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Home My WebLink AboutTWINID_0898DA_09_REV0 a i h 9. ■ Easwell-4y�W 1�.'r - - L� - y �� 1+ - �R i• _ Ave W—- _ , - ,i.': � .. ��,` -•r�-�.=r�":-Y,rw-�� ._,��hpr�jvYoGd`Ct_�'_*=�ati,' r ,t�' � $ ;T �� -++ � a:, TTT_ -� �., �� n ��: � ; ' � i-r q -- r. l � �, � �� '�',. � L�� ' •f r ,r � LfOw 1h'QO'd C?t- '� �YL�)Ssa-A•v vim, �3 • ,.� - � . .� � � �. � v 7'__� 'w - �GlenniBrookiDi �' 1 ,?�. '• i+.'� ..� �' ✓,� �'� +� _ s � , ,y. - � z� v :- i `' " � � ■ CIF �►" `'� _ � I��4� r! . ' 'i. ! .iY .' t r. - � 'z tt.�,} !� .., DFN NAME : TWINID 0898DA 09 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID Lei djol �Q v I ' I �� ' '.. ;�.. ?9°��'�-2.tt- . �., r �Be�jamin Ave �� ►�Y �; i �' , i 1 1�.`.R ;.r'o.r�r ` _ _ Ch_ngA�e.�{W-_ '� Wlrsrc Ave6lflTAW ' —--- '_t'� a ..�u • + y . _ t� TA%ir5;.hie,os Ave Yk TDS DIGF-Ine- Dig Line,Inc. : -k z 811 or :00 rwqpi3- • .. 1 , •'K w ter— _ • •: :•• •• DESCRIPTIONTWIN FALLS,ID MATERIAL QTY ACTUAL d o Caswallivr s m: — ► �' __ 'D C Nell Ave W IN FALLS CANAL CO. Wood G �l`- _1 '.r • �� a. mp Vi 6 AAm kVA '.;�R4 a _ - •,. . s - - IWA Y 23 ar©C 3) shibuPion Airbus DS0202 PERMIT . • • SHEETS: C01 -C13 NEW UNDERGROUND • • • SHEETS: C01 -C13 EXISTING UNDERGROUND / SIZE B SHEET: NTS SHEET A02 OF • • Ell!l!'! FILE NAME:TDS TWINID-0898DA_09 44 DIGILIN TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898DA_09 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . C01-C13 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , 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 08/25/23 INITIAL SUBMISSION AILS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� 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 0898DA 09 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898DA 09 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION AILS Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TDS TWINID 0898DA 09 ® 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 08/25/23 TWINID 0898DA 09 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o8/25/23 INITIAL SUBMISSION AILS FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TDS TWINID 0898DA 09 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E WE DB(2)1" DIRECTIONAL BORE (2)1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C__ __ __ DB(3)1" DIRECTIONAL BORE (3)1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT Ds DB(1)1.251' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DH— DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898DA 09 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1F DROP FIBER DB � ` DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID - - �n>3 EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER CENTERLINE —CA —C/L EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK s/w s/w ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) PROPERTY LINE —— — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L- — F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m I I GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL ITS) ❑rs 38G TERMINAL B8G B8G WATER MANHOLE(WMH) O C12 TERMINAL 0 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER ® T I L S O N On a Mission STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CATCH BASIN(CB) ® EXISTING GAS LINE , REVISIONS CULVERT(CUL) >—< EXISTING POWER LINE , DATE DESCRIPTION INITIAL 06/25n3 INITIAL SUBMISSION AILSGAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE ' GAS VALVE(GV) (9 EXISTING SEWER LINE , GAS METER(GM) 451 EXISTING WATER LINE , UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE SIZE B SHEET: NITS UNKNOWN HANDHOLE(UHH) 0 TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898DA 09 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C05 W WATER MAIN 11 SEWER . w SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ROBERT STUART ELECTRIC METER Q ELECTRIC VAULT 4 MIDDLE SCHOOL ® ELECTRIC MANHOLE m ELECTRIC CABINET L:485' y� DB(1)1.25" { LIGHT POLE 0 TRANSFORMER \ I OS SEWER MANHOLE © GAS MANHOLE C 2+16 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® GAS VALVE T 10'UTILITY EASEMENT 042.57500716,-114.49457862 Ts TRAFFIC SIGNAL GAS METER •,. p TWIN FALLS COUNTY ACCESS POINT ID:7000-001 I © COMM MANHOLE ® WATER VALVE DOC:700451 GR/GB:N/ISO:N i © COMM HANDHOLE � HYDRANT L:182' L:106' I ® COMM PEDESTAL `l91' WATER METER C 2+94 DB(1)1.25" DB(1)1.25" O DRAINAGE MANHOLE C UTILITY POLE \\ CATCH BASIN CULVERT 0: B 1+10/C 1+10 .