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HomeMy WebLinkAboutTWINID_0898GA_01_REV2 • , 1 • • 1 1 . ,vtr���'t� pi0ri�l'• �-7- i. .. - -`;�_ -_ .�� ,. , � S -.— --. 'fs.��r ��., . _ ••+ � - � - �i� . . �,,, r• q ,' -E `r� Div LIM An .r � ',� -` � � �s.•� ' A P � - 1 � 'y� �� � °L� - .. .-. _. -'__ V ��.,,�� �-,+r•*�,�+...�.i-.'"'tip.--'-Y�..r..,_ � t�J� 1i �� .� .� �Y' - '•\ � � _ -, �• - -. a +. f - i _.� -i •1.� ,Af � -. /`; ,S ,.'! ,rye OL �'7r _ ate+ ',. '`� - 'r' 4 .' - �-.�• � - - -. _ .r.-- ,+-.,�r � C � �.-,* 1 'a• •, ��•I � '� ti _�, L' _ � i 1-�, -i ,r `I- - , --ri.■�'.�� j-'�' Il- -,-�� .. - T�L� ��r •atif •� W.0- 5111- b l.. • - - ' _ m i ',•.� �" - ; - .k' !'�y,-�,-, I ,I`�,t Yl ,�i - c - �k',� -. r 7a W 77 TDS PERMIT LOCATION MAP w D1Gr��" Dig Line,Inc. _ 811 or 800-342-1585 C09 C08 C07 Co' START PROJECT TWINID 0898GA 01 TF 042.57731644 / -114.45553571 TWIN FALLS ID yy — MATERIAL DESCRIPTION QTY ACTUAL C06 C05 CO2 ,;rX !' II C 16 C04 CO3 s ` - C 15 r— ClQ- C14 _ Clil _ - C13 12 C 17 ' 4- •, - � - • TILSON On a Mission T. (207) 591-6427 F. (207) 772-3427 PERMIT JURISDICTION ITD SHEETS: C04-CO8, C16 infoOtileonte&.com REVISIONS NEW UNDERGROUND 1 ,592' S HE ETS: C04-CO8, C 16 DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC PERMIT JURISDICTION TWIN FALLS SHEETS: CO1 -004, C08-C15, C17 12/29/23 REV NV /29/23 REV 2 AM NEW UNDERGROUND 12,553' SHEETS: CO1 -004, C08-C15, C17 EXISTING UNDERGROUND 0' SHEETS: SCALE SIZE B SHEET: NTS TOTAL FT 14, 145' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 2.68 FILE NAME:TWINID 0898GA 01 TF CD ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TWINID_0898GA_01_TF 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-C17 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 H H DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 H H DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 02/17/23 INITIAL SUBMISSION RNC . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 07/20/23 REV NV E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 12/29/23 REV AM . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� E08 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TWINID 0898GA 01 TF CD ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 01 TF TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID CONOR HOBBS VICE PRESIDENT,OSP 303-434-3779 DISTRICT 4-GENERAL OFFICE (208) 866-7800MATERIAL DESCRIPTION QTY ACTUAL DISTRICT 4 ENGINEER:JESSE BARRUS 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 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 02/17/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 07/20/23 REV 1 NV 12/29/23 REV 2 AM Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TWINID 0898GA 01 TF CD ® 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 02/17/23 TWINID 0898GA 01 TF IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR. SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY REV 1 - ADDED CANAL LATERAL 39A & 40 07/20/23 TWIN FALLS,ID 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. REDESIGN ON CO2-CO3 & C10 MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR REV 2 - ROUTE UPDATE ON 12/29/23 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND BLUE LAKES BLV D N A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o2/t7/23 INITIAL SUBMISSION RNC MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN 07/20/23 REV t NV THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH t 2/29/23 REV 2 AM WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT --- LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TWINID 0898GA 01 TF CD SYMBOLS KEY ® DMunM., EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT z z 11 DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT WE 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 CIL DIRECTIONAL BORE CONDUIT —DB DB(1)1.25'' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DB— —DB— D13(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898GA 01 TF EXISTING OVERHEAD ELECTRIC —OE OE DB(3)1.25" IDIRECTIONAL BORE (3)1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E FUTURE DIRECT BURY 1 F DROP FIBER MATERIAL DESCRIPTION QTY ACTUAL 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 O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK S/W s/W ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) [El PROPERTY LINE —— — — — ELECO VAULT(VLT) FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) FIBER SLACK LOOPS 100 100 PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) 38G TERMINAL ggG B8G TRAFFIC SIGNAL ITS) ❑TS WATER MANHOLE(WMH) O C12 TERMINAL C12 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450� WATER METER(WM) lWJ CAPPED CONDUIT SEWER VALVE(SV) ® TIE-IN/CONDUIT COUPLER SEWER MANHOLE(SMH) ® T I L S O N EXISTING COMM LINE On a Mission STORM DRAIN MANHOLE(DMH) @ , T: (207)591-6427 F: (207)772-3427 Fm EXISTING GAS LINE , InfoOtIsontech.com CATCH BASIN(CB) EXISTING POWER LINE , REVISIONS CULVERT(CUL) >—< DATE DESCRIPTION INITIAL EXISTING STORM DRAIN LINE ' 02/17/23 INITIAL SUBMISSION RNC GAS MANHOLE(GMH) © 07/20/23 REV 1 NV EXISTING SEWER LINE , 12/29/23 REV 2 AM GAS VALVE(GV) ® --- --- GAS METER(GM) 451 EXISTING WATER LINE , --- ---- EXISTING IRRIGATION ACCESS ❑ UNKNOWN MANHOLE(UMH) OO SCALE SIZE B SHEET: NITSUNKNOWN HANDHOLE(UHH) ❑0 TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TWIN ID 0898GA Ol TIE CD NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou 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 J —E POWER LINE [] ELECTRIC HANDHOLE Q ELECTRIC VAULT / ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE M —_ - __ _ �� O$ SEWER MANHOLE © GAS MANHOLE Fall; Ave E -7!Fas _ve ® SEWER VALVE ® GAS VALVE 04 ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE W v .7 . R/W © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT D 7+54 PLACE NEW „ O 14"OX24"AXS 400 TIER 8 HH AT cos coB Co'"" co 042.57740391,-114.45647928 U T 1+g9 PLACE NEW ACCESS POINT ID:#7000-013-3.2 Jill[ 14"+OX24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:Y cob cos co 042.57732423,-114.45734411 1 A 0+00 PLACE NEW ACCESS POINT ID:#7000-014-4.3 14"0X24"AXS 400 TIER 8 HH AT C16 c04 c03 w GR/GB:Y/ISO:Y I 042.57731644,-1 14.45553571 w ACCESS POINT ID:#7000-007 as GR/GB:Y E 7+63 PLACE NEW (f� 14"OX24"AXS 400 TIER 8 HH AT 042.57721969,-114.45752420 I O ACCESS POINT ID:#7000-014-4.1 } ' GR/GB:Y/ISO:Y ry"p c1i'h 1z "� Irvx""e fnoPPin i+ .'. L:163' { a 7 DB(1)1.25" "n4,.". 11*A—I J _ L:131' Q s DB(1)1.25" C L:144' G L:83' DB(1)1.25" DB(1)1.00" p L:36' PREPARED FOR: DB(1)1.00" E 6+79/T 0+00 PLACE NEW P O+49 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT T 0+58 PLACE NEW D 5+91 /P 0+00 PLACE NEW 14''OX24"AXS 400 TIER 8 HH AT O 042.57699144,-1 14.45752221 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT ETILSON ACCESS POINT ID:#7000-014-4 042.57696379,-114.45734116 042.57695688,-114.45648017 042.57695491,-1 14.45629778 A 1 400 PLACE NEW y ACCESS POINT ID:#7000-013-3.1 14"OX24"AXS 400 TIER 8 HH AT I N GR/GB:Y/ISO:Y ACCESS POINT ID:#7000-014-4.2 ACCESS POINT ID:#7000-013-3 GR/GB:Y/ISO:Y 042.57692264,-114.45553067 ? T:(207(591-6427 F:(207)772-3427 _ GR/GB:N/ISO:N GR/GB:Y/ISO:Y ACCESS POINT ID:#7000-008 info@filsonfech.com DB(2)1 25" I — GR/GB:N/ISO:N REVISIONS _ DATE I DESCRIPTION INITIAL 851 02/17/23 INITIAL SUBMISSION RNC E 6+70 L:49' 07/20/23 REV 1 NV DB(1)1.25" 12/29/231 REV 2 AM L:49' 85. DB(1)1.25" SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C01 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_Ol_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO1 GAS LINE W WATER MAIN — IS SEWER L:144' —S IN E POWER E L:154 L:155' DB(1)1-25" E] ELECTRIC HANDHOLE Q ELECTRIC VAULT DB(1)1.25" DB(1)1.25" ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE �y U TRANSFORMER LIGHT POLE L.29' L:28' OS SEWER MANHOLE © GAS MANHOLE 84 DB(1)1.00" DB(1)1.00" ® SEWER VALVE ® GAS VALVE A 2+87 PLACE NEW ❑TS TRAFFIC SIGNAL �G GAS METER E 5+16/S 0+00 PLACE NEW , D 4+36 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.57652795,-1 14.45552664 © COMM HANDHOLE HYDRANT 042.57654310,-114.45752310 042.57653026,-114.45648553 ACCESS POINT ID:#7000-009 ACCESS POINT ID:#7000-014-3 ACCESS POINT ID:#7000-013-2 i GR/GB:N/ISO:N r COMM PEDESTAL lip WATER METER GR/GB:Y/ISO:Y S 0+57 PLACE NEW GR/GB:N/ISO:N OD DRAINAGE MANHOLE �)UTILITY POLE L:B' 14"OX24"AXS 400 TIER 8 HH AT ® CATCH BASIN CULVERT DB(2)1.25" 042.57651940,-114.45734116 N 1+96 PLACE NEW ACCESS POINT ID:#7000-014-3.1 14"OX24"AXS 400 LT DUTY HH AT GR/GB:Y/ISO:Y 042.57652631,-114.45629778 A E 5+08 _ ACCESS POINT ID:#7000-013-1.2 L:49' GR/GB:Y/ISO:Y : 829 DB(1)1.25" g f INN Q L:141' _ i cos coB cm co U DB(1)1.25" L:149' L � L. � C06 COS CO rDB(1)1.25"51' L:152' C16 C04 CO3 ui W L:22' DB(1)1.25" c.wAh A^ _ C15 DB(1)1.00" A„ J. L:26' 4 c 1 DB(1)1.00" 1 O . N 0+47 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT D 2+85/N 0+00 PLACE NEW A 400 PLACE NEW 042.5761 1713,-1 14.45630314 4 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#7000-013-1.1 L:16' 142.57611614,-114.45647883 GR/GB:N/ISO:N 042.57611219,-114.45552933 All,Av. 11*A—I U �E 3+63 DB(1)1.00" ACCESS POINT ID:#7000-013-1 ACCESS POINT ID:#7000-010 t E 3+67 PLACE NEW GR/GB:Y/ISO:Y GR/GB:N/ISO:N �t Q 14"OX24"AXS 400 TIER 8 HH AT E 3+13 PLACE NEW 042.57613425,-1 14.45752400 14"OX24"AXS 400 TIER 8 HH AT i ACCESS POINT ID:#7000-014-2 042.57612137,-114.45733817 GR/GB:N/ISO:N ACCESS POINT ID:#7000-014-1 L:54' GR/GB:N/ISO:N L'28 L:47' PREPARED FOR: DB(1)1.00" DB(1)1.25" N h y ETILSON _ AL T:(207(591-6427 F:(207)772-3427 info@filsonfech.com - - REVISIONS DATE I DESCRIPTION INITIAL LATERAL 39A 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV M L;217 12/29/23 REV 2 AM REV 1- DB(1)1.25" ADDED CANAL LATERAL 39A SCALE ELM ST N RESDEIGN I SIZE B SHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC CO2 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 w GAS LINE WATER MAIN SEWER 0+00/Q 0+00 PLACE NEW I _ — IS IS STORM DRAIN 22"OX21"AXS 500 HH AT I —E POWER LINE LATERAL 39A E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.57551686,-114.45672246 A 6+56/B 0+00 PLACE NEW L.220 ACCESS POINT ID:#7000-013 22"OX21"AXS 500 HH AT lb ELECTRIC METER m ELECTRIC CABINET DB(1)1.25'• REV 1- r GR/GB:Y/ISO:Y I ELECTRIC MANHOLE ADDED CANAL LATERAL 39A 04CCESS1 POINT -1 D:#70 0-011 ELM ST N RESDEIGN A 10+51 /E 0+00 PLACE NEW I ACCESS POINT ID:#7000-01 1 LIGHT POLE RANSFORMER 14'OX24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:Y 042.57551792,-114.45699493 L:73' A 7+95 PLACE NEW O SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:#7000-014 pg(y)1.25"' L:66' 14"OX24"AXS 400 TIER 8 HH AT ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:N DB(2)1.25" L:11T TS TRAFFIC SIGNAL G GAS METER L:124' DB(1)1.25" 042.57551414,-114.45604431 ❑ DB(1)1.25" L•24' V ACCESS POINT ID:#7000-012 © COMM MANHOLE ® WATER VALVE I DB(1)1.00" * GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT w B ® COMM PEDESTAL Q WATER METER L:47' E 0+93 D B(1)1.25" 'A 6+60 Q DRAINAGE MANHOLE �)UTILITY POLE CATCH BASIN CULVERT _ L:93' . L:139' u• L:45' - DB(2)1.25" A 9+12/D 0+66 DB(1)1.25" L:52' DB(1)1.25" _ DB(1)1.25" M 0+05 I/ A 12+68/U 0+00 PLACE NEW r .