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Home My WebLink AboutTWINID_0898GA_06_REV1 DFN NAME : TWINID 0898GA 06 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID si �Nolip�' i � �1 ,_ ._. y �. � �� ` N *k n- '� t -• �}*emu' . Z � �.* �J.• n•' � _ � F � �a P - wl � p � � �• 1t i 7:, �ii li � 'r I, - �.y . _! ` al s •�"- -ham �•J.d./� i � v !j � '� - _ JQ .. _ " •'^ F- _ - r 1 � . ly -tee � �f -' c .- - �9ri:J'r�.•� a ,! _iT �'�� ,--�1. �: , R in 3.1� �,�' f � rl�-_ { ' _ it � -" MR, - r� _ .. ---=-rr•*4.. lt.l �°i��r _- ', ��gh«n• �c.V .-.w.,. � - � •-�! I. ti �!i(7�yi . - p� �' -- �_ r �.- _>— tw► + _ � " r� 11 y.��ry� -. �. r 1 .`,_ �ti 1 .`r w •-i1ri r.. . 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S� `, �� - Bi• •_- 1 .'-.f .�, - _ � -r '� -� - ref 'C9'•�y � - '-��- ti �� \•� } a - 7 ." � - L _ _ ,`�iti-a_J•�r± ^ fi ''1t��I-_� '�� N _ r I� 1 —r! 1`f s. " � -W inorr nor ' ' � i + - � - � 'u� } �r ' �ai� �- " ` I 1 s I ''. w : ,�o+Qp•.s`di�w �x - .. �- f r �-. M^ -. r,ra 'J,suOf - r � � ��`:` r " 14k"' �'� ��.svi �cli��• It � L . • TDS DIGF-Ine- Dig Line,Inc. 811 or :0• a �1� - . • QTY ACTUAL - JUl10, , 1 1 � ) a R Tom— r� ui 7- 6., A • • :I Yam • Wa W L r wl J ,4 r,C • • —knit raO ,Ils A ! 't '� �1� r r $ a bstknd Park Or . man Uruc Ave - O On a Mission Ly. , , 1 1•. N �r� � �,:.fir a� — �� , or ML • r m PERMIT JURISDICTION NEW UNDERGROUND • • SHEETS: C01 -C14 UNDERGROUNDEXISTING OF FILE NAME:TDS . 0898GA �. ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_06 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-C14 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 04/14/23 INITIAL SUBMISSION AM . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 12/22/23 REV NV E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898GA 06 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 06 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID CONOR HOBBS VICE PRESIDENT,OSP 303-434-3779 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TONY WEDELL VICE PRESIDENT,ENGINEERING 651-260-5493 FELIX VIRTO REGIONAL DIRECTOR OF ENGINEERING 786-566-9915 ZURI SMITH ENGINEERING PROJECT MANAGER 404-513-9244 DEPARTMENT OF LANDS (IDL) LARRYHELTER PROJECT MANAGER 405-245-0176 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 ' Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 InPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM Brian Thomason Manager-Network Engineering 785-477-8582 12/22/23 REV 1 NV Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TDS TWINID 0898GA 06 ® 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 04/14/23 TWINID 0898GA 06 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR. SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - REDESIGN & ADDED LATERAL 39 12/22/23 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT oa/ta/23 INITIAL SUBMISSION AM MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN 12/22/23 REV 1 NV THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TDS TWINID 0898GA 06 SYMBOLS KEY ® DMIL% EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ASN) UTILITY EASEMENT UiE U/E DB(2)1" DIRECTIONAL BORE (2)1" EXISTING UNDERGROUND NATURAL GAS G G CORE BORE C—— ———— :] DB(3)1" DIRECTIONAL BORE (3)1" EXISTING UNDERGROUND OIL —OIL—OIL DIRECTIONAL BORE CONDUIT —DH— —DR DB(1)1.25" DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DR —DR DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898GA 06 EXISTING OVERHEAD ELECTRIC _OE—OE FUTURE DIRECT BORE IF DROP FIBER DB nD DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID - - � � 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 —C/L —C/L EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ® s/w S/w SIDEWALK ELECTRICAL METER(EM) CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) PROPERTY LINE — — — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL(TS) ❑Ts 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) SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER ® T I L S O N On a Mission STORM DRAIN MANHOLE DMH , T: (207)591-6427 F: (207)772-3427 ( ) EXISTING COMM LINE 1 InPoOttlaontech.com CATCH BASIN(CB) ® EXISTING GAS LINE , REVISIONS CULVERT(CUL) >—< EXISTING POWER LINE , DATE DESCRIPTION INITIAL GAS MANHOLE GMH © ' 12/2/23 INITIAL SUBMISSIONI SIGN Ann ( ) EXISTING STORM DRAIN LINE t2/22/23 REV 1 NV GAS VALVE(GV) (9 EXISTING SEWER LINE , GAS METER(GM) 451 EXISTING WATER LINE , UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ❑ SCALE SIZE B SHEET: NITS UNKNOWN HANDHOLE(UHH) 0 TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898GA 06 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C09 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRIIG3 PLACE NEW ELECTRIC HANDHOLE ION LINE D 1+81 PLACE NEW a 104-12"X11"PEDESTAL AT OPTITAP:10/90 IRRIGATION ELECTRIC VAULT ACCESS 042.57863285,-1 14.44122030 ELECTRIC METER O 042.57"Xl 1"PEDESTAL AT i m ELECTRIC CABINET 042.57857671,-114.44273960 ACCESS POINT ID:#3000-01b-2 ® ELECTRIC MANHOLE GR/GB:N/ISO:N ACCESS POINT ID:#3000-019-1 \ LIGHT POLE TRANSFORMER GR/GB:N/ISO:N ' � � O SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE 7.5'UTILITY EASEMENT _ ❑7S TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY TWIN FALLS COUNTY I UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE \ I DOC#:757220 TWIN DOC#:757220 © COMM HANDHOLE HYDRANT CC - _ I I ® COMM PEDESTAL Q WATER METER L:200' OD DRAINAGE MANHOLE 0 UTILITY POLE /�• ® CATCH BASIN �<CULVERT W 4 _ I � UTILITY EASEMENT \ OPTITAP:10/90 4 1 } }•,Q 7.5' � � L:181' ply TWIN FALLS COUNTY m DB(1)1.00" I DOC#:757220 PLACE NEW I (11 I I I 104-12"X11"PEDESTAL AT A C A 3+19/B 0+00 PLACE NEW 042.57835930,-114.44122710 \ U I 104-12"Xl 1"PEDESTAL AT ACCESS POINT ID:#3000-016-1 I A 5+81 /C 0+00/D 0+00 PLACE NEW 