�wnMK�IW. ql 20.5'X 16' ❑ L:56' TDS EASEMENT U C 3+98 PLACE NEW A 0+00/B 0+00/C 0+00/D 0+00 C o C13 C 5 14"0X24"AXS 400 TIER 8 HH AT EXISTING AXS 900 HH AT 042.57472335,-114.49486625 042.57485288,-114.49398400 ACCESS POINT ID:7000-002 A 0+54/B 0+54/ IF PLANNED STRUCTURE 7 C06 C \ GR/GB:N/ISO:N C 0+54/D 0+54 (SEE DFN:TWINID_0898DA_01) L u I IS NOT YET INSTALLED, LJJ I - - I CONTRACTOR WILL INSTALL STRUCTURE. cm— 08 02 SEE DETAIL#3000-000 " GR/GB:Y/ISO:N M cMIT 09 03 - L:54' O I L:160' DB(4)1.25" / - DB(1)1.25" L:219' it 4 r DB(2)1.25" D 4+94 �I EXISTING AXS 400 TIER 8 HH AT III 042.57429348,-114.49339649 PREPARED FOR: C 5+58 PLACE NEW + IF PLANNED STRUCTURE 14"OX24"AXS 400 LT DUTY HH AT (SEE DFN:TWINID_0898DA_01) • I 042.57428434,-1 14.49487258 IS NOT YET INSTALLED, — ACCES . I GR/GBS N/SO OINT ID:7000-003 I _ CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#3 00-001 M/21 I M GR/GB:N/ISO:N T I L S O N ❑ + �a MI21 M/21 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com c 5+70 � � REVISIONS 10'UTILITY EASEMENT - DATE DESCRIPTION INITIAL — TWIN FALLS COUNTY 08/25/23 INITIAL SUBMISSION ALS DOC:008164 DBR W A 2+73/D 2+73 L:221' --U/':>�—�- L:203'� D 3+46 . L:221' SCALE DB(1)1.25" SIZE B SHEET:1"=50' DB(1)1.25" DB D3+24 DB(1)1.25" MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C01 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ••.•••.••..••... FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C01 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ' ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE M/a M/a TS TRAFFIC SIGNAL I& GAS METER M/ © COMM MANHOLE ® WATER VALVE w A 3+74 © COMM HANDHOLE HYDRANT J A 3+85 ® COMM PEDESTAL `l91' WATER METER O DRAINAGE MANHOLE Cl-L�UTILITY POLE 10'UTILITY EASEMENT ® CATCH BASIN CULVERT TWIN FALLS COUNTY DOC:008164 SARATOGA APARTMENTS E 2+35/F 0+00 PLACE NEW A 4+76/E 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"GX24"AXS 400 LT DUTY HH AT 00 042.57368359,-1 14.49503520 042.57371123,-114.49424080 i ACCESS POINT ID:5000-001-1 ACCESS POINT ID:5000-001 O 10'UTILITY EASEMENT GR/GB:N/ISO:N GR/GB:Y/ISO:N m U TWIN FALLS COUNTY I C O C13 C 5 DOC:008164 OPTITAP:40/60 L:187' 7 C06 C 5" M/b DB(1)1.25" DB(2)1.2 DB(1)1.25" W 2 CABLES ui E 2+29/E 2+41 L:300' A 4+93/E 0+17 C ti C08 02 -.3 fl--- 3/n a / _-1 m/j— —X. -- -- DB 09 03 O F 0+08 ! I i i w R/w Q - - - \ � - R D � \� / C E 2+99 U/F U/Eir— E! SaratogaB � PREPARED FOR: 10'UTILITY EASEMENT L:46' TWIN FALLS COUNTY L:19T DB(1)1.25" DOC:008164 16 DB(1)1.25" L:100' R/W L:146' 10'UTILITY EASEMENT OPTITAP:TERMINATING DB(1)1.25" I l ETILSON TWIN FALLS COUNTY E 2+87 PLACE NEW A 6+39 PLACE NEW I I i DOC:008164 14"OX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 LT DUTY HH AT I T:(207(591-6427 F:(207)772-3427 042.57354021,-114.49502797 042.57326356,-114.49424735 I 1 info@tllsontech.com ACCESS POINT ID:5000-001-2 ACCESS POINT ID:5000-002 REVISIONS GR/GB:N/ISO:N GR/GB:N/ISO:N DATE DESCRIPTION INITIAL L:259' 08/25/23 INITIAL SUBMISSION AILS 3 3 \ ! SCALE 'F SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS CO2 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO2 -W WATER MAIN 11 SEWER SD STORM DRAIN - -E POWER LINE PLACE NEW IRRIGATION LINE 14"9�X24"AXS 400 LT DUTY HH AT I ELECTRIC HANDHOLE IRRIGATION ACCESS 042.57297393,-1 14.49481513 rDOC: ILITY EASEMENT ELECTRIC METER Q ELECTRIC VAULT G 1+64 L:12' m ELECTRIC CABINET L:200' ACCESS POINT ID:5000-003 FALLS COUNTY ® ELECTRIC MANHOLE DB(1)1.00" GR/GB:N/ISO:N 008164 L:15O' { LIGHT POLE 0 TRANSFORMER T UTILITY EASEMENT DB(1)1.25" OPTITAP:20/80 A7+33 I I QSM SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY DOC:008164 _ ® SEWER VALVE ® GAS VALVE A 8+89 A 7+60 - f TERMINATING J I �►� �- I Ts TRAFFIC SIGNAL GAS METER OPTITAP: /fl -�— 3/D / SARATOGA APARTMENTS © COMM MANHOLE ® WATER VALVE 00 DB�'ZI -_ M _ _ Alk © COMM HANDHOLE HYDRANT G 1+3S _ ® COMM PEDESTAL Q WATER METER G 0+1 0 DB O DRAINAGE MANHOLE C )UTILITY POLE L:54 ® CATCH BASIN CULVERT u I / ...«�•h a• G 1+50/H 0+00 PLACE NEW - „ L 14"OX24"AXS 400 LT DUTY HH AT 'v/c U- I M/21 0 042.57298384,-1 14.49534641 A 10+73 / L:55' ACCESS POINT ID:5000-003-1 A 10+84 PLACE NEW _ U DB(1)1.25" GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT w C 0 C13 C 5 042.57282574,-114.49433864 A 9+52 PLACE NEW 14"S7JX24'AXS 400 LT DUTY HH AT - ACCESS POINT ID:500 O:N I ►� s_ _ _ t•�i_..`� 7 C06 C 042.57282704,-114.494815 w 82 r GR/GB:N/IS O:N ACCESS POINT ID:5000-004 M w GR/GB:N/ISO:N L:132' A 11+OS C ti 08 02 DB(1)1.25" H 0+55 PLACE NEW L.186 'BR 14"GX24"AXS 400 LT DUTY HH AT A 9+61 O 042.57283260,-114.49534582 09 03 10'UTILITY EASEMENT F ACCESS POINT ID:5000-003-1.2 TWIN FALLS COUNTY M/ H 0+63 GR/GB:N/ISO:N I DOC:008164 4 — [ M/6 m a U QWIRSCHING AVE W IW — w U/E I PREPARED FOR: DB DB I! • _�- 5'UTILITY EASEMENT -U/ U L:400' A 12+70/J 0+47� 1 TWIN FALLS COUNTY DOC:495144 `:,2B' `.2'' ETILSON J 3+38 L:175' DB(1)1.25" DB(2)1.25" ' w OPTITAP:40/60 DB(1)1.25" L \ ��B J A 13+17/J 0+00 /K 0+00 PLACE NEW J 3+$0 PLACE NEW K 0+67 PLACE NEW T:(207(591-6427 F:(207)772-3427 14"OX24"AXS 400 LT DUTY HH AT T info@filsonfech.com 14"OX24"AXS 400 LT DUTY HH AT I) 042.57221362,-114.49427548 . I 142.5722 AXS 411 LT DUTY 84 AT c 042.57239780,-114.49529648 I ACCE221282,-114.49402784 ACCESS POINT ID:5000-006 1 ACCESS POINT ID:5000-006.1 REVISIONS m ACCESS POINT ID:5000-006-2 GR/GB:Y/ISO:N DATE DESCRIPTION INITIAL GR/GB:N/ISO:N i GR/GB:N/ISO:N 08/25/23 INITIAL SUBMISSION ALS 15'UTILITY EASEMENT A 13+25 - TWIN FALLS COUNTY J 1+75 PLACE NEW I R — DOC:01321 1 14"OX24"AXS 400 LT DUTY HH