�o g m"xx"ham 22"OX21"AXS 500 HH AT O 042.57551694,-1 14.45779914 ACCESS POINT ID:#7000-015 L:132' L;21 cos coB cm co L:2TO L:131.25T U DB(1)1.00' GR/GB:Y/ISO:Y DB(1)1.25" DB(1)1.00" DB 1 " T L:39' 1 cob cos co *+ Q 1+79 PLACE NEW Q 0+47 PLACE NEW DB(1)1.00" � c16 coo cos 14OX24 AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT W " " I B 0+52/M 0+00 PLACE NEW w 042.SS POINT I-1 170 0- 13.2 ACCESS POINT ,-1 14.45672268 14"OX24"AXS 400 TIER 8 HH AT � � [awI ew as ACCESS POINT ID:#7000-013.2 ACCESS POINT ID:#7000-013.1 �_. GR/GB:Y/ISO:Y 042.57537423,-114.45553201 GR/GB:N/ISO:N`I ACCESS POINT ID:#7001-001 0 U 0+45 PLACE NEW GR/GB:Y/ISO:Y O 14"OX24'AXS400TIER8HHAT ( I } '4w c'1i'h' 1z 042.57539217,-114.45779892 M 1+37 PLACE NEW ° ACCESS POINT ID:#7000-015.1 GR/GB:N/ISO:N L 14"OX24"AXS 400 TIER 8 HH AT a7 042.57538477,-1 14.45603626 '° M.M ACCESS POINT ID:#7001-001.1 U GR/GB:Y/ISO:Y r REV 1- CQ ADDED CANAL LATERAL 39A _ PREPARED FOR: L:307' DB(1)1.25" ETILSON y T:(207(591-6427 F:(207)772-3427 Zinfo@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23,1 INITIAL SUBMISSION RNC 07/20/231 REV 1 NV 12/29/231 REV 2 AM SCALE 3 SIZE B SHEET:1"=50' MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO3 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_Ol_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C05 GAS LINE w WATER MAIN SS SEWER t SD STORM DRAIN REV 2- A 14+26 PLACE NEW —E POWER LINE Bus REMOVED CONDUIT CROSSING — 14"OX24"AXS 400 LT DUTY HH AT E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.57551694,-1 14.45838655 (1 rA PLACE NEW ELECTRIC METER ELECTRIC CABINSACCESS POINT ID:#7000-016 "AXS 400 TIER 8 HH AT ELECTRIC MANHOLE0293,-114.46021626 �8 A 16+76/W 0+00 PLACE NEW A 15+01 /V 0+00 PLACE NEW GR/GB:N/ISO:N TRANSFORMER POINT ID:#7000-019 14"GX24"AXS 400 TIER 8 HH AT 14"OSX24"AXS 400 LT DUTY HH ATGHT POLE Y/ISO:Y 042.57551562,-114.45931459 042.57551891,-114.45866550 _ O SEWER MANHOLE © GAS MANHOLE :• ! i ACCESS POINT ID:#7000-018 ACCESS POINT ID:#7000-017 L:158' ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:Y L:175' GR/GB:Y/ISO:Y L:75' DB(1)1.25" 'i,• L.312' DB 1 1 25" ❑15 TRAFFIC SIGNAL GAS METER DB 1 1.25" DB(1)1.25" O ( ) ••, © COMM MANHOLE ® WATER VALVE li M _a 1 DB DB © COMM HANDHOLE � HYDRANT 41' L:44 COMM PEDESTAL Q WATER METER .P DB(2)1.25"� DB(1)1.25 — O DRAINAGE MANHOLE )UTILITY POLE • a � ® CATCH BASIN CULVERT • A 19+18 END OF TWIN FALLS ROW BEGIN OF ITD ROW DB W 1+59 r r mnxx"h. L:138' V 1+19 PLACE NE (y i--I DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT L.75 L:108' Q c09 cob cmP�yP co W 1+80 PLACE NEW 042.57540007,-114.45893953 DB(1)1.25" DB(1)1.25" U U 1+53 PLACE NEW U 14"OX24"AXS 400 TIER 8 HH AT ACCESS POINT ID:#7000-017.2 � W 0+41 PLACE NEW GR/GB:Y/ISO:Y V 0+44 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT r c06 cos co 042.57539053,-114.45982734 042.57539151,-114.45819946 *� ACCESS POINT ID:#7000-018.2 14"OJX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT GR/GB:Y/ISO:Y • 042.57540205,-114.45931638 042.57539843,-1 14.45866215 7000-015.2 c16 c04 cos LuACCESS POINT IGRD:#D:# Y/ISO:Y I Lu ACCESS POINT ID:#7000-018.1 ACCESS POINT ID:#7000-017.1 Lu GR/GB:N/ISO:N GR/GB:N/ISO:N Lu as in O BUS O , 93 1--- n Irv�x°oe in° ' PPn i y 11 C�7 i i �. PREPARED FOR: a - T ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL w - � 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 12/29/23 REV 2 ::::j AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C04 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_Ol_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE W WATER MAIN _ _ SS SEWER Bus SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 93 2'6 L: m L: 2' .25" ELECTRIC METER ELECTRIC CABINET ® ELECTRIC MANHOLE REV 2- LATERAL 39A LIGHT POLE U TRANSFORMER MOVED DOUBLE CONDUIT ai A 23+31 /Y 0+72 TO SOUTH OF CROSSING O O $ SEWER MANHOLE (; GAS MANHOLE ® SEWER VALVE ® GAS VALVE L:83' ❑n TRAFFIC SIGNAL � GAS METER 7m DB(1)1.25" _ _ — - © COMM MANHOLE ® WATER VALVE L: 21.25" © COMM HANDHOLE HYDRANT ) ® COMM PEDESTAL Q WATER METER A 22+59/Y 0+00 PLACE NEW REV 2- 22"OX21"AXS 500 HH AT UPDATED HH TYPE QD DRAINAGE MANHOLE �)CULVERT UTILITY 042.57644862,-1 14.46019145 ® CATCH BASIN C ACCESS POINT ID:#7000-021 _ 836--, „_ a 3 GR/GB:Y/ISO:Y Nwixx.a IrA. I ' r�,ur of � "IIIMMn hW O ` + 0 r i s • _ ; :• -- — C09 , C07 CO U U C) = L:128' co cos DB(1)1.25 A— �(N s C0 3C 16 Lu • 0 8LLu .I:Ib n.. C75 /1 (/'� A" 4 C 1 0 us , v. 93 3 A 21+31 PLACE NEW O 0+p m Anemunain al.,. 14"OX24"AXS 400 TIER 8 HH AT All" N hwl C17 042.57609738,-1 14.46019324 U ACCESS POINT ID:#7000-020 U GR/GB:N/ISO:N PREPARED FOR: 806 w L:144' DB(1)1.25" ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com _ REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 12/29/23 REV 2 AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C05 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ 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CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou 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 93 . M/N M/8 8 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE M TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE . . ® SEWER VALVE ® GAS VALVE W ❑n TRAFFIC SIGNAL GAS METER `• yr © COMM MANHOLE ® WATER VALVE R/W R/W © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER REV 2- QD DRAINAGE MANHOLE 0 UTILITY POLE REMOVED CONDUIT CROSSING ® CATCH BASIN CULVERT REV 2- UPDATED HH TYPE Y 3+88 PLACE NEW AND NUMBER : 14"OX24"AXS 400 TIER 8 HH AT 042.57751394,-1 14.46020039 00 ACCESS POINT ID:#7010-001 0 GR/GB:Y/ISO:Y 0 cos coB cm co U � 3 U 1 C06 COS CO LATERAL 39A C16 C04 CO3 W LI_I cnwpnw C15 0 0 , BUS � N aoe fnoPPin i+ I11 C�7 L:254' "M —' DB(1)1.25" G � I • 3 PREPARED FOR: • I 1 REV 2-RENUMBERED HH C y ETILSON T:(207(591-6427 F:(207)772-3427 Y 1+34 PLACE NEW ' I � 14"OX24"AXS 400 TIER 8 HH AT info@filsonfech.com J REVISIONS 042.57681500,-1 14.46018519 I •• ACCESS POINT N ID:#7010-000-1/2 DATE DESCRIPTION INITIAL GR/GB:N/I 02/17/23 INITIAL SUBMISSION RNC 07/20/231 REV 1 NV 12/29/23 REV 2 AM REV 2- __. MOVED DOUBLE CONDUIT SCALE SOUTH OF CROSSING SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C07 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. 