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TWINID_0898GA_01_REV1
• LIM , 1 • • 1 1 . 1 _ .c _ 3► - i t p _ 4 V.. -�;4 t. p•''! "7••iyrF� �x fr+ .�Yv .w �Y' .` _ W�, p. a r - _ c_. 1i .� - • i ,rye i �.t� ' .-, �` ter � - (�� �}_.;�t• Y°� wA �i• � �,_' ., r - >, - - , - `1�T - -./�,i�•* ti._�� l- . x. � �'� �.�-� .'•ram- � l� e.{f• AFL ��" - 3•�_i � � � _ � -•_ !r-- .. - ..r i. l _�". .. • • ',�h• I - ��_, •�1 � .�.'�/v. '�. !�'• iy :�.'trti•M 1F:,r L 7 ` _ �r c., - •� w 1� _ ._ _ O w n'� '�S- _mot• .- �- .. _�Y t If � � r r � ilk-. i •, n � � m - ': `r �• r"� �•� r V6,�. 'f� • r 1 `� �- `yyip� L r � •• j � � s •� c 9.i. A"j ••'i. k • .�'�t - il, �7 L ` - � i Rpm '- �4 ' 1 n .i�'-� - � .., i �� _ .�(•r ! - �,- mrr i .+�-� � � ),•,.• f�,� � � F _ti .� , � �"J,r -�i, ..� -"1,r s���- ,a•-] , 41 TDS PERMIT LOCATION MAP w D1Gr��" Dig Line,Inc. _ 811 or 800-342-1585 C09 C08 C07 Co' START PROJECT TWINID 0898GA 01 042.57731644 / -114.45553571 TWIN FALLS ID yy — MATERIAL DESCRIPTION QTY ACTUAL C06 C05 CO2 II C 17 C04 CO3 s C16 C15 r� ClQ- D C14 _ Clil _ - C13 12 t ' I p� i - 1 - C18 - � - • " TILSON iff,T 'k On a Mission T. (207) 591-6427 F. (207) 772-3427 PERMIT JURISDICTION IDT SHEETS: C15-C17, C04-008 1nfoftlsontech.com REVISIONS NEW UNDERGROUND 1 ,836' SHEETS: C04-008, C15-C17 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C18 07/20/23 REV NV NEW UNDERGROUND 13,953' SHEETS: C01 -005, C08-C15, C18 EXISTING UNDERGOUND 0' SHEETS: C01 -C18 SCALE SIZE B SHEET: NTS TOTAL FT 15,789' SIZE D SHEET: NTS TOTAL MILES 2.99 SHEET A02 OF A03 FILE NAME:TDS TWINID 0898GA 01 ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_01 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . C01-C18 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 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 02/17/23 INITIAL SUBMISSION RNC . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 7 REV 1 Nv E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ---- ---- ---- . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� E08 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898GA 01 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 01 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 InfoOtilsontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 07/20/23 REV 1 NV Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TDS TWINID 0898GA 01 DIGWIC Call Before You Dig! GENERAL NOTES Dig Line,Inc. Bll or 800-342-1SBS CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 02/17/23 TWINID 0898GA 01 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 LATERAL 39A & 40 07/20/23 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING REDESIGN ON CO2-CO3 & CIO MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o2/t7/23 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 07/20/23 REV t NV THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 300&800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TDS TWINID 0898GA 01 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 01 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 B8G B8G WATER VALVE(WV) C12 TERMINAL 0 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL 02/17/23 GV ® 07/20/23 INITIAL MISSION RNC GAS VALVE ( ) EXISTING STORM DRAIN LINE SD REV I NV GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE _ UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TDS TWINID 0898GA 01 NOTES: DIGLINEO 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. 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_01 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 ouo..o..ou FUTURE DIRECT BURY I 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 J E POWER LINE ELECTRIC HANDHOLE O ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE Falln _ _ Falis Ave E SEWER MANHOLE G GAS MANHOLE Fall; Ave-E- ® SEWER VALVE ® GAS VALVE L'J W W TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE W yy R/W * © COMM HANDHOLE �^ HYDRANT ® COMM PEDESTAL V WATER METER O DRAINAGE MANHOLE Q UTILITY POLE CATCH BASIN n �\CULVERT crew x,>a PIN—* e x' D 7+54 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT "' U 1 042.57740391,-114.45647928 cos coa cm Col — I d T 1+g9 PLACE NEW ACCESS POINT ID:#7000-013-3-2 ' !I 14"+OX24"AXS 400 TIER 8 HH AT GR/GB:Y/IS Y I cob cos co 042.57732423,-114.45734411 A 0+00 PLACE NEW ACCESS POINT ID:#7000-014-4.3 I �+ 14"OX24"AXS 400 TIER 8 HH AT C17 C04 CO3 11 W GR/GB:Y/ISO:Y 042.57731644,-1 14.45553571 W ACCESS POINT I B:Y ISO:N = U nA C16 as 1 GR/GB:Y/ISO:N G' A< e 4 " i C 1 O E 7+63 PLACE NEW t 3 ' i `•� ^ c13 pe^4,�11214"OX24"AXS 400 TIER 8 HH AT042.57721969,-114.45752420 9Lp�—S—ppinACCESS POINT ID:#7000-014-4.1 � L.163 mUGR/GB:Y/ISO:Y DB(1)1.25" LFile,ww ' File�AveF 1 r II L:131' Q DB(1)1.25" \ w, L:144' DB(1)1.25" z DB(1)1.25" DB(1)1.00" p L:36' PREPARED FOR: DB(1)1.00" �— E 6+79/T 0+00 PLACE NEW P 0+49 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT T 0+58 PLACE NEW D 5+91 /P 0+00 PLACE NEW 14'OX24"AXS 400 TIER 8 HH AT O 042.57699144,-1 14.45752221 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 2.57695491,-1 14.45629778 A 1+44 PLACE NEW N ETILSON ACCESS POINT ID:#7000-014-4 042.57696379,-114.45734116 042.57695688,-114.45648017 04 y ACCESS POINT ID:#7000-013-3.1 14"OX24"AXS 400 TIER 8 HH AT N GR/GB:Y/ISO:Y 1 ACCESS POINT ID:#7000-014-4.2 ACCESS POINT ID:#7000-013-3 GR/GB:Y/ISO:Y 042.57692264,-114.45553067 ? T:(207(591-6427 F:(207(772-3427 _ GR/GB:N/ISO:N GR/GB:Y/ISO:Y L.9 / ACCESS POINT ID:#7000-008 info@tilsontech.com 1 DB(2)1.25" GR/GB:N/ISO:N REVISIONS DATE DESCRIPTION INITIAL 851 02/17/23 INITIAL SUBMISSION RNC E 6+70/T 0+09 3 L:49' 07/20/23 REV 1 NV DB(1)1.25" ---- ---- ---- L 49' 85 � ---- ---- ---- DB(1)1.25" SCALE o SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C01 OF C18 1 NOTES: DIGLINEO 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. 