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'4 �f. r , _f i 'r�y�yI � 1 + '� � � Syr •.3� a � •� _ 1 r� - a :�� � � ..--�+1 � .F .Il +�• � . `} a 'mot 1. ����.r'' - �•.� '1�..1 �� - � � 1 �,� ry r:�w?l�5� �- - I f - ����7y�yi�y+ �' • /Jam_` _'.�N��1 � �y�( `F�.� -j. �y {- 71 k�r��it:: '- 1#•.�t� �C} ' i�� sdR• 4 � �' r � r F+� a• ����� iY�i '•. �y,'�. ��1�i • 1•�� ` r r TDS . c • ' N;Corfege,Rd TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL cu • \\ - of s 1' •,� ��- N y Dr INS 9 'h Y'�J •i __ ' • • _ ` ___ arghee ar Ctl Qvre Or '1 -� �• ' ' �ip�`� f �N� •� u mr hDOfdQf S ''. �. "` �T� •� f.hGod Dr " ..Vim - . Ak morii �r 4JL 7Ilk - Fads flue _--- - E - T -0 lb 'all 1 I � . � � � l,' Pr• ✓ , ' fir �s 1On a Mission PERMIT JURISDICTION /4 08 NEW UNDERGROUND • • 04 08 04 m NEW UNDERGROUND • 04 EXISTING UNDERGOUND SHEET A02 OF FILE NAME:TDS . 0... 03 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_03 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . COI-C20 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 I" PEDESTAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 02/17/23 INITIAL SUBMISSION BRL . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 04/07/23 REV PF E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 08/02/23 REV NV . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 440��' E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898GA 03 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 03 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV 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 TILSON On a Mission N Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 c� InPoOttleontech.com OJoshuaCamacho Network SpecialistI-OSPEngineering 719-679-2507 OTHER o REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL Brian Thomason Manager-Network Engineering 785-477-8582 04/07/23 REV 1 PF 08/02/23 REV 2 NV Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE SIZE B SHEET: NTS o Todd Naylor NS-1-Route Acquisition 541-797-0539 Q SIZE D SHEET: NTS SHEET BOl OF B03 0 0 7 FILE NAME:TDS TWINID 0898GA 03 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 02/17/23 TWINID 0898GA 03 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 REV 1 - ADDED CONDUIT AND 04/07/23 TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. REV 2 - REROUTE TO AVOID CANALS 08/02/23 MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR ADDED CANAL LATERAL 39A & 40 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE a CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL N T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o2/t7/23 INITIAL SUBMISSION BRL MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN 04/07/23 REV t PF THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH 08/02/23 REV 2 NV WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 0 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT U PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT SCALE o HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS Q INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. co SHEET B02 OF B03 0 0 7 FILE NAME:TDS TWINID 0898GA 03 SYMBOLS KEY ® DMunM., EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONOUITSCHEDULE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT z z zi z R(3) DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT U/e U/e DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—— —— —— DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —0IL 0IL DIRECTIONAL BORE CONDUIT —DB —DB— S" DIRECTIONAL BORE 1 1.2S' DIRECTIONAL BORE MULTIPLE CONDUIT —DH— -�DB— DB(2)L25"101RECTIONALBORE 2 1.25' TWINID 0898GA 03 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE IF DROP FIBER DB DB(3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID - - �nB� EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER —W W 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) N STORM DRAIN MANHOLE(DMH) TIE-IN/CONDUIT COUPLER T I L S O N On a Mission N CATCH BASIN(CB) ® , T: (207)591-6427 F: (207)772-3427 N EXISTING COMM LINE inPoOtIsontech.com z CULVERT(CUL) �< EXISTING GAS LINE G O REVISIONS 0 GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL O 02/17/23 INITIAL SUBMISSION BRL GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD 04/07/23 REV 1 PF GAS METER(GM) U EXISTING SEWER LINE SS oa/o2n3 REV 2 NV JUNKNOWN MANHOLE(UMH) OU EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREEnco SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898GA 03 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER SEE PERMIT#TWINID_0898GA_03 LS_CC DATED 08/02/23 PLAN-A&PROFILE-A FOR CANAL CROSSING DETAI ••••••••••••••••• FUTURE DIRECT BURY 1F DROP FIBER —R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C19 MATCH TO SHEET #CO2 GAS LINE SS WATER MAIN — SS SEWER 835 L:37' LATERAL 39A —SD— STGRM DRAIN —E POWER LINE DB(1)1.00" 911 D 1+96 PLACE NEW I REV 2- E] ELECTRIC HANDHOLE QELECTRIC VAULT 14"OX24"AXS 400 TIER 8 HH AT i ADDED CANAL LATERAL 39A lb D 2+92 PLACE NEW ELECTRIC METER m ELECTRIC CABINET 042.57782091,-114.46083910 I A l+51 /D 0+00 PLACE NEW 1201 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC MANHOLE 042.57783889,-1 14.461 18770 ACCESS POINT ID:#7010-001.1 14"OX24"AXS 400 TIER 8 HH AT C 2+91 PLACE NEW TRANSFORMER GR/GB:N/ISO:N 042.57792898,-1 14.46021438 LIGHT POLE ACCESS POINT ID:7010-001.2 .. ACCESS POINT ID:#7010-001 REV 2- 14"0X24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:N A 2+39/D 0+88 I C REDESIGNED 042.57781728,-1 14.45947210 O SEWER MANHOLE © GAS MANHOLE L:196' GR/GB:Y/ISO:N ACCESS POINT ID:#7000-023-1 I I ADDED CANAL LATERAL 39A&40 ® SEWER VALVE ® GAS VALVE DB(1)1.25" GR/GB:N/ISO:N _ D 1+09 L 88'V' Q TRAFFIC SIGNAL GAS METER M/21 DB(2)1.25' ® © COMM MANHOLE ® WATER VALVE D 1+36 - © COMM HANDHOLE HYDRANT .. � AAL ® COMM PEDESTAL Q WATER METER DB O DRAINAGE MANHOLE 0 UTILITY POLE w L:319' ® CATCH BASIN