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HomeMy WebLinkAboutTWINID_0898GA_02_REV2 DFN NAME : TWINID 0898GA 02 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID � '' T - falls•Av� f .• , . ... i- -Fa11s —' ` -. ___ � _._._,� Fart Av �'-' "� `�c � � 93 � � t •_ � , s e E Fall,Ave E " _- - +v,; •z San la�ue ve �_� + 4�; 1 L � 1 7 • � "' RlVilmore Abr � � M 7 � � � • �� L _.. `.OI ,1 � . -.. f • �`'n.zr� Dr Ranctio�Vista art t oy . . �_ -- _ Caswell Ave - - •', • -; # 1 �� � ' ' L '- t �, •. . -,. r, � •,. � 111 D •`Jb � �' .Stadium t31 - .� �• - .-±�'• �. Grant Avg •S r �r - . _n , . -f, A • Ides Dr ,o �.. • 'V n ,4ti e � . . •a _ s_ Frp '� �� 't' :' �; O c• a - : . -•3� .. t .k .. � � •� s'C• �".3 .,. w � Qr l� � ems•' � C 1 .� i � f �•�►.���L •"' Q` s t�'��. •1 � it 1 • a, �� ', .m � ,�- 1 Gent M � � •—` �_: • - w ♦:�, �� • .� � '� `► �7 � ••� . � 3 ' �� l .o' -a:�'. �_..1 o —�_-- -Filer �vN .hllec.Ava E ��: �'� Filer AY - '•- �,- , ,tom_ �• � ► m — -- c TDS . ig Line,Inc. TWIN ID-0898GA-02 r TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL LA ; ONO more Xvc w •• �� • Ila a-`R�a kfio Vista IF- ce AC • t� . •- � — , Sci,;A 49 1& um . � ta • - is Way def Dr . io c . p r � _ a _ u , ore; _ i ; , • ' , _ �� o . � ire Frees ri CD • . �' '� 0 40 r . . VA infoOtilsontech.com Filer Ave E ' • • . _. • Rusty, Ct K ngyg PERMIT JURISDICTION: •- �. - . o FILE NAME: .TWINI -0898GA-02 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_02 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . COI-C24 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 I" PEDESTAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 12/30/22 INITIAL SUBMISSION RNC . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 08/01/23 REV PF E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 09/20/23 REV AVM . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 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:TWINID 0898GA 02 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 02 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 12/30/22 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ 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:TWINID 0898GA 02 ® 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 12/30/22 TWINID 0898GA 02 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. SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - ADDED CANAL AND RE-ROUTE 08/04/23 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. TO AVOID CANAL CROSSSINGS 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 REV 2 - CANAL RELOCATION AND 09/20/23 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL CONDUIT AND OPTITAP RE-ROUTE 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%x"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 2/30/22 INITIAL SUBMISSION RNC 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 08/01/23 REV t PF THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH 09/20/23 REV 2 AVJ 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:TWINID 0898GA 02 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 0898GA 02 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 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— — 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 68G 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 12/30/22 INITIAL SUBMISSION RNC GAS VALVE(GV) ® EXISTING STORM DRAIN LINE SD 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ 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:TWINID 0898GA 02 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 W GAS LINE WATER MAIN SS SEWER SD STORM DRAIN =(2L;1 77' L:27' —E POWER LINE 5" I DB(1)1.00" - E] ELECTRIC HANDHOLE QELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET B 1+66 PLACE NEW B 2+30 PLACE NEW D 2+93 PLACE NEW ELECTRIC MANHOLE 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT ® TRANSFORMER 042.57497729,-1 14.45059695 042.57501679,-1 14.45041 188 042.57498173,-1 14.44964745 LIGHT POLE ACCESS POINT ID:#1000-001 ACCESS POINT ID:#1000-002 ACCESS POINT ID:1000-003-3 O$ SEWER MANHOLE © GAS MANHOLE R GR/GB:N/ISO:N \ GR/GB:N/ISO:N GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE I • B 2+15 ❑n 39 TRAFFIC SIGNAL GAS METER D 3+ L:64' © COMM MANHOLE ® WATER VALVE DB(2)1.25" COMM HANDHOLE HYDRANT � 1771 ® COMM PEDESTAL `l91' WATER METER DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT L:151' SAWTOOTH DB(2)1.25" I iAKu O 5 ELEMENTARY / SCHOOL D 4+69/E 0+00 PLACE NEW F Ave E C24 L:15' I 14"OX24"AXS 400 LT DUTY HH AT DB(a)1.25" 042.57455312,-114.44992640 / 3 a Cob tAVe C22 ACCESS POINT GB:Y 0ISO:YLi A 0+00/B 0+00/C 0+00 PLACE NEW GR/GB:Y/ISO:Y D 14"OX24"AXS 900 HH AT 042.57456382,-1 14.45064598 3 � C(1ZS � cis C20 ACCESS POINT ID:#1000-000 - = C GR/GB:Y/ISO:Y a Dr L:159' DB(1)1.00" co cn c18 • O 16'x16'TDS EASEMENT '^ Co CO 04 ( I �/' z a C08 iACt 1 > L:76' M > > c DB(1)1.25" I a 1IL c � C09 8--1 Cl a 5 10'UTILITY EASEMENTj n Fk1#Ve C16 C17 D 5+45 PLACE NEW TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000441856 I—+ 042.57434474,-1 14.44992506 L:159' ACCESS POINT ID:1000-003-4.1 PREPARED FOR: DB(2)1.25" GR/GB:Y/ISO:Y ' r ' A l+74/C 1+74 REV 2 REROUTED CONDUIT- T I L S O N REV 2 REV 1 ALIGNMENT A REROUTED CONDUIT- T:(207)591-6427 F:(207)772-3427 REV 1 ALIGNMENT C info@tllsontech.com Lass' L:a1a' ✓ REVISIONS a M/a DB(1)1.25 I- DB(1)1.25" A 3+53 I A 3 62 DATE DESCRIPTION INITIAL L — J 12/30/22 INITIAL SUBMISSION RNC DR 08/01/23 REV 1 PF A 3+52 A 3+64 09/20/23 REV 2 AVJ ---- ---- ---- ivcl Stadium Blvd Stadium 81SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO1 OF C24 2 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_0898GA_02 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 WSTADTII1vT— \ I W— —SD— STORM DRAIN BLVD J / —E POWER LINE E] ELECTRIC LE Q ELECTRIC VAULT R/W R/W R/W R/W R/W METER ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE SEWER MANHOLE © GAS MANHOLE - w ® SEWER VALVE ® GAS VALVE `t ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE a' © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER REV 2 HH 3000-001-15.2 OD DRAINAGE MANHOLE C-0)UTILITY POLE REMOVED I ® CATCH BASIN CULVERT i 3 i ',%iKu Or.S � FaAKAve E Pj c24 3 C06 lSan Ave C22 1 W REV 2 4--1 REMOVED CONDUIT- n C0j C Cl C20 REV 1 ALIGNMENT G a r i co C11 C18 O CO CO 04 (n Z O rn C08 ;C1 1 > rn C a45- C09 �1 C1 a REV 2 5 HH 3000-001-15.1 REMOVED \ / Fd�r161ve C16 C17 � O REV 2 �I (� REROUTED CONDUIT- REV 1 ALIGNMENT C j I U 1+49 PREPARED FOR: � EXISTING AXS 400 LT DUTY HH AT ' 042.57312802,-1 14.45040150 IF PLANNED STRUCTURE f (SEE DEN:TWINID_0898HA_09) A IS NOT YET INSTALLED, ETI L S O N CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#4000-001 GR/GB:N/ISO:N T:(207(591-6427 F:(207)772-3427 3 info@filsonfech.com of REVISIONS -REV 2 DATE I DESCRIPTION INITIAL of HH CLAIMED BY HA_09 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ ---- REMOVED CONDUIT- 1 SCALE REV 1 ALIGNMENT G SIZE B SHEET:1 =50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO2 OF C24 2 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_0898GA_02 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 - - _ IS SEWER —nS IN E POWER IL ELECTRIC HANDHOLE Q ELECTRIC VAULT /WB R/W W DW. ELECTRIC METER m ELECTRIC CABINET REV 2 A 5+88 PLACE NEW _F / L:138' R ® ELECTRIC MANHOLE TRANSFORMER REROUTED 14"OX24"AXS 400 LT DUTY HH AT L:328'_ A 9+16 PLACE NEW L:196' DB(2)1.25" LIGHT POLE CONDUIT- 042.57397971,-114.44927244 DB(1)1.25" 14"OJX24"AXS 400 LT DUTY HH AT DB(1)1.25" O SEWER MANHOLE © GAS MANHOLE REV 1 ACCESS POINT ID:3000-001 042.57398168,-114.44805471 A 1 1+12/H 1+38 ALIGNMENT A GR/GB:N/ISO:N L 100 ACCESS POINT ID:3000-002 ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:N REV 2 ❑n TRAFFIC SIGNAL GAS METER HH 3000-002-1/2 REMOVED © COMM MANHOLE ® WATER VALVE OPTITAP:20/80 I PLACE NEW « © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT I L:172' ^ PLACE 0X24 NEW AXS 400 LT DUTY HH AT I 042.57373462,-114.44805510 DB(1)1,25" ® COMM PEDESTAL l�1 WATER METER " " ACCESS POINT ID:3000-002-1 GR/GB:N/ISO:N QD DRAINAGE MANHOLE � 14 )UTILITY POLE 042.57374343,-1 14.44926280 I REV 2 ' ® CATCH BASIN CULVERT ACCESS POINT ID:3000-001-1 I OPTITAP:20/80 I NEW OPTITAP& ` w GR/GB:N/ISO:N CONDUIT ROUTE- i1iKu Or S j REV 2 ALIGNMENT FaAKAve E PI C24' 3 N 1 \ 10'UTILITY EASEMENT ( L:400' 3 a Cob San ,Ave C22 TWIN FALLS COUNTY H 3+09 PLACE NEW , U L'200 DON FALLS COUNTY I 14"OX24"AXS 400 TIER 8 HH AT D 1 042.57350802,-114.44732630 ACCESS POINT ID:#3000-003-1 n C0j Ct C20 L:200 GR/GB:N/ISO:N = �+r 10'UTILITY EASEMENT "40a r , LLI TWIN FALLS COUNTY REV 2 CO C1l C18 Lu DOC#:0000441857 F I 1 RENUMBERED HH O CO Z CO 04 L3 T _ OPTITAP:20/80 0 - REV 2 m C08 ;C1 1 > OPTITAP:30/70 REMOVED CONDUIT rn a PLACE NEW OPTITAP:30/70 C09 U 14"OX24"AXS 400 LT DUTY HH AT L 042.57334839,-114.44926540 PLACE NEW L'166 5 r ACCESS POINT ID:3000-001-2 3 14"OX24"AXS 400 LT DUTY HH AT DB(1)1'25 I n Fkri#ve C16 C17 Q _ GR/GB:N/ISO:N 1 I Q 042.57329435, 114.44805090 \> ACCESS POINT ID:3000-002-2 GR/GB:N/ISO:N REV 2 PREPARED FOR: REMOVED OPTITAP L:200' REV 2 � HH 3000-002-2 RELOCATED REV 2 RELOCATED& ETILSON — REV 2 RENUMBERED HH I REMOVED CONDUIT T(p7if com427 F: l2 3427 H 4+75 PLACE NEW nfo@ilsoniech 14"OX24"AXS 400 LT DUTY HH AT REVISIONS L:200' 042.57305336,-1 14.44732767 �j w ACCESS POINT ID:3000-003-1.1 I DATE I DESCRIPTION INITIAL GR/GB:N/ISO:N 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF REV 2 I 09/20/23 REV 2 AVJ ' REMOVED OPTITAP&CONDUIT- ll REV 1 ALIGNMENT H I SCALE 643 SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC CO3 OF C24 2 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_0898GA_02 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 #C18 GAS LINE W WATER MAIN --- SS SEWER SD STORM DRAIN Stadium • —n E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT W DB(2)1.25" lb ELECTRIC METER m ELECTRIC CABINET R/W 1�— — (E) ELECTRIC MANHOLE 2 PIPES AT' 13+86/J 11 +37 RIW TRANSFORMER f LIGHT POLE 1 CABLE �DB(3)1.25"r REV REROUTED CONDUIT- QS SEWER MANHOLE © GAS MANHOLE REV 1 ALIGNMENT A, ® SEWER VALVE ® GAS VALVE ❑ A 12+50/H 0+00/J 0+00/M 0+00 REV 1 ALIGNMENT M n TRAFFIC SIGNAL GAS METER PLACE NEW I REV 2 © COMM MANHOLE ® WATER VALVE 22"OX21"AXS 500 HH AT I NEW HH AND COMM HANDHOLE HYDRANT 042.57398072,-1 14.44681536 CONDUIT ROUTE- © ACCESS POINT ID:#3000-003 REV 2 ALIGNMENTS _ ® COMM PEDESTAL Q WATER METER GR/GB:N/ISO:N W I O DRAINAGE MANHOLE C-0)UTILITY POLE S 1+45 PLACE NEW ` REV 2 14"OX24"AXS 400 LT DUTY HH AT ® CATCH BASIN CULVERT HH 3000-003 RELOCATED, I 042.57371564,-114.44610056 `, NEW OPTITAP ROUTE /r�IL\ ACCESS POINT ID:3001-001.2 ai�Cu Dry GR/GB:N/ISO:N FaAKAve E PI C24' L:177' `j DB(1)1.25" I G C06 San1Ave C22 _ L:81' Ll U DB(1)1.25" C C1 C20 L:56' REV 2 Cr REV 2 DB(1)1.25" NEW HH AND Ca L)r LLI RENUMBERED HH DB(1)1.00" CONDUIT ROUTE- CO 711 C18 w REV 2 ALIGNMENTS J 3+13/S 0+08 — REV 2 ALIGNMENT T I Co Co oa S 0+64/T 0+00 PLACE NEW o --- 14"OJX24"AXS 400 TIER 8 HH AT Li O DB(2)1.25 k 042.57349441,-114.44610324 m - r C08 lA ;Ct 1 > DB(1)1.00"I` > I ACCESS POINT ID:#3001-001.1 v c J 3+21 /S 0+00 PLACE NEW ( I GR/GB:N/ISO:N r a c 14"OX24"AXS 400 LT DUTY HH AT ` C09 U 042.57347054,-1 14.44631 105 ACCESS POINT ID:3001-001 I FTI GR/GB:N/ISO:N 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT QFI#Ve C16 C17 Q I TWIN FALLS COUNTY TWIN FALLS COUNTY DOC#:0000513417 DOC#:00005---6412 REV 2 L-39 LATERAL PREPARED FOR: ° LATERAL 39 RELOCATED w " \ 10'UTILITY EASEMENT � TWIN FALLS COUNTY L.16T DOC#:0000536412 DB(1)1.25" REV2 w U/EConcordiaETILSON NEW HH AND T:(207(591-6427 F:(207)772-3427 CONDUIT ROUTE- F, 7.5'UTILITY EASEMENT info@tllsontech.com REV 2 ALIGNMENTT TWIN FALLS COUNTY I REVISIONS L.176- T 1+67 PLACE NEW DOC#:0000536412 DATE I DESCRIPTION INITIAL DB(1)1.25" n, 14"OX24"AXS 400 LT DUTY HH AT 3 12/30/22 INITIAL SUBMISSION RNC 042.57303518,-1 14.44610190 08/01/23 REV 1 PF L:31' ACCESS POINT ID:3001-001.3 1 DB(1) REV 2 AVJ 1.00" GR/GB:N/ISO:N / 09/20/23 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C04 OF C24 2 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_0898GA_02 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 GAS LINE w WATER MAIN SS SEWER —SD STORM DRAIN —E POWER LINE M/ZI i r / 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 \ C COMM MANHOLE WATER VALVE COMM HANDHOLE HYDRANT i ® COMM PEDESTAL Q WATER METER Q-\ O DRAINAGE MANHOLE 0 UTILITY POLE jw ® CATCH BASIN CULVERT w 1SiKb Dr S F Ave E C24' � c06 t Ave c22 ^ cod C2a c, L:328' DB(2)1.25" ur r c C11 C18 L:23' O DB(1)1.00" ^ col, Z CO 04 B 4+07/D 0+00 PLACE NEW V I 22"OX21"AXS 500 HH AT C08 iA C, , > 042.57550317,-114.45040920 10'UTILITY EASEMENT p rn > e ACCESS POINT ID:#1000-003 TWIN FALLS COUNTY rn a45 GR/GB:Y/ISO:Y DOC#:0000441856 C09 �1 Cl a \ *t 5 D 0+98 PLACE NEW n Fd�rl#ve C16 C17 14"OX24"AXS 400 LT DUTY HH AT I--L • D 0+20 042.57541232,-1 14.45007124 ACCESS POINT ID:1000-003 1 PREPARED FOR: L-98' GR/GB:N/ISO:N DB(1)1.25" D 1+19 ' 10'UTILITY EASEMENT �r TWIN FALLS COUNTY ETILSON I � DOC#:0000441856 T:(207(591-6427 F:(207)772-3427 DB(1)1.00" info@tilsonfech.com \� REVISIONS D DATE DESCRIPTION INITIAL 2+07 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT 12/30/22 INITIAL SUBMISSION RNC 042.57518221,-114.44981777 08/01/23 REV 1 PF ACCESS POINT ID:1000-003-2 09/20/23 REV 2 AVJ 2 PIPES GR/GB:N/ISO:N L:86'1 SCALE DB(1)1.00" SIZE BSHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C05 OF C24 2 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_0898GA_02 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 d' jo — IS SEWER SD STORM DRAIN —E POWER LINE Y .Z7 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER `I LIGHT POLE SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C Q UTILITY POLE LMAI-1— — - ® CATCH BASIN CULVERT nn/a 1 `. 