042.57807605,-114.44178340 GR/GB:N/ISO:N L:200' 104-12"X11"PEDESTAL AT ACCESS POINT ID:#3000-018 c ) cm cn 042.57808082,-114.44275280 GR/GB:Y/ISO:Y I A 1+70 PLACE NEW _.... w ACCESS POINT ID:#3000-019 104-12"X11"PEDESTAL AT m 042.57807210,-114.44122970 �aa �04 Cog,,,., ao w GR/GB:Y/ISO:Y \ ( 7.5'UTILITY EASEMENT L:40' TWIN FALLS COUNTY I I ACCESS POINT ID:#3000-016 _ 7.5'UTILITY EASEMENT GR/GB:N/ISO:N �os �Las (n TWIN FALLS COUNTY DB(1)1.25" DOC#:757220 DOC#:757220 y A 4+38/B 1+18 L:76' 7.5'UTILITY EASEMENT 01 L:118' DB(1)1.09' TWIN FALLS COUNTY O I A 4+78/C 1+03 DB(2)1.25" DB(1)1.00" r DOC#:757220 U U/E. L:103' L:48' CQ DB(2)1.25" I DB(1)1.25" L:170' G B 1+66 PLACE NEW 7.5'UTILITY EASEMENT DB(1)1.25" A 0+54 7.5 UTILITY EASEMENT L.60 14"OX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY R TWIN FALLS COUNTY DB(1)1'25 042.57794997,-1 14.44222554 DOC#:757220 I PREPARED FOR: DOC#:757220 I ACCESS POINT ID:#3000-018-1 1 GR/GB:Y/ISO:Y C 1+63 PLACE NEW A 2+44 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT 101-8"X7"PEDESTAL AT A 0+00 ETILSON042.57791590,-1 14.44237999 I 042.57807407,-114.44150180 EXISTING AXS 400 TIER 8 HH AT ACCESS POINT ID:#3000-019.1 I ACCESS POINT ID:#3000-017 042.57792202,-114.44079820 GR/GB:Y/ISO:Y GR/GB:N/ISO:N IF PLANNED STRUCTURE T:(207info@ta27 F:(2071 772-3427 (SEE DFN:TWINID_0898GA_09) nfo@}ilsoniech.com lf IS NOT YET INSTALLED, 3 REVISIONS CONTRACTOR WILL INSTALL STRUCTURE. DATE DESCRIPTION INITIAL \ SEE DETAIL#3000-015 ' � GR/GB:N/ISO N E 04/14/23 INITIAL SUBMISSION AM : M/8 M 12/22/23 REV 1 NV s SCALE w w— SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C01 OF C14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SH_ EET #CO3 W WATER MAIN 11 SEWER Zl F 0+21 A 12+71 /A 14+73 —SE POWER LI EIN IRRIGATION LINE MOUNTAIN VIEW CIRCLE E 1+76 PLACE NEW C ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS 104-12"X11"PEDESTAL AT r / ELECTRIC METER Q ELECTRIC VAULT A 12+55 L:101' 042.57857393,-1 14.44385200 ELECTRIC MANHOLE I \\ m ELECTRIC CABINET �1 ACCESS POINT ID:#3000-022-1 DB(2)1.25" GR/GB:N/ISO:N / LIGHT POLE 0 TRANSFORMER L:11T DB(1)1.25" A 13+72/F 0+00 PLACE NEW O SEWER MANHOLE © GAS MANHOLE 14"OX24"AXS 400 TIER 8 HH AT 7.5'UTILITY EASEMENT O ® SEWER VALVE ® GAS VALVE F 0+60 042.57865895,-114.44481440 TWIN FALLS COUNTY O:f f ❑n TRAFFIC SIGNAL GAS METER ACCESS POINT ID:#3000-024 I DOC#:731790 I w F 1+17 PLACE NEW GR/GB:N/ISO:N I j m © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 TIER 8 HH AT © COMM HANDHOLE HYDRANT 042.57864324,-1 14.44520760 B ACCESS POINTID:#3000-024.1 L:205' A - COMM PEDESTAL Q WATER METER DB(1)1.25" L:176' 7.5'UTILITYEASEMENT Z T) DRAINAGE MANHOLE UTILITY POLE GR/GB:N/ISO:N I DB(1)1.00" TWIN FALLS COUNTY �� C DOC#:757220 ® CATCH BASIN CULVERT : - E 0+96 U/ m i O ' m 3 REV I U ADDED CONDUIT ( I m A 6+86 PLACE NEW C 1 Cm cr1 7.5'UTILITY EASEMENT A 8+85/E 0+00 PLACE NEW 101-8"X7"PEDESTAL AT w �044 TWIN FALLS COUNTY 104-12"X11"PEDESTAL AT 042.5780781 91-1 14.44314260 was Cog,,,., c10 DOC#:731790 042.57809201,-114.44387890 ACCESS POINT ID:#3000-020 w \ ACCESS POINT ID:#3000-022 TWIN UTILITY EASEMENT GR/GB:N/ISO:N = dos - C" GR/GB:Y/ISO:Y TWIN FALLS COUNTY A 10+36/A 10+66 L:151' DOC#:757220 - a1 ' DB(1)1.25: A 7+37 LQ L:15' _ U� —U E r " DB(2)1.25" r A 10+51 /G 0+00 PLACE NEW / —USE- U 14"OX24"AXS 400 TIER 8 HH AT 042.57805375,-1 14.44444220 L.101 L.98 A 7+26 125" DB(1)125" Q ACCESS POINT ID:#3000-023 DB(1) . . GR/GB:N/ISO:N A 7+84 PLACE NEW L:105' 101-8"X7"PEDESTAL AT I DB(1)1.25" 15'UTILITY EASEMENT 7.5'UTILITY EASEMENT 042.57809103,-114.44350600 JS PREPARED FOR: L:216' I TWIN FALLS COUNTY OIC#:FALLS COUNTY I AC220 CESS ID:#3000-021 DB(1)1.25" DOC#:731790 G 2+16 PLACE NEW � 1 14"OX24"AXS 400 LT DUTY HH AT 3 ( T I L 5 0 N REV 1 - 042.57774647,-1 14.44484840 REMOVED CONDUIT ACCESS POINT ID:3000-023.1 REV 1- T:)207)591-6427 F:(207)772-3427 GR/GB:N/ISO:N > > REMOVED CONDUIT info@tllsontech.com _ i REVISIONS M/ DATE DESCRIPTION INITIAL �\� 04/14/23 INITIAL SUBMISSION AM G 1+01 M�a MIN _ lip_ I 12/22/23 REV 1 NV W G 1+21 SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM CO2 OF C 14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C08 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE n IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ` \ ® ELECTRIC MANHOLE m ELECTRIC CABINET Of. — LIGHT POLE 0 TRANSFORMER IL I O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE M/?I I � / Q TRAFFIC SIGNAL GAS METER Mia------- MiLI / � © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT .. s M��a � COMM PEDESTAL Q WATER METER •• O DRAINAGE MANHOLE C-0)UTILITY POLE •• y CATCH BASIN CULVERT W R 7W W Q A 18+96 PLACE NEW Q U 101-8"X7"PEDESTAL AT U - 042.5791 1422,-1 14.44524550 ACCESS POINT ID:#3000-025-1/2 7.5'UTILITY EASEMENT I Iy�F c cm I GR/GB:N/ISO:N TWIN FALL cn S COUNTY I I w ) - A DOC#:757220 w { Ga3 C 5 COL.- C70 7.5'UTILITY EASEMENT / I = 04 UO3 - Lo9 TWIN FALLS COUNTY A 17+39 PLACE NEW i DOC#:731790 101-8"X7"PEDESTAL AT O - 042.57910940,-114.44466526 E 3+78 PLACE NEW � of ACCESS POINT ID:#3000-025 101-8"X7"PEDESTAL AT I O GR/GB:N/ISO:N _ 042.57912101,-1 14.44373670 ACCESS POINT ID:#3000-022-1.1 U GR/GB:Y/ISO:Y i Q C L:156' A 16+46 TWIN FA \ LITY EASEMENT I PREPARED FOR: TWILLS COUNTY ' I � DOC#:731790 L:266' ' DB(1)1.25" 1 / ETILSON L:202' / DB(1)1.25" T:(207{591-6427 F:(207)772-3427 I info@filsonfech.com A 15+26 I w - REVISIONS DATE DESCRIPTION INITIAL A 15+12 04/14/23 INITIAL SUBMISSION AM 12/22/23 REV 1 NV I ::E SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM CO3 OF C 14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE CANAL CROSSING DRAWING TWINID_0898GA_06_CC FOR CANAL CROSSING DETAILS - E R/W RIGHT WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C05 W WATER MAIN 11 SEWER SD STORM DRAIN 