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W 9 C�7 _ ( REV 2- ■ ADDED CONDUIT ROUTE i PREPARED FOR: 1 L:496' ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL ' 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 12/29/23 REV 2 AM - - SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C08 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE 1111 [E] ELECTRIC HANDHOLE Q ELECTRIC VAULT M M ELECTRIC METER m ELECTRIC CABINET w ELECTRIC MANHOLE W W TRANSFORMER LIGHT POLE W O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE DB DB ❑n TRAFFIC SIGNAL GAS METER R / © COMM MANHOLE ® WATER VALVE R/W © COMM HANDHOLE HYDRANT A 38+21 PLACE NEW DB(1)1.25" L'179' COMM PEDESTAL WATER METER 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25 O �� � DRAINAGE MANHOLE UTILITY POLE 042.57766734,-1 14.46452501 CATCH BASIN CULVERT ACCESS POINT ID:#7000-028 A 37+10 PLACE NEW A 35+31 PLACE NEW GR/GB:Y/ISO:N 14"0X24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT J 042.57766339,-114.46411463 a, 11 042.57765812,-1 14.46344766 ACCESS POINT ID:#7000-027 I ACCESS POINT ID:#7000-026 GR/GB:N/ISO:N GR/GB:N/ISO:N co w AAAH1 O CJ9 C08 C07 CO U C06 C05 CO REV 1- ADDED CANAL LATERAL 40 w ` C16 C04 CO3 w [.wbAx _ C15 V/ IN. 4 C 1 v i ° IrvAno°fnoPPin i ' Allv� y 11VC17 2 a,�. i 11M A—I PREPARED FOR: LATERAL40 ETILSON -- T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 794 REVISIONS z DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/231 REV 1 NV 12/29/231 REV 2 AM - _ SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C09 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_Ol_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE w WATER MAIN L:IT B 3+58/C 0+00 PLAC8 HH E NEAT g 3+W SD STORM DRAIN — IS SEWER —rwmw LATERAL 39A DB(1)1.25" DB(1)1.25"— L:35' L.185 —E POWER LINE L:152' DB(1)1.00"� L:133' DB 1 1.25" 14"OX24"AXS 400 TIER35 I — — DB(1)1.00" ( ) 042.57459635,-1 14.45561024 E] ELECTRIC HANDHOLE QELECTRIC VAULT I C 1+21 ACCESS POINT ID:#7001-002 ELECTRIC METER m ELECTRIC CABINET C 2+$$ GR/GB:Y/ISO'Y ® ELECTRIC MANHOLE j5 LIGHT POLE TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE L:117' .; ...i r ® SEWER VALVE ® GAS VALVE DB(1)1 225" ❑n TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE _ © COMM HANDHOLE //�.�J HYDRANT C 4+35 PLACE NEW C 3+02 PLACE NEW ® COMM PEDESTAL mv WATER METER 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT C 1+17 PLACE NEW O DRAINAGE MANHOLE 0 UTILITY POLE 042.57460326,-1 14.45721465 042.57460227,-1 14.45672028 14"OX24"AXS 400 TIER 8 HH AT _B 4+05�/6 ® CATCH BASIN CULVERT ACCESS POINT ID:#7001-002-3 ACCESS POINT ID:#7001-002-2 042.57459931,-114.45604437 GR/GB:N/ISO:N GR/GB:N/ISO:N ACCESS POINT ID17001-002-1 „a C 5+87 PLACE NEW GR/GB:N/ISO:N B 4+24 14"OX24"AXS 400 TIER 8 HH AT 1408 +I 042.57460919,-1 14.45777925 = ACCESS POINT, :#7001-002-4 Ln GR/GB:N/ISO:N REV 1 - L: T-4 ADDED CANAL LATERAL 39A r pg(1)1.25•• cos coB LO7 coU PLACE NEW PLACE NEW 104-12"X11"PEDESTAL AT co 104-12"X11"PEDESTAL AT PLACE NEW PLACE NEW 042.57405633,-114.45628901 *y 104-12"Xl 1"PEDESTAL AT ACCESS POINT ID:#7001-005-2 + L — 042.57407375,-114.45776030 104-12"X1 1"PEDESTAL AT c16 coo c03 r 042.57405703,-114.45719487 GR/GB:N/ISO:N o, ACCESS POINT ID:#7001-005-5 � . 042.57405652,-114.45671114 n LJJ ACCESS POINT ID:#7001-005-4 GR/GB:N/ISO:N ACCESS POINT ID:#7001-005-3 B 6+47 PLACE NEW B 5+78/B 7+16 o O [awl e„ LJJ GR/GB:N/ISO:N c15 rin LATERAL 39A - GR/GB:N/ISO:N 104-12"X11"PEDESTAL AT N - OPTITAP:10/90 L:200' L:200' 042.57405533,-1 14.45578092 ACCESS POINT ID:#7001-005-1 z 1. ° c 1 OPTITAP:10/90 GR/GB:N/ISO:N OPTITAP:10/90 O OPTITAP: 10/90 OPTITAP:10/90 ''M a c'1i' 1z _ q Irv+vcoe fno _ u -m7'E AIIa, v� IMF.PP'n C�7 Q L.200' L 200' / ■ L:60' fl �� ADDED CANAL LATERAL 39A DB(1)1.25" / PREPARED FOR: \ - B 7+77 � \ REV 1- L: I � LYNWOOD BLVD REDESIGN \ DB(2)1.25.25" / R 0+54 PLACE NEW ETILSON 14"042.5 AXS 97,LT DUTY 94 92 / 042.57376397,-1 14.45594892 T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:#7001-005.1 / info@tllsontech.com GR/GB: REVISIONS 1 8 1+55 PLACE NEW L: ° `o DATE DESCRIPTION INITIAL 01- "X7"PEDESTAL AT DB(1)1.25" 042.57364908,-114.45788101 02/17/23 INITIAL SUBMISSION RNC ACCESS POINT ID:#7001-005-6 _I HayesB B 8+84/R 0+00 PLACE NEW 07/20/23 REV 1 NV GR/GB:Y/ISO:Y `\ 14"OX24"AXS 400 TIER 8 HH AT 12/29/23 REV 2 AM s 042.57366488,-1 14.45579782 i ACCESS POINT ID:#7001-005 SCALE GR/GB:Y/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C10 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 10 GAS LINE w WATER MAIN \ SS SEWER SD STORM DRAIN 1 ER LINE E] ELECTRIC HANDHOLE ELECTRIC VAULT L:400' ELECTRIC METER m ELECTRIC CABINET T ® ELECTRIC MANHOLE L:155' % LIGHT POLE U TRANSFORMER O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE F 4+77 PLACE NEW ❑7S TRAFFIC SIGNAL GAS METER 104-12"X11"PEDESTAL AT IL:176' 042.57335938,-114.45666954 DB(1)125" © COMM MANHOLE ® WATER VALVE " ACCESS POINT ID:#7001-005-8 © COMM HANDHOLE HYDRANT GR/GB:Y/ISO:Y B 9+80 ® COMM PEDESTAL Q WATER METER + O DRAINAGE MANHOLE 0 UTILITY POLE F 0+gg/ L 0+00 PLACE NEW = 14"fdX24"AXS 400 TIER 8 HH AT � L:389' � _ DB(1)1.25" CATCH BASIN CULVERT 042.57322441,-114.45787296 - OPTITAP:10/90 °—^^° 9 CIA ACCESS POINT ID:#7001-005-7 OPTITAP:10/90 / F 2+57 i L:400' 2 CABLES d ° g m�h^ r F 4+23 149JX24 AXS 400 TIE R 8 HH AT � C09 LO7 � CO " � 042.57320960,-1 14.45594445 � co 15'UTILITY EASEMENT ACCESS POINT ID:#7001-006 TWIN FALLS COUNTY GR/GB:N/ISO:N C16 C04 cos Ui L:200' DOC#:00004F, LJ J z _ 15'UTILITY EASEMENT [w°I,e^ TWIN FALLS COUNTY OPTITAP:15/85 c15 DOC#:0000446524 DB(1)1.00" r) 4 tq�l (04257301767 -11445661590 "' Aft,A. i,iM 4M i C� DB(1)1.25" G a i J 4+56 PLACE NEW 15'UTILITY EASEMENT TWIN FALLS COUNTY PREPARED FOR: 104-12"Xl 1"PEDESTAL AT DOC#:0000446524 042.57275299,-1 14.45761726 L:288 0 ACCESS POINT ID:#7001-005-1 1 OPTITAP:30/70 DB(1)1.25" — L: L:300' C 200' 15'UTILITY EASEMENT J 1+68 PLACE NEW TWIN FALLS COUNTY DO #:0000446524 J 3+03 104-12"X1 1"PEDESTAL AT T:(207(591-6427 F:(207)772-3427 ETILSON 042.57267793,-1 14.45660517 _ info@tllsontech.com ACCESS POINT ID:#7001-005-10 GR/GB:Y/ISO:Y REVISIONS 15'UTILITY EASEMENT DATE I DESCRIPTION INITIAL TWIN FALLS COUNTY 02/17/23 INITIAL SUBMISSION RNC DOC#:0000458095 07/20/231 REV 1 NV OPTITAP:30/70 B 12+45 PLACE NEW 12/29/231 REV 2 AM 15'UTILITY EASEMENT 14"(dX24"AXS 400 TIER 8 HH AT ____ ____ ____ J2+g9 � 042.57270131,-114.45593819 TWIN FALLS COUNTY ACCESS POINT ID:#7001-007 SCALE 5 DOC#:0000446524 GR/GB:N/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C11 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C11 GAS LINE w WATER MAIN ppm — IS SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT -• ELECTRIC METER m ELECTRIC CABINET w4M • L:159' ELECTRIC MANHOLE DB(1)1.25" ® TRANSFORMER L.16H' • LIGHT POLE DB(1)1.25" 15'UTILITY EASEMENT • OS SEWER MANHOLE © GAS MANHOLE TWIN FALLS COUNTY ® SEWER VALVE ® GAS VALVE DOC#:0000446524 0 ❑n TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE B 14+05 PLACE NEW © COMM HANDHOLE HYDRANT 14',OX24"AXS 400 LT DUTY HH AT ® COMM PEDESTAL Q WATER METER 042.57226478,-1 14.45593819 J 0+00 PLACE NEW ACCESS POINT ID:#7001-008 QD DRAINAGE MANHOLE )UTILITY POLE 101-8"X7"PEDESTAL AT GR/GB:N/ISO:N ® CATCH BASIN CULVERT 042.57221573,-1 14.45659444 — -4 W, ACCESS POINT ID:#7001-005-10.1 GR/GB:Y/ISO:Y L:222' DBOU.25" MAIA H 1--1 I , \ _ C09 COB C07 CO U B 20+00 -- —� T h I B 21+25 PLACE NEW \ cos cos co h 14"GX24"AXS 400 TIER 8 HH AT 042.57228914,-114.45774645 \ L:28' i C16 C04 CO3 w ACCESS POINT ID:#7001-012 w GR/GB:N/ISO:N L:161' as B 19+03 PLACE DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT 042.57207549,-1 14.45699543 cT" #C11'7 O ACCESS POINT ID:#7001 GR/GB:N/ISO:N o L:31' c3 582 a w wAu,.. DB(1)1.00" Mn, U 15'UTILITY EASEMENT TWIN FALLS COUNTY B 15+66 G 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT DOC#:0000458095 f1j B 16+62 042.57182232,-1 14.45593909 L:197' d ACCESS POINT ID:#7001-009 i DB(1)1.25" GR/GB:Y/ISO:Y • PREPARED FOR: \ • _ L:140' DB(1)1.25" B 17+06 PLACE NEW ETILSON 14"GX24"AXS 400 TIER 8 HH AT \ 042.57175648,-1 14.45640535 ACCESS POINT ID:#7001-010 T:(207)591-6427 F:(207)772-3427 \ GR/GB:N/ISO:N info@filsonfech.COM \ REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC L:164' — 07/20/23 REV 1 NV DB(1)1.25" 12/29/23 REV 2 AM M SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 17 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER •u••u••••••••. FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C14 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE lieB 2S+2O • E] ELECTRIC HANDHOLE Q ELECTRIC VAULT • 618e7t Dr ELECTRIC METER m ELECTRIC CABINET ' B 24+g5 PLACE NEW ® ELECTRIC MANHOLE �y %14"fdX24"AXS 400 LT DUTY HH AT LIGHT POLE U TRANSFORMER •• 042.57247712,-1 14.45905984 \ ACCESS POINT ID:#7001-014 OS SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ��. ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT •• • n ® COMM PEDESTAL Q WATER METER B 23+06 PLACE NEW 14"(dX24"AXS 400 LT DUTY HH AT OD DRAINAGE MANHOLE C-0)UTILITY POLE r 15'UTILITY EASEMENT 042.57237638,-1 14.45840761 L.181 ® CATCH BASIN CULVERT TWIN FALLS COUNTY ACCESS POINT ID:#7001-013 DB(1)1.25" °'-'"'"° 9 NIr � IAIA IIH 1�1 C09 COB L-S CO. CO •e - - C16 C04 CO3 .. - W - w c.wAp A" C15 C, O ' *^h C13�� ! 12 n Iwm,Au fna°p•n i y 11 C�7 I Alla,�v. .i PiM A- 54® PREPARED FOR: • • 7 yY000l •pping Center M ETILSON • T:(207(591-6427 F:(207)772-3427 info@filsonfech.CoM REVISIONS z tot DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC •. - 07/20/23 REV 1 NV dim 12/29/23 REV 2 AM • 7 SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_Ol_TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE r � E] ELECTRIC HANDHOLE Q ELECTRIC VAULT lb ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE • O$ SEWER MANHOLE © GAS MANHOLE _ d ® SEWER VALVE ® GAS VALVE r TRAFFIC SIGNAL GAS METER 690 F 0+00 PLACE NEW © COMM MANHOLE ® WATER VALVE PIPED PERRINE COULEE � 14"OX24"AXS 400 TIER 8 HH AT © COMM HANDHOLE � HYDRANT 042.57322441,-114.45820019 ACCESS POINT ID:#7001-005-7.1 ® COMM PEDESTAL Q WATER METER GR/GB:Y/ISO:Y O DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT B 28+99 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57322770,-114.45874244 ACCESS POINT ID:#7001-15.1 L:88 GR/GB:Y/ISO:Y DB(1)1.25 S B 28+42 IAA IIH 1 1� C09 COB C07 CO 3 B 27+87 W- U `f-_1f � � C06 COs CO C16 C04 CO3 Lu ` 15'UTILITY EASEMENT DB(1)1.25" TWIN FALLS COUNTY B 27+29� _ """ DOC#:0000458095 . � � 4 c1 \ K 1+06 