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TWINID_0898HA_09_CD_REV1
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L` e9rq t�'l'5tiha r`E`P . fl g .�,_J - ', � •a �a Hwh m- I s� o _�< � � ._� „t .->. 1 _ _ 47rr f -`r, rie, - .a.-[ rtevc'L:n .e' >P_Fi yy/ m 4ia - .,.aaE - rt�I fL-T. I _ - _ i'i - - 1 ,'` � +• *, � - ,v _- a� '; . • f rn�Q�7>y�l� �.,,,r- r� -..� 5- - - A mil' u�' •� 1�. S - a11'Mie erin tnECir TDS Dig Line,Inc. If *dIKy fir . a 5rAN11mBj•r� - — — � �I �� >►. � - � `__ a 1 �+X ■ .� �, n --� 'X — - -s _ SfadUHyyl Bl,a- -- - i I 11���"'' �•� �• 5taJiu . 089: /• TWIN FALLS, ' I .y I tom ` �._ �� ' I _ , MATERIAL DESCRIPTION QTY ACTUAL CHI Ow Ir INK ■kIN ■ _ 1 I ■ I r+ 8 ' i rp r ' I o a r v MLA6 In lti. MEIN � v Av��E §II_.-.. - -o ler=Aue,E __ -1 , � ' �,�, ► • ' •1os., 7 .� 1 i 'T Trr i ;. _ •�e FIIPr Me INV- =Ylo`�L_ � I � •.� !'• A 1 '-. f} y lit- _'.'. ! , r iu••,Avo VAvnvocd or '�, r x -y r SysYrA1k4MX`NIC � l�41,fit I rti � •�-' __ AN II _ _ �115E Park. � p y _pw TILSON jor - -- u .. ►�,,� fir , . " F � `. A Nf - he,,b ^ccF - N "tiu1r�nHiveE _ _. ! .F - • -li s e / / r PERMIT ■ JURISDICTION / X— NEW UNDERGROUND SHEETS: C01 -C13 UNDERGROUNDEXISTING SIZE B SHEET: NTS SHEET A02 OF FILE NAME:TDS . 0... ,. ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898HA_09 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . C01-C13 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 03/24/23 INITIAL SUBMISSION AM . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 09/08/23 REV 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 0898HA 09 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898HA 09 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 InPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM Brian Thomason Manager-Network Engineering 785-477-8582 09/08/23 REV 1 NV Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE 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 0898HA 09 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 03/24/23 TWINID 0898HA 09 IN NSPECTOR OR CERTIFIED CONTRACTOR.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. I 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV I - REROUTE TO AVOID CANALS 09/08/23 TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. ADDED CANAL LATERALS 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 o3/2a/23 INITIAL SUBMISSION AM MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN 09/08/23 REV 1 NV 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 0898HA 09 SYMBOLS KEY ® DMunM., 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 C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT U/e U/e 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 —CIL CIL DIRECTIONAL BORE CONDUIT —DB —DB— DB(1)1.25" DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT D13(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898HA 09 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE IF DROP FIBER DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID —DB— EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER -J 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 EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK s/w s/w ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) PROPERTY LINE —— — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L- — F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m I I GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL ITS) 0 38G TERMINAL B8G B8G WATER MANHOLE(WMH) O C12 TERMINAL 0 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ CAPPED CONDUIT SEWER VALVE(SV) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER ® T I L S O N On a Mission STORM DRAIN MANHOLE(DMH) EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CATCH BASIN(CB) ® EXISTING GAS LINE , REVISIONS CULVERT(CUL) >—< EXISTING POWER LINE , DATE DESCRIPTION INITIAL GMH © ' 03/24/23 INITIAL SIGN Ann GAS MANHOLE ( ) EXISTING STORM DRAIN LINE o9/osn REV I3 REV NV GAS VALVE(GV) (9 EXISTING SEWER LINE , GAS METER(GM) 451 EXISTING WATER LINE , UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE SIZE B SHEET: NITS UNKNOWN HANDHOLE(UHH) 0 TREE frn ta SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898HA 09 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 13 -W WATER MAIN 11 SEWER _ --, SD STORM DRAIN - —E POWER LINE IRRIGATION LINE 3 E] ELECTRIC HANDHOLE IRRIGATION ACCESS \ V ELECTRIC VAULT OC ELECTRIC METER - ' m i