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Home My WebLink AboutTWINID_0898DA_02_REV0-compressed.pdf DFN NAME : TWINID 0898DA 02 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID •T'+ _ • •' 'T l•' + ilp NOW }-^ - *T��j�ra , ��`='�=�- :fir!. ��. ■ .-' �. '- ..� a � �'� � ` } i ... - I • �/ �}�1 i J , .. .ly- w 4 i�1 � - I wr �� '" ' �} - -��ir'�• 1 .i.,.l.�. -,1 � a 1 _• � r s a= #�� .,� `` .5.. I ,�yl. � .� + � .F {I. �� Y�ii�--''i..iii,,,44�4_x-x•S:�' - � - �- a I - ,• �� , - •-�!i� � � - � ,_ ��'•11 �� + - �*_� � � �' _ - �.-_ .' •ter _ s 4 y , _ �' r r TDS ® °I°" �PERMIT LOCATION MAP Dig Line.Inc. B' , BCA3-342.158S i START PROJECT 42.57116828, _ TWINID_0898DA_02 -114.49305864 r - *e ; - TWIN FALLS,ID C 10 C 1 1 -- 1 C 14 ' F MATERIAL DESCRIPTION QTY ACTUAL I � 4"7 C05 ' C06 C15 • _ V - _ C13 CO3 C16 !� t 1 i 7 ` Ire � r..- ti`•. , - L . I C 12 C04 C09 C `•' �' ' h - out mww .. __ TWIN FALLS CANAL CO. - : . ` `�`�"'' �' T I L S 0 �. LATERAL 38 r' - ■ # T: (207) 5n_foOtisontech20o7m 772-3427 REVISIONS DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV PERMIT JURISDICTION TWIN FALLS SHEETS: COI -C16 NEW UNDERGROUND 12,194' SHEETS: CO1 -C16 EXISTING UNDERGROUND 0' SCALE SIZE B SHEET: NTS TOTAL FT 12,194' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 2.31 FILE NAME:TDS TWINID 0898DA 02 44 DIGILIN TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898DA_02 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . C01-C16 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 08/25/23 INITIAL SUBMISSION NV . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 440��' E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898DA 02 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898DA 02 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 TILSON N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 N tnPoOttleontech.com co Network Specialist I-OSP Engineering g 719-679-2507Joshua Camachoo OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE SIZE B SHEET: NTS C, Todd Naylor NS-1-Route Acquisition 541-797-0539 o SIZE D SHEET: NTS SHEET BOl OF B03 0 0 7 1 ILE NAME:TDS TWINID 0898DA 02 ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 08/25/23 TWINID 0898DA 02 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%x"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE M 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 N 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o8/25/23 INITIAL SUBMISSION NV MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 0 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE u PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT o HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS Q 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. co SHEET B02 OF B03 0 0 7 FILE NAME:TDS TWINID 0898DA 02 SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONDUITSCHEDULE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT I tDB(l)lL2S" DIRECTIONAL BORE(1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E u/E DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C—————— DIRECTIONAL BORE 3 1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT —DB— �nB� DIRECTIONAL BORE 1 1.25'DIRECTIONAL BORE MULTIPLE CONDUIT —BB— idDB— DIRECTIONAL BORE 2 1.25' TWINID 0898DA 02 EXISTING OVERHEAD ELECTRIC —OE OE DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID FUTURE DIRECT BORE 1 F DROP FIBER —DB— —BB— EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER —W W CENTERLINE —CA —C/L EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK s/w s/w ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) (D PROPERTY LINE —— — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L- — F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m I I GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL ITS) 0 38G TERMINAL ggG B8G WATER MANHOLE(WMH) O C12 TERMINAL C12 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ CAPPED CONDUIT SEWER VALVE(SV) ® TIE-IN/CONDUIT COUPLER T I L S O N SEWER MANHOLE(SMH) ® ®N On a Mission O N STORM DRAIN MANHOLE DMH , T: (207)591-6427 F: (207)772-3427 ( ) EXISTING COMM LINE N InPoOtBaontech.com z CATCH BASIN(CB) ® EXISTING GAS LINE , o REVISIONS CULVERT )CUL EXISTING POWER LINE , DATE DESCRIPTION INITIAL ( 06/25n3 INITIAL SUBMISSION NV GAS MANHOLE(GMH) © EXISTING STORM DRAIN LINE ' GAS VALVE(GV) (9 EXISTING SEWER LINE , GAS METER(GM) 45, EXISTING WATER LINE , U UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE oI SIZE B SHEET: NITS UNKNOWN HANDHOLE(UHH) 0 TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898DA 02 NOTES: 01GLINE0 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. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN RIVER RIDGE —E POWER LINE CENTER IRRIGATION LINE _ E] ELECTRIC HANDHOLE IRRIGATION ACCESS if ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL hl WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE 0+07 ® CATCH BASIN CULVERT A L:7' A 2+60 PLACE NEW DB(1)1.00" L:260' 14"OJX24"AXS 400 LT DUTY HH AT DB(1)1.25" 042.57113123,-114.49209934 M/N�� ACCESS POINT ID:5000-009 �-M/N A 1+61 GR/GB:N/ISO:N DB M/21 � (V I M �- - U w L: M/8 w � i , _ abz' R/W DB(1)1.25" R/W W U..I C01 C06 CI5 R/W W w cla co c, R/W W — W { A 0+00 PLACE NEW i A 3+03 DB az cw cos 14"0X24"AXS 400 LT DUTY HH AT _ O 042.571 16828,-1 14.49,05864 I _ ACCESS POINT ID:5000-008 GR/GB:Y/ISO:N LATERAL 38 � U —R/ H 12+58/N 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 042.57078054,-114.49224990 ACCESS POINT ID:5000-017-6.1 GR/GB:N/ISO:N PREPARED FOR: N 0+96 PLACE NEW i 14"OX24"AXS 400 LT DUTY HH AT L:30' 042.57065511,-114.49243630 I DB(1)1.00" ETILSON ACCESS POINT ID:5000-017-6.2 GR/GB:N/ISO:N L.46 i y DB(2)1.25" T:(207(591-6427 F:(207)772-3427 info@filsonfech.com H 12+12/N 0+46 ,. REVISIONS DATE DESCRIPTION INITIAL A L:73' 08/25/23 INITIAL SUBMISSION NV � - L DB(1)1.25" DB(1)1.25" L:33' DB(1)1.00" 2 PIPES SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C01 OF C 16 0 NOTES: 01GLINE0 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. