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HomeMy WebLinkAboutTWINID_0898EA_15_CD_REV0 i jt� .ghrt�pr��Y�,�•i . ��_ J '!'j � ar� ^.-Z }�� .,,� t�'i .� ' � �t, � 1 '� 1 DFN NAME : TWINID 0898EA 15 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID _ i ',+'.�A����IYi�_ •'..i, _ A - 1�� s A.��t• ,� .J Y•. "91Y / •�� �� ,4� }� .,�L' � �� t � � �x . _ t 't �ybrgok;'Ay�.•�►,,�'�r�ij _ 1 � �A�JJ•��1 •D ' ----�Whrte Bir,t AYe1•II + •'1 t ;f �..t�;;�i�,�'r• �'� Si��r►_, � •� � �;; :�°;r� �.T�••_ `—tr •1�, —• _`�•� �;(jj, •- _ l:'J; �,,. ��"�.�„a s -��^' 1 ,►� i �> •�//h�a.`'^r ��� y t� � CfV$OUihlf��Ili� �,,,��. • • �` _- _ .I.�MI l�'i 1.tL r �. '/fir • -.�tn/+id •1� ,_ — M� 3lk p. u r d' ti RiC9BWaY,D�:• -. �• _ �• �� 11 -� •. i' }� `Z. * r �1. 1 .l _ rl. 11/- CIESrii2w'GY j ��?�. ����C � �• h; �1 � "FSO� ± - I i. _ A, �� c_ '� �' _ z •�� _ F�IIs h,: Faiis Ave 3"'.°� :�� T 3 � Lezv, vA�.E • �c J� �•qa �'' r` ,� a1r < ' �- ~ � ��, '' ,. F,•]� ��' m -- •D D Ra}bhir,z,eve in � '• a �� �� � `I-Y-•.tia>.r � -� .. � t •- - I O 1 —� � r. � � 1 r 1 '� ,r - r � - � ���v« .�.,•T `�riell AvP;yy;� _- � � - _ _ ,`,-'..� "';; taAadc�s Cn' .��� •t ��L1��"•f-'��x•� _ _ Arr�W /' H` S ' ' ,r, � � �J 202�Microsoft Corporation i 202�Maxar RCN ES(2023)D'istribu - �5©2023 TomTom . TDS PERMIT LOCATION MAP 0 D1G '� 9 Dig Line,Inc. 811 or 800-342-1585 z a - - 7 COI START PROJECT 042.58123413 / -114.49411670 TwwiD_oa9aEA_15 TWIN FALLS,ID r MATERIAL DESCRIPTION QTY ACTUAL . N { ak r C09 C-1 - 1. owl > I y C10 - C15 C 0 3,; L -- Y C12 r C11 C04 I A A C13 - C06 C05"OVA ' N rILs0.v, N - �. . T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.com i rig Z O REVISIONS DATE DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION ALS PERMIT JURISDICTION TWIN FALLS SHEETS: C01 -C15 NEW UNDERGROUND 14,424' SHEETS: C01 -C15 EXISTING UNDERGOUND 0' SHEETS: SCALE SIZE B SHEET: NTS TOTAL FT 14,424' SIZE D SHEET: NTS SHEET A02 OF A03 TOTAL MILES 2.73 FILE NAME:TWINID 0898EA 15 CD ® DIGLIM TABLE OF CONTENTS Dig Line, Inc. DWG NO. SHEET NAME TWINID_0898EA_15 A01 COVER SHEET TWIN FALLS,ID . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . A03 TABLE OF CONTENTS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . 1301 CONTACT SHEET . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B02 GENERAL AND PERMIT NOTES . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . ... . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . B03 SYMBOLS KEY . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . C01-C15 CONSTRUCTION DRAWINGS . . . . .. . . .. . . .. . . .. . . .. . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D01 GENERAL CONSTRUCTION DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D02 AXS HH COVER DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D03 AXS 400 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D04 AXS 500 HH DETAIL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D05 AXS 900 HH DETAIL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D06 CHARLES 101 - 8"X7" PEDESTAL . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D07 CHARLES 104 - 12"X1 1" PEDESTAL . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D08 TFSD-301 TYPICAL TRENCH . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D10 SD-304 GRAVEL ACCESS ROAD . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D1 1 TFSD-306 UTILITY TRENCH . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D12 SD-307 BORING AND JACKING DETAILS . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D13 TFSD-801 TYPICAL CURB AND GUTTER SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . . D14 TFSD-802 TYPICAL RURAL STREET SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . D15 TFSD-803 TYPICAL PAVED ALLEY SECTION . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . D16 TFSD-805 STANDARD CUL-DE-SAC . . . . .. . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E01 TRAFFIC CONTROL PLANS COVER , I L 5 0 N . . . . .. . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427 F: (207) 772-3427 .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . DATE DESCRIPTION INITIAL E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 07/21/23 INITIAL SUBMISSION AILS . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . E07 HALF-ROAD CLOSURE MULTI-LANE . . . ... . . .. . . .. . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . Apll� E08 WORK ON PARKING LANE . . . .. . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS . . . ... . . .. . . .. . . . . . . . . . .. . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . . SIZE D SHEET: NTS SHEET A03 OF A03 FILE NAME:TWINID 0898EA 15 CD ® DOL. CONTACT SHEET Dig Line,Inc. 811 or 800-342-1585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898EA 15 TILSON: TRANSPORTATION DEPARTMENT (ITD) TWIN FALLS,ID ROB HUGHART VICE PRESIDENT,OSP 469-534-3639 DISTRICT 4-GENERAL OFFICE (208) 866-7800 MATERIAL DESCRIPTION QTY ACTUAL SPENCER WHITE ASSOCIATE VICE PRESIDENT,OSP 770-653-8092 DISTRICT 4 ENGINEER:JESSE BARRUS JESSE.BARRUS@ITD.IDAHO.GOV TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 Nate Smith Network Specialist-Node Power 920-397-7733 TWIN FALLS CANAL COMPANY JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Chris Haskin Director-Network Engineering 608-664-4443 T I L S O N On a Mission Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 InPoOttleontech.com Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 OTHER REVISIONS Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION ALS Brian Thomason Manager-Network Engineering 785-477-8582 Bob Perkins Director-New Market Implementation 218-568-2112 Jim Scibelli Manager-Field Services 208-996-2755 Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE Todd Naylor NS-1-Route Acquisition 541-797-0539 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET BOl OF B03 FILE NAME:TWINID 0898EA 15 CD ® DOL. GENERAL NOTES Dig Line,Inc. 811 or 800-342-1585 CONSTRUCTION NOTES REVISION NOTES 1. ALL WORK TO BE DONE WITH EXTREME CAUTION!FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE WILL RESULT IN LOSS OF REVENUE.CONTRACTOR SHALL NOT WORK GENERAL NOTE: REV 0 - INITIAL SUBMISSION 07/21/23 TWINID 0898EA 15 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE SEE DIVISION 800 STANDARD DETAILS FOR FUTURE ROAD BUILDOUT CONSTRUCTION AND VERIFY TWIN FALLS,ID APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING DEPTHS WILL BE BELOW FUTURE ROAD CONSTRUCTION. MATERIAL DESCRIPTION QTY ACTUAL GOVERNMENT AGENCY,TDS METROCOMM,OR THE RIGHT-OF-WAY GRANTOR. 