C I — ® ELECTRIC MANHOLE ELECTRIC CABINET Ld LIGHT POLE 0 TRANSFORMER Ll \ O$ SEWER MANHOLE © GAS MANHOLE .Zl ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL � GAS METER A 2+96 PLACE NEW © COMM MANHOLE ® WATER VALVE OX24 BILL INGRAM I FIELD � 14" "AXS 400 LT DUTY HH AT I � © COMM HANDHOLE � HYDRANT 042.57354755,-1 14.45040550- ^ ACCESS POINTID:4000002 w IT ® COMM PEDESTAL l�1 WATER METER GR/GB:N/ISO:N _ ! . a OD DRAINAGE MANHOLE 0 UTILITY POLE ' ® CATCH BASIN >—<CULVERT y L:608' • DB(1)1.25" L:153' REV I C13 I -r+ DB(1)1.25" CONDUIT REROUTED 0 r s FROM MADRONA ST N :E a _ C04 COS C 6 COJ W � - REV 1 CONDUIT ADDED I I I co cop, clo ADDED CANAL LATERAL 39&39A W A 1+43 PLACE NEW 14' 24"AXS 400 LT DUTY HH AT 042.57312797,-1 14.45040544 ACCESS POINT ID:4000-001 GR/GB:N/ISO:N 3 r DB(1)1.25" 5 PREPARED FOR: A 0+22/J 0+22 DB(1)1 25" ' o I I � �A0+74 w ETILSON DB— T:(207(591-6427 F:(207)772-3427 � T info@filsonfech.com 30'x16'TDSEASEMENT I REVISIONS DATE DESCRIPTION INITIAL A 0+00/J 0+00 EXISTING AXS 900 HH AT I 0 / /23 INITIAL SUBMISSION AM { 09/0808/23 REV 1 NV 042.57293452,-114.45067862 fy SEE DETAIL#3000-000 LAT GR/GB:Y/ISO:Y SCALE ERAL39A w LATERAL 39 \ g SIZE BSHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C01 OF C13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE CANAL CROSSING DRAWING TWINID_0898HA_09 UE E _CC FOR CANAL CROSSING DETAILS - RIGHT WAY UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C01 W WATER MAIN 11 SEWER _ -- SD STORM DRAIN _ -E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS A 10+44 PLACE NEW I ?� ELECTRIC METER Q ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT \ [1] ELECTRIC CABINET 042.57272528,-1 14.44991430 ® ELECTRIC MANHOLE ACCESS POINT ID:4000-004 I LIGHT POLE 0 TRANSFORMER GR/GB:N/ISO:N O SEWER MANHOLE © GAS MANHOLE _ , ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL � GAS METER TWIN FALLS © COMM MANHOLE ® WATER VALVE HIGH © COMM HANDHOLE HYDRANT SCHOOL \ c / ® COMM PEDESTAL WATER METER LATERAL 39 OD DRAINAGE MANHOLE C UTILITY POLE ® CATCH BASIN CULVERT \ � I DB(1)1.25" DB(1)1.00" I REV 1- I CONDUIT REROUTED FROM MADRONA ST N "' r ADDED CANAL LATERAL 39 L:35' _. DB(1)1.00" I cla i a A 12+31 PLACE NEW I 14"OJX24"AXS 400 TIER 8 HH AT ' 042.57221094,-1 14.44991235 \ 1 ACCESS POINT ID:#4000-005 0 GR/GB:N/ISO:N C041 COS C 6 C07 \C �� _... LATERAL 39 '- _.. .. 3 L:121' . 9 DB(1)1.25" r PREPARED FOR: A 13+52 PLACE NEW 14"0X24"AXS 400 LT DUTY HH AT 042.57188002,-114.44991171 ACCESS POINT ID:4000-006 T I L S O N GR/GB:N/ISO:N I T:(207(591-6427 F:(207)772-3427 i I info@filsonfech.CoM I REVISIONS L:73' 3 DATE I DESCRIPTION INITIAL DB(1)1.25" I 03/24/23 INITIAL SUBMISSION AM 09/08/23 REV 1 NV 3 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM I CO2 OF C 13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. �DB._DB.• FUTURE DIRECT BORE IF DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO2 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE A 14+25 PLACE NEW - IRRIGATION LINE 14"OX24"AXS 400 LT DUTY HH AT S Ott. i ELECTRIC HANDHOLE IRRIGATION ACCESS 042.57167968,-1 14.44991 152 I 1 ELECTRIC METER Q ELECTRIC VAULT ACCESS POINTID:4000-007 r ® ELECTRIC MANHOLE m ELECTRIC CABINET GR/GB:N/ISO:N I LIGHT POLE 0 TRANSFORMER �- O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE O ❑n TRAFFIC SIGNAL � GAS METER ow i • © COMM MANHOLE ® WATER VALVE 3 © COMM HANDHOLE HYDRANT \ ® COMM PEDESTAL WATER METER 3 L:153' i F O DRAINAGE MANHOLE 0 UTILITY POLE DB(1)1.25" _ � ® CATCH BASIN CULVERT • o REV 1- CONDUIT REROUTED FROM MADRONA ST N ( I e I I I CI3 A 15+78 PLACE 14"OX24"AXS 400 TIER 8 HH AT 042.57126061,-114.44991121 ACCESS POINT ID:#4000-008 I GR/GB:N/IS N I C04 C05 C 6 COJ CO COQ, CIO GI I ' L:185' yy DB(1)1.25" f i ;o I 9 PREPARED FOR: ETILSON LATERAL 39 I • T:(207(591-6427 F:(207)772-3427 DB(1)1.00" info@tilsonfech.com REVISIONS A 17+63 PLACE NEW DATE I DESCRIPTION INITIAL 14"OX24"AXS 400 TIER 8 HH AT "i 03/24/23 INITIAL SUBMISSION AM 042.57075212,-114.44991074 ` 09/08/23 REV 1 NV ACCESS POINT ID:#4000-009 GR/GB:N/ISO:N ' SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1°=25' DRAFTED BY: I SHEET NUMBER REV AM CO3 OF C 13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO3 W WATER MAIN 11 SEWER SD STORM DRAIN LATERAL 39 —E POWER LINE + a/ IRRIGATION LINE � \ Q � ELECTRIC HANDHOLE E] IRRIGATION ACCESS zELECTRIC METER Q ELECTRIC VAULT ELECTRIC MANHOLE m ELECTRIC CABINET CONDUIT REROUTED 3 - Q LIGHT POLE 0 TRANSFORMER \ FROM MADRONA ST N Z SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER 0 Her `ve E Filler + © COMM MANHOLE ® WATER VALVE t • © COMM HANDHOLE HYDRANT -M ® COMM PEDESTAL WATER METER M M O DRAINAGE MANHOLE �)UTILITY POLE CATCH BASIN CULVERT DB — DB DB I I r — RAW 1 _ !r- A 19+17 L:283' L:421' Ln DB(1)1.25" O A 20+46 PLACE NEW � 14"OX24"AXS 400 LT DUTY HH AT 042.57033088,-114.44942490 3 ACCESS POINT ID:4000-010 L GR/GB:Y/ISO:N r w 0 1 -• � I ' ' * • • T C041i COS 'C 6 COJ tl 1 f '00< T r r / i Q _ PREPARED FOR: I 3 _ ETILSON \ T:(207)591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS r / tit / \ DATE I DESCRIPTION INITIAL 3 03/24/23 INITIAL SUBMISSION AM y •\ 09/08/23 REV 1 NV r \ �� SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C04 OF C 13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER Z SD STORM DRAIN Q -E POWER LINE Q J IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS Z / m ELECTRIC METER Q ELECTRIC VAULT Cp [E ELECTRIC CABINET � ELECTRIC MANHOLE Z LIGHT POLE 0 TRANSFORMER Z7 � N O$ SEWER MANHOLE © GAS MANHOLE mom ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT IBM Filer ^ s ® COMM PEDESTAL `l91' WATER METER Filer Ave E Filer Ave Ave O DRAINAGE MANHOLE �)UTILITY POLE r NI ® CATCH BASIN CULVERT AOL Ir A 24+67 PLACE NEW L:200 A 26+67 PLACE NEW L:87' DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT L:199' 0 14'0X24'AXS 400 LT DUTY HH AT DB(1)1.25" ._. DB(1)1.25" 042.57032496,-1 14.44786260 042.57032298,-1 14.44711960 0 U ACCESS POINT ID:4000-01 l ACCESS POINT ID:4000-012 A 28+66 PLACE NEW A 29+53 PLACE NEW U �, GR/GB:Y/ISO:N GR/GB.N/ISO:N 14"0X24"AXS 400 LT DUTY HH AT of 042.57032101,-114.44638060 14"OX24"AXS 400 LT DUTY HH AT - 'j? \ ACCESS POINT ID:4000-013 042.57032298,-114.44605740 � os GR/GB:N/ISO:N ACCESS POINT ID:4000-014 j w - GR/GB:Y/ISO:N w oa I COS C 6 L COJ / CO COQ, CIO 0 0 I � Q �% Q IPREPARED FOR: M a i / M/a all M/a W , r _ ETILSON — R/W R/W R/W T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS l DATE I DESCRIPTION INITIAL / 03/24/23 INITIAL SUBMISSION AM Vr / 09/08/23 REV 1 NV / SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C05 OF C 13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE Q IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS W ELECTRIC METER Q ELECTRIC VAULT Z ® ELECTRIC MANHOLE m ELECTRIC CABINET E— LIGHT POLE 0 TRANSFORMER Z J O$ SEWER MANHOLE © GAS MANHOLE O G ® SEWER VALVE ® GAS VALVE -- —'�M/a J < ❑n TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE 31+20 _ -_ A ® CATCH BASIN CULVERT A • M � I I I DB /1J R/NI _DB R/W Da r A 30+51 - A 30+61 A 36+19/B 0+00 PLACE NEW U) L:666' 22"OX21"AXS 500 HH AT U A31+07 DB(1)1.25" 042.57031706,-114.44363940 o C,3 ACCESS POINT ID:#4000-015 U GR/GB:Y/ISO:N o, L:107' W I DB(1P.00" W I W G 1+04 PLACE NEW • W 14"OJX24"AXS 400 LT DUTY HH AT B 1+07 PLACE NEW = co cos c a co 042.57004051,-114.44,16' 90 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:4010-012-14.1 042.57002372,-114.44361530 I t�l O DGR/GB:Y/ISO:N ACCESS GR/GBN4/S f U - 15'UTILITY EASEMENT U r TWIN FALLS COUNTY CQ DOC#:661741 CQ L:104' DB(1)1.00" — PREPARED FOR: 15'UTILITY EASEMENT ' TWIN FALLS COUNTY • G 0+00 PLACE NEW I DOC#:661741 14"OJX24"AXS 400 LT DUTY HH AT I ° 042.56975607,-114.44469890 ACCESS POINT IDA010-012-14 T I L S O N GR/GB:Y/ISO:N OPTITAP:TERMINATING T:(207(591-6427 F:(207)772-3427 info@filsonfech.com • L:180' ;10 DB(1)1.00" \, REVISIONS DATE I DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM _ 09/08/23 REV 1 NV �. SCALE i SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C06 OF C 13 1 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER d - SD STORM DRAIN O -E POWER LINE IRRIG ION LINE 0 5 E] ELECTRIC HANDHOLE AT IRRIGATION ACCESS W V ELECTRIC VAULT A 46+66 PLACE NEW ELECTRIC METER 0 irO42.57045816, 4"AXS 400 LT DUTY HH AT ® ELECTRIC MANHOLE m ELECTRIC CABINET W -114.44139080 LIGHT POLE TRANSFORMER ZCCESS POINT ID:4000-021 G GR/GB:N/ISO:N OS SEWER MANHOLE © GAS MANHOLE N ® SEWER VALVE ® GAS VALVE ❑n A 46+36 TRAFFIC SIGNAL � GAS METER R/W R/w R/W R/ © COMM MANHOLE ® WATER VALVE _ _ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL l91 WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT W I A 37+30 \, U/E �—R — A 38+04 [� U }I —A 37+50 i 1• c I L:199' 44z I TW NTIFALLS COUNTY DB(1)1.25" L I m L L:351' DOC#:007501 D5(1)1.25" w SUTILITY EASEMENT I I1 L:126' I I I C04 COS C 6 C07 