Loading...
HomeMy WebLinkAboutTWINID_0898GA_09_REV3-compressed DFN NAME : TWINID 0898GA 09 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID wum%." 4i l�r-•r+L ti• � � r. �. 7_ ` � ..�. _ � � �i! _•� r � ' - �.1 ,`-".:-:i•.:' �{4 . NODE ' _ ""';' t•f +'J�dt�r a Rrn[6�0• �' 1 ram_ 'L I �',`l�.,... +C.- ' �fM � .:rl.4r .h... � � r, ... 'r..�� _ i �.�.' �� ►r . ,.��dIG � r � � },• `� rt� •r �r�-} ' . �' k f NODEHA r ,l��i�Il':+} � ���' µ�` I 1 � � - � !� ��� t. rj� , � ■i �� �i[JOlcrr, i1vlf + - � 4 � i .j '•J.r/F' � � �.:� ] �w {�, Z' ,. r .'. -. r �� J 7 alp ,.'� _ •� .try - �N� �• 4; Y _ _�� L• _ �. V .� ► L�1 f.A •4 . ,� r�• i , '_� .. --, ' t - _ � � �kL,h,4�� ++ r Kw�go��7!Dr _ _,_G * :. � �' �,, f ' - ; _ � r � - s � -=�•1'��'''+ s ,:� _ — ,. _ .ae ++s=r�r r•..�.r,+y�l�Id,r.►�s. TDS wa r ..FaIIs Aw E -� . w` `.. /�. c •} •-' ► Ak ,.. _ Falls Am Faltis � TWINID �' 40 6j 1 4' TWIN FALLS,ID � San L st Wee - T`�. ' MATERIAL DESCRIPTION QTY ACTUAL 91-1 lJ �Nda Dr 44 �, BL 43 -. - 01 1w F der Ave: ' . ' b 0° X cm info*tilsontech.com Ave ETILSON IL • _ '�� mbhty ct : Kin - • • Tgate Dr �- PERMIT ■ JURISDICTION / / ® NEW ■ ■O • SHEETS: C01 -C20 EXISTING UNDERGROUND SHEET A02 OF FILE NAME:TDS . 0898GA . ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME T W I N I D_0898GA_09 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . COI-C20 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 I" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 04/12/23 INITIAL SUBMISSION RNC . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 07/19/23 REV NV E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 REV2 ALS 02//27/2/24 REV3 A AIM . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 440��' E08 WORK ON PARKING LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TDS TWINID 0898GA 09 ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898GA 09 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID CONOR HOBBS VICE PRESIDENT,OSP 303-434-3779 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV NATALEE CROSS VICE PRESIDENT,ENGINEERING 912-399-3682 FELIX VIRTO REGIONAL DIRECTOR OF ENGINEERING 786-566-9915 ZURI SMITH ENGINEERING PROJECT MANAGER 404-513-9244 DEPARTMENT OF LANDS (IDL) LARRYHELTER PROJECT MANAGER 405-245-0176 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Q Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT 0 Chris Haskin Director-Network Engineering 608-664-4443 TILSON v N On a Mission 0 Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 N InPoOttleontech.com OJoshua Camacho Network SpecialistI-OSPEngineering 719-679-2507 OTHER o REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC Brian Thomason Manager-Network Engineering 785-477-8582 07/19/23 REV 1 NV 09/19/23 REV 2 AILS 02/27/24 REV 3 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 SIZE B SHEET: NTS o Todd Naylor NS-1-Route Acquisition 541-797-0539 Q SIZE D SHEET: NTS SHEET BOl OF B03 0 0 z FILE NAME:TDS TWINID 0898GA 09 3 - - - ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 04/12/23 TWINID 0898GA 09 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 39 07/19/23 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. REV 2 - UPDATED LATERAL 39 / REDESIGN 09/19/23 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 3 - ROUTE REDESIGN 02/27/24 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED Q 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 o CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT oa/t2/23 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 07/19/23 REV 1 NV THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH 09/19/23 REV 2 AILS WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT 02/27/24 REV 3 AM LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 0 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT U PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT SCALE o HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS Q INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS AUGUST 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. co SHEET B02 OF B03 0 0 7 FILE NAME:TDS TWINID 0898GA 09 SYMBOLS KEY ® DOLMA, EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CONDUITSCHEDULE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C C OPEN TRENCH CONDUIT RB(3) 1 DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT WE U/E 1 DIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C_——_—_ 1' DIRECTIONAL BORE 3 1EXISTING UNDERGROUND OIL —0IL 0IL DIRECTIONAL BORE CONDUIT —DB— —DB— 12S" DIRECTIONAL BORE 1 1.2S' DIRECTIONAL BORE MULTIPLE CONDUIT —m �DB— DB(2)L25" 01 RECTION AL BOR E 2 1.25' TWINID 0898GA 09 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE IF DROP FIBER DB DB(3►L25" DIRECTIONAL BORE 3 1.25' TWIN FALLS,ID - - �nB� EXISTING UNDERGROUND ELECTRIC —E E MATERIAL DESCRIPTION QTY ACTUAL FUTURE DIRECT BURY 1 F DROP FIBER EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT EXISTING UNDERGROUND STORMWATER —SD SD MAIN TRACKS EXISTING UNDERGROUND DRAIN —UD UD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND WATER —W W CENTERLINE —CA —C/L EXISTING UNDERGROUND IRRIGATION RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) SIDEWALK s/w s/w ELECTRICAL METER(EM) lb CITY,COUNTY OR STATE BOUNDARY LINE ELECTRICAL HANDHOLE(EHH) PROPERTY LINE —— — — — ELECO VAULT(VLT) O FENCE LINE F/L—O—F/L—F/L- — F/L—O—F/L—F/L-O— ELECO CABINET(CAB) m I I GUARDRAIL TRANSFORMER(TRA) n PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) A4 TERMINAL A4 A4 COMMUNICATION HANDHOLE(CHH) TRAFFIC SIGNAL ITS) 0 38G TERMINAL ggG B8G WATER MANHOLE(WMH) O C12 TERMINAL C12 C12 WATER VALVE(WV) FIRE HYDRANT(HYD) FOSC 450 WATER METER(WM) lWJ � CAPPED CONDUIT Q SEWER VALVE(SV) 0 o TIE-IN/CONDUIT COUPLER T I L S O N v SEWER MANHOLE(SMH) N On a Mission 0 D STORM DRAIN MANHOLE(DMH) ® EXISTING COMM LINE T: 207 591-6427 F: 207 772-3427, c� InPoOtBaontech.com z CATCH BASIN(CB) ® EXISTING GAS LINE ,O REVISIONS 0 CULVERT(CUL) EXISTING POWER LINE , DATE DESCRIPTION INITIAL © ' 0/1 /23 INITIAL SUBMISSION RNC GAS MANHOLE GMH ( ) EXISTING STORM DRAIN LINE 0 7/19/23 REV 1 NV 09/19/23 REV 2 AILS GAS VALVE(GV) ®® EXISTING SEWER LINE , 02/27/24 REV AM GAS METER(GM) 45, EXISTING WATER LINE U UNKNOWN MANHOLE(UMH) O EXISTING IRRIGATION ACCESS ElSCALE o UNKNOWN HANDHOLE(UHH) TI SIZE B SHEET: NITS TREE SIZE D SHEET: NITS UTILITY POLE(UP) �Q� SHEET B03 OF B03 LIGHT POLE(LP) FILE NAME:TDS TWINID 0898GA 09 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO3 W WATER MAIN 11 SEWER SD STORM DRAIN —E POWER LINE IRRIGATION LINE • y x E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT i ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER L:172' J + DB(1)1.25" B 34+14 PLACE NEW / ® SEWER MANHOLE ® GAS MANHOLE SEWER VALVE GAS VALVE 14"OX24"AXS 400 LT DUTY HH AT 042.57475862,-1 14.44444670 ❑TS TRAFFIC SIGNAL GAS METER * ACCESS POINT ID:#3000-004-18.1 © COMM MANHOLE ® WATER VALVE GR/GB:N/ISO:N COMM HANDHOLE 1� HYDRANT REV 3- B 1+g0 PLACE NEW ® COMM PEDESTAL Q WATER METER SHIFTED FIBER WEST FROM 14"OX24"AXS 400 TIER 8 HH AT O DRAINAGE MANHOLE 0 UTILITY POLE BACK LOT TO FRONT LOT I 042.57455814,-1 14.44605550 t ® CATCH BASIN CULVERT ACCESS POINT ID:#3000-004-1 GR/GB:N/ISO:N LATERAL-39 _ � e CaD C08 C b � U REV 1- . ADDED LATERAL-39 Co3 C04 C 5 REV 2- L SHIFTED FIBER AWAY FROM r F I CANAL/UPDATED LATERAL 39 w C01 CO2 C12 3 PATH/UPDATED HH