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_01 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 ouo..o..ou FUTURE DIRECT BURY I F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 1 GAS LINE W WATER MAIN IS SEWER L:144' SD STORM DRAIN E POWER LINE DB(1)1.25" E] ELECTRIC HANDHOLE O ELECTRIC VAULT L:154' L:155' DB(1)1.25" DB(1)1.25" ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE lul TRANSFORMER LIGHT POLE 31' L:28' OS SEWER MANHOLE © GAS MANHOLE L. �4° L:DB(1)1.00" DB(1)1.00" ® SEWER VALVE ® GAS VALVE A 2+87 PLACE NEW 0 TRAFFIC SIGNAL GAS METER E 5+16/S 0+00 PLACE NEW D 4+36 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.57652795,-1 14.45552664 © COMM HANDHOLE HYDRANT 042.57654310,-114.45752310 042.57653026,-114.45648553 ACCESS POINT ID:#7000-009 r ACCESS POINT ID:#7000-014-3 ACCESS POINT ID:#7000-013-2 _ GR/GB: COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:Y S 0+57 PLACE NEW GR/GB:N/ISO:N QD DRAINAGE MANHOLE �)UTILITY POLE L:8' 14"OX24"AXS 400 TIER 8 HH AT ® CATCH BASIN �<CULVERT DB 2 1.25" 042.57651940,-114.45734116 N 1+96 PLACE NEW „O li ACCESS POINT ID:#7000-014-3.1 I 14"OX24"AXS 400 LT DUTY HH Al ,>w E 5+08/S 0+08 GR/GB:Y/ISO:Y 042.57652631,-114.45629778 ACCESS POINT ID:#7000-013-1.2 _ L:49' GR/GB:Y/ISO:Y z 829 DB(1)1.25' g 1 r) - Fal's Ave U1 L:141, cog cob cm co DB(1)1.25" _ DB(I � C06 COS CO' L:151' Lu DB(1)1.25" " L: .25"152' cn coo cos Casxen A.+ 116 C15 (n L:26' ° _ DB(1)1.00" 4 LO N 0+47 PLACE NEW cls mre" c 12 r 14"OX24"AXS 400 LT DUTY HH AT `t A 4+39 PLACE NEW tls—ppin C—n ' D 2+85/N 0+00 PLACE NEW 042.5761 1713,-114.45630314 9`""°° 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#7000-013-1.1 14"OX24"AXS 400 TIER 8 HH AT m c'pa U AD- 042.57611614,-114.45647883 GR/GB:N/ISO:N 042.57611219,-114.45552933 A.° Fill.A— \ �E 3+63 0" ACCESS POINT ID:#7000-013-1 ACCESS POINT ID:#7000-010 E 3+67 PLACE NEW GR/GB:Y/ISO:Y GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT E 3+13 PLACE NEW \\w 042.57613425,-1 14.45752400 14"OX24"AXS 400 TIER 8 HH AT z ACCESS POINT ID:#7000-014-2 GR/GB:N/ISO:N 042.57612137,-1 14.45733817 ACCESS POINT ID:#7000-014-1 PREPARED FOR: L:54' GR/GB:N/ISO:N L:28' L'47' DB(1)1.25" !lit DB(1)1.00" DB(1)1.25" O (l _ c St ETILSON T:(207(591-6427 F:(207(772-3427 info@tilsontech.com L REVISIONS ir DATE DESCRIPTION INITIAL LATERAL 39A 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV s M L:217' REV 1- DB(1)1.25" ADDED CANAL LATERAL 39A SCALE ELM ST N RESDEIGN I SIZE B SHEET:1"=50' MATCH TO SHEET #C3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC CO2 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 #C2 GAS LINE w WATER MAIN SEWER 0+00/Q 0+00 PLACE NEW I — SS SS STORM DRAIN 22"OX21"AXS 500 HH AT I —E POWER LINE LATERAL 39A E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.57551686,-114.45672246 A 6+56/B 0+00 PLACE NEW L:22D' ELECTRIC METER ELECTRIC CABINET — ACCESS POINT ID:#7000-013 m DB(1)1.25'• 22"OX21"AXS 500 HH AT REV 1- r GR/GB:Y/ISO:Y 042.57551644,-1 14. I ELECTRIC MANHOLE TRANSFORMER ADDED CANAL LATERAL 39A 45552932 ELM ST N RESDEIGN A 10+51 /E 0+00 PLACE NEW ACCESS POINT ID:#7000-01 1 LIGHT POLE 14'OX24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:Y 042.57551792,-114.45699493 A 7+95 N ° 7+ PLACE NEW ® SEWER MANHOLE GAS MANHOLE © ACCESS POINT ID:#7000-014 L:66' A 95 AXS NE TIER 8 HH AT ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:N DB(2)1.25" L:11T TS TRAFFIC SIGNAL G GAS METER L:124' DB(1)1.25" 042.57551414,-114.45604431 ❑ DB(1)1.25" L•24' ACCESS POINT ID:#7000-012 © COMM MANHOLE ® WATER VALVE DB(1)1.00" GR/GB:N/ISO:N © COMM HANDHOLE � HYDRANT B ® COMM PEDESTAL Q WATER METER L:73' L:47' A 1 1+44/E 0+93 DB(1)1.25" O DRAINAGE MANHOLE �)UTILITY POLE DB(1)1.25" _ _ A 6+60 CATCH BASIN CULVERT UT: 93' . L:139' u• L:45' - DB(2)1.25" A 9+12/D 0+66 DB(1)1.25" L:52' DB(1)1.25" M0+05Pr r ,y r 4 hn�xxhW A 12+68/U 0+00 PLACE NEW ,,,,,,,, r 22"OX21"AXS 500 HH AT - 042.57551694,-1 14.45779914 U - ACCESS POINT ID:#7000-015 L:132' L;21 cos coa cm Lc- Q L:27' DB 1 1.25" L:.25" DB 1 1.00'• GR/GB:Y/ISO:Y ( ) DB(1)1.00" DB 1 1.25" T O L:39' O 1 Co6 cos 1+79 PLACE NEW DB(1)1.00" *► LLI 14"OX24"AXS 400 TIER 8 HH AT Q 0+47 PLACE NEW C17 Co coa 14"OX24"AXS 400 TIER 8 HH AT B 0+52/M 0+00 PLACE NEW Lu 042.57538954,-114.45721331 042.57538724,-114.45672268 I 14"OX24"AXS 400 TIER 8 HH AT ° "- C16 as ACCESS POINT ID:#7000-013.2 ACCESS POINT ID:#7000-013.1 042.57537423,-114.45553201 GR/GB:Y/ISO:Y GR/GB:N/ISO:N'I ACCESS POINT ID:#7001-001 ISO:Y 4 c 1 U 0+45 PLACE NEW GR/GB:Y/ O 14"OX24"AXS 400 TIER 8 HH AT L 042.57539217,-1 14.45779892 '"w a C13 r 1z r M 1+37 PLACE NEW ACCESS POINT ID:#7000-015.1 GR/GB:N/ISO:N L 14"OX24"AXS 400 TIER 8 HH AT 042.57538477,-1 14.45603626 cl a "n"..". � U ACCESS POINT ID:#7001-001.1 GR/GB:Y/ISO:Y REV C ADDED CANAL LATERAL G _ -� ■ r PREPARED FOR: L:307' DB(1)1.25" ETILSON y T:(207(591-6427 F:(207)772-3427 Zinfo@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV SCALE 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO3 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 #C 5 GAS LINE w WATER MAIN IS SEWER SD STORM DRAIN u , _ A 14+26 PLACE NEW —E POWER LINE L:74' 14"OX24"AXS 400 LT DUTY HH AT E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" 042.57551694,-114.45838655 ELECTRIC CABIN g3 A 19+88 PLACE NEW I ELECTRIC METER ET m ACCESS POINT ID:#7000-016 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N ISO:N ELECTRIC MANHOLE / jjj042.57570293,-114.46021626 A 16+76/W 0+00 PLACE NEW A 15+01 /V 0+00 PLACE NEW �LIGHT POLE TRANSFORMER ACCESS POINT ID:#7000-019 ' 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y 042.57551562,-114.45931459 042.57551891,-114.45866550 _ OS SEWER MANHOLE © GAS MANHOLE • i ACCESS POINT ID:#7000-018 ACCESS POINT ID:#7000-017 L:158' ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:Y L:175' GR/GB:Y/ISO:Y L:75' DB(1)1.25" i,• L.312' DB 1 1.25" ❑TS TRAFFIC SIGNAL GAS METER DB 1 1.25"P DB(1)1.25" ( ) ( ) © COMM MANHOLE ® WATER VALVE s M/a �• I� DB � � Ja © COMM HANDHOLE � HYDRANT A 19+18 END OF TWIN FALLS ROW L:41' L:44 ® COMM PEDESTAL Q WATER METER BEGIN OF ITD ROW DB(2)1.25 DB(1)1.25 — O DRAINAGE MANHOLE )UTILITY POLE ate, I.