5'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY I DB(1)1.25" I 1 DOC#:007501 co cop cio O I DOC#:007501 L:96' f 5'UTILITY EASEMENT TWIN FALLS COUNTY DB(1)1.25'' L:57' I c a DOC#:007501 DB(1)1 25" I p12 i A A 38+99 U +—U/E r .,... Q L:110' :F DB(1)1.25" 5 A 40+80 PLACE NEW L:54' r� A 39+70 PLACE NEW A 43+59/A 44+67 DB(2)1.25" PREPARED FOR: 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT A 42+06 PLACE NEW 042.57000298,-1 14.44272210 042.57000248,-1 14.44231 120 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:4000-016 ACCESS POINT IDA000-017 042.57000002,-1 14.44184500 GR/GB:N/ISO:N ACCESS POINT IDA000-018 A 44+13 PLACE NEW GR/GB:N/ISO:N ' GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT I A 43+02 PLACE NEW 042.56999117,-114.44107600 T I L S O N \I 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:4000-020 042.56999620,-114.44148752 GR/GB:N/ISO:N —7vp ACCESS POINT IDA000-019 T:(2071 fo@til27 F:ch C 772-3427 „— GR/GB:N/ISO:N info@filsonfech.com M� REVISIONS DATE I DESCRIPTION INITIAL W`W-3/n I 3/n / 03/24/23 INITIAL SUBMISSION AM 09/08/23 REV 1 NV .v w w w / SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C07 OF C 13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO6 W WATER MAIN 11 SEWER SD STORM DRAIN I -E POWER LINE I IRRIGATION LINE U/E In ELECTRIC HANDHOLE L E] IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT 15'UTILITY EASEMENT B 2+87 PLACE NEW r ® ELECTRIC MANHOLE m ELECTRIC CABINET TWIN FALLS COUNTY / 14"O.)X24"AXS 400 LT DUTY HH AT LIGHT POLE 0 TRANSFORMER DOC#:661741 \ 042.56953187,-1 14.44357510 ACCESS POINT ID:4010-002 QS SEWER MANHOLE © GAS MANHOLE L 300' 2 CABLES GR/GB:N/ISO:N I ® SEWER VALVE ® GAS VALVE i\ I ❑n TRAFFIC SIGNAL � GAS METER I T 1 © COMM MANHOLE ® WATER VALVE F 1 1+83 L:200 _ a �/FI OPTITAP:30/70 15'UTILITY EASEMENT © COMM HANDHOLE HYDRANT ^ H 0+00 PLACE NEW ' TWIN FALLS COUNTY ® COMM PEDESTAL WATER METER 14"OX24"AXS 400 LT DUTY HH AT * DOC#:661741 O DRAINAGE MANHOLE 0 UTILITY POLE 042.56934181,-114.44442840 ® CATCH BASIN �<CULVERT OPTITAP:20/80 I ACCESS POINT ID:4010-012-13 L:99' - F 12+72 PLACE NEW GR/GB:Y/ISO:N DB(1)1.00" j 14"OX24'AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT 042.56934181,-1 14.44514990 �o - TWIN FALLS COUNTY ACCESS POINT ID:4010-012-12 f DOC#:014587 GR/GB:Y/ISO:N m ht = - L:306' 15'UTILITY EASEMENT DB(1)1.00" B 3+86 PLACE NEW 0 cia L:500' DB(1)1.25" TWIN FALLS COUNTY FFr- DOC#:014587 /\ 14"(0X25 AXS 4 LT DUTY HH AT U 042.56926125,-1 14.44354820 ACCESS POINT 0 N/1 0-003 INA R ISO • 1 15'UTILITY EASEMENT \ w oa I TWIN FALLS COUNTY I cos c-- co DOC#:661741 �. �_/� c co?. CIO / M � CARLIS COVE c H 1+39 PLACE NEW M M m 14"OX24"AXS 400 LT DUTY HH AT \ Q 042.56896145,-114.44442742 15'UTILITY EASEMENT ACCESS POINT ID:4010-012-13.1 TWIN FALLS COUNTY GR/GB:Y/ISO:N _ DOC#:014587 , w yy D 1+18 PLACE NEW PREPARED FOR: 14"OJX24"AXS 4001 T DUTY HH AT B 20+89 PLACE NEW A� F 9+74 - - - 042.56857444,-1 14.44393762 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:4010-012-1 042.56857589,-1 14.44349868 F 9+66 PLACE NEW GR/GB:Y/ISO:N ACCESS POINT ID:4010-012 14"OJX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:N ACCESS POI ,-114.44545771 T UTILITY EASEMENT ETILSON ACCESS POINT ID:4010-012-1 1 15'UTILITY EASEMENT i TWIN FALLS COUNTY GR/GB:N/ISO:N TWIN FALLS COUNTY DOC#:661741 L:32' DOC#:014587 I DB 1 1.25"/DB(1)1.00" E 1+19 PLACE NEW E 0+00 PLACE NEW ( ) T:(207 info@t427 F:ch.c 772-3427 info@filsonfech.com 14"0X24"AXS 400 LT DUTY HH AT F 9+57 14"(dX24"AXS 400 LT DUTY HH AT 042.56857548,-114.44442820 042.56857901,-114.44486958— ACCESS POINT ID:4010-012-2 REVISIONS L:136' OPTITAP:10/90 DB(1)1.25" ACCESS POINT ID:4010-012-2.11 I DB(1)1.00" GR/GB:Y/ISO:N B 21+21 /6'0+32 DATE DESCRIPTION INITIAL GR/GB:Y/ISO:N r L:86' 03/24/23 INITIAL SUBMISSION AM c L:300' DB(1)1.25" 09/08/23 REV 1 NV SCALE _ - �� - SIZE B SHEET:1"=50' MATCH TO SHEET #C11 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM I C08 OF C 13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 W WATER MAIN 11 SEWER - I SD STORM DRAIN y -E POWER LINE IRRIGATION LINE R/W R/W R W __ RUSTY CT E] ELECTRIC HANDHOLE IRRIGATION ACCESS U/E ELECTRIC METER Q ELECTRIC VAULT U i /E / -U/E / ® ELECTRIC MANHOLE m ELECTRIC CABINET / LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE U/E ® SEWER VALVE ® GAS VALVE Zl ❑n TRAFFIC SIGNAL GAS METER Z r © COMM MANHOLE ® WATER VALVE ZE 3 © COMM HANDHOLE HYDRANT \ B 6+18 PLACE NEW 5'UTILITY EASEMENT