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HomeMy WebLinkAboutTWINID_0898EA_03_REV0 DFN NAME : TWINID 0898EA 03 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID • � a _ 'C { '- __` � � �,� � ��ShleyDf+- ,11 # {1r`1 . � �.� �- +'• f ;f (7i •• -'N�cille a Rd N L �bS - a elfd�e.l�.•`�!._ la-• f� h ��. t � � oA ,. .CT �C � ti' r) ,� � 3� i •�►. �� _ .}�:'. � -^— �_ .3 � .� �. k .•6. � 'C —�" � �, ,m _ ly,� —,.�" ♦:— 'c � - � TvnrVPa`� . � t S � �. #Z Northsta�Ave '+— r •i Ail Tran 13 � i I >r 1�'1 �� �•. "�). dr. yin r. �i .. s —W w I N mP-BircnAGe" — j f w A`a _ ._� ,� �i • . *ate 1 a�.->,. 1•i. '' .p` �+ '"` �-" � � � r (lege4of South •t� .�. is � -' .� . 1 i Y� - a � jr.r�� - -� 1 �.1 ice_ � ti M � ,err.. �� •, ' `CresMevl Dl t� ry � r1 it�'r-Y F � �`S � . 4�� .. _ - `� -. � , � kN ®202i M rosoit Corp 0231aaxar �3)DlrtribRl TDS Dig Line,Inc. 811 or 800 1 1 mili PROJECT Nrairrego Pew------ ` f _ - •, -i ♦ JJ -��- N - �• � ■ ` � ,.mil `� • '� - � ■ •:• • • 11 N'Co 0:79e RdW TWIN FALLS,ID w— MATERIAL DESCRIPTION QTY ACTUAL _ • . �! .. dig' - • i - � �� _III_ tarligFir Loo _ V, Terra , I t m • — 1 •,fir R� • ,t _ r I,Sunnybraj r k AoY L� - rr- i Tw r Parks•Dr t �� - . _ •i - 1 Imo• • r whlteBirch Ave - � J- � .� .� fir: , �_ � � �� ♦ •f - kTILSON - i 2 . On a Mission ' ' • -, • / ®20 W anon ar© (20 Pi-ib.1-Airs DS©2023 T—To • JURISDICTIONPERMIT • SHEETS: C01 -C12 NEW UNDERGROUND EXISTING UNDERGOUND • OF • FILE NAME:TDS TWINID .... • ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TWINID_0898EA_03 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . C01-C12 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 06/23/23 INITIAL SUBMISSION NV . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 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 0898EA 03 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 03 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 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 06/23/23 INITIAL SUBMISSION NV 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 0898EA 03 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 06/23/23 TWINID 0898EA 03 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY 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 o6/23/23 INITIAL SUBMISSION NV MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 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 0898EA 03 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 0898EA 03 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 —W W CENTERLINE —CA —C/L PROPOSED HH RIGHT-OF-WAY —R/w — — —R/w — — ELECTRICAL MANHOLE(EMH) ^ EDGE OF PAVEMENT EOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— TRANSFORMER(TRA) I I GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL B8G B8G WATER VALVE(WV) C12 TERMINAL 0 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL 06/23/23 INITIALSUBMISSION NV GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898EA 03 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER \ N 3 SD STORM DRAIN E POWER LINE �I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT J LJ 0 ELECTRIC METER m ELECTRIC CABINET Z ELECTRIC MANHOLE �y 3 LIGHT POLE lUl TRANSFORMER 3 O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE R/W R/W _ R/W ❑n TRAFFIC SIGNAL GAS METER M/a © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT coilege ® COMM PEDESTAL Q WATER METER IN • •� • W O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT M1 1 L =q! �o DB R/W O3/n 73/n= 3/ A 0+20 SU L:17 B 3+05 PLACE NEW L:305' DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25^ 0 I Co i C05 -COI• �h 042.58497049,-114.49526322 ACCESS POINT ID:7010-001 15'UTILITY EASEMENT A 0+00/B 0+00 PLACE NEW w GR/GB:N/ISO:N I TWIN FALLS COUNTY 22"OX21"AXS 500 HH ATI C07 CO2 w DOC:2015018738 042.58496129,-1 14.49413170 ACCESS POINT ID:7000-007 = I I GR/GB:Y/IS Y C10 C12 CO3 A 0+69 3 Cog Cos Coa i STORMWATER A 0+93 / POND W I PREPARED FOR: C 5+72 DRAYTON AVE I I 15'UTILITY EASEMENT C 5+60 A � C 6+71 TWIN FALLS COUNTY m DOC:2015018738 RW RW � TILSON U �_ OO L:718' / / T:(207(591-6427 F:(207)772-3427 L:176' 0' C 6+50 0 DB(1)1.25 info@tllsontech.com DB(1)1.25" .0 I T z DB(1)l.00" / REVISIONS C 5+66 PLACE NEW I � DATE I DESCRIPTION INITIAL 14"OX24"AXS 400 LT DUTY HH AT C m °' 06/23/23 INITIAL SUBMISSION NV 042.58448414,-1 14.49557970 I y _ ACCESS POINT ID:7011-003 L:371' p GR/GB:N/ISO:N DB(1)1.25" 0 15'UTILITY EASEMENT I 15'UTILITY EASEMENT ` 3 SCALE TWIN FALLS COUNTY TWIN FALLS COUNTY o > <DOC:2015018738 DOC:2015018738 ° w SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C01 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO1 GAS LINE W WATER MAIN SS SEWER .Zl SD STORM DRAIN A —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT q L ELECTRIC METER m ELECTRIC CABINET i _ ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE 15'UTILITY EASEMENT I I � F_ OS SEWER MANHOLE © GAS MANHOLE TWIN FAY EASEMENT I ® SEWER VALVE ® GAS VALVE TWIN FALLS OLI I ❑n TRAFFIC SIGNAL GAS METER DOC: m I © COMM MANHOLE ® WATER VALVE 1S'UTILITY EASEMENT m I © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY ® COMM PEDESTAL Q WATER METER DOC:2015018738 1 O DRAINAGE MANHOLE C-0)UTILITY POLE C 9+38/E 0+00 PLACE NEW o \ A 3+57 ® CATCH BASIN CULVERT 