• ® CATCH BASIN CULVERT DB W 1+59 L:138' V 1+19 PLACE NEW X, "I•^• DB(l)1.25" 14"OX24"AXS 400 TIER 8 HH AT L' i--I L:108' cog cob cm co 042.57540007,-114.45893953 DB(1)1.25" U W 1+80 PLACE NEW U 1+53 PLACE NEW DB(1)1.25" ACCESS POINT ID:#7000-017.2 F 14"OX24"AXS 400 TIER 8 HH AT 1 h cob cos co 042.57539053,-114.45982734 W 0+41 PLACE NEW GR/GB:Y/ISO:Y V 0+44 PLACE NEW 14"OX2.5 AXS 51,LT DUTY HH AT i L 9946 ACCESS POINT ID:#7000-018.2 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT ACCESS 539151,D:#7058 015.2 *► r GR/GB:Y/ISO:Y • 042.57540205,-114.45931638 042.57539843,-1 14.45866215 ACCESS POINT ID:#7000-015.2 w C17 c04 c03 w GR/GB:Y/ISO:Y ° ACCESS POINT ID:#7000-018.1 ACCESS POINT ID:#7000-017.1 LU , GR/GB:N/ISO:N GR/GB:N/ISO:N = r I'"� C16 F, _ _ 0 O Bus 7 i 2 11 Ci8 �. PREPARED FOR: ETILSON T:(207)591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV --- ---- �' ---- ---- ---- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C04 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 ................ 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Of 14"OX24"AXS 400 TIER 8 HH AT = c�a •w plw,Fwl U 042.5760 738,-1 14.4601 324 Alln U ACCESS POINT ID:#7000-020 GR/GB:N/ISO:N PREPARED FOR: 806 o !� w L:144' TILSON DB(1)1.25" T:(207(591-6427 F:(207)772-3427 info@tilsontech.com _ REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV I ---- ---- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C4 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C05 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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•••••. 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A� CATCH BASIN CULVERT A / � • a�„w.,wa oil 1 n ' IAYIIH1 u'�I.`/ C09 C08 C07 CO vT C06 C05 CO 3 ``�►r C77 C04 CO3 81'R/W-Rj W EI—I (= 1 c.1.Annw Cl6 C15 µ. p `r 2 +7 W !j C78 I , ` , •n I do AK I Q PREPARED FOR: X 1+52 PLACE NEW 3 14"OX24"AXS 400 TIER 8 HH AT 042.57591863,-114.46048918 ACCESS POINT ID:#7000-019.2 GR/GB:Y/ISO:Y ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS M DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV L:78' LATERAL 40 I DB(1)1.25" SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 17 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C06 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 ................ 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I042.57751394,-114.46020039 .■ ACCESS POINT ID:#7000-023 rl U r`f GR/GB:Y/ISO:Y _ 07 n U C09 COB C07 CO 3 3 C06 COS CO L u LATERAL 39A LL C17 C04 cos n , Lu W (2� '1 C76 C75 U) u/ 4 C 1 OO 0 ba C13 t 12 Bus + Iry xco.inoPPln i 9 +II C18 U U, I i1n A—I r L:255' ry CQ DB(1)1.25" Q G � � 3 • 3 PREPARED FOR: i • I 1 .• C7 ETILSON T:(207(591-6427 F:(207)772-3427 �3 A 23+93 PLACE NEW ' info@tilsontech.com 14"GX24"AXS 400 TIER 8 HH AT J REVISIONS 042.57681500,-1 14.46018519 I DATE I DESCRIPTION INITIAL •• ACCESS POINT ID:#7000-022 GR/GB:N ISO:N 02/17/23 INITIAL SUBMISSION RNC / 07/20/23 REV 1 NV SCALE � I 2 PIPES SIZE B SHEET:1"=50' MATCH TO SHEET #C5 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 M/N SD STORM DRAIN E POWER LINE . . E] ELECTRIC HANDHOLE Q ELECTRIC VAULT J ELECTRIC METER m ELECTRIC CABINET M ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE W W � O$ SEWER MANHOLE © GAS MANHOLE W_ W ® SEWER VALVE ® GAS VALVE M ❑n TRAFFIC SIGNAL GAS METER DB DB © COMM MANHOLE ® WATER VALVE -� A 27+83 END OF TWIN FALLS ROW © COMM HANDHOLE HYDRANT W BEGIN OF ITD ROW ® COMM PEDESTAL Q WATER METER L:341' A 30+67 — Qp DRAINAGE MANHOLE 0 UTILITY POLE DB(1)1.25" R/W ® CATCH BASIN CULVERT L:280' 66, DB(1)1.25" A 29+95 DB(1)1 25" °�, ,"a "+• A 31+94 PLACE NEW 14"9�X24"AXS 400 TIER 8 HH AT A 27+35 042 — ` s IPI.57764363,-1 14.46218165 A 29+14 PLACE NEW ACCESS POINT ID:#7000-025 14"OX24"AXS 400 TIER 8 HH AT Ql GR/GB:N/ISO:N 042.57759459,-1 14.46114945 m �Om7 P U I ACCESS POINT ID:#7000-024 y U cos coa col co F GR/GB:N/ISO:N w ` C06 COS CO Lu _ w C17 C04 CO3 Lu LU 2 pump n' wbn" C16 C15 10 • r WWWAAAV O � —� - 81'R/W-R/ O ry'n„a c13 ! 12 — • � � n Irvx°°e in° PPIn i+ ' y 11 C�8 IIIR,wu. .i I IM AN I a : PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 r, info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 4w 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER Fly RNC C08 OF C18 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_01 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 1111 —- -' I(L++ii!/.w/..� [E ELECTRIC HANDHOLE Q ELECTRIC VAULT Jim M ��1 M M ELECTRIC METER m ELECTRIC CABINET w ELECTRIC MANHOLE W W ® � TRANSFORMER LIGHT POLE LJ W O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE DB DB � DB ❑n TRAFFIC SIGNAL � GAS METER R / © COMM MANHOLE ® WATER VALVE L,111' _ -R/HI © COMM HANDHOLE HYDRANT r L:180' ® COMM PEDESTAL Q WATER METER A 38+25 PLACE NEW DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25 O �� D DRAINAGE MANHOLE UTILITY POLE 042.57766734,-1 14.46452501 CATCH BASIN CULVERT ACCESS POINT ID:#7000-028 A 37+15 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT A 3S400 PLACE NEW GR/Ge:Y/ISO:N 14"(dX24"AXS 400 TIER 8 HH AT J 042.57766339,-114.46411463 042.57765812,-114.46344766 Fro ACCESS POINT ID:#7000-027 I I ACCESS POINT ID:#7000-026 Wl GR/GB:N/ISO:N GR/GB:N/ISO:N s ..irn i nmxxA AW - M -- IAYIIHI emu/ CJ9 C08 LO7CO C06 CO REV 1- �w, ADDED CANAL LATERAL 40 L u C17 C04 CO3 Lu w i • C i13 CIS UIdn A—I U I � i PREPARED FOR: LATERAL40 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 794 REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV - _ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C09 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 #C3 GAS LINE w WATER MAIN —rwmwL:1 T B 3+58/C 0+00 PLACE NEW — Ss SEWER LATERAL 39A — L:35' L: —Se POWER STOR DLI LINE L:152' DB(1)1.00"� L:133' DB 1 1 14"OX24"AXS 400 TIER 8 HH AT g 3+35. DB(1)1.00" ( ) E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" � DB(1)1.25" 042.57459635,-114.45561024 -,.,, C 1+21 ACCESS POINT ID:#7001-002 ELECTRIC METER m ELECTRIC CABINET =C 2+88 GR/GB:Y/ISO'Y ELECTRIC MANHOLE D B ® TRANSFORMER LIGHT POLE LJ W O$ SEWER MANHOLE © GAS MANHOLE L 11 7' ® SEWER VALVE ® GAS VALVE DB(1)1.25" ❑n TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE //�.