B 9+20 PLACE NEW B 7+68 PLACE NEW ® COMM PEDESTAL Q WATER METER 14"OX24"AXS 400 LT DUTY HH AT 14"St7X24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT , 042.56927705,-1 14.44270870 042.56927310,-1 14.44215350 DOC#:007501 042.56926915,-1 14.44159020 OD DRAINAGE MANHOLE C-0)UTILITY POLE ACCESS POINT ID:4010-004 ACCESS POINT ID:4010-006 CULVERT GR/GB:N/ISO:N ACCESS POINT ID:4010-005 L:201' ® CATCH BASIN B 5+44 GR/GB:N/ISO:N GR/GB:N/ISO:N DB(1)1.25"� � I � U E U A. U/E t ► , B 537 r 00 + L:150' p DB(1)1.00" L:152' U DB(1)1.00" 5'UTILITY EASEMENT U C13 TWIN FALLS COUNTY 01 15'UTILITY EASEMENT DOC i 007501 TWIN FALLS COUNTY I--- Lu DOC#:661741 Lu 03 Lu Lu C04 005 C 6 COJ / y c04 cof... ao / a 0 � —3/n 3/n a/n " i M -- R/W R/W -R/W R/W \� \ems PREPARED FOR: � U/E E � U/E B 18+64 PLACE NEW ETILSON I 14"0X24"AXS 400 LT DUTY HH AT T:(207(591-6427 F:(207)772-3427 042.56857142,-114.44266350 info@tllsontech.com ACCESS POINT ID:4010-011 B 15+52 PLACE NEW GR/GB:N/ISO:N B 17+03 PLACE NEW 14'.0X24"AXS 400 LT DUTY HH AT REVISIONS 14"OX24"AXS 400 LT DUTY HH AT 042.56856945,-1 14.44150480 DATE DESCRIPTION INITIAL 7.5'UTILITY EASEMENT 042.56856747,-114.44206540 L:225' ACCESS POINT ID:4010-009 03/24/23 INITIAL SUBMISSION AM DB(1)1.001, L:161' TWIN FALLS COUNTY ACCESS POINT ID:4010-010 L:151 GR/GB:N/ISO:N 3/n DB(1)1.00" DOC#:007501 GR/GB:N/ISO:N DB(1)1.00" L.264 09/08/23 REV 1 NV U/E rp DB(1)1.25" as u/E U✓�r� SCALE ASC NSION PARK ASCENSION PARK TWIN FALLS ROCK SC OOL - SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C09 OF C 13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE LATERAL 35 E] ELECTRIC HANDHOLE IRRIGATION ACCESS C ELECTRIC METER V ELECTRIC VAULT ELECTRIC MANHOLE [I] ELECTRIC CABINET � 15'UTILITY EASEMENT TWIN FALLS COUNTY I C 0+41 PLACE NEW DOC#:007501 14"S2SX24"AXS 400 LT DUTY HH AT LIGHT POLE 0 TRANSFORMER \,�, 1 042.56937776,-1 14.44084576 . OS SEWER MANHOLE © GAS MANHOLE "*lam ® SEWER VALVE ® GAS VALVE ACCESS POINT ID:4010-007-1 0 GR/GB:Y/ISO:N ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT L•41' IL I IL �B(1)1.25" B 11+20/C 0+00 PLACE NEW 4 � � I < -rt 14"OX24"AXS 400 LT DUTY H H AT '- °^ 042.56926633,-1 14.44084568 __ I r. ACCESS POINT ID:4010-007 i i O •� A C13 r ..._. U — o, n i os I.I_I I 15'UTILITY EASEMENT I I L,J TWIN FALLS COUNTY _ \ DOC#:007501 coo cos c- co 429 co coq, ao Onano �s,r a 8 I ciz _ r I LATERAL35 r I I Q \ f I C r G417 r PREPARED FOR: c ci � * i or B 12+g9 PLACE NEW � 14"0X24"AXS 400 LT DUTY HH AT I ' � 042.56880389,-114.44084509 I ' ' 3 ACCESS POINT ID:4010-008 _ T I L S O N r I GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 1 - info@filsonfech.com REv 1- REVISIONS SHIFTED CONDUIT FURTHER INTO EASEMENT DATE I DESCRIPTION INITIAL ADDED CANAL LATERAL 35 03/24/23 INITIAL SUBMISSION AM 09/08/23 REV 1 NV tr SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C10 OF C13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C08 W WATER MAIN 11 SEWER -SD STORM DRAIN -E POWER LINE .Zl L:200' IRRIGATION LINE F 8+39 L:132' ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS _ V ELECTRIC VAULT DB(1)1.001, I ELECTRIC METER O 1 1 F 8+30 PLACE NEW I m ELECTRIC CABINET 15'UTILITY EASEMENT 15'UTILITY EASEMENT ELECTRIC MANHOLE 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.56839167,-114.44545300 DOC#:015689 TWIN FALLS COUNTY TRANSFORMER LIGHT POLE J ACCESS POINT ID:4010-012-10 : . \ ` DOC#:015689 O$ SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N PLACE NEW ® SEWER VALVE ® GAS VALVE ai 14"OX24"AXS 400 LT DUTY HH AT OPTITAP:10/90 /�� �•7 � - ❑n TRAFFIC SIGNAL � GAS METER 042.56823364,-114.44452944 7.5'UTILITY EASEMENT COMM MANHOLE ® WATER VALVE cy .� ACCESS POINT ID:4010-012-3 TWIN FALLS COUNTY 5'UTILITY EASEMENT GR/GB:N/ISO:N_ DOC#:015689 0 © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY I _ / / ® COMM PEDESTAL Q WATER METER DOC#:006170 TT ' I ,X` ® DRAINAGE MANHOLE `l / UTILITY POLE L.175' s DB(1)1.25" _ CATCH BASIN /1-'/\CULVERT ��... 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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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 11 -W WATER MAIN 11 SEWER 3_D 1T1 SD STORM DRAIN \ 3• -E POWER LINE JIMd' �\ B 25+60 PLACE NEW IRRIGATION LINE F 4+79 PLACE NEW ! 