CULVERT M M - DB(1)1.25" ;qip- L:95' D 1+36 END OF ITD ROW L.139 M W DB(1)1.25" BEGIN TWIN FALLS ROW DB(1)1.25" W W W W - - - W W (� az Cil C OT52� C 0+52 END OF ITD ROW W � ty BEGIN TWIN FALLS ROW ��C 2+20 U 10 DBR/W /W —� • o- M/21 � - col 09 a A0+12/C0+12 L:279' wC15 Co6 08 DB(1)1.25" w L:12' _ fco-s_ DB(2)1.25=9r LATERAL 39A clfb+f dSe A 0+00/C 0+00 0 •r C C19 CO2 C14 � EXISTING 500 AXS HH AT 042.57751394,-1 14.46020039 = f 3 IF PLANNED STRUCTURE c c1s U (SEE DEN:TWINID_0898GA_01) T f IS NOT YET INSTALLED, 0, CONTRAa I DETAIL#OR WILL 70 0 023 STALL STRUCTURE. SEE * fie GR/GB:Y/ISO:Y PREPARED FOR: 883 3 ETILSON 93 ]+ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com ^ - REVISIONS DATE I DESCRIPTION INITIAL 3 02/17/23 INITIAL SUBMISSION BRL • 04/07/23 REV 1 PF 08/02/23 REV 2 NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C01 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER SEE PERMIT#TWINID_0898GA_03 LS_CC DATED 08/02/23 PLAN-B&PROFILE-B FOR CANAL CROSSING DETAI ••••••••••••••••• FUTURE DIRECT BURY 1F DROP FIBER —R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE W WATER MAIN SS SEWER —SD STORM DRAIN 1. —n E POWER LINE 960 IL ELECTRIC HANDHOLE Q ELECTRIC VAULT i A 6+48 PLACE NEW lb ELECTRIC METER m ELECTRIC CABINET 95 14.'OX24"AXS 400 TIER 8 HH AT lal ® ELECTRIC MANHOLE TRANSFORMER 042.57904869,-1 14.46052202 ,"y9� - ACCESS POINT ID:#7010-003 I �� LIGHT POLE GR/GB:Y/ISO:N OS SEWER MANHOLE © GAS MANHOLE 3 952 SEWER VALVE GAS VALVE I E 6+14 PLACE NEW ❑T$ TRAFFIC SIGNAL GAS METER L.89 E 3+80 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT C COMM MANHOLE WATER VALVE —DB(2)1.25 •• 14"GX24"AXS 400 TIER 8 HH W 042.57880155,-1 14.45857560 O 042.57880649,-1 14.45944600 * ACCESS POINT ID:#7010-003-2 © COMM HANDHOLE HYDRANT ACCESS POINT ID:#7010-003-1 GR/GB:N/ISO:N ® COMM PEDESTAL Q WATER METER DB(1)1.25" GR/GB:N/ISO:N - D B(1)1.25" OD DRAINAGE MANHOLE )UTILITY POLE ® CATCH BASIN CULVERT A 5+59/E 0+89 M/8 -- M/N- DB DB - DB L: W DB(1)1.25" ROW I � E 1+91 I 949 A 4+92 PLACE NEW BEGINOTW N FALLSaz al ROW # U I 14"OX24"AXS 400 TIER 8 HH AT = R/W U to / 042.57862069,-114.46052700 I I -- /W — R W ACCESS POINT ID:#7010-003.1 p col 09 p GR/GB:Y/ISO:N I--- w L.85+ L:45' w C75 C06 C08 w �DB(1)1.2F" DB(1)1.00" IW ■ DB(1)1.00" '` � clfb+f dSe fo.0 I �LATERAL39A I 1140 1150 O C C19 CO2 C14 C C13 Q I 947 I Q l C 3 C �W�FrM,■ G I I \ G PREPARED FOR: REV 2- REDESIGNED ADDED CANAL LATERAL 39A Ip906 L:252' TIL50N DB(1)1.25" do . I - T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com 1139 7b I — } - REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 3 * 04/07/23 REV 1 PF 08/02/23 REV 2 NV SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C01 MATCH TO SHEET #C13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL CO2 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C04 GAS LINE w WATER MAIN w SS SEWER —SD— STORM DRAIN —n E POWER LINE LATERAL40 5 1 070 IL ELECTRIC HANDHOLE Q ELECTRIC VAULT I - s � � • ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE �y U/E I LIGHT POLE lUl TRANSFORMER 8 _ L \, O SEWER MANHOLE © GAS MANHOLE C-0-, i 4 ® SEWER VALVE ® GAS VALVE ., T �� _ ❑n TRAFFIC SIGNAL GAS METER 1043 I I © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER 1 O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN ><CULVERT 1041 LATERAL39A 00 — az C71 T--I 1039 L:322' U A DB(1)1.25" i o col 09 �Y p 1037 W Z1 I C15 Co6 08 ui 4C7 ^DB((1)11.25 0Cilka '(r�is i REV 2- A 8+44 PLACE NEW I REDESIGNED c a9 CO2 C14 14"OX24"AXS 400 TIER 8 HH AT ADDED CANAL LATERAL 39A&40 042.57958591,-1 14.46047032 c �13 ACCESS POINT ID:#7010-005 L:26' u GR/GB:N/ISO:N DB(2)1.25 Q I I A 9+49/G 0+00 PLACE NEW o 1021 A 8+18/A 8+70 I I I 14"OX24"AXS 400 LT DUTY HH AT U/E U/E * I 042.57951352,-1 14.46018330 L:98' Y ACCESS POINT ID:7010-006 _ PREPARED FOR: DB(1)1.25" I GR/GB:N/ISO:N r �aaallll IF 1020 A 7+20 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT ETILSON 042.57924595,-1 14.46050476 L:123' ACCESS POINT ID:#7010-004 T:(207(591-6427 F:(207)772-3427 GR/GB:N/ISO:N DB(1)1.25 = I + info@filsonfech.com REVISIONS I 1007 DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 3 G 1+23 PLACE NEW 04/07/23 REV 1 PF 14"OX24"AXS 400 TIER 8 HH AT 08/02/23 REV 2 NV 4.46019510 J��GwCR , 11S POINT ID:#7010-006.1 SCALE B:N/ISO:N Aff SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL CO3 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER SEE PERMIT#TWINID_0898GA_03_CC DATED 08/02/23 PLAN-C&PROFILE-C FOR CANAL CROSSING DETAILS ••••••••••••••••• FUTURE DIRECT BURY 1F DROP FIBER —R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C08 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT I I ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER \ I LIGHT POLE LJ O$ SEWER MANHOLE © GAS MANHOLE LATERAL 40 ` ® SEWER VALVE ® GAS VALVE w \ Q TRAFFIC SIGNAL GAS METER LATERAL39A - � © COMM MANHOLE ® WATER VALVE L:207 COMM HANDHOLE HYDRANT DB(1)1.25" ® COMM PEDESTAL Q WATER METER •. O DRAINAGE MANHOLE 0 UTILITY POLE 1097 ® CATCH BASIN CULVERT A 15+90/Y 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 042.58073258,-1 14.46091410 ACCESS POINT ID:#7010-008 ISO:N U A 14+66 az Cii 0 END OF ITD ROW U a BEGIN TWIN FALLS ROW I 3 10 ! G A 13+88/B 0+00 PLACE NEW 14"GX24"AXS 400 LT DUTY HH AT C07 09 p r M/8 ( 042.58071975,-1 14.46016710 Lu I ACCESS POINT ID:7010-007 C15 cos 08 ui DB GR/GB:Y/ISO:N 1080 04 e L:50' L:201' _ Cl}ki1 Qti6 CO3 O DB(1)1.25" DB(1)1.25" DI ,� F C C19 CO2 C14 = . •;RAW— " 3 I L:11T f c c13 uDB(1)1.25" Q Y 0+50 PLACE NEW AL 1 14"OJX24"AXS 400 TIER 8 HH AT I * ; 042.58059601,-114.46091870 ACCESS POINT ID:#7010-008.1 A 12+71 PLACE NEW — — PREPARED FOR: GR/GB:N/ISO:N 14' 24"AXS 400 LT DUTY HH AT 042.58039782,-1 14.46016980 _ I ACCESS POINT ID:7010-006-1/2 t 1164 GR/GB:N/ISO:N ` «� A - ETILSON T:(207(591-6427 F:(207)772-3427 5 info@filsonfech.com REV 2- REVISIONS i ! REDESIGNED DATE