 30=1111 = y�p�� .. y DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM vmuTr 111,04mm 1 SWAN FMT w Tm WAY 6Eu ITIE 7 E M OR CIY I�Mr_ IQ1' _ REFAi Lt9NO fRGUT_ F POTHOLES AFtE OREATER THAM 7Y yp@[ YMM�f MAW AN A if w wmrim Aw A T SGIU fE FUOF USE COWPACTEn PEA �� M A — JE' lil F10f97QITFL SFFIIRJ171Qf FTKIVA E37CGTR1a {alY Pl.wt Yoc Gw_ UILFMM LW=91HO 1REt APP19O140 MY TFE QrV DKMIWL SCALE MY W - Q-R A M M SIZE B SHEET: NTS WE No , SIZE D SHEET: NTS TRENCH _T, D" SHEET D11 OF DI FILE NAME:TDS TWINID 0898EA 11 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. —2.1sas r TWINID 0898EA 11 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f �D SKID DETAIL LEGEND N T>; O Im CUT To m 20 CAMNQ POPE O3 4'44' Ctom OM MCUM00C SIM% at COWVICIJUT FNPWCA= CAW-, W9, ATOMs (c464o Mc CO AiPN011D S,9S;lmllm IS' CAAN IM PIPE I SP'ACE*S PVt STn CAM W P►L 3 9ACRS $'R 1") 4 SmWT4 SIM CAINC ]/!• W% *OLL "CKM I31 MR dA CIP 2' CKAID 1NA1► CAK%P WE YETI O 011TSM fWt !dl 2 4 © Y t COW STW ESS SRIL STIR P PW. 4' 0 C. MI'N A Mk OF TWO $VtWS IKTOM "t r011IR 45' AP LLAM Si'AC9 IBLED MITN SAAQ, GWW't 31W CAALQ ON "V2 MAMMAL AS APPgOM B1' /E 7 {;) NOTES: um almma ` A wcTmw OTIOt DAAr1 rw "sm S,om " T I L 5 0 N "S DUAL IS mcp=D. 56MI. T vw ORANVGS IOM A►"OVAI tlY M C%GV4 § PMIOM TO COMS WJCV0k On a Mission SAW A IIIIRMM M0.6SM OF TK W1I00 T: (207)591-6427 F: (207)772-3427 SECTION A—A CP neovac arc s 000tT, ACN9%0ANT a trrootna0�t�n.�«� w h T 1W LPE ANC CPACC AVMANM W CAMIM Pwc nL"TAT10K MO n L#40 OF Akft^iR WWI REVISIONS KnNXX C&WK WE AM0 CANNOT PIP(. ALL Idl Tlt APPWWAL 8, TIK 040" M 0"00 10 DATE DESCRIPTION INITIAL NSTALLAG TIE PtFC 06/23/23 INITIAL SUBMISSION AM JV» IDAHO STANDARDS BORING AND JACKING STANDARD ORAVMNG SCALE FOR PILIBUIC CONSTRUCT}ON WORKS DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 11 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) TWINID_0898EA_11 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. L 5 0 N © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 06/23/23 INITIAL SUBMISSION Ann © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. SCALE ,ZD7IZI SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898EA 11 TFSD-802 TYPICAL RURAL STREET SECTION It D1O1"E ag Line,Inc. h Hl1 1 .2 1585 51 I TS ltr**r WIWI TWINID 0898EA 11 TWIN FALLS,ID 'StEE ' 7 MATERIAL DESCRIPTION QTY ACTUAL FT •LvArr Tnr R9gi,hli W"IOWA" U"m fl4.aC" "I Mr fl.I t5 27 SG I!� 24 3 t kd 44 (70) 1*4 (t"] Wrp 12MO] TOTOL Ia5 "& mj- "-r-nv oumwr onwaaTs:* LID ij] 'ram VW.I]iiIIiiiIii+A.'ljVAT W ram-7 A iLeGENDJ +PMA ftMT MIX -AI I t'aWK l @tom` rYM 1 aWSHO ACCUCATE 9AM kSILWkW CM EkE 2- TYPE I OR aVe TWE I VIVSHM AMMUTE 8AM RMF*ll TM LwjA Pmw 11111n,rwff�wTIwI(SEE GTY OF rEW FAUS LI liAMPQR ArON KA141 ' -- 1 I TILSON pun-IT � Via On a Mission _ � _ T: (207)591-6427 F: 772-3427 tnPoOtilsontech.coh.co m i_ -j _tact_ ft'lw ial_0 i` - ice of wj REVISIONS f M AM V. ,l DATE DESCRIPTION INITIAL i 06/23/23 INITIAL SUBMISSION AM / SCALE SIZE B SHEET: NTS Q T P� �I ; �" SIZE D SHEET: NTS II��`'�� i��!!��,T��'��f l TFI - ' SHEET D14 OF D16 14 ST I :T SECTION FILE NAME:TDS TWINID 0898EA 11 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D GM( ag Line,Inc. h Hl1 1c.2 15$5 lb iwm OF ALLEyi TWINID 0898EA 11 TWIN FALLS,ID . %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS T ISS 70E JY I: :'WUM �r2x- _ 4J s �• , TYPE 111—NEW ALLEYS its-- - .- -- TYPE. IV-NEW ALLEYS � 1:w r r"•OR mr"n I ampo "mum, T I L 5 0 N ..- - ,.- . _. On a Mission T- (207)591-6427 F- (207)772-3427 NOT- tnPoOtilsontech.00m St REVISIONS Nw,yam, Rww-;RAW' AM- DATE DESCRIPTION INITIAL �moms No 4w mm—,wr IV,m-Km"a wK 17 06/23/23 INITIAL SUBMISSION AM lt - l --. � ice. _ 1T !JifA;,M IQF°SUEKK lW,50JU!ice!- BY U)CAL-00fD . gm&E" VERML UAW JUM HONZIMAL CUFM 11MMEMS SAM UN SCALE SIZE B SHEET: NTS AE`TYP S SIZE D SHEET: NTS OF PUS ALLEY SECTION Ds 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898EA 11 TFSD-805 STANDARD CUL-DE-SAC It MGM( ag Line,Inc. h Hl1 1c.2 75$5 FM FIRE ACCESS ROAD SEE TFS0-305 TWINID 0898EA 11 TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL f' J ' 7 VON"M4=ollpt" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-W TO RAPO E ,X AND ML 0 UT ll . 01 37REer C=iIXIRlCd W %TKV OM 15 TAT GM CqX_GE_SMORCMt lk. ,IOR A'p.LED C4:qi, aL 4P1L E_ TILSON 51111111mt firth 12�UXXM wtr+k aut w u"m mmtm on a Mission Lm46dI,yy I*yER TkKy,krw (wp{;I T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com PLANT IAN P06YEMMT 2Z 2.5 7.9 BAM 2a 5A 6.0 REVISIONS 8.0 [7.0] ILS (I&S) IYin (=a] DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION AM TaT+w. I" DO mo P+�rLA>+Q cs�ilrt � av r.4 7.� j%w ALTum7m n*!;) w V*;wd IN i4Umi wwxm ir V -NF I.F mmm 4 Dm• SCALE SIZE B SHEET: NTS �STNUA v SIZE D SHEET: NTS III— E-SA S TFD— SHEET D16 OF D16 FILE NAME:TDS TWINID 0898EA 11