IDS/ADDED ui LATERAL CONNECTING STADIUM = C13 C15 - BLVD TO OPTITAP _ o L:163' O s DB(1)1.25" DB(1)1.25" o L C C1i" A 2+52/B 0+17 r a A 2+69/B 0+00 PLACE NEW A 4+72 PLACE NEW I A 6+82 PLACE NEW w = C 8 Ci 9 ?.T L:17' 22"OX21"AXS 500 HH AT 14"OX24"AXS 400 LT DUTY HH AT I 14"OX24"AXS 400 LT DUTY HH AT Z U DB(2)1.25" 042.5741 1285,-1 14.44597970 042.57410588,-1 14.44523001 042.57410682,-1 14.44445159 a REV 2- ACCESS POINT ID:#3000-004 ACCESS POINT ID:#3000-004-1/2 L:210' ACCESS POINT ID:#3000-005 Z C o SHIFTED CONDUIT TO CROSS L:203' DB(1)1.25" GR/GB:N/ISO:N = d STADIUM BLVD WEST OF SUNRISE A 1+99 GR/GB:Y/ISO:N DB(1)1.25" GR/GB:N/ISO:N 0 BLVD N/ADDED LATERAL NORTH OF STADIUM BLVD A 2+75 A 1+82 — _ �a PREPARED FOR: M/8 —D REV 3- SHIFTED FIBER NORTH FROM BACK LOT TO FRONT LOT, r REMOVED OPT-TAP Al+41 ETILSON - W T:(207(591-6427 F:(207)772-3427 R/W info@filsonfech.com Ao+oo I Raw — � REVISIONS EXISTING AXS 500 HH AT L.252' A DATE DESCRIPTION INITIAL 042.57398072,-114.44681540 pB(1)1 25" I 3: C 16+02 L:322' 04/12/23 INITIAL SUBMISSION RNC IF PLANNED STRUCTURE DB(1)1.25" (SEE DFN:TWINID_0898GA_02) I - z C 16+19 07/19/23 REV 1 NV IS NOT YET INSTALLED, ¢ 09/19/23 REV 2 AILS CONTRACTOR WILL INSTALL STRUCTURE. I 02/27/24 REV 3 AM SEE DETAIL#3000-003 O GR/GB:N/ISO:N `L \ w SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 13 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C01 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C04 W WATER MAIN SEWER DB SD STORM DRAIN R/W —E POWER LINE n IRRIGATION LINE ift IL D 2+07 PLACE NEW ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS A 13+13 A 14+63/D 0+00 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT ELECTRIC METER Q ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT 042.57486402,-1 14.44295750 ® ELECTRIC MANHOLE m ELECTRIC CABINET 042.57486485,-1 14.44372625 ACCESS POINT ID:#3000-007.1 Ad ACCESS POINT ID:#3000-007 GR/GB:Y/ISO:N GR/GB:Y/ISO:N LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE '�' ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE f [[DCATCH BASIN CULVERT L:424' DB(1)1.25" 10 e O C08 C 6 U U CO3 C04 C 5 ui w CO1 CO2 C12 Lu Lu �,Z/^� 44 C13 C15 Vl I IaM6 r V/ C C1,7 > � Y Z \ Q = C 8 Cd9 O L L I--- A 8+84/C 0+00 PLACE NEW C 2+04 PLACE NEW r C�o C 3+93 PLACE NEW C< 22"OJX21"AXS 500 HH AT 14"OJX24"AXS 400 TIER 8 HH AT L•189' L:47' 14"OX24"AXS 400 TIER 8 HH AT C<C G 042.57408481,-114.44371193 042.57408481,-114.44295550 L:189'.25" DB(7)1.00" 1 4OX 4"AXS 00 TIER 8 HH 0 G A 7+29/A 10+39 L:155' ACCESS POINT ID:#3000-006 L:204' DB(2)1.25" ACCESS POINT ID:#3002-001 A 7+42 GR/GB:Y/ISO:N DB(1)1.25" GR/GB:N/ISO:N GR/GBACCESSN/OINT SOID:#3002-002 PREPARED FOR: L— DB REV 3- SHIFTED FIBER NORTH FROM ETILSON BACK LOT TO FRONT LOT, REMOVED OPTI-TAP L:206' DB(1)1.25"C 10+06 T:(207(591-6427 F:(207)772-3427 -� info@tilsontech.com M - REVISIONS R/W L:190' R/W — - ' _ DATE DESCRIPTION INITIAL s: R/W— — — DB(1)1.25" yJ I'n �R/W 04/12/23 INITIAL SUBMISSION RNC L.204 mlilla - C 8+12 PLACE NEW 07/19/23 REV 1 NV C 14+11 PLACE NEW C 12+21 PLACE NEW L:36' DB(1)1.25" C 10+17 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT 09/19/23 REV 2 AILS 14"OX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 TIER 8 HH AT 14"OJX24"AXS 400 LT DUTY HH AT DB(1)1.00" 042.57393949,-114.44198571 02/27/24 REV 3 AM 042.57395658,-114.44419910 042.57395341,-114.44349515 5'UTILITY EASEMENT 042.57393460,-114.44274716 ACCESS POINT ID:#3002-005 SCALE ACCESS POINT ID:#3002-008 ACCESS POINT ID:#3002-007 TWIN FALLS COUNTY ACCESS POINT ID:#3002-006 GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N DOC#:0000743399 GR/GB:N/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC CO2 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C09 W WATER MAIN 11 SEWER SD STORM DRAIN t REV 2- —E POWER LINE 1w I UPDATED HH IDS IL ELECTRIC HANDHOLE IRRIGATION LINE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT —:1 B3� OPTITAP:30/70• ® ELECTRIC MANHOLE [I] ELECTRIC CABINET L pB(1)1.25" B 30+16/U 0+46 PLACE NEW LIGHT POLE 0 TRANSFORMER LATER AL-39 14"OX24"AXS 400 LT DUTY HH AT w 042.57585011,-114.44445220 O SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:#3000-004-17 ® SEWER VALVE ® cAsvALVE -- GR/GB:N/ISO:N TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER L:38' O DRAINAGE MANHOLE 0 UTILITY POLE DB(1)1.00" ® CATCH BASIN CULVERT L:300' L:400' ' 10 _ I L:202' B 5+36 PLACE NEW DB(1)1.25" C09 C08 C 6 14"OX24"AXS 400 TIER 8 HH AT O r 042.57553458,-1 14.44605671 U ACCESS POINT ID:#3000-004-3 CO3 C04 C 5 GR/GB:N/ISO:N L:32' w col CO2 C 12 g 32+18 PLACE NEW uj C13 C15 REV 1- 14"0X24"AXS 400 TIER 8 HEI AT ADDED LATERAL-39 042.57529586,-1 14.44444810 41 ACCESS POINT ID:#3000-004-18 O C C17 DB(1)1.25" GR/GB:N/ISO:N a C 8 Gl9 ?.T REV 3- OPTITAP:30/70 SHIFTED FIBER WEST FROM I C 0 BACK LOT TO FRONT LOT o PREPARED FOR: Ld 3 B 3+52 PLACE NEW 14'2.5750 AXS 411 LT DUTY 90 AT w T I L 5 0 N ACCESS 503020,-1 14.4460-004 - z0 _ ACCESS POINT ID:#3000-004-2 GR/GB:N/ISO:N L: .25' z DB(1)1.25' T:(207(591-6427 F:(207)772-3427 O info@filsonfech.com REVISIONS DATE DESCRIPTION INITIAL REV 2- I 04/12/23 INITIAL SUBMISSION RNC 3 SHIFTED FIBER AWAY FROM 07/19/23 REV 1 NV i CANAL/UPDATED LATERAL 39 i 1 09/19/23 REV 2 AILS PATH/UPDATED HH IDS /I I 02/27/24 REV 3 AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C01 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC CO3 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 —DB— PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C08 —W WATER MAIN SEWER SD STORM DRAIN L:46' —E WER LINE IRRIGATION GATION LINE DB(1)1.25" REV 2- E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS UPDATED HH IDS U/E V/E ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER U 0+46 PLACE NEW O O 14"OX24"AXS 400 LT DUTY HH AT $ SEWER MANHOLE G GAS MANHOLE 042.5758491, 400LTDUT H ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER ACCESS POINT ID:#3000-004-17.1 ❑n GR/GB:Y/ISO:N O C COMM MANHOLE WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT 3 o' g i 10 M - ul O 0 +r C09 C08 C b CO3 C04 C 5 • Lu Lu col CO2 C12 Lu Lu ^ ^ 4 C13 C15 V/ N VI O 3 O \ c c1i" I = C S G19 U Q Q 0 PREPARED FOR: A 15+02 PLACE NEW A 16+04 PLACE NEW ' 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT A 18+03 PLACE NEW 042.57497216,-1 14.44372130 042.57499174,-1 14.44335860 14"0X24"AXS 400 LT DUTY HH AT r ACCESS POINT ID:#3000-008 . ACCESS POINT ID:#3000-009 042.57498737,-114.44262068 ETILSON GR/GB:N/ISO:N GR/GB:N/ISO:N ACCESS POINT ID:#3000-010 y L:102' GR/GB:N/ISO:N L:58' A15+12 DB(1)1.25" L:199' L:202' T:1207info@t427tech.c1772-3427 3 DB(1)1.00" D B(1)1.25" DB(1)1 25 nfo@filsonfech.com \ _ REVISIONS a M H pB MY1 DATE DESCRIPTION INITIAL B 04/12/23 INITIAL SUBMISSION RNC 'IMF 07/19/23 REV 1 NV 09/19/23 REV 2 AILS DB(1)1.25" 02/27/24 REV 3 AM W W SCALE W SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C04 OF' 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C06 W WATER MAIN SEWER SD STORM DRAIN E POWER LINE A 26+75 PLACE NEW n IRRIGATION LINE T 14"OX24"AXS 400 TIER 8 HH AT IL ELECTRIC HANDHOLE IRRIGATION ACCESS \ I 042.57582853,-1 14.44053660 ELECTRIC METER Q ELECTRIC VAULT ACCESS POINT ID:#3000-013 ® ELECTRIC MANHOLE [I] ELECTRIC CABINET GR/GB:N/ISO:N LIGHT POLE 0 TRANSFORMER �a O$ SEWER MANHOLE © GAS MANHOLE 4 ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER 2 © COMM MANHOLE ® WATER VALVE \ © COMM