14"OX24"AXS 400 TIER 8 HH AT 042.58382359,-114.49540296 A 3 ACCESS POINT ID:7011-004 GR/GB:Y/ISO:Y I \ c A 3+94c �, t L:44' _ m ! L:183' L:62' DB(2)1.25" C 8+90 A 4+07 DB25" (1)1.00" STORMWATER 1(' S 3 PIPES C 9+03 POND I U L:300' N b Q Co i Co5 yC01 DB Lu ---- - C 9+46 I 's C07 CO2 w E 0+44 CAMBRON AVE = L:41' _ C10 C12 CO3 DB(1)1.25" O - /W � I CO C08 3C04 , 1 A A r U C 10+22 PLACE NEW. C 10+91 L 14"S7JX24"AXS 400 TIER 8 HH AT m r 042.58369099,-114.49554437 C 11+18 Q ACCESS POINT ID:7011-005 O 15'UTILITY EASEMENT 3 1 GR/GB:N/ISO:N I I i TWIN FALLS COUNTY j y I DOC:2015018738 c Z o PREPARED FOR: m � o 3D I ' o 15'UTILITY EASEMENT O ' TWIN FALLS COUNTY DOC:2015018738 , 1 L:408 W D ETILSON DB(1)1.25' T:(207(591-6427 F:(207)772-3427 _ info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 7 06/23/23 INITIAL SUBMISSION NV � c m SCALE c: m SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO2 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE W WATER MAIN _ SS SEWER i SD STORM DRAIN 15'UTILITY EASEMENT C 14+31 /H 0+00 PLACE NEW I 3 15'UTILITY EASEMENT I - —E POWER LINE TWIN FALLS COUNTY 14"0X24'AXS 400 LT DUTY HH AT I TWIN FALLS COUNTY E] ELECTRIC HANDHOLE Q ELECTRIC VAULT TWINDOC: FALLS COUNTY 042.58301950,-114.49558813 I DOC:2015018738 ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:7011-006 GR/GB:Y/ISO:Y A 7+18 PLACE NEW I ® ELECTRIC MANHOLE TRANSFORMER L:172' 14"OX24"AXS 400 LT DUTY HH AT I LIGHT POLE L:11' C 13+17 042.58305209,-114.49413497 I DB(1)1.25" DB(1)1.00" \ ACCESS POINT ID:7000-008 OS SEWER MANHOLE © GAS MANHOLE L:200' H 0+07 -n GR/GB:N/ISO:N I ® SEWER VALVE ® GAS VALVE Ilk C 1 4+24 C 13+51 ❑n TRAFFIC SIGNAL GAS METER M/21— /a © COMM MANHOLE ® WATER VALVE C A 7+31 © COMM HANDHOLE HYDRANT T\Tl I ® COMM PEDESTAL `§N WATER METER BROADMOOR AVE DRAINAGE MANHOLE C UTILITY POLE 1 O ® CATCH BASIN CULVERT L:59' C 15+59 L:226' DB(1)1.25" DB(1)1.25" / L f 14+78 i u/ rl U I C 15+79 I - C 14+90 PLACE NEW ct P 3+39 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT o 14"fdX24"AXS 400 LT DUTY HH AT Cos COt 042.58287241,-114.49555215 15'UTILITY EASEMENT 042.58279867,-114.49504167 1` ACCESS POINT ID:7011-007 TWIN FALLS COUNTY A ACCESS POINT ID:7011-010-1.1 I LLJ GR/GB:N/ISO:N DOC:2015018738 I C07 CO2 w 3 GR/GB:Y/ISO:Y 1 I I I c C12 co V I � COS O L:391' m I 00 C08 C04 I ' DB(1)1.25" 0 I L:170' Z I DB(1)1.25" I U �� ' A 9+44 PLACE NEW D 14"OX24"AXS 400 LT DUTY HH AT Q — 0 15'UTILITY EASEMENT 042.58244576,-114.49410190 O TWIN FALLS COUNTY j 15'UTILITY EASEMENT : m ACCESS POINT ID:7000-009 TWIN FALLS COUNTY ti o DOC:2015018738 GR/GB:N/ISO:N I i DOC:2015018738 o y L:8' PREPARED FOR: < DB(1)1.25" ' C 18+81 /L 0+00 PLACE NEW P 1+68 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 1 15'UTILITY EASEMENT 042.58222405,-114.49560364 3 042.58233111,-114.49504854 TWIN FALLS COUNTY ACCESS POINT ID:7011-008 ACCESS POINT ID:701 1-010-1 ETILSONDOC:2015018738 GR/GB;Y/ISO:Y I r*i GR/GB:N/ISO:N 3 L:11 OPTITAP:40/60 T:(207(591-6427 F:(207)772-3427 L:175' DB(1)1.00" _ info@filsonfech.com DB(1)1.25" I C 17+83 m I I L:zz°' REVISIONS L:200' DB(1)1.25" DATE DESCRIPTION INITIAL C 18 06/23/23 INITIAL SUBMISSION NV +02 I - M/a —— DB I � SCALE L 0+07 MOSSVIEw AVE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO3 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE W WATER MAIN - SS SEWER SD STORM DRAIN MOSSVIEW AVE L:96' — — E POWER LINE DB(1)1.25" -I w ELECTRIC HANDHOLE QELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET C 19+28 I I ® ELECTRIC MANHOLE �y +$1 /P O+]2 ?� [I LIGHT POLE lUl TRANSFORMER m I L:55' _ -3 n I L:2UU' d' OS SEWER MANHOLE © GAS MANHOLE DB(1)1.25" L:145' C 19+36 PLACE NEW DB(1)1.25" I L'72' I ® SEWER VALVE ® GAS VALVE 15'UTILITY EASEMENT DB(2)1.25 I ❑n TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY © COMM MANHOLE ® WATER VALVE 14"S2SX24"AXS 400 TIER 8 HH AT DOC:2015018738 r 042.58207667,-114.49558864 C 21+53/P 0+00 PLACE NEW A 11+64 PLACE NEW 1 © COMM HANDHOLE HYDRANT ACCESS POINT ID:7011-009 14'Y2SX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT m GR/GB:N/ISO:N 042.58186977,-1 14.49505255 042.58184242,-1 14.49410860 ® COMM PEDESTAL Q WATER METER 11 ACCESS POINT ID:701 1-010 ACCESS POINT ID:7000-010 O DRAINAGE MANHOLE �)UTILITY POLE GR/GB:Y/ISO:Y GR/GB:Y/ISO:N u. ® CATCH BASIN CULVERT O L:9' p D Z A � L:175'rn I I \ r S O O 3 U - :E m .. DI�� Co i C 55 Col. W I � , col cot w I C10 C12 CO3 aQO�+64 15'UTILITY EASEMENT pY EASEMENTTWIN FALLS COUNTY LLS COUNTY DOC:2015018738 015018738 Cq. Cos C04 11 PLACE NEW C 22+91 14OX24"AXS 400 TIER 8 HH AT 3 042.58141828,-1 14.49 8 56712 C 23+03 I ACCESS POINT ID:7011-013.1 C 23+29 PLACE NEW w GR/GB:Y/ISO:Y \ Q U/E U/E G 14"OJX24"AXS 400 LT DUTY HH AT j / 042.58140655,-1 14.49498442 L:222' F ACCESS POINT ID:7011-011 \ -'• - M/21 GR/GB:N/ISO:N DB(1)1.25" � ' 11i C 23+15 I PREPARED FOR: L:46' 1 C 26+04 DB(1)1.25" SHADOWLEAF AVE I 71 C 26+18 C 23+48 A 13+85 PLACE NEW C 25+93/O 0+18 W C 24+99 L:136' 14"OJX24"AXS 400 LT DUTY HH AT DB(1)1.25" 042.58123413,-114.49411670 I T I L S 0 N LB C 24+g2 ACCESS POINT ID:7000-01 1 `/ - GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 info@filsonfech.com L.18' L.128 ~� \ C 24+34 15'UTILITY EASEMENT DB(1)1.25" REVISIONS DB(2)1.25" TWIN FALLS COUNTY _ ' DATE