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS.SINCE THE ACTUAL LOCATION NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN,THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH 811. 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS,BUT ARE NOT NECESSARILY EXACT.THE CITY DOESN'T OWN/MAINTAIN SEWER SERVICE LATERALS AND THEREFORE WILL NOT BE INCLUDED IN DIGLINE MARKS UNLESS TDS PROVIDES PRIVATE LOCATES. ALL SERVICES ARE TO BE RETURNED TO PRE-CONSTRUCTION FUNCTIONALITY IF DAMAGE BY TDS ACTIVITIES. 5. ANY AND ALL IMPROVEMENTS,SUCH AS ASPHALT OR CONCRETE PAVEMENT,CURBS,GUTTERS,WALKS,DRAINAGE DITCHES,EMBANKMENTS,SHRUBS,TREES, GRASS SOD,ETC.,IF IMPACTED,SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AND PER JURISDICTION STANDARDS. TIME FRAME NOT TO EXCEED SIX(6)WEEKS. 6. FRAC-OUT PLAN TO PREVENT MAJOR FRACK OUTS WHILE PERFORMING HORIZONTAL DRILLING THE CONTRACTOR WILL UTILIZE DRILLING EQUIPMENT WITH PROPERLY SIZED DRILL HEADS FITTED TO THE SIZE OF THE PIPE BEING PLACED AND CONTROLLED FLUID PRESSURES REQUIRED FOR SAFE PULL-BACK.IN MOST CASES THE CONTRACTOR WILL DIG SMALL START PITS AND END PITS TO CONTAIN DRILLING FLUID DURING THE PROCESS.IN THE EVENT OF A SMALL FRACK THE CONTRACTOR MUST BE EQUIPPED WITH HYDRO-VACS,SPILL CONTAINMENT NOODLES, AND SAND BAGS WITH DRILL TRUCKS EQUIPPED WITH 36"SQUEEGEES AND FRESH WATER. THE CONTRACTOR'S CREWS MUST BE TRAINED TO CLEAN UP DRILLING FLUIDS IMMEDIATELY OR DURING THE DRILLING PROCESS. RESTORATION REQUIREMENTS: 1. AGGREGATE SLURRY BACKFILL IS REQUIRED IN ALL TRENCHES UNDER SIDEWALKS,DRIVEWAY APRONS,CURB AND GUTTER AND STREETS.IF A WATER SERVICE CURB STOP IS PRESENT,THE CURB STOP SHALL BE SEPARATE FROM THESE MATERIALS TO ALLOW FOR FUTURE ADJUSTMENTS.ALL TRENCHES,BOULEVARDS,AND OTHER GRASS AREAS SHALL BE BACKFILLED WITH EXCAVATED MATERIAL AND TOP DRESSED WITH 4"OF TOP SOIL,SEED, FERTILIZER AND MULCH.FINAL WALK WITH CITY INSPECTOR FOR SIGN-OFF ON RESTORATION WORK,CONTINGENT ON INSPECTOR ALLOWING PERMIT TO BE CLOSED. 2. MAXIMUM OF 3 OPEN PERMITS,THE FIRST PERMIT MUST CLOSE BEFORE A 4TH PERMIT IS OPENED. CONCRETE: 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL CONCRETE MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF CONCRETE.GENERAL REQUIREMENTS FOR RESTORATION OF CONCRETE ARE AS FOLLOWS: 1.1. FULL PANEL REPLACEMENT FOR ALL PANELS THAT ARE LESS THAN 4'FROM EXCAVATION PLUS 1'.IF THE REMAINING AREA BETWEEN THE EXCAVATION AND THE NEAREST JOINT IS LESS THAN 4',THE ADDITIONAL AREA TO THE NEAREST JOINT SHALL ALSO BE INCLUDED IN THE REPAIR 1.2. ALL JOINTS IN THE NEW SIDEWALK PAVEMENT,INCLUDING WHERE THE NEW CONCRETE MATCHES INTO EXISTING CONCRETE,SHALL BE SAWCUT TO A MAXIMUM DEPTH OF'A 446�� THICKNESS OF THE PAVEMENT BUT NOT LESS THAN 1%2"PRIOR TO BEING SEALED 1.3. ALL JOINTS IN THE PAVEMENT SHALL BE SEALED 1.4. IF