HANDHOLE HYDRANT K ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE - ® CATCH BASIN CULVERT d. pow •t 10 * N O C09 C08 C 6 n U CO3 C04 jc fool 5 I . i.u, A � col ,CO2 C 12 w � � ' 3 �//�� 4� C13 C15 Vl _ e O — C Cl,7 r a TWIN FALLS Y I CHRISTIAN C 8 G19 ?.T U ACADEMY xi Q d PREPARED FOR: L:477' DB(1)1.25" ETILSON A 20+04/E 0 PLACE NEW f � 14"OX24"AXS 4 400 TIER 8 HH AT I A 21+97 PLACE NEW 042.57498332,-1 14.44187126 14"0X24"AXS 400 LT DUTY HH AT ACCESS POINT ID:#3000-01 1 042.57497724,-1 14.441 15490 T:(207(591-6427 F:(207)772-3427 GR/GB:Y/ISO:N L:193' ACCESS POINT ID:#3000-012 info@tllsontech.com GR/GB:N/ISO:N REVISIONS DATE I DESCRIPTION INITIAL M/8 J 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV A 23+65 "''"' — — 09/19/23 REV 2 AILS L:46' — T-- 02/27/24 REV 3 AM DB(1)1.25" SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUM BER REV RNC C05 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C07 W WATER MAIN 11 SEWER SD STORM DRAIN —E POWER LINE IRRIGATION LINE E-'Wan6 Park r Dr nn ELECTRIC HANDHOLE IRRIGATION ACCESS � IL w � ELECTRIC METER Q ELECTRIC VAULT - ® ELECTRIC MANHOLE m ELECTRIC CABINET lb LIGHT POLE 0 TRANSFORMER \ O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0/UTILITY POLE ® CATCH BASIN �\CULVERT O 00 I C09 C08 C 6 n j \ CO3 C04 C 5 I i. wI ' col CO2 C12 I.I..I L:437' DB(1)1.25" C13 C15 C Cl,7 . � a C 8 G19 ?.T .� :'E w CO xi CQ d G CHURCH OF JESUS CHRIST PREPARED FOR: OF LATTER + DAY SAINTS 1 ETILSON ,wit owl I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com REVISIONS a� DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC w 07/19/23 REV 1 NV 09/19/23 REV 2 AILS 02/27/24 REV 3 AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZED SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C06 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE n IRRIGATION LINE IL ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE [I] ELECTRIC CABINET A iA 34+39 LIGHT POLE 0 TRANSFORMER O SEWER MANHOLE © GAS MANHOLE A 35+10 ® SEWER VALVE ® GAS VALVE EXISTING 400 TIER 8 HH AT ❑7S TRAFFIC SIGNAL GAS METER 042.57792202,-1 14.44079817 IF PLANNED STRUCTURE © COMM MANHOLE ® WATER VALVE (SEE DFN:TWINID_0898GA_Ob) © COMM HANDHOLE HYDRANT IS NOT YET INSTALLED, ® COMM PEDESTAL l�l WATER METER CONTRACTOR WILL INSTALL STRUCTURE. L:398' SEE DETAIL#3000-015 DB(1)1.25" Op DRAINAGE MANHOLE )UTILITY POLE GR/GB:N/ISO:N ® CATCH BASIN CULVERT MIN MIN M/a M/8 — — — M to e ^' O — w C09 C08 C b U w w a w CO3 C04 C 5 i. w I �� Col CO2 C12 ui R/w`�� -- R/w .\ R R/w 4 C13 A C15 V/ -\o' O C17 ' 0lp9m L:136' G 2+99 PLACE NEW C 1 A 32+75/G 1+63 DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT a 042.57753297,-1 14.44006490 ' U /+ ACCESS POINT ID:#3000-014.1 C 8 C19 a.T u 1 I GR/GB:Y/ISO:N T _ L:163' PREPARED FOR: I DB(2)1.25" Z 0 � � � � ETILSON 0 o Z J T:(207(591-6427 F:(207)772-3427 F 2+1 1 PLACE NEW Q nfo@filsonfech.com 14"OX24"AXS 400 LT DUTY HH AT w A 31+12/F 0+00/G 0+00 PLACE NEW REVISIONS 042.57703402,-1 14.44131790 22"OX21"AXS 500 HH AT ACCESS POINT ID:#3000-014-1 L:211 DATE DESCRIPTION INITIAL GR/GB:N/ISO:N DBOD.25" ACCESS POINT ID:#3000-014' I 042.57702897,-114.44053406 0 DATE 3 INITIAL SUBMISSION RNC _ GR/GB:Y/ISO:N 07/19/23 REV 1 NV I 09/19/23 REV 2 AILS — MAI 02/27/24 REV 3 AM d SCALE EASTLAND PARK DR SIZE B SHEET:1"=50' MATCH TO SHEET #C 0 6 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C07 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 —DB— PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB-DB- FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT -P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 10 -W WATER MAIN 11 SEWER _ L.210, SD STORM DRAIN -E- POWER LINE DB(1)1.25" J IRRIGATION LINE ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS REV 3- 5'UTILIT ASEMENT I^ ELECTRIC METER Q ELECTRIC VAULT ADDED CONDUIT TWIN FALLS COUNTY - ® m ELECTRIC CABINE CROSSING MOUNTAIN DOC#:1991008662 ELECTRIC MANHOLE VIEW DR E _ LIGHT POLE 0 TRANSFORMER B 20+16/B 20+76 - \ . 11 L:30' "JO+95PLACENEW I OS SEWER MANHOLE © GAS MANHOLE DB(2)1.25" 14"OX24"AXS 400 LT DUTY HH AT ® SEWER VALVE ® cAsvALVE L:101' - 042.57674264,-1 14.44361530 �, OPTITAP:10/90 DB(1)1.25" d F 5+93 PLACE NEW T 1+60 PLACE NEW ❑TS TRAFFIC SIGNAL G GAS METER ACCESS POINT ID:#3000-004-13.1 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE B 20+46 PLACE NEW 042.57674129,-1 14.44274350 042.57673932,-1 14.44254240 - © COMM HANDHOLE HYDRANT 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:#3000-014-5 ACCESS POINT ID:#3000-014-6.2 042.576901 18,-1 14.44437104 - GR/GB:Y/ISO:N ® COMM PEDESTAL Q WATER METER ACCESS POINT ID:#3000-004-12 GR/GB:N/ISO:N GR/GB:N/ISO:N \ O DRAINAGE MANHOLE �)UTILITY POLE B 21+77/J 0+00 PLACE NEW DB(2)1. " I CATCH BASIN CULVERT 25 • L:46' o 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" L:31' 042.57682886,-114.44390560 DB(1)1.00" ACCESS POINT ID:#3000-004-13 B 22+27/J 0+50 GR/GB:N/ISO:N REV 3- L:107' S'UTILITY EASEMENT 10 SHIFTED FIBER FROM BACK TWIN FALLS COUNTY l LOT TO FRONT LOT, DOC#:1991008662 O ADDED OPTI-TAP I O Co9 Cob C 6 L:136' " U.{� — DB(1)1.25" _ ` L:106' U 44Z ; DB(1)1.25" CO3 C04 c s _ L:400' T 0+00 PLACE NEW REV 2- B 23+27 14"OX24"AXS 400 LT DUTY HH AT T 0+53 PLACE NEW w UPDATED HH IDS REV 3- rir 042.57644799,-1 14.44274220 14"OX24"AXS 400 LT DUTY HH AT ui C01 CO2 C12 ui ACCESS POINT ID:#3000-014-6 042.57644734,-114.44254487 U J ADDED CONDUIT CROSSING MOUNTAIN GR/GB:N/ISO:N ACCESS POINT ID:#3000-014-6.1 = C13 C15 VIEW DR E GR/GB:N/ISO:N B 23+62/K 0+40 O B 24+03/K 0+00 PLACE NEW i Q c C17 L:40' 14"OX24"AXS 400 LT DUTY HH AT w DB(2)1.25" I 042.57629827,-1 14.44390812 F 8+60 � L:53' ACCESS POINT ID:#3000-004-14 L:46' I m DB(1)1.25" = C 8 G19 ?.T GR/GB:Y/ISO:N L:200' U DB(1)1.25" L:,00' 1 LU Q L:260' OPTITAP:10/90 4 / F 8+98 DB(1)1.25" \ C0 K 0+86 PLACE NEW A C DB(1)1.25" B 23+89 142.5763 AXS 411 TIER 8 64 4 \ C G / 042.57631935,-114.44366464 F 9+14 PLACE NEW G B 24+51 ,1 ACCESS POINT ID:#3000-004-14.1 14"OX24"AXS 400 LT DUTY HH AT GR/GB:N/ISO:N 042.57619435,-114.44283554 PREPARED FOR: ACCESS POINT ID:#3000-014-7 GR/GB:N/ISO:N ' —�— F 10+67 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT r ACCESS POI ,-1 14.44245054 T I L S O N ACCESS POINT ID:#3000-014-7.2 / L:31' L. 5 \ GR/GB:N/ISO:N _Rpi/ DB(1)1.00" DB(1)1.25" T:(207(591-6427 F:(207)772-3427 Q \\ n L:81' info@tilsontech.com DB(1)1.25" w REVISIONS - F 9+56 R//l DATE I DESCRIPTION INITIAL z F 10+17 04/12/23 INITIAL SUBMISSION RNC z L:26' F 9+86 PLACE NEW 07/19/23 REV 1 NV p \ DB(1)1.00" 14"OX24"AXS 400 TIER 8 HH AT 09/19/23 REV 2 AILS : 042.57606361,-114.44265442 102/27/24 REV 3 AM .B. f ACCESS POINT ID:#3000-014-7.1 SCALE \ \ m / + GR/GB:N/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C08 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 11 -W WATER MAIN 11 SEWER - — STORM DRAIN E POWER LINE n IRRIGATION LINE IL ELECTRIC HANDHOLE IRRIGATION ACCESS r ELECTRIC METER Q ELECTRIC VAULT L:29' ® m ELECTRIC CABINET ELECTRIC MANHOLE DB(1)1.00" R/ LIGHT POLE 0 TRANSFORMER M/8 L 2+23 PLACE NEW REV 2- Q SEWER MANHOLE © GAS MANHOLE M 14"OX24"AXS 400 TIER 8 HH AT UPDATED HH IDS ® SEWER VALVE ® GAS VALVE 042.57676827,-1 14.4451 1768 ACCESS POINT ID:#3000-004-15.1 (�1� ❑n TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N © COMM MANHOLE ® WATER VALVE 3 L:1 82' COMM HANDHOLE HYDRANT DB(1) `7•• .. 