0iKu Dr S � u I — M _M I"Ave E 121 C24' 3 .. San Larue Ave ? C06 IAVe C22 R/W R/W ^ C0.� C Ct C20 -103 r I CO Ctl C18 CO CO 04 z a L:309' = Gca DB(2)1.25" I rn C08 iA ;C1 1 > e 10'UTILITY EASEMENT C09 5 t Cl TWIN FALLS COUNTY DOC#:0000441856 OPTITAP:10/90 F �r _ � ,blve C16 C17 PLACE NEW IV 14"OX24"AXS 400 LT DUTY HH AT I--� 042.57641 103,-1 14.45012417 ACCESS POINT ID:1000-004-1 PREPARED FOR: GR/GB:N/ISO:N L: ' • �- ' 100' L:,00' L:3UU' ETILSON / Now Y B 7+35 PLACE NEW OPTITAP:10/90 T:(207(591-6427 F:(207)772-3427 / 14"OX24"AXS 400 LT DUTY HH AT info@filsonfech.CoM 042.57640242,-114.45040765 REVISIONS ACCESS POINT ID:1000-004 GR/GB:N/ISO:N 10'UTILITY EASEMENT DATE DESCRIPTION INITIAL TWIN FALLS COUNTY 12/30/22 INITIAL SUBMISSION RNC ' \ 2 PIPES PLACE NEW DOC#:0000441856 08/01/23 REV 1 PF 14 OX24"AXS 400 LT DUTY HH AT 09/20/23 REV 2 AVJ / 042.57640955,-114.44984147 J —� ACCESS POINT ID:1000-004-2 SCALE GR/GB:N/ISO:N SIZE BSHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:I"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF C24 2 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_0898GA_02 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 SD STORM DRAIN E] E POWER LINE IL ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET I ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE = O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE fY t ❑n TRAFFIC SIGNAL GAS METER 3 I © COMM MANHOLE ® WATER VALVE f■ N © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT I f —NOW AveE C24' a C06 t Ave C22 D 4 C0j cis C20 MIN = r � co cn c18 — M N MIN O cof co 4 ry - U) 1 Z a` i- m C08 lA mac, , > - Ammrn y W a e■��� W W Cog 8--1 cl a ■ II 5 � MIN '\ R/YV AA/11 _R/W I n Fie_ri#ve C16 C17 B 13+35 PLACE NEW N B 12+37 , = 14"0X24"AXS 400 TIER 8 HH AT • ',�—B 1 1+48 (A) 4- 042.57761019,-1 14.45105913 ACCESS POINT ID:#1000-006 B 12+03 PREPARED FOR: �. GR/GB:Y/ISO:Y ;u y L:291' 10'UTILITY EASEMENT DB(2)1.25" IN FALLS COUNTY T I L S O N DOC#:0000441856 B 10+44/P 0+00 PLACE NEW 22"OX21"AXS 500 HH AT P 1+21 PLACE NEW T:(207(591-6427 F:(207)772-3427 14OJX24"AXS 400 LT DUTY HH AT 042.57725072,-1 14.45040198 " info@filsonfech.com ACCESS POINT ID:#1000-005 042.57725270,-114.44995405 REVISIONS GR/GB:Y/ISO:Y ACCESS POINT ID:1000-005-1 GR/GB:N/ISO:N DATE DESCRIPTION INITIAL L:121' 12/30/22 INITIAL SUBMISSION RNC DB(1)1.00" L:121' 08/01/23 REV 1 PF 0 DB(1)1.00" 09/20/231 REV 2 AVJ 2 PIPES SCALE 3 n SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C24 2 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_0898GA_02 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 •u••u•u•••••• 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 C 6+09/U 0+28 `l I I I SD STORM DRAIN U 0+80 —n E POWER LINE C 6+36/U 0+00 PLACE NEW I IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 39"OX39"AXS 900 HH AT REV 2 lb ELECTRIC METER m ELECTRIC CABINET 042.57293268,-1 14.450701 10 CONDUIT CLAIMED BY HA_09 / ® ELECTRIC MANHOLE ACESS POINT ID:#3000-000 I ` TRANSFORMER GR/GB:Y/ISO:Y �:121' LIGHT POLE L:28' DB(1)1.25" / O$ SEWER MANHOLE © GAS MANHOLE 16'xl6'TDS EASEMENT DB(2)1.25" REV SEWER VALVE ® GAS VALVE 3 HH 3000-001-15 1 TRAFFIC SIGNAL GAS METER REMOVED / � \/ REV 2 © COMM MANHOLE ® WATER VALVE REV CONDUIT- © COMM HANDHOLE HYDRANT HA NODE RELOCATED REMOVED \ / ALIGNMENT S ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE C UTILITY POLE REV 2 < ® CATCH BASIN CULVERT REMOVED OPTITAP ` - &CONDUIT- aiKu DES REV 1 ALIGNMENT G i� L-39A LATERAL F Ave E C24 • REV 2 I < REV 2 3 a Cob San1Ave C22 HH 3000-001-14 HH 3000-001-14.1 D do REMOVED 1 REMOVED C Cl C20 4 < = C� r co C1l C18 REV 2 0 u REMOVED OPTTAP I <` m C08 iA Cl 1 > 1 &CONDUI m > C REV 1 ALIGNMENT G ` I C09 �1 Cl sa �I.� 5 � L-39 LATERAL �h n Fkrj#ve C16 C17 �.. < " TWIN FALLS HIGH SCHOOL N PREPARED FOR: 3 REV HH 3000-001-13 \' ETILSON REMOVED T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS JDATE I DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C08 OF C24 2 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_0898GA_02 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 #C08 GAS LINE W WATER MAIN I� SS SEWER 1 —SD— STORM DRAIN n E POWER LINE 3: E] ELECTRIC HANDHOLE Q ELECTRIC VAULT S _ ` I ELECTRIC METER m ELECTRIC CABINET loo • \ t� ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE LJ - O SEWER MANHOLE © GAS MANHOLE REV2 <\ ® SEWER VALVE ® GAS VALVE REMOVED OPT 1 TRAFFIC SIGNAL GAS METER &CONDUIT- REV 1 ALIGNMENT G / © COMM MANHOLE ® WATER VALVE •• / © COMM HANDHOLE HYDRANT / ® COMM PEDESTAL Q WATER METER ••• 1 �/11 O DRAINAGE MANHOLE 0 UTILITY POLE REV 2 / ® CATCH BASIN CULVERT / HH 3000-001-12 RPN REMOVED hLvio Dr t / Fe"Ave E 121 C24 REV 2 «< / REMOVED OPTITAP 1 �� a Sa Ave &CONDUIT- J C06 , C22 REV 1 ALIGNMENT G DTJ IA I 1 A C0j C, C20 c0 C„ C18 CO 04 Amp-� I I (n CO Z a ol TWIN FALLS HIGH SCHOOL < rn C08C1 1 e / rn ' . / J r 3 45 c09 �, c, a L-39 LATERAL HH 3000-OO1V12 \ / FdeLrtblve C16 C17 REMOVED <� 1 I I <� PREPARED FOR: < _ ETILSON — - < T:(207(591-6427 F:(207)772-3427 �7 info@filsonfech.com F - REVISIONS DATE DESCRIPTION INITIAL 3 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ _ SCALE tir �ft c�_ SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C09 OF C24 2 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_0898GA_02 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. 