SIDEWALK PANELS ARE DAMAGED,FULL SIDEWALK PANELS SHALL BE REPLACED 1.5. DRIVEWAY APRONS THAT ARE 9'OR LESS FROM THE SIDEWALK TO THE BACK OF THE CURB SHALL BE REPLACED IN THEIR ENTIRETY.ON OTHER APRONS,CONTRACTOR SHALL T I L 5 0 N REPLACE FULL PANELS TO THE NEAREST JOINT 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission THE CITY ENGINEERING TECHNICIAN AGAIN FOR INSPECTION PRIOR TO THE PERMANENT T: (207)591-6427 F: (207)772-3427 PATCH BEING INSTALLED. CONTRACTOR TO PROVIDE TEST RESULTS TO PROVE SITE MEETS InPoOtIsontech.com COMPACTION TESTING PRIOR TO CONCRETE PLACEMENT. PROVIDE CONCRETE RESULTS AFTER POURED. ASPHALT: REVISIONS 1. AFTER OBTAINING A PERMIT,THE RESTORATION CONTRACTOR SHALL NOTIFY A CITY DATE DESCRIPTION INITIAL ENGINEERING TECHNICIAN TO HAVE THE RESTORATION LIMITS MARKED OUT.ALL ASPHALT o7/2t/23 INITIAL SUBMISSION ALS MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN THE INITIAL EXCAVATION,BUT NOT LESS THAN 6'IN ANY DIRECTION.THE ASPHALT PATCH WILL BE INSTALLED AT A THICKNESS EQUAL TO THE ADJACENT EXISTING ASPHALT BUT NOT LESS THAN 3"THICK.THE CONTRACTOR MAY BE REQUIRED TO RE-SAWCUT AFTER BACKFILLING IN ORDER TO PROVIDE A STRAIGHT BUTT JOINT. REFER TO TFSD DIVISION 3008.800'S STANDARD DETAILS. 3. FROM NOVEMBER 1 TO APRIL 15TH,CONTRACTOR SHALL INSTALL A COLD MIX ASPHALT SCALE PATCH UNLESS HOT MIX IS AVAILABLE,OR A TEMPORARY CONCRETE PATCH.PERMIT HOLDER MUST MAINTAIN THE TEMPORARY PATCH UNTIL THE PERMANENT PATCH IS SIZE B SHEET: NITS INSTALLED.PERMANENT PATCH MUST BE INSTALLED AFTER MAY,BUT NO LATER THAN SIZE D SHEET: NITS 31 THE FOLLOWING YEAR.LIMITED TO 3 OPEN PERMITS AT A TIME UNTIL COMPLETE. SHEET B02 OF B03 FILE NAME:TWINID 0898EA 15 CD SYMBOLS KEY ® DIG EXISTING PROPOSED EXISTING UNDERGROUND CATV C C AERIAL CABLE A A Dig Line,Inc. CO N D U I T S C H E D U LE 811 or 800-342-1585 EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT DB(1)1" DIRECTIONAL BORE (1)1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E WE DB(2)1" DIRECTIONAL BORE (2)1" EXISTING UNDERGROUND NATURAL GAS G G— CORE BORE C__ __ __ DB(3)1" DIRECTIONAL BORE (3)1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT Ds DB(1)1.251' DIRECTIONAL BORE (1)1.25" DIRECTIONAL BORE MULTIPLE CONDUIT —DH— DB(2)1.25" DIRECTIONAL BORE (2)1.25" TWINID 0898EA 15 EXISTING OVERHEAD ELECTRIC —OE OE FUTURE DIRECT BORE 1F DROP FIBER DB � ` DB(3)1.25" DIRECTIONAL BORE (3)1.25" TWIN FALLS,ID - - �n>3 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 CENTERLINE —CA —C/L PROPOSED HH RIGHT-OF-WAY —R/w — — —R/w — — ELECTRICAL MANHOLE(EMH) ^ EDGE OF PAVEMENT EOP EOP ELECTRICAL METER(EM) tGl SIDEWALK s/w s/w ELECTRICAL HANDHOLE(EHH) m CITY,COUNTY OR STATE BOUNDARY LINE ELECO VAULT(VLT) O PROPERTY LINE —— — — — ELECO CABINET(CAB) m FENCE LINE F/L—O—F/L—F/L— — F/L—O—F/L—F/L—O— TRANSFORMER(TRA) I I GUARDRAIL PEDESTAL(PED) COMMUNICATION MANHOLE(CMH) © FIBER SLACK LOOPS 100 100 COMMUNICATION HANDHOLE(CHH) A4 TERMINAL A4 A4 TRAFFIC SIGNAL(TS) WATER MANHOLE(WMH) 0 38G TERMINAL 68G B8G WATER VALVE(WV) C12 TERMINAL 0 C12 FIRE HYDRANT(HYD) WATER METER(WM) W FOSC 450 ---- f �f ' SEWER VALVE(SV) CAPPED