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC METERHAND LE IRRIGATION ACCESS 14"OX24"AXS 400 LT DUTY HH AT IIII 15'UTILITY EASEMENT I v ELECTRIC VAULT 042.56737039,-1 14.44360490 ELECTRIC METER � ACCESS POINT ID:4010-016 ® ELECTRIC MANHOLE TWIN FALLS COUNTY m ELECTRIC CABINET � 042.56744743,-114.44545030 I w ACCESS POINT ID:4010-012-7 DOC#:015689 �1 GR/GB:N/ISO:N LIGHT POLE TRANSFORMER GR/GB:N/ISO:N ��: OPTITAP:10/90 F 0+63 PLACE NEW O$ SEWER MANHOLE © GAS MANHOLE m 14"OX24"AXS 400 LT DUTY H H AT SEWER VALVE GAS VALVE 042.56735459,-114.44452230 15'UTILITY EASEMENT 5'UTILITY EASEMENT I ACCESS POINT ID:4010-012-6 TWIN FALLS COUNTY 0 TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY I I GR/GB:N/ISO:N DOC#:015689 O DOC FALLS 70 I C ASCENSION C COMM MANHOLE WATER VALVE ( 10 UTILITY EASEMENT PARK © COMMHANDHOLE HYDRANT L:416' TWIN FALLS COUNTY ® COMM PEDESTAL `p WATER METER F 3+90 L:750 DB 1 1.25" DOC#:015689 1 ( ) \ ` O DRAINAGE MANHOLE �)UTILITY POLE F 3+69 — \\\` n li I \3/n- F 1+32 IH/a ® CATCH BASIN CULVERT M/a— — - — i DB _- c r. I 1 i C13 701 3 T R/W R/W A U/E o I I I \ i `L 1dlWI coe cos c e coy . M � IIII CO COQ, CIO 11 ,, 15'UTILITY EASEMENT i } c TWIN FALLS COUNTY .12 i DOC#:015689 3/n / _.. PREPARED FOR: z� B 27+85 R/W \ B 28+45 PLACE NEW 14"St7X24"AXS 400 LT DUTY HH AT L.284 042.56675344,-114.44382137 ACCESS POINT ID:4010-017 DB(1)1.00" • 1 GR/GB:Y/ISO:N ETILSON - T:(207(591-6427 F:(207)772-3427 I info@filsonfech.com F[ i I I I I REVISIONS DATE I DESCRIPTION INITIAL I 1 03/24/23 INITIAL SUBMISSION AM I . 09/08/23 REV 1 NV i SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C12 OF C13 1 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT / ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER / O SEWER MANHOLE © GAS MANHOLE / ® SEWER VALVE ® GAS VALVE J 6+30 • - EXISTING AXS 900 HH AT ❑7S TRAFFIC SIGNAL GAS METER 042.57456382,-114.45064600 / SEE DETAIL#1000-000 © COMM MANHOLE ® WATER VALVE GR/GB:Y/ISO:Y © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE 16'x 16'TDS EASEMENT CULVERT U/E ® CATCH BASIN �� I J 6+15 I---I SAWTOOTH db _,. ELEMENTARY SCHOOL ;o \o , �W oz REV 1 CONDUIT ADDED — i coo cos c a co a✓ co coq, ao W ci 17 I REV 1 r .,... CONDUIT REROUTED j FROM MADRONA ST N v /b M/N I M/a M/a - PREPARED FOR: w W ETILSON /W _. 9Q T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS L:290' I A 5+86 PLACE NEW DB(1)1.25" DATE DESCRIPTION INITIAL A 14"OX24"AXS 400 LT DUTY HH AT 03/24/23 INITIAL SUBMISSION AM 042.57398126,-114.44991776 09/08/23 REV 1 NV ACCESS POINT IDA000-003 w I GR/GB:Y/ISO:N _ � SCALE o SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C13 OF C13 1 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898HA 09 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- �I I—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 fI-11I1-1-1I1-1 03/24/23 INITIAL SUBMISSION AM I—I I I—I I h ALIGNMENT STATION(FT) 25 4"BORE HEAD. 09/08/23 REV 1 NV —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 0898HA 09 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898HA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � tf tt Oy� 1y1 �T+ TTT TTT +++ 1 11 �1 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 DRA WAGAND TIMCOPYROGHT DRAWN:A Du Tod IDeaMirtp140 1 TFtER£JP n THE PROPP IYOf lVAA ATrO _ M4A-AXS-400R-ASSY-TDS REVISIONS MAT NOT Be COPm WHOLLY OR.1 - DATE DESCRIPTION INITIAL PART.At10 THE COrr&M-HEREOF MAY CHECKED: D"^''g-,T'e NOT bE D(SCLOSED TO ANY THIRD0/ /23 INITIAL SUBMISSION M4A-AXS-40OR-A$$Y-TD$ 09/08 NV REV 1 NV P"TTES"THOLr Ws?r-e1 COtnert- DATE: 14/10/20Z0 IWW8-OLf—1 AFR+cA SCALE(A3): 1:6 2o1SIW106/07 EVERfTE FACTORY PROMS.f-EEVELBERG SCALE ROAD(RSSOI,KLI IVER 1871 PO80X672KUPRIVER1871 SIZE BSHEET: NTS MIDVAAL,GAUTENG SIZE D SHEET: NTS '5-+27 11 OW 702E MAIL_wio*ff o.Com SHEET D02 O F D 16 FILE NAME:TDS TWINID 0898HA 09 AXS 400 HH DETAIL 0 DIG -- Dig Line,Inc. 811 or 800-342-1585 TOP VIEW T ` TWINID 0898HA 09 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 infoOtlsenlech.00m W DQAWAING ANC TF1E COPVROGW DRAWN: A Du Tort "HEREOF 6TMPQOPPEA Y OF MaA Am M4A-AXS-40OR-ASSY REVISIONS �4G5 38 MAT NOT W WHOUT 00 14 DATE DESCRIPTION INITIAL PART.AMID"CO"lTSlP1�16AAY CHECKED: D.ewograe. 03/24/23 INITIAL SUBMISSION AM NOT K 06CL06ED TO AfJY JIM M4A-A -4 -A�Y 09/08/23 REV 1 NV PAR",WS*rR$Ou-lWRIT,&.,COP412W. DATE: 17/08/2020 MAN1101.ES&M:RICA SCALE(A3): 1:6 201512WI06M7 EVER"FACTORY PRl1.13E5.11IME1.8ER3 SCALE ROAD IRSM,%.