�J HYDRANT C 4+35 PLACE NEW C 3+02 PLACE NEW COMM PEDESTAL® mv WATER METER OX 14"OX24"AXS 400 TIER 8 HH AT 14" 24"AXS 400 TIER 8 HH AT C 1+17 PLACE NEW Op DRAINAGE MANHOLE 0 UTILITY POLE 042.57460326,-1 14.45721465 042.57460227,-1 14.45672028 14"OX24"AXS 400 TIER 8 HH AT B 4+05 ® CATCH BASIN CULVERT ACCESS POINT ID:#7001-002-3 ACCESS POINT ID:#7001-002-2 042.57459931,-114.45604437 GR/GB:N/ISO:N GR/GB:N/ISO:N ACCESS POINT ID:#7001-002-1 „a # C 5+87 PLACE NEW GR/GB:N/IS N B 4+24 14"OX24"AXS 400 TIER 8 HH AT 1408 042.57460919,-114.45777925 A ACCESS POINT ID:#7001-002-4 .• Ln GR/GB:N/ISO:N REV 1 - ADDED CANAL LATERAL 39A L•220' AA H 1 DB(1)1.25" cog cob cm co U I PLACE NEW PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT I cob cos co 14"OX24"AXS 400 LT DUTY HH AT PLACE NEW s PLACE NEW 042.57405633,-114.45628901 ACCESS POINT ID:#7001-005-2 + 042.57407375,-1 14.45776030 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT c17 coo cos 042.57405703,-1 14.45719487 GR/GB:N/ISO:N ACCESS POINT ID:#7001-005-5 /—GR/GB: 042.57405652,-114.45671 114 n LLJ ACCESS POINT ID:#7001-005-4 GR/GB:N/ISO:N ACCESS POINT ID:#7001-005-3 B 6+47 PLACE NEW B 5+78/B 7+16 o O Lu N/ISO:N GR/GB:N/ISO:N 3 n ae as rio LATERAL 39A 14"OX24"AXS 400 TIER 8 HH AT OPTITAP:10/90 042.57405533,-114.45578092 B 5+87/B 7+07 N (f 1 L:•200' L:200' ACCESS POINT ID:#7001-005 1 4 c 1 OPTITAP:10/90 GR/GB:N/ISO:N OPTITAP:10/90 z OPTITAP: 10/90 OPTITAP:10/90 a C13 e 12 _ q Ioe inoPPin C)8 rv�+vc u �E � _�_ AIIn v� PiN Fnl Q L.200' REV I_ L 200' L:69' ADDED CANAL LATERAL 39A DB(1)1.25" \ \ PREPARED FOR: I B 7+77 � \ tt• REV 1- / L:168' I � LYNWOOD BLVD REDESIGN \y> DB(2)1.25" f R 0+54 PLACE NEW ETILSON I _ 14"OX24"AXS 400 LT DUTY HH AT 042.57376397,-1 14.45594892 / / 1:(207(591-6427 F:(207)772-3427 _ ACCESS POINT ID:#7001-005.1 �' / info@filsonfech.com I > GR/GB:N/ISO:N REVISIONS L 1+55 PLACE NEW L:54' DATE DESCRIPTION INITIAL 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" 042.57364908,-114.45788101 + 02/17/23 INITIAL SUBMISSION RNC I ACCESS POINT ID:#7001-005-6 \ B 1 07/20/23 REV 1 NV 8+84/R 0+00 PLACE NEW ---- ---- GR/GB:Y/ISO:Y / 4"OX24"AXS 400 TIER 8 HH AT 042.57366488,-1 14.45579782 ACCESS POINT ID:#7001-005 SCALE GR/GB:Y/ISO.N SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C10 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN ER LINE E] ELECTRIC HANDHOLE L:400' ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET T ® ELECTRIC MANHOLE TRANSFORMER B 9+41 L:155' / LIGHT POLE lUl w DB(1)1.25" O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE F 4+77 PLACE NEW Q TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 LT DUTY HH AT L:176' 042.57335938,-1 14.45666954 DB(1)125" © COMM MANHOLE WATER VALVE ® " ACCESS POINT ID:#7001-005-8 COMM HANDHOLE HYDRANT / I GR/GB:Y/ISO:Y —B 9+80 ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE F 0+88/L 0+00 PLACE NEW 14"OX24"AXS 400 TI L.389 ® CATCH BASIN CULVERT ER 8 HH AT 042.57322441,-114.45787296 DB(1)1.25" OPTITAP:10/90 ACCESS POINT ID:#7001-005-7 ti.,,.,.+1, GR/GB:Y/ISO:Y "^I^— W1 OPTITAP:10/90 2+57 i L:400' 2 CABLES a cog cob col co B 10+60 PLACE NEW u •_ LI/E F 4+23 14"OX24"AXS 400 TIER 8 HH AT 042.57320960,-1 14.45594445 cos cos co 15'UTILITY EASEMENT ACCESS POINT ID:#7001-006 TWIN FALLS COUNTY GR/GB:N/ISO:N C17 c04 cos Lu L:200' DOC#:0000446524 Li j z 15'UTILITY C76 as CID F 2+65 TWIN FALLS COUNTY OPTITAP:15/85 L:61' - DOC#:0000446524 PLACE NEW DB(1)1.00" 4 c 1 I, L:100' 14"OX24"AXS 400 LT DUTY HH AT O 042.57301767,-1 14.45661590 p C13 1% �1z - ACCESS POINT ID:#7001-005-9 „ GR/GB:N/ISO:N { w ro.eso"oo., I, .,.,..! � 1 as I iln AK I uL:185' \ C� DB(1)1.25" G • a i 15'UTILITY EASEMENT TWIN FALLS COUNTY PREPARED FOR: J 4+56 PLACE NEW DOC#:0000446524 14"OX24"AXS 400 TIER 8 HH AT L:288' • 042.57275299,-114.45761726 OPTITAP:30170 DB(1)1.25" ACCESS POINT ID:#7001-005-11 GR/GB:Y/ISO:Y pr/lI L:200' 15'UTILITY EASEMENT L:300' J 1+68 PLACE NEW TWIN FALLS COUNTY ETILSON DOC#:0000446524 J 3+03 14"OX24"AXS 400 LT DUTY HH AT T:(207(591-6427 F:(207)772-3427 042.57267793,-1 14.45660517 _ info@tllsontech.com ACCESS POINT ID:#7001-005-10 GR/GB:Y/ISO:Y REVISIONS 15'UTILITY EASEMENT DATE DESCRIPTION INITIAL TWIN FALLS COUNTY - 02/17/23 INITIAL SUBMISSION RNC DOC#:0000458095 07/20/23 REV 1 NV OPTITAP:30/70 B 12+45 PLACE NEW 15'UTILITY EASEMENT 14"OX24"AXS 400 TIER 8 HH AT ---- ---- J 2+89 TWIN FALLS COUNT 042.57270131,-1 14.45593819 Y ACCESS POINT ID:#7001-007 SCALE 5 DOC#:0000446524 GR/GB:N/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C11 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 SD STORM DRAIN E POWER LINE ELECTRIC HANDHOLE Q ELECTRIC VAULT i ELECTRIC METER m ELECTRIC CABINET ` L:159' ® ELECTRIC MANHOLE DB(1)1.25" LIGHT POLE TRANSFORMER L:168' • DB(1)1.25" 15'UTILITY EASEMENT • OS SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY m ® SEWER VALVE ® GAS VALVE DOC#:0000446524 0 Q TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE B 14+05 PLACE NEW © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL Q WATER METER 042.57226478,-1 14.45593819 _ J 0+00 PLACE NEW ACCESS POINT ID:#7001-008 O DRAINAGE MANHOLE )UTILITY POLE 14"OJX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N ® CATCH BASIN CULVERT 042.57221573,-1 14.45659444 ° # ACCESS POINT ID:#7001-005-10.1 GR/GB:Y/ISO:Y " Wi y 4 L:222' 4 r r M xxA A. DB(1)1.25" " -• M � IAIA IIH \ C09 Co C07 CO UI B 20+00 {L B 21+25 PLACE NEW \ cos cos co ��hh 14"OX24"AXS 400 TIER 8 HH AT 042.57228914,-114.45774645 \ + L:28' C17 C04 CO3 w ACCESS POINT ID:#7001-012 w GR/GB:N/ISO:N L:161' [wNAw C76 Cls B 19+03 PLACE NEW DB(1)1.25" """ 14"OJX24"AXS 400 TIER 8 HH AT 042.57207549,-1 14.45699543 4 c 1 O ACCESS POINT ID:#7001-011 _ GR/GB:N/ISO:N o, R"'a c13 582 DB(1)1.00" \ � as U 15'UTILITY EASEMENT nAHI \ B 15+66/G 0+00 PLACE NEW TWIN FALLS COUNTY — 14"OJX24"AXS 400 LT DUTY HH AT DOC#:0000458095 L.197' jlj� B 16+62 042.57182232,-1 14.45593909 DB(1)1.25" ACCESS POINT ID:#7001-009 i GR/GB:Y/ISO:Y • PREPARED FOR: • - ' L:140' DB(1)1.25" B 17+06 PLACE NEW ETILSON 14"03X AXS 401 TIER 8 40 3AT 5 \ 042.571756CESS48,-114.45640535 �' ACCESS POINT ID:#7001-010 T:(207)591-6427 F:(207)772-3427 \ GR/G B:N/ISO:N info@filsonfech.com \ REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC L:164' — 07/20/23 REV 1 NV DB(1)1.25" 41 ---- ---- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C12 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 #C14 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE lieB 2S+2O • E] ELECTRIC HANDHOLE Q ELECTRIC VAULT • 618e7t Dr ELECTRIC METER m ELECTRIC CABINET ' B 24+g5 PLACE NEW ® ELECTRIC MANHOLE �y %14"fdX24"AXS 400 LT DUTY HH AT LIGHT POLE lUl TRANSFORMER •• 042.57247712,-1 14.45905984 \ ACCESS POINT ID:#7001-014 OS 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 B 23+06 PLACE NEW 14"(dX24"AXS 400 LT DUTY HH AT OD DRAINAGE MANHOLE C-0)UTILITY POLE r 15'UTILITY EASEMENT 042.57237638,-1 14.45840761 L.181 ® CATCH BASIN CULVERT TWIN FALLS COUNTY ACCESS POINT ID:#7001-013 DOC#:0000458095 GR/GB:IFAI00111101 BUS 1236 "�.^, iW1 NIr � IAIA IIH C09 C08 LO7 Co C06 CO - po C17 C04 CO3 •• W wc,,.AI�A.. C16 C15 w (n 4 c, Oi wAnn C13 �' 12 inAwAns^°noA c c�a I Alln rv. PiM F..1 db PREPARED FOR: • • 7 yY000l •pping Center t ETILSON • T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM REVISIONS z tot DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC •. - Jill 07/20/23 REV 1 NV 1 • 7 SCALE SIZE B SHEET:1"=50' SIZED SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 SS SEWER SD STORM DRAIN —E POWER LINE r E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE LJ • O SEWER MANHOLE © GAS MANHOLE _ d ® SEWER VALVE ® GAS VALVE r TRAFFIC SIGNAL GAS METER 690 F 0+00 PLACE NEW © COMM MANHOLE ® WATER VALVE PIPED PERRINE COULEE � 14"OX24"AXS 400 TIER 8 HH AT © COMM HANDHOLE � HYDRANT 042.57322441,-114.45820019 ACCESS POINT ID:#7001-005-7.1 ® COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:Y O DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT B 28+99 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57322770,-114.45874244 ACCESS POINT ID:#7001-15.1 L:88 1.25 1 - GR/GB:Y/ISO:Y DBO S B 28+42 IAA IIH 1 r-I cos cob cm co 3 B 27+87 r W- U C06 COs CO C17 C04 CO3 LU L:237' ui C16 as 15'UTILITY EASEMENT DB(1)1.25" T TWIN FALLS COUNTY B 27+29-�;I\ _ """ DOC#0000458095 . � ) 4 : c1 \ K 1+06 PLACE NEW O " 14"OJX24"AXS 400 LT DUTY HH AT \ 1 042.57282805,-1 14.45869551 B 26+95 ACCESS POINT ID:#7001-005-12.1 r C18 B 26+61 PLACE NEW GR/GB:Y/ISO:Y = �h- 14"OX24"AXS 400 LT DUTY HH AT I U 042.57287052,-114.45936919 K 0+00 PLACE NEW ACCESS POINT ID:#7001-015 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N 042.57279645,-1 14.45830390 � ■ ACCESS POINT ID:#7001-005-12 i GR/GB:Y/ISO:Y PREPARED FOR: OPTITAP:TERMINATING U/E 3/n 15'UTILITY EASEMENT TWIN FALLS COUNTY 15'UTILITY EASEMENT B DOC#:0000458095 TWIN FALLS COUNTY -DOC#:0000458095 ETILSON B 26+12 L:106' 3 \ DB(1)1.00" T:(207(591-6427 F:(207)772-3427 info@filsonfech.com L:200 REVISIONS \ — DATE I DESCRIPTION INITIAL \ - 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV L:176' DB(1)1.25" I ---- ----SCALE B 25+63 SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C14 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 DETAILCONSHEETD01. TDB—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 #C4 GAS LINE w WATER MAIN SS SEWER C 12+31 END OF TWIN FALLS ROW L:223 L:164 —SD— STORM DRAIN L:169' —n E POWER LINE DB BEGIN OF ITD ROW DB(1)1�5" DB(1)1.25" (1)1.25" IL ELECTRIC HANDHOLE QELECTRIC VAULT B _ - ELECTRIC METER m ELECTRIC CABINET DB ELECTRIC MANHOLE C 7+51 /Z 0+00 PLACE NEW DB(1)1.25" TRANSFORMER LIGHT POLE lUl W 14"�X24"AXS 400 TIER 8 HH AT O SEWER MANHOLE © GAS MANHOLE - p 042.57460985,-114.45838990 ACCESS POINTID:#7001-002-5 ..�Ioruce St ® SEWER VALVE ® GAS VALVE L.229' TRAFFIC SIGNAL GAS METER DB(1)1.25' © COMM MANHOLE ® WATER VALVE A C 11+43 PLACE NEW © COMM HANDHOLE HYDRANT ^ -Rl 14"OX24"AXS 400 TIER 8 HH AT ® COMM PEDESTAL `p WATER METER 042.57459734,-114.45983383 C 9+74 PLACE NEW Z 2+09 PLACE NEW O DRAINAGE MANHOLE 0 UTILITY POLE ACCESS POINT ID:#7001-002-7 14"OJX24"AXS 400 TIER 8 HH AT 14"(dX24"AXS 400 TIER 8 HH AT L:146' Z 0+51 /Z 0+63 L:38' �. GR/GB:N/ISO:N 042.57461445,-114.45921826 042.57447257,-114.45892953 DB(1)1.25" L:6' DB(1)1.00" ® CATCH BASIN ��CULVERT z ACCESS POINT ID:#7001-002-6 ACCESS POINT 0:47001-002-5.2 GR/GR:N/ISO:N GR/GB:Y/ISO:Y Z 0+57 PLACE NEW ! "+•f° I 14"pJX24"AXS 400 LT DUTY HH AT ""'"'"'°' IWl 042.57446862,-1 14.45836627 � ACCESS POINT ID:#7001-002-5.1 4 r�N g ^"'""'A" GR/GB:N/ISO:N O � L; C.O�7 1� C09 C08 COU C06 CO.;. Cl7 CO3 W W ' ui Uj c wAb Aw C16 C15 T OmIA, //1 y/ ) A� 4 C 1 0 +qp Irv+c°e fno .'. 2 •• _ � R `! PPin i+ y 11 C18 49 i I iln A.I U U Q — a i N PREPARED FOR: 4C Bus ETILSON 9 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com _ REVISIONS -- t DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC N 07/ REV 1 NV--- SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C14 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C15 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 #C17 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN C 13+19 —E POWER LINE _ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE TRANSFORMER LIGHT POLEol.v LJ • O$ SEWER MANHOLE © GAS MANHOLE • * ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT C13+72 PLACE NEW ® COMM PEDESTAL Q WATER METER ill Allor DRAINAGE AXS 400 TIER 8 HH AT _ 042.57446566,-1 14.46048471 w OD DRAINAGE MANHOLE �)UTILITY POLE ACCESS POINT ID:#7001-002-7.1 m ® CATCH BASIN CULVERT ORION a� a LATERAL 40 m �+,•�"' w Ap 0 +� s y r l,f,.'a, 4 hnlxx.hW ' r IAY AHI 1"1 C09 C08All Col Co M/a C06 COS CO I--- C17 C04 CO3 Caswell Ave Caswell Ave Caswe!l Ave W Caswell Ave W c,,,,p A.. _''C,b C15 V/ t 4C,top "rooe 9 C�8 PIPEDPERRINECOULEE d = ph,,... .