DESCRIPTION INITIAL i� DB(1)1.25" C23+82 DOC:2015018738 I - 06/23/23 INITIAL SUBMISSION NV C 26+1 1 /Q 0+00 PLACE NEW I I(� C 24+16 �- 14"O)X24"AXS 400 LT DUTY HH AT C 24+65 PLACE NEW 042.58127658,-1 14.49573230 I 14"OJX24"AXS 400 LT DUTY HH AT\ \ ACCESS POINT ID:7011-013 042.58121581,-114.49525900 =GR/GB:Y/ISO:Y ACCESS POINT ID:701 1-012 SCALE I SIZE B SHEET:1°= GR/GB:N/ISO:N SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C04 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER N SD STORM DRAIN 6 / —E POWER LINE W L E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET [O ® ELECTRIC MANHOLE �y LIGHT POLE - lUl TRANSFORMER ' 3y1'\aP` R W R/W / \ O$ SEWER MANHOLE © GAS MANHOLE i R/W J ` ® SEWER VALVE ® GAS VALVE R/W R/ ❑n TRAFFIC SIGNAL � GAS METER WIN Co -• - — - -A © COMM MANHOLE ® WATER VALVE W -, .+ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL l91 WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT DB �— D 41 .�_� U/ —U/E f L:181' B 10+09 PLACE NEW L:178' B 8+30 PLACE NEW 2 r 0 DB(1)1.25" 14'OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 14"GX24"AXS 400 LT DUTY HH AT L.177 L:174' 042.58499382,-1 14.49787647 DB(1)1.25" U 042.58498806,-114.49721457 ,- -• DB(1)1.25" U ACCESS POINT ID:7010-005 15'UTILITY EASEMENT ACCESS POINT ID:7010-004 15'UTILITY EASEMENT Cols Cos COl T� I GR/GB:N/ISO:N TWIN FALLS COUNTY GR/GB:N/ISO:N a TWIN FALLS COUNTY g 4+79 PLACE NEW DOC:2015018738 : DOC:2015018738 14"OX24"AXS 400 LT DUTY HH AT LJ J I >- ` t m 042.58497610,-114.49591072 W a C07 CO2 w ACCESS POINT ID:7010-002 w L i B 6+53/C 0+00 PLACE NEW GR/GB:N/ISO:N 22"0X21"AXS 500 HH AT I = C10 C12 CO3 042.58498180,-114.49655567 (f m ACCESS POINT ID:7010-003 O V GR/GB:Y/ISO:Y O COg C08 C04 I, F 15'UTILITY EASEMENT 3/Il -.r I TWIN FALLS COUNTY •'•• 3/f1 3/D— DOC:2015018738 — Li—� 21 M/�� J \ C U/E /IE: IA/8 M/ .m,,. CQ IP M/8 _ M/8 'I CQC 1 G W W _ W G D 1+90 DRAYTON AVE W W D 0+06 W PREPARED FOR: D 3+79 D 2+06 L:180' C 1+80/C 2+88 L:102' C 3+96 ' R/W — DB B DB(1)1.25" DB(1)1.25" LI/E R - R/W _ R/W — I — BP/w — —R/W- DB T I L 5 0 N L:189' /F _ DB(1)1.25" OPTITAP:20/80 I L:76' L:198' L:10' U/E U/ T:(207)591-6427 F:(207)772-3427 L:200'D 3+87 PLACE NEW � DB(1)1.00" DB(1)1.25" DB(1)1.00" C 3+90 PLACE NEW L:9' info@tilsonfech.com 14"OX24"AXS400TIER8HHAT L 54' « D"OX 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.00" REVISIONS PLACE NEW DB 2 .2 " 042.58449086,-114.49620203 DATE DESCRIPTION INITIAL 042.58450092,-114.49814390 15'UTILITY EASEMENT ( ) 140X24'AXS 400 TIER 8 HH AT 15 ACCESS POINT ID:7011-001-1.1 TWIN FALLS COUNTY ACCESS POINT ID:7011-002 GR/GB:Y/ISO:Y DOC:2015018738 _ 042.58449595,-114.49748191 GR/GB:N/ISO:N I O6/23/23 INITIAL SUBMISSION NV ACCESS POINT ID:7011-001-1 GR/GB:N/ISO:N C 2+34/D 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT _ • 042.58449557,-1 14.49678428 ACCESS POINT ID:7011-001 SCALE GR/GB:Y/ISO:Y SIZE B SHEET:1"=50' MATCH TO SHEET #C11 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C05 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER ppp SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER '� •� LIGHT POLE R O SEWER MANHOLE © GAS MANHOLE 0 � ® SEWER VALVE ® GAS VALVE W ❑n TRAFFIC SIGNAL GAS METER /1'1/b ` • • _ _W_ © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT 7:m A_- ® COMM PEDESTAL Q WATER METER jL O DRAINAGE MANHOLE 0 UTILITY POLE 'T M/ ' I ® CATCH BASIN CULVERT + U u/E19 �B 11+90 PLACE NEW Ln S I I I 14"OX24"AXS 400 LT DUTY HH AT O 042.58499952,-1 14.49854995 U I B 13+72 ACCESS POINT ID:7010-006 3 ` GR/GB:N/ISO:N C06 Cos COI- � 15'UTILITY EASEMENT L „ TWIN FALLS COUNTY r c DOC:2015018738 LV Cm CO2 o L:290' Lu DB(1)1.25" = C10 C12 CO3 3jn � p O COS C08 C04 B 14+80 PLACE NEW •��• 14"OX24"AXS 400 LT DUTY HH AT 042.58460754,-1 14.49916681 U ACCESS POINT ID:7010-007 GR/GB:Y/ISO:Y Q 1 I c DRAYTON AVE m PREPARED FOR: / I 15'UTILITY EASEMENT / TWIN FALLS COUNTY V1 DOC:2015018738 T R'W� ` \ ETILSON I Q T:(207(591-6427 F:(207)772-3427 p L:184' ; 3 info@filsonfech.c= W / I DB(1)1.25" o REVISIONS �W L:200' Z DATE DESCRIPTION INITIAL h RIW iy / �— Q 06/23/23 INITIAL SUBMISSION NV \ \ c \ m SCALE _ SIZE B SHEET:1"=50' MATCH TO SHEET #C07 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C06 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 w WATER MAIN GAS LINE E SEWER \ I SD STORM DRAIN Of — POWER LINE — _ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT r \ B 16+64 PLACE NEW m ELECTRIC METER ELECTRIC CABINS 14"O)X24"AXS 400 LT DUTY H H AT F ® ELECTRIC MANHOLE �y 042.58410237,-1 14.49916146 lUl TRANSFORMER I ACCESS POINT ID:7010-007-1 LIGHT POLE A I GR/GB:N/ISO:N O$ SEWER MANHOLE © GAS MANHOLE \ OPTITAP:40/60 3 \ \ ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT a 15'UTILITY EASEMENT ® COMM PEDESTAL Q WATER METER 3 TWIN FALLS COUNTY O DRAINAGE MANHOLE )UTILITY POLE DOC:2015018738 C ® CATCH BASIN CULVERT u. rAn r \ o L:181' �— DB(1)1.25" Ld TLi M/8 X - - U w 4 coy Col I cos CAMBRON soil w col CO2 mow•- t C10 C12 CO3 I I 3 B 18+45 PLACE NE W 14"0X24"AXS 400 LT DUTY HH ATOf A 042.58360591,-114.49916140 \ w_ O COg C08 C04 , ACCESS POINT ID:7010-007-1.1 m GR/GB:N/ISO:N = •.