14�� ` L 1+77 ® COMM PEDESTAL Q WATER METER W / O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT y �I LATERAL-39 / REV 3- ADDED CONDUIT EAST AND SOUTH OF MOUNTAIN VIEW DR 10 I W,CROSSING MOUNTAIN VIEW DR W 00 B 8+82 PLACE NEW MOVED NORTH, O C09 Cob C 6 14"OX24"AXS 400 LT DUTY HH AT ADDED OPTI-TAP U 042.57648291,-1 14.44606090 L:190' ACCESS POINT ID:#3000-004-5 DB(1)1.25" _ CO3 C04 C 5 GR/GB:N/ISO:N - REV 2- i I + UPDATED HH IDS w C01 CO2 C12 a REV 3- w UPDATED HH ID, \ ADDED OPTI-TAP = C13 C15 B 26+96/L 0+33 Ld L:44' \ L:2T O ' DB(1)1.25" DB(1)1.00" L C C17" i 3 B 26+63/L 0+00 PLACE NEW i r L:162' \ L:33' 14"OX24"AXS 400 TIER 8 HH AT a DB(1)1.25" DB(2)1.25 042.57629748,-114.44482630 = C 8 G19 i � I ACCESS POINT ID:#3000-004-15 U ' REV 1- GR/GB:Y/ISO:N C o ADDED LATERAL-39 OPTITAP:15/85 L 300' Q d \REV B 26+30 — SHIFTED FIBER WEST FROM PREPARED FOR:A I \ MA; ' BACK LOT TO FRONT LOT \ REV 2- B 27+40 PLACE NEW \ m SHIFTED FIBER AWAY FROM 14"OX24"AXS 400 LT DUTY HH AT CANAL/UPDATED HH IDS O42.57629429,-114.44505560 ACCESS POINT ID:#3000-004-16 J 3 GR/GB:N/ISO:N g 7+20 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT& ETILSON 042.57603752,-114.44605820 IF w"I -- L:400' T:(207(591-6427 F:(207)772-3427 /I ACCESS POINT ID:#3000-004-4 0 info@filsonfech.com �h I GR/GB:Y/ISO:N I + A L.276 REVISIONS B 29+20 DATE I DESCRIPTION INITIAL B 25+53 \ 04/12/23 INITIAL SUBMISSION RNC OPTITAP:10/90 07/19/23 REV 1 NV 09/19/23 REV AILS / 02/27/24 REV 3 AM / SCALE SIZE B SHEET:1"—50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C09 OF C20 3 NOTES: DIGL I NEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE _ n IRRIGATION LINE IL ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER V ELECTRIC VAULT 3 ` # ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER • © COMM MANHOLE ® WATER VALVE _4 A © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `l91' WATER METER 1 I f T� r O DRAINAGE MANHOLE C-0)UTILITY POLE ® CATCH BASIN CULVERT fib, \\ a 10 . N W W W Cog Cos C b R U I w /W O U , CO3 C04 C 5 K/wJ rDR —�J y/ R/W 11J W I col c02 c12 w H 0+49 H 2+93 PLACE NEW w L:293' L:34' 14"OX24"AXS 400 TIER 8 HH AT H 0+46 DB(1)1.25" DB(1)1.00" 042.57758161,-114.44337190 = C13 C15 Ln ACCESS POINT ID:#3000-004-9.1 GR/GB:Y/ISO:N O REV 2- Q UPDATED HH IDS F-- a • C 8 Gl9 • a B 18+75 PLACE NEW I F-- Q 14"OX24"AXS 400 LT DUTY HH AT i — 4 C 9 042.57727662,-1 14.44428249 CC G ACCESS POINT ID:#3000-004-11 I I G GR/GB:N/ISO:N _ PREPARED FOR: OPTITAP:10/90 REV 2- UPDATED HH IDS F 5+96 PLACE NEW F 4+97 PLACE NEW F 3+98 PLACE NEW ETILSON L:200' 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 042.57704447,-1 14.44274760 042.57703895,-1 14.44238010 042.57703792,-1 14.44201340 T:(207)591-6427 F:(207)772-3427 ACCESS POINT ID:#3000-014-4 ACCESS POINT ID:#3000-014-3 ACCESS POINT ID:#3000-014-2 info@tllsontech.com L:141' GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N REVISIONS DB(1)1.25" r REV 3- SHIFTED FIBER EAST FROM BACK _ L.99 DATE DESCRIPTION INITIAL LOT TO FRONT LOT,ADDED DB(1)1.25' 04/12/23 INITIAL SUBMISSION RNC B 19+64 CONDUIT SPAN FROM HH „ 07/19/23 REV 1 NV B 19+71 3000-014-3 TO 3000-014-4 T_ 09/19/23 REV 2 AILS 5'UTILITY EASEMENT M/a 02/27/24 REV 3 AM TWIN FALLS COUNTY SCALE DOC#:1991008662 EASTLAND PARK SIZE B SHEET:1 =50' MATCH TO SHEET #C08 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C10 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE w WATER MAIN SS SEWER SD STORM DRAIN E POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE [I] ELECTRIC CABINET REV 1- I A rADDED LATERAL-39 \ LIGHT POLE 0 TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE LATERAL-39 - i . ❑n TRAFFIC SIGNAL � GAS METER © COMM MANHOLE ® WATER VALVE '� COMM HANDHOLE HYDRANT ® COMM PEDESTAL Q WATER METER J > REV 2- z DO DRAINAGE MANHOLE �)UTILITY POLE UPDATED HH IDS M/a — — — Z ® CATCH BASIN ��CULVERT M/a =p N/a M/a - M/a M/a— a 10 — J W W W W W t W w — W4—w O C09 C08 C 6 r _ U CO3 C04 C 5 _ I � B 17+15 L:214' w col CO2 C 12 L:149' OPTITAP:10/90 DB(1)1.25" OPTITAP:10/90 w i DB(1)l.25" B 17+18/H 0+00 PLACE NEW C13 C15 B 15+O1 PLACE NEW B 13+52 PLACE NEW _ _ 14"0X24"AXS 400 TIER 8 HH AT L:300' 14"(dX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT 14 OX24"8790, 00 TIER 8 HH 9 042.57758191,-1 14.44445674 042.57759190,-114.44581549 ACCESS POINT ID:#3000-004-9 ACCESS POINT ID:#3000-004-8 O C C17 ACCESS POINT ID:#3000-004-7 GR/GB:Y/ISO:N GR/GB:Y/ISO:N GR/GB:N/ISO:N `. L:110' a DB(1)1.25" U C 8 Cl9il ?.T �. L:287' B 18+28 PLACE NEW _ DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT I--- C�o w 042.57727958,-1 14.44445670 Q d ACCESS POINT ID:#3000-004-10 REV 1- ( GR/GB:N/ISO:N ADDED LATERAL-39 PREPARED FOR: REV 3- SHIFTED FIBER WEST FROM BACK LOT TO FRONT LOT L:200' L:47' LATERAL-39 DB(1)1.25". ETILSON r L:500' 0 T:(207(591-6427 F:(207)772-3427 3 info@filsonfech.com z REVISIONS a B 10+64 PLACE NEW y z DATE DESCRIPTION INITIAL - 14"OX24"AXS 400 LT DUTY HH AT =O 04/12/23 INITIAL SUBMISSION RNC 042.57698360,-114.44606220 I 07/19/23 REV 1 NV ACCESS POINT ID:43000-004-6 09/19/231 REV 2 AILS 3 I GR/GB:N/ISO:N w J 02/27/24 REV 3 AM SCALE ( OPTITAP:10/90 / SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1°=25' DRAFTED BY: I SHEET NUMBER REV RNC Cl 1 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C05 W WATER MAIN 11 SEWER _ SD STORM DRAIN —E— POWER LINE IRRIGATION LINE E] ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS E 1+70 PLACE NEW Yr� ELECTRIC METER Q ELECTRIC VAULT L;124' 14"OX24"AXS 400 TIER 8 HH AT 7 ® ELECTRIC MANHOLE m ELECTRIC CABINET DB(1)1.25" 042.57485721,-114.44141353 I f ACCESS POINT ID:#3000-011.2 J LIGHT POLE TRANSFORMER E 0+46 PLACE NEW GR/GB:Y/ISO:N OS SEWER MANHOLE © GAS MANHOLE 14"OX24"AXS 400 LT DUTY HH AT GAS VALVE 042.57485612,-1 14.44187120 ` I ® SEWER VALVE ® ACCESS POINT ID:#3000-01 1.1 ❑n TRAFFIC SIGNAL GAS METER GR/GB:N/ISO:N I © COMM MANHOLE ® WATER VALVE I © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT AA T I • 10 0 , C09 COT C 6 go �, \ CO3 C 0 4 C 5 w L \ col CO2 C12 W I \1 '^ I C13 C15 C C17 C 6+08 PLACE NEW C 8 C19 u 14"OX24"AXS 400 TIER 8 HH AT O C�0 POINT ID:#3002 003 _ACCESS CQ L:215' GR/GB:N/ISO:N G DB(1)1.25" I M 1+43 PLACE NEW 14"O)X24"AXS 400 TIER 8 HH AT 042.57389169,-114.44115990 PREPARED FOR: DB(1)1.25" ACCESS POINT ID:#3002-004.1 GR/GB:Y/ISO:N ' — RAW LATERAL-35 REV 3- REMOVED OPTI-TAP — d ETILSON R - - T:(207(591-6427 F:(207)772-3427 DB(2)1.25" _ R/W . info@tilsonfech.com - - REVISIONS C 6+67/M 0+64 DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC R/W -- 07/19/23 REV 1 NV D C 7+31 /M 0+00 PLACE NEW 09/19/23 REV 2 AILS 14"9JX24"AXS 400 LT DUTY HH AT 3// 02/27/24 REV 3 AM '042.57392762,-1 14.44168630 DB(1)1.25" ACCESS POINT ID:#3002-004 L:79' L:56' MAI _ SCALE GR/GB:Y/ISO:N DB(1)1.25" DB(1)1.00" SIZE B SHEET:1"=50' MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C12 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C01 W WATER MAIN 11 SEWER SD STORM DRAIN L:SH' —E POWER LINE DB(1)1.00" IRRIGATION LINE _ E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT REV 2- _ SHIFTED CONDUIT WEST OF REV 3- ® ELECTRIC MANHOLE m ELECTRIC CABINET \ MOUNTAIN VIEW DR/ SHIFTED FIBER TO EAST LIGHT POLE 0 TRANSFORMER ADDED STUB/ADDED 3 AXS SIDE OF MOUNTAIN VIEW J TIER 8 HHS ALONG WEST SIDE DR FROM BACK LOT, QS SEWER MANHOLE © GAS MANHOLE REMOVED OPTI-TAP, SEWER VALVE GAS VALVE OF MOUNTAIN VIEW DR 3. _UPDATED HH ID TRAFFIC SIGNAL GAS METER :Tl C 17+74 PLACE NEW [ _ D COMM MANHOLE ® WATER VALVE 14"OJX24"AXS 400 LT DUTY HH AT 3 n 1C] COMM HANDHOLE HYDRANT 042.57360503,-114.44508530 y C 21+18 PLACE NEW COMM PEDESTAL `p WATER METER ACCESS POINT ID:#3002-010 14"OX24"AXS 400 LT DUTY HH AT / DRAINAGE MANHOLE 0 UTILITY POLE GR/GB:N/ISO:N 3 042.57361 190,-1 14.44493270 CATCH BASIN CULVERT \ LATERAL-39 i � ACCESS POINT ID:#3002-009 GR/GB:N/ISO:N DB(1)1.25" I i L;41' 10 DB(1)1.25" � y C 18+28 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57345886,-1 14.44508800 Cog Cob C 6 ACCESS POINT ID:#3002-011 U r GR/GB:N/ISO:N i I ? CO3 C04 C 5 wCOl CO2 C12 L:116' L I DB(1)1.25 C15 REV 3- I ' M/?J A _ UPDATED HH ID'S T 3/n O c c1i" C 8 G19 C 19 • ' I 1v ��fl C 0 i w L:67' L:24' DB(2)1.25" L:145' DB(1)1.00" } r i DB(1)1.25" PREPARED FOR: — C 20+1 1 PLACE NEW I � 14"OX24"AXS 400 LT DUTY HH AT 042.57295518,-114.44508940— C 22+23 PLACE NEW ACCESS POINT ID:#3002-012 14'.OX24"AXS 400 TIER 8 HH AT F GR/GB:N/IS, N 042.57313409,I ACCESS POINT ID:#3002 0103 T I L ) O N A 3 0 11 GR/GB:N/ISO:N \ \ I I REV 2- T:(207(591 6427 F:(207)772-3427 (Ifw info@tilsonfech.com ADDED OVERLAPPING CONDUIT I z s . REVISIONS 635 z DATE I DESCRIPTION INITIAL t 0 04/12/23 INITIAL SUBMISSION RNC 3� 0 /19/23 REV 1 NV 09/19/23 REV 2 AILS 02/27/24 REV 3 AM w SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C13 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #CO2 W WATER MAIN 11 SEWER SD STORM DRAIN —E POWER LINE 7" C IRRIGATION LINE .. m E] ELECTRIC HANDHOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER C SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE 3/n TRAFFIC SIGNAL GAS METER 3/n U E 3/n 3/n © COMM MANHOLE ® WATER VALVE LJ U/E WE © COMM HANDHOLE 1� HYDRANT 3/ 3/n - _ -_ ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT REV 3- SHIFTED FIBER TO NORTH SIDE OF CONCORDIA WAY FROM h BACK LOT,UPDATED HH ID'S L:198' C 28+56 PLACE NEW c L:189' c DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT m DB(1)1.25" m 10 P 0+98 PLACE NEW 042.57334480,-1 14.44238663 ACCESS POINT ID:#3002-017 5'UTILITY EASEMENT 14"OJX24"AXS 400 LT DUTY HH AT I 5'UTILITY EASEMENT GR/GB:N/ISO:N TWIN FALLS COUNTY Ln Co9 Cob C 6 042.57325836,-114.44420071 TWIN FALLS COUNTY i-A U ACCESS POINT ID:#3002-015.1 DOC#:0000743399 DOC#:0000743399 U +r GR/GB:N/ISO:N C 24+61 /P 0+00 PLACE NEW C 26+58 PLACE NEW AM/ L: & CO3 C04 C 5 14"OX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 LT DUTY HH AT 750' 042.57325637,-114.44383700 042.57325044,-114.44310340 -3/n _ _ 3/�n 14 1--- w L:98' ACCESS POINT ID:#3002-015 ACCESS POINT ID:#3002-016 w col CO2 C12 w DB(1)1.25" GR/GB:N/ISO:N GR/GB:N/ISO:N w /1 b ' OPTITAP:10/90 DB(1�125„ L:300' OPTITAP:10/90 3/n y —M � C13 C15 O L:1 I i � C C17" L:47' R/W Y DB(1)1.25" U�E = C 8 C19 i-- \ JT C _ c C0 G C 24+14/N 0+00 PLACE NEW 14"OX24"AXS 400 TIER 8 HH AT N 1+97 N 11+30 PLACE NEW 042.57312816,-114.44383900 L:284' I 101-8"X7"PEDESTAL AT PREPARED FOR: ACCESS POINT ID:#3002-014 L:36' —— DB(1)1,25" 042.57299284,-114.44195490 ' L:191' GR/GB:N/ISO:N DB(1)1.00" A ACCESS POINT ID:#3002-014-5.1 DB(1)1.25" REV 2- ::E GR/GB:N/ISO:N UPDATED HH IDS M. 15'UTILITY EASEMENT TI ETILSON N 2+84 PLACE NEW TWIN FALLS COUNTY 10 l-8"X7"PEDESTAL AT DOC#:0000743399 m 15'UTILITY EASEMENT T:(207(591-6427 F:(207)772-3427 042.57288421,-114.44311100 TWIN FALLS COUNTY nfo@filsonfech.com ACCESS POINT ID:#3002-014-1 < I DOC#:0000743399 REVISIONS GR/GB:Y/IS N DATE DESCRIPTION INITIAL REV 2- 04/12/23 INITIAL SUBMISSION RNC UPDATED HH IDS 07/19/23 REV 1 NV REV 3- UPDATED PED IDS 09/19/23 REV 2 AILS II 02/27/24 REV 3 AM _ L:140' SCALE 01 _ DB(1)1.00" SIZE B SHEET:1"=50' MATCH TO SHEET #C 16 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C14 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 12 -W WATER MAIN 11 SEWER . — STORM DRAIN � �h —E POWER LINE IRRIGATION LINE �\ E] ELECTRIC HANDHOLE IRRIGATION ACCESS ll� ELECTRIC METER Q ELECTRIC VAULT ® ELECTRIC MANHOLE m ELECTRIC CABINET LIGHT POLE 0 TRANSFORMER SEWER MANHOLE © GAS MANHOLE /J ® SEWER VALVE ® GAS VALVE I - Q TRAFFIC SIGNAL GAS METER - © COMM MANHOLE ® WATER VALVE _ © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER REV 3- UPDATED HH ID'S QD DRAINAGE MANHOLE )UTILITY POLE - ® CATCH BASIN CULVERT C 30+45 PLACE NEW c 14"GX24"AXS 400 TIER 8 HH AT C 31+l 9 L:118' r�* a 10 042.57332981,-114.44168670 DB(1)1.25" S ACCESS POINT ID:#3002-018 C 31+63 PLACE NEW _ - GR/GB:N/ISO:N T 14"OdX24"AXS 400 TIER 8 HH AT y, * Cog Cob C 6 042.57331492,-114.44128219 " C 30+72 ACCESS POINT ID:#3002-019 � GR/GB:N/ISO:N ) CO3 C04 C 5 jt G OPTITAP:10/90 w d I I i I /�� col cot C12 w T -- - 2 M do \ C13 C15 O C 24+58 - C17 W U L:116' lw C8 Cd9 � 1 u / DB(1)1.25" f c�o CQ C 32+41 F I L d G c C 32+79 PLACE NEW m 14"ObX24"AXS 40O LT DUTY HH AT 3 PREPARED FOR: 042.57301409,-114.44131520 1 ACCESS POINT ID:#3002-020 GR/GB:N/ISO:N ETILSON . W T:(207(591-6427 F:(207)772-3427 q., info@filsonfech.com REVISIONS LATERAL-35 A DATE I DESCRIPTION INITIAL '• 04/12/23 INITIAL SUBMISSION RNC 07/19/231 REV 1 NV L:143' DB(1)1.25" 09/19/231 REV 2 AILS 02/27/24 REV 3 AM i SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 17 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV RNC C15 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 14 -W WATER MAIN 11 SEWER —SD STORM DRAIN �\ —E— POWER LINE RR GATION LINE / J E] ELECTRIC HAND HOLE IRRIGATION ACCESS ELECTRIC METER Q ELECTRIC VAULT U \ [I] ELECTRIC CABINET Q ® ELECTRIC MANHOLE C iY LIGHT POLE 0 TRANSFORMER m O U W O$ SEWER MANHOLE © GAS MANHOLE Z O U N 9+89 PLACE NEW + ® SEWER VALVE ® GAS VALVE L� L•247_ \ / 104-12'.X11"PEDESTAL AT TRAFFIC SIGNAL GAS METER DB(1)1.00, / 042.57260767,-114.44196030 © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:#3002-014-5 / GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE L:199' ® CATCH BASIN CULVERT DB(1)1.00" REV 2- UPDATED HH IDS REV 3- / 15'UTILITY EASEMENT 10 UPDATED PED IDS TWIN FALLS COUNTY DOC#:0000743399 La � � C09 C08 C b 15'UTILITY EASEMENT N 7+90 PLACE NEW r TWIN FALLS COUNTY 101-8"X7"PEDESTAL AT DOC#:0000743399 042.57220220,-114.44214834 CO3 C04 C 5 ACCESS POINT ID:#3002-014-4 L GR/GB:N/ISO:N r w COl CO2 C12 3/n W _ - C13 C15 N 5+31 PLACE NEW -' 101-8"X7"PEDESTAL AT — 3/n 042.57220553,-114.44310818 — L:75' O i C ACCESS POINT ID:#3002-014-2 DB(1)1.00" 11L\ N 8+41 F— i?] GR/GB:N/ISO:N L:183' T 3/n �, DB(1)1.00" N 7+15 PLACE NEW = C 8 019 TWIN m UTILITY EASEMENT 101-8"X7"PEDESTAL AT �xi } TWIN FALLS COUNTY 042.57220334,-114.44242798 DOC#:2006019599 ° IGR/GB: ACCESS POINT ID:#3002-014-3 C�o N/ISO:N Q A 4 20'UTILITY EASEMENT PREPARED FOR: TWIN FALLS COUNTY DOC#:2006019599 I E MAIMMANU I- - M/a ETILSON SCHOOL EL LUTHE �r�� T:(207)591-6427 F:(207)772-3427 SCHOOL ' info@filsonfech.com REVISIONS I DATE I DESCRIPTION INITIAL m 1 W 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV \ R/W T R 09/19/23 REV 2 AILS 02/27/24 REV 3 AM 2055 w U SCALE \ SIZE B SHEET:1"=50' MATCH TO SHEET #C 18 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C16 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 15 -W WATER MAIN 11 SEWER rw SD STORM DRAIN 3 —E POWER LINE IRRIGATION LINE C 34+22 PLACE NEW _ E] ELECTRIC HANDHOLE IRRIGATION ACCESS 14"OX24"AXS 400 TIER 8 HH AT ELECTRIC VAULT 042.57262207,-1 14.44131368 ELECTRIC METER O ELECTRIC MANHOLE m ELECTRIC CABINET ACCESS POINT ID:#3002-021 � GR/GB:N/ISO:N -- LIGHT POLE TRANSFORMER