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT —E POWER LINE TWIN FALLS COUNTY RRIGATION LINE 0 I TWIN FALLS COUNTY J ELECTRIC HANDHOLE IRRIGATION ACCESS DOC#:716746 g co Q DOC#:716746 = 20'UTILITY EASEMENT ELECTRIC METER Q ELECTRIC VAULT Z L:273' OPTITAP:10/90 -- TWIN FALLS COUNTY I ® ELECTRIC MANHOLE m ELECTRIC CABINET Z I L:500' DOC#:716746 w DB(1)1.25" O LIGHT POLE 0 TRANSFORMER V 1+72 I Z / +�$ 3 7.S'UTILITY EASEMENT O SEWER MANHOLE © GAS MANHOLE -- J Lu M/NI M�a U �� N BOOM; COUNTY SEWER VALVE GAS VALVE M 21 � M/a DOC#:731790 9Q Q TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE _ � © COMM HANDHOLE � HYDRANT Bittt ® COMM PEDESTAL Q WATER METER W O DRAINAGE MANHOLE 0 UTILITY POLE R/W R/W — —R W ® CATCH BASIN CULVERT I �—RAW — W V 0+00 PLACE NEW 1 LATERAL 39 T 14"QX24"AXS 400 LT DUTY HH AT REV 1 - _ 042.57960707,-1 14.44653368 ADDED LATERAL 39 k" F ACCESS POINT ID:3000-031-4 i N GR/GB:Y/ISO:Y 7.5'UTILITY EASEMENT TWIN FALLS COUNTY 20'UTILITY EASEMENT m 1 TWIN FALLS COUNTY DOC#:731790 f 1 Su .{U.{,� •' DOC#:716746 L:265' h I DB(1)1.00" h I ICIA C " 1 Cm Cr1 A 20+75 PLACE NEW - ' w I 104-12"X11"PEDESTAL AT I-IJ 1 OPTITAP:10/90 �aa c s 1 Cog,,,., clo w R 0+00 PLACE NEW PLACE NEW 042.5791 1060,-114.44591073 LI_I 2 104-12"X11"PEDESTAL AT 104-12"X11"PEDESTAL AT ACCESS POINT ID:#3000-026 = 04Ln j03 — C09 042.57911081,-114.44690894 GR/GB:Y/ISO:Y r L:400' 042.5791 1244,-1 14.44758328 15'UTILITY EASEMENT 7.5'UTILITY EASEMENT W , 6-2 ACCESS POINT ID:#3000-026-3 ACCESS POINT ID:#3000-02 TWIN FALLS COUNTY � TWIN FALLS COUNTY o1 O GR/GB:Y/ISO:Y L:200' GR/GB:N/ISO:N DOC#:716746 L:100' DOC#:731790 O 3/n f1 OPTITAP:10/90 OPTITAP:10/90 PLACE NEW DB(1)1.00" L:200' 104-12"X11"PEDESTAL AT q 042.57910765,-114.44623935 A 19+85/A i 21+65 I PREPARED FOR: ACCESS POINT ID:#3000-026-1 CROSSING MUST BE GR/GB:N/ISO:N CONDUCTED FROM PLANS APPROVED BY THE TWIN FALLS CANAL CO. CITED ABOVE ETILSON �j T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REV 1 - REVISIONS REMOVED CONDUIT DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM c 12/22/23 REV 1 NV m SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C04 OF C 14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C06 W WATER MAIN 11 SEWER —SD STORM DRAIN E POWER LINE I IRRIGATION LINE I 5 E] ELECTRIC HANDHOLE �1 _ _ _ L:1 74' IRRIGATION ACCESS OPTITAP:10/90 ELECTRIC METER Q ELECTRIC VAULT m D B(1)1.00" ELECTRIC CABINET 104-ACE 12"XI IE PEDESTAL AT I s+ ® ELECTRIC MANHOLE m 042.58079010,-1 14.44750190 w LIGHT POLE TRANSFORMER ACCESS POINT ID:#3000-031-8 OPTITAP:10/90 j \ OS SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N D ® SEWER VALVE ® GAS VALVE ;o A 26+88 PLACE NEW ❑TS TRAFFIC SIGNAL GAS METER W \ 3; C COMM MANHOLE WATER VALVE 042.580549451 114.44557573 O I I © COMM HANDHOLE � HYDRANT 7.5'UTILITY EASEMENT _ 1 ACCESS POINT ID:#3000-029 ® COMM PEDESTAL WATER METER TWIN FALLS COUNTY GR/GB:N/ISO:N � OD DOC#:716746 DRAINAGE MANHOLE �)UTILITY POLE L:,200"— _ PLACE NEW ® CATCH BASIN CULVERT 104-12"XI 1"PEDESTAL AT f 042.58055487,-1 14.44651550 3 CCESS A POINT ID:#3000-031-2 I T m I GR/GB:N/ISO:N OPTITAP:10/90 elf L:200 j 00 20'UTILITY EASEMENT m PLACE NEW I TWIN FALLS COUNTY LATERAL 39 0 f i U 104-12"X11"PEDESTAL AT w DOC#:716746 U I 042.58032400,-1 14.44751000 j ACCESS POINT ID:#3000-031-71 1 L:172' CIA GR/GB:N/ISO:N I 7.5'UTILITY EASEMENT c cm cn D B(111.00" TWIN FALLS COUNTY A W I � Ga3 C5 CO$„�,, C70 7.5'UTILITY EASEMENT: � _ w Lu • I I DOC#:716746 TWIN FALLS COUNTY 2 °' REVI - DOC#:716746 ADDED LATERAL 39 oa j06 Lag O • OPTITAP:10/90 I O f f c � UTILITY EASEMENT A 25+16 PLACE NEW I 5'TWIN FALLS COUNTY U 7.5'UTILITY EASEMENT 101-8"X7"PEDESTAL AT DOC#:000002 Q TWIN FALLS COUNTY 042.58007696,-114.44558482 DOC#:716746 ACCESS POINT ID:#3000-028 m GR/GB:N/ISO:N / w PLACE NEW �- \ PREPARED FOR: OPTITAP:10/90 I 104-12"X11"PEDESTAL AT 042.58008482,-1 14,44652350 2 CABLES ACCESS POINT ID:#3000-031-3 A J GR/GB:N/ISO:N L:8' REV 1- V 2+73 PLACE NEW I I I DB(1)1.00" REMOVED CONDUIT 14"PX24"AXS 400 LT DUTY HH AT T I L 5 0 N 042.57985264,-1 14.44714280 / ACCESS POINT ID:3000-031-5 I T:(207(591-6427 F:(207)772-3427 7J GR/GB:Y/ISO:Y L:200' info@filsonfech.com A 24+30 PLACE NEW REVISIONS 101-8"X7"PEDESTAL AT �E ,,,\c gj I 042.57984114,-114.44558373 DATE DESCRIPTION INITIAL s I ACCESS POINT ID:#3000-027 U/ 04/14/23 INITIAL SUBMISSION AM r _ GR/GB:Y/IS PLACE NEW O:Y 12/22/23 REV 1 NV — 104-12"X11"PEDESTAL AT V 2+69 042.57991069,-114.44774790 7.5'UTILITY EASEMENT s ' I 7.5'UTILITY EASEMENT ACCESS POINT ID:#3000-031-6 TWIN FALLS COUNTY TWIN FALLS COUNTY SCALE GR/GB:N/ISO:N DOC#:716746 DOC#:731790 w SIZE BSHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C05 OF C 14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER SEE CANAL CROSSING DRAWING TWINID_0898GA_06_CC FOR CANAL CROSSING DETAILS — E R/W RIGHT WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER \ SD STORM DRAIN / —E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LATERAL 39 . - LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE MA ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE �\ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER \ W CROSSING MUST BE " / CONDUCTED FROM OD DRAINAGE MANHOLE C-0)UTILITY POLE M�c�1 PLANS APPROVED BY THE ® CATCH BASIN CULVERT TWIN FALLS CANAL CO. W 1+14 CITED ABOVE W 0+98 m" REVI- qliCONDUIT REMOVED L:500' \ M _ A 30+42/H 0+00 PLACE NEW ADDED LATERAL 39 14"OX24"AXS 400 TIER 8 HH AT O 042.58128314,-114.44589606 REV 1 - I U L.446 ACCESS POINT ID:#3000-031 I ADDED CONDUIT U c DB(1)1.25 GR/GB:N/ISO:N ADDED LATERAL 39 co Cn LI_I W 0+00 PLACE NEW \ Ll I W c10 L u I 104-12"X I I"PEDESTAL AT \ ui — 042.58130601,-114.44749450 \ _ACCESS POINT ID:#3000-031-9 �k�TV) GR/GB:Y/ISO:Y c H 0+70O 7.5'UTILITY EASEMENT OPTITAP:15/85 - JB LS