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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 OPTITAP:40/60 ' — SS SEWER / SD STORM DRAIN OPTITAP:40/60 I 1 I —E POWER LINE 1\ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT I ` PLACE NEW PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT I ELECTRIC METER m ELECTRIC CABINET 042.57293754,-114.44926280 ! , 042.57284991,-114.44804920 11 ® ELECTRIC MANHOLE ACCESS POINT ID:3000-001-3 i ' ACCESS POINT ID:3000-002-3 TRANSFORMER LIGHT POLE GR/GB:N/ISO:N GR/GB:N/ISO:N ® REV 2 > OS SEWER MANHOLE © GAS MANHOLE REV 2 REMOVED OPTITAP&CONDUIT- I ® SEWER VALVE ® cAsvALVE OPTITAP&CONDUIT REV 2 REV 1 ALIGNMENT H ( (� \ REMOVED HH 3000-002-3 _ TS TRAFFIC SIGNAL G WAATTERER V VALVE RELOCATED © COMM MANHOLE ® WAL 5 � © COMM HANDHOLE � HYDRANT REV 2 REV 2 — REV2Of HH 3000-002-14 / ® COMM PEDESTAL WATER METER lip LATERAL 39RELOCATED OPTITAP REMOVED REMOVED i QD DRAINAGE MANHOLE )UTILITY POLE ® CATCH BASIN CULVERT 11M,D,S FaAKAve E PI C24 00 — — GSan C REV 2 I \ 3 � Cob lAve C22 U REV 2 L-39 LATERAL REV 2 REMOVED OPTITAP&CONDUIT- \I Y OPTITAP&CONDUIT OPTITAP REMOVED REV 1 ALIGNMENT H _ n Cl�k C cis C20 REMOVED OPTITAP:TERMINATING = r LI_I \ REV 2 PLACE NEW 14"OX24"AXS 400 LTD DUTY HH AT I CO Cl1 C18 IJ_I RENUMBERED HH 3 042.57241374,-114.44804620 REV 2 I O ACCESS POINT ID:3001-008-4 I RELOCATED& OPTITAP:TERMINATING GR/GB:N/ISO:N RENUMBERED HH, I Co ZF o 04 REROUTED CONDUIT- O REV 1 ALIGNMENT H C08 1ACl kif y'. L PLACE NEW I REV 2 m > e r 14"OX24" G 6+01 PLACE NEW a AXS 400 LT DUTY HH AT RELOCATED& rn42 I 042.57242450,-114.44926120 I RENUMBERED HH 14"OX24"AXS 400 TIER 8 HH AT C09 4- n cilf ACCESS POINT ID:3001-013 042.57254657,-114.44733140 U I ACCESS POINT ID:#3001-007-2.1 3 GR/GB:N/ISO:N A � GR/GB:N/ISO:N Q REV 2 r Fd�rl#ve C16 C17 F" HH 3000-001-5 , REV 2 uj REMOVED HH 3000-002-5 REMOVED PREPARED FOR: 1 REV 2 L:200' L:200' REMOVED OPTITAP 10'UTILITY EASEMENT i 10'UTILITY EASEMENT w / I TWIN FALLS COUNTY TWIN FALLS COUNTY L:193' ::E I \ DOC#:0000441857 DOC#:0000441857 = D1 ETILr 0 N G 4+09 PLACE NEW \� I REV 2 14"OX24"AXS 400 TIER 8 HH AT L.35' T:(2071 fo@til27 F:ch.c 772-3427 � DB(1)1.00" infoCs�filsonfech.com RENUM�40 042.57201723,-114.44732710 REV 2 ACCESS POINT ID:#3001-007-2 2 PIPES REVISIONS RENUMBERED HH OPTIT � GR/GB:N/ISO:N DATE DESCRIPTION INITIAL PLACE NEW PLACE NEW I OPTITAP:30/70 12/30/22 INITIAL SUBMISSION RNC 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT REV 2 I Y PF 042.57198152,-114.44926010 042.57197272,-114.44804970 09/2 /23 REV 1 ACCESS POINT ID:3001-012 ACCESS POINT ID:3001-008-3 RELOCATED& 0 /--- ---- ---- REV 2 AVJ GR/GB:Y/ISO:N — GR/GB:N/ISO:N RENUMBERED HH, - REROUTED CONDUIT- �I SCALE 58 REV 1 ALIGNMENT H OPTITAP:40/60 SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C24 2 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. 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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 #C04 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN REV 2 —E POWER LINE LATERAL 39 RELOCATED E] ELECTRIC HANDHOLE Q ELECTRIC VAULT \ ELECTRIC METER m ELECTRIC CABINET J 4+97 PLACE NEW ® ELECTRIC MANHOLE LIGHT POLE 14 OX24"AXS 400 TIER 8 HH AT TRANSFORMER 042.57298767,-1 14.44629351 I I i ? 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I NEW HH AND , PLACE NEW 12/30/22 INITIAL SUBMISSION RNC � ( OPTITAP ROUTE , � 08/01/23 REV 1 PF 14"OX24"AXS 400 LT DUTY HH AT \ 042.57198470,-114.44560050 09/20/23 REV 2 AVJ ACCESS POINT ID:3001-006-4 L:203' GR/GB:Y/ISO:N SCALE DB(1)1.25" \ SIZE B SHE ET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C24 2 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. 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REROUTED CONDUIT- a C06 5a tAve C22 UGR/GB:N/ISO:N REV 2 . REV 1 ALIGNMENT H D RENUMBERED HH I "I I C0j cis C20 Ur w CO clf cla w I G 2+03 PLACE NEW 3 O I I , 14"OX24"AXS 400 TIER 8 HH AT Co Co 04 I 042.57145439,-114.44732660 Z p` 01 I ACCESS POINT ID:#3001-007-1 O GR/GB:N/ISO:N rn C08 iA Cl 1 t e I a C09 �1 C1 I � 5 3 Q L:300' (� FdQ{lwe C16 ��C17 � L:zoo' - OPTITAP:20/80 "" PREPARED FOR: 10'UTILITY EASEMENT PLACE NEW I L:203' r' I TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25". DOC#:0000441857 I 042.57105594,-1 14.44804750 _ - ACCESS POINT ID:3001-008-1 GR/GB:N/ISO:N REV 2 T I L S O N REV 2 RENUMBERED HH& 1 RELOCATED& REREOUTED CONDUIT- T:(207(591-6427 F:(207)772-3427 RENUMBERED HH REV 2 REV 1 ALIGNMENT H info@tllsontech.com RELOCATED& J 18+41 /G 0+00 PLACE NEW I L:500' REVISIONS J 26+71 PLACE NEW RENUMBERED HH 14"St7X24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL 14"OX24"AXS 400 LT DUTY HH AT 042.57089619,-114.44732553 12/30/22 INITIAL SUBMISSION RNC 042.57090691,-114.44925778 ACCESS POINT ID:3001-007 08/01/23 REV 1 PF ACCESS POINT ID:3001-010 GR/GB:N/ISO:N OPTITAP:20/80 09/20/23 REV 2 AVJ GR/GB:N/ISO:N 10'UTILITY EASEMENT ---- ---- ---- i' TWIN FALLS COUNTY = I SCALE OPTITAP:20/80 r DOC#:0000441857 2 PIPES SIZE B SHEET:1°=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C14 OF C24 2 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C13 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 TRANSFORMER D / LIGHT POLE I / O REV 2 SEWER MANHOLE © GAS MANHOLE <\ NEW OPTITAP ROUTE I � ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER !\ © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT 1 � ® COMM PEDESTAL Q WATER METER 1 O DRAINAGE MANHOLE 0 UTILITY POLE CATCH BASIN CULVERT �\ I � 1 11iKu Or S F Ave E C24 REV 2 F 6+91 PLACE NEW I � RENUMBERED HH REV 2 14"OX24"AXS 400 LT DUTY HH AT San Ave NEW HH AND 042.57148100,-1 14.44559600 J 10+52 PLACE NEW Cob 1 C22 U 14"OJX24"AXS 1 00 LT DUTY HH AT CONDUIT ROUTE- ACCESS POINT ID:3001-006-3 REV 2 ALIGNMENT F I GR/GB:N/ISO:N 042.57146568,-114.44631 105 C0� Ct C20 ACCESS POINT ID:3001-005 o+r GR/GB:N/ISO:N 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT _ r w TWIN FALLS COUNTY TWIN FALLS COUNTY CO Cl1 C18 w DOC#:0000513417 DOC#:0000536412 Z. _ < __T1 ` CO Z CO 04 a L:129 O 1 G DB(1)1.00" C08 C1 1 > > > c �1 a / I C09 �1 Cl a Fkl#Ve C16 C17 L:234' — - Ld - DB(1)1.25" � � <) � PREPARED FOR: i REV 2 I F 5+62 PLACE NEW I ETILSON NEW HH AND 14"OJX24"AXS 400 LT DUTY HH AT • CONDUIT ROUTE- 042.571 12710,-1 14.44559550 T:(207(591-6427 F:(207)772-3427 • REV 2 ALIGNMENT F ACCESS POINT ID:3001-006-2 I info@tllsontech.com GR/GB:N/ISO:N REVISIONS DATE DESCRIPTION INITIAL ` 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ ---- ---- ---- 3 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 1 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C15 OF C24 2 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_0898GA_02 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 #C14 GAS LINE w WATER MAIN I IS SEWER SD STORM DRAIN S —E POWER LINE ELECTRIC HANDHOLE Q ELECTRIC VAULT L.293' X lb ELECTRIC METER m ELECTRIC CABINET DB(1)1.25" T L:300' ® ELECTRIC MANHOLE TRANSFORMER I0 LIGHT POLE LJ w 10'UTILITY EASEMENT TWIN FALLS COUNTY O SEWER MANHOLE © GAS MANHOLE DOC#:0000441857 I ' ILITY EASEMENT REV 2 L:152' ® SEWER VALVE ® GAS VALVE 10'UT OPTITAP REMOVED, ( ) TER J 23+79 PLACE NEW TWIN FALLS COUNTY I NEW CONDUIT ROUTE- DB 2 1.25 ❑7$ TRAFFIC SIGNAL WATER VALVE 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000441857 I REV 2 ALIGNMENT J © COMM MANHOLE ® WATER VALVE 042.57048351,-114.44875320 I © COMM HANDHOLE HYDRANT ACCESS POINT ID:3001-009 REV 2 I J 21+88 PLACE NEW ® COMM PEDESTAL Q WATER METER GR/GB:N/ISO:N RELOCATED&RENUMBERED HH, 14"OX24"AXS 400 LT DUTY HH AT • m REV 2 NEW OPTITAP&CONDUIT ROUTE- \ 042.57048311,-114.44804483 O DRAINAGE MANHOLE l L)UTILITY POLE REMOVED OPTITAP REV 2 REV 2 ALIGNMENT J ACCESS POINT ID:3001-008 ® CATCH BASIN CULVERT &CONDUIT- RELOCATED&RENUMBERED HH, GR/GB:N/ISO:N REV 1 ALIGNMENT G NEW OPTITAP&CONDUIT ROUTE- A I REV 2 ALIGNMENT J L:191' L:194' isi�tu Ors J 25+14 L:500' DB(1)1.25" I DB(1)1.25" J 16+89/J 19+93 r FaAKAve E PI C24IF Y O DB — EB q C06 tAve C22 U D 4 C0j cis C20 In Cr = r w —M M M M M M M M co ctt cts W R/W R/W R/W R/W — — R/W — — R/W O CO co 04 Q ir rn cos lA mac12 > i� , � 3 c U \�� y t .