w OPTITAP:10/90 i OS SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER REV 3- 1 © COMM MANHOLE ® WATER VALVE A UPDATED HH ID'S I / © COMM HANDHOLE HYDRANT / ® COMM PEDESTAL `l91' WATER METER / O DRAINAGE MANHOLE 0 UTILITY POLE M C L.176 TI RI� ® CATCH BASIN CULVERT I R/W L:200' J 9I* 10 e C08 C 6 L:62' DB(1)1.00" M R/W R/W CO3 C04 c 5 i 7.5'UTILITY EASEMENT it i. , Q 0+69 PLACE NEW TWIN FALLS COUNTY w 14"OX24"AXS 400 LT DUTY HH AT DOC#:2006019597 col Cot C12 �• i w 042.57219293,-1 14.44155270 - ACCESS POINT ID:#3002-022.1 C 35+98/Q 0+00 PLACE NEW GR/GB:Y/ISO:N f 14"OX24"AXS 400 LT DUTY HH AT C13 C15 Ln 042.57213921,-114.44136271 • ACCESS POINT ID:#3002-022 0 Q p+64 IL-1 C17 GR/GB:Y/ISO:N l � � 1 C 8 C19 LU r w OPTITAP:10/90 + � C20 CQ L G L:69' DB(1)1.25" L:200' PREPARED FOR: 20'UTILITY EASEMENT _ � TWIN FALLS COUNTY w DOC#:2006019599 J/E ETILSON L:162' m r— yL DB 1 1.25" T:(207(591-6427 F:(207)772-3427 ( )rm info@filsonfech.com \ LATERAL-35 REVISIONS DATE I DESCRIPTION INITIAL W \ 04/12/23 INITIAL SUBMISSION RNC [if 07/19/23 REV 1 NV 09/19/23 REV 2 AILS _ 09/97/94 REV 3 AM SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 19 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C17 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 16 -W WATER MAIN SEWER —SD STORM DRAIN —E POWER LINE n IRRIGATION LINE IL C 51+24 PLACE NEW ELECTRIC HANDHOLE ❑ IRRIGATION ACCESS 104-12"X11"PEDESTAL AT ELECTRIC METER Q ELECTRIC VAULT 042.57166548,-1 14.44310834 A m ELECTRIC CABINET ACCESS POINT ID:#3002-030 S 2+83 PLACE NEW ® ELECTRIC MANHOLE GR/GB:N/ISO:N 14"OX24"AXS 400 TIER 8 HH AT LIGHT POLE 0 TRANSFORMER 042.57153930,-1 14.44247551 O$ SEWER MANHOLE © GAS MANHOLE OPTITAP:30/70 ACCESS POINT ID:#3002-027.2 11 _ GR/GB:Y/ISO:N ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT L:170' I ® COMM PEDESTAL Q WATER METER DB(1)1.00" — I 10'UTILITY EASEMENT O DRAINAGE MANHOLE )UTILITY POLE TWIN FALLS COUNTY EASEMENT DOC#:2006019599 ® CATCH BASIN CULVERT 7.5'UTILITY \ I ,� TWIN FALLS COUNTY _ DOC#:2006019599 C 400' 10 e L:145' DB(1)1.25" Cog Cos C 6 C 49+54 PLACE NEW 101-8"X7"PEDESTAL AT U r 042.571 19734,-1 14.4431 1 100 3 CO3 C04 C 5 ACCESS POINT ID:#3002-029 GR/GB:N/ISO:N S 1+42 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT _ 042.57114013,-114.44247435 w col CO2 C12 m ACCESS POINT ID:#3002-027.1 w ' REV 3- GR/GB:N/ISO:N = C13 C15 ADDED OPTI-TAP IN CONDUIT UPDATED RED IDS CI) w O C C17' _ _ + C 8 Gra 9 L:142' U IMMANUEL LUTHERAN L: . 0' DB(1)1.25" CHURCH&CHILD DB(1)100" ' \ Q 0 � •� � DEVELOPMENT CENTER � S 0+64 ' 3 PREPARED FOR: r s S 0+45 3 fl — i m REV 3- C 47+84 PLACE NEW UPDATED HH ID'S ETIL S O N 104-12"X11"PEDESTAL AT 042.570731 17,-1 14.44310560 T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:#3002-028 info@filsonfech.com GR/GB:Y/ISO:N �. C REVISIONS 44+21 7ui _ OPTITAP:30/70 7 � 0 DATE DESCRIPTION INITIAL _ 04/12/23 INITIAL SUBMISSION RNC rACCESS /S 0+00 PLACE NEW L�E 07/19/23 REV 1 NV "AXS 400 LT DUTY HH AT A 09/19/23 REV 2 AILS L:390' 76734,-1 14.44240021 10'UTILITY EASEMENT 02/27/24 REV 3 AM DB(1)1.25" - POINT ID:#3002-027 TWIN FALLS COUNTY Y/ISO:N DOC#:2006019599 SCALE 70 SIZE B SHEET:1"=50' MATCH TO SHEET #C20 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C18 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 17 -W WATER MAIN 11 SEWER SD STORM DRAIN R 0+50 L: —1D7 E POWER LINE IRRIGATION LINE DB(1)1.25' OPT TAP:15/85 ELECTRIC HANDHOLE IRRIGATION ACCESS R 1+07 PLACE NEW V ELECTRIC VAULT C 37+60/R 0+00 PLACE NEW ELECTRIC METER 14"(dX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC MANHOLE m ELECTRIC CABINET 042.57153808,-1 14.44154860 042.57169557,-1 14.44136140 C LIGHT POLE 0 TRANSFORMER ACCESS POINT ID:#3002-023.1 I \ ACCESS POINT ID:#3002-023 r GR/GB:N/ISO:N n O O GR/GB:Y/ISO:N $ SEWER MANHOLE GAS MANHOLE G ® SEWER VALVE ® GAS VALVE — ❑n TRAFFIC SIGNAL GAS METER L:159' © COMM MANHOLE ® WATER VALVE 10'UTILITY EASEMENT DB(1)1.25" © COMM HANDHOLE HYDRANT TWIN FALLS COUNTY ® COMM PEDESTAL l�l WATER METER DOC#:2006019599 w # REV 3- I . UPDATED HH ID'S QD DRAINAGE MANHOLE )UTILITY POLE C Y ® CATCH BASIN CULVERT m o i I L:145' DB(1)1.25" r� III _ 1 C 39+19 PLACE NEW 10 14"OX24"AXS 400 TIER 8 HH AT 0 042.57125932,-1 14.44136330 _ T--I ACCESS POINT ID:#3002-024 _ ^ Cog C08 C 6 U GR/GB:N/ISO:N CO3 C04 C 5 w REV 3 I col CO2 C12 UPDATED HH ID'S I.I..I I 4 C13 C15 V/ w L 409 O ::E C Cl,7 R 2+52 PLACE NEW IL 163' � C 8 �9 U 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.- 042.571 14006,-1 14.44154990 ACCESS POINT ID:#3002-023.2 C�o GR/GB:Y/ISO:N C 40+25 m PREPARED FOR: C 40+82 PLACE NEW L 400 14"OX24"AXS 400 TIER 8 HH AT L.161' 042.5708181 1,-1 14.44130550 DB(1)1.25" ACCESS POINT ID:#3002-025 T I L 5 0 N GR/GB:N/ISO:N C 41+56 OPTITAP:10/90 T:(207(591-6427 F:(207)772-3427 M / info@filsonfech.com REVISIONS _ DATE DESCRIPTION INITIAL C 41+7g 04/12/23 INITIAL SUBMISSION RNC _ L:151' LATERAL-35 A 07/19/23 REV 1 NV C 42+33 PLACE NEW /w DB(1)1.25" I 09/19/23 REV 2 AILS 14"OX24"AXS 400 TIER 8 HH AT 02/27/24 REV 3 AM 4042.57077530,-114.44180129 C 41+32 I SCALE ACCESS POINT ID:#3002-026 GR/GB:N/ISO:N = SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C19 OF C20 3 NOTES: 01GLINE0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. C D u 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN OeC1I ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898GA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSEDHAIPIE10 -DB- PROPOSED DIRECTIONAL MULTIPLE BORE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL BORE DETAIL C ON SHEET D01. DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT —P/L PROPERTY LINE GAS LINE MATCH TO SHEET #C 18 -W WATER MAIN 11 SEWER SD STORM DRAIN —E POWER LINE 7.5'UTILITY EASEMENT d IRRIGATION LINE ELECTRIC HANDHOLE IRRIGATION ACCESS O TWIN FALLS COUNTY O ❑ c DOC#:2006019599 w ELECTRIC METER Q ELECTRIC VAULT ELECTRIC MANHOLE m ELECTRIC CABINET L:400' w C 45+19 LIGHT POLE 0 TRANSFORMER z O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE — a ❑n TRAFFIC SIGNAL GAS METER COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE Cl-L�UTILITY POLE ® CATCH BASIN CULVERT M W 7JL R/W R/W R/W — — —R/W=— — — — R/W 7UTFto 1 _ ( e �, — —• C09 C08 C 6 CO3 C04 C 5 col CO2 C12 • � � _ 4 C13 C15 ANti— C Cl,7 1 ld C 8 Gl9 r C0 '� • PREPARED FOR: A f , :r. ETILSON T:(207(591-6427 F:(207)772-3427 *;• + info@filsonfech.CoM ry - REVISIONS DATE I DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC M/21 MIN07/19/23 REV 1 NV 09/19/23 REV 2 ALS -— 02/27/24 REV 3 AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV RNC C20 OF C20 3 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 09 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) �`;r •:.;- _ ;;:.;':: :';'_: :. _ ,;::•:'y::.:-�':::,; ti..: . .:r;� . EXISTING GRADE EXISTING GRADE � � :.r, t� ��r:'>'::;' :•- I �I I—III—III—III—I�I I�I—I I�1iTT 12"MIN.BELOW PROPOSED AXS =1 I I�I I—I I r-I I la I I-1 I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —III—III=III=III=11�111�11=11rIII— REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—III—I 11=1 I I� 11=1 1I- �I1—IIMII�I I-1I I-1I I—I I I-1I1= 24"MIN. COMPACT BACKFILLS IN I—I I I=I I I—I I I—I I1=I I I�I I—III—I 6"LAYERS WITH ROCK 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III COVER FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 DETAIL I I—I