COUNTY H 1+64 R/C#:716746w { L:300' 3 I = I _ OPTITAP:10/90 I 20'UTILITY EASEMENT 7.5'UTILITY EASEMENT H 2+66 PLACE NEW TWIN DOCFALLS#:COUNTY PREPARED FOR: r i n DO716746 IC#:7167 OUNTY 11 104-12"X1 1"PEDESTAL AT I 3 042.58101898,-1 14.44650740 ACCESS POINT ID:#3000-031-1 DB(1)1.00" c GR/GB:Y/ISO:Y T REV 1 - ETILSON - L:200' I � — I � CONDUIT REMOVED — I A 28+62 PLACE NEW T:(207(591-6427 F:(207)772-3427 7.5'UTILITY EASEMENT 101-8"X7"PEDESTAL AT info@tllsontech.com I TWIN FALLS COUNTY 042.58102726,-114.4455702. DOC#:716746 7.5'UTILITY EASEMENT ACCESS POINT ID:#3000-030 REVISIONS TWIN FALLS COUNTY GR/GB:Y/ISO:Y DATE DESCRIPTION INITIAL DOC#:716746 3 04/14/23 INITIAL SUBMISSION AM REV 1 - 12/22/23 REV 1 NV ADDED LATERAL 39 L:200' 5'UTILITY EASEMENT TWIN FALLS COUNTY SCALE - DOC#:000002 SIZE BSHEET:1"=50' MATCH TO SHEET #C05 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C06 OF C 14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN UTILITY EASEMENT —E IRRIGATION LINE LINE 1 TWIN FALLS COUNTY E] ELECTRIC HANDHOLE / DOC#:000002 IRRIGATION ACCESS Q ELECTRIC METER ELECTRIC VAULT PLACE NEW 81'X77PEDESTALAT ® m ELECTRIC MANHOLE ELECTRIC CABINET 042.58180041,-114.44289810 LIGHT 0 TRANSFORMER ACCESS POINT ID:#3000-016-10.1 O$ SEWER MANHOLE © GAS MANHOLE GR/GB:Y/ISO:Y • �y ® SEWER VALVE ® GAS VALVE 7.5'UTILITY EASEMENT TRAFFIC SIGNAL GAS METER \ TWIN FALLS COUNTY DOC#:000002 © COMM MANHOLE ® WATER VALVE / \ © COMM HANDHOLE HYDRANT COMM PEDESTAL WATER METER DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT ' MIa R/W _. _.. REV 1- N 2+56 PLACE NEW o l� ADDED CONDUIT / 101-8"X7"PEDESTAL AT ,--I 0 / 042.58141511,-114.44369770 ACCESS POINT ID:#3000-016-9.2 \ U f RI W GR/GB:Y/ISO:Y �y A 33+93 PLACE NEW I I c Cm Cn w \ 14"OX24"AXS 400 TIER 8 HH AT w O� / c 042.58146678,-114.44463093 N 0+00 PLACE NEW �aa c s Cog— c10 ACCESS POINT ID:#3000 032 104-12"X11"PEDESTAL AT w m L:75 042.58120409,-1 14.44306900 = 04 Q03 C09 GR/GB:Y/ISO:Y DB(1)1.00" 5'UTILITY EASEMENT ACCESS POINT ID:#3000-016-9 TWIN FALLS COUNTY GR/GB:Y/ISO:Y I a1 O DOC#:000002 O � 5'UTILITY EASEMENT L . L:351' TWIN FALLS COUNTY L:167' 2 C 3LES A 32+18 r DB(1)1.25" DOC#:000002 DB(1)1.25"/DB(1)1.00" N1+67/N1+81 c I — I U/E U/ REV 1 Q - -- C ADDED CONDUIT i U/E —U/E Q F I L;p OPTITAP:30/70 PREPARED FOR: UTILITY EASEMENT 1 TWIN FALLS COUNTY I I DB(1)1.25"/DB(2)1.00" L:216' DOC#:009976 j 10 DB(1)1.00" N 1+74 PLACE NEW .5'UTILITY EASEMENT 101-8"X7"PEDESTAL AT TWIN FALLS COUNTY JW 121 -114.44371610 DOC#:009976 ACCESS T I L S O N c ACCESS POINT T ID:#3000-016-9.1 m GR/GB:N/ISO:N T:(207{591-6427 F:(207)772-3427 info@filsonfech.com A 36+09 PLACE NEW 1 REVISIONS 104-12"XI 1"PEDESTAL AT �, DATE DESCRIPTION INITIAL 042.58087504,-1 14.44459985 M/b— ACCESS POINT ID:#3000-032-1 12/ INITIAL SUBMISSION AM GR/GB: /22/23/23 REV 1 NV c I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C07 OF C 14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 W WATER MAIN 11 SEWER SD STORM DRAIN —E POWER LINE - ��— R/W WHITECLOUD / IRRIGATION LINE / CIRCLE ELECTRIC HANDHOLE IRRIGATION ACCESS rELECTRIC METER Q ELECTRIC VAULT / ® ELECTRIC MANHOLE m ELECTRIC CABINET R/W/ LIGHT POLE 0 TRANSFORMER T\Tl O$ SEWER MANHOLE © GAS MANHOLE L:166'_ DB(1)1.00" 7.5'UTILITY EASEMENT ® SEWER VALVE ® GAS VALVE c TWIN FALLS COUNTY M 1+g1 PLACE NEW ❑n TRAFFIC SIGNAL GAS METER DOC#:009976 101-8X7 PEDESTAL AT © COMM MANHOLE ® WATER VALVE 7.5'UTILITY EASEMENT 042.58052516,-1 14.44369791 © COMM HANDHOLE HYDRANT t of TWIN FALLS COUNTY ACCESS POINT ID:#3000-016-8.1 ^ 5'UTILITY EASEMENT I c DOC#:009976 GR/GB:Y/ISO:Y pg 817 25 ® COMM PEDESTAL l�l WATER METER TWIN FALLS COUNTY m ( ) 2CABLES OD DRAINAGE MANHOLE UTILITY POLE DOC#:000002 I — 3/ --, CATCH BASIN CULVERT � n 3 1 � ilk — 3/n +76 A 37 PLACE NEW 101-8"X7"PEDESTAL AT I OPTITAP:15/85 I 042.58041870,-114.44458327 ACCESS POINT ID:#3000-032-2 I M 0+00 PLACE NEW U GR/GB:N/ISO:N c I 104-12"X11"PEDESTAL AT 042.58051773, 114.44302730 1 1 ACCESS POINT ID:#3000-016-8 GR/GB:Y/ISO:Y C f p C07 Cll i = I M/a = - O CQ R/ CQC R/W \ G PREPARED FOR: 70 A 40+67 PLACE NEW \ 01-8"X7"PEDESTAL AT A 39+7g PLACE NEW 1 1- ,-114.44490233 5'UTILITY EASEMENT 104-12"X11"PEDESTAL AT L 2+27 PLACE NEW 042.57987208 T I L 5 0 N ACCESS POINT ID:#3000-032-3.1 TWIN FALLS COUNTY 042.57986412,-114.44456976 101-8"X7"PEDESTAL AT GR/GB:N/ISO:N DOC#:000002 ACCESS POINT ID:#3000-032-3 042.57981500,-114.44364544 GR/GB:N/ISO:N ACCESS POINT ID:#3000-016-6.1 T:(207(591-6427 F:(207J 772-3427 GR/GB:Y/ISO:Y info@filsonfech.com U/E T UTILITY EASEMENT 7.5'UTILITY EASEMENT REVISIONS 5. TWIN FALLS COUNTY DATE DESCRIPTION INITIAL _ TWIN FALLS COUNTY U E DOC#:757220 DOC#:009976 04/14/23 INITIAL SUBMISSION AM 12/22/23 REV 1 NV /E-- U/E— L:90' 7,5'UTILITY EASEMENT REV 1 - DB(1)1.001, IN FALLS COUNTY U E 3/n SCALE REMOVED CONDUIT DOC#:731790 1 _ I SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C08 OF C 14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 10 -W WATER MAIN 11 SEWER —SE POWER LI EIN L:269' DB(1)1.251, K 6+40 PLACE NEW I ELECTRIC HANDHOLE ION LINE 7.5'UTILITY EASEMENT 101-8"X7"PEDESTAL AT OPTITAP:10/90 ❑ IRRIGATION ACCESS TWIN FALLS COUNTY V ELECTRIC VAULT 042.57964484,-1 14.44182909 ELECTRIC METER DOC#:757220 K 4-12 PLACE NEW ELECTRIC MANHOLE m ELECTRIC CABINET ACCESS POINT ID:#3000-016-5 GR/GB:N/ISO:N _ 042.57"Xl 1"PEDESTAL AT - - _ �L:500' 042.57958438,-1 14.441 16089 LIGHT POLE 0 TRANSFORMER USE ACCESS POINTID:#3000-016-4 O$ SEWER MANHOLE © GAS MANHOLE I I L:182 GR/GB:N/ISO:N I ® SEWER VALVE ® GAS VALVE DB(1)1.25" TRAFFIC SIGNAL GAS METER J COMM MANHOLE ® WATER VALVE K 5+46 COMM HANDHOLE 1� HYDRANT COMM PEDESTAL Q WATER METER 7.5'UTILITY EASEMENT I — 1 O DRAINAGE MANHOLE )UTILITY POLE — TWIN FALLS COUNTY M/ ®DOC#:757220 CATCH BASIN CULVERT M4 0 R W \ ' U 7.5'UTILITY EASEMENT C ) Cm Cr1 w TWIN FALLS COUNTY T w DOC#:757220 c s; cog,,., ao • O I D 3+79 PLACE NEW I R/w 101-8"X7"PEDESTAL AT I m R/W 042.57912101,-114.44273760 1 R/W� ACCESS POINT ID:#3000-019-1.1 A � GR/GB:Y/ISO:Y _ \ I J 1+76 PLACE NEW 101-8"X7"PEDESTAL AT OPTITAP:10/90 PREPARED FOR: \ 042.57890888,-1 14.44182470 I J 0+00/K 0+00 PLACE NEW - 7.5'UTILITY EASEMENT � ACCESS POINT ID:#3000-016-3.1 104-12"X1 1"PEDESTAL AT TWIN FALLS COUNTY GR/GB:Y/ISO:Y L:176' 042.57890403,-1 14.441 17002 DOC#:757220 DB(1)1.25" ACCESS POINT ID:#3000-016-3 — U i U/E GR/GB:N/ISO:N L:500' A ETILSON I L.198' I -- T:(207(591-6427 F:(207)772-3427 — 3/n 3/ info@filsonfech.com DB(1)1.25" 3 REVISIONS m I I K 1+04 DATE I DESCRIPTION INITIAL I \ 04/14/23 INITIAL SUBMISSION AM 7.5'UTILITY EASEMENT TWIN FALLS COUNTY . 