AT L•107 042.57239384,-114.49468418 15'UTILITY EASEMENT DB(1)1.25"i _ w ACCESS POINT ID:5000-006-1 TWIN FALLS COUNTY L:67' " SCALE GR/GB:N/ISO:N DOC:013211 DB(1)1.25" _ 4f� SIZE BSHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS CO3 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO3 W WATER MAIN 11 SEWER T SD STORM DRAIN HAZELDEL DR —E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT 15'UTILITY EASEMENT I R/* —R/w FALLS COUNTY - � y®� ELECTRIC MANHOLE [I] ELECTRIC CABINET TWINTWIN FALLS A 14+14 { LIGHT POLE 0 TRANSFORMER DOC: SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 001 TRAFFIC SIGNAL GAS METER !! p © COMM MANHOLE ® WATER VALVE Q qf A 14+24 PLACE NEW z © COMM HANDHOLE (Z HYDRANT 14"OX24"AXS 400 LT DUTY HH AT q ® COMM PEDESTAL Q WATER METER 042.57193810,-1 14.49428570 O DRAINAGE MANHOLE l L�UTILITY POLE ACCESS POINT ID:5000-007 ® CATCH BASIN CULVERT GR/GB:N/ISO:N 0 A 14+49 w i� l L:592' DB(1)1.25" A z _ C O C13 C S r� I 7 C06 C . I w RIVER RIDGE CENTER , u C e. C08 02 , M "09 03 LATERAL 38 I ` A 20+1 ift 6 EXISTING AXS 400 LT DUTY HH AT 1 042.571 16828,-114.49305864 _ IF PLANNED STRUCTURE PREPARED FOR: (SEE DFN:TWINID_0898DA_02) IS NOT YET INSTALLED, CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#5000-008 A GR/GB:Y/ISO:N 16+93 � M/a A 17+00 I ti A 18+96 A 19+01 A 19+12 A 19+17 ETILSON T:(207(591-6427 F:(207)772-3427 /LI info@filsonfech.com ` B M/a_ � REVISIONS DB DATE I DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION ALS n IN R/w W SCALE — — ------ w SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AL S C04 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER STOR M/N - -SE POWER DLI EIN IRRIGATION LINE T� E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER W W W OS SEWER MANHOLE © GAS MANHOLE R _ ® SEWER VALVE ® GAS VALVE �• I O •,• � TS TRAFFIC SIGNAL � GAS METER B 5+95 • WATER VALVE EXISTING AXS 400 LT DUTY HH AT © COMM MANHOLE ® • 042.57633883,-114.49416470 COMM HANDHOLE HYDRANT • IF PLANNED STRUCTURE ® COMM PEDESTAL WATER METER (SEE DFN:TWINID_0898EA_15) R/W O DRAINAGE MANHOLE C-0)UTILITY POLE • IS NOT YET INSTALLED, CATCH BASIN ��CULVERT CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#7000-020 • GR/GB:Y/IS N ...„�ri Q, M U I 3 � C 0 C13 C 5 w 7 C06 C Lu - w I s Lu I 2 I cm c 08 02 09 03 O � 4 I--- I Ca PREPARED FOR: W ETILSON - T:(207(591-6427 F:(207)772-3427 info@filsonfech.com \ REVISIONS g I DATE I DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION AILSROBERT STUART MIDDLE SCHOOL SCALE 3/n 3/n 3/n— SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C05 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 13 -W WATER MAIN 11 SEWER SD STORM DRAIN L:154' -E POWER LINE IRRIGATION LINE DB(1)1.00' ^^E] ELECTRIC HANDHOLE IRRIGATION ACCESS OPTITAP:40/60 ELECTRIC METER Q ELECTRIC VAULT T 0+00 PLACE NEW ® ELECTRIC MANHOLE m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT L:158' I L:200' LIGHT POLE 0 TRANSFORMER 042.57523623,-114.49785571 c ACCESS POINT ID:7000-007-3 O SEWER MANHOLE © GAS MANHOLE m I GR/GB:N/ISO:N - I ® SEWER VALVE ® GAS VALVE 10'UTILITY EASEMENT Ts TRAFFIC SIGNAL GAS METER © COMM MANHOLE I I TWIN FALLS COUNTY THE CHURCH OF DOC:700451 \m m� ® WATER VALVE © COMM HANDHOLE HYDRANT 15'UTILITY EASEMENT JESUS CHRIST OF I I I U 1+58 PLACE NEW ® COMM PEDESTAL Q WATER METER TWIN FALLS COUNTY LATTER DAY SAINTS DOC:003429 14"OX24"AXS 400 LT DUTY HH AT I QD DRAINAGE MANHOLE ��UTILITY POLE PLACE NEW �042.57489886,-114.49670745 .11 _ I ITII cnrcH BASIN CULVERT ACCESS POINT ID:7000-005-3.1 EL� 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N 042.57489532,-114.49561899 ACCESS POINT ID:7000-005-1 GR/GB:N/ISO:N OPTITAP:30/70 «'k� Q. •C13 c5 wr Cob c wm" 72 20'UTILITY EASEMENT \ c w m TWIN FALLS COUNTY m _ Doc:7ooasl I = c os oz /1 V/ 09 03 O L:200' I O 2 I 2 U C 8+61 PLACE NEW U 14"OX24"AXS 400 LT DUTY HH AT I t C L:13' C 1 1+58/L 0+00 PLACE NEW 042.57448548,-114.49561860 I G C 11+71 /L 0+13 DB(2)1.25" 14"OX24"AXS 400 TIER 8 HH AT I ACCESS POINT ID:7000-005 CC 042.57444766,-1 14.49665581 GR/GB:N/ISO:N I G L:657' C 11+85 2 CABLES ACCESS POINT ID:7000-006 OPTITAP:20/80 DB(1)1.25" GR/GB:Y/ISO:N PREPARED FOR: L:31' -- -- DB(1)1.25" DB(2)1.25" ® DB �_ �� \ C 8+30/C 8+92 D 51' � B(1)1.25" DB - ETILSON yy D B - W— —W- / T:(207(591-6427 F:(207)772-3427 I I � info@filsonfech.com C 7+79 PLACE NEW C 7+68 REVISIONS 14"OX24"AXS 400 LT DUTY HH AT 042.57429591,-114.49566840 DATE I DESCRIPTION INITIAL RAW _ ACCESS POINT ID:7000-004 I 08/25/23 INITIAL SUBMISSION AILS UA R W --- w L 200' U E R W GR/GB:N/ISO:N DB CABLES U / I �E 15'UTILITY EASEMENT DB(1)1'25 �E - TWIN FALLS COUNTY 'UTILITY EASEMENT TWIN FALLS COUNTY_ 10'UTILITY EASEMENTTWIN FALLS COUNTY rim SCALE DOC:003244 DOC:008164 DOC:008164 SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C06 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE CANAL CROSSING DRAWING TWINID 0898DA_09 CC FOR CANAL CROSSING DETAILS —R/W— RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 10 -W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE • IRRIG ATE] LINE M I I —_ W SPRING HOLLOW C ELECTRIC METER ELECTRIC HANDHOLE IRRIGATION ACCESS V ELECTRIC VAULT R/W R/W y®� ELECTRIC MANHOLE m ELECTRIC CABINET \� �1� U E— { LIGHT POLE 0 TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE I �r�•1lri�— © COMM HANDHOLE HYDRANT \ \ 3 5'UTILITY EASEMENT _ ® COMM PEDESTAL WATER METER I TWIN FALLS COUNTY OPTITAP:30/70 O DRAINAGE MANHOLE )UTILITY POLE DOC:003429 15'UTILITY EASEMENT \ \ TWIN FALLS COUNTY PLACE NEW ® CATCH BASIN CULVERT L:300' DOC:003429 14"OJX24"AXS 400 LT DUTY HH AT \ ' L:271' ACCESS POINT ID:7000-007-2 DB(1)1.25" GR/GB:N/ISO:N C10 C13 C 5 OPTITAP:20/80 L:200' OPTITAP:20/80 L:200' 07 C06 C C 19+06/M 0+00 PLACE NEW PLACE NEW W G2 O8 02 14"OX24"AXS 400 LT DUTY HH AT 142.57 4"AXS 4 LT DUTY HH AT L:300' Lu 042.57487688,-1 14.49917970 042.57487996,-114.49855581 3/D ACCESS POINT ID:7000-007 ACCESS POINT ID:7000-007-1 GR/GB:Y/ISO:N GR/GB:N/ISO:N I (f� °""' " 03 09 C 23+28 EXISTING AXS 400 LT DUTY HH AT C 19+75 10'UTILITY EASEMENT O 042.57449942,-114.49982384 TWIN A FALLS COUNTY O IF PLANNED STRUCTURE I - � DC:082423 4 (SEE DFN:TWINID_0898DA_06) LATERAL 38 IS NOT YET INSTALLED, U CONTRACTOR WILL INSTALL STRUCTURE. I 10'UTILITY EASEMENT L:158' SEE DETAIL#7000-008 TWIN FALLS COUNTY DB(2)1.25" GR/GB:Y/ISO:N DOC:0417414 n 0 I El C 18+52 > L:184' {f 3 - DB(1)1.25" C 18+28/C 21+44 PREPARED FOR: nn/a )B ' R W DB DBE R/ — R/W -- ' - — W W - ETILSON i T:(207(591-6427 F:(207)772-3427 R/W — — info@filsonfech.com REVISIONS II ❑ U/E R/W T—R/W — - - 0 DATE 3 INITIDESAL SUBMIO ON INITIAL, 71 SCALE �' • SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C07 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C06 W WATER MAIN SS SEWER SD STORM DRAIN 2 CABLES —E POWER LINE IRRIGATION LINE PLACE NEW PLACE NEW L 1+60 PLACE NEW E] ELECTRIC HANDHOLE IRRIGATION ACCESS 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT V ELECTRIC VAULT 042.57403351,-114.49770426 042.57402454,-114.49702133 15'UTILITY EASEMENT 042.57405031,-114.49673301 I ELECTRIC METER I ACCESS POINT ID:7001-001-2 ACCESS POINT ID:7001-001-1 TWIN FALLS COUNTY ACCESS POINT ID:7001-001 ® ELECTRIC MANHOLE m ELECTRIC CABINET GR/GB:N/ISO:N GR/GB:N/ISO:N DOC:003244 GR/GB:N/ISO:N LIGHT POLE 0 TRANSFORMER L:200' OPTITAP:30/70 L 200' OPTITAP:20/80 L 30o' OPTITAP:10/90 r j I I I QS SEWER MANHOLE © GAS MANHOLE 2 CABLES I / ® SEWER VALVE ® GAS VALVE U/E TRAFFIC SIGNAL � GAS METER L:300' © COMM MANHOLE ® WATER VALVE U/E U/E I © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER LJ - — DRAINAGE MANHOLE ml-L�UTILITY POLE — I ® CATCH BASIN CULVERT 15'UTILITY EASEMENT TWIN FALLS COUNTY I DOC:003244 15'UTILITY EASEMENT fV TWIN FALLS COUNTY , CV U I DOC:008164 I U F 1+87 PLACE NEW 10'UTILITY EASEMENT 0 C O C13 C 5 �I N 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.57368948,-1 14.49571352 DOC:008164 / 15'UTILITY EASEM p 1+76 ACCESS POINT ID:5000-001-1.1 7 C06 A / ENT I 3/n w M/21 TWIN FALLS COUNTY _ GR/GB:N/ISO:N r DOC:003244 L1..1 _ l I mid f ui CA21-1,, C 08� 02 (n / PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT DB 09 03 M M 042.57350082,-114.49673804 O M ACCESS POINT ID:7001-002 L 4 O 1'1 GR/GB:N/ISO:N w I \ i U \ C OPTITAP:10/90 — _ --W = a r*P `J / \ I I K DB R Q --U/E 7.5'UTILITY EASEMENT TWIN FALLS COUNTY DOC:003244 'R I I E 4+84 PLACE NEW E 4+74 PREPARED FOR: PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT L:300' I 042.57354772,-114.49573683 10'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT 042.57330425,-114.49702920 w I ACCESS POINT ID:5000-001-2.1 TWIN FALLS COUNTY 042.57330820,-1 14.49771310 ACCESS POINT ID:7001-011 GR/GB:N/ISO:N DOC:008164 ACCESS POINT ID:7001-010 GR/GB:N/ISO:N GR/GB:N/ISO:N T I L 5 O N OPTITAP:TERMINATING - OPTITAP:20/80 U/E � I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com A I REVISIONS U/E U/E I c. DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION AILS sI�qE m I ♦I _ 7.5'UTILITY EASEMENT L:200 TWIN FALLS COUNTY 15'UTILITY EASEMENT I _ DOC:015018 TWIN FALLS COUNTY -- DOC:015018 SCALE IL , I SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER LREVALS C08 OF C130 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�i� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C08 W WATER MAIN 11 SEWER SD STORM DRAIN G 2+85 PLACE NEW —E POWER LINE IRRIGATION LINE 14"QX24"AXS 400 LT DUTY HH AT �� ELECTRIC HANDHOLE IRRIGATION ACCESS PLACE NEW 042.57297739,-1 14.49582443 14"0X24"AXS 400 LT DUTY HH AT ACCESS POINT ID:5000-003-1.1 ELECTRIC METER Q ELECTRIC VAULT 042.57294622,-114.49674749 GR/GB:N/ISO:N ® ELECTRIC MANHOLE m ELECTRIC CABINET RI N I ACCESS POINT ID:7001-003 \ - 15'UTILITY EASEMENT w 3 'frF \ GR/GB:N/ISO:N 10'UTILITY EASEMENT LIGHT POLE TRANSFORMER \ TWIN FALLS COUNTY -- TWIN FALLS COUNTY L:135' DOC:015018 I OPTITAP:10/90 OS SEWER MANHOLE © GAS MANHOLE 3/fl— DOC: DB(1)1.25" - M/a SEWER VALVE ® GAS VALVE \ 1 _ G 2+76 - Ts TRAFFIC SIGNAL GAS METER M l © COMM MANHOLE ® WATER VALVE — ^DB © COMM HANDHOLE HYDRANT 1/1/ _ _ ® COMM PEDESTAL `l91' WATER METER i I O CATCH BASIN DRAINAGE MANHOLE CULVERT Q UTILITY POLE'I ® I�/yy � � - 15'UTILITY EASEMENT - TWIN FALLS COUNTY _ / I DOC:008164 v DB — R/W --z, m I L:137' 1 I I Q U2+06/Q0+00 5UTILITY EASEMENT 1.25" U C O C13 CP214"0X4"AXS 400 LT DUTY HH AT I 1 TWIN FALLS COUNTY rh 042.57258039,-1 14.49751465 DOC:015018 ACCESS POINT ID:7001-005 10'UTILITY EASEMENT GR/GB:N/ISO:N DB(2)1.25" L:300' w P 0+00 PLACE NEW TWIN FALLS COUNTY 7 C06 C Lij \ 14"OX24"AXS 400 LT DUTY HH AT H 1+84 DOC:008164 Lu ui L:188' OPTITAP:10/90 P 1+92/Q 0+14 L;1 qy 042,57257837,-1 14,49674970 W Cm_ 02 DB(1)1.25" L:2004 OIL DB(1)1.25" I ACCESS POINT ID:7001-004 4''OX24LA SE 00 LT DUTY HH AT VGR/GB:N/ISO:N (f'1 a 3/ � 042.57283556,-1 14.49583716 (f� M OPTITAP:10/90 \ ACCESS POINT ID:5000-003-1.3 09 03 O p GR/GB:N/ISO:N O a -- �— R/W W I — UB(1)1.25" I WIRSCHING AVE W Q 0+45 PLACE NEW PREPARED FOR: 14"OX24"AXS 400 LT DUTY HH AT n I — _ 042.57249317,-1 14.49746266 A / ACCESS POINT ID:7001-005.1 ' GR/GB:N/ISO:N i L:300' J 5+35 • ' L:199' TILSON _ OPTITAP:TERMINATING DB(1)1.25" T:(207(591-6427 F:(207)772-3427 J 5+49 PLACE NEW info@filsonfech.com _ 14"OX24"AXS 400 LT DUTY HH AT L:36' r { 042.57239436,-114.49598875 REVISIONS DB(1)1.00" I I ACCESS POINT ID:5000-006-3 DATE DESCRIPTION INITIAL J 6+30 PLACE NEW GR/GB:N/ISO:N 08/25/23 INITIAL SUBMISSION AILS 14"OX24"AXS 400 LT DUTY HH AT I 15'UTILITY EASEMENT L:81' 042.57227579,-114.49622228 TWIN FALLS COUNTY ACCESS POINT ID:5000-006-3.1 DB(1)1.25 _ DOC:01321 1 GR/GB:N/ISO:N I I J 5+82 SCALE 1 SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C09 OF C 13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER _ STORM DRAIN E POWER LINE rr IRRIGATION LINE E] ELECTRIC HANDHOLE � IRRIGATION ACCESS V ELECTRIC VAULT — I d ELECTRIC METER O ® m ELECTRIC MANHOLE ELECTRIC CABINET Air R — —4 -� - R/W LIGHT POLE TRANSFORMER _ U/E_ OS SEWER MANHOLE © GAS MANHOLE • I I ® SEWER VALVE ® GAS VALVE M 4+95 Y �y TS TRAFFIC SIGNAL GAS METER M 4+87 r © COMM MANHOLE ® WATER VALVE L:49 © COMM HANDHOLE HYDRANT DB(1)1.00" ® COMM PEDESTAL l91 WATER METER -- ' I ODRAINAGE MANHOLE �OPTITAP40/60 )UTILITY POLE M 5+70 PLACE NEW ® CATCH BASIN CULVERT • 4 14"OX24"AXS 400 TIER 8 HH AT — , 042.57622006,-1 14.49885812 3 ACCESS POINT ID:7000-007-7 �GR/GB:N/ISO:N L:400' rl U C10 C13 C 5 L:299' C DB(1)1.25" m C06 I r. 5'UTILITY EASEMENT w TWIN FALLS COUNTY W C1�.Y a os o2 r DOC:003429 f 3 M 2+71 /N 0+00 PLACE NEW N 1+12 PLACE NEW PLACE NEW V/ 09 03 14"GX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT O f 042.57562048,-114.49916755 042.57561602,-114.49875153 042.57560105,-114.49830763 F-- � 4 ACCESS POINT ID:7000-007-6 ACCESS POINT ID:7000-007-6.1 ACCESS POINT ID:7000-007-5 GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N OPTITAP:30/70 L:112' a DB(1)1.00" OPTITAP:TERMINATING M _ I n PREPARED FOR: 5'UTILITY EASEMENT 15'UTILITY EASEMENT„ TWIN FALLS COUNTY TWIN FALLS COUNTY DOC:003429 DOC:003429 __ _ _ 7.5'UTILITY EASEMENT TWIN FALLS COUNTY ETILSON � DOC:003429 T:(207(591-6427 F:(207)772-3427 IA info@filsonfech.com f 1 - REVISIONS / DATE I DESCRIPTION INITIAL so \ I 08/25/23 INITIAL SUBMISSION ALS — M/a 3 n —3 — -M/a— SPRING HOLLOW CT SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C10 OF C13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 12 -W WATER MAIN 11 SEWER I :FA SD STORM DRAIN E POWER LINE I] IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS P 8+16 5' ENTR/W TUNTY ELECTRIC METERQ ELECTRIC VAULT P$+0$ D P 6+94 ® ELECTRIC MANHOLE m ELECTRIC CABINET • LIGHT POLE 0 TRANSFORMER • _ •' — HI/ n — 3 n. 3/n OS SEWER MANHOLE © GAS MANHOLE DB SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER W W © COMM MANHOLE ® WATER VALVE - - © COMM HANDHOLE HYDRANT ,]e} l ® COMM PEDESTAL `l�l' WATER METER LATERAL 38 , -•- OD DRAINAGE MANHOLE )UTILITY POLE • ITTL� O_ R/W /W ® CATCH BASIN CULVERT ... L:500' •� „�. 15'UTILITY EASEMENT L:476' TWIN FALLS COUNTY DB(1)1.25" DOC:015018 O P 5+42/R 0+00/S 0+00 PLACE NEW P 3+94 PLACE NEW U C O C13 C 5 w� ~ 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT R 0+13/S 0+13 T- 042.57259014,-1 14.49876216 042.57258862,-1 14.49821 189 ACCESS POINT ID:7001-007 ACCESS POINT ID:7001-006 7 C06 J L:43 GR/GB:Y/ISO:N GR/GB:N/ISO:N w ,• DB(2)1.25" _ OPTITAP:20/80 L:148' OPTITAP:10/90 U J C112- a 08 02 DB(1)1.25" L:200' R 0+43/S 0+43 Alft S 1+41 _ UB 09 03 MAJ M/a ' 4 W R/W -- R W U / L:24' R/W M DB(1)1.25' CC �A R 0+67 PLACE NEW G W R/W _ 14"OX24"AXS 400 TIER 8 HH AT 042.57250515,-114.49891524 k. PREPARED FOR: r ACCESS POINT ID:7001-007.1 a0 GR/GB:N/ISO:N A _ ETILSON L:225' T:(207(591-6427 F:(207)772-3427 `< DB(1)1.25" _ info@tilsonfech.CoM ' REVISIONS DATE I DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION ALS S 2+68 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 042.57222659,-1 14.49928459 • I ® SCALE ACCESS POINT ID:7001-007.2 r GR/GB:N/ISO:N SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C11 OF C13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 W