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL D DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —D:—DB— FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE CANAL CROSSING DRAWING TWINID_0898DA_02_CC FOR CANAL CROSSING DETAILS —R/W— RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 10 -W WATER MAIN 11 SEWER SD STORM DRAIN WER LINE 10'UTILITY EASEMENT —E ROGATION LINE TWIN FALLS COUNTY E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS DOC#:018566 ELECTRIC METER Q ELECTRIC VAULT C 0+98/D 0+00 PLACE NEW ( I ® ELECTRIC MANHOLE m ELECTRIC CABINET U/E 14"0X24"AXS 400 LT DUTY HH AT y( 042.57138048,-1 14.48961 120 i t LIGHT POLE TRANSFORMER ACCESS POINT ID:5000-012-1 _ OS SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N C 0+85/D 0+13 ® SEWER VALVE ® GAS VALVE E D O+J 1 i'� TS TRAFFIC SIGNAL GAS METER R r - © COMM MANHOLE ® WATER VALVE f I I DB © COMM HANDHOLE HYDRANT 3 CABLES �— ® COMM PEDESTAL hl WATER METER I L:13' I OD DRAINAGE MANHOLE 0 UTILITY POLE DB(2)1.25" A � ® CATCH BASIN CULVERT L:85, DB(1)1.25" 10'UTILITY EASEMENT A 10+56/B 0+00/C 0+00 PLACE NEW TWIN FALLS COUNTY 22"OX21"AXS 500 HH AT 2 CABLES DOC#:018566 I A 7+22 PLACE NEW 042.571 14545,-114.48959983 14"OX24"AXS 400 TIER 8 HH AT c:: ACCESS POINT ID:5000-012 042.57107356,-114.49071426 w GR/GB:Y/ISO:N Z ACCESS POINT ID:5000-010 NEW ~ T ' A 9+32 PLACE U GR/GB:N/ISO:N L:40 DB(1)1.00" 14"9JX24"AXS 400 TIER 8 HH AT L I U { A 7+66 L:210' 042.57105768,-1 14.48993859 Th ACCESS POINT ID:5000-011 O GR/GB:N/ISO:N DB(1)1.25" A 10+21Lu w — Mb Y A 10+07 3, w cm cos cs = A 7+54 / '^ W DB V/ CI? C04 C09 W DB O DB— W B 0+45 O _ DB W---- A 9+50 W W U i A 6+77 �QD W W u LATERAL 38 W _ I J 5+03 PLACE NEW o E 0+62 PLACE NEW PREPARED FOR: Q 14"OX24"AXS 400 LT DUTY HH AT R/ 14".5707 AXS 411 LT DUTY 64 AT 042.57069462,-114.49091550 ACCESS POI ,-114.48956564 } ACCESS POINT ID:5000-017-1-4.1 L:178' ACCESS POINT ID:5000-013.1 w bA. DB(1)1.25" GR/GB:N/ISO:N —f GR/GB:N/ISO:N U :E DB(1)1.00" 3 L:10' DB(1)1.00" ETILSON >- DB(1)1.00" L:7' Lu I T:(207(591-6427 F:(207)772-3427 DB(1)1.00" Q E 0+43 info@filsonfech.com I Q 1+57 PLACE NEW I I REVISIONS A 12+34/E 0+00 PLACE NEW - 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL 042.57070450,-1 14.49107640 L:110' I L:62' ACCESS POINT ID:5000-017-1-4.3 I DB(1)1.25" 042.5706E PO T ID: 000-012 DB(1)1.25" 08/25/23 INITIAL SUBMISSION NV GR/GB:N/ISO:N - _ ACCESS POINT I:N/ISO:N GR/GB:N/ISO:N 3 L:113' � L.97 SCALE DB(1)1.25" DB(1)1.25"- 1SIZE BSHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV CO2 OF C 16 0 NOTES: 01GLINE0 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO2 W WATER MAIN 11 SEWER SD STORM DRAIN 3 m POWER LINE p m L:1 9' .X -E IRRIGATION LINE p l \ 1 F 0+59 PLACE NEW n ELECTRIC HANDHOLE � DB(1)1.00" � IRRIGATION ACCESS \ � A 13+31 /F 0+16 14"OX24"AXS 400 TIER 8 HH AT IL 3 I 042.57039828, 1 14.48955796 lb ELECTRIC METER O ELECTRIC VAULT � OPTITAP:TERMINATING L-u L.5 I L•16' ACCESS POINT ID:5000-014.1 ® ELECTRIC MANHOLE m ELECTRIC CABINET Q DBOW00" DB(2)1.25" GR/GB:N/ISO:N ,yam L.T '>rF LIGHT POLE TRANSFORMER D B(1)1.0 0" L:10' DB(1)1.00" OS SEWER MANHOLE © GAS MANHOLE Q 0+44 PLACE NEW J 3+93/Q 0+00 PLACE NEW SEWER VALVE GAS VALVE L:44' TS TRAFFIC SIGNAL G GAS METER 14"OX24"AXS 400 LT DUTY HH AT DB 1 1.25" I L:43' L:31' 14"OX24"AXS 400 TIER 8 HH AT ( ) 042.57039316,-114.49091683 A 13+47/F 0+00 PLACE NEW 042.57039339,-114.49108040 I DB(1)1.25' DB(1)1.00" © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:5000-017-1-4.2 ACCESS POINT ID:5000-017-1-4 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N GR/GB:N/ISO:N 042.57035465,-1 14.48971917 © COMM HANDHOLE HYDRANT L:116' ACCESS POINT ID:5000-014 L:115' ® COMM PEDESTAL l91 WATER METER DB(1)1.25" 3 GR/GB:N/ISO:N DB(1)1.25" O DRAINAGE MANHOLE C-0)UTILITY POLE \ L:200' ® CATCH BASIN CULVERT Q L:56' L:34' DB(1)1.00" _ Lu Lu 1 L Ill 3:: Q M I DB(1)1.25" �--I OPTITAP:40/60 x DB(1)1.00" J 2+78/P 0+00 PLACE NEW DB(1)1.00" P 0+44 PLACE NEW L:44' 14"OX24"AXS 400 TIER 8 HH AT L L 14"OX24"AXS 400 TIER 8 HH AlDB(1)1.25" 042.57007621,-114.49092460 A 14+58 PLACE NEW F 1+74 PLACE NEW r r � I.I_I 042.57007918,-114.4910886C I ACCESS POINT ID:5000-017-1-3 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT W GR/GB:N/ISO:N co, cos cs �J„I ACCESS POINT ID:5000-017-1-3.1 1 042.57005001,-114.48972375 � 042.57008257,-114.48956254 �J,J GR/GB:N/ISO:N- I ACCESS POINT ID:5000-015 a ACCESS POINT ID:5000-014.2 fr GR/GB:N/ISO:N GR/GB:N/ISO:N c,s Coo cos O L:107' M O DB(1)1.25" DB(1)1.25 L:32' = L:94' DB(1)1.00" A DB(1)1.25" U J 1+70 PLACE NEW 3 L:44' 14"OX24"AXS 400 LT DUTY HH AT I 042.569781 19,-1 14.49093250 A 15+52/G 0+22 DB(1)1.25" < �i ACCESS POINT ID:5000-017-1-2 G I GR/GB:N/ISO:N L:32' G -� L:7' DBO W00" L:22' G 0+66 PLACE NEW PREPARED FOR: L:7' 14"OX24"AXS 400 TIER 8 HH AT P 1+51 PLACE NEW I DB(1)1.0a, I DB(2)1.25" I' 042.56979003,-114.48956740 14"OX24"AXS 400 TIER 8 HH AT I L:9' I ACCESS POINT ID:5000-016.1 042.56978585,-114.49109000 L:109' DB(1)1.00" w I GR/GB:N/ISO:N ACCESS POINT ID/GB: 017-1-3.2 I DB(1)1.25" 3 T I L S O N GR/GB:N/ISO:N 3 A 15+75/G 0+00 PLACE NEW � \ 1 14"OX24"AXS 400 TIER 8 HH AT Of 424 L:300' — 042.569731 14,-1 14.48973131 o I \ ACCESS POINT ID:5000-01 b T:(207(591-6427 F:(207)772-3427 g I I GR/GB:N/ISO:N I L:112 info@tllsontech.com K 1+OS PLACE NEW J 0+62 PLACE NEW DB(1)1.25 REVISIONS 14'OX24'AXS 400 LT DUTY HH AT \ DATE DESCRIPTION INITIAL 14"OX24"AXS 400 LT DUTY HH AT 042.56948331,-114.49093370 08/25/23 INITIAL SUBMISSION NV 042.56948560,-114.49109800 ACCESS POINT ID:5000-017-1-1 I L:111' ACCESS POINT ID:5000-017-1.1 o GR/GB:N/ISO:N I DB(1)1.25" G 1+78 PLACE NEW GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT L:7' I 042.56948202,-1 14.48957222 DB(1)1.00" ACCESS POINT ID:5000-016.2 DB(1)1 00" 1 a GR/GB:N/ISO:N SCALE SIZE BSHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV CO3 OF C 16 0 NOTES: 01GLINE0 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. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB—DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB—DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. TDB—DB— FUTUREDIRECTBOREIF DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO3 W WATER MAIN 11 SEWER ' — E STORM DRAIN Q L:62' H 3+83/J 0+00/K 0+00 PLACE NEW Q L:14' —E POWER LINE i DB 1 1.25" 14"0X24"AXS 400 LT DUTY HH AT IRRIGATION LINE ( ) DB(1)1.00" I E] ELECTRIC HAND HOLE IRRIGATION ACCESS L:313' 042.56931383,-114.49093572 ❑v ELECTRIC VAULT LL�I DB(1)1'25 L:500' L'61 ACCESS POINT ID:5000-017-1 LLB A 16+g5/H 0+00 PLACE NEW ELECTRIC METER LELECTRIC CABINET oo.'X DB 1 1.25" -� 3 22"0X21"AXS 500 HH AT ( ) L. 44' GR/GB:Y/ISO:N J 3 ® ELECTRIC MANHOLE Q M/ 042.56942749,-1 14.48973775 I yL DB DB(2)1.25" L.12 Q y�,it LIGHT POLE 0 TRANSFORMER L:275' ACCESS POINT ID:5000-017 DB M/21 DB(1)1.25" GR/GB:N/ISO:N i OS SEWER MANHOLE © GAS MANHOLE W 15 M/ A 17+46/H 0+61 I ® SEWER VALVE ® GAS VALVE f w— DB i TS TRAFFIC SIGNAL � GAS METER W © COMM MANHOLE ® WATER VALVE A 17+93/H 1+08 H © COMM HANDHOLE HYDRANT din—am— M/Z1 ® COMM PEDESTAL WATER METER L:S3' OD DRAINAGE MANHOLE 0 UTILITY POLE —R/W— DB 1 1 25„ L:108' - ® CATCH BASIN ��CULVERT r ( ) DB(2)1.25" Ss pw f R/Iry--- � l , -L —R/W � - N � I rl DR. DUSTIN _ A 18+47 p U ZIEBARTH EXISTING AXS 400 LT DUTY HH AT U 042.569121 18,-1 14.48992440 h I I I IF PLANNED STRUCTURE (SEE DFN:TWINID_0898DA_08) IS NOT YET INSTALLED, w CONTRACTOR WILL INSTALL STRUCTURE. 3 w Lu I I I SEE DETAIL#5000-018 co, cos c,s GR/GB:Y/ISO:N I f = C13 co c, Lf)O � � I O CI] C04 C09� Q - Q i I PREPARED FOR: , i ETILSON ` I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com I - _ REVISIONS �I DATE I DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV I 3 Of SCALE SIZE B SHEET:1"=50' SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C04 OF C 16 0 NOTES: 01GLINE0 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 11 -W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE 15'UTILITY EASEMENT E] ELECTRIC HANDHOLE IRRIGATION ACCESS TWIN FALLS COUNTY DOC#:018566 � ELECTRIC METER Q ELECTRIC VAULT �L y®� ELECTRIC MANHOLE m ELECTRIC CABINET L:200' Rt I { LIGHT POLE 0 TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE L:147' I i ` I I ® SEWER VALVE ® GAS VALVE DB(1)1.25" I I L 300 TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER OPTITAP:20/80 O DRAINAGE MANHOLE C-0)UTILITY POLE CATCH BASIN CULVERT D 1+60 PLACE NEW I 14"OX24"AXS 400 LT DUTY HH AT 042.57135860,-114.48901823 1 ACCESS POINT ID:5000-012-2 GR/GB:N/ISO:N (V 10'UTILITY EASEMENT I 10 0 TWIN FALLS COUNTY B 7+78 PLACE NEW 0 U DOC#:018566 I I 14"OX24"AXS 400 TIER 8 HH 8�69021AT I U B 3+53/S 0+00 PLACE NEW 0 ACCESS POINTIID 5 001 004 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N w .' L:353' 042.57097846,-114.48846774 II o. ai as DB(1)1.25" 1 5+09 PLACE NEW B 6+47 PLACE NEW I1J ACCESS POINT ID:5001-001 14"OX24"AXS 400 TIER 8 HH AT coi cos cis LLI 14"OX24"AXS 400 TIER 8 HH AT W B 2+10 GR/GB:N/ISO:N 042.57095216,-114.48788911 B 3+81 /S 0+27 ACCESS POINT ID:5001-002 ACCESS POI , ID:50 1-003 4 GR/GB:N/ISO:N ACCESS POINT ID:5001-003 GR/GB:N/ISO:N DB(1)1.25" as coo Cp9 0 137' L:15 L:31' O o DB(1)1.25" DB(1)1.00" DB(1)1.00" B 6+76 B 7+15 B I � 7+24 U B 6+83 U . L L L:27' L r W w- DB(2)1.25" L:49' W _ DB(1)1.25" 1; �' Q �- It R/W W L'131 PREPARED FOR: DB(1)1.00" R/W DB(1)1.25" R/W W ' S 0+76 PLACE NEW L:49' R/W W DB A 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.00" L.73 042.57084007,-114.48837296 DB(1)1.00" T I L S O N ACCESS POINT ID:5001-001.1 L:68' GR/GB:N/ISO:N DB(1)1.00" T:(207(591-6427 F:(207)772-3427 LATERAL 38 I info@filsonfech.com REVISIONS Y 1+44 PLACE NEW DATE DESCRIPTION INITIAL ( I I I 14"OX24"AXS 400 LT DUTY HH AT I 08/25/23 INITIAL SUBMISSION NV _ 042.57078358,-114.48699652 ` ACCESS POINT ID:5001-006.1 rJ I GR/GB:N/ISO:N SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C05 OF C 16 0 NOTES: 01GLINE0 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 14 -W WATER MAIN 11 SEWER -SD STORM DRAIN -E POWER LINE IRRIGATION LINE 2PIPES E] ELECTRIC HANDHOLE IRRIGATION ACCESS V 1+70 PLACE NEW I ELECTRIC METER O V ELECTRIC VAULT 14"OJX24"AXS 400 TIER 8 HH AT I ® m ELECTRIC CABINET 042.57154322,-1 14.48646100 ELECTRIC MANHOLE ACCESS POINT 114. 8646100 { LIGHT POLE 0 TRANSFORMER GR/GB:N 1ISO:N - I O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE L:104' DB(1)1.25" U 1+60/V 0+00 PLACE NEW I TS TRAFFIC SIGNAL GAS METER 14"O)X24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 042.57132444,-114.48630532 © COMM HANDHOLE HYDRANT ACCESS POINT ID:5001-005-1 V 0+66 PLACE NEW � GR/GB:N/ISO:N _ ® COMM PEDESTAL Q WATER METER 14"O)X24"AXS 400 TIER 8 HH AT i OD DRAINAGE MANHOLE � UTILITY POLE) 042.57125794, ACCESS POINT 11D 5001 005-- DB(1)1.25"02 I CATCH BASIN CULVERT GR/GB:N/ISO:N OPTITAP:20/80 DB(2)1.25" U 1+37/V 0+24 L:24 > Lr) U DB(1)1.00" Q T--I I I L:300, p- I (, � L:137' , C DB(1)1.25" W _ I • m. a, a, I C I Lu C01 C06 CI5 W I I W C13 CO3 C1 I T o t Z 1+60 PLACE NEW I (n B 9+37/T 0+00/U 0+00 PLACE NEW cls co cov 14"OJX24"AXS 400 TIER 8 HH AT � O I 14"OX24"AXS 400 LT DUTY HH AT 042.57081863,-114.48476260 O 042.57088436,-114.48631116 T 1+68 PLACE NEW Z 0+85 PLACE NEW ACCESS POINT ID:5001-009-2 L:159' / DB(1)1.25" ACCESS POINT ID:5001-005 . ,14"OSX24"AXS 400 TIER 8 HH AT 14"fdX24"AXS 400 TIER 8 HH AT GR/GB:N ISO:N GR/GB:Y/ISO:N 042.57085807,-1 14.48568916 042.57083010,-1 14.48503805 U I ACCESS POINT ID:5001-005.1 ACCESS POINT ID:5001-009-1 U L:168' GR/GB:N/ISO:N GR/GB:N/ISO:N Q DB(1)1.25" L:26' L:29' L:74' L:332' Q C - DB(1)1.09' DB(1)1.00" Or 11DB(1)1.25" DB(1)1.25" G - Z 1+67 Z 2+31 I PREPARED FOR: L:54' Z 2+37 DB(1)1.25" �Q IN DB h W W_� W L:53' 4-R�- e IN IN B 14+15/Z 0+32 DB(1)1.25" ETILSON L:144' W T:(207(591-6427 F:(207)772-3427 ( )DB info@filsonfech.com 1 1.25" L.24 �L.41 g 9+91 /B 10+73 � B 14+58 IN REVISIONS DB(1)1.00" DB(2)1.25" DB(1)1.25" L:141' L:32' I -R DATE I DESCRIPTION INITIAL DB(1)1.25" L:107' DB(2)1.25" I 08/25/23 INITIAL