CONDUIT SEWER MANHOLE(SMH) STORM DRAIN MANHOLE(DMH) ®p TIE-IN/CONDUIT COUPLER ® T I L 5 0 N On a Mission CATCH BASIN(CB) ® EXISTING COMM LINE , T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com CULVERT(CUL) >—< EXISTING GAS LINE G REVISIONS GAS MANHOLE(GMH) © EXISTING POWER LINE E DATE DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION ALS GAS VALVE(GV) ®® EXISTING STORM DRAIN LINE SD GAS METER(GM) U EXISTING SEWER LINE SS UNKNOWN MANHOLE(UMH) O EXISTING WATER LINE UNKNOWN HANDHOLE(UHH) n EXISTING IRRIGATION ACCESS SCALE SIZE B SHEET: NITS UTILITY POLE(UP) TREE SIZE D SHEET: NITS LIGHT POLE(LP) SHEET B03 OF B03 TREE FILE NAME:TWINID 0898EA 15 CD NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN — SS SEWER SD STORM DRAIN —E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT T A 0+00 I _y ELECTRIC METER m ELECTRIC CABINET PLANNED AXS 400 LT DUTY HH AT -_ ® ELECTRIC MANHOLE 042.58123413,-1 14.4941 1670 3 LIGHT POLE RANSFORMER IF PLANNED STRUCTURE A (SEE DFN:TWINID_0898EA_03) i OS SEWER MANHOLE © GAS MANHOLE IS NOT YET INSTALLED, ® SEWER VALVE ® GAS VALVE CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#7000-01 GR/GB:Y/ISO l A I`— ❑n TRAFFIC SIGNAL GAS METER :N COMM MANHOLE ® WATER VALVE L:188' y51 © COMM HANDHOLE /^V HYDRANT w COMM PEDESTAL WATER METER r T O DRAINAGE MANHOLE �)UTILITY POLE CATCH BASIN CULVERT 15'UTILITY EASEMENT TWIN FALLS COUNTY �_�, DOC:018738 U/ I ' _ 4 -tall U - - - - T �� TFC7 CO1 RIDGEWAY DR �—nn —/ is 09 c cot Lu * • Lu C 0 C15 CO3 W W o ® W 12 V l 7 W W W N C12 C11 C04 O 0- — - 07 W -� R/W — R/W-- W 0 — —R/W — —.� R/W "cl 0+96 C06 C05 B - _ � Ab0 Y U L:178' A l+88/B 0+70 I u DB(1)1.25" 0+51 CQ A 2+20/B 0+38 vv G 3 L:70' amp 3I DB(2)1.25' I F PARED FOR: 15'UTILITY EASEMENT r T PRE TWIN FALLS COUNTY DOC:018738 A 2+58/B 0+00 PLACE NEW 22"OX21"AXS 500 HH AT I T I L S O N 042,58053523,-1 14,41415825 ACCESS POINT ID:7000-012 GR/GB:Y/ISO:N T:(207(591-6427 F:(207)772-3427 info@filsonfech.com A 3+00 REVISIONS A 3+12 r� DATE I DESCRIPTION INITIAL A 3+20 J ' 07/21/23 INITIAL SUBMISSION AILS ui o � 3 L:164' SCALE DB(1)1.25" w SIZE B SHEET:1"=50' MATCH TO SHEET #CO2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C01 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu••uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO1 GAS LINE W WATER MAIN I IS SEWER SD STORM DRAIN E POWER LINE A 4+22 PLACE NEW — 14"0X24"AXS 400 LT DUTY HH AT ELECTRIC HANDHOLE Q ELECTRIC VAULT 042.5801 1509,-1 14.49416843 I ELECTRIC METER m ELECTRIC CABINET ACCESS POINT ID:7000-013 I I ® ELECTRIC MANHOLE GR/GB:N/ISO:N LIGHT POLE TRANSFORMER O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER it COMM MANHOLE ® WATER VALVE COMM HANDHOLE HYDRANT \ A 4+60 ® COMM PEDESTAL WATER METER 68 i M/a ® DRAINAGE MANHOLE 0 UTILITY POLE A 4+ CATCH BASIN CULVERT A 4+78 68 \ 7 A 4+g5 11 7 15'UTILITY EASEMENT R •w R_ ` p TWIN FALLS COUNTY — R".w — DOC:018738 7 col U 3 A 5+75 PLACE NEW \ rh 14"GX24"AXS 400 LT DUTY HH AT pa 042.57971037,-114.49417379 t 09 C CO2 Lu ACCESS POINT ID:7000-014 w GR/GB:N/ISO:N r —_� C o C15 CO3 C12 Cll C04 w I C13 C06 C05 U