WATER MAIN 11 SEWER SD STORM DRAIN -E POWER LINE PLACE NEW PLACE NEW IRRIGATION LINE 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT E] ELECTRIC HANDHOLE IRRIGATION ACCESS i 042.57404153,-1 14.49884022 042.57404060,-1 14.49826086 ELECTRIC METER Q ELECTRIC VAULT ACCESS POINT ID:7001-001-4 ACCESS POINT ID:7001-001-3 ® ELECTRIC MANHOLE m ELECTRIC CABINET GR/GB:N/ISO:N GR/GB:N/ISO:N LIGHT OPTITAP:TERMINATING L:200' OPTITAP:40/60 SEWER MA TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE LATERAL 38 ®U/E SEWER VALVE ® GAS VALVE - � U/E TS TRAFFIC SIGNAL GAS METER • U/E U E © COMM MANHOLE ® WATER VALVE / U/E— © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER 15'UTILITY EASEMENT O DRAINAGE MANHOLE C UTILITY POLE TWIN FALLS COUNTY ID: DOC:003244 ® CATCH BASIN CULVERT 00 � l.wnla Ml Q, \M/� / 1 C 0 nC 13 c 5 3/fl 3/ 7 C06 c /W M/8 -- M/8— W W C� a os o2 I.y • Wood v, 09 03 / W • ••• O R/W— y R/W M M �' a \ — \ U/E UIE U/E ' � a PREPARED FOR911 z = 7.5'UTILITY EASEMENT " TWIN FALLS COUNTY T I L S O N DOC:003244 r U/E U/E U/E _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com U/E fGR/GB: REVISIONS P 9+24 OPTITAP:15/85 L:200' DATE DESCRIPTION INITIAL 619 PTITAP:15/85 L:200' 08/25/23 INITIAL SUBMISSION ALS P 10+18 PLACE NEW ACE NEW14"OX24"AXS 400 LT DUTY HH AT OX24"AXS 400 LT DUTY HH AT5 UEASEMENT 042.57331808,-114.49884640 7.5'UTILITY EASEMENT .57331413,-114.49831660INT ID:7001-008 TWIN FALLS COUNTYCESS POINT ID:7001-009 SCALE IlaGR/GB:N/ISO:N DOC:015018 N/ISO:N SIZE B SHEET:1°=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C12 OF C13 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_09 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 MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS f! - ELECTRIC METER Q ELECTRIC VAULT OWN• ® ELECTRIC MANHOLE m ELECTRIC CABINET IIIMph-W LIGHT POLE 0 TRANSFORMER - W R W OS SEWER MANHOLE © GAS MANHOLE R/W R / SEWER VALVE GAS VALVE TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT L _ ® COMM PEDESTAL WATER METER T O DRAINAGE MANHOLE C UTILITY POLE ® CATCH BASIN CULVERT lw,nMalw q, m i 0 Ln �I �--I 0 U C 0( 1 C13 C 5 L L 7 C06 C r 15'UTILITY EASEMENT r LL.I TWIN FALLS COUNTY w LL.I DOC:003429 w C tl C08 102 V) T 1+54 PLACE NEW M c 14"OX24"AXS 400 LT DUTY HH AT 09 03 O 042.57565938,-1 14.49784851 O L ACCESS POINT ID:7000-007-4 L r GR/GB:N/ISO:N r 4 L:400' U a 2 CABLES T 1+31'� PREPARED FOR: I ' c m I ETILSON .. U 0+00 PLACE NEW PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT T:(207(591-6427 F:(207)772-3427 042.57533282,-114.49670160 10'UTILITY EASEMENT 042.57532778,-114.49562275 info@tllsontech.com ACCESS POINT ID:7000-005-3 TWIN FALLS COUNTY ACCESS POINT ID:7000-005-2 REVISIONS GR/GB:N/ISO:N DOC:700451 GR/GB:N/IS N DATE DESCRIPTION INITIAL OPTITAP:TERMINATING L:300' OPTITAP:40/60 08/25/23 INITIAL SUBMISSION AILS SCALE 3 Fl SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C13 OF C13 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 09 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I �I I—III—III—III—I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I I�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 —III—III=III=III=11�111�11=11rIII— REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—III—I 11=1 I I� 11=1 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 I I�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 'I-1 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 III-1 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—I�I I�I—1I�I I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I—III I on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I I�I I—I I1=I I I—I I I= III=II El REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-11I—I1 08/25/23 INITIAL SUBMISSION AILS IIMII�II- ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. FILE NAME:TDS TWINID 0898DA 09 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898DA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL @° h++ ♦++ +++ +++ +♦4 F++ 080.00 DETAIL A SCALE 1 : 1 - ILSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IMDR"VIIINa AND IMCO°"°Mff DRAWN:A Du Toit Dramrgtlo n,EQEOF IS THE PQOPPaM of MdA AND M4A-AXS-400R-ASSY-TDS REVISIONS MAY!JOT BE COP1m W"OLLY OR 94 DATE DESCRIPTION INITIAL PART,A1.10 Tm Conr&m-tHtEOF MAY CHECKED: oramrg Trey 08/25/23 INITIAL SUBMISSION AILS P1OT 5E MCLO'.W TO ANY TMRo M4A-AX3-400R-ASSY-TDS PAJmES WRHOV WRrr e4 CONSBQ. DATE: 14/10/2020 i� MA1wOLEsaAFR�,► SCALE(A3): 1:6 2015/360106J07 &ERITE FACTORY PR96,Y5B.PeMILBERG SCALE ROAD IR550j.KLMIVBt 1871 PO BOX 6n KUPRIVfR 1871 SIZE B SHEET: NTS AMVAAL.GAUTBIG SIZE D SHEET: NTS >L +27'1 9W 7023 0VQ PRODtJCTS QVItO NETWORKS SHEET D02 OF D16 MAIL w4ofdvrwa-com FILE NAME:TDS TWINID 0898DA 09 AXS 400 H H DETAIL ® ° v Dig Line,Inc. 811 or 800-342-15-BS TOP VIEW T W I N I D_0898 DA_09 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A ------------ 470-0Q O O --4S0.00 RIGHT VIEW j m 0 LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com -►u DRAW;felt els A140 TqE COPYRIG1fr DRAWN: A Du To-if Dwo"""v 110_ 49?EOF a Tr E PPOPPEQ Y OF LUG A?C M40k-AXS_40OR-ASSY REVISIONS 0 40-5 3V MAY 40T K COMM W"OILY OR IN DATE DESCRIPTION INITIAL PART.APO THE CO#179M", WOFMAY CHECKED: 08/25/23 INITIAL SUBMISSION ALS 110T bE Da CLOSED TO ANY 7"90 PAR=YVr1MOVT VVUnV4 CO►.SENr. ��-,OOR-ASSY DATE: 17/08/2020 11"1"OA SCALE(A3): 1 :6 2D 1 SrAW 10A107 evER1rE FACTOR,PQC%U ES.MBOQDERG SCALE ROAD la=:.[LIPQNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAL GAU e-C- SIZE D SHEET: NTS Td+27 11 9-m 7= SHEET D03 OF D16 MAIL:w%lodweAa cc so FILE NAME:TDS TWINID 0898DA 09 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898DA 09 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f I 20.79 19.69 2079. TILSON OYVENSIONSNNCf5 On a Mission T: (207)591-6427 F: (207)772-3427 -M MAyrgNM THE COPMGff D1a�10 gyp- InfoOttl9ontech.com R.99 � DRAWN: A Du Tod TF!8?E0F 1S TFE irl OF neap A►40 M4A-AXS-SOOR-ASSY MAY t+07 BE W 4011Y0R a ��y REVISIONS PAQT•At a)THE COW 84M THERIEOF EMT CHECKED: Drawhg Tift: DATE DESCRIPTION INITIAL t10-6E 0ISCLC6W TO ANY THWO I$ppR AXS CHAMBER REV001 08/25/23 INITIAL SUBMISSION AI LS Wrt»an WRr'TBJCaQ919. DATE: 12/08/2020 +rw+MotsaAFR+cA SCALE(A3): 1:7 A SECTION A-A 2015/360106/07 R2.0 EVENTS FACTORY PR&v%15.MECCILIU 2G 21.89 ROAD 1R=1•KtuIINvER 1871 SCALE POOOX 672 KUMVER 1871 SIZE B SHEET: NTS MaovAAL GA rDOG J -EL-y 71 903 7021 r OUR PRODUCTS BUILD NETWORKS SIZE D SHEET: NTS MokJL niotrman.com SHEET D04 OF D16 FILE NAME:TDS TWINID 0898DA 09 . . Line,Inc. 811 or 800-342-1585 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 11■1 I I ■■■ 11■I I I ®�■ [I . 11■� M oil I .1 1■I��■I -I�i�� 11 it■■�� S �11 1■I ■1 I■ r■II111■N1 ■► _ �� lei• al �o Run m is r� `1 AR ■� 'J • low IIL ■EAI■■Iw■■L II riplftl � , ,► . . TOS SLAC BRACKETS OSO • , , �� jam% s i • , == �.- •� .� =� . � i. _ MEDIUMDUTY ICT ACCESS CHARLES 101 - 811XT PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1S85 TWINID 0898DA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 7 . 5 INSIDE I e • • INSIDE '•• �-PADLOCK .• HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET: NTS .. "Imf �� SIZE GRbsING N4. ISS. SIZE DSHEET: NTS �"O�'�'�'� A 10 I H 0 I I - I I Q Q OWF REV. SHEET D06 OF D16 / If0 FI FI H!E THIS IS TIE CVIET 0 OF EXILES,"mEI EI LTD. .A4DTA SIPLI•CT DE SE&LE .187 101 NOI I-I IUOUYP SNIIT I 0{ IEE.�)y(ED. COEIE9 M jbFO IN A,r u,ulE.IETII-E�TEL TO TNFIE I•fE•ST'S FILE NAME:TDS TWINID 0898DA 09 CHARLES 104 - 12"X1 1 " PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1S85 12 . 00 TWINID 0898DA 09 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL " I IDE I1�,,1 i111 �_-- LOCK HASP I I I I 22 , 00 I 38 . 08 I I 10 . 00 TILSON On a Mission T- (207)591-6427 F- (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL I 08/25/23 INITIAL SUBMISSION ALS I SCALE . 150 21 . 37 I SCALE SIZE B SHEET: NTS , DR WING NO. ISS ,ram I,E SIZE D SHEET: NTS I Qp ===� B i 0 4 H O i i - i i a O o w P �E�' SHEET D07 OF D16 101010-40WTRIE Is TI[r"PENTY Sf dpKEs I-DIMIEs LTo 1-3 SHILL W eL GAD FILF gut aEl$O 11[TIE[vIFO Cs ufED I� +I r��Eo DET�I�E""T•L T6 THEIR IrFEK�rif, KALE 125 I04 01 I-I I'% -�` SHEET I _ I FILE NAME:TDS_TWINID_0898DA_09 TFSD-301 TYPICAL TRENCH .-- DIG- Dig Line, Inc. 2 14 TW I N I D_0898 DA_09 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 0 p ° 0 e SUBGRADE OR Jp o NATURAL GROUND 1 1 \O�0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° i o° PROPER SHORING 0 /T\� \ OR LESS THAN 5' Dp j/�\ L E G E N D °0 ,O° %\ 6 O1 CUT BACK, 12" MINIMUM. 12 p O /� O2 SURFACE REPAIR WIDTH, 6' MINIMUM. O ,O p 0 \ \ O3 EXISTING SURFACE. F C ° w w o \\ Op 13 xC \ EXISTING BASE. V) O O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w a �\ o O 75 00°\ 7 © TRENCH BACKFILL PER SECTION-306. oi Op°0 00° 0_0 vo° 0 O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww � a°>°° 16 6" MIN. \� a L4 \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH // STABILITY (PER SECTION-304). ZE d \ SIDE O ° \�\ j a UNDISTURBED SOIL (TYP). jV `, NOTE B � 11 NEW PAVEMENT AND BASE. \\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10 OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 77 REVISIONS SECTION 307). ------------ 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 17 ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON 0 TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFILL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 08i25i23 INITIAL SUBMISSION AILS 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TDS TWINID 0898DA 09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. 