SUBMISSION NV B 10+32/Y 0+00 PLACE NEW B 11+67 PLACE NEW DB(1)1.25" E I B 13+08 PLACE NEWB 14+47/Z 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.57074504,-114.48646478 042.57072239,-114.48596490 14"0X2.5 AXS 73,-1 DUTY 92 33 042.57070165,-114.48544050 042.57067873,-114.48492433 ACCESS POINT ID-5001-006 I ACCESS POINT ID:5001-007 ACCESS POINT ID:5001-008 I ACCESS POINT ID:5001-009 SCALE GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N I AwSIZE B SHEET:1"=50' MATCH TO SHEET #C07 V SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C06 OF C 16 0 NOTES: 01GLINE0 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C06 W WATER MAIN 11 SEWER -S� STORM E POWER DIN LINE + I ' IRRIGATION LINE 1 - ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET I LIGHT POLE 0 TRANSFORMER pw OS SEWER MANHOLE © GAS MANHOLE M/a r L:337' ® SEWER VALVE ® GAS VALVE DB(1)1.25" M/a�� TRAFFIC SIGNAL �G GAS METER K/w ALLEYWAY © COMM MANHOLE ® WATER VALVE --R/W R/W -jam • M I © COMM HANDHOLE HYDRANT -R O M/a ® COMM PEDESTAL Q WATER METER - w ALLEYWAY O DRAINAGE MANHOLE )UTILITY POLE CATCH BASIN CULVERT R/W ® I AA 3+04/AB 0+00 PLACE NEWP 14"OJX24"AXS 400 LT DUTY HH AT , 042.56996191,-114.48622797 ACCESS POINT ID:5001-010-2 I GR/GB:N/ISO:N, A AA 4+27 PLACE NEW 342 I 3 U 14"OX24"AXS 400 TIER 8 HH AT AA 1+65 PLACE NEW 042.56998151,-114.48668370 14"St7X24"AXS 400 LT DUTY HH AT ,y ACCESS POINT ID:5001-010-3 042.56994048,-114.48571344 I B 17+93/AA 0+00 PLACE NEW L GR/GB:N/ISO:N ACCESS POINT ID:5001-010-1 14"OJX24"AXS 400 TIER 8 HH AT as r GR/GB:N/ISO:N 042.56991272,-1 14.48510073 I L:19' L:123' L:9' w L:165' ACCESS POINT ID:5001-010 coi cos cis w DB(1)1.00" DB(1)1.25" L:139' GR/GB:Y/ISO:N DB(3)1.25" --I OPTITAP:40/60 DB(1)1.25" DB(1)1.25" w L:400' L:52' B 17+37 TDB — DB(1)1.00" B 17+48 I a2 co cov 2 PIPES , L:43' M/a U W DB(1)1.25" B 17+84/B 18+02 L:42' Q — W W B 18+44/B 19+12 DB(2)1.25" �,� •�ry� L:95' DB(1)1.25" ! R/W W W— PREPARED FOR: L:31' L:143' — a R/W DB(1)1.00" AB 0+43 PLACE NEW DB(1)1.25" 14"OJX24"AXS 400 LT DUTY HH AT L:28' B 19+53 AB 1+38 PLACE NEW L:34' 14"OX24"AXS 400 TIER 8 HH AT 042.56984521,-114.48623310 DB(1)1.00" DB(1)1.25" 042.56985805,-114.48658720 i. ACCESS POINT ID:5001-010-2.1 T I L S O N ACCESS POINT ID:5001-010-2.21 GR/GB:N/ISO:N " GR/GB:N/ISO:N I I B 18+78/AD 0+00 PLACE NEW ; T:(207)591-6427 F:(207)772-3427 AD 1+43 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 30S info@filsonfech.com 042.56979787,-114.48519648 14"0X24"AXS 400 TIER 8 HH AT ACCESS POINT ID:5001-011 I L:391' REVISIONS 042.56982346,-114.48572600 GR/GB:N/ISO:N DB(1)1.25" DATE DESCRIPTION INITIAL ACCESS POINT ID:5001-011.1 _ I 08/25/23 INITIAL SUBMISSION NV GR/GB:N/ISO:N L:500' ALLEYWAY M/a /a SIZE B SHEET:1 o MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C07 OF C 16 0 NOTES: 01GLINE0 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. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 W WATER MAIN 11 SEWER a _ SD STORM DRAIN _ —E POWER LINE IRRIG -rr'w-_ _ - ALLEYWAY �—M/a E] ELECTRIC HANDHOLE ATION LINE IRRIGATION ACCESS - - M/ M/a � ELECTRIC METER ELECTRIC MANHOLE [I] ELECTRIC CABINET n iui f-V-)ELECTRIC VAULT 7 ALLEYWAY LIGHT POLE 0 TRANSFORMER — — i OS SEWER MANHOLE © GAS MANHOLE N/W I ® SEWER VALVE ® GAS VALVE a 1 TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE -a'a B 25+45 PLACE NEW B 23+03 PLACE NEW © COMM HANDHOLE HYDRANT B 26+39 PLACE NEW 14"�dX24"AXS 400 LT DUTY HH AT � 14"OX24"AXS 400 TIER 8 HH AT 14"0X24"AXS 400 TIER 8 HH AT 042.56901554,-1 14.48517480 ® COMM PEDESTAL Q WATER METER � 042.56906057, O-114.48606932 ACCESS POINT ID:5001-012 DRAINAGE MANHOLE UTILITY POLE 042.56907876, 114.48641660 � ACCESS POINT ID:5001-014 I GR/GB:N/ISO:N ACCESS POINT ID:5001-015 GR/GB:N/ISO:N � ® CATCH BASIN CULVERT GR/GB:N/ISO:N B 24+23 PLACE NEW L:300' DB(1)1.00" - 14"GX24"AXS 400 LT DUTY HH AT ■ OPTITAP:30/70 042.56903925,-1 14.48561870 DB(1)1.25" 1 L:2T L:122 ACCESS POINT ID:5001-013 i DB(1)1.25"k GR/GB:N/ISO:N M L:300' a DB(1)1.25" 'OPTITAP:20/80 U DB u W I B 22+37 M/a w 1 IN-- D. Cll C14 W_ M/a C01 5 W - C06 CI - /WLf) C13 CO3 C1 ,I �-R C12 C. /W C09 0 R/W R/W U � — /W G PREPARED FOR: ETILSON • T:(207(591-6427 F:(207)772-3427 — info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL - 08/25/23 INITIAL SUBMISSION NV M/a SCALE T SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C08 OF C 16 0 NOTES: 01GLINE0 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 16 -W WATER MAIN 11 SEWER SD STORM DRAIN IR/W -E POWER LINE IRRIGATION LINE El ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ELECTRIC MANHOLE mELECTRIC CABINET LIGHT POLE 0 TRANSFORMER SEWER MANHOLE GAS MANHOLE SEWER VALVE GAS VALVE B 29+96 PLACE NEW B 28+00/AE 0+00 PLACE NEW Ts TRAFFIC SIGNAL G GAS METER 14"fdX24"AXS 49+LT DUTY HH W 14"OX24"AXS 400 LT DUTY HH AT © COMM MANHOLE ® WATER VALVE 0424"AXS 4 0,LT DU 8 HH AT 042.56910443,-1 14.48701480 , © COMM HANDHOLE HYDRANT ACCESS POINT ID:5001-01b ACCESS POINTID:5001-017 I GR/GB: /ISO:N ® COMM PEDESTAL l�l WATER METER GR/GB:N/ISO:N N L:196 O DRAINAGE MANHOLE C-0)UTILITY POLE OPTITAP:TERMINATING DB(1)1.25" ._ L:45' ® CATCH BASIN CULVERT �M/ C 200' DB(2)1.25" I OPTITAP:40/60 l W LATERAL 38 M/21— 11 — DB �M/N W - a- r— _ De R/W �' - - 00 O R/W R/W — B 27+55/AE 0+45 0 U R/W —IR/W W U L:54' Lu I DB(1)1.25" LIJ co, cos c,s ui Lu � AE 0+99 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.56894837,-1 14.48685092 c" C0 Cp9 O ,I ACCESS POINT ID:5001-016.1 O GR/GB:N/ISO:N CQ I I Q PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET:1"=50' SIZED SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C09 OF C 16 0 NOTES: 01GLINE0 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN - —E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS �q\ `(fir ELECTRIC METER Q ELECTRIC VAULT M/8 \ ® ELECTRIC MANHOLE m ELECTRIC CABINET Z— M/b \ LIGHT POLE 0 TRANSFORMER 15'UTILITY EASEMENT — Q SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY DOC#:018566 ® SEWER VALVE ® GAS VALVE R/vy