L.169' DB(1)1.25 vv G o • � w I PREPARED FOR: ETILSON A 7` I T:(207(591-6427 F:(207)772-3427 A 7+25—I I info@tilsonfech.com w .n. _ REVISIONS I I I 07DATE/21/23 INITIDALSUBMIISOSION INITIAL A 7+44 PLACE NEW A 7+35 14"OX24"AXS 400 LT DUTY HH AT 042.57926755,-114.49417920 ACCESS POINT ID:70 ISO:N I I 4 SCALE GR/GB:N/ISO:N B(JL:139' 3 SIZE BSHEET:1"=50' MATCH TO SHEET #CO3 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS CO2 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ................ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO2 GAS LINE W WATER MAIN SS SEWER SD STORM DRAIN S —E POWER LINE ' - E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 15'UTILITY EASEMENT I E ( I lb ELECTRIC METER m ELECTRIC CABINET TWIN FALLS COUNTY wl N ELECTRIC MANHOLE w DOC:018738 L — II I ® TRANSFORMER LIGHT POLE $O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE A 8+83 PLACE NEW TRAFFIC SIGNAL GAS METER 14"OX24"AXS 400 LT DUTY HH AT I ^ 042.57888508,-114.49418186 p DC COMM MANHOLE ® WATER VALVE ACCESS POINT ID:7000-016 D COMM HANDHOLE HYDRANT } � - � Q � GR/GB:N/ISO:N j Z ® COMM PEDESTAL Q WATER METER 4 \ Q OD DRAINAGE MANHOLE C-0)UTILITY POLE F , \ U 3 CATCH BASIN CULVERT � W ♦ 46 1 i. U) T--I L:239' U 7 DB(1)1.25" 7 col w # U I + . 09 C CO2 LU W w O W j _ O C 0 C15 = CO3 , J 1 v, Z - alit A C12 C11 C04 0 of = I-3 3 C13 C06 C05 A 11+22 PLACE NEW PREPARED FOR: 14"OX24"AXS 400 LT DUTY H H AT ' 042.57823626,-1 14.49421787 ACCESS POINT ID:7000-017 I +� GR/GB:N/ISO:N A11+40 ETILSON L:86' T:(207(591-6427 F:(207)772-3427 DB(1)1.25" info@tilsonfech.com REVISIONS DATE DESCRIPTION INITIAL \ 07/21/23 INITIAL SUBMISSION AILS M/H M/N- 3 FALLS AVE W I SCALE FALLS AVE W SIZE BSHEET:1"=50' MATCH TO SHEET #C04 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS CO3 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #CO3 GAS LINE W WATER MAIN SS SEWER —SD STORM DRAIN —E POWER LINE _ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT W— I ELECTRIC METER m ELECTRIC CABINET W V ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE R/W — O$ SEWER MANHOLE © GAS MANHOLE �- RW — -- R W _ DB(1)1.25'ij' / / ® SEWER VALVE ® GAS VALVE A 12+08/ ❑n TRAFFIC SIGNAL GAS METER C 0+00 PLACE NEW 22"CdX21"AXS 500 HH AT © COMM MANHOLE ® WATER VALVE 042.57804947,-114.49428719 COMM HANDHOLE HYDRANT ACCESS POINT ID:7000-018 © GR/GB:Y/ISO:N ® COMM PEDESTAL WATER METER A 12+18 O DRAINAGE MANHOLE 0 UTILITY POLE A 12+38 I I ® CATCH BASIN CULVERT A 12+52 I I � 1 s� I A U .r 7 col Q? i 09 C�4 CO2 Lu LL.I — C 0 C15 CO3 C12 C11 C04 O L:153' L:285' I cl3 Cob Cos DB(1)1.25" DB(1)1.25" I i u A 15+86/D 0+00 PLACE NEW - 22"OX21"AXS 500 HH AT \ 042.57731574,-1 14.49450584 \ C� ACCESS POINT ID:7000-019 vv G GR/GB:Y/ISO:N F A 14+93/A 16+79 _ \ I pm PREPARED FOR: D ETILSON T:(207(591-6427 F:(207)772-3427 L - W EST W N D D R info@filsonfech.com 1r / REVISIONS W _ _ DATE I DESCRIPTION INITIAL R/W __ R 07/21/23 INITIAL SUBMISSION ALS — R/W � w L:356' / DB(1)1.25" I I SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C05 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C04 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C04 