� , � cog 5 1,4 c, l / Fkri#ve ct 5 C17 PREPARED FOR: f • L ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com \ REVISIONS DATE DESCRIPTION INITIAL \ — z 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ • SCALE • �b �� 1 . . -} SIZE BSHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C24 2 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_0898GA_02 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 #C15 GAS LINE W WATER MAIN IS SEWER 1 SD STORM DRAIN J 12+86/F 0+00 PLACE NEW I —E POWER LINE 14"OX24"AXS 400 LT DUTY HH AT < F 4+20 PLACE NEW E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.57082272,-1 14.44631 105 ( I L:141' 1 14 QSX24"AXS 400 LT DUTY HH AT lb ELECTRIC METER m ELECTRIC CABINET ACCESS POINTID:3001-006 DB(1)1.00" J 042.57073896,-114.44559470 I ® ELECTRIC MANHOLE GR/GB:Y/ISO:Y < LIGHT POLE ACCESS POINT ID:3001-006-1 TRANSFORMER , REV 2 REV 2 GR/GB:N/ISO:N O$ SEWER MANHOLE © GAS MANHOLE RENUMBERED HH NEW HH AND CONDUIT ROUTE- • ® SEWER VALVE ® GAS VALVE REV 2 ALIGNMENT F w TRAFFIC SIGNAL GAS METER L:129' \1 DB(2)1.25" I <� © COMM MANHOLE ® WATER VALVE REV 2 ( REV 2 7.5'UTILITY EASEMENT ` 7.5'UTILITY EASEMENT © COMM HANDHOLE HYDRANT NEW CONDUIT ROUTE- NEW CONDUIT ROUTE- TWIN FALLS COUNTY <� TWIN FALLS COUNTY ® COMM PEDESTAL l�1 WATER METER REV 2 ALIGNMENT J REV 2 ALIGNMENT J DOC#:0000513417 DOC#:0000536412 O �� D DRAINAGE MANHOLE UTILITY POLE REV 2 ALIGNMENT F 3 \ ® CATCH BASIN CULVERT \ REV 2 % NEW CONDUIT ROUTE- L:274' REV2 ALIGNMENT F :ss�te Ors , DB(1)1.25" < , L:2y1' FaWAve E PI C24' J 14+15/F 1+29 DB(1)1.25" F 3+22 'c M/8 DB /8 —I M 21 -- C San Cob 1:8 ,Ave C22 C0� cis C20 r w ' CO Cll C18 W M R/W R/W- R/W R/W Co Z o Co 04 ul) 0 o � cos lA �cl 1 > a 1• — C09 �1 C1 C �U 5 '' - Fkri#ve E C16 C17 PREPARED FOR: • ETILSON • T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL #R 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 09/20/23 REV 2 A V J ---- ---- ---- SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C24 2 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_0898GA_02 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 •u••u•u•••••• FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C20 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE 3 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 Granada ,. , ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT W W 7 ® COMM PEDESTAL Q WATER METER \ O DRAINAGE MANHOLE 0 UTILITY POLE R/W R/W ® CATCH BASIN CULVERT . L:393' DB(1)1.25" FaAKAve E c24' c Q 1+62 PLACE Ll C06 Avet C22 NEW 14"OX24"AXS 400 LT DUTY HH ACL San ,y I 042.57448184,-1 14.44685426 X Cc Ct C20 ACCESS POINT ID:3000-003-2.1 GR/GB:Y/ISO:Y ff w I CO Cll C18 f— M 3+28/Q 0+00 PLACE NEW CO CO 04 14"OX24"AXS 400 LT DUTY HH AT I Z C 042.57448042,-1 14.44625394 I w O L:162' ACCESS POINT ID:3000-003-2 \ C08 1A Ct 1 L DB(1)1.00" GR/GB:Y/ISO:Y 10'UTILITY EASEMENT c 3/n TWIN FALLS COUNTY ME DOC#:0000441856 a c C09 U - 3 mw=— 5 3/n 3/n— Fkri#ve Q REV 2- REV 2 C16 C17 RENUMBERED HH LATERAL 39 RELOCATED L-39 LATERAL 7.5'UTILITY EASEMENT" PREPARED FOR: TWIN FALLS COUNTY DOC#:0000441856 :EREV 2 ' L:130' CONNECTION DB(1)1.25" I TO HH 3000-0041N TW N D_0898GA_09 REV A15+21 ETILSON REROUTED CONDUIT- EXISTING 400 AXS LT DUTY HH AT REV 1 ALIGNMENT A, 042.57411285,-114.44597970 REV 1 ALIGNMENT M w T:(207(59 1- D6427 F:(207)772-3427 IF PLANNED STRUCTURE (SEE DEN:TWINID_0898GA_09) info@filsonfech.com A 14+48/M 1+98 � B(1)1.2s IS NOT YET INSTALLED, REVISIONS CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#3000-004 DATE DESCRIPTION INITIAL 3 GR/GB:Y/ISO:Y 12/30/22 INITIAL SUBMISSION RNC s 08/01/23 REV 1 PF M/ 09/20/23 REV 2 AVJ A 14+31/M 1+81 — M/b R/W R/W 2 PIPES `n_�� SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C18 OF C24 2 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_0898GA_02 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 #C21 WAS LINE w WATER MAIN SS SEWER OPTITAP:10/5 —SD— STORM DRAIN E POWER LINE PLACE NEW E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 14'OX24"AXS 400 LT DUTY HH AT I ELECTRIC METER m ELECTRIC CABINET 042.57608640,-114.44927280 ® ELECTRIC MANHOLE �y ACCESS POINT ID:1000-004-4 OPTITAP:15/85 lUl TRANSFORMER GR/GB:N/ISO:N 1--— ,_ = LIGHT POLE PLACE NEW I OS SEWER MANHOLE © GAS MANHOLE L:100' I 14"OX24"AXS 400 LT DUTY HH AT Zi 042.57608048,-114.44804700 ® SEWER VALVE ® GAS VALVE I 7.5'UTILITY EASEMENT I ❑ oc ACCESS POINT ID:1000-004-11 T$ TRAFFIC SIGNAL G GAS METER TWIN FALLS COUNTY GR/GB:N/ISO:N I © COMM MANHOLE ® WATER VALVE DOC#:0000502775 I c rn © COMM HANDHOLE HYDRANT I • ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE 3�f1 ® CATCH BASIN CULVERT 10'UTILITY EASEMENT 3 � L:284' K 1+53 I I I TWIN FALLS COUNTY rr iKu DES L:500' DB(1)1.25" DOC#:0000441856 T 3 I K 0+00 PLACE NEW — L:200' F Ave E C24 14"OX24"AXS 400 LT DUTY HH AT K 1+86 U) 042.57586787,-114.44927235 I MIS C06 1AVe C22 C T ACCESS POINT ID:1000-004-5 OPTITAP:10/90 u� GR/GB:Y/ISO:Y OPTITAP:10/90 C0� Cr Ct C20 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT uj / 042.57564916,-114.44804730 CO Cl l C18 u I ACCESS POINT ID:1000-004-10 K 2+50 m O GR/GB:N ISO:N K 3+29 PLACE NEW __ R/W Co f, Z Co o4 K 2+84 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT _ 14"OX24"AXS 400 LT DUTY HH AT 042.57545757,-114.44866016 I C08 1ACt t > O \ 042.57552151,-1 14.44880607 ACCESS POINT ID:#1000-004-7 • I m ACCESS POINT ID:1000-004-6 GR/GB:N/ISO:N I 10'UTILITY EASEMENT I-I�I C \ \ GR/GB:N/ISO:N / I TWIN FALLS COUNTY a a DOC#:0000441856 C09 4--- DOC Cl U 10'UTILITY EASEMENT I L 46' L:118' 10'UTILITY EASEMENT TWIN FALLS COUNTY 25" DB(1)1.00" TWIN FALLS COUNTY DOC#:0000441857 (� Fd�Sl,1ve C16 C17 #:0000441856 N O L:200' IREV 2 c RENUMBERED HH PREPARED FOR: /E OPTITAP:10/90 3 c 2 CABLES K 4+47 PLACE NEW L:200' m ETILSON � •' t s_ 14"OX24"AXS 400 LT DUTY HH AT I OPTITAP:10/90 %y 042.57539535,-114.44822966 PLACE NEW ACCESS POINT ID:1000-004-8 T:(207 info@t427 F:(2071 772-3427 \ - GR/GB:Y/ISO:Y 142.5752 AXS 41 1 LT DUTY HH AT nfo@}ilsoniech.com 18 042.57523610,-1 14.44804570 