7.5'UTILITY EASEMENT I 12/22/23 REV 1 NV m I DOC#:757220 TWIN FALLS COUNTY o I I � DOC#:757220 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C09 OF C 14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C11 W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE [E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT I ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE L:4OO' A ❑n TRAFFIC SIGNAL GAS METER 15'UTILITY EASEMENT © COMM MANHOLE ® WATER VALVE TWIN FALLS COUNTY DOC#:009976 © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL Q WATER METER tl � OD DRAINAGE MANHOLE C-0)UTILITY POLE 2 CABLES ® CATCH BASIN CULVERT 15'UTILITY EASEMENT s I } } T TWIN FALLS COUNTY I DOC#:009976 O ( L:400' I I U � I 3 ... C ) Co7 - C71 A W � � Ga3 C 5� CO$„.,, tclW04 UO3� 15'UTILITY EASEMENT U TWIN FALLS COUNTY I , C� DOC#:009976 K 9+77 PLACE NEW 101-8"X7"PEDESTAL AT I PREPARED FOR: 042.57999446,-114.44279709 ' ACCESS POINT ID:#3000-016-7 I A GR/GB:Y/ISO:Y DB(1)1.00" ETILSON OPTITAP:15/85 • I I T:(207(591-6427 F:(207)772-3427 K 9+09/L 0+00 PLACE NEW info@tllsontech.com 104-12"X11"PEDESTAL AT REVISIONS 042.57980936,-114.44280433 I DATE I DESCRIPTION INITIAL ACCESS POINT ID:#3000-016-6 GR/GB:Y/ISO:Y I 04/14/23 INITIAL SUBMISSION AM 2/22/23 REV 1 NV 7.5'UTILITY EASEMENT 3 TWIN FALLS COUNTY DOC#:757220 SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C10 OF C14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN U/E —E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS aELECTRIC METER Q ELECTRIC VAULT 1 ® ELECTRIC MANHOLE m ELECTRIC CABINET I 15'UTILITY EASEMENT LIGHT POLE 0 TRANSFORMER -- L:200' OPTITAP:TERMINATING TWIN FALLS COUNTY P 1+04 L.161' Q 1+61 PLACE NEW I� OS SEWER MANHOLE © GAS MANHOLE DB(1)1.00" 101-8"X7"PEDESTAL AT DOC#:000002 !I 15'UTILITY EASEMENT Q 0+00 PLACE NEW ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY 104-12"X11"PEDESTAL AT 0 -114.44114465 ❑ ACCEESSSS POINT ID13000-016-12.1 TS TRAFFIC SIGNAL G GAS METER DOC#:000002 042.58182747,-1 14.44174076 GR/GB:Y/ISO:Y © COMM MANHOLE ® WATER VALVE OPTITAP:30/70 ACCESS POINT ID:#3000-016-12 15'UTILITY EASEMENT GR/GB:Y/ISO:Y © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY 1041 J2'X11E PEDESTAL AT ® COMM PEDESTAL WATER METER l�1 DOC#:000002 042.58183447,-1 14.44236377 OD DRAINAGE MANHOLE �)UTILITY POLE T� CULVERT L.300' ACCESS POINT ID:#3000-016-11 ® CATCH BASIN GR GB:N ISO:N DB(1)1.00" i OPTITAP:20/80 1 P 0+00 PLACE NEW U 104-12"X11"PEDESTAL AT t ) 042.58150973,-1 14.44271808 ACCESS POINT ID:#3000-016-10 I I GR/GB:Y/ISO:Y i c c cn w 5 C�. :C Ga3 i ' m ., w 5'UTILITY EASEMENT I C10 _ TWIN FALLS COUNTY 04 j 03 C09 DOC#:000002 OL:300' ! a1 CABLES Qz PREPARED FOR: m I � I 7.5'UTILITY EASEMENT I T I L S O N TWIN FALLS COUNTY DOC#:009976 T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM REVISIONS DATE DESCRIPTION INITIAL 15'UTILITY EASEMENT 04/14/23 INITIAL SUBMISSION AM TWIN FALLS COUNTY 12/22/23 REV 1 NV DOC#:009976 F SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C11 OF C14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 13 -W WATER MAIN 11 SEWER SD STORM DRAIN E POWER LINE I / \ IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ELECTRIC MANHOLE m ELECTRIC CABINET OPTITAP:10/90 /t4d / LIGHT POLE 0 TRANSFORMER• — $ SEWER MANHOLE G GAS MANHOLE PLACE NEW / ® SEWER VALVE ® GAS VALVE I 104-12"X11"PEDESTAL AT • / ❑n TRAFFIC SIGNAL GAS METER 042.57961806,-1 14.44978600 7.5'UTILITY EASEMENT ACCESS POINT ID:#3000-026-6 © COMM MANHOLE WATER VALVE ® TWIN FALLS COUNTY GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT DOC: 16746COMM PEDESTAL WATER METER .71 O DRAINAGE MANHOLE 0 UTILITY POLE I - ® CATCH BASIN CULVERT C PLACE NEW I 1 I 101-8"X7"PEDESTAL AT 042.57933563,-114.44849320 ^^ - �ry-\ - ACCESS POINT ID:#3000-026-3.1 1 Y/ISO:Y y 7.5'UTILITY EASEMENT I 0 1 TWIN FALLS COUNTY f I I DOC#:716746 7.5'UTILITY EASEMENT U - TWIN FALLS COUNTY DOC#:716746 L:200' I C 1 Cm Cr1 7.5'UTILITY EASEMENT �a �04 Cog,,,., c10 15'UTILITY EASEMENT 15'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY TWIN FALLS COUNTY! U.I — \ DOC#:716746 = j C09 DOC#:716746 � ) DOC#:716746 0 f1 USE L:300' — 4 USE PLACE NEW - 104-12"X11"PEDESTAL AT pPTI'AP:10/90 042.57913640, 114.44980475 PLACE NEW ACCESS POINT ID:#3000-026-5 104-12"X11"PED STAL AT OPTITAP:10/90 R 1+76 �^ T GR/GB:N/ISO:N 042.57911907,-114.44888217 L:282' Q F ACCESS POINT ID:#3000-026-4 DB(1)1.09' CC GR/GB:N/ISO:N G R PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM REVISIONS DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM 12/22/23 REV 1 NV SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C12 OF C14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 14 —W WATER MAIN SEWER ppr' - SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS D\ ELECTRIC METER O ELECTRIC VAULT - r ® ELECTRIC MANHOLE [I] ELECTRIC CABINET _ OPTITAP:TERMINATING U 0+85 PLACE NEW 101-8"X7"PEDESTAL AT LIGHT POLE 0 TRANSFORMER U 0+00 PLACE NEW 042.58057641,-114.44842480 O