� i,iN,F..I -� Q , PREPARED FOR: A — • i ETILSON CA3I r ` , M I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com Ile REVISIONS • DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV t ---- ---- ---- _ ---- ---- ---- SCALE SIZE B SHEET:1"=50' SIZED SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 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 #C6 GAS LINE w WATER MAIN IS SEWER SD STORM DRAIN E POWER LINE AS+87PLACE NEW E] ELECTRIC HANDHOLE ELECTRIC VAULT .14"OX24"AXS 400 TIER 8 HH AT ELECTRIC METER m ELECTRIC CABINET 042.57570433,-1 14.46048918 ® ELECTRIC MANHOLE ACCESS POINT ID:#7000-019.1 TRANSFORMER .. GR/GB:N/ISO:N I LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE 7 1'R/W-R/ ® SEWER VALVE ® GAS VALVE m ❑n TRAFFIC SIGNAL � GAS METER D © COMM MANHOLE ® WATER VALVE �O © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER _ 41 ' O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT Nwixi.,.n, iWl s r l,f,.'a, 4 hnlxxn hW l"� r IAY IIH 1 Ucos cos cm co p C06 COS CO I LATERAL 40 w C17 C04 CO3 n _ C16 C15 7 7 . &72� A � X 4 c, 711 p 705 717 �a Cl3 r lz • � n IrvAnoe ino .'. { PPn i UP Mn A—I PREPARED FOR: ETILSON _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C18 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L•31' lb ELECTRIC METER m ELECTRIC CABINET • ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE • i SEWER MANHOLE © GAS MANHOLE G 1+64 PLACE NEW ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT ❑n TRAFFIC SIGNAL GAS METER 042.57137196,-1 14.455951 16 © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:#7001-009-1 GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER LITY EASEMENTp DRAINAGE MANHOLE UTILITY POLE \ \ TWIN(FALLS COUNTY ® CATCH BASIN CULVERT DOC#:0000458095 Nn,xx.n, Iw.l L:154' •• C09 Cob Col Co • • �L C06 COS CO H 1+55 PLACE NEW 14"(dX24"AXS 400 LT DUTY HH AT 042.57100061,-114.45615813 C17 C04 cos ACCESS POINT ID:#7001-005,813 G 3+18 PLACE NEW " GR/GB:Y/ISO:Y 14"(dX24"AXS 400 LT DUTY HH AT [w N Aw C16 C15 042.57094925,-1 14.45594937 410 No _ ACCESS POINT ID:#7001-009-2 40 _ GR/GB:N/ISO:N „ 4 c 1 1>, L:91, 1 Cl. li G 3+90/H 0+08 + i PREPARED FOR: H 0+64 PLACE NEW L:8' 14"GX24"AXS 400 LT DUTY HH AT . DB(2)1.25" 042.57075172,-1 14.45615724 ACCESS POINT ID:#7001-009-2.2 1 - 135 GR/GB:N/ISO:N • � TILSON • G 3+98/H 0+00 PLACE NEW ' _)�• � — 14"9�X24"AXS 400 TIER 8 HH AT lotT = 042.57072901,-1 14.45595071 T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:#7001-009-2.1 info@tllsontech.com L:64' GR/GB:N/ISO:N _ DB(1)1.25"- REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV M�21 M� M/8 Mob ---- ---- ---- FILLER AVE E I SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C18 OF C18 1 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 01 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I rI I I—II 12"MIN.BELOW PROPOSED AXS =I I la I I—I I r-I I la I—I I�I I I—I I—I I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMIIM.1II IElIMlIIL REFER TO TFSD-306 it _ _ _ Ij1--.. I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I11-1I 1111=_l1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I1�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE 'I�I IIITI I I I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL —III—III—III—III—1�1 1�I—1I�1 I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N II1=111�II=1 I�n I=III-1 1�_ v -2 -2 REFER O I�—III—III—II-1I1�1I—II�I11 on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I1�I I—I I1=I I I—I I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—II II III I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fI-11I1-1-1I1-1 02/17/23 INITIAL SUBMISSION RNC I—I I I—I I h ALIGNMENT STATION(FT) 25 4"BORE HEAD. 07/20/23 REV 1 NV —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF -To VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. FILE NAME:TDS TWINID 0898GA 01 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898GA 01 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL JJ 1� ++ +++ T+ ++ ++ �O T ++4 F++i 060.00 DETAIL A SCALE 1 : 1 TILSON On a Mission T- (207)591-6427 R (207)772-3427 InfoOtIsontech.com TM oawvIIIr.+t;AND nE COPYRIGHT DRAWN:A Du Tod oeaMinp Ho ThIER£JP IS THE PROPPOMOf lVAA ATJD _ M4A-AXS-400R-ASSY-TDS REVISIONS A11AY NOT Be COPM WHOLLY OR•1 DATE DESCRIPTION INITIAL PART.AtJO THE CC*r&M-HEREOF MAY CHECKED: D"^''g-,T'e NC NOT bE D(SCLOSED TO At1Y TH;RD 0/ /23 INITIAL SUBMISSION R M4A-AXS-400R-A$$Y-TDS 07/20/23 REV 1 NV PARTIES WTHOL.,WS?rr-Et1 COt68it- DATE: 14/10/20Z0 IWW8+OLFS4AF91CA SCALE(A3): 1:6 - — 2o15r360106/07 -- — EVERfTE FACTORY PROMS,t-EEVELBERG SCALE ROAD(RS501.KLIPRIVER 1871 PO 80X 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL.GAUTEtIG _'" SIZE D SHEET: NTS '5-+27 11 OW 7023 MAlL nfo*FYuo cozy SHEET D02 O F D 16 FILE NAME:TDS TWINID 0898GA 01 AXS 400 H H DETAIL DIGl1M_ Dig Line,Inc. 811 or 800-342-158S TOP VIEW T ` TWINID 0898GA 01 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A � A O O 450_00 RIGHT VIEW: BOB m - ILSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com TM oQw11NMG ARJC TF1E COPVROGW DRAWN: A Du Tort TMeDeof 6Tfl000PPER Y OF MJ:A AtM M4A-AXS-40OR-ASSY REVISIONS �4G5 38 MAT 141117 W N1HOUT OQ 114 DATE DESCRIPTION INITIAL PART,AIJDTl1llCO"lTS7P1W"1NAY CHECKED: D.ew+grae. 02/17/23 INITIAL SUBMISSION RNC /JOT 8f 06CLOSM TO Al.^r TMM M4A-AY-S-4OW-ASSY 07/20/23 REV 1 NV PARR iJY{T1K)UT WVZTi8:COP41EW. OATS: 17/08/2020 ---- ---- ---- MA1JMOl.ES&M:RICA SCALE(A3): 1:6 -_ 201512WI06M7 -- -- EVEWE FACTORY PRSASE5.HE1DElaEQG SCALE ROAD IRSM,%.