R 1+50 PLACE NEW ACCESS POINT ID:1000-004-9 14"OX24"AXS 400 LT DUTY HH AT REVISIONS GR/GB:N/ISO:N 042.57534985,-114.44710103 DATE DESCRIPTION INITIAL ACCESS POINT I/GB:Y-ISO: 1 12/30/22 INITIAL SUBMISSION RNC 0 d GR/GB:Y ISO:Y \ I I 0 / /23 REV 1 PF 09/20/23 REV 2 AVJ SCALE 3 SIZE B SHEET:1"=50, MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C19 OF C24 2 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_0898GA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C22 GAS LINE w WATER MAIN IS SEWER SD STORM DRAIN 198' \ —n E POWER LINE L: .00" M 10+66 PLACE NEW IL ELECTRIC HANDHOLE ELECTRIC VAULT ;DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT 042.57586006,-1 14.44692717 L J ELECTRIC METER ELECTRIC CABINET m ACCESS POINT ID:3000-003-5 ® ELECTRIC MANHOLE �y GR/GB:N/ISO:N LIGHT POLE lUl TRANSFORMER \ 10'UTILITY EASEMENT QS SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE DOC#:0000441856 ❑TS TRAFFIC SIGNAL GAS METER _ it A © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT REV 2 / ® COMM PEDESTAL Q WATER METER RENUMBERED O DRAINAGE MANHOLE )UTILITY POLE HH M 9+97 ® CATCH BASIN CULVERT - _ - iAKu Or.S � M 9+41 I F Ave E C24 _ L JCL c i Ll C06 1 Ave C22 U �I 10'UTILITY EASEMENT —i TWIN FALLS COUNTY C cis C20 DOC#:0000441856 r+� L:208' r uj Dill(1)1.25" CO Cll C18 uj COl, CO 04 z L3 M 8+57 PLACE NEW d O 14"OX24"AXS 400 LT DUTY HH AT C08 iAcl kif > 042.57559385,-1 14.4467121 1 > c REV 2 w ACCESS POI C09 1 ClNT ID:3000-003-4 a c 45 RENUMBERED HH \ 5 GR/GB:N/ISO:N a U . 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FJ�l#ve C16 C17 C DB(1)1.00" G M 7+68/R 0+47 10'UTILITY EASEMENT TWIN FALLS COUNTY PREPARED FOR: DOC#:0000441856 M 6+43 10'UTILITY EASEMENT _ TWIN FALLS COUNTY ETILSON DOC#:0000441856 L:103' L:47' DB(1)1.00" DB(2)1.00" T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REV 2 L-39 LATERAL REVISIONS RENUMBERED HH DATE I DESCRIPTION INITIAL M 7+21 /R 0+00 PLACE NEW 10'UTILITY EASEMENT 12/30/22 INITIAL SUBMISSION RNC 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY I 08/01/23 REV 1 PF 042.57534795,-114.44654447 DOC#:0000441856 I * 09/20/23 REV 2 AVJ ACCESS POINT ID:3000-003-3 GR/GB:Y/ISO:Y I 3 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C20 OF C24 2 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_0898GA_02 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 #C23 GAS LINE w WATER MAIN SS SEWER USE —SD— STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET c ® ELECTRIC MANHOLE f\TI lUl TRANSFORMER LIGHT POLE 10'UTILITY EASEMENT O$ SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE DOC#:0000441856 TRAFFIC SIGNAL GAS METER L 4+02 PLACE NEW L 3+04 PLACE NEW ❑TS __ © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.57689842,-1 14.44903030 042.57689613,-1 14.44866442 © COMM HANDHOLE HYDRANT ACCESS POINT ID:#1000-004-13.2 ACCESS POINT ID:1000-004-13.1 ® COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:Y GR/GB:N/ISO:N A_ 2 PIPES OPTITAP:TERMINATING O DRAINAGE MANHOLE C-0)UTILITY POLE L:26' L:99' L:167' L:33' L 1+37 PLACE NEW ® CATCH BASIN CULVERT DB(1)1.00" DB(1)1.25" DB(1)1.25" DB(1)1.00" 14'OX24"AXS 400 LT DUTY HH AT M/ 042.57688921,-114.44804483 21 ACCESS POINT ID:1000-004-13 :ss�te Dry GR/GB:N/ISO:N _ M F Ave E 121 C24' NI Z c O --- � cob t Ave c22 U D R/W o cca7c" C20 R/W R�YY �1� R/YI T �r r w I _ c0 Cll C18 = I _ O CO co 04 ' L:137 (n Z ' TD DB(1)1.25" I = G d Q m C08 iA c1 t > OPTITAP:10/90 PLACE NEW 3 L:200' m v e 14"OX24"AXS 400 LT DUTY HH AT \ a c 042.57652586,-114.44927410 10'UTILITY EASEMENT C09 5 1 cl U = ACCESS POINT ID:1000-004-3 A TWIN FALLS COUNTY ja GR/GB:N/ISO:N - .... DOC#:0000441856 n Fk_r161ve ctb—L I cn 2 CABLES I PREPARED FOR: 3/ OPTITAP:20/80 L 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT T 3/n 7.5'UTILITY EASEMENT 042.57651401,-1 14.44804432 T I L S O N I TWIN FALLS COUNTY ACCESS POINT ID:1000-004-12 DOC#:0000502775 GR/GB:Y/ISO:Y T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS L.200 DATE DESCRIPTION INITIAL Y I 11 12/30/22 INITIAL SUBMISSION RNC rq 08/01/231 REV 1 PF 09/20/231 REV 2 AVJ I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C21 OF C24 2 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_0898GA_02 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 #C24 GAS LINE w WATER MAIN IS SEWER 3 SD STORM DRAIN \ —n E POWER LINE d' IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 0 � I ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE 10'UTILITY EASEMENT 1 LIGHT POLE � TRANSFORMER TWIN FALLS COUNTY DOC#:0000441856 I �� O$ SEWER MANHOLE © GAS MANHOLE m ' ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE s © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER M/ O DRAINAGE MANHOLE 0 UTILITY POLE 10'UTILITY EASEMENT ® CATCH BASIN CULVERT TWIN FALLS COUNTY b I � DOC#:0000441856 / � ss�tu Ors M/8— M/N • Fe"Ave E C24' t _ M •c N - q C06 Ave C22 4 _ I s c0.j cisc20 vr Cr � � r R7 w tt/ry — ! co Cn C18 uj _ CO CO 04 Z •� G O -+ ll C08 ;C1 1 > A 7 C a43 3 C09 �, cl a U I REV 2 REV 2 L:516' 1 • 5 RENUMBERED HH RENUMBERED HH DB(1)1.25" Fd eeve I �1tP C16 C17 C M 12+84 PLACE NEW G I 14"OX24"AXS 400 LT DUTY HH AT 10'UTILITY EASEMENT TWIN FALLS COUNTY ACCESS ID:3000-03-6 DOC#:0000441856 PREPARED FOR: ACCESS POINT ID:3000-003-6 � GR/GB:N/ISO:N 3/ L 1� /n� � TILSON L:82' T:(207(591-6427 F:(207)772-3427 DB(1)1.00" M 14+89 1 info@filsonfech.com M 13+g6 PLACE NEW REVISIONS 14"OX24"AXS 400 LT DUTY HH AT M 12+64/M 13+04 3 L-39 LATERAL DATE I DESCRIPTION INITIAL 042.57640105,-114.44 62904 12/30/22 INITIAL SUBMISSION RNC 10'UTILITY EASEMENT ACCESS POINT ID:3000-003-7-003-7 TWIN FALLS COUNTY GR/GB:N/ISO:N 08/01/231 REV 1 PF DOC#:0000441856 09/20/231 REV 2 1 AVJ SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C20 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C22 OF C24 2 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_0898GA_02 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 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 © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER ' O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT I i1DCu Or S � i M 24+65/N 0+00 PLACE NEW F ve E C24 14"OX24"AXS I I REV 2 I 042..57774213 41 14.4 80 9 LT DUTY H AT 5 c I I RENUMBERED HH ACCESS POINT ID:3000-003-11 3 Cob ,AYe C22 U N 1+68 PLACE NEW GR/GB:N/ISO:N D 14"OX24"AXS 400 TIER 8 HH AT 042.57774176,-114.44865278 REV 2 ^ C0� Ct C2o ACCESS POINT ID:#3000-003-11.1 RENUMBERED HHAN 66.16.dL —10a Ur t I Cr w M/ L GR/GB: L:22' L:163' M 24+60/N 0+05 DB(1)1.00" DB(1)1.25" CO Cll C18 w _ M/21 M/21 M/8 O Co Z Co 04 ul) G d O - w y� w W rn C08C1 1 > > > e ;:o w41w rn a w w _ w w w w cog �, c, a _ w w c��w *$ 5 � R R/W R/W R/W -R W RAW n CIO C16 C17 IN PREPARED FOR: L:181' DB(1)1.25" P 2+42 PLACE NEW M 21+01 PLACE NEW " 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.57724875,-114.44950478 042.57724078,-114.44738366 ACCESS POINT ID:1000-005-2 10'UTILITY EASEMENT ACCESS POINT ID:3000-003-9 T I L 5 0 N _ GR/GB:N/ISO:N TWIN FALLS COUNTY GR/GB:N/ISO:N DO 10'UTILITY EASEMENT C#:0000441856 T:(207(591-6427 F:(207)772-3427 TWIN FALLS COUNTY M 22+79 PLACE NEW info@filsonfech.com DOC#:0000441856 REV 2 14"OX24"AXS 400 LT DUTY HH AT REVISIONS L:60' RENUMBERED HH 042.57724572,-114.44804483 REV 2 DATE I DESCRIPTION INITIAL DB(1)1.00" ACCESS POINT ID:3000-003-10 RENUMBERED HH P 3+02 PLACE NEW w L:178 2/30/22 INITIAL SUBMISSION RNC GR/GB:N/ISO:N DB(1)100" -� 14"OX24"AXS 400 LT DUTY HH AT . 