DESCRIPTION INITIAL s I ADDED CANAL LATERAL 39A&40 1070 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 08/02/23 REV 2 NV W * SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C04 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAS LINE 'S WATER MAIN _-� SS SEWER 1098 1091 —SD— STORM DRAIN n E POWER LINE 1099 IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET + ® ELECTRIC MANHOLE �y p LIGHT POLE lUl TRANSFORMER d L.223' QS SEWER MANHOLE © GAS MANHOLE y pg(1)1.25" ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER OPTITAP:10/90 m © COMM MANHOLE ® WATER VALVE \\ L:1 95' © COMM HANDHOLE HYDRANT DB(1)1.00" H 3+25 PLACE NEW W \ ® COMM PEDESTAL Q WATER METER w I 14"S7X24"AXS 400 LT DUTY HH AT f 042.58101673,-1 14.4621 1723 871 i OD DRAINAGE MANHOLE �)UTILITY POLE 5'UTILITY EASEMENTS I 3 ACCESS POINT ID:7010-009-1 CATCH BASIN CULVERT TWIN FALLS COUNTY A 17+65/H 0+00/N 0+00 PLACE NEW GR/GB:Y/ISO:N DOC#:0000562305 � � I 14"0X24"AXS 400 LT DUTY HH AT / ACCE078301, ID:7010-009 7 lsKm� \ ACCESS POINT ID:7010-009 GR/GB:Y/ISO:N H 0+53 az a, U I L:18' 82s L:158' u _ L:400' H 0+62 DB(2)1.25" DB(1)1.25" A C07 09 r p 5'UTILITY EASEMENTS � � M/a— J 1+95 PLACE NEW F TWIN FALLS COUNTY w 14"OX24"AXS 400 LT DUTY HH AT DO #:0000562305 DB Lu C15 Cob 08 w 042.58077868,-114.46314091 .� / �H 0+72 �A 15+39/N 0+18 LI_I 1080 1 ACCESS POINT ID:7010-009-2.1 M GR/GB:Y ISO:N DB(1L):1 3.2255"' LD:B'(1 )1.25" — c03cl*w d 04 lm� C C19 CO2 C14 H 1+88 R _ ♦ f U I V r , c c,3 <r� N 1+23 N 0+67 PLACE NEW r 0, Q M/a I 14"OX24"AXS 400 TIER 8 HH AT Q 0 042.58060096,-114.46148510 -3ACCESS POINT ID:#7010-009-12 GR/GB:N/ISO:N PREPARED FOR: W T -- - ,W T I L 5 0 N M 0+89 PLACE NEW 5'UTILITY EASEMENTS I `� 14"OX24"AXS 400 LT DUTY HH AT 3 T:(207(591-6427 F:(207)772-3427 042.5802221 l,-1 14.46216688 TWIN FALLS COUNTY info@tllsontech.com � ACCESS POINT ID:7010-009-11.1 0000562305 I 68 » GR/GB:Y/ISO:N REVISIONS 778 I m I DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 796 04/07/23 REV 1 PF F 08/02/23 REV 2 NV 816 w SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C05 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE w WATER MAIN IS SEWER —SD STORM DRAIN —n E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ❑ i ® ELECTRIC MANHOLE �y �I �� lUl TRANSFORMER LIGHT POLE A 22+85 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT O SEWER MANHOLE © GAS MANHOLE r� 042.58220534,-1 14.46152060 I ® SEWER VALVE ® GAS VALVE j ACCESS POINT ID:#7010-011 GR/GB:N/ISO:N � ❑TS TRAFFIC SIGNAL � GAS METER ` • ' � 1r © COMM MANHOLE ® WATER VALVE • • * • •ice y © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER 1 :r • O DRAINAGE MANHOLE 0 UTILITY POLE 10 + Tr ® CATCH BASIN CULVERT 1117 � * lsKl4?b - ' ; + - O C12 Cll PEA } ; r r rh ���, • I col 09Y uR ~ ` L:297' w � !• ' a DB(1)1.25" I I..� cts C06 0B t Ap Lu lit M ■ � f I � d1b O C1�— iw,� CO3 . f 0 • k c c19 cot C14 r I- 1 �l ` i � m� � �W�FrAr■ 4 + M ■ • I PREPARED FOR: • ' *• • • ■ \ i �. a ■ F A 19+88 PLACE NEW • 14"OX24"AXS 400 LT DUTY HH AT 1 0+00 PLACE NEW .+r ACCESS 139151,-1 14.46150390 ETILSON T 14"OX24"AXS 400 LT DUTY HH AT * � `� -� ACCESS POINT ID:7010-010 042.58131468,-1 14.46313051 i _ • j 3 GR/GB:N/ISO:N 10'UTILITY EASEMENT;,, - ACCESS POINT ID:7010-009-2 a T T:(207(591-6427 F:(207)772-3427 TWIN FALLS COUNTY GR/GB:Y/ISO:N 10'UTILITY EASEMENT � T info@}ilsoniech.com DOC#:0000562305 TWIN FALLS COUNTY ❑ REVISIONS s OPTITAP:10/90 DOC#:0000562305 L:400' - I I 1111 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 5'UTILITY EASEMENTS E 3/n - I 08/02/23 REV 2 NV IN FALLS COUNTY 5'UTILITY EASEMENTS I U/E TWIN FALLS COUNTY Doc#:0000s623os ALE 1 1098 DOC#:0000s623os IF 1091 B SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C06 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN —n E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER — 746 © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT N - ® COMM PEDESTAL Q WATER METER T O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT .Z7 �a- ' l0 C,2 C„ l 4 o- 10 A 24+88 PLACE NEW col 09 p 042O58276326 4004I461ER 5 H662 T I1J C15 Co6 08 ACCESS POINT ID:#7010-011.1 w GR/GB:N/ISO:N = 04 C1}ki1 QS6 CO3 y EUT C C,9 CO2 C14 � � I DB(2 C c 13 u \ G r. A 25+87 PLACE NEW PREPARED FOR: 14"OX24"AXS 400 TIER 8 HH AT 042.58260527,-1 14.46166951 A 24+30/A 23+39 ACCESS POINT ID:#7010-01 1.2 GR/GB:Y/ISO:N 41' D - � B(1)1.25" ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL L:146' 04/07/23 REV 1 PF DB(1)1 25" 08/02/23 REV 2 NV SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C07 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C09 GAS LINE w WATER MAIN SS SEWER — 1 226 SD STORM DRAIN f? —E—SP 1160 1162 IL ELECTRIC HANDHO E ER LINO ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET • " I mob ® ELECTRIC MANHOLE �y MA lUl TRANSFORMER LIGHT POLE O - O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE B 5+33 PLACE NEW Q TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 LT DUTY HH AT T _ 042.58218171,-1 14.46013370 © COMM MANHOLE WATER VALVE® w ACCESS POINT ID:1-002 © COMM HANDHOLE HYDRANT GR/GB:N/ISO:N ® COMM PEDESTAL Q WATER METER D DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT I � LATERAL39A az a, U I ,0 u LATERAL 40 -� 1 122 ! o- Btl S + C07 09 W"or W �9 C15 Co6 OS Lu REV 2- L:326' ADDED CANAL LATERAL 39A&40 f +rn 04 DB(1)1.25" O3 Cimma 'd56 C. — I C C19 CO2 C14 2 C C C73 U I - +. A _ PREPARED FOR: O L T i T ! ETILSON F 3 B 2+07/T 0+00 PLACE NEW T:(207(591-6427 F:(207)772-3427 • Wf 141.0X241.AXS 400 LT DUTY HH AT info@tllsontech.com T 0+74 PLACE NEW 042.58128661,-1 14.46016033 REVISIONS 14"OX24"AXS 400 TIER 8 HH AT I ACCESS POINT ID:7011-001 • 042.58128952,-114.46043530 GR/GB:N/ISO:N DATE DESCRIPTION INITIAL ACCESS POINT ID:#7011-001.1 L:74' i 02/17/23 INITIAL SUBMISSION BRL GR/GB:N/ISO:N DB(1)1.25" 04/07/23 REV 1 PF 08/02/23 REV 2 NV —U/E I A _ SCALE 109 _ SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C08 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O�,-W rum A# ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 10 GAS LINE W WATER MAIN SS SEWER I • —SD— STORM DRAIN 1 230 —n E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT I _ _ 1 ELECTRIC METER m ELECTRIC CABINET ' 1201 ® ELECTRIC MANHOLE \ I lUl TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE i ❑n TRAFFIC SIGNAL � GAS METER 4 © COMM MANHOLE ® WATER VALVE L- M/a © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER w O DRAINAGE MANHOLE 0 UTILITY POLE —— ® CATCH BASIN CULVERT lsillim #�.,. LATERAL 39A � LATERAL 40 0 a,U - L:251 col 09 pq DB(1)1.25" 1208 w 7 7 1188 W C15 Co6 OS � C04 B 7+28 PLACE NEW +rn 14"OX24"AXS 400 TIER 8 HH AT O {I 042.58271759,-1 14.46012640 c,fb+f dSe co3 L A ACCESS POINT ID:#1-003 r J GR/GB:N/ISO:N c a9 coz a4 C C13 A Q I 1180 1212 b 1 1 PREPARED FOR: REV 2- ADDED CANAL LATERAL 39A&40 � DB(1)1.25" l ETILSON IT:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL i 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 08/02/23 REV 2 NV 1160 SCALE � 1 162 f SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C09 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #Cll GAS LINE W WATER MAIN IS SEWER IS STORM DRAIN Tw I —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT lb I^r ELECTRIC METER m ELECTRIC CABINET 1 I ® ELECTRIC MANHOLE TRANSFORMER I I B 12+75 L LIGHT POLE a B 12+62 PLACE NEW 1260 O SEWER MANHOLE © GAS MANHOLE 73 I I I ❑ 14"OX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® GAS VALVE 042.58418218,-1 14.46009640 TS TRAFFIC SIGNAL G GAS METER ACCESS POINT ID:7011-006 © COMM MANHOLE ® WATER VALVE I GR/GB:Y/ISO:N © COMM HANDHOLE � HYDRANT • I ® COMM PEDESTAL Q WATER METER m I I O DRAINAGE MANHOLE 0 UTILITY POLE •+ I� w ® CATCH BASIN CULVERT REV 2- L:76' REDESIGNED DB(1)1.25" ADDED CANAL LATERAL 39A&40 az Cil 3/fl 3/n TO4 !i B 11+g6 PLACE NEWcol �Y a14"OX24"AXS 400 TIER 8 HH AT 1246 042.58397285,-114.46010580ACCESS POINT ID:#1-005 120 C15 CoeGR/GB:N/ISO:N 1213pn ■ olk \ 3 MIN � Cl}dl 'd56 CO3 LATERAL 40 \ 8 3 LATERAL 39A 7 I C C19 CO2 C14 1207 1 � F4�4�MrI� ■� � PREPARED FOR: M/a ' i r,Q L:206' DB(1)1.25" 1236 r 1205 ,1 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com PLACE NEW — w I* 184'OX024''AXS 400 TIER 8 HH AT 1203 REVISIONS 042.58340704,-114.46013530 _ i DATE DESCRIPTION INITIAL ACCESS POINT ID:#7011-004 02/17/23 INITIAL SUBMISSION BRL R/W R/W I GR/GB:N/ISO:N _ _ 04/07/23 REV 1 PF 08/02/23 REV 2 NV --I 1230 _ i SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C10 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER SEE PERMIT#TWINID_0898GA_03_CC DATED 08/02/23 PLAN-D&PROFILE-D FOR CANAL CROSSING DETAILS ••••••••••••••••• FUTURE DIRECT BURY 1F 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 rr ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y lUl TRANSFORMER LIGHT POLE .. O SEWER MANHOLE © GAS MANHOLE - 1 340 ® SEWER VALVE ® GAS VALVE D � � I ❑n 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 N R/ R/W az C71 �{ 1309 U10 LATERAL 40 col 09 •may or W C15 Co6 OS Lu ' � � Cl}Yi1 Qti6 CO3 0 -.-+aT''": # - .V�• RIw C73 QR/W 1288 _ G B 15+72 A B 14+85 i END OF ITD ROW O PREPARED FOR: BEGIN TWIN FALLS ROW 60' B 16+94 PLACE NEW DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT I REV 2- — 042.58479288,-1 14.46087951 ( s ACCESS POINT ID:#7011-007 I REDESIGNED GR/GB:N ISO:N ADDED CANAL LATERAL 39A&40 ETILSON / , � i I` T:(207(591-6427 F:(207)772-3427 Fi l 1 1290 info@filsonfech.com LATERAL REVISIONS DATE DESCRIPTION INITIAL 1275 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF T 08/02/23 REV 2 NV L:432' DB(1)1.25" LATERAL 40 \ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C1 1 OF C20 2 NOTES: DIGL I NEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE w WATER MAIN — SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE �- � , .� 7 � f ` � ❑n TRAFFIC SIGNAL G GAS METER T © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER s O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT 815 LATERAL 40 1:illim1~ X 1+62 PLACE NEW 14"OJX24"AXS 400 TIER 8 HH AT — ' - 042.58494025,-1 14.46277990 W 0400 PLACE NEW �--� c1z c11 ACCESS POINT ID:#7011-9.1 GR/GB:Y/ISO:N 14"SdX24"AXS 400 TIER 8 HH AT + � 042.58492840,-1 14.461 10620 0 ACCESS POINT ID:#7011-008.1 GR/GB:Y/ISO:N T co7 09 p L:50' DB(1)1.25" w C15 C06 08 M/a M —M/ LL ■ 04 Cl}ki1 b6 CO3 L:52' O DB(1)1.25" ' C C19 CO2 C14 - _ _—_ M M c c13 M m�. 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C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 MATCH TO SHEET #C14 GAS LINE W WATER MAIN — SS SEWER SD— STORM DRAIN ER LINO REV 2- I E] ELECTRIC HANDHOLE ELECTRIC VAULT ADDED CANAL LATERAL 39A 1411 ELECTRIC METER m ELECTRIC CABINET C 6+10 PLACE NEW 1241 ® ELECTRIC MANHOLE TRANSFORMER 14"OX24"AXS 400 TIER 8 HH AT LIGHT POLE 042.57779904,-1 14.45828706 ♦♦ O$ SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:#7000-023-1.1 GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT MAI- M/a ® COMM PEDESTAL Q WATER METER DB M/8 M/N OD DRAINAGE MANHOLE 0/UTILITY POLE ® CATCH BASIN >\CULVERT M .M M TaKw ati W rl C12 Ci l O W W W _ W ! o- to U —R/W R/W — R/W �� h Col 09 r p IY W C15 C06 W W V/ \ 04 ■ � I Cl}ki1 QS6 CO3 O C C19 CO2 C14 U I I I F I 1334 Am c �13 qw PREPARED FOR: ETILSON 0 T:(207(591-6427 F:(207)772-3427 t 870 info@filsonfech.com will REVISIONS DATE I DESCRIPTION INITIAL * 863 f 02/17/23 INITIAL SUBMISSION BRL f 04/07/23 REV 1 PF 868 08/02/23 REV 2 NV A68 ,r 8 SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C13 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu••uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE - - - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET 1285 ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE _ O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE E 7+06 PLACE NEW Q TRAFFIC SIGNAL GAS METER 14"OX24"AXS 4010 TIER 8 HH AT 41 1 042.57880010,-1 14.45823230 © COMM MANHOLE ® WATER VALVE L:92' ACCESS POINT ID:#1-003-3 1411 © COMM HANDHOLE HYDRANT DB(1)1.25" GR/GB:N/ISO:N ® COMM PEDESTAL Q WATER METER w O DRAINAGE MANHOLE 0 UTILITY POLE a gD CATCH BASIN CULVERT hl/a C�1 1 C,2 c„ O U R/VI R/W. col 09 r p a E 7+85 PLACE NEW w 14"OX24"AXS 400 TIER 8 HH AT C15 Coe oB L:44' L: 042.57879661,-114.45794130 w DB(1)1.00" DB(1)1.25" ACCESS POINT ID:#1-003-3.1 GR/GB:Y/ISO:Nrin ■ fO4�_O C C19 CO2 Cl 1160 1280 yy F 4 T ` 0. 