[LONWER 1871 SIZE B SHEET: NTS PO BOX 672 KLOR1VEIR 1871 MOVAAL,GAU'8.G SIZE D SHEET: NTS ta'27 11 900 7=1 OUR PRODUCTS BUILD NETWORKS SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898GA 01 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898GA 01 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 21.89 A I If -11 20.79 19.69 20,79 T I L S O N MQ On a Mission T: (207)591-6427 F: (207)772-3427 ?.99 TM CRAMIIIIIIiGAISD THE OOPYR10t DRAWN: A Du Torf °iO�"ANO" infoOttlsonlecn.com T►StEOf IS TIV PRQPPEI Y Of MaA At+o M4A-AXS-500R-ASSY MAY NOT,BE COPW WMpl1Y OR IN REVISIONS PART.AI4D THE COtre rS THWe0f MAT CHECK®: D rawirQ Terse- DATE DESCRIPTION INITIAL NOT 6E DISCLOSED TO A!"IY"RO 500R An CHAMBER REVWI 02/17/23 INITIAL SUBMISSION RNC PAP1B WfTI CUT"rT54 CONSBIf DATE: 12/08/2020 07/20/23 REV 1 NV -A SCALE(A3).1.7 SECTION A A 201s13d0106/07 - — R evER>ITE fAcToaY PRawss,rieoElaEltc 0 21.85 — RCAF(RS50).KUPRIVER 18711 SCALE PO5Ox 672 KUPRIVER 1571 SIZE B SHEET: NTS MD'YAAA-GALF-54G �J _ -U:+27 11 903 7023 NETWORKS SIZE D SHEET: NTS MOML 9*00"WaAMM SHEET D04 OF D16 FILE NAME:TDS TWINID 0898GA 01 AXS 900 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 0993 0610 0898 r- 0558 SE C T10N A_A TWINID 0898GA 01 —o I — —� — TWIN FALLS,ID E KEY DIMENSIONS FOR 900 M OIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL �--�+ DEEP MEDIUM DUTY ICT ACCESS POINT. — Ap I MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS, FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAWING NO. 0070—CIV-002—ASS — ALL OTHER DIMENSIONS AND MATERIAL Y - SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND 3D PART FILES. I CAD FILE REFERENCE C057—CIV-002—ASS. v CONFORMS TO THE MEDIUM DUTY (MD) REOUIREN_NT OF 4C kN ACCORDING TO SANS 1882 2003 m \ N m o _o - � .22 1 a o 80 30—j 0971 ' T SLACK o� BRACKETS - f 050 DRAINAGE T I L S ON O KNOf KOUT On a Mission T: (207)591-6427 F: (207)772-3427 InfoOttlsontech.com I DOME CLOSURE REVISIONS BRACKETS DATE DESCRIPTION INITIAL LS / 02/17/23 INITIAL SUBMISSION RNC (1 _'• +� � 1 07/20/23 REV 1 NV DRAWIt K H SCHMITT • � 900 R MD © CivllworkS grct,I- CHECKED: _ RE ESS 5 DEEP J 900 MM DIA x 90D MM DEEP, --FOR ID TAG DATE 2018-M12 MEDIUM DUTY ICT ACCESS SCALE GMKYJP P.0-BOX M KLIPIYER 1871 SCALE: PONT SIZE B SHEET: NTS EVERRE PP£S FACTORY PREMISES srsa•►9CEUeetGRON3 IaX>FUVEt SIZE D SHEET: NTS . AF A t�Mt.ML'NC TMt CO►AlOW T�f%is TTE MO►ENT`'Ci VAL WORK& SECTION B—B T0.0119037SOMO4W3, u+aWAY*WKt0P*0w.0LLYCta►.nt,A.%OT,tonntMTsrPlILft0FWAT SHEET D050FD16 EMAIL Obadt OOa NOT� 0llC A/E0 T0AW TMM "AT&S W-MC OLP*MTTEH:OitsfMT UI�T£ i .CDD FILE NAME:TDS TWINID 0898GA 01 CHARLES 101 - 8"XT PEDESTAL : DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 01 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 ? . 5 INSIDE .•s 7. 5 ' ' PADLOCK INSIDE °• HASP � � s �I D I 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV SCALE SIZE B SHEET: NTS Iwiles. ��>� SIZE ORATING !14. ISS. SIZE DSHEET: NTS ,�, �' '� A I Q I H O 1 I - I I Q Q 0 P REV. SHEET D06 OF D16 THIS IS TIE+°JPEIP OF CXalF3 IN:UITII E7 LTD. uD SNIII 101 6E S[llF ,18l U4 I101 Nll 01 I-I 1000'NP SNIIT I Of I IEMDIUCED. CRIE1 a 73F0 I.A°r M.■p NETII+E°T.l TO T1411 IITEOTS FILE NAME:TDS TWINID 0898GA 01 CHARLES 104 - 12"X1 1 " PEDESTAL : DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898GA 01 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r- 4 I 1 . 25 INSIDE _= LOCKING- _ HASP I I I I 22 , 00 I 38 . 08 Li 1 10 , 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com I REVISIONS DATE DESCRIPTION INITIAL I 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 2I 37 SCALE . 150 _ I SCALE SIZE B SHEET: NTS SIZE oeAw l kG N0. ISS. SIZE D SHEET: NTS B I 04HC I I - I I OOOYY{{����P REY. SHEET D07OFD16 TNIt 17 TIE vn;vFCTy of COPLES IsC,MIES LTD 440 SKI. %cT D Gt illL Su pE1M00ttES CMIFa 0►uSED Is.rl mk[l D[TLI-EMTIL TOTNEIR 14SESTi. iC"LE 125 IOI HO I I-I IOOO1P SHEET I 0' I FILE NAME:TDS TWINID 0898GA 01 TFSD-301 TYPICAL TRENCH o«- lc Dig Line, Inc. 2 14 T W I N I D_0898GA_01 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 OOo SUBGRADE OR Jp o0O0 0 o NATURAL GROUND 1 1 \O I 0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° j p° PROPER SHORING 0 \ O OR LESS THAN 5' �p LEGEND \ o C o /y O` 12 �o \\ 6 O CUT BACK, 12" MINIMUM. O 0 / o \ O O J O O2 SURFACE REPAIR WIDTH, 6' MINIMUM. p N j o O EXISTING SURFACE. F C o j w w =o \\ Op a 13 ® EXISTING BASE. o o �\ < p O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w= '3 O° 15 ° 7 >W >Q , 0 0 JOo�/\ © TRENCH BACKFlLL PER SECTION-306. Ir o j Op°0OO° o_0 Vp o p0 //\ O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). w w e. •° 16 6" MIN. \� a a—i \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w i EACH 6 STABILITY (PER SECTION-304). Fe d \ SIDE O °• \\ 10 UNDISTURBED SOIL (TYP). \ : ° \ �\ NOTE B /� /\ \/� 11 NEW PAVEMENT AND BASE. �\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10—// OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 17 REVISIONS SECTION 307). 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 1© ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON OA TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFlLL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL 0 MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 02/20/23 wmAt nissioN R REV 1 N V 07/20/23 REV V 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TDS TWINID 0898GA 01 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT g 2 PER SEC. 3� �4 VARIES o I � p p 1 T W I N I D_0898GA_01 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 6 5 EXISTING_ 0 11 OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE BASE (MIN.) UNLESS A GRATER DEPTH S OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OS MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH Og CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 02/17/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 07/20/23 REV i NV 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NITS SIZE D SHEET: NTS TWIN OFALLS SURFACE REPAIR DETAILS N� TFSD- 303 SHEET D090FD16 FILE NAME:TDS TWINID 0898GA 01 SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc'8TI or 800-342-1585 W/2 W/2 TWINID 0898GA 01 777777q� TWIN FALLS,ID F._7 MATERIAL DESCRIPTION QTY ACTUAL 2 TYPE 1 N.T.S. W/2 W/2 3 D 4 TYPE 2 N.TS. W/2 W/2 0 0 Ll NOTES: TYPE 3 O CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2X CROWN ON ALL ROAD TYPES. LEGEN D IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. (D NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8- MIN. OF 3/4- MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95%DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 R (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIsontech.com BACK SLOPE WITH 4:1 BACK SLOPE O PLACE 10" OF 6' MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED, THE FLOW LINE OF THE DRY DENSITY. DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATEBASE COURSE Q PLACE 3- OF 3/4" ROADMIX GRAVEL. 