GAS LINE W WATER MAIN pr — IS SEWER — SD STORM DRAIN —E POWER LINE \ E] ELECTRIC HANDHOLE Q ELECTRIC VAULT d' ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE �y ' lUl TRANSFORMER LIGHT POLE Z7 SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER - I © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT w 3 I ® COMM PEDESTAL WATER METER \, p DRAINAGE MANHOLE �)UTILITY POLE ® CATCH BASIN CULVERT U X CO, 09 c CO2 UJI # I 71: LL.I � � ,- �� �, C 0 C15 CO3 A 20+35 PLACE NEW (f� 14"OJX24"AXS 400 LT DUTY HH AT I I�w 042.57633883,-114.49416470 A C12 cr1 C04 O ACCESS POINT ID:7000-020 I t GR/GB:Y/ISO:N C13 C06 C05 3 Q OPTITAP:20/80 vv L:325' A 20+56 DB(1)1.25" L:400' I PREPARED FOR: ' M/a M/ _ BOBBINS AVE mil W _ W 0TIL - ON -W --- I + S T:(207(591-6427 F:(207)772-3427 R/W W - info@filsonfech.com - REVISIONS R�W DATE I DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION AILS —RIW � R/W — SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C05 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C11 GAS LINE W WATER MAIN IS SEWER SD STORM DRAIN E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE TRANSFORMER LIGHT POLE — O SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE Q TRAFFIC SIGNAL GAS METER W � © COMM MANHOLE ® WATER VALVE • © COMM HANDHOLE HYDRANT a ® COMM PEDESTAL Q WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ID CATCH BASIN CULVERT I M Ln •-� O � col l 09 C CO2 W I W ui I ui C 0 C15 CO3 v, I v, A C12 cll C04 O I O r A 24+90 PLACE NEW A 23+60 PLACE NEW 15'UTILITY EASEMENT Cl, Cob Cos 14"OJX24"AXS 400 LT DUTY HH AT 14"OJX24"AXS 400 TIER 8 HH AT TWIN FALLS COUNTY 042.57630813,-1 14.49583185 042.57630721,-1 14.49535212 DOC:021648 U ACCESS POINT ID:7000-020-1.1 ACCESS POINT ID:7000-020-1 U r GR/GB:Y/ISO:N GR/GB:N/ISO:N CQ L:130' OPTITAP:30/70 Q a ` — — /a PREPARED FOR -M M/a : MAI DB ' • • t - ETILSON R/W R/W R/W W R/W W —W R W W / � T:(207)591-6427 F:(207)772-3427 info@filsonfech.com ML REVISIONS DATE I DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C06 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN SHADOWLEAF VE W — SS SEWER a/W SD STORM DRAIN —E POWER LINE R/W R/W R/Wwu R 7W ELECTRIC HANDHOLE Q ELECTRIC VAULT I� I ELECTRIC METER m ELECTRIC CABINET /n 7 3/n --,—�3/n 3/n \ I`L� ® ELECTRIC MANHOLE TRANSFORMER �� \ LIGHT POLE dWASO A, MIN \ ` O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE 3�n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE \ © COMM HANDHOLE HYDRANT • \ ® COMM PEDESTAL `l91' WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE \ ® CATCH BASIN CULVERT U/E U/E U/E U/ U/E 00 M a M/a M/a — U rl w7' O - -- — M/a — — /a O 7 CO1 U U 09 W RIDGEWAY DR C CO2W LL.I W W p LLJ C 0 C15 CO3 —W W ! R/yy (n — � DB RAW ---__R/W Da R/W A C12 Cll C04 U/E - DB O - U E � C13 COb COS B 12+40 B 104 L:351' B 8+31 I D_ ; B 5+81 B 4+14 = b U 3 m DB(1)1.25" O B 6+02 DB(8)1.25" B 2+48/A 3+94 I , ` L:338' B 12+19 o B 10+21 B 8+09 V DB(1)1.25" 3 O \ DB(2)1.25" Q DB(1) 3 Z 1.25" 15'UTILITY EASEMENT �' _ TWIN FALLS COUNTY I 15'UTILITY EASEMENT 15'UTILITY EASEMENT o DOC:018738 TWIN FALLS COUNTY