-.,• � � r Q 'MF L:91' Z \ I DB(1)1.25 3 PREPARED FOR: B 19+35 PLACE NEW 3 14"0X24"AXS 400 LT DUTY HH AT � 335707,-114.49915880 ACCESS POINT ID:7010-007-1.2 ETILSON GR/GB:Y/ISO:Y T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS \ DATE I DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION NV 3 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C07 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE W WATER MAIN IS SEWER L:59' MOSSVIEW AVE L:53' SD STORM DRAIN DB(1)1.25" DB(1)1.25" —E POWER LINE R/W — L— R/ --R/W ELECTRIC HANDHOLE Q ELECTRIC VAULT AL - R/W /W ELECTRIC METER m ELECTRIC CABINET n T ® ELECTRIC MANHOLE _ 3/Pl TRANSFORMER L:69' � L:158' 3/fl 3/D LIGHT POLE DB(1)1.00" DB(1)1.25" I +_ L:173' _ _ O O $ SEWER MANHOLE GAS MANHOLE N 2+17 PLACE NEW N 0+59 PLACE NEW M 2+27 PLACE NEW + DB(1)1.25" SEWER VALVE GAS VALVE 14"OX24"AXS 400 TIER 8 HH AT 14"GX24"AXS 400 TIER 8 HH AT 142,582"AXS 411 TIER 8 90 0 I 042.58207980,-1 14.49750433 I 042.58208689,-1 14.49688208 I 15'UTILITY EASEMENT M 0+53 PLACE NEW ❑n TRAFFIC SIGNAL GAS METER ACCESS POINT ID:7011-0 0-3 ACCESS POINT ID:7011-008-3.2 ACCESS POINT ID:7011-008-1.2 TWIN FALLS COUNTY 14"OJX24"AXS 400 TIER 8 HH AT I © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:7011-008-3.3 GR/GB:Y ISO:Y GR/GB:N/ISO:N GR/GB:Y/ISO:Y- DOC:2015018738 042.58208254,-114.49623910 / I I I ❑ R^f ACCESS POINT ID:7011-008-1.1 C COMM HA PEDESTAL HYDRANT L GR/GB:N/ISO:N I I COMM PEDESTAL `l WATER METER I O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT O O c1. o, W W col CO2 W W = C10 C12 CO3 T 1+27 PLACE NEW S 1+54 PLACE NEW R 0+68 PLACE NEW I I ` 14"(dX24"AXS 400 LT DUTY HH AT 14"OX24'AXS 400 LT DUTY HH AT I 14"OJX24"AXS 400 LT DUTY HH AT O 042.58143980,-114.49806200 042.58143174,-1 14.49733920 042.58142977,-1 14.49636160 O Cq. C08 C04 , ACCESS POINT ID:7011-Olb.l -ACCESS POINT ID:7011-015.2 S 0+69 PLACE NEW ACCESS POINT ID:7011-014.1 a AC/GB:Y/ISO:Y ! 15'UTILITY EASEMENT GR/GB:Y/ISO:Y 14"OJX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y I . TWIN FALLS COUNTY L:10' DOC:2015018738 042.58142779,-1 14.49702540 L:68 U L;85' ACCESS POINT ID:7011-015.1 DB(1)1.25' LL U/E DB(1)1.00" U/E U/E DB(1)1.25" FGR/GB:N/ISO:N R 0+54 M/a U/ U/E U/E Q j L:47' M/a — —-- M/ -- _ G f DB(1)1.25" L:45' —M/a M/ C 32+03 SHADOWLEAF AVE DB(1)1.2 PREPARED FOR: C 29+82vm � W — C 32+73/T 0+80 W W C 30+03 C 29+69/S 0+24 C 28+10 w W DB - DB _ W —W -- -- -R.'W R/W- �/w Ds DB TILSON C 31+84 17 . R/W — — R/W I T:(207(591-6427 F:(207)772-3427 3 3/nl / �3/n info@filsonfech.com L:750' 3 L:146' L:80' L:201.1 L:300' L:24' L:168' L:200' 3 n REVISIONS DB(1)1.26' DB(2)1.25" OPTITAP:TERMINATING DB(1)1.25' 2CABLES DB(2)1.25" DB(1)1.25" C 27+93 L:190' OPTITAP:40/60 2CABLES DATE DESCRIPTION INITIAL 15'UTILITY EASEMENT C 28+01/R 0+00 PLACE NEW 06/23/23 INITIAL SUBMISSION NV TWIN FALLS COUNTY C 31+93/T 0+00 PLACE NEW C 29+93/S 0+00 PLACE NEW DOC:2015018738 14"OJX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"0X24"AXS 400-1 DUTY HH AT 042.58128365,-1 14.49779024 042.58127525,-1 14.49708898 042.58128165,-1 14.49641390 ACCESS POINT ID:7011-016 ACCESS POINT ID:7011-015 I ACCESS POINT ID:7011-014 GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C08 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE W WATER MAIN — SEWER WHITE BIRCH AVE R SS\ —SD— STORM DRAIN — I —E POWER LINE R/W :E E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE I � TRANSFORMER (. L:136' C LIGHT POLE LJ DB(1)1.25" SEWER MANHOLE © GAS MANHOLE m m ® SEWER VALVE ® GAS VALVE • L_ Q TRAFFIC SIGNAL � GAS METER - I 3 © COMM MANHOLE ® WATER VALVE c © COMM HANDHOLE HYDRANT C 37+04 I I ® COMM PEDESTAL lip WATER METER .' O DRAINAGE MANHOLE 0 UTILITY POLE }.� C 36+96 PLACE NEW ? 3 ® CATCH BASIN CULVERT 14"OX24"AXS 400 LT DUTY HH AT 042.58188575,-1 14.49865024 ACCESS POINT ID:7011-019 GR/GB:N/ISO:N } r I Q " co O i t �N U m CO(� C05 C01 p � L:178' Z � DB(1)1.25" Q 3 Lu '� C07 CO2 Lu STORMWATER 15'UTILITY POND EASEMENT = C10 C12 CO3 FALLS COUNTY DOC:2015018738E 0 w C08 C04 � \ C 35+18 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT U Q 3 042.58143504,-114.49873204 3 ACCESS POINT ID:7011-018 / C j w I GR/GB:N/ISO:N G w OPTITAP:30/70, U - � — SHADOWLEAF LL' VE PREPARED FOR: � � C 35+06 C 35+28 C 33+59 C 34+91 / 3 \ L:99' C 34+10 DB(1)1.25' ETILSON li � I A L:zoo' � ; C C 34+70 O� T:(207(591-6427 F:(207)772-3427 \ info@filsonfech.com m lip REVISIONS C 34+45 C 33+80 DATE I DESCRIPTION INITIAL C 34+28 C 33+96 06/23/23 INITIAL SUBMISSION NV Of OPTITAP:20/80 / C 34+19 PLACE NEW 14"0X24"AXS 400 LT DUTY HH AT 042.58122286,-114.49855825 SCALE ACCESS POINT ID:7011-017 GR/GB:N/ISO:N SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C09 OF C 12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE W WATER MAIN SS SEWER n SD STORM DRAIN E POWER LINE O ' E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ( I - \ ELECTRIC METER m ELECTRIC CABINET \ 3/n I ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE LJ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE • i•• / [/\ 3 ❑n TRAFFIC SIGNAL GAS METER \ yy W © COMM MANHOLE ® WATER VALVE \ BROAEOOR © COMM HANDHOLE HYDRANT AD ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C 0 UTILITY POLE �\ \ BROADMOOR AVE ® CATCH BASIN CULVERT \ I R/W DB(1)1.00" Coi Cos Col l. Q - > Lu col cot C 39+99 PLACE NEW 3 w L - 3 14"�X24"AXS 400 TIER 8 HH AT f w - �" 