70 ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 02/17/23 INITIAL SUBMISSION RNC APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 07/20/23 REV I NV DRY DENSITY. --- IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCTION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898GA 01 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898GA O1 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL klml a - BOTTOM OF PLANT MIX PAVEMENT 3 a b 6 a d O ad 8 4. :.:;�'::•..:.. r:. EXISTING CITY UTILITY \�----- ----7v n \ LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. O2 SURFACE REPAIRS PER SECITON-307 AND TFSD-303. O3 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. O TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF 3/4" OUTSIDE VEHICLE TRAVEL AREA. Op USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE L 5 0 LESS THAN 6" IN DIAMETER. O5 PIPE OR CONDUIT. .. 8O COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T: (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. 7O MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 07/20/23 REV 1 NV REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A ____ ---_ ___- 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TDS TWINID 0898GA 01 SD-307 BORING AND JACKING DETAILS DIG Dig Line,Inc. 8TI or 800-342-1585 4 TWINID 0898GA 01 1 raft-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 18, 24" D SKID DETAIL LEGEND N T �1 SKID CUT TO FIT. O2 CARRIER PIPE. Q 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE. 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8- MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL OUTSIDE PIPE BELL. 2 5 @ 2" X 0.050" STAINLESS STEEL STRAPPING. 4" O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O7 ANNULAR SPACE FILLED WITH SAND, GROUT, 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. le 3 NOTES: 1" MIN. CLEARANCE O IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission 0 SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 tnPoOttlsontec.co SEC11ON A-A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m N.T.S. THE LINE AND GRADE AVOIDANCE OF CARRIER PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV �0; IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR I CONSTRUCTION DETAILS NO SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898GA 01 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1GUM Dig Line, Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID 0898GA 01 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 126.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. 0 © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. .. OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 02i17i23 INITIAL SUBMISSION RNC © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 07/20/23 REV I NV 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:TDS TWINID 0898GA 01 TFSD-802 TYPICAL RURAL STREET SECTION ® DIG" : Dig Line,Inc. 811 or 800-342-1585 STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH I TWINID_0898GA_01 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w r— qR/ OP COP R 5 3 eS 5� 6 S £4 P\E 3 �I 3 1 (� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT h BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT—OF—WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND 0 �, TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. OF STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUB SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT o7/20/23 NiTAt REV nissioN RNC I NV DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. o/20/23 Rev O BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK -- -- -- SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE -- -- -- LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898GA 01 TFSD-803 TYPICAL PAVED ALLEY SECTION ® DIG"" : Dig Line,Inc. 811 or 800-342-1585 R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5" AS MM7 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID 0 FALLS, I 01 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION QTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 2 8" THICK CONCRETE 2% RIBBON CURB O O� O O� O� ° QOO O�QOO O�QOO MINUS CRUSHED GRAVEL OO O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH F/L 3" BELO OWN AND EDGE 1 2 -- LEGEND TYPE IV-NEW ALLEYS O1 HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. T I L S O N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. On a Mission T: (207)591-6427 F: (207)772-3427 NOTES: InfoOtnsonleoh.00m OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS t�B ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 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 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FD16 FILE NAME:TDS TWINID 0898GA 01 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** T W I N I D_0898GA_01 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL .:? \,\9 OF EtP k6 5 SS. Rq p�ps 2 1 Rik' NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. n n O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. OE MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL-DE-SAC TO RANGE BETWEEN 1% AND 3% STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R/W WIDTH TYPE OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL-DE-SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL-DE-SAC CIRCLE. 1O CONCRETE SIDEWALK. 2O STANDARD OR ROLLED CURB. ' O3 RIGHT-OF-WAY LINE. L 5 0.v, STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [16.51 17.0 [20.0] DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC TOTAL 10.5 23.0 26.0 07/20/23 REV 1 NV PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 ---- ---- ---- IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. -- -- -- 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898GA 01