08/01/23 REV 1 PF 042.57724678,-1 14.44928216 ; I 09/20/231 REV 2 AVJ 3/ ACCESS POINT ID:1000-005-2.1 GR/GB:Y/ISO:Y !Tyr I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C21 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C23 OF C24 2 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_0898GA_02 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 SD STORM DRAIN n E POWER LINE IL 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 Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT ' I _ 11M,Dr S \� F Ave E PI C24 •c Nq Co Sa b Ave c22 U 4 C0j cis C20 �+r W r co cn cta L M R/W R/W R/ R W Co ll Z Co oa a 0 O 0 C08 iiC, 13 > 45 � ) e _ a W C09 �1 C, U a — 5 Q — — — - Fd�,we c,b cn R/w �W RAW G ; PREPARED FORIL 10'UTILITY EASEMENT TWIN FALLS COUNTY T I L S O N UTILITY EASEMENT REV 2 DOC#:0000441856 TWIN FALLS COUNTY RENUMBERED HH DOC#:0000441856 T:(207)fo@til27 F:ch.c 772-3427 M 19+02 PLACE NEW m info@filsonfech.com 14"OX24"AXS 400 LT DUTY HH AT REVISIONS 042.57723584,-114.44664606 ACCESS POINT ID:3000-003-8 DATE DESCRIPTION INITIAL GR/GB:N/ISO:N 12/30/22 INITIAL SUBMISSION RNC L:199' 08/01/23 REV 1 PF DB(1)1.00" 09/20/23 REV 2 AVJ M 17+94 ---- ---- ---- L-39 LATERAL SCALE B I SIZE BSHEET:1"=50' MATCH TO SHEET #C22 SIZE D SHEET:I"=25' DRAFTED BY: SHEET NUMBER REV RNC C24 OF C24 2 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 02 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I rI I I—II 12"MIN.BELOW PROPOSED AXS =I I la I I—I I r-I I la I—I I�I I I—I I—I I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMIIM.1II IElIMlIIL REFER TO TFSD-306 it _ _ _ Ij1--.. I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I11-1I 1111=_l1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I1�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE 'I�I IIITI I I I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III—III—III—III—1�1 1�I—1I�1 I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N II1=111�II=1 I�n I=III-1 1�_ v -2 -2 REFER O I�—III—III—II-1I1�1I—II�I11 on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I1�I I—I I1=I I I—I I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—II II III I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fI-11I1-1-1I1-1 12/30/22 INITIAL SUBMISSION RNC II—III—IIh ALIGNMENT STATION(FT) 25 4"BORE HEAD. 08/01/23 REV PF —111 CONDUIT AS SPECIFIED 09/20/23 REV 2 AVJ (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:TWINID 0898GA 02 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S T W I N I D_0898GA_02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ++ +++ ++ ♦ + +♦4 F♦+ 080.00 DETAIL A SCALE 1 : 1 LS0N T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IM DoArI1NG AND IM COP1rRMff DRAWN:A DU TOit Dramrq t to 1HEREOF IS THE PQOPPaM of MAA AMID M4A-AXS-400R-ASS Y-T DS REVISIONS MAY!JOT BE COPIM WHOLLY CQ 94 DATE DESCRIPTION INITIAL PAJiT,A1.10 THE Cotv-erls-"MeoF MAY CHECKED: Dramrg Trey 12/30/22 INITIAL SUBMISSION RNC ItOT BE MCLO'aW TO ANY TM?p M4A-AX3-400R,-ASSYTDS 08/01/23 REV 1 PF PARTIES 1MTHOVI VVRrr N COUS&IT. DATE: 1 4/10/2020 09/20/23 REV 2 AVJ MAJwoLEsaAFR�.► SCALE(A3): 1:6 - - - 2015J360106J07 &ERrtE FACTORY PREIIAIISES.t<EUELSERG SCALE ROAD(It590j.KLM VE4 1871 SIZE B SHEET: NTS PO SOX 672 KUPWVE 1571 it AMVAAL.GAUT@1G 4^ SIZE D SHEET: NTS S. +27 1 403 7023 OUR PRODUCTS BUILD MFTVVORKS SHEET D02OFD16 MAR w4ofdvrulo-com [FILE NAME:TWINID 0898GA 02 AXS 400 H H DETAIL DIGl1M_. Dig Line,Inc. 811 or 800-342-158S TOP VIEW T W I N I D_0898GA_02 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW m � 0 - LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION AAA infoOtilsontech.com -M ORA1 ;f ols A1.4 7M COIPYRCvPC DRAWN: A Du To-if Dro"""v 110_ r+EVEpF a TIE PPOPPE Y OF LUG A?C M40k_AXS_400R_ASSY REVISIONS 0 405.38 µAY 40T K COPIM W"OILY QQ IN DATE DESCRIPTION INITIAL PART.AW THE Ca1tT!lIT3 KftEOrµA1 CHECKED: Opmeaft : 12/30/22 INITIAL SUBMISSION RNC ►#O K Da CLQSED TO ANY 7"90 W&A08/01/23 REV 1 PF PAJMM NRTHOW WWWTTE14 C�EI4T. )(5�0�-A�Y 09/20/23 REV 2 AVJ DATE: 17/08/2020 ____ ---- ____ lIAAF"O A SCALE(A3): 1 :6 W l SfW 10A107 evah"E FACTOR,Pea Am.MBOQDERG SCALE ROAD la=:.[UPRNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAI GAU e-C- SIZE D SHEET: NTS td'27 11 9-m 7= SHEET D03 OF D16 MAIL w4odweAa cc so FILE NAME:TWINID 0898GA 02 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898GA 02 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f _ J 20.79 19.69 2079. L CJ 0 N DrAEP S10M N 04CH5 T: (207) 591-6427 F: (207) 772-3427 R.99 "M MA1 NAG AM rrM COPYRFGW DRAWN: A Du Tod 01��ip�l0. infoOtilsontech.com THEi?EOF IS 7W PROPPEM OF WA At JD M4A-AXS-SOOR-A$$Y MAYtJ0-SECOPWAW LLYOROI REVISIONS PAQT,At JC THE CONTENTS THEREOF MAT CHECKED: zft- DATE DESCRIPTION INITIAL NO'6E pSCLoSeD TO ANY THtRp IMm AXS CHAMBER REVWI 1 12/30/22 INITIAL SUBMISSION RNC PA IES WnHOUT wI Ca nEW. DATE: 12/08/2020 08/01/23 REV1 PF a 09/20/23 REV 2 AVJ l --- %4J*fC ES4AMCA SCALE(A3): 1:7 --- ---- J - A SECTION A-A 2015f3W106ro7 R2.0 EVBUTE FACTORY PR&v%15.M DELbMG ROAD D(X1'K E UMVER�a871 SCALE (D2i.89 N90VAAL GALrFDOG _ SIZE B SHEET: NTS -��y 1 y�7�zs PRODUCTS , . SIZE D SHEET: NTS nn0kJL niomm4c.co2a SHEET D04 OF D16 FILE NAME:TWINID 0898GA 02 AXS 900 HH DETAIL ® DIG"" : Dig Line,Inc. 811 or 800-342-1585 0993 �6t0 0898 0558 SECTION A—A TWINID 0898GA 02 TWIN FALLS,ID B , E _ �� KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL ►` l ^ '���\~� DEEP MEDIUM DUTY ICT ACCESS POINT. JL -• '�"` - 1 MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS. FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAINING NO. 0070-CIV-002-ASS ^ c I ALL OTHER DIMENSIONS AND MATERIAL Y - i SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND .^.D PART FILES. CAD FILE REFERENCE C057-CIV-002-ASS. ° • I c CONFORMS TO THE HED:UM DUTY (MD) REOUIREN=NT OF 4C kN ACCORDING TO SANS 1852 7003 LiA O O O N %I 1n ♦ _CD -- --- I M L 80 1ao � 0971 �' - 09 _ f 35 SLACK • BRACKETS 41 OSO DRAINAGE T I L S O N O KNOCKOUT I _ On a Mission F: (207)772-3427 InPoOttlaont h.com DOME = ' \ CLOSURE REVISIONS BRACKETS • DATE DESCRIPTION INITIAL ` 12/30/22 INITIAL SUBMISSION RNC OAD 08/01/23 REV 1 PF 1 09/20/23 REV 2 AVJ / • O DRau+vrt K H sc}xrnT 900 R MD J/ civItworks growl_ CHECKED:RE ESS 5 DEEP J 900 MM DIA x 900 MM DEEP, --FOR ID TAG DATE 2018-oa12 MEDIUM DUTY ICT ACCESS SCALE Po BOX 672.KLPM&R.IM SCALE. PORIT SIZE B SHEET: NTS — E'vVt TE POES FACTORY PREM= 5m.►+aoE mmRcAD•xuPw AFRICA.,M SIZE D SHEET: NTS SECTION B-B TES 0�"11 M3'M o f ae•"wn�""r1D�co;�«.a eAAAL�. .*awma �earauew*oww>A+ewre�aw+awa•r*�mrrs SHEET D05 OF D16 *5 m YYEB�7TE: CNili0lti CQ�- FILE NAME:TWINID 0898GA 02 CHARLES 101 - 811XT PEDESTAL .: DIG -, Dig Line,Inc. EM or 800-342-1585 TWINID 0898GA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 7 . 5 INSIDE I e • • INSIDE '•• �-PADLOCK .• HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtHsontech.com REVISIONS DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ SCALE SIZE B SHEET: NTS .. Imf ��� �i� SIZE GRbsING N4. ISS. SIZE DSHEET: NTS �"O�'�'�'� A I Q I H I I - I I Q Q OWP tEv. SHEET D06 OF D16 / Ff0 FI tI WE TNIS I, TIE CPIE✓IT'OF E0 IN A,"mEI Ef LTD. .A4DTA SIPLI•C7 DE SCILE .I87 101 N011-I I00011P SHEET I 0{ IEE.�)y(ED. COEIE9 M jbFO IN A,r u,ulE.IETII-E�TEL TO TNFIE I•fE•ST'S FILE NAME:TWINID 0898GA 02 CHARLES 104 - 1211X1 1 " PEDESTAL .`: DIG -, Dig Line,Inc. EM or 800-342-1585 12 . 00 TWINID 0898GA 02 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I I I . 25 — + INSIDE I -- - t HASP '�- - --� I I I I 22 , Oa I I 38 . 08 I I I 10 . 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtlsontech.com REVISIONS DATE DESCRIPTION INITIAL 1220/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 21 3 SCALE . 15 0 09/20/23 REV 2 AVJ I SCALE , SIZE B SHEET: NTS 4 oeJLw I MU ao. I S S �,rr� I, E SIZE D SHEET: NTS B 1 0 4 H O i i - i i HAP RE' SHEET D07OF D16 TNIS 11 TIE rr IM Cf COKE$ h01fTMIEi LTD .io sOLL W DI GDD FIIF Cut MVKOICEI. CV110 00 D$D IN aI ON E1 DIPi-eNrAL TO INEIr ItTEMEtT1 SCOLE 125 SHEET I _` I FILE NAME:TWINID 0898GA 02 TFSD-301 TYPICAL TRENCH o«- lc Dig Line, Inc. 2 14 T W I N I D_0898GA_02 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 x 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.. a > ° ° /�\ ® PIPE BEDDING PER SECTION-305 (SEE SD-302). ww ° ° 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 SUB OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 08/ INITIAL REV nissioN RNc /01/2/23 REV 1 PF 09/20/23 REV 2 AVJ 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:TWINID 0898GA 02 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 T W I N I D_0898GA_02 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 12/30/22 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 08/01/23 REV i PF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR 09/20/23 REV 2 AVL 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:TWINID 0898GA 02 - SD-304 GRAVEL ACCESS ROAD l DIG Dig Line,Inc'EM or 800-342-1585 W/2 W/2 3- TWINID 0898GA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. O YY12 W/2 3' TYPE 2 N.T.S. 0 IY W/2 W/2 I 's;- -0..R Ck 0-- 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND O IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3- OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 12/30/22 INITIAL SUBMISSION RNC APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 08/01/23 REV I PF DRY DENSITY, 09/20/23 REV 2 AVJ 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING r FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TWINID 0898GA 02 TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898GA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 G 0: Q.. d O Gd 8 4 EXISTING CITY UTILITY LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF OA USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 12/30/22 INITIAL SUBMISSION RNC UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 08/01/23 REV i PF 09/20/23 REV 2 AVJ 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:TWINID 0898GA 02 SD-307 BORING AND JACKING DETAILS DIG Dig Line,Inc. 811 or 800-342-1585 4 TWINID 0898GA 02 1 I-0-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 41 B 6 6 3 18' 24" L-w-D SKID DETAIL LEGEND SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 1 3 ENGINEER. 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A-A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF 09/20/23 REV 2 AVJ 2012 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR PUBLIC CONSTRUCTIONKS DETAILS N0 SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TWINID 0898GA 02 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) T W I N I D_0898GA_02 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. 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 09/20/23 REV 2 AVL H 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:TWINID 0898GA 02 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_0898GA_02 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 v 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 8/01/23 INITIAL SUBMISSION1 sION RNC DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. os/ou23 Rev t PF 09/20/23 REV 2 AVJ 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:TWINID 0898GA 02 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_0898GA_02 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. 12/30/22 INITIAL SUBMISSION RNC 08/01/23 REV 1 PF OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF 09/20/23 REV 2 AVL 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:TWINID 0898GA 02 TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :` Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 TWINID 0898GA 02 TWIN FALLS,ID :' GV(�� `<,• 1 MATERIAL DESCRIPTION QTY ACTUAL I RPo\�S 09 OE a` k6 5 >} Rqp/ps 2 1 . 3 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 OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I :> 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 3X 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. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. TILSON STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR On a Mission MINIMUM LAYER THICKNESS (INCHES) T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.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 12/30/22 INITIAL SUBMISSION RNC TOTAL 10.5 23.0 26.0 08/01/23 REV 1 PF PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 09/20/23 REV 2 AV 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: NITS SIZE D SHEET: NITS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TWINID 0898GA 02