SEWER MANHOLE © GAS MANHOLE 104-12"X11"PEDESTAL AT ACCESS POINT ID:#3000-026-11.1 " L:200' UTILITY EASEMENT L:200' 042.58057561,-114.44874017 GR/GB:N/ISO:N ® SEWER VALVE ® GAS VALVE TWIN FALLS COUNTY TWIN T 3+81 DOC#:716746 ACCESS POINT ID:#3000-026-11 _ I ❑n TRAFFIC SIGNAL � GAS METER GR/GB:Y/ISO:Y U 0+65/U 1+05 O —U/E-- U/E— / C COMM MANHOLE WATER VALVE -U/E-- (i © COMM HANDHOLE HYDRANT —' COMM PEDESTAL Q WATER METER U/E— OPTITAP:20/80 E � U/E UI rl / -- 3/n O DRAINAGE MANHOLE )UTILITY POLE T4+79 PLACE NEW PLACE NEW -OPTITAP:30/707 ® CATCH BASIN CULVERT 104-12"Xl 1"PEDESTAL AT 104-12"X1 1"PEDESTAL AT L:20' 042.58058473,-1 14.45001640 042.58057850,-1 14.44937363 L:65' ` DB(2)1.09' DB 1 1.00 � / ACCESS POINT ID:#3000-026 9 ( ) / ACCESS POINT ID:#3000-026-10 C GR/GB:Y/ISO:Y GR/GB:N/ISO:N ^^^ - L:89' cr 7.5'UTILITY EASEMENT DB(1)1.00" TWIN FALLS COUNTY Ln DOC#:716746 C L.479' UTILITY EASEMENT O DB(1)1.25" . TWIN FALLS COUNTY U / DOC#:716746 - >lj C . Cm Cr1 / U 1+94 PLACE NEW 101-8"X7"PEDESTAL AT I1J �c s; cog,,., c10 042.58035506,-1 14.44863710 I J_I ACCESS POINT ID:#3000-026-11.2 / = 04 UO3 C09 GR/GB:Y/ISO:Y V 01 O i / /R W R W R/W— U \ / PREPARED FOR: m L:500' OPTITAP:15/85 OPTITAP:20/80 T 0+00 PLACE NEW 0 PLACE NEW 042.579857571 11"PEDESTAL AT S 0 4.449 6217 UTILITY EASEMENT r 104-12"XI I"PEDESTAL AT / 7.5' _ \ ACCESS POINT ID:#3000-026-8 042.57985783,-114.44966407 ETILSON 1 TWIN FALLS COUNTY ACCESS POINT ID:#3000-026-7 ♦ T:(207(591-6427 F:(207)772-3427 GR/GB:Y/ISO:Y DOC#:716746 \GR/GB:Y ISO:Y info@tllsontech.com / 2 CABLES REVISIONS S 1+37 PLACE NEW 101-8"X7"PEDESTAL AT DATE I DESCRIPTION INITIAL 042.57984989,-114.44915640 04/14/23 INITIAL SUBMISSION AM T 1+14 ACCESS POINT ID:#3000-026-7.1 12/22/23 REV 1 NV GR/GB:Y/ISO:Y 7.5'UTILITY EASEMENT L:137 \' 3 7.5'UTILITY EASEMENT I TWIN FALLS COUNTY v� TWIN FALLS COUNTY DOC#:716746 DB(1)1.25' ,, SCALE DOC#:716746 c '2 SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C13 OF C14 1 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_06 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 • PROPOSEDHAIPIE10 —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—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. —DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER " SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT r ® ELECTRIC MANHOLE [I] ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE M/a 3 M/a ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE W W � COMM HANDHOLE HYDRANT - W— ® COMM PEDESTAL Q WATER METER w 2+OS R/W R/W QD DRAINAGE MANHOLE �)UTILITY POLE R/W R/W R/Wy _ ® CATCH BASIN CULVERT PIT PN w 2+18 l0 _ Jim X 0+87 PLACE NEW 1 i OPTITAP:TERMINATING PLACE NEW 101-8"X7'PEDESTAL AT W 4+46 PLACE NEW 104-12"Xl 1"PEDESTAL AT I U 1 042.58130297,-114.45000014 104-12"X11"PEDESTAL AT 042.58129932,-1 14.44904668 ACCESS POINT ID:#3000-031-12.1 042.58129744,-114.44841335 ACCESS POINT ID:#3000-031-1 1 C m Cr1 GR/GB:Y/ISO:Y ACCESS POINT ID:#3000-031-10 � C N N ISO GR/GB: / : 7.5'UTILITY EASEMENT L;g7 GR/GB:Y/ISO:Y_ - DB(1)1.00" TWIN FALLS COUNTY �J J L:200' DOC#:716746 �13 c s; cog,,,., c10 _ L:200' Lu -3/n _ 3/n = 04 j03 - C09 � a1 \ O n 3/n —3/n -- OPTITAP:30/70 OPTITAP:20/80 X 0+00 PLACE NEW 7.5 UTILITY EASEMENT \ _ l 104-12"X11"PEDESTAL AT TWIN FALLS COUNTY g 042.58130132,-1 14.44967790 DOC#:716746 3 U ACCESS POINT ID:#3000-031-12 I W G < T a I PREPARED FOR: I ' All- _ —M/a — �/� - - - ETILSON M/�21 M/a M/a II I 3 T:(207(591-6427 F(207)772-3427 \ info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL W 04/14/23 INITIAL SUBMISSION AM 12/22/23 REV 1 NV R/W / R/W R/W R W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C14 OF C14 1 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 06 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I rI I I—II 12"MIN.BELOW PROPOSED AXS =I I la I I—I I r-I I la I—I I�I I I—I I—I I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMIIM.1II IElIMlIIL REFER TO TFSD-306 it _ _ _ Ij1--.. I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I11-1I 1111=_l1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I1�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE 'I�I IIITI I I I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL —III—III—III—III—1�1 1�I—1I�1 I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N II1=111�II=1 I�n I=III-1 1�_ v -2 -2 REFER O I�—III—III—II-1I1�1I—II�I11 on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I1�I I—I I1=I I I—I I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1�—I I Iff—II II III I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fII-1I1-1-1I1—I1 04/14/23 INITIAL SUBMISSION AM I M I I—I I I ALIGNMENT STATION(FT) 25 4"BORE HEAD. 2/22/23 REV 1 NV —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. FILE NAME:TDS TWINID 0898GA 06 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898GA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL @° h++ ♦++ +++ +++ +♦4 F++ 080.00 DETAIL A SCALE 1 : 1 - ILSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IMDR"VIIINa AND IMCO°"°Mff DRAWN:A Du Toit Dramrgtlo n,EQEOF IS THE PQOPPaM OF MdA A►JD M4A-AXS-400R-ASSY-TDS REVISIONS MAY!JOT BE COPS W"OLLY OR 94 DATE DESCRIPTION INITIAL PART,A1.10 Tm Co"r&m-"E REOF MAY CHECKED: oramrg Trey 04/14/23 INITIAL SUBMISSION AM PLOT 5E DISCLOSED TO ANY TMRp M4A-AX3-400R-ASSY-TDS 12/22/23 REV 1 NV PARnES WRHOVI WRrr e4 CONS&IT. I DATE: 14/10/2020 i� MAJwOLEsaAFR�,► SCALE(A3): 1:6 2015/360106J07 EVERITE FACTORY PR86,nES.PeDELSERG SCALE ROAD IR550j.KLMIVER 1871 PO BOX 6n KUPRJVER 1871 SIZE B SHEET: NTS AMVAAL.GAUT&4IG SIZE D SHEET: NTS >L +27'1 9W 7023 0VQ PRODtJCTS QVItO NETWORKS SHEET D02 OF D16 MAIL w4ofdvrulo-com FILE NAME:TDS TWINID 0898GA 06 AXS 400 H H DETAIL ® ° v Dig Line,Inc. 811 or 800-342-15-BS TOP VIEW T W I N I D_0898GA_06 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A ------------ 470-0Q O O --4S0.00 RIGHT VIEW j m 0 LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com -►u DRAW;f els A1.41q*COIPYR1v►a DRAWN: A Du To-if Dwo"""v 110_ r+EVEpF a Tr E PPOPPEQ;r OF LUG A?C M40k-AXS_40OR-ASSY REVISIONS 0 40-5 3V MAY 40T K COPIM W"OlLY QQ IN DATE DESCRIPTION INITIAL PART.APO THE CO#179T ", WOFMAY CHECKED: 04/14/23 INITIAL SUBMISSION AM P1OT§t 04CLQSIID TO ANY 7"90 12/22/23 REV 1 NV PAit=YVr1MOVT 111iPITi841 CO►.SENr. ��-,OOR-ASSY DATE: 17/08/2020 1i1"1"OA SCALE(A3): 1 :6 2D1 SrAW 10A107 evEtrE FACTOR,PQC%U ES.MBOQDERG SCALE ROAD la=:.