INTS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE _ U/E _ I © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER OPTITAP:TERMINATING U QD DRAINAGE MANHOLE )UTILITY POLE L:120' ® CATCH BASIN CULVERT I _ R 0+00 PLACE NEW DB(1)1.00" 14"OX24"AXS 400 LT DUTY HH AT R 1+20 PLACE NEW I' AT 042.57243425,-1 14.49022755 14"0X2.5 AXS 31,LT DUTY 78 00 ACCESS POINT ID:5000-012-1-4 042.57242931,-1 14.48978300 GR/GB:N/ISO:N l6k ACCESS POINT ID:5000-012-1-4.1 L:300'� I GR/GB:N/ISO:N m 26'UTILITY EASEMENT TWIN FALLS COUNTY DOC#:018566 1 —j3/n W C01 C06 CI5 4 w OPTITAP:40/60 M/b = Li N ,^ PLACE NEW rr cls co, cos 14"OX24"AXS 400 LT DUTY HH AT O 042.57205870,-1 14.49066913 - ACCESS POINT ID:5000-012-1-3 I W GR/GB:N/ISO:N \ � R/� I R/W 15'UTILITY EASEMENT I C 2+64 PLACE NEW PREPARED FOR: TWIN FALLS COUNTY w / 14"OX24"AXS 400 LT DUTY HH AT DOC#:018566 I 042.57166497,-1 14.48979821 ACCESS POINT ID:5000-012-1-1 L:300' / i GR/GB:N/ISO:N r4n UTILITY EASEMENT 3+94 PLACE NEW T ETILSON / TWIN FALLS COUNTY 14"0X24"AXS 400 LT DUTY HH AT DOC#:018566 042.57166816,-1 14.49028114 L:166' ACCESS POINT I D:5000-012-1-2 DB(1)1.25" T:'.71591-1427 F:'2071 772-3427 GR/GB:N/ISO:N info@filsonfech.com J� * p OPTITAP:40/60 L:130' REVISIONS 7If DB(1)1.25" x DATE I DESCRIPTION INITIAL 3 fl C 2+02 3 08/25/23 INITIAL SUBMISSION NV U/E 10'UTILITY EASEMENT TWIN FALLS COUNTY SCALE DOC#:018566 SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C10 OF C16 0 NOTES: 01GLINE0 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN -E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT y® ELECTRIC MANHOLE m ELECTRIC CABINET MIN LIGHT POLE 0 TRANSFORMER M/N M/H M/8 SEWER MANHOLE © GAS MANHOLE M/ ® SEWER VALVE ® GAS VALVE W TS TRAFFIC SIGNAL GAS METER / © COMM MANHOLE ® WATER VALVE R Y� d/W R/W IR/W _- I R/W R/W © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `hl' WATER METER r. 3/fl F� DO DRAINAGE MANHOLE )UTILITY POLE ® CATCH BASIN CULVERT PLACE NEW + 14"OX24"AXS 400 LT DUTY HH AT . 042.57224449,-114.48901905 ACCESS POINT ID:5000-012-5 GR/GB:N/ISO:N O — OPTITAP:TERMINATING i I I � I ' Ir I I � ~ i I ww m. al as Ww C01 C06 C15 O _ _ _ O PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57193130,-1 14.4890151 1 U ACCESS POINT ID:5000-012-4 U GR/GB:N/ISO:N Q -- OPTITAP:40/60 Q G I I I I PREPARED FOR: • I L:200' --� 15'UTILITY EASEMENT T I L S O N TWIN FALLS COUNTY DOC#:018566 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com PLACE NEW REVISIONS 14"OX24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL 042.57163232,-114.48901825 ACCESS POINT ID:5000-012-3 08/25/23 INITIAL SUBMISSION NV GR/GB:N/ISO:N --i OPTITAP:30/70 SCALE - SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C11 OF C16 0 NOTES: 01GLINE0 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 13 -W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE (7� IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS Z1 li _ \ � ELECTRIC METER Q ELECTRIC VAULT --M/a- ® ELECTRIC MANHOLE m ELECTRIC CABINET - DB LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE W H 7+41 PLACE NEW ® SEWER VALVE ® GAS VALVE 1 14"OX24"AXS 400 LT DUTY H H AT Ts TRAFFIC SIGNAL GAS METER 042.56936253,-1 14.49226305 © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:5000-017-2 © GR/GB:N/ISO:N p COMM HANDHOLE � HYDRANT ® COMM PEDESTAL Q WATER METER R/W O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT I I ` DR. DUSTIN ZIEBARTH W C01 Lu C06 CI5 CIS C. C09 �i PREPARED FOR: I 3 ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS — — , DATE I DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV -777 Ar k SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C12 OF C16 0 NOTES: DIGL I NEO 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. 6.A D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREINOeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHA MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C01 W WATER MAIN 11 SEWER SD STORM DRAIN 2 PIPES —E POWER LINE IRRIGATION LINE OPTITAP:TERMINATING - E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT H 11+39 PLACE NEW ® ELECTRIC MANHOLE m ELECTRIC CABINET 14"OX24"AXS 400 TIER 8 HH AT y( 042.57045462,-114.49225260 i t LIGHT POLE 0 TRANSFORMER ACCESS POINTID:5000-017-6 OS SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE L•85' TS TRAFFIC SIGNAL GAS METER M 0+50 PLACE NEW DB(1)1.25" © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 LT DUTY HH AT 042.57022200,-114.49244297 © COMM HANDHOLE HYDRANT H 10+54/M 0+00 PLACE NEW ^ ACCESS POINT ID:5000-017-5.1 1 14"OX24"AXS 400 TIER 8 HH AT ® COMM PEDESTAL hl WATER METER GR/GB:N/ISO:N I i 042.57022057,-114.49225418 OD DRAINAGE MANHOLE 0 UTILITY POLE ACCESS POINT ID:5000-017-5 ® CATCH BASIN CULVERT GR/GB:N/ISO:N l i L:25' DB(1)1.00" L:50 L:100' DB(1)1.25" DB(1)1.25" M L:200' O m. a, a, H 9+54 PLACE NEW w co, cos c,s 14"OX24"AXS 400 TIER 8 HH AT ui 042.56994499,-114.49225790 ACCESS POINT ID:5000-017-4 GR/GB:N/ISO:N OPTITAP:30/70 O L:31' DB(1)1.00" L:102' DB(1)1.25' i. L 0+52 PLACE NEW PREPARED FOR: 14"(dX24"AXS 400 LT DUTY HH AT Illor 042.56966647,-1 14.49245240 H 8+52/L 0+00 PLACE NEW ACCESS POINT ID:5000-017-3.1 14"OX24"AXS 400 TIER 8 HH AT GR/GB:N/ISO:N 042.56966647,-114.49225930 ACCESS POINT ID:5000-017-3 GR/GB:N/ISO:N OTILSON OPTITAP:20/80 T:(207(591-6427 F:(207)772-3427 L:52' info@filsonfech.com DB(1)1.25" ` L:24' REVISIONS T DB(1)1.00" DATE I DESCRIPTION INITIAL L:111' 08/25/23 INITIAL SUBMISSION NV DB(1)1.25" SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C13 OF C16 0 NOTES: 01GLINE0 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER -SD STORM DRAIN -- -E POWER LINE IRRIGATION LINE 7�1 I E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET �I TRANSFORMER OSSEWER MA SEWER MANHOLE © GAS MANHOLE M/N M/a M/a ® SEWER VALVE ® GAS VALVE TS TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT = Raw T RAW ® COMM PEDESTAL Q WATER METER I O DRAINAGE MANHOLE 0 UTILITY POLE Z77 ® CATCH BASIN CULVERT V 4+19/X 0+00 PLACE NEW 14"0X24"AXS 400 LT DUTY HH AT \ 