I—III—III; =III—III—II�III�II= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED III-1I 1=I 1I i &FIBER OPTIC CABLE I�I III-1 I, 1II I- 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1--1 1 1--TI�I, 1 1 I—_ I 1 I— 1 II—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III-III-III-III—I�I I�I—1I�I I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I-1II=1 I I- T I L 5 0 N �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—III—III—II-1I1�1I-11�111 on a Mission .I I--III—IIIII--I I�11=11 I�I�I II I�1 I=11—I I I—II—I I- CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 LLl LLL�J1 LLL I T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS 1=I 1 I—1I I=I I I—I I I—I I DETAIL 1 InPoOttlaontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED I I=III=III=I I I�I I—III; SD S SS &FIBER OPTIC CABLE =I I I�I I—I I1=I I I—I I I= III=II El REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL fI-11I1-1-1I1-1 04/12/23 INITIAL SUBMISSION RNC II—III—IIh ALIGNMENT STATION(FT) 25 4"BORE HEAD. 07/19/23 REV NV —111 CONDUIT AS SPECIFIED 09/19/23 REV 2 AILS (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF 02/27/24 REV AM TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING ° GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. FILE NAME:TDS TWINID 0898GA 09 DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898GA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL @° h++ ♦+♦ +++ ♦++ ♦+ ♦♦4 F♦+ 080.00 DETAIL A SCALE 1 : 1 LSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IM DR►rI1NG AND IM COP1rRMff DRAWN:A W TOit Dra mrq t to 1HEREOF IS THE PQC*fC Y OF MlA AHQ M4A-AXS-400R-ASSY-TDS REVISIONS MAY!JOT ISE COPIM WHOLLY CQ 94 DATE DESCRIPTION INITIAL PAJiT,Al10 THE Co" El1TS-"MeoF MAY CHECKED: oramrg Trey 04/12/23 INITIAL SUBMISSION RNC IIOT SE MCLOS®TO ANY TM?o M4A-AX3-400R-ASSY-TDS 07/19/23 REV 1 NV PAJITiES WRHOV WRrr e4 COIJS&Q. DATE: 1 4/10/2020 09/19/23 REV 2 AILS 02/27/24 REV 3 AM �J MAJwoLEsaAF?�.► SCALE(A3): 1:6 - 2015/360106J07 EVERrtE FACTORY PR&VnES.PlEMISERG SCALE ROAD IR550j,KLIPQIVM 1871 PO SOX 672 KUPRIVIR 1571 SIZE B SHEET: NTS MIDVAAL.GAUT@1G M4a SIZE D SHEET: NTS >3.-+27'1 9W 7023 0VQ PRODtJCTS QVItO NETWORKS SHEET D02 OF D16 MAIL w4ofdvrwa-com FILE NAME:TDS TWINID 0898GA 09 AXS 400 H H DETAIL DIGl1M_. Dig Line,Inc. 811 or 800-342-158S TOP VIEW T W I N I D_0898GA_09 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW m � 0 - LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION AAA infoOtilsontech.com -M ORA1 ;f ols A1.4 7M COIPYRCvPC DRAWN: A Du To-if Dro"""v 110_ r+EVEpF a TIE PPOPPE Y OF LUG A?C M40k_AXS_400R_ASSY REVISIONS 0 405.38 µAY 40T K COPIM W"OILY QQ IN DATE DESCRIPTION INITIAL PART.AW THE Ca1tT!lIT3 KftEOrµA1 CHECKED: Opmeaft : 04/12/23 INITIAL SUBMISSION RNC ►#O K Da CLQSED TO ANY 7"90 W&A07/19/23 REV 1 NV PAJMM NRTHOW WWWT7V4 C�EI4T. )(5�0�-A�Y 09/19/23 REV 2 ALS DATE: 1 7/08/2020 02/27/24 REV 3 AM lIAAF"O A SCALE(A3): 1 :6 W l SfW 10A107 evah"E FACTOR,Pea Am.MBOQDERG SCALE ROAD la=:.[UPRNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAI GAU e-C- SIZE D SHEET: NTS td'27 11 9-m 7= SHEET D03 OF D16 MAIL w4odweAa cc so FILE NAME:TDS TWINID 0898GA 09 AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898GA 09 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f _ J 20.79 19.69 2079. L CJ 0 N DrAEP S10M N 04CH5 T: (207) 591-6427 F: (207) 772-3427 R.99 "M MA1 NAG AM rrM 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 04/12/23 INITIAL SUBMISSION RNC PARTS WnHCLTT VVI Coll ISEW. DATE: 12/08/2020 07/19/23 REV 1 NV a 09/19/23 REV 2 AILS 02/27/24 REV 3 AM l J%4J*fC ES4AMCA SCALE(A3): 1:7 -- -- -- A SECTION A-A 2015f3W106ro7 R2.0 EVBUTE FACTORY PR&v%15.M DELbMG ROAD D(X1'K E UMVER�a871 SCALE (D2i.89 N90VAAL GALrFDOG _ SIZE B SHEET: NTS -��y 1 y�7�zs PRODUCTS , . SIZE D SHEET: NTS nn0kJL niomm4c.co2a SHEET D04 OF D16 FILE NAME:TDS TWINID 0898GA 09 . . Line,Inc. 811 or 800-342-1585 ;ECTION TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL i� ► j I Ida=!•-i I INONNI loll' IN IN I MEMEM01 11[1 al■aaM1 �o11Jim IN m��m oil MEM01 • IIIN m I � 1�. � � ■C aal 1 1■ ■r ■ ■I. III••, Itlugs -1 ■ IILFV- 10mmmems■Ll1I y �� ■� Imp Pat IL On a Mission ■ .. L a / •• ' ��! 0 _ SHEETD0 3.•T FILE NAME:TDS . 0898GA '• CHARLES 101 - 8"XT PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL � I 1 5 i INSIDE I • � ADLOCK 7 . 5 ; INSIDE NASD 16.0 0 21 S o TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 REV 2 AILS 02/27/24 REV 3 AM SCALE SIZE B SHEET: NTS wriu.�+ SIIE —.two 40 SIZE DSHEET: NTS • &!N/41wkfA 10 I H CI ( I ' ( Q OOwPP SHEET D06 OF D16 lot 1 ut1-untw oaf 1 of I FILE NAME:TDS TWINID 0898GA 09 CHARLES 104 - 12"X1 1 " PEDESTAL ® D1G" : Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898GA 09 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( 1 1 I 22 , 00 I I 38. 08 I 1 I I LJ ' I 10 , 00 0 - TILSON On a Mission 0 T: (207)591-6427 F: (207)772-3427 c� I InPoOtIsontech.com Z O o I REVISIONS w DATE DESCRIPTION INITIAL 1 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV SCALE09/19/23 REV 2 AILS2 1 v C A L` • 1 5 0 02/27/24 REV 3 AM . 37 o u 1 SCALE SIZE B SHEET: NTS I .� EIIE OulrltrG p SIZE D SHEET: NTS 00 0 1 w B I O Q H C I 1 - 1 10 0 0 W[ � SHEET D07 OF D16 g � Z 1 ril�ide�~i�.w"+t%MN1�1-t Well i� Kl[ t1S I�M011-IIOOOM 9Ql 3 FILE NAME:TDS_TWINID_0898GA_09 TFSD-301 TYPICAL TRENCH ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898GA 09 f TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL KIM CA WT C Pa.i1 0& wwj UNIM MOM PM W2104�-�.� � .r - - - ONPAt I. h E, -- FATi1L aRtACX SM 3AIIC F(4 S9W IMITr aF TM FA" QEVOMS SECTVM Wn I 9 mOxIm Tip'[ T4 K it ADM TUB OF MML ' Y RL*CE OR ATTACH n HM EW Ai S 4F Pft 1*1 I_ SAIf��t AY BE ItJ1tiON" NTH YiET1EN PERIWN M OF CFFT NOTM TILSON y,�� On a Mission .. I y.�mo.,..._. .--I�y. t .' 1, T: (207)591-6427 F: (207)772-3427 Loft aNm _ - InPoOtIsontech.com MOAL AN WWACTMl3 WNK-31W REVISIONS SURFACE REPAIR MW BAW311EIR DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 3.d• L � � `� 07/19/23 REV 1 NV 09/19/23 REV 2 AILS 02/27/24 REV 3 AM SCALE ST LL SIZE B SHEET: NTS OF TYPICAL N L SIZE D SHEET: NTS h-3_ .. — `! SHEET D08 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" : Dig Line,Inc. g 13 g 13 13 811 Of 800-342-1585 9 9 g g 4 3 SAWCUT g 2 PER SEC. 300. i# VARIES Q 1 T W I N I D_0898GA_09 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL ASPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 6 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES O5 6 2 12 �=-e- (DOEXISTING OVERLAYEXISTING PAVEMENT FABRIC NOT DAMAGE) 12- 1 9 VEXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN B" AFGREATERNUS D DEPTH CRUSHED OTHERWISEAGGREGATE S SPECIFIED.SE (MIN.) UNLESS TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE O5MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MI M BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH (D3/4" MINUS AGGREGATE SURFACE COURSE (6") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 04/12/23 INITIAL SUBMISSION RNC PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 07/19/23 REV i NV "W _ r� Alirm" 09/19/23 REV 2 AILS 04U PATH. CRI $(M SANW7 { (M C3T'J OF 02/27/24 REV 3 AM W r FALLS RE'ASFOkS SECTIDN�"3D7).