042.58270541,-114.49865886 � = C10 C12 CO3 w ( ACCESS POINT ID:7011-020.2 w0 (n w GR/GB:Y/ISO:Y O J Q I O CO% C08 C04 I 15 UTILITY EASEMENT TWIN FALLS COUNTY DOC:2015018738 L I L: c C 39+17 PLACE NEW „ 3 PREPARED FOR: 14"OX24"AXS 400 LT DUTY HH AT T af\ 042.58248136,-1 14.49865537 _ 3 Of ACCESS POINT ID:701 1-020.1 * Q\ GR/GB:N/ISO:N � 3: ETILSON i - n/. I i N1 L:85' T:(207(591-6427 F:(207)772-3427 R info@filsonfech.com C-ob OPTITAP:TERMINATING I� I REVISIONS \ DATE DESCRIPTION INITIAL RA" C 38+26 06/23/23 INITIAL SUBMISSION NV C 38+32 PLACE NEW c 14"OJX24"AXS 400 TIER 8 HH AT W m 042.58224854,-114.49865210 w ACCESS POINT ID:7011-020 L:25' \ MOSSVIEW AVE SCALE GR/GB:N/ISO:N DB(1)1.00" I In wSIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C10 OF C12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER - -� - - LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER E 7+67 PLACE NEW © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 TIER 8 HH AT 042.58384540,-114.49814480 © COMM HANDHOLE HYDRANT� ACCESS POINT ID:7011-004-3.1 ® COMMPEDESTAL Q WATER METER GR/GB:Y/ISO:Y I O DRAINAGE MANHOLE 0 UTILITY POLE E 4+01 PLACE NEW I E 2+27/F 0+00 PLACE NEW E 5+82/G 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT ' 14"OX24"AXS 400 TIER 8 HH AT I 15'UTILITY EASEMENT ® CATCH BASIN CULVERT 14"OX24"AXS 400 LT DUTY HH AT 042.58383257,-114.49684134 042.58382951,-1 14.49621497 TWIN FALLS COUNTY 042.58383949,-114.49748710 i ACCESS POINT ID:7011-004-2 ACCESS POINT ID:7011-004-1 I DOC:2015018738 d ; ACCESS POINT ID:7011-004-3 I GR/GB:N/ISO:N GR/GB:Y/ISO:Y' t ' L:.25" L:185' GR/GB:Y/ISO:Y L:14' L:181' � DB(1)1.25" DB(1)1.25" OPTITAP:TERMINATING DB(1)1.00" DB(1)1.25" L.7 I DB(1)1.00" r f 3/n DB(1)1.00" L:400' OPTITAP:40/60 3/n 3/n 2 PIPES (V 0 i E 5+88 E 5+75 3/n E 4+09 i E 3+94 3 0 U M/a— — ——M/a — — — E 2+37 E 2+17 U E 7+61 DB DB M/a M/a DB M/a — _M/a co i Cos col —W W W wCAMBRON AVE —W W w col CO2 i L:54' w L:53' DB(1)1.25" w 2 C10 C12 CO3 DB— R/W W DB— R W O R/W O COS C08 U/E Coa U/E U/E F 2+09 F 0+61 DB(1)' G 0+53 PLACE NEW "''•" L:11' 1.25" 14"OX24"AXS 400 LT DUTY HH AT L:15' DB(1)1.00" F 2+15 PLACE NEW - L:162' F 0+54 PLACE NEW U 042.58369299,-114.49749110 DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT •^° ACCESS POINT ID:7011-004-3.2 042.58368904,-1 14.49680440 LL Q 1808 GR/GB:N/ISO:N 15'UTILITY EASEMENT ACCESS POINT ID:7011-004-1.2 ACCESS -114.496 004-1 < 1 ACCESS POINT ID:7011-004-1.1 Q C G 2+18 PLACE NEW TWIN FALLS COUNTY GR/GB:Y/ISO:Y GR/GB:N/ISO:N f G I 14"OX24"AXS 400 LT DUTY HH AT I DOC:2015018738 042,511369793,-114,491110260 I PREPARED FOR: AC/ 1 ESSSPOINTTID:7011-004-3 R ISO:Y ETILSON _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION NV I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C11 OF C12 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_0898EA_03 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C11 GAS LINE W WATER MAIN — SS SEWER SD STORM DRAIN H 7+19 PLACE NEW 15'UTILITY EASEMENT H 3+50 PLACE NEW H 1+72/J 0+00 PLACE NEW —n E POWER LINE 14"OX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY H 5+23/K 0+00 PLACE NEW I IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"(+X24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 LT DUTY HH AT 14"GX24"AXS 400 LT DUTY HH AT 042.58304400,-1 14.49816590 DOC:2015018738 042.58303041,-1 14.49 6 ri 042.58302476,-1 14.49620149 lb ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:7011-006-3.1 042.58303387,-114.49746177 ACCESS POINT ID:7011-006-2 ACCESS POINT ID:7011-006-1 ®ACCESS POINT ID:7011-006-3 ELECTRIC MANHOLE n GR/GB:Y/ISO:Y L:196' I GR/GB:N/ISO:N L:178' GR/GB:Y/ISO:Y � TRANSFORMER. 7 GR/GB:Y/ISO:Y L;174' D B 1 1.25" LIGHT POLE LJ OPTITAP:TERMINATING DB(1)1.25" H 3+58 H 3+42 OPTITAP:40/60 O$ SEWER MANHOLE © GAS MANHOLE n 3/n 3/ L:400, H 1+79 H 5+36 o 3/n H +64 ® SEWER VALVE ® GAS VALVE — DB M/a _M a DB M/a— -- IM — I _ ❑TS TRAFFIC SIGNAL GAS METER H]+13 DB /a M/8 — © COMM MANHOLE ® WATER VALVE W W W DB © COMM HANDHOLE HYDRANT H 5+18 BROADMOOR AVE I W W Vli ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE L: ®53' DB(1)1.25" I •L:53' CATCH BASIN CULVERT DB DB(1)1.25" F L.43 K 2+33 PLACE NEW L.180 +53 PLACE NEW 3 0 DB 1 1.00" DB(1)1.25" L:11' 04 L:166' L:54' M 1 O 14"O1X24"AXS 400 LT DUTY HH AT u ACCESS POINT IID:70 AXS 400 R1-006-3.3 8 HH AT1 15 UTILITYDEASEMENT 2.5ESS POINT ID:709746580 J 2 2024'LAXS 0 TIER 8 HH AT DB(1)1.25' DB(1)1.00" 0 042.58289438,-1 14.49813404 O ,. U I ACCESS POINT ID:7011-006-3.2 ACE NEW J 0+53 PLACE NEW U GR/GB:Y/ISO:Y GR/GB:N/ISO:N I 14"OX24"AXS 400 TIER 8 HH AT Co i C05 C01 TWIN FALLS COUNTY 042. GR/GB:N 58288354,-1 14.49682578 042.58287892,-114.49620819 DOC:2015018738 I I ACCESS POINT ID:7011-006-1.2 I I ACCESS POINT ID:7011-006-1.1 Lu w GR/GB:Y/ISO:Y � w w/ISO:N I C07 CO2 ��r I I I�` I C10 C12 CO3 V/ V/ O O C09 C08 C04 Q - Q j I I PREPARED FOR: L 5+17/N 0+00 PLACE NEW I ' 1 6+96 PLACE NEW 14"OJX24"AXS 400 TIER 8 HH AT L 3+47 PLACE NEW L 1+75/M 0+00 PLACE NEW 142.5 2 2 AXS 411 TIER 8 70 AT I 15'UTILITY EASEMENT 14"OJX24"AXS 400 TIER 8 HH AT I 14"OX24"AXS 400 TIER 8 HH AT 042.58224506,-114.49817029 ACCESS POI ,-114.497508-3 042.58222900,-114.49623645 ACCESS POINT GB:Y 1 ISO:Y TWIN FALLS COUNTY ACCESS POI , ID:7096 008-2 T I L S 0 N Ij .y ACCESS POINT ID:7011-008-3.1 GR/GB:Y/ISO:Y DOC:2015018738 ACCESS POINT ID:7011-008-2 ACCESS POINT ID:7011-008-1 GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y GR/GB:N/ISO:N L:59' OPTITAP:TERMINATING L'172 OPTITAP:40/60 T:(207(591-6427 F:(207)772-3427 L:179' DB(1)1.25" L:60' info@filsoniech.com DB(1)1.25" DB(1)1.00" L:17o' DB(1)1.00" I REVISIONS 3/n / DB(1)1.25" L:400' 31 n 3/D 3/fl - 3/D DATE I DESCRIPTION I INITIAL MAI - -- — DB — DB I 3/n — 06/23/23 INITIAL SUBMISSION NV M W W -- - DB MOSSVIEW AVE W L 1+67 — SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C12 OF C12 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 03 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- �I I—III—III—III—I I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I�I I—I I MI I la I—I I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMI1-111 11ElI III REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 11=1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN —I I I=1I I—I I I—I I1=I I I�I I—III—I 6"LAYERS WITH ROCK COVER 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III DETAIL L�I I�I—I I M I I—III; =III—III—III=III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W —I I�I—I I M.1 11-1 I ANY NUMBER OF INNERDUCTS 1 � _ AND/OR HDPE's,AS SPECIFIED III-111=111 i &FIBER OPTIC CABLE 11I1IIII�II I I=,1I�I 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 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 111 1 1-111—ITI—I I— _ •�I���—���—���, —I 11=11 I—I 1 I-1 I 1 II—�I 446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III-III-III-III 3'MIN "4 DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N I11=III�1I=1 I�n I=I1I-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I-11�111 on a Mission .I I--III—IIIII--I I�I I=11 I�I�I II I�1 I=I1 II I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I I-1I—1I 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 11=I1 REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—III I.fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-11I—I1 06/23/23 INITIAL SUBMISSION NV 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 0898EA 03 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898EA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � tf tt Oy� 1y1 �T+ TTT TTT +++ 1 11 �I TT11 111 �1�1 1�11T1JJ TTT �1T1 T1T1J1J �y�yT T1 �T 060.00 DETAIL A SCALE 1 : 1 LSON T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com TM DRAYWdG AND TIMCOPYROGHT DRAWN:A Du Tod IDearkoNO- TMEREJP n THE,PROPpOWrTOf PVAA ATJD _ M4A-AXS-400R-ASSY-TDS I REVISIONS MAT 40T Be COPm WHOLLY OR.1 DATE DESCRIPTION INITIAL PART.AtJOTHECOrr&M-HEREOF MAY CHECKED: D"^''g-,T'e NOT bE DrSCLOS®TO ANY THIRDO6/23/23 INITIAL SUBMISSION NV M4A-A XS-400R-ASSY-TD$ PARTIES WTHOL„wRrT-e1 COt68rt- DATE: 14/10/2020 IWW8-OLESW91CA SCALE(A3): 1:6 2o1SIW106/07 EVERfTE FACTORY PROMS.f-E ELBERG SCALE ROAD(RSSOI,KLI IVEit 1871 PO 80X 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL.GAUTEtlG SIZE D SHEET: NTS 'i-+27 11 OW 702E MAlL nfo*ffuo COZO SHEET D02 O F D 16 FILE NAME:TDS TWINID 0898EA 03 AXS 400 HH DETAIL 0 DIG -- Dig Line,Inc. 811 or 800-342-1585 TOP VIEW T ` TWINID 0898EA 03 PHOTO RENDER: rwlN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL -- ----- O 0 450.00 RIGHT VIEW: i m TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A infoOtlsontech.00m W oQww�1G ANC TFIE COP`�QOGW DRAWN: A Du Tort °*o"",°1 "HEREOF 6TMPOOPPEl r OF MaA A11fl M4A-AXS-40OR-ASSY REVISIONS 415 38 Ill NOT W WHOUT 00 14 _ DATE DESCRIPTION INITIAL PART.All"C018NlT:'"l16AAY CHECKED: °.ewolral . 06/23/23 INITIAL SUBMISSION NV NOT 8E 06CL06ED TO"'Y T}lO k AXS-400R-ASSY PARTIES w{n1OI -%IVQrr>s:CONSENT. DATE: 17/08/2020 MAN110{.BL/1FRICA SCALE(A3): 1:6 20151d60106M7 EV73firtE FACTORY PQ9A-*AZ.HEIll SCALE ROAD IRSSO;.[LIVRVER 1871 SIZE B SHEET: NTS PO BOX 672 KLOR1VEIR 1871 Mill GAtPTI!IlG SIZE D SHEET: NTS TEL-+27 11 900 7= SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898EA 03 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898EA 03 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 21.89 A I If -11 20.79 19.69 20,79 T I L S O N MQ On a Mission T: (207)591-6427 R (207)772-3427 ?.99 TMaoRAMIIIIIIiGA1+D THE COPYRIGri DRAWN: A Du Torf [Rowe>AN°. infoOttlsonlecn.com THEREOF IS TIV PROPPERTY Of MaA Ar+D M4A-AXS-500R-ASSY MAY NOT,BE COPQX>1hMOl1Y OR IN REVISIONS PART.AI4D THE Care rS THWe0f MAT CHECK®: Drawing Tale DATE DESCRIPTION INITIAL NOT 6E DISCLOSED TO ANY"W SOOR An CHAMBER REV001 06/23/23 INITIAL SUBMISSION NV PAF"W5 WTTHCUT"rTHJ CONSEW DATE: 12/08/2020 SECTION A-A SCALE�A3�.1.7 A� 2olsr3aolos�rn L =u EVEQn FACtORY PRVASS,HelDlISERG . 021.85 — ROAD(RSM).KUPRIVER 1a71 SCALE Po5Ox 672 KUPRIVER Ian SIZE B SHEET: NTS IWDVAAI,GAL'"91G �J — -U:. 