[UPRNER 1e71 SIZE B SHEET: NTS PO BOX 672 RPRfVER 1571 MCVAAI GAU e-C- SIZE D SHEET: NTS Td+27 11 9-m 7= SHEET D03 OF D16 MAIL w%lodweAa cc so FILE NAME:TDS TWINID 0898GA 06 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898GA 06 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f _ J 20.79 19.69 2079. L CJ 0 011111101115 t6 N 04CH5 ^ T: (207) 591-6427 F: (207) 772-3427 R.99 OQ''dA MO AMrrM COPMGW DRAWN: A Du Tod D1awArgP#O.- infoOtilsontech.com THEi?EOF IS TM VROIIIIII Y OF WA At Jp M4A-AXS-SOOR-A$$Y MAY t J0-BE COPW M40UY OR a REVISIONS PAQT,At JC THE CONTENTS THMeOF MAT CHECKED: Tom- DATE DESCRIPTION INITIAL NO'6E 0SC1o5W TO ANY THtRp ISIXIR AXS CHAMBER REVWI 1 04/14/23 INITIAL SUBMISSION AM PAR'TB WnHOUT wI CauEW. DATE: 12/08/2020 12/22/23 REV 1 NV l J%4J*fC ES4AFMCA SCALE(A3): 1:7 A SECTION A-A 2015JOd0106/07 R2.0 EYERJTE FACTORY PREIWSES.HeCCU RG ROAD(D2i.89 D(X1'672 K EUMVER�a871 SCALE MMAAL GALrBJG _ SIZE B SHEET: NTS -L+ 11 9037025 y OURPRODUCTS SIZE D SHEET: NTS MAJL,rio ff%&a.c,om SHEET D04 OF D16 FILE NAME:TDS TWINID 0898GA 06 AXS 900 HH DETAIL ® DIG"" : Dig Line,Inc. 811 or 800-342-1585 0993 �6t0 0898 0558 SECTION A—A TWINID 0898GA 06 TWIN FALLS,ID B , E _ �� KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL ►` l ^ '��\~� DEEP MEDIUM DUTY ICT ACCESS POINT. JL -• '�"` - 1 MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS. FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAINING NO. 0070-CIV-002-ASS ^ c I ALL OTHER DIMENSIONS AND MATERIAL Y - i SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND .^.D PART FILES. CAD FILE REFERENCE C057-CIV-002-ASS. ° • I c CONFORMS TO THE HED:UM DUTY (MD) REOUIREN=NT OF 4rC kN ACCORDING TO SANS 1852 7003 LiA O O O N %I 1n ♦ _CD -- --- I M L 80 1ao � 0971 �' - 09 _ f 35 SLACK • BRACKETS 41 OSO DRAINAGE T I L S O N O KNOCKOUT I _ On a Mission F: (207)772-3427 InPoOttlaont h.com DOME = ' \ CLOSURE REVISIONS BRACKETS • DATE DESCRIPTION INITIAL ` 04/14/23 INITIAL SUBMISSION AM OAD 12/22/23 REV 1 NV 1 / • O DRAt+WPt K H SCHMITT 900 R MD J/ ciVOWorks growl_ CHECKED:RE ESS 5 DEEP J 900 MM DIA x 900 MM DEEP, FOR ID TAG DATE 2018-oa12 MEDIUM DUTY ICT ACCESS SCALE Po BOX 672.KLPM&R.IM SCALE. PORIT SIZE B SHEET: NTS — E'vVt TE PFW FACTORY PREM= 5m.►+aoE mmRcAD•xuPw AFRICA.,M SIZE D SHEET: NTS SECTION B—B TES 0�"11 M3'M o f ae•"wn�""r1D�co;�«.a eAAAL�. .*awma �earauew*oww>A+ewre�aw+awa•r*�mrrs SHEET D05 OF D16 *5 m YYEB�7TE: CNili0lti CQ�- FILE NAME:TDS TWINID 0898GA 06 CHARLES 101 - 81IXT PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 7 . 5 INSIDE I e • • INSIDE '•• �-PADLOCK .• HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM 12/22/23 REV 1 NV SCALE SIZE B SHEET: NTS "Imfles, i SIZE GRbsING N4. ISS. SHEDSHEET: NTS �"O�'�F A I Q I H 0 I I - I I Q Q OWP REv. SHEET D06 OF D16 / Ff0 FIFE ks* THIS IS TIE C4JPET 0 OF EXILES,"mEI EI LTD. .A4DTA SIPLI•CT DE SE&E .I87 IOI ROI I-I I O0O11P SHEET I 0{ IEE.�)y(ED. COEIE9 M jbFO IN A,r u,u�E.IETII-E�TEL TO TXFIE I•fE•ST'S FILE NAME:TDS TWINID 0898GA 06 CHARLES 104 - 12"X1 1 " PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898GA 06 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I I I . 25 — + INSIDE -- - t HASP '�- - --� I I I I 22 , Oa I I 38 . 08 I I I 10 . 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtlsontech.com REVISIONS DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM I12/22/23 REV 1 NV 21 37 SCALE . 150 I SCALE SIZE B SHEET: NTS E oe w I he NO. ISS SIZE DSHE M" B I 0 4 H 0 I I - I I 0 0 0�V P RE SHEET D07 OF D16 TNIS 11 TIE rr IM Cf COKE$ labi MIEi LTD .io sOLL uT DI GDD FIIE wt MElMOOICE3. CVI10 Or DIED IN NAI K-110 DITDI�eNrAL TO INEIr I§TmJTS SCOLE 125 104H�1 I-I I'-��' SHEET LFILEAME:TDS TWINID 0898GA 06 TFSD-301 TYPICAL TRENCH .-- DIG- ". Dig Line, Inc. 2 14 T W I N I D_0898GA_06 3 r-ID- TWIN FALLS,ID FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 0 p ° 0 e SUBGRADE OR Jp o NATURAL GROUND 1 1 \O�0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° i o° PROPER SHORING 0 /T\� \ OR LESS THAN 5' Dp j/�\ L E G E N D °0 ,O° %\ 6 O1 CUT BACK, 12" MINIMUM. 12 p O /� O2 SURFACE REPAIR WIDTH, 6' MINIMUM. O ,O p 0 \ \ O3 EXISTING SURFACE. F C ° w w o \\ Op 13 xC \ EXISTING BASE. V) O O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w a �\ o O 75 00°\ 7 © TRENCH BACKFILL PER SECTION-306. oi Op°0 00° 0_0 vo° 0 O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww � a°>°° 16 6" MIN. \� a L4 \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH // STABILITY (PER SECTION-304). ZE d \ SIDE O ° \�\ j a UNDISTURBED SOIL (TYP). jV `, NOTE B � 11 NEW PAVEMENT AND BASE. \\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10 OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 77 REVISIONS SECTION 307). 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 17 ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON 0 TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFILL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. 12/ wmAt nissioN Ann /22/23/23 REV 1 NV 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TDS TWINID 0898GA 06 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. 