5 A CAM • ! PREPARED FOR: Jo •� � 1411 �- ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM 1139 _ REVISIONS DATE I DESCRIPTION INITIAL J< s 02/17/23 INITIAL SUBMISSION BRL 0 /0 /23 REV 1 PF 08/02/23 REV 2 NV SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C14 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE ` — O SEWER MANHOLE © GAS MANHOLE T ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT A 46%* ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN >\CULVERT LlK� 110 C12 C11 O U10 o- C07 09 r p W C15 C06 08 W V/ C1 'd56 CO3 O C C19 CO2 C14 + C C13 PREPARED FOR: • K 0+00 PLACE NEW 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.58132978,-114.46414928 T I L 5 0 N DOC#:0000562305 ACCESS POINT ID:7010-009-3 IL L:400, GR/GB:Y/ISO:N T:(207(591-6427 F:(207)772-3427 rt OPTITAP:10/90 L:300' info@tllsontech.com REVISIONS DATE I DESCRIPTION INITIAL w U/E 02/17/23 INITIAL SUBMISSION BRL 10'UTILITY EASE 11E �— 04/07/23 REV 1 PF TWIN FALLS COUNTY 5'UTILITY EASEMENTS 08/02/23 REV 2 NV DOC#:0000562305 10'UTILITY EASEMENT TWIN FALLS COUNTY ui 1099 1098 DOC#:0000562305 WIIC FALLS 05OLN SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C15 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN 1099 —E POWER LINE OPTITAP:10/90 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L 0+00 PLACE NEW I 1099 lb ELECTRIC METER m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY H H AT 042.58114852,-1 14.46515332 I I 5'UTILITY EASEMENTS I (E) ELECTRIC MANHOLE ACCESS POINT ID:7010-009-4 TWIN FALLS COUNTY m I LIGHT POLE TRANSFORMER DOC#:0000562305 GR/GB:Y/ISO:N L O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE DB(1)1.00" TRAFFIC SIGNAL GAS METER 10'UTILITY EASEMENT TWIN FALLS COUNTY �\ �\� © COMM MANHOLE ® WATER VALVE DOC#:0000562305 LJ © COMM HANDHOLE HYDRANT � ® COMM PEDESTAL Q WATER METER L:SOO' I O DRAINAGE MANHOLE 0 UTILITY POLE L:127' 1 ® CATCH BASIN CULVERT DB(1)1.001, \ a \ LaKw it L 1+27 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ACCE080005,-1 :7010 0 0-5 � T � � ACCESS POINT ID:7010-009-5 az a, GR/GB:N/ISO:N m K 1+97 PLACE NEW a X 14"OX24"AXS 400 LT DUTY HH AT C07 09 p \ 042.58078947,-114.46415975 ACCESS POINT ID:7010-009_3.1 w 3 GR/GB:Y/ISO:N c,s cos oa \ W j 1094 755 = C fO4 1059 cl*w 3 • I O CO2 C14 2 # � + C C13 1r L 2+17 M/a M/8 M/8 Q 0. L 2+22- R/W F YA4�*+►r. PREPARED FOR: M M R/W R/W — 10'UTILITY EASEMENT R/W TWIN FALLS COUNTY L 2+77 T I L S O N DOC#:0000562305 L 2+82 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 706 722 736 I I REVISIONS k. DATE I DESCRIPTION INITIAL 750 02/17/23 INITIAL SUBMISSION BRL L:351' I I I 04/07/23 REV 1 PF DB(1)1.00" 08/02/23 REV 2 NV , m SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 1 7 SIZE D SHEET:1°=25' DRAFTED BY: I SHEET NUMBER REV BRL C16 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 16 -W GAS LINE WATER MAIN — SS SEWER 3+92 STORM DRAIN E POWER LINE 3/fl 3/n —OPTITAP:10, E] ELECTRIC HANDHOLE QELECTRIC VAULT 3/nlb ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y 3/ lUl TRANSFORMER 10'UTILITY EASEMENT 3 �_. LIGHT POLE TWIN FALLS COUNTY OPTITAP:10/90 �OPTITAP:10/90 J'f 1 O O $ SEWER MANHOLE GAS MANHOLE(�' DOC#:0000562305 L:200' L:200'- ® SEWER VALVE ® GAS VALVE L:100' ❑n TRAFFIC SIGNAL GAS METER L 4+79 PLACE NEW PLACE NEW I I O 14"OX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 LT DUTY HH AT PLACE NEW C COMM MANHOLE WATER VALVE 10'UTILITY EASEMENT TWIN FALLS COUNTY I ( COMM HANDHOLE HYDRANT 042.58008605,-114.46485289 042.58008209,-114.46447922 _— 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000476461 I ACCESS POINT ID:7010-009-6 I I ACCESS POINT ID:7010-009-7 042.58007526,-114.46383397 ® COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:N I GR/GB:N/ISO:N I ACCESS POINT ID:7010-009-8 GR/GB:N/ISO:N O DRAINAGE MANHOLE �)UTILITY POLE 723 I _ ® CATCH BASIN >--\CULVERT 1:illim C12 Cll M/a M/a M/a U �� col 09 r a ui C15 C06 C08 LUJ me �1 04 ■ (A C14M T—'d56 CO3 —R/W � —,— �� n• O '•/ � C C19 CO2 C14 #, C C13 1706 T 10'UTILITY EASEMENT 756 772 * 3 TWIN FALLS COUNTY DOC#:0000476461 I I — PREPARED FOR: P 0+00 PLACE NEW I ' \ 14"OJX24"AXS 400 LT DUTY HH AT \ 042.57919049,-114.46434353 PLACE NEW ""14OX24 AXS 400 LT DUTY HH AT ACCESS POINT ID:7010-009-19 P 1+39 PLACE NEW GR/GB:Y/ISO:N 042.57918736,-1 14.46404653 14"OJX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7010-009-18 042.57919040, 114.46485797 L:139' GR/GB:N/ISO:N ETILSON T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:7010-009-20 DB(1)1.25" info@tllsontech.com GR/GB:N/ISO:N I L:100 L:200' L:3oo' REVISIONS 3/n DATE I DESCRIPTION INITIAL 3 02/17/23 INITIAL SUBMISSION BRL — 04/07/23 REV 1 PF 08/02/23 REV 2 NV 10'EASEMENT FOR DITCH OPTITAP:10/90 3/ _ 732 TWIN FALLS COUNTY OPTITAP:10/90 SCALE DOC#:0000476461 SIZE B SHEET:1"=50' MATCH TO SHEET #C20 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV BRL C17 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE W WATER MAIN — SS SEWER 10'UTILITY EASEMENT 10'UTILITY EASEMENT 5'UTILITY EASEMENTS 10'UTILITY EASEMENT SD STORM DRAIN TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY IL—n E POWER LINE •OPTITAP:15/85 DOC#:0000476461 DOC#:0000562305 DOC#:0000562305 I DOC#:0000562305 ELECTRIC LE Q ELECTRIC VAULT LATE 3 RAL 40 ELECTRIC M METER ETER m ELECTRIC CABINET M 0+29 ® ELECTRIC MANHOLE LIGHT POLE TRANSFORMER 3/n M/8 N1 O$ SEWER MANHOLE © GAS