PLACE NEW O 10 1-8"X7"PEDESTAL AT 'MfA c1i'h 1z \ 1 042.57282805,-114.45869551 wwAnfAuop•A al., B 26+95 1 ACCESS POINT ID:#7001-005-12.1 = ^ MAM c17 B 26+61 PLACE NEW GR/GB:Y/ISO:Y A 4 14"OX24"AXS 400 LT DUTY HH AT U 042.57287052,-1 14.45936919 K 0+00 PLACE NEW r ACCESS POINT ID:#7001-015 GR/GB:N/ISO:N 104-12"Xl 1"PEDESTAL AT I Q 042.57279645,-1 14.45830390 ■ ACCESS POINT ID:#7001-005-12 i GR/GB:Y/ISO:Y PREPARED FOR: 3 � _ n OPTITAP:TERMINATING U/E 31n 15'UTILITY EASEMENT TWIN FALLS COUNTY 15'UTILITY EASEMENT B DOC#:0000458095 TWIN FALLS COUNTY - T I L S O N B 26+12 DOC#:0000458095 L:106' 3 \ DB(1)1.00" - T:(207(591-6427 F:(207)772-3427 info@filsonfech.com L:2oo' REVISIONS \ DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 12/29/23 REV 2 AM DB(1)1.25" 237 SCALE B 25+63 SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C14 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C04 GAS LINE w WATER MAIN IS SEWER L:169' L:223' L:164' SD STORM DRAIN DB(1)1.25" DB(1)1.25" DB(1)1.25" —E POWER LINE +83 E] ELECTRIC HANDHOLE Q ELECTRIC VAULT _ ELECTRIC METER m ELECTRIC CABINET L:57' ® ELECTRIC MANHOLE C 7+51 /Z 0+00 PLACE NEW DB(1)1.25" LIGHT POLE U TRANSFORMER N 14''GX24''AXS 400 TIER 8 HH AT O$ SEWER MANHOLE © GAS MANHOLE • r . - - 042.57460985,-114.45838990 ACCESS POINTID:#7001-002-5 ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:Y TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE C 11+43 PLACE NEW r © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 TIER 8 HH AT ® COMM PEDESTAL Q WATER METER 042.57459734,-114.45983383 C 9+74 PLACE NEW Z 2+09 PLACE NEW ACCESS POINT ID:#7001-002-6.1 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT Z 0+51 L:38' QD DRAINAGE MANHOLE �)UTILITY POLE L: � GR/GB:N/ISO:N 042.57461445,-114.45921826 042.57447257,-1 14.45892953 DB(1)1.25.25" DB11.00" CATCH BASIN CULVERT L:b' ( ) ACCESS POINT ID:#7001-002-6 ACCESS POINT ID:#7001-002-5.2 DB(2)1,25" GR/GR:N/ISO:N GR/GB:Y/ISO:Y Z 0+57 PLACE NEW "'+• " 14"OX24"AXS 400 LT DUTY HH AT REV 2- 042.57446862,-1 14.45836627 REMOVED CONDUIT CROSSING REV 2- ACCESS POINT ID:#7001-002-5.1 UMBERED HH GR/GB:N/ISO:N REN I I IAA AH 1--i C09 COB L COU CO + C16 C04 CO3 W wc.wbnw C15 4 C1 a c13 r lz .• � �' Irv,Anoe ino .'. PP n i y 11 C�7 2 Allw Aw i 11M A—I A U Q � a i - PREPARED FOR: r Bus ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 12/29/23 REV 2 AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C15 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C06 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE s X3+43 PLACE NEW E] ELECTRIC HANDHOLE QELECTRIC VAULT 14"OX24"AXS 400 TIER 8 HH AT ELECTRIC METER m ELECTRIC CABINS 042.57570433,-1 14.46048918 ELECTRIC MANHOLE ACCESS POINT D*7000-022.2 ® TRANSFORMER GR/GB:N/ISO:N y LIGHT POLE Willi SEWER MANHOLE © GAS MANHOLE 735 REV 2- r1 w ® SEWER VALVE ® GAS VALVE REMOVED CONDUIT CROSSING m TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE 81'R/W TO R/W © COMM HANDHOLE � HYDRANT ® COMM PEDESTAL Q WATER METER _ 41 ' O DRAINAGE MANHOLE 0 UTILITY POLE + � ® CATCH BASIN CULVERT Nw1xx.a IrA. 'h r�,ur of � "IIIMM1 hW L 1 0 O 1 C09 C08 CO U p C06 CO LATERAL 40 C16 C04 cos Lu w C15 172� 2 (I^I CTa c 1 711 705 717 • � 3 5' T cv - • , s U PREPARED FOR: ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS DATE I DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV • 12/29/23 REV 2 AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C17 2 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_01 TF 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ouououou FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C12 GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT L•31' 1b ELECTRIC METER m ELECTRIC CABINET • ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE • i SEWER MANHOLE © GAS MANHOLE G 1+64 PLACE NEW ® SEWER VALVE ® GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT ❑n TRAFFIC SIGNAL GAS METER 042.57137196,-1 14.455951 16 © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:#7001-009-1 GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER DRAINAGE MANHOLE UTILITY POLE \ TWIN(FALLS COUNTY ® CATCH BASIN CULVERT DOC#:0000458095 N^P Nwixx.a IrA. L:154' �J • DB(1)1.25" q r r mnxx+AW �ryr p1 LO'�7 C09CO A H 1+55 PLACE NEW 1,ly 14"(dX24"AXS 400 LT DUTY HH AT 042.57100061,-114.45615813 c16 coo cos ACCESS POINT ID:#7001-009-2.3 G 3+18 PLACE NEW GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT [wAI Aw C15 042.57094925,-1 14.45594937 •�,A,. _. 410 No ACCESS POINT ID:#7001-009-2 i _ GR/GB:N/ISO:N L:91• !Y C17 Alk,A. nM AM I Lynwoo u Shopping Center DB(1)1.25" AD MIA 41 0- li G 3+90/H 0+08 + i PREPARED FOR: H 0+64 PLACE NEW L:8' 14"GX24"AXS 400 LT DUTY HH AT9 lei 042.57075172,-1 14.45615724 ACCESS POINT ID:#7001-009-2.2 1 - 135 GR/GB:N/ISO:N • � TILSON • G 3+98/H 0+00 PLACE NEW ' _)�• � — 14"9�X24"AXS 400 TIER 8 HH AT lotT = 042.57072901,-1 14.45595071 T:(207(591-6427 F:(207)772-3427 Ld ACCESS POINT ID:#7001-009-2.1 info@tllsontech.com L:64' GR/GB:N/ISO:N _ DB(1)1.25"- REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV F 12/29/23 REV 2 AM M�21 M� M/8 Mob ---- ---- FILLER AVE E SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C17 2 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 01 TF 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:'>'::;' :•- 71�I I—I I—III—III—I I I�I—I I�1TfT 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 —IIIMIIMIIMIMI1-111 11ElI III REFER TO TFSD-306 it _= _�_ � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH III—III—III—III—I 11-1 I I I I—I 11=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I