9 13 9 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 TWINID_0898DA_09 0 TWIN FALLS,ID EXISTING ASPHALT EXISTING 7 10 MATERIAL DESCRIPTION QTY ACTUAL 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 11 6 5 EXISTING 0— OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" O I EXI STIN G PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE (MIN.) UNLESS A GRAT R DEP HS OTH OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDHS ARE O MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL RI ON EACH SIDE TO EXPOSE EXISTING FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF B. INSTALL NEW ASPHALT TO GRADE FABRIC. CONCRETE PAVEMENT. C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O9 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 08/25/23 INITIAL SUBMISSION AILS PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS OF NO. TFSD- 3 0 3 SIZE D SHEET: NTS TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TDS TWINID 0898DA 09 SD-304 GRAVEL ACCESS ROAD DIG Dig Line,Inc. 811 or 800-342-IS85 W/2 W/2 3- TWINID 0898DA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. O YY12 W/2 3' TYPE 2 N.T.S. 0 IY W/2 W/2 I 's;- -0..R Ck 0-- J.- 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND O IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 08/25/23 INITIAL SUBMISSION AILS APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY, 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898DA 09 TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898DA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 G 0: Q.. d O Gd 8 4 EXISTING CITY UTILITY LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF OA USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION ALS ®UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TDS TWINID 0898DA 09 SD-307 BORING AND JACKING DETAILS DIG -: Dig Line,Inc' 811 or 800-342-1585 4 TWINID 0898DA 09 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL VA B 6 6 3 18' 24" �D SKID DETAIL LEGEND N.T.S. O SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. 1 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A—A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 08/25/23 INITIAL SUBMISSION AILS2012 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR PUBLIC CONSTRUCTIONKS DETAILS N0 SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898DA 09 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' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898DA_09 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 f% 2 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 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 O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. O4 3/4" TYPE I CRUSHED AGGREGATE BASE. OS SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L 5 0 .k OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 08/25/23 INITIAL SUBMISSION AILS © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 2018 APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898DA 09 DIGUOIE. TFSD-802 TYPICAL RURAL STREET SECTION . �- Dig Line,Inc. 811 or 800-342-158S STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWINID_0898DA_09 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S 3 e SL E S f N P\E �I 3 , I� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT k BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O HMA PLANT MIX PAVEMENT SURFACE COURSE. 0 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT—OF—WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND I L 5 0 N TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. FO STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT osizs/zs NInALSUBMISSION ALs DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. HO BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NITS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898DA 09 DIG�tOE. TFSD-803 TYPICAL PAVED ALLEY SECTION . �- Dig Line,Inc. 811 or 800-342-158S R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5"FFIIIIIIIII,, 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID_0898DA_09 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION oTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 880 8 ooga000a000ao0oa000ao 800 8 08 a 8 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 28" THICK CONCRETE 2% RIBBON CURB pU O O O *"' 4" OF 3/4" MINUS O _�?�^O �? _RO° � 0 Qoac Qo CRUSHED GRAVEL a v v V v (V�/ }v'� vf . HALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH 2 F/L 3" BELO OWN AND EDGE 1 2 LEGEND TYPE IV-NEW ALLEYS O HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. ' L 5 0 N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. T: (207) 591-6427 F: (207) 772-3427 NOTES: info®tilsontech.com OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS OB ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT-OF-WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 08/25/23 INITIAL SUBMISSION ALS OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. Q SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FDl6 FILE NAME:TDS TWINID 0898DA 09 TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TW I N I D_0898 DA_09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 09 OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL—DE—SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION AILS 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. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898DA 09