9 13 9 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 T W I N I D_0898GA_06 0 TWIN FALLS,ID EXISTING ASPHALT EXISTING 7 10 MATERIAL DESCRIPTION QTY ACTUAL 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 11 6 5 EXISTING 0— OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" O I EXI STIN G PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE (MIN.) UNLESS A GRAT R DEP HS OTH OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDHS ARE O MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL RI ON EACH SIDE TO EXPOSE EXISTING FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF B. INSTALL NEW ASPHALT TO GRADE FABRIC. CONCRETE PAVEMENT. C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O9 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 04/14/23 INITIAL SUBMISSION Ann PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 12/22/23 REV i NV 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS OF NO. TFSD- 3 0 3 SIZE D SHEET: NTS TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TDS TWINID 0898GA 06 SD-304 GRAVEL ACCESS ROAD DIG Dig Line,Inc.811 or 800-342-IS85 W/2 W/2 3- TWINID 0898GA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. O YY12 W/2 3' TYPE 2 N.T.S. 0 IY W/2 W/2 I 's;- -0..R Ck 0-- 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N T S SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. G) NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 04/14/23 INITIAL SUBMISSION AM APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 12/22/23 REV I NV DRY DENSITY, 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TDS TWINID 0898GA 06 TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898GA 06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 G 0: Q.. d O Gd 8 4 EXISTING CITY UTILITY LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF OA USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 12/22/23 REV i NV REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TDS TWINID 0898GA 06 SD-307 BORING AND JACKING DETAILS DIG Dig Line,Inc. 811 or 800-342-1585 4 TWINID 0898GA 06 1 I-0-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 41 B 6 6 3 18' 24" L-w-D SKID DETAIL LEGEND SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 1 3 ENGINEER. 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A-A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 04/14/23 INITIAL SUBMISSION AM 12/22/23 REV 1 NV 2015 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR CONSTRPUBLIC UCTIONWORKS DETAILS N0 S D-3 0 7 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898GA 06 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_06 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 f% 2 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. O4 3/4" TYPE I CRUSHED AGGREGATE BASE. OS SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L 5 0 .k OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 04/14/23 INITIAL SUBMISSION Ann © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 12/22/23 REV 1 NV OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 2018 APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898GA 06 DIGUOIE. TFSD-802 TYPICAL RURAL STREET SECTION . �- Dig Line,Inc. 811 or 800-342-158S STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWINID_0898GA_06 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S 3 e SL E S f v P\E �I 3 , I� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT k BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O HMA PLANT MIX PAVEMENT SURFACE COURSE. 0 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT-OF-WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND I L 5 0 N TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. FO STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT 04/I4/23 NITALSUBMISSION Ann DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 12/22/23 REV 1 NV HO BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TDS TWINID 0898GA 06 DIG�tOE. TFSD-803 TYPICAL PAVED ALLEY SECTION . �- Dig Line,Inc. 811 or 800-342-158S R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5"FFIIIIIIIII,, 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID_0898GA_06 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION oTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 880 8 ooga000a000ao0oa000ao 800 8 08 a 8 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 2 8" THICK CONCRETE 2% RIBBON CURB O O O O O 4" OF 3/4" MINUS gg^O O ^O_�?�^O_�?�^O_�?��0_R��O°��o0 Q� CRUSHED GRAVEL 4 fv� fv� (VT✓ fv� (V�/ }v'� (v�/ fv�/ O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH 2 F/L 3" BELO OWN AND EDGE 1 2 LEGEND TYPE IV-NEW ALLEYS O HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. ' L 5 0 N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. T: (207) 591-6427 F: (207) 772-3427 NOTES: info®tilsontech.com OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS OB ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 04/14/23 INITIAL SUBMISSION Ann OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF 12/22/23 REV 1 NV USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. Q SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FDl6 FILE NAME:TDS TWINID 0898GA 06 TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** T W I N I D_0898GA_06 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 09 OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH TYPE OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL—DE—SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] DATE DESCRIPTION INITIAL 04/14/23 INITIAL SUBMISSION AM TOTAL 10.5 23.0 26.0 12/22/23 REV 1 NV PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT& BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS CUL- DE- SAC N0 TFSD- 805 SHEET D160FD16 FILE NAME:TDS TWINID 0898GA 06