I�I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO �wIg TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL =III—III—I�II�I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED 1 I —1I 1=I 1I i &FIBER OPTIC CABLE 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 11--1 11--TI�I, 1 1 I—_ I 1 I- 1 �I—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL —III—III—III—III—I�I I�I—1I�I I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I—I�1=1 11= T I L S O N I11=III�1I=1 I�n I=I1I-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I—I��I�I On a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I I�I I—I I1=I I I—I I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 IIII Ill 11ll�LL DATE DESCRIPTION INITIAL I-11I1-1-1I1-1 02/17/23 INITIAL SUBMISSION RNC I—I I I—I I h ALIGNMENT STATION(FT) 25 4"BORE HEAD. 07/20/23 REV 1 NV —111 CONDUIT AS SPECIFIED 12/29/23 REV 2 AM (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF --- TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. FILE NAME:TWINID 0898GA 01 TF CD DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S T W I N I D_0898GA_01_TF TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ♦+ .00 DETAIL A SCALE 1 : 1 LSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IM DoArI1NG AND>IM COPyRMff DRAWN:A DU TOit Dramrq t to 1HEREOF IS THE PQOPPaM of MlA AN[) M4A-AXS-400R-ASS Y-T DS REVISIONS MAY!JOT BE COPIM WHOLLY CQ 94 DATE DESCRIPTION INITIAL PAJiT,A1.10 THE Cotv-erls-"MeoF MAY CHECKED: Dramrg Trey 02/17/23 INITIAL SUBMISSION RNC ItOT BE MCLO'.W TO ANY TMRp M4A-AX3-400R,-ASSYTDS 07/20/23 REV 1 NV PARTIES 1MTHOVI WRrr e4 COf7S&IT. DATE: 1 4/10/2020 12/29/23 REV 2 AM MAIWFR SCALE(A3): 1:6 - - - 2o1s/,�s6o1o360106m7 &ERrtE FACTORY PREIIAIISES.PlEMLSERG SCALE ROAD IRssol.KLMN11 t 1871 PO SOX 672KUPRIVER Ia71 SIZE B SHEET: NTS AMVAAL.GAUT@1G M4a SIZE D SHEET: NTS >S-+27'1903702s OUR PRODUCTS BUILD MFTVVORKS SHEET D02OFD16 MAR w4oldvrulo-com FILE NAME:TWINID 0898GA 01 TF CD AXS 400 H H DETAIL DIGl1M_. Dig Line,Inc. 811 or 800-342-158S TOP VIEW TWINID 0898GA_01_TF PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW m � Awk 0 - LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION AAA infoOtilsontech.com -M ORA1 ;f ols A1.4 7M COlPYRCvPC DRAWN: A Du To-if Dro"""v 110_ r+EVEpF a TIE PPOPPE Y OF LUG A?C M40k_AXS_400R_ASSY REVISIONS 0 405.38 µAY 40T K COMM W"OILY QQ IN DATE DESCRIPTION INITIAL PART.AW THE CaftT!lIT3 KftEOrµA1 CHECKED: Opmeaft : 02/17/23 INITIAL SUBMISSION RNC P#OT K Da CLQSED TO ANY 7"90 Mol&AM07/20/23 REV 1 NV PARTIES YIIT HOtri WVWT7V4�QjT, _, _A�Y 12/29/23 REV 2 AM DATE: 17/08/2020 ____ ---- ____ "AAF"OA SCALE(A3): 1 :6 3DIS/300106107 evah"E FACTOR,Pea Am.MBOQDERG SCALE ROAD la=:.[UPRNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAL GAU e-C- SIZE D SHEET: NTS td'27 11 9-m 7= SHEET D03 OF D16 MAIL:w4odweAa cc so FILE NAME:TWINID 0898GA 01 TF CD AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898GA 01 TF BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 1.89 PHOTO RENDER ~-f 2 _ J 20.79 19.69 2079. L CJ 0 N DrAEP S10M N 04CH5 T: (207) 591-6427 F: (207) 772-3427 R.99 "M MA1 NAG AM rrM COPMGW DRAWN: A Du Tod 01��ip�l0. infoOtilsontech.com THEi?EOF IS 7W PROPPEM OF WA At JD M4A-AXS-SOOR-A$$Y MAYtJ0-SECOPWAW LLYOROI REVISIONS PAQT,At JC THE CONTENTS THEREOF MAT CHECKED: zft- DATE DESCRIPTION INITIAL NO'6E pSCLoSeD TO ANY THtRp IMm AXS CHAMBER REVWI 1 02/17/23 INITIAL SUBMISSION RNC PARIM WnHOUT VWW9154 Coll ISEW. DATE: 12/08/2020 07/20/23 REV 1 NV a 12/29/23 REV 2 AM l --- %4J*fC ES4AMCA SCALE(A3): 1:7 --- ---- J - A SECTION A-A 2015f3W106ro7 R2.0 EVBUTE FACTORY PR&v%15.M DELbMG ROAD D(X1'K E UMVER�a871 SCALE (D2i.89 FD� _ SIZE B SHEET: NTS N90VAAL GALr -��y 1 y�7�zs PRODUCTS , . SIZE D SHEET: NTS nn0kJL niomm4c.co2a SHEET D04 OF D16 FILE NAME:TWINID 0898GA 01 TF CD AXS 900 HH DETAIL ® DIG"" : Dig Line,Inc. 811 or 800-342-1585 0993 �6t0 0898 0558 SECTION A—Q TWINID 0898GA 01 TF 00 TWIN FALLS,ID B , E - �� KEY DIMENSIONS FOR 900 M DIA x 900 MM MATERIAL DESCRIPTION QTY ACTUAL ►` l ^ '���\~� DEEP MEDIUM DUTY ICT ACCESS POINT. JL -• '�"` - 1 MANHOLE EQUIPPED WITH 2 DOME CLOSURE BRACKETS AND 2 SLACK BRACKETS. FOR DETAILS OF DOME CLOSURE BRACKET ASSEMBLY SEE DRAINING NO. 0070-CIV-002-ASS ^ c I ALL OTHER DIMENSIONS AND MATERIAL Y - i SPECIFICATIONS SEE THE RESPECTIVE PART DRAWINGS AND .^.D PART FILES. CAD FILE REFERENCE C057-CIV-002-ASS. ° • I c CONFORMS TO THE HED:UM DUTY (MD) REOUIREN=NT OF 4C kN ACCORDING TO SANS 1852 7003 LiA O O O N %I 1n ♦ CD -- --- I M L 80 1ao � 0971 �' - 09 _ f 35 SLACK • BRACKETS 41 OSO DRAINAGE T I L S O N O KNOCKOUT I _ On a Mission F: (207)772-3427 InPoOttlaont h.com DOME = ' \ CLOSURE REVISIONS BRACKETS • DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC OAD 07/20/23 REV 1 NV 1 12/29/23 REV 2 AM / • O DRau+vrt K H sc}xrnT 900 R MD J/ civItworks growl_ CHECKED:RE ESS 5 DEEP J 900 MM DIA x 900 MM DEEP, --FOR ID TAG DATE 2018-oa12 MEDIUM DUTY ICT ACCESS SCALE PO BOX 672. k�11&R.IM SCALE. PORIT IQ SIZE B SHEET: NTS — E'vVt TE POES FACTORY PREM= 5m.►,aoE mmROAD•xuPw AFRICA.,M SIZE D SHEET: NTS SECTION B-B TEL:0�"11 M3'M o f ae•"wn�""r1D�co;�«.a eAAAL�. .*awma �earauew*oww>A+ewre�aw+awa•r*�mrrs SHEET D05 OF D16 *5 m YYEB�7TE: CNili0lti CQ�- FILE NAME:TWINID 0898GA 01 TF CD CHARLES 101 - 811XT PEDESTAL DIG Dig Line,Inc. 811 or 800-342-1S85 TWINID 0898GA 01 TF 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 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 12/29/23 REV 2 AM SCALE SIZE B SHEET: NTS .. Imf ��� �i� SIZE GRbsING N4. ISS. SIZE DSHEET: NTS �"O�'�'�'� A I Q I H I I - I I Q Q OWP tEv. SHEET D06 OF D16 / E TNIS IS TXE I4JPETT'OFCXULES Ie;USTTI Ef LTD. 4P SHaLI•CI DE STILE .I87 10 AD FI Ll N!E NOI I-I IUOUYP SHEET I 0{ IEX4 , ED. COXIEi 04 jSEO I.A,r"mE.IETII-E.TEL TO TNEIE I.TEOT3 FILE NAME:TWINID 0898GA 01 TF CD CHARLES 104 - 12"X1 1 " PEDESTAL ..:) DIG Dig Line,Inc. 811 or 800-342-1S85 12 . 