042.57222468,-1 14.48645430 I - ACCESS POINT ID:5001-005-4.1 GR/GB:N/ISO:N U L:27' T�- DB(2)1.25' V w 3+92/X 0+27 „ Lu e X 0+67 PLACE NEW = L:89' 14'YOX24"AXS 400 LT DUTY HH AT co, cos cs DB(1)1.25" 042.57215185,-114.48630452 (f� _ ACCESS POINT ID:5001-005-4.2 GR/GB:N/ISO:N O as cw cov L:40' DB(1)1.25" W 0+71 PLACE NEW m 3 14'OX24'AXS 400 TIER 8 HH AT U o \ 042.57185926,-1 14.48577300 ACCESS POINT ID:5001-005-1-1.1 V 3+03 PLACE NEW GR/GB:N/ISO:N C 14"0X24"AXS 400 LT DUTY HH AT - G 042.57190568,-114.48645830 L:23' ACCESS POINT ID:5001-005-4 DB(1)1.00" GR/GB:N/ISO:N PREPARED FOR: OPTITAP:TERMINATING M/ M/LI L:71' W p+56 DB(1)1.25" ETILSON L:26T DB(1)1.25" T:(207(591-6427 F:(207)772-3427 info@filsonfech.com u 3+0o REVISIONS DATE DESCRIPTION INITIAL L:132' 08/25/23 INITIAL SUBMISSION NV DB(1)1.25" U 5+01 PLACE NEW L:300' o U 4+27/W 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT L:43' 042.57170420,-1 14.48582930 L:74' 042.57170228,-1 14.48555556 DB(1)1.00" 2 PIPES ACCESS POINT ID:5001-005-1-1 DB(1)1.25" - ACCESS POINT ID:5001-005-1-1.2 ALE GR/GB:N/ISO:N GR/GB:N/ISO:N SIZE BSHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV NV C14 OF C16 0 NOTES: 01GLINE0 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. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN -E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS �i ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET I LIGHT POLE 0 TRANSFORMER OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE I TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE ' © COMM HANDHOLE HYDRANT _ I ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE r I I ® CATCH BASIN CULVERT f I Lu I I i 1 ID. Cll C14 3 w • C01 C06 CI5 C13 CO3 C1 I CI?u') C09 C09 U Z 4+91 PLACE NEW - 1,f 0X24"AXS 400 LT DUTY HH AT C 042.57076930,-114.48353550 G ACCESS POINT ID:5001-009-3 GR/GB:N/ISO:N PREPARED FOR: CQlDa —M/a - --M/a — — M/a —_ — E T I L 5 0 N M/ I T:(207(591-6427 F:(207)772-3427 m_ M/a J info@filsonfech.CoM � W REVISIONS W W W DATE DESCRIPTION INITIAL —_I _ W 08/25/23 INITIAL SUBMISSION NV R/W W R/W W R/W T W /W SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C15 OF C16 0 NOTES: 01GLINE0 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. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898DA_02 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE MULTIPLE �DB�DB� PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL DB DBE PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB DB FUTURE DIRECT BORE 1F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C05 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT CHURCH O F ®.(, ELECTRIC MANHOLE 0 ELECTRIC CABINET LIGHT POLE TRANSFORMER THE BRETHREN \ O SEWER MANHOLE © GAS MANHOLE ` ALLEYWAY ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL � GAS METER F © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT AA 7+10 PLACE NEW AA 6+20/AC 0+00 PLACE NEW ' 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.57002519,-1 14.48773124 042.57001212,-1 14.48739720 ACCESS POINT ID:5001-010-4.2 ACCESS POINT ID:5001-010-4 OGR/GB:N/ISO:N• GR/GB:N/ISO:N. AA 5+71 /AC 0+49 O U OPTITAP:TERMINATING L:49' 2 PIPES U DB(2)1.25" L:14 — L:90' DB(1)1.25' L:37' 400' m. DB(1)1.25" - L DB(1)1.00" al a4 w A W C01 C06 CI5 _ W �= I LATERAL 38 �- AA =/� t/) I L. 4' tJ/ C12 C. C09 O DB(1)1.25" LO = L:41' 7 W = AA 7+51 PLACE NEW L:24' CQ _ 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.00" L:66 CC " G A 042.56991299,-114.48774113 DB(1)1.00" \ I I ACCESS POINT ID:5001-010-4.3 A25 GR/GB:N/ISO:N PREPARED FOR: � AC 0+93 PLACE NEW I � 14'OX24"AXS 400 TIER 8 HH AT 042.56988175,-1 14.48722820 ACCESS POINT ID:5001-010-4.1 GR/GB:N/ISO:N I I ' ETILSON T:(207(591-6427 F:(207)772-3427 3 I info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV Al/—M/a a _ ALLEYWAY SCALE \ R 1W SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV NV C16 OF C16 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 02 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I �I I—III—III—III—I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I I�I I—I I r-I I la I I-1 I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —III—III=III=III=11�111�11=11rIII— REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—III—I 11=1 I I� 11=1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I I�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE I�I III-1 I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III-III-III-III—I�I I�I—1I�I I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I-11�111 on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I I�I I—I I1=I I I—I I I= III=II El REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-11I—I1 08/25/23 INITIAL SUBMISSION NV IIMII�II- ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE o FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE U (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. FILE NAME:TDS TWINID 0898DA 02 DIGUOIE, AXS HH COVER DETAIL . �. . .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898DA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � tf tt @ 1y1 ��T TTT T++ 1 1 11 1 �T+ 1 TTT ++ +T1 rT� 060.00 DETAIL A SCALE 1 : 1 LSON T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com TM DRAYWdG AND TIMCOPYROGHT DRAWN:A Du Tod IDeaMinp140 TFtEREJP n THE PROPP IYOf lVAA ATJD _ M4A-AXS-400R-ASSY-TDS REVISIONS MAT 40T Be COPm WHOLLY OR.1 DATE DESCRIPTION INITIAL PART.AtJO THE C0rr5,M-HEREOF MAY CHECKED: ^'9 TT'e NOT 8E D(SCLOSED TO ANY THIRD08/25/23 INITIAL SUBMISSION NV M4A-A XS-400R-ASSY-TD$ PARTIES WTHOL„wRrT-e1 COt68rt- DATE: 14/10/2020 L NW8-OLESW91CA SCALE(A3): 1:6 2o1SIW106/07 EVERfTE FACTORY PROMS.f-E ELBERG SCALE ROAD(RSSOI,KLIPRIVEit 1871 PO 80X 672 KUPRIVER 1871 SIZE B SHEET: NTS MIDVAAL.GAUTEtlG SIZE D SHEET: NTS 'i-+27 11 OW 7023 MAlL nfo*ffuo COZO SHEET D02 O F D 16 FILE NAME:TDS TWINID 0898DA 02 AXS 400 HH DETAIL 0 DIG -- Dig Line,Inc. 811 or 800-342-1585 TOP VIEW T ` TWINID 0898DA 02 PHOTO RENDER: rwlN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL —- --—-- O 0 450.00 RIGHT VIEW: i m TILSON On a Mission T: (207)591-6427 F: (207)772-3427 SECTION A-A infoOtlsenlech.00m W oQAWAING ANC TF1E COPVROGW DRAWN: A Du Tort "HEREOF 6TMPQOPPEA Y OF MaA Am M4A-AXS-40OR-ASSY REVISIONS �4G5 38 MAT NOT W WHOUT 00 14 DATE DESCRIPTION INITIAL PART.A1ID TM C"m lP1�MAY CHECKED: °.ewoq rAe. 08/25/23 INITIAL SUBMISSION NV NOT K 06CLOSED TO"'Y'."M IN4A-AXS-400R-ASSY PARR wrR$O -WVQrrED:CONSEINT. DATE: 17/08/2020 MAN1101.B4AFRICA SCALE(A3): 1:6 201512WI06M7 EVER"FACTORY PR9.13E5.HEOMMRG SCALE ROAD IRSM,%.