[LONWER 1871 SIZE B SHEET: NTS PO BOX 672 KL0V VElR 1871 MOVAAL,GAUBJG "4j SIZE D SHEET: NTS TEL-+27 11 900 7= SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898HA 09 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898HA 09 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 2T.89 A I 20.79 19.69 20,79 , T I L S O N NQ On a Mission T: (207)591-6427 F: (207)772-3427 ?.99 TM IDRAVAOGAI+o THE OOPYR1Gt DRAWN: A Du Torf [>rowe>ArlO. infoOtIsonlecn.com TMRI50F 15 TM PROPPEI Y Of M&A A74D M4A-AXS-500R-ASSY MAY PO 77,BE COPIED WHOLLY OR it REVISIONS PART.AI4D THE Care rS THMEOf MAY CHECKED: Drawing Tale DATE DESCRIPTION INITIAL t NIOT 6E DISCLOSED TO ANY TKRD - 500R An CHAMBER REV001 03/24/23 INITIAL SUBMISSION AM PA VIES WDTHOUT WTtCTEIJ Ca 4SEW- DATE: 12/08/2020 09/08/23 REV 1 NV SECTION A-A SCAL�A3�.1.7 A� 2o1sr3aolos�rn �L =u EVEIRITE FACTORY PR9WSS,HECeJH ?G . 0 21.85 — ROAD(RSSO).KUPRWER 1871 SCALE PO5ox 672 KUPRIVER 1571 SIZE B SHEET: NTS MD VAAA-GAL'"54G �J — -U:. 11 903 7023 y NETWORKS SIZE D SHEET: NTS MOML 91fo111111"WaA m SHEET D04 OF D16 FILE NAME:TDS TWINID 0898HA 09 AXS 900 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 0993 0610 0898 r- 0558 SE C T10N A_A TWINID 0898HA 09 —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 LS / j 03/24/23 INITIAL SUBMISSION AM 09/08/23 REV 1 NV DRAVM 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 0898HA 09 CHARLES 101 - 8"XT PEDESTAL : DIG Dig Line,Inc. 811 or 800-342-1S85 TWINID 0898HA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 ? . 5 INSIDE .•s 7. 5 ' ' PADLOCK INSIDE %* HASP .I D I 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM 09/08/23 REV 1 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 Nll 01 I-I1000'NP SNIIT I Of 1 IEMDIUCED. CRIE1 90 4F0 I.A°r M°■p IETII°E°T.l TO THFII IITEOTS FILE NAME:TDS TWINID 0898HA 09 CHARLES 104 - 12"X1 1 " PEDESTAL : DIG Dig Line,Inc. 811 or 800-342-1S85 12 . 00 TWINID 0898HA 09 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r- 4 I 1 . 25 INSIDE _= LOCKING- _ HASP I I I I 22 , 00 I 38 . 08 I 1 10 . 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com I REVISIONS DATE DESCRIPTION INITIAL I 03/24/23 INITIAL SUBMISSION AM 09/08/23 REV 1 NV 21 37 SCALE . 150 I SCALE SIZE B SHEET: NTS SIIE De�wlwG No. ISs SIZE D SHEET: NTS I qp � B 10 4 H 0 I I - I I O O O W P �E SHEET D07 OF D16 THIS 11 TIE PKPE9T'Ci COPLES 10wMIES LTD 440 SN-LL IItT tE CO FRL 111E pEtpDO'CES� CMIFF 0►us I��r�ru�ES Dl7�I�EMT�I TO TBIIS I�idE5T5. Kr1E I25 IOC H01 1-1 1 000/P SHEET FILE NAME:TDS TWINID 0898HA 09 TFSD-301 TYPICAL TRENCH .-- DIG- Dig Line, Inc. 2 14 TWINID_0898HA_09 3 r-ID- TWIN FALLS,ID FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 0 p ° 0 e SUBGRADE OR Jp o NATURAL GROUND 1 1 \O�0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° i o° PROPER SHORING 0 /T\� \ OR LESS THAN 5' Dp j/�\ L E G E N D °0 ,O° %\ 6 O1 CUT BACK, 12" MINIMUM. 12 p O /� O2 SURFACE REPAIR WIDTH, 6' MINIMUM. O ,O p 0 \ \ O3 EXISTING SURFACE. F C ° w w o \\ Op 13 xC \ EXISTING BASE. V) O O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w a �\ o O 75 00°\ 7 © TRENCH BACKFILL PER SECTION-306. oi Op°0 00° 0_0 vo° 0 O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww � a°>°° 16 6" MIN. \� a L4 \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH // STABILITY (PER SECTION-304). ZE d \ SIDE O ° \�\ j a UNDISTURBED SOIL (TYP). jV `, NOTE B � 11 NEW PAVEMENT AND BASE. \\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10 OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 77 REVISIONS SECTION 307). 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 17 ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON 0 TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFILL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 0 wmAt nissioN Ann 09//08/23/23 REV 1 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 0898HA 09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. 9 13 9 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 TWINID_0898HA_09 0 TWIN FALLS,ID EXISTING ASPHALT EXISTING 7 10 MATERIAL DESCRIPTION QTY ACTUAL 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 11 6 5 EXISTING 0— OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" O I EXI STIN G PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE (MIN.) UNLESS A GRAT R DEP HS OTH OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDHS ARE O MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL RI ON EACH SIDE TO EXPOSE EXISTING FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF B. INSTALL NEW ASPHALT TO GRADE FABRIC. CONCRETE PAVEMENT. C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O9 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 03/24/23 INITIAL SUBMISSION Ann PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 09/08/23 REV i NV 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS OF NO. TFSD- 3 0 3 SIZE D SHEET: NTS TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TDS TWINID 0898HA 09 SD-304 GRAVEL ACCESS ROAD DIG Dig Line,Inc'811 or 800-342-IS85 W/2 W/2 TWINID 0898HA 09 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 AGGREGATE BASE COURSE Q PLACE 3- OF 3/4" ROADMIX GRAVEL. 