00 TWINID 0898GA 01 TF N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL " I IDE I1�,,1 i111 =�_---- LOCK HASP I I I I 22 , 00 I 38 . 08 I I 10 . 00 TILSON On a Mission T- (207)591-6427 F- (207)772-3427 InfoOtH9ontech.com REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 2137 SCALE . 15 0 12/29/23 REV 2 AM I SCALE SIZE B SHEET: NTS oeRwlHe ao., ISS , E SIZE D SHEET: NTS 1 0 4 H O i i - i i 0 0 o ff RE''. SHEET D07 OF D16 THIS Is TI[r"PEcTY Sf dpKEs I-DIMIEs LTo 1-3 SHILL •cT eL GcD FILF"Al .El$O 11[TIE[vIFO Cs ufED It +�r�N-El DETII-E""T•L T6 THEIR IcFEK�rc, KALE 125 10IH�1 I-I I'% -�` SHEET FILE NAME:TWINID_0898GA_01_TF_CID TFSD-301 TYPICAL TRENCH o« Dig Line, Inc. 2 14 T W I N I D_0898GA_01_TF 3 TWIN FALLS,ID 1 //7 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 0 pe SUBGRADE OR Jp°0 0 0 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 0- / ° �/� 10 UNDISTURBED SOIL (TYP). NOTE B � 11 NEW PAVEMENT AND BASE. \\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10 OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 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. 02/20/23 wmAt sioN R REV 1 V 07/20/23 REV 1 NV 12/29/23 REV 2 AM 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TWINID 0898GA 01 TF CD 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_01_TF 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 02/17/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 07/20/23 REV i NV 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR 12/29/23 REV 2 Ann WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS OF NO. TFSD- 3 0 3 SIZE D SHEET: NTS TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TWINID 0898GA 01 TF CD SD-304 GRAVEL ACCESS ROAD DIG Dig Line,Inc.811 or 800-342-IS85 W/2 W/2 3- TWINID 0898GA 01 TF TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. 0 1 1 v W/2 W/2 3' TYPE 2 N.T.S. 0 IY W/2 W/2 I 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. 02/17/23 INITIAL SUBMISSION RNC APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% 07/20/23 REV I NV DRY DENSITY, 12/29/23 REV 2 AM 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:TWINID 0898GA 01 TF CID TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898GA 01 TF TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 a d O Gd 8 4 EXISTING CITY UTILITY LEGEND EXISTING CITY UTILITY Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF OA USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE ® LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. 07/20/23 REV i NV 12/29/23 REV 2 AM REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TWINID 0898GA 01 TF CD SD-307 BORING AND JACKING DETAILS DIG Dig Line, Inc. S-1 or 500-342-1585 4 TWINID 0898GA 01 TF 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 2 B 6 6 3 18' 24" �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" O7 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. 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV 12/29/23 REV 2 AM 2012 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR PUBLIC CONSTRUCTIONKS DETAILS N0 SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TWINID 0898GA 01 TF CD 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_O 1_TF 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. 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 12/29/23 REV 2 Ann H STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. ---- ---- ---- OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE -- --2018 -- APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TWINID 0898GA 01 TF CD 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_01_TF TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S OP COP R 5 � 3 e SL E S f NON -1 �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 17.0 17.0 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 02/20/23 NITAL REVSUB 1 sloN RNC NV DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. o/20/23 Rev 12/29/23 REV 2 AM HO BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED.THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK -- -- -- SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE -- -- -- LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NTS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TWINID 0898GA O1 TF CD 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_01_TF 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� 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. 02/17/23 INITIAL SUBMISSION RNC 07/20/23 REV 1 NV MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF 12/29/23 REV 2 Ann 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: NITS SIZE D SHEET: NITS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FDl6 FILE NAME:TWINID 0898GA O1 TF CD 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_01_TF TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 0\e OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL—DE—SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC TOTAL 10.5 23.0 26.0 07/20/23 REV 1 NV PORTLAND CEMENT CONCRETE- 5.0 7.0 7.0 12/29/23 REV 2 AM 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 OF NO. N0 TFSD- 8 0 5 SIZE D SHEET: NTS TWIN CUB- DE- SAC SHEET D160FD16 FILE NAME:TWINID 0898GA 01 TF CD