[LONWER 1871 SIZE B SHEET: NTS PO BOX 672 KL0V VElR 1871 MOVAAL,GAUBJG "4j SIZE D SHEET: NTS TEL-+27 11 900 7= SHEET D03 OF D16 MAIL:wA**"%b cc ac FILE NAME:TDS TWINID 0898DA 02 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898DA 02 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL • 021.54 21.89 - PHOTO RENDER 21.89 A I If -11 20.79 19.69 20,79 , T I L S O N MQ On a Mission T: (207)591-6427 R (207)772-3427 ?.99 TMaoRAMIIIIIIiGA1+D THE COPYRIGri DRAWN: A Du Torf °iO�"ANO" infoOttlsonlecn.com TM21501'IS TIV PROPPERTY Of MaA Ar+D M4A-AXS-500R-ASSY MAY IX7'N COPtIX>1hMOl1Y OR IN REVISIONS PART.AI4D THE Care rS THWe0f MAT CHECK®: Drawing Tale DATE DESCRIPTION INITIAL NOT 6E DISCLOSED TO ANY"W SOOR An CHAMBER REV001 08/25/23 INITIAL SUBMISSION NV PAF"WS WTTHCUT"17TEN CONSEW DATE: 12/08/2020 SECTION A-A SCALE�A3�.1.7 A� 2o1sr3aolos�rn L =u EVEQn FACtORY PRVASS,HeIDOLSERG . 021.85 — ROAD(RSM).KUPRIVER 1a71 SCALE Po5Ox 672 KUPRIVER Ian SIZE B SHEET: NTS IWDVAAI,GAL'"91G �J — -U:. 11 VW 7U23 y NETWORKS SIZE D SHEET: NTS MOML 9*00"WaAMM SHEET D04 OF D16 FILE NAME:TDS TWINID 0898DA 02 Dig Line,Inc. 811 . 1100-342-15115 TWINID 0898DA • TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL MEMO11 + • • . __ III r MMM[E I oili 1� � n ■nnl 1��1 _ �_ __ . 7 • �� - ! ~ kLIns MEMM M loll - �C noti Irl■�n��i�■■l1Ella IIL MEM■ON OL 411TILSON .. �: :. , 4 ' v + On a Mission A x: a �► i /w/L -=;- D05 OF FILE NAME:TDS • •...•, 02 D1G"CHARLES 101 - 8"XT PEDESTAL ® : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I �l r I II INSIDE I ,I� I s •'• ' PADLOCK INSIDE •.• HASP I 16.0 0 ?I 5 I - 0 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV SCALE SIZE B SHEET: NTS ,IIt IK So SIZE D SHEET: NTS • A 0 1 H CI 1 1 - 1 1 O 000 iA-- SHEET D06 OF D16 niur csAi�i�v> o: i Kf •'r�� ilw�eh �L.0 1t/ 779 Y.11-IIlow I Mar 1 j1 I FILE NAME:TDS TWINID 0898DA 02 CHARLES 104 - 12"X1 1 " PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 12 . 00 n TWINID 0898DA 02 INS I D[E TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 _Cli 11 . 25 INSIDE 1 HAS - - - 1 T 1 1 22 . 00 38. 08 1 i 1 I 10 . 00 1 TILSON N _ __ _ On a Mission 0 N T: (207)591-6427 F: (207)772-3427 N I InPoOtIsontech.com ro Z o REVISIONS o IDATE DESCRIPTION INITIAL � 1 08/25/23 INITIAL SUBMISSION NV � I i SCALE . 150 21 . 31 0 v 1 SCALE U o SIZE B SHEET: NTS o I ` S11[ OWI� 4 SIZED SHEET: NTS 00 0 1 8 1 0 4 H1tC�'1�1I I — I 10 0 0�IW P SHEET D07 OF D16 �F+rrep ►{�r� 1. ..��i�r�iNRru � III 1 NMM 1•I I MV 9M •! I 3 - FILE NAME:TDS_TWINID_0898DA_02 TFSD-301 TYPICAL TRENCH ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 02 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL KIM CA C WT Pa.i1 0& mm wwj UNIM MOM PM W2104�-�.� � .r _ - - ONPAt I. h E, -- FATi1L aRtACX SM 3AIIC F(4 S9W IMITr aF TM FA" QEVOMS SECTVM Wn I 9 mOxIm Tip'[ T4 K it ADM TUB OF MML ' Y RL*CE OR ATTACH n HM EW Ai S 4F Pft 1*1 I_ SAIf��t AY BE ItJ1tiON" NTH YiET1EN PERIWN M OF CFFT NOTM TILSON y,�� On a Mission .. I y.�mo.,..._. .--I�y. t .' 1, T: (207)591-6427 F: (207)772-3427 Loft aNm _ - InPoOtIsontech.com MOAL AN ACTM M WNK-31W REVISIONS !SURFACE REPAIR MV BAW311EIR DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV SCALE ST LL SIZE B SHEET: NTS OF SIZE D SHEET: NTS h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898DA 02 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" : Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 g g 4 3 SAWCUT g 2 PER SEC. 300. i# VARIES Q 1 TWINID_0898DA_02 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 6 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES O5 6 2 12 �=-e- (DOEXISTING OVERLAYEXISTING PAVEMENT FABRIC NOT DAMAGE) 12- 1 9 VEXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN B" AFGREATERNUS D DEPTH CRUSHED OTHERWISEAGGREGATE S SPECIFIED.SE (MIN.) UNLESS 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 © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE O5MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MI M 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 (D3/4" MINUS AGGREGATE SURFACE COURSE (6") 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 O CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 08/25/23 INITIAL SUBMISSION NV PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. i 5AWCU Fyk A# p6 o9011 wCoullm IIIYI= PATH. CRI SCA16 SAW:LJTM I= DTV OF T1YM1 FALLS REWSKIISS SECTION SD7). JOAL SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN DFALLS SURFACE REPAIR DETAILS N� 7ESD- 303 SHEET D090FD16 [FILE NAME:TDS TWINID 0898DA 02 SD-304 GRAVEL ACCESS ROAD 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 L I M r TWINID 0898DA 02 ��♦ ♦♦ •v •v•• �� TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL D V ' p TYPE 1 N T.S. a ` •. r .0 D r J TYPE 2 MTS C1 1 D jt e NOTES: TYPE 3 O C Or ORA%,U ACCM ROAD W►Y VMY v T PLANS FW LOCADOA O powm 2x C1RCWr 0M ou Pow rwts LEGEND c F ftuofty P00%m ME ACCm VIM WAJ K AT LEAST 20' Nl. 0 O NATJ11AL GRIMM T I L S O N rpM.tr U*.MsM OOR,Ia% sncrm 20 PIKE e' RENJ OF 3/4' S CRUSKD AGC�ECATE DD OMM p1GES 9141L HAW A yMWY CCWhCTW TO M DRY aMTv On a Mission k 1 rM 3L01't WN 41 lLdF't Oj CLEAN 1l>P9LL SFE:E'y7 OM PASTI AE CRASS WATCH E*SIWC T: (207)591-6427 F: (207)772-3427 09CONIuvo m 1w RAa scam OF sOIMOr MrA 94A4L K A IWIII f , InfortIsontech.com K OAa %,O WTH 4 1 Mot %apt Q PLACC 10' Or 4• WAA "MN CMA%CL COWACM TO hR NECO WIDe m fl1E FLAN UME or m 00" 0042TY OITCN INALL K wMai>r a a' la0. RACI r s REVISIONS SK LO&W AOXCUTE BASE CL1Mfit O 3/4. ROADRATI pRAvTO DATE DESCRIPTION INITIAL A EfV��a*A(�MANAGE. F 1G Ulm Pam WC Lr"E 08/25/23 INITIAL SUBMISSION NV 1,cp a.ticTM•rz•Ea.1tD � O APPQC% o LE►%,TM Aw TWE Q 0ftACj wt DOS- CFi' WIGA ftM%N OEAV& COMACM 10 v:t M MO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBM �s ROAD NO SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898DA 02 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 G• TWINID 0898DA 02 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h d '.1• Y N kJ 'a.. lz'j _. .'04L- � vtm ' '� m NOTES ry �1 �+ ` uI - TILSON On a Mission AL�51 4,' C-iLIML , --.