MANHOLE OPTITAP:20/80 �Q ® SEWER VALVE ® GAS VALVE L:300' L:100' 10'IRRIGATION LATERAL L:200 R/W ❑n TRAFFIC SIGNAL G GAS METER TWIN FALLS COUNTY M 0+00 PLACE NEW C COMM MANHOLE WATER VALVE - O PLACE NEW L:89' 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000476461 PLACE NEW _ C COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" 042.58005611,-114.46206116 ^ 042.58007167,-1 14.46349442 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7010-009-1 1 ® COMM PEDESTAL `p WATER METER ACCESS POINT ID:7010-009-9 042.58006344,-114.46272989 GR/GB:Y/ISO:N GR/GB:N/ISO:N ACCESS POINT ID:7010-009-10 OPTITAP:TERMINATING O �/� D DRAINAGE MANHOLE UTILITY POLE GR/GB:N/ISO:N ® CATCH BASIN >\CULVERT 79 � I REV 2- ADDED CANAL LATERAL 40 " N 4+45 LATERAL40 I O az Cil U J L:33' U ! a 10 -- b R/W— R/W DB(1)1.00" -R/W 3 col 09 p 10 W ui C15 C06 08 N 4+59 N 5+61 PLACE NEW mo4 14"0X24"AXS 400 TIER 8 HH AT M 042.57955008,-114.46153053 c1fLM tide co3 ACCESS POINT ID:#7010-009-13 O — R/W M/a� —M/ I GR/GB:N/ISO:N O c C19 Coz C14 ..7 a C C13 LU N 5+05 U r REDESIGNED I b 0. Q _ I ADDED CANAL LATERAL 40 G 798 G 1018 PREPARED FOR: II PLACE NEW 1013 3 ' 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW 042.57917360,-114.46345020 — I 14"OX24"AXS 400 LT DUTY HH AT N 9+02 PLACE NEW L:168' 10'UTILITY EASEMENT ACCESS POINT ID:7010-009-17 TWIN FALLS COUNTY 042.57916593,-114.46274469 14"OJX24"AXS 400 LT DUTY HH AT DB(1)1.25" GR/GB:N/ISO:N DOC#:0000476461 ACCESS POINT ID:7010-009-16 042.57916661,-114.46207896 T I L S O N GR/GB:N/ISO:N ACCESS POINT ID:7010-009-15 GR/GB:Y/ISO:N T:(207(591-6427 F:(207)772-3427 A info@filsonfech.com 10-EASEMENT FOR DITCH 1U'EASEMENT FOR DITCH o L.33 REVISIONS L:200' I TWIN FALLS COUNTY I TWIN FALLS COUNTY DOC#:0000476461 I DOC#:0000476461 I DB(1)1.00" DATE DESCRIPTION INITIAL —3/n ,n_ N 8+1 1 02/17/23 INITIAL SUBMISSION BRL ,n� 0 /0 /23 REV 1 PF _ 08/02/23 REV 2 NV 3/n � - � 3/n n I dp"w SCALE OPTITAP:10/90 OPTITAP:10/90j& PTITAP:10/90i SIZE B SHEET:1°=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C18 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C18 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN 2 PIPES —E POWER LINE 3 OPTITAP:10/901 s E] ELECTRIC HANDHOLE Q ELECTRIC VAULT lb ELECTRIC METER m ELECTRIC CABINET _ I Q 0+00 PLAC ELECTRIC MANHOLE I N 7+29 C E NEW ® � TRANSFORMER I+ _ 969 I 14"0X24"AXS 400 TIER 8 HH AT LIGHT POLE A 042.57908968,-1 14.46153874 QS SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:#7010-009-14 ® SEWER VALVE ® GAS VALVE LATERAL 40 }II REV 2- GR/GB:Y/ISO:N i TRAFFIC SIGNAL GAS METER REDESIGNED © COMM MANHOLE ® WATER VALVE ADDED CANAL LATERAL 40 © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER L:- R/W DB(1)1.2556'" L:161' O DRAINAGE MANHOLE )UTILITY POLE DB(1)1.25" ® CATCH BASIN >--\CULVERT Q 2+17 PLACE NEW 14"O)X24"AXS 400 LT DUTY HH AT Q 1+61 PLACE NEW La1* 042.57865023,-1 14.46175063 14"OJX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7010-009-14.2 042.57864727,-114.46154276 I GR/GB:Y/ISO:N 3 ACCESS POINT ID:7010-009-14.1 GR/GB:N/ISO:N O \ N az a, N T + O 9 ! o- 0 - C07 09 r p w DB(1)1.25" I ui C15 C06 08 w U 0+47 PLACE NEW 803 S 1+64 PLACE NEW w 14"OX24"AXS 400 LT DUTY HH AT S 0+97 PLACE NEW 14"O)X24"AXS 400 LT DUTY HH AT I +rn VO4(f 14"OJX24"AXS 400 LT DUTY HH AT 042.57842264,-114.46237630 ACCE S POI , ID:7063 009-2 ACCESS POINT ID:7010-009-25.3 ACCESS POINT ID:7010-009-23.1 I 042.57839795,-114.46262303 GR/GB:Y ISO:N O GR/GB:Y/ISO:N ACCESS POINT ID:7010 009-25.2 926 O GR/GB:N/ISO:N c C19 CO2 C14 IC C13 A U Q \M DB(1)1.25" I - .... Of PREPARED FOR: R/W R W ' \ DB(1)1.25" L:121' ETILSON � DB � DB(1)1.25" 't1�cy OPTITAP:TERMINATING T:(207(591-6427 F:(207J 772-3427 info@filsonfech.com L:170' P 9+56/S 0+45 REVISIONS OPTITAP:20/80 DB(1)1.25" 808/ P 11+22 PLACE NEW DATE DESCRIPTION INITIAL P 7+35 PLACE NEW I P 9+05 PLACE NEW DB(2)1.25" 14"O)X24"AXS 400 LT DUTY HH AT 02/17/23 INITIAL SUBMISSION BRL 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT P 10+00/S 0+00 PLACE NEW 042.57833278,-114.46198470 I 04/07/23 REV 1 PF 042.57825335,-114.46340810 042.57823250,-114.46277920 ACCESS POINT ID:7010-009-25.1 08/02/23 REV 2 NV ACCESS POINT ID:7010-009-24 ACCESS POINT ID:#7010-009-24-1/2 14'Y042.5 AXS 96,- DUTY 42 2 GR/GB:Y/ISO:N 191 1 GR/GB:N/ISO:N GR/GB:N/ISO:N 042.57827596,-114.1 -009-25 SCALE ACCESS POINT ID:7010-009-25 ,I 820 GR/GB:Y/IS ry N \ SIZE BSHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C19 OF C20 2 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB DBE PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB DB— PROPOSED DIRECTIONAL BORE DB DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C17 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN —n E POWER LINE 6bK1\\ I IL ELECTRIC HANDHOLE Q ELECTRIC VAULT lb ELECTRIC METER m ELECTRIC CABINET 733 ® ELECTRIC MANHOLE / lUl TRANSFORMER LIGHT POLE L:21 9' O SEWER MANHOLE © GAS MANHOLE DB(1)1.25" \ ® SEWER VALVE ® GAS VALVE \ / Q TRAFFIC SIGNAL GAS METER 757 / © COMM MANHOLE ® WATER VALVE C m COMM HANDHOLE � HYDRANT ti ® COMM PEDESTAL Q WATER METER 41�y OO DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT 38 P 4+23 41 765 P 3+32 P 3+58/R 0+00 PLACE NEW /� \ 14"OX24"AXS 400 TIER 8 HH AT 042.57866607,-1 14.46456160 \ / P 4+50 ACCESS POINT ID:#7010-009-21 GR/GB:Y/ISO:N ` \ az C91 rl OPTITAP:20/80 U ! p 10 col 09 p L:s6' L:300' L:178' H w C75 C06 08 c DB(1)1.00" �� DB(1)1.25" w m 938 OPTITAP:15/85 = '+rn fO4 939 P 5+35 PLACE NEW I14"OX24"AXS 400 LT DUTY HH AT C13 042.57861916,-1 14.46394268 \ O L:213' ACCESS POINT ID:7010-009-22 c19 coz a4 DB(1)1.25" GR/GB:N/ISO:N L 300' C C13 _ I- A C< PREPARED FOR: 92 924 P 6+73 PLACE NEW c 14"OX24"AXS 400 -1 TIER 8 59 30 T I L S O N m 042.57835055,-1 14.46359530 � R 2+70 PLACE NEW ACCESS POINT ID:#7010-009-23 L. 5 R 2+13 PLACE NEW I DB(1)1.25" 14"�dX24"AXS 400 LT DUTY HH AT 14"St�X24"AXS 400 LT DUTY HH AT GR/GB:Y/IS N