� -- -- ---- SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN DFALLS SURFACE REPAIR DETAILS N� 7ESD- 303 SHEET D090FD16 FILE NAME:TDS TWINID 0898GA 09 DIGUM. SD-304 GRAVEL ACCESS ROAD . �- Dig Line,Inc. 811 or 800-342-158S L: I • w TWINID 0898GA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KT A 0 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: TYpr Q C a CPA'& Accm Row WAY VARY , i% P-MS ION tOCJAIM O P**AK m awwo Ow At1 NOAD rms LEGEND © I/N1WWAT POO-A E5 FK ACCMS, O h1ATiRK opawo 91DTM MUST Of AT tEAST K MN 91DTP1.12, 11NLL4S Uf/twom Spe r= :Q nAa r ww or 3/4• c11A va Awncmt T I L S O N �D 9011141C• ENTCKS %t LL WYE A A &AN CONPACTEO TO 95X DAY DDegri On a Mission S 1 ryls om sE eACX Slpr(KIM •1 SLOP[ Nt00YArOd�ED O Qrm �gm Sim MIN PASrOW OPASS VAT;M E05*4 T- (207)591-6427 F- (207)772-3427 a e01II100 3" SXALL 9( A W40AN t-t 1nfoOttlsontecn.com •AGX ACFE 1117N 4 1 BAOK Apr[ O KAI Odm e• �S PM ft C..IOU COrACM TO 9?= Ma Mowoccowpt4mr, ow LNQ Or K eft O"C" 94ALL K m"10.0 or 9• onow REVISIONS 1M E09EST A"WCA$ •ASE C*ArA Q PtAM 3- Of 3/e' ROQW0 Q►AA X go 00=001G( ORANACL PAPwa OITt71 DATE DESCRIPTION INITIAL t040EA DQII'"Y%AECI40"D IM © P.OPOSm P►E u►E 04/12/23 INITIAL SUBMISSION RNC APPRC�ED 1.0411 I Aw rvvE O 07/19/23 REV 1 NV PLAC[ r C!•� NWVS PfTA1PM JIA'+a GAAOAGTED TO P?>< DAl.Od191'Tr 09/19/23 REV 2 AILS 02/27/24 REV 3 AM 'Y WM0 STANDARDS GRAVEL ACCESS STANDARD DRAWING -- - ` ��Ks ROAD N0i' SD-304 SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D10 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-306 UTILITY TRENCH 0D1G" : Dig Line,Inc. 811 or 800-342-1585 G• TWINID 0898GA 09 TWIN FALLS,ID ` MATERIAL DESCRIPTION QTY ACTUAL h d '.1• Y N kJ 'a.. lz'j _. .'04L- � vtm ' '� m NOTES ry �1 �+ ` uI - TILSON On a Mission BUT E L�51 4,' C- f , -- _` __ T: (207)591-6427 F: h.co 772-3427 . i EXIMM � r 'tlg� �I���'I tnPoOtilsontech.com .— REVISIONS mow - 7 - -- -- ------- -- - - DATE DESCRIPTION INITIAL _- 04/12/23 INITIAL SUBMISSION RNC VWff Kn4MXS I UWK FW'4W LM VAY Or i#Aif> pE!N OR 1 f _ T , 07/19/23 REV 1 NV RERAW UN C T_ F POTHOLES rAE GREATER THM 17 L YV3T WO ITJ1N 14 r gh YOTWAL ArM 09/19/23 REV 2 AILS 7 �IIIE FODF USE C IPRCTfD PEA ORJ14�1 BElO� c 02/ 27/24 3r W HOMZDKTAL S PARATM FR W E7EPM CITY --- REv3 AM PLa11 YR Gw UIL11M UNLM OTHCRMM APFO YED NY llK CITY — �Or�tR SCALE � p SIZE B SHEET: NTS loll r4 SIZE D SHEET: NTS T S °�3 TRENCH SHEET D11 OF DI FILE NAME:TDS TWINID 0898GA 09 SD-307 BORING AND JACKING DETAILS 0D1G"" :' Dig Line,Inc. 811 or 800-342-1585 r TWINID 0898GA 09 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f Lw> SKID DETAIL LEGEND N T>; O Sm CUT To r" 20 CAMNQ POPE O3 4'44• Ctom OM PeD SIM% at caumvecw"T IAwCA= CAW-, W9, ATOMs (C464o Mc CO AiiNC11w S ANSimll10N IS' CAAN IM PIPE I SP'ACLWS Ppt STn CAM W FVL 3 9ACRS $'R 1") 4 SIAOOIN SIM CAINC ]/!• MV *OLL "CKM IM1 MR dA CIP 2' CKAID 1NAN CAK%P WE KU O 011TSM fWt !dl 2 4 © Y t COW STAftXSS SR& STIR PPW. 4' QC. MM A Mk a IK TWO $VtWS TOM "t rCIIIR t5' ANM,LAM SP'AC9 If1LED MTN SAAQ, GWM't 31W CAALQ ON "V2 MAMMAL AS APPROM B1' Bf 3 [„all tv 7 {;) NOTES: um Ca) ` A Yt1N100 oTNpt THAN IK 'K"°°uom "Ttl T I L 5 0 N S OETA [D L IS mcp< . 56. T vw ORAM414S IOM AP"OVAI tlY M C%GV4 § PMIOM TO COMS RiC110r On a Mission SAW eIN771% M0.6SM OF /K IC1I00 T: (207)591-6427 F: (207)772-3427 SECTION A—A CP 900vac Prt %OOOIT, ACN9%00C f Cif torootn D�t�n.�«� w h T 1!K L►IE ANC CPACC AVMANM of COF4ER o" nL"TAT10K MO n L#40 OF AN/ltlLM WWI REVISIONS K nNXX CLSPIG WE AM0 CANNOT PIP(. ALL Idl Tlt APPWWAL 8, TIK 040" M 0"00 10 DATE DESCRIPTION INITIAL NSTKLAG THE PtFC 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 REV 2 AILS 02/27/24 REV 3 AM "it IIDAHO STANDARDS BORING AND JACKING STANawD ORAVMNG SCALE F0R PUBUC 00NSTRUCI"WORKS DETAILS SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) T W I N I D_0898GA_09 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 296 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / 7� MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 0 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. 0 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. OB STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © 0 SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. O MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV I NV © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. 09/19/23 REV 2 AILS OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. 02/27/24 REV 3 Ann OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE -- -- -- APPROVED BY THE CITY ENGINEER. SCALE 1�41DJ SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TDS TWINID 0898GA 09 TFSD-802 TYPICAL RURAL STREET SECTION 0D1G" : Dig Line,Inc. 811 or 800-342-1585 pop I 1" 1FKHTS TWINID 0898GA 09 TWIN FALLS,ID 13�lREEY. MATERIAL DESCRIPTION QTY ACTUAL I } a -- Ty CUR A SM117 rn aramlvk I 10m cc"" T 9-1m wlu" � LAM VKXMM ftml lop:pAha l t5 ?J SO BAN to ea ha rvrk ICLs 7sO a "-om moa oowoaTm* s.a T.o T.o I. �ruj kKTT AWI[+ 9 �5ww malaAacEft F r mmus ulmoftAwp 12-.115R jj�i"PL*ff NX PAVEYENT W.WALE MMM I ` TIFF 1 aNSH D ACCUCATE BAM 1gum.SE cm 9E 2- rvpE y OR ve rmE I CRIl9-IEO kI;u -GATE aASE Ouk1RsF_ L%wowc . "DCWT`#dl ;a_ IN LWJA.1'U#OT 111 E-�F,1 [iEE OT{ OF rKH FN.LS UAST[3t 7f1 TATION KV44 44 ' _ *tRL In Fo W6 WKWWW111- agirr T _ wr Aw Lm& mony Aw TILSON ,r On a Mission 1� -_low _ ++ :_._ < L- I T: (207)591-6427 F: (207)772-3427 *"VALE . . InfoOtnsontech.00m f�_� _5rS" :_ �.m -- . ' 31 yd�J REVISIONS AW-V U DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 REV 2 AILS j( 02/27/24 REV 3 AM 16 P J ll C3 l 1�5ffit WW_ -- SCALE ft oft SIZE B SHEET: NTS QTY TYHGLALmUmAL �TANQ,RD NAWING SIZE D SHEET: NTS NOL TFi' D SHEET D14 OF D16 W-14 TIT SECS FILE NAME:TDS TWINID 0898GA 09 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D1G"" : Dig Line,Inc. 811 or 800-342-1585 OWN hp tw AND amm WIN &I W AULT _ TWINID 0898GA 09 pfatr Iwvq TWIN FALLS,ID ME I-EMM GRAB ALLY OR NEW ALLY MATERIAL DESCRIPTION QTY ACTUAL I : .lwm amm m- TYPE fl—NEW L 21 I lEl 1fl-NEW ALLEYS M 0 M N 0 TYPEI N AUEYS • 1.MU MAW M PA5IEM W WWAIX OD, cRummm :, Iw Opp rrmmoR a rot momm amKoaml TILSON .. _ .. .._ _.. .. - _. On a Mission T- (207)591-6427 F- (207)772-3427 N GIT� tnPoOtilsontech.00m . A� � W.f' � REVISIONS ,y1 �'�4-4-9049% DATE DESCRIPTION INITIAL N I � —ON— PWY!W' ` 04/12/23 INITIAL SUBMISSION RNC yy,,......F� w _ g y�� yv 07/19/23 REV NV � —0 •T ice! !ea�!1:w tlk5�9 l'!_�ts�i,its' 8�,� 09/19/23 REV 2 AILS �VJ& ,T 'WiQ.L.•o-IW'' 'ff-EM �:T M` AF .� ':[✓ A 02/27/24 REV 3 AM SCALE SIZE B SHEET: NTS SIZE D SHEET: NTS FALLS ALLEY5E TI ,$ — 3 SHEET D15 OF D16 FILE NAME:TDS TWINID 0898GA 09 TFSD-805 STANDARD CUL-DE-SAC 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 FOR FIRE ACCESS ROAD SU TFSO-305 TWINID 0898GA 09 TWIN FALLS,ID .b A. MATERIAL DESCRIPTION QTY ACTUAL I' I _W I mi :mmw 4 mawrn I_ . ql :: '" OVSASMAW 10"AN114 APPROMM BY ILL ACENCt �I N Fg@+ LA OET11EEN 7N AMU 37GJI ._ i . _ r a ZP00AC f VMT CM L#TACT Om OA-K-W CMLMAT �hOt't ihp.LED C � lt uNF. TILSON SPmT rm wSu" A. Y�1 (> ', mam ' On a Mission WOWN T: (207)591-6427 F: (207)772-3427 tnPoOtIsontech.com PLANT IAX PAVEMENT 25 2.3 31G BASE 2.0 6,0 REVISIONS 9iiR► 6.0 (7.01 ��S (l� ) 1T� (,�.�.a� DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC TOTAL I"} no no 07/19/23 REV 1 NV PWRAC CEMM OYNMMI 10) k4 7Ap 09/19/23 REV AILS 02/27/24 REV 3 AM FJ4� nd"ATE/L.4hR im PAWBaf1 i ew- SCALE .�„ SIZE B SHEET: NTS j ,CAM SIZE D SHEET: NTS ` IF I] w FALL$ L— -E— G — 5 SHEET D16 OF D16 FILE NAME:TDS TWINID 0898GA 09