11 VW 7U23 y NETWORKS SIZE D SHEET: NTS MOML 9*00"WaAMM SHEET D04 OF D16 FILE NAME:TDS TWINID 0898EA 03 AXS 900 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 0993 0610 0898 r- 0558 SE C T10N A_A TWINID 0898EA 03 —o I — —� — TWIN FALLS,ID E KEY DIMENSIONS FOR 900 M OIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL �--�+ DEEP MEDIUM DUTY ICT ACCESS POINT. — Ap I MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS, FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO. 0070—CIV-002—ASS — ALL OTHER DIMENSIONS AND MATERIAL Y - SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND 3D PART FILES. I CAD FILE REFERENCE C057—CIV-002—ASS. v CONFORMS TO THE MEDIUM DUTY (MD) REOUIREN_NT OF 4C kN ACCORDING TO SANS 1882 2003 m \ tr m o _o - � .22 1 a o 80 30—j 0971 ' T1 SLACK o� BRACKETS - f 050 DRAINAGE T I L S ON O KNOf KOUT On a Mission T: (207)591-6427 F: (207)772-3427 InfoOttlsontech.com I DOME CLOSURE REVISIONS BRACKETS DATE DESCRIPTION INITIAL j 06/23/23 INITIAL SUBMISSION NV DRAWIt K H SCHMITT • � 900 R MD © CivllworkS grct I- C C-CKED: RE ESS 5 DEEP J 900 MM DIA x 900 MM DEEP, FOR ID TAG DATE 2018-M12 MEDIUM DUTY ICT ACCESS SCALE GMKYJP P.0-BOX M KLIPIYER 1871 SCALE: PONT SIZE B SHEET: NTS EVERITE PP£S FACTORY PREMISES ssa.►9CEUBERGRoa3•IaX>FUVEt SIZE D SHEET: NTS GAIUITING.SOMH AFRr-A TMe D"PWAC NC TMt CO►YbOrR 11EAEet 15 1TE 0000"T'•Ci VAL WORK& SECTION B—B TEL 011 9D3 7=011 9D3-MM AND furw0T KCZOPMwloutCAar1u1T,AAID T>tOv+Ttt1Tar1E11i0/WAT SHEET D05OFD16 BAAJL hsha[ 0oa NOT�t 012=490 tO AW TMM "AT�IS M•1 C4jT OLP*MTTEH:OitsfMT YI�T£ i .CDD FILE NAME:TDS TWINID 0898EA 03 CHARLES 101 - 81IXT PEDESTAL DIG -: Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 ? . 5 INSIDE .•s 7. 5 ' ' PADLOCK INSIDE °• HASP � � s LI .I D I 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET: NTS Iwiles. ��>� SIZE ORATING !14. ISS. SIZE DSHEET: NTS ,�, �' '� A I Q I H O 1 I - I I Q Q 0 P REV. SHEET D06 OF D16 THIS IS TIE'*YEIT-OF CXalF3 IN:USTII E7 LTD. uD SNIII 101 6E S[llF .181 UO I101 NIS 01 I-I1000'NP SNIIT I Of 1 IEMDIUCED. CRIE1 a 73F0 I.A°r M.■p IETII.E°T.l TO THFII IITEOTS FILE NAME:TDS TWINID 0898EA 03 CHARLES 104 - 121IX1 1 " PEDESTALS DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898EA 03 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION CITY ACTUAL r- 4 I 1 . 25 INSIDE _= LOCKING- _ 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 InfoOtIsontech.com I I REVISIONS DATE DESCRIPTION INITIAL I 06/23/23 INITIAL SUBMISSION NV I 21 , 37 SCALE . 150 I SCALE SIZE B SHEET: NTS lWh z ..a. SIZE oa,�wltiG NO. 'SS. SIZE DSHEET: NTS I qp � B 10 4 H 0 I I - I I O O O W P RE SHEET D07 OF D16 THI$ 11 TIE IKIENT,Cr C&PLEt Iswb'T11E1 LTD m 1N-11 -CT f<f Gt[IlL�w[ .E;KO,EO, CMIEC eR use I..r,r!M�DITLI�EMT�I TO TNIIk I�iNEiTt. ROLE IZS INK III I0001P SHEET FILE NAME:TDS TWINID 0898EA 03 TFSD-301 TYPICAL TRENCH o«- 12 Dig Line, Inc. 2 14 TWINID_0898EA_03 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 OOo SUBGRADE OR Jp o0O0 0 o NATURAL GROUND 1 1 \O I 0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° j p° PROPER SHORING 0 \ O OR LESS THAN 5' �p LEGEND \ o C o /y O` 12 �o \\ 6 O CUT BACK, 12" MINIMUM. O 0 / o \ O O J O O2 SURFACE REPAIR WIDTH, 6' MINIMUM. p N j o O EXISTING SURFACE. F C o j w w =o \\ Op a 13 ® EXISTING BASE. o o �\ < p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w= '3 O° 15 ° 7 >W >Q , 0 0 JOo�/\ © TRENCH BACKFlLL PER SECTION-306. Ir o j Op°0OO° o_0 Vp o p0 //\ O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). w w e. •° 16 6" MIN. \� a a-i \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w i EACH 6 STABILITY (PER SECTION-304). Fe d \ SIDE O °• \\ 10 UNDISTURBED SOIL (TYP). \ : ° \ �\ 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 17 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. 1© ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON OA TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFlLL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL 0 MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 06i23i23 INITIAL SUBMISSION NV 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 0898EA 03 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT g 2 PER SEC. 3� �4 VARIES o I � p p 1 TWINID_0898EA_03 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 6 5 EXISTING_ 0 11 OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE BASE (MIN.) UNLESS A GRATER DEPTH S 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 WIDTHS ARE OS 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 ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH Og CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. OD 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 06/23/23 INITIAL SUBMISSION NV 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: NITS SIZE D SHEET: NTS TWIN OFALLS SURFACE REPAIR DETAILS N� TFSD- 303 SHEET D090FD16 FILE NAME:TDS TWINID 0898EA 03 SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc. 811 or 800-342-1585 W/2 W/2 TWINID 0898EA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. W/2 W/2 3 4 TYPE 2 N.TS. W/2 W/2 0 ­0 Ll NOTES: TYPE 3 O CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2X CROWN ON ALL ROAD TYPES. LEGEN D IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. (D 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 R (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE O 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 AGGREGATEBASE COURSE Q PLACE 3' OF 3/4" ROADMIX GRAVEL. 