T:(207(591-6427 F:(207)772-3427 0424"AXS 400 L 14.4648H AT 042.57813675,-1 14.46466285 info@tllsontech.com ACCESS POINT ID:7010-009-21.1 ACCESS POINT ID:7010-009-21.2 T DB(1)1'.25" GR/Ge:N/ISO:N GR/GB:Y/ISO:N REVISIONS DATE DESCRIPTION INITIAL 772 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 08/02/23 REV 2 NV DB(1)1.00" SCALE DB(1)1.25" SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV BRL C20 OF C20 2 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 03 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I rI I I—II 12"MIN.BELOW PROPOSED AXS =I I la I I—I I r-I I la I—I I�I I I—I I—I I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMIIM.1II IElIMlIIL REFER TO TFSD-306 it _ _ _ Ij1--.. I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I11-1I 1111=_l1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I1�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE 'I�I IIITI I I I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL —III—III—III—III—1�1 1�I—1I�1 I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N II1=111�II=1 I�n I=III-1 1�_ v -2 -2 REFER O I�—III—III—II-1I1�1I—II�I11 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 I1�I I—I I1=I I I—I I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—II II III I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fI-11I1-1-1I1-1 02/17/23 INITIAL SUBMISSION BRL I—I I I—I I h ALIGNMENT STATION(FT) 25 4"BORE HEAD. 04/07/23 REV 1 PF —111 CONDUIT AS SPECIFIED 08/02/23 REV 2 NV (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. FILE NAME:TDS TWINID 0898GA 03 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898GA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � tf tt Oy� 1y1 �T� TTT TTT T�� 1 11 �1 TT11 111 �1�1 1�11T1JJ TTT �1T1 T1T1J1J �y�yT T1 �T .00 DETAIL A SCALE 1 : 1 LSON T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com TM DRAY40AG AND TIM COPYROGHT DRAWN:A Du Tod DeaMinp wo 1 TFtEREJP n THE PROPPE>p1YOf lVAA AtrO _ M4A-AXS-400R-ASSY-TDS REVISIONS AMAY NOT Be COPm WHOLLY OR.1 - DATE DESCRIPTION INITIAL PART.At10 THE COrr&M-HEREOF MAY CHECKED: D"^''g-,T'e NOT bE DISCLOSED TO ANY THIRD0/17/23 INITIAL SUBMISSION BRL M4A-AXS-40OR-A$$Y-TD$ 04/07/23 REV 1 PF PARTTS"TWOL,_Ws?R-H1 CONSB(T DATE: 1 4/1O/2= 08/02/23 REV 2 NV IWW8-OLF—S AFR+cA SCALE(A3): 1:6 2o1SIW106/07 EVERfTE FACTORY PROMS,t-EOELBERG SCALE ROAD(RSSOI,KLIP?IVEit 1871 PO 80X 672 KUPRIVER 1871 SIZE B SHEET: NTS NVDVAAL,GAUTetIG SIZE D SHEET: NTS 'i-+27 11 OW 702E MAIL_wio*ff o.Com SHEET D02 O F D 16 FILE NAME:TDS TWINID 0898GA 03 AXS 400 HH DETAIL 0 DIG -- Dig Line,Inc. 811 or 800-342-1585 TOP VIEW T ` TWINID 0898GA 03 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL -- --—-- O 0 450.00 RIGHT VIEW: rl m TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A infoOtlsenlecn.00m W oQwwING ANC TF1E COP`�QOGW DRAWN: A Du Tort °*o"",°1 "HEREOF 6Tff0000PEl r OF MaA All M4A-AXS-4001l REVISIONS �4G5 38 Ill Ill SE WHOUT OQ 14 DATE DESCRIPTION INITIAL PART.All"C"m 7"QEOF MAY CHECKED: °.ewol rail 02/17/23 INITIAL SUBMISSION BRL Ill R 06CL06ED TO AfJY 7} lO 04/07/23 REV 1 PF PAp'lES WrT}�J-WRIT-,E�CONSENT. 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I y.�mo.,..._. .--I�y. t .' 1, T: (207)591-6427 F: (207)772-3427 Loft aNm _ - InPoOtIsontech.com MOAL AN WWACTMl3 WNK-31W REVISIONS SURFACE REPAIR MW BAW311EIR DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 3.d• L � � `� 04/07/23 REV 1 PF 08/02/23 REV 2 NV SCALE ST LL SIZE B SHEET: NTS OF SIZE D SHEET: NTS h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898GA 03 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" : Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 g g 4 3 SAWCUT g 2 PER SEC. 300. i# VARIES Q 1 T W I N I D_0898GA_03 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 6 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES O5 6 2 12 �=-e- (DOEXISTING OVERLAYEXISTING PAVEMENT FABRIC NOT DAMAGE) 12- 1 9 VEXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN B" AFGREATERNUS D DEPTH CRUSHED OTHERWISEAGGREGATE S SPECIFIED.SE (MIN.) UNLESS TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE O5MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MI M BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH (D3/4" MINUS AGGREGATE SURFACE COURSE (6") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 02/17/23 INITIAL SUBMISSION BRL PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 04/07/23 REV i PF "WWI _ r� Alirm" Vim' 08/02/23 REV 2 NV 0 U PATH. CRI $(At. SANW7M (M C3T'Y OF T1YW FALLS RE'ASKIh# SECTIDN 3D7]. JOAL SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN DFALLS SURFACE REPAIR DETAILS N� 7ESD- 303 SHEET D090FD16 [FILE NAME:TDS TWINID 0898GA 03 SD-304 GRAVEL ACCESS ROAD 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 L I M r TWINID 0898GA 03 ���♦ ♦♦ •v •v•• �� TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL D V ' p TYPE 1 N T.S. a ` •. r .0 D r J TYPE 2 MTS C1 1 D jt e NOTES: TYPE 3 O C Or ORA%,U ACCM WMV W►Y VMY v T PLANS FW LOCADOA O powm 2x C1RCWr 0M ou Pow rwts LEGEND c F ftuofty P00%m ME ACCm VIM WAJ K AT LEAST 20' Nl. 0 O NATJ11AL GRIMM T I L S O N rpM.tr U*.MsM OOR,Ia% sncrm 20 PIKE e' RENJ OF 3/4' S CRUSKD AGC�ECATE DD OMM p1GES 9141L HAW A yMWY CCWhCTW TO M DRY aMTv On a Mission k 1 rM 3L01't WN 41 lLdF't Oj CLEAN 1l>P9LL SEE:G7 OM PASTI AE CRASS WATCH E*SIWC T: (207)591-6427 F: (207)772-3427 09CONIuvo m 1w RAa scam OF sOIMOr MrA 94A4L K A IWIII f , InfortIsontech.com K OAa %,O WTH 4 1 Mot %apt Q PLACC 10' Or 4• WAA "MN CMA%CL COWACM TO hR NECO WIDe m fl1E FLAN UME or m 00" 0042TY OITCN INALL K wMaiy a a' la0. RACI r s REVISIONS SK LO&W AOXCUTE BASE CL1Mfit O 3/4. ROADRATI pRAvTO DATE DESCRIPTION INITIAL A EfV��a*A(�MANAGE. F 1G Ulm Pam WC Lr"E 02/17/23 INITIAL SUBMISSION BRL 1,cp a.,rcTM•rz•Ea.1tD � O Q7 FIKi p' CF 6• WIGA ftfRW QAA11Q COIA'ACTtA /0 v't 0/0/23 REV 1 PF Opt-Op151T•r 0 8/02/23 REV 2 NV IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBM �s ROAD NO SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898GA 03 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 G• TWINID 0898GA 03 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h d '.1• Y N kJ 'a.. lz'j _. .'04L- � vtm ' '� m NOTES ry �1 �+ ` uI - TILSON On a Mission BUT E L�51 4,' C- f , --.