—_` __ T: (207)591-6427 F: h.co 772-3427 . i EXIMM � ( r 'tlg� �I��'I tnPoOtilsontech.com mow 'll�_',C SAUA&# � � Q�cATbCREVISIONS - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- 08/25/23 INITIAL SUBMISSION NV RERAW UN C GRDJ _ F POTHOLES !WE CREATER TFI1411' � [ Y�3T WOMIT�1N A gh YMTKAL ANO A 7 �IIIE FUDF USEC IPRCTfD PEA J14Q BElO� c 3r W H91 kIXTAL NPARATM FROM E EPM CITY PLa11 YR Gw UILITM UNLM OTHCRRIF£ APFRDYED NY llK CITY �Or�tR SCALE � p SIZE B SHEET: NTS loll r4 SIZE D SHEET: NTS T S °�3) $ TRENCH SHEET D11 OF DI FILE NAME:TDS TWINID 0898DA 02 SD-307 BORING AND JACKING DETAILS 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898DA 02 D / TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F-7 r: 24• D SKID DETAIL LEGEND NTS Q p= oil TO I71 OCARIt" PIPE 0 .4 CVW OR ICDVJOOO slap OR COMIdvxvuy ►AwrcAlW CA3M MSL(ATCR 4C4 11W ID& CM APPROM SI41141ITV"M IS CARRETI PIPE 2 SPACERS POI SIKK IB'-21T CAMBI>f Pert 2 SPACM to snack 4 O shoo./ SX& CAWNG 7,r wh w11 160(wvs %m / C4ANEk 2'0WA7EA THAN CAAMP PIP[ BELL O wrsrE 4IK BELL 2 Qe 2• r cow suftzss swm SiROW94C e 0 C rfM A WN a TA0 STIIAPS KTAEDI PM[ JOMx 4S' AP*SAAR SPACE ftA&N MTII SAAC� 00*U/, 2/r CRAWL OR 01a "Al"LAL AS 411,0040wo By TIK NOTES: tf-a - E O . A WMM� �AX Is P"0*V* TAAII Wd UMCID S#OWW TI T I L S O N us . u0al 9wo ORwwIKs FOR APPROVAL BY THE E%(-VW POOR 70 CWSI1111-c ION On a Mission O %mwT A wormI Ofy vrAo'1 or 1K WIE/N00 T: (207)591-6427 F: (207)772-3427 SECTION A-A a PROADP C PPE swwRT. ACHCADA�T a 1nroo1na0�t�n.�«� I, T 1t LP4 NO 0WA0E AVONW4M 0T CARR[R PFE TLOATAIM, AIO 1104 0< 444" SPACE REVISIONS KTMQN CA3P4 PVC AM CA~ PFL ALL FOR nC APMOYAL BT flog 0"WEA P" TO DATE DESCRIPTION INITIAL emyAW.G 1K POE 08/25/23 INITIAL SUBMISSION NV T�» DAHO STANDARDS BORING AND JACKING STANDARD DRAwwc SCALE FOR PUBUC STRUCl10N S DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898DA 02 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898DA_02 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 296 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / 7� MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 0 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. 0 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. OB 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. O 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. O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 08/25/23 INITIAL SUBMISSION NV © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. SCALE 1�411z1 SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898DA 02 TFSD-802 TYPICAL RURAL STREET SECTION 0D1G" : Dig Line,Inc. 811 or 800-342-1585 pop I 1" 1FKHTS TWINID 0898DA 02 TWIN FALLS,ID 13�lREEY. MATERIAL DESCRIPTION QTY ACTUAL I } a -- Ty CUR A SM117 rn aramlvk I 10m cc"" T 9-1m wlu" � LAM VKXMM ftml lop:pAha l t5 ?J SO BAN to ea ha rvrk ICLs 7sO a "-om moa oowoaTm* s.a T.o T.o I. �ruj kKTT AWI[+ 9 �5ww malaAacEft F r mmus ulmoftAwp 12-.115R I ` TIFF 1 aNSH D ACCUCATE BAM 1gum.SE CAN 9E 2- rvpE y OR ve rmE I CRIl9-IEO kI;u -GATE aASE cwRsF_ L%wowc . "DCWT`#dl mfx 4t IN LWJA.1'U#OT 111 E-�F,11�[iEE OT{ OF rKH FN.LS UAST[3t 7f1 TATION KV44 44 ' _ *tRL In Fo W6 WKWWW111- agirr T _ wr Aw Lm& mony Aw TILSON ,r C On a Mission 1� -_low - ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 *"VALUE+ ISi�lL fl tT91 . InfoOtnsontech.00m f�_� _5rS" :- �.m -- . ' 31 yd�J REVISIONS AW-V U DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV P WW_ SCALE ft oft SIZE B SHEET: NTS QTY TYHGLALmUmAL �TANQ,RD NAWN4 SIZE D SHEET: NTS W-14 TIT SECS TF C — SHEET D14 OF D16 FILE NAME:TDS TWINID 0898DA 02 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D1G"" : Dig Line,Inc. 811 or 800-342-1585 OWN hp tw AND amm WIN &I W AULT _ TWINID 0898DA 02 pfatr Iwvq TWIN FALLS,ID ME I-EMM GRAB ALLY OR NEW ALLY MATERIAL DESCRIPTION QTY ACTUAL I : .lwm amm m- TYPE fl—NEW L 21 I lEl 1fl-NEW ALLEYS M 0 M N 0 TYPEI N AUEYS • 1.MU MAW M PA5IEM W WWAIX OD, cRummm :, Iw Opp rrmmoR a rot momm amKoaml TILSON .. _ .. .._ _.. .. - _. On a Mission T- (207)591-6427 F- (207)772-3427 N GIT� tnPoOtilsontech.00m . A� � W.f' � REVISIONS ,y1 �'�4-4-9049% DATE DESCRIPTION INITIAL I � ON —PW ` 08/25/23 INITIAL SUBMISSION NV -- ' 19 MWAM mFf4 "T w. 11T-war YAM[OF AW SOLS AM.44PPFMVM lax AVDr : 1.CAW JIM FIKIREMALMEWBASW ON I Onm Mani;mr,BY uan&m EF um. SCALE SIZE B SHEET: NTS OMM SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898DA 02 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 FOR FIRE ACCESS ROAD SU TFSO-305 TWINID 0898DA 02 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I _W I mi :mmw 4 mawrn I_ . ENMME ql :: T '" IF 10"AN114 APPROMM BY IIJXAfs ACENCt VAL NLA Fg@+ OET11EEN IN AMU 37GJI ._ i . _ r a mm,CM*R iRAD( a7 f!■�IIL., —4E MA YK *"= TO %4 LIFT C* RAT #0rKAf LMEND ZP00AC f VMT CM L#TACT Om OA-K-W CMLr �hOt't ihp.LED C � lt uNF. TILSON SPmT rm wSu" A. Y�1 (> ', mam ' On a Mission WOWN T: (207)591-6427 F: (207)772-3427 tnPoOtIsontech.com PLANT IAX PAVEMENT 25 2.3 31G BASE 2.0 6,,0 REVISIONS 9BeJdE 6.8 (7.01 ms (leLS) 17LO (2aq DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV TOTAL no no PflR14A14 Cf71Eff� ATE' !Xg 17 Ida [�4b:J hummAmw THomm S*m N aww rtmxm IF r -Rkf 1fiiPRF m w Y®. SCALE SIZE B SHEET: NTS j ,CAM SIZE D SHEET: NTS IF `I] w FALL$ L— -E— G — 5 SHEET D16 OF D16 FILE NAME:TDS TWINID 0898DA 02