70 ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 03/24/23 INITIAL SUBMISSION AM APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 09/08/23 REV I NV DRY DENSITY. 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 0898HA 09 TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898HA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 a d O Gd 8 4 EXISTING CITY UTILITY LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF OA USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 09/08/23 REV i NV 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 0898HA 09 SD-307 BORING AND JACKING DETAILS DIG Dig Line,Inc. 811 or 800-342-1S85 4 TWINID 0898HA 09 1 raft-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. 03/24/23 INITIAL SUBMISSION AM 09/08/23 REV 1 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 0898HA 09 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898HA_09 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 f% 2 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. O4 3/4" TYPE I CRUSHED AGGREGATE BASE. OS SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L 5 0 .k OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 03/24/23 INITIAL SUBMISSION Ann © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 09/08/23 REV 1 NV OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 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 0898HA 09 DIGUOIE. TFSD-802 TYPICAL RURAL STREET SECTION . �- Dig Line,Inc. 811 or 800-342-158S STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWINID_0898HA_09 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S 3 e SL E S f N P\E �I 3 , I� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT k BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O HMA PLANT MIX PAVEMENT SURFACE COURSE. 0 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT—OF—WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND I L 5 0 N TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. FO STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT 03/24/23 NITAL AlssloN Ann REV DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. o9/oa/z3 Rev t NV HO BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898HA 09 DIG�tOE. TFSD-803 TYPICAL PAVED ALLEY SECTION . �- Dig Line,Inc. 811 or 800-342-158S R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5"FFIIIIIIIII,, 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID_0898HA_09 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION oTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 880 8 ooga000a000ao0oa000ao 800 8 08 a 8 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 2 8" THICK CONCRETE 2% RIBBON CURB O O O O O 4" OF 3/4" MINUS gg^O O ^O_�?�^O_�?�^O_�?��0_R��O°��o0 Q� CRUSHED GRAVEL 4 fv� fv� (VT✓ fv� (V�/ }v'� (v�/ fv�/ O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH 2 F/L 3" BELO OWN AND EDGE 1 2 LEGEND TYPE IV-NEW ALLEYS O HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. ' L 5 0 N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. T: (207) 591-6427 F: (207) 772-3427 NOTES: info®tilsontech.com OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS OB ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 03/24/23 INITIAL SUBMISSION Ann OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF 09/08/23 REV 1 NV USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. Q SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FDl6 FILE NAME:TDS TWINID 0898HA 09 TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898HA_09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 09 OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL—DE—SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM TOTAL 10.5 23.0 26.0 09/08/23 REV 1 NV PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT& BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898HA 09