—_` __ T: (207)591-6427 F: h.co 772-3427 . i EXIMM � r 'tlg� �I���'I tnPoOtilsontech.com mow 'll�_',C SAUA&# � � QREAEC REVISIONS - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- 02/17/23 INITIAL SUBMISSION BRL MUff Kn4=S I UWK FW'4W UM VAY Or i#Aif> pE!N OR 1 f _ T , 04/07/23 REV 1 PF RERMU UNC GRWT_ F PQTMOLIM ARE CI4EATER TH1411' 17 L YV3T WO ITM Ar gh YOTWAL ArM OS/02/23 REV NV 7 1l��IIIE F�DF USE IPRCTfD PEA CIU15f1 BElO� Ac Mr W W)MZ VAL NPARATM FR W E7EPM CITY PLa11 YR Gw UILITM UNLM OTHCRMM APFO YED NY llK CITY �Or�tR SCALE � p SIZE B SHEET: NTS loll r4 SIZE D SHEET: NTS T S °�3) $ TRENCH SHEET D11 OF DI FILE NAME:TDS TWINID 0898GA 03 SD-307 BORING AND JACKING DETAILS . �- Dig Line,Inc. 811 or 800-342-158S TWINID 0898GA 03 D / TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • • e Z'J r: 2.- D SKID DETAIL LEGEND QI �= oil TT) "t Oco"It 1R Plot 0 84 CvW CAR RFIYIIOOO slap OR COIIIdvxv y ►A•RICATED CA3M MSMLATOn 4C4011W Inc CM APPROM SI44TITV"M 1 IS GRIP PIPE 2 SPACERS POI SIKK I8'-20' CAMBI>f Pat 3 SPACM to snack A O 5i=w STEEL CAWNG 7/w w1 .ALL T!•pc4 s %m / CIAAEW1 2'0WA7EA TNAN CAAMP PIP[ BELL O wrsrE PIPE BELL 2 • O Y v cow suftzss s/m STROW94C e 0 C WN A WN Of TAO :TRAPS WftM PM[ JM?t A�. AP*SAAR SPACE /Li1D M114 SAAO. 0140UT, 2/r ORAVQ OR 01WR IAARRIAL AS 411,00110wo By 1w 3 or01ED. NOTES: . A ,� 9woSia.W � �o %#AX DIE WMCo T I L 5 0 N us ousa Ts P" . � awwMcs FOR APPAL BT THE E%(-VW POOR 70 CWSIRI.ICT101� On a Mission O %mwT A tA10T'TEN pfy vrAo'1 or TK IIETN00 T: (207)591-6427 F: (207)772-3427 SECTION A—A a PROADPoC PI•E swPt7AT. ACHCADANT a lnroocnAOAt�n.�«A I, T TON 1t LK NO 01A0E AVONW41M OT CAR1111 POE TLOATAT , AIO M04 0< 444" SPACE REVISIONS KTMQM CASING PVC AM CA~ PWL ALL FOR nC APMOYAL BT TIK 0"WEA P" TO DATE DESCRIPTION INITIAL etSTALLI.G va POE 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 08/02/23 REV 2 NV IDAHO STANDARDS BORING AND JACKING STANOARO DIRATIIM'IG SCALE FOR PUSUC CONSTRUCIM S 11,40 DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898GA 03 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_03 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 296 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / 7� MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 0 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. 0 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. OB STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © 0 SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. O MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV I PF © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 08/02/23 REV 2 NV 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 1�41DJ SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898GA 03 TFSD-802 TYPICAL RURAL STREET SECTION 0D1G" : Dig Line,Inc. 811 or 800-342-1585 pop I 1" 1FKHTS TWINID 0898GA 03 TWIN FALLS,ID 13�lREEY. MATERIAL DESCRIPTION QTY ACTUAL I } a -- Ty CUR A SM117 rn aramlvk I 10m cc"" T 9-1m wlu" � LAM VKXMM ftml lop:pAha l t5 ?J SO BAN to ea ha rvrk ICLs 7sO a "-om moa oowoaTm* s.a T.o T.o I. �ruj kKTT AWI[+ 9 �5ww malaAacEft F r mmus ulmoftAwp 12-.115R jj�i"PL*ff NX PAVEYENT W.WALE MMM I ` TIFF 1 aNSH D ACCUCATE BAM 1gum.SE CAN 9E 2- rvpE y OR ve rmE I CRIl9-IEO kI;u -GATE aASE cwRsF_ L%wowc . "DCWT`#dl ;a_ IN LWJA.1'U#OT 111 E-�F,1 [iEE OT{ OF rKH FN.LS UAST[3t 7f1 TATION KV44 44 ' _ *tRL In Fo W6 WKWWW111- agirr T _ wr Aw Lm& mony Aw TILSON ,r C On a Mission 1� -_low _ ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 *"VALUE ISi�lL fl tL . InfoOtnsontech.00m f�_� _5rS" :- �.m -- . ' 31 yd�J REVISIONS AW-V U DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL 04/07/23 REV 1 PF 08/02/23 REV 2 NV P WW_ SCALE ft oft SIZE B SHEET: NTS QTY TYHGLALmUmAL �TANQ,RD NAWN4 SIZE D SHEET: NTS W-14 TIT SECS TF C — SHEET D14 OF D16 FILE NAME:TDS TWINID 0898GA 03 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D1G"" : Dig Line,Inc. 811 or 800-342-1585 OWN hp tw AND amm WIN &I W AULT _ TWINID 0898GA 03 pfatr Iwvq TWIN FALLS,ID ME I-EMM GRAB ALLY OR NEW ALLY MATERIAL DESCRIPTION QTY ACTUAL I : .lwm amm m- y-& TYPE fl—NEW L 21 I lEl 1fl-NEW ALLEYS M 0 M N 0 TYPEI N AUEYS • 1.MU MAW M PA5IEM W WWAIX OD, cRummm :, Iw Opp rrmmoR a rot momm amKoaml TILSON .. _ .. .._ _.. .. - _. On a Mission T- (207)591-6427 F- (207)772-3427 N GIT� tnPoOtilsontech.00m . A� � W.f' � REVISIONS ,,yy1 �'�4-4-9049% DATE DESCRIPTION INITIAL . N I � —ON— PWY!W' ` 02/17/23 INITIAL SUBMISSION BRL yy,,......F� w g y�� yv 04/07/23 REV 1 PF � —0 •T ice! _.. I ea�!1:w tlk5� l'!_�ts�i,its' 08/02/23 REV 2 NV SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898GA 03 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 FOR FIRE ACCESS ROAD SU TFSO-305 TWINID 0898GA 03 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I _W I mi :mmw 4 mawrn I_ . ql :: '" OVSASMAW 10"AN114 APPROMM BY ILL ACENCt �I N Fg@+ LA OET11EEN 7N AMU 37GJI ._ i . _ r a ZP00AC f VMT CM L#TACT Om OA-K-W CMLMAT �hOt't ihp.LED C � lt uNF. TILSON SPmT rm wSu" A. Y�1 (> ', mam ' On a Mission WOWN T: (207)591-6427 F: (207)772-3427 tnPoOtIsontech.com PLANT IAX PAVEMENT 25 2.3 31G BASE 2.0 6,0 REVISIONS 9iiR► 6.0 (7.01 ��S (l� ) 1T� (,�.�.a� DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION BRL TOTAL I"} no no 04/07/23 REV 1 PF PWRAC CEMM OYNMMI 10) k4 7Ap 08/02/23 REV NV [Mb:] +LTVWTrS THP4M R&M N IWaM4 I RAOWn IF r ld"4 UMCNOW Iff Y®, SCALE .�„ SIZE B SHEET: NTS STAj ,CAM SIZE D SHEET: NTS `I] w � '$_ L— -E�' G — 5 SHEET D16 OF D16 FILE NAME:TDS TWINID 0898GA 03