70 ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 06/23/23 INITIAL SUBMISSION NV 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 CONSTRUCTION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898EA 03 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898EA 03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL klml a - BOTTOM OF PLANT MIX PAVEMENT 3 a b 6 a d O ad 8 4. :.:;�'::•..:.. r:. EXISTING CITY UTILITY \�----- ----7v n \ LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. O2 SURFACE REPAIRS PER SECIION-307 AND TFSD-303. O3 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. O 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 3/4" OUTSIDE VEHICLE TRAVEL AREA. Op USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE L 5 0 LESS THAN 6" IN DIAMETER. O5 PIPE OR CONDUIT. .. 8O 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. 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. 7O MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION NV ®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 0898EA 03 SD-307 BORING AND JACKING DETAILS DIG -: Dig Line,Inc. 811 or 800-342-1585 4 TWINID 0898EA 03 1 �n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 18, 24" D SKID DETAIL LEGEND N T �1 SKID CUT TO FIT. O2 CARRIER PIPE. Q 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 OUTSIDE PIPE BELL. 2 5 @ 2" X 0.050" STAINLESS STEEL STRAPPING. 4" O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O7 ANNULAR SPACE FILLED WITH SAND, GROUT, 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. le 3 NOTES: 1" MIN. CLEARANCE O 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 0 SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 tnPoOttlsontec.co SEC11ON A-A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m N.T.S. THE LINE AND GRADE AVOIDANCE OF CARRIER 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. 06/23/23 INITIAL SUBMISSION NV 0; IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR I CONSTRUCTION DETAILS NO SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898EA 03 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1GUM Dig Line, Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID 0898EA 03 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / 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 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 126.0 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. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED 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. 0 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. .. OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. 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. 06/23/23 INITIAL SUBMISSION NV © 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 0898EA 03 TFSD-802 TYPICAL RURAL STREET SECTION ® DIG" : Dig Line,Inc. 811 or 800-342-1585 STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH I TWINID_0898EA_03 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w r— qR/ OP COP R 5 3 eS 5� 6 S £4 P\E 3 �I 3 1 (� 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 h BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 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 0 �, 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. OF 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 0ei23/23 NiTAtSUBMISSION NV DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. O 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: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898EA 03 TFSD-803 TYPICAL PAVED ALLEY SECTION ® DIG"" : Dig Line,Inc. 811 or 800-342-1585 R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5" AS MM7 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID FALLS, 03 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION QTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 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 2 8" THICK CONCRETE 2% RIBBON CURB O O� O O� O� ° QOO O�QOO O�QOO MINUS CRUSHED GRAVEL OO O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH F/L 3" BELO OWN AND EDGE 1 2 -- LEGEND TYPE IV-NEW ALLEYS O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. T I L S O N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. On a Mission T: (207)591-6427 F: (207)772-3427 NOTES: InfoOtnsonleoh.00m OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS t�B ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 06/23/23 INITIAL SUBMISSION NV @ 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. OE 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 D150FD16 FILE NAME:TDS TWINID 0898EA 03 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898EA_03 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL .:? \,\9 OF EtP k6 5 SS. Rq p�ps 2 1 Rik' NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. n n 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 DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. OE 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 3% STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R/W WIDTH TYPE 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. 1O CONCRETE SIDEWALK. 2O STANDARD OR ROLLED CURB. ' O3 RIGHT-OF-WAY LINE. L 5 0.v, STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.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 [16.51 17.0 [20.0] DATE DESCRIPTION INITIAL 06/23/23 INITIAL SUBMISSION NV TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 1 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 0898EA 03