TWIN FALLS COUNTY c i I m PREPARED FOR: DOC:018738 DOC:018738 T OPTITAP:20/80 B 11+56/X 0+00 PLACE NEW B 10+87/M 0+00 PLACE NEW B 7+35 PLACE NEW B 6+72/J 0+00 PLACE NEW 14"OJX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT I B 3+21 /H 0+00 PLACE NEW ETILSON 14"OX24"AXS 400 TIER 8 HH AT 14"O)X24"AXS 400 TIER 8 HH AT 042.58054111,-114,49577168 aT I 14"O)X24"AXS 400 LT DUTY HH AT 042.58055278,-114.49677925 w 042,58055267,-114,49652289 w 042.58054161,-114.49553685 - ACCESS POINT ID:7001-003 \ ACCESS POINT ID:7001-002 042.58054518,-114.49477848 ACCESS POINT ID:7001-005 �� ACCESS POINT ID:#7001-004 ACCESS POINT ID:7001-001 T:(207(591-6427 F:(207J 772-3427 GR/GB:Y/ISO:N `: GR/GB:Y/ISO:N GR/GB:N/ISO:N GR/GB:Y/ISO:N info@tilsontech.com w GR/GB:Y/ISO:N REVISIONS ° Z W L:63' [DOC: Y EASEMENT z� Q DB(1)1.25" L:200' DATE DESCRIPTION INITIAL LLS COUNTY T UTILITY EASEMENT _ TWIN FALLS COUNTY 07/21/23 INITIAL SUBMISSION AILS 8738 Z DOC:018738 L.'25" 0 3 DB(1)1.25" SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 14 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C07 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu••uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE GAS LINE W WATER MAIN pr- HADOWLEAF AVE - SS- SEWER RAW R/W —— E STORM DRAIN POWER LINE S % ID ELECTRIC HANDHOLE Q ELECTRIC VAULT 'p wr mill lb/ 3/n 3/n - ELECTRIC METER m ELECTRIC CABINET 3/n— ELECTRIC MANHOLE � TRANSFORMER T ! LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE TRAFFIC SIGNAL GAS METER J COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL `l91' WATER METER * (� DRAINAGE MANHOLE 0 UTILITY POLE d' ® CATCH BASIN CULVERT - U/E /E U/E U/E U/E '+ 3 M/N M/21 M/8 MIN �. —MIN RIDGEWAY DR U 7 cot - w w *k w W 09 c CO2 W w Lu Lu q, C 0 C15 CO3 R/W \ 0 � R W = a CO-) I U/E --U/E— U E D 3/ e6 A c12 cn coa O 3 \ I if L C13 C06 C05 B 18+06 L:349' B 16+38 B 14+04 CD \ m DB(1)1.25" 3 B 18+33 B 16+21 I B 14+26 U L:70' DB(1)1.25" 15'UTILITY EASEMENT 15'UTILITY EASEMENT Q I I TWIN FALLS COUNTY I I I TWIN FALLS COUNTY 15'UTILITY EASEMENT I DOC:018738 TWIN FALLS COUNTY I DOC:018738 CRESTVIEW DR DOC:018738 C I I PREPARED FOR: ` B 19+70 PLACE NEW B 19+00/U 0+00 PLACE NEW m 14"OX24"AXS 400 LT DUTY HH AT c 14"OX24"AXS 400 LT DUTY HH AT 042.58055638,-1 14.49871566 m w 042.58055715,-1 14.49845528 L. 5 ACCESS POINT ID:7001-009 ACCESS POINT ID:7001-008 _ DB(1)1.25" ' ► GR/GB:N/ISO:N GR/GB:Y/ISO:N B 15+51 /T 0+00 PLACE NEW B 14+94/Q 0+00 PLACE NEW T I L 5 0 N 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT I O 042.58055721, 114.49770969 042.58055801,-114.49749624 o ACCESS POINT ID:7001-007 ACCESS POINT ID:7001-006 T:(207(591-6427 F:(207J 772-3427 15'UTILITY EASEMENT w O w Q nfo@}ilsoniech.com I� I TWIN FALLS COUNTY 1 GR/GB:Y/ISO:N J GR/GB:Y ISO:N DOC:018738 O O REVISIONS L:57' 0 O W DB(1)1.00" DATE DESCRIPTION INITIAL 'L 0 0 07/21/23 INITIAL SUBMISSION AILS c0 m Lu L:139' _ _ L:138' � L:180' \ DB(1)1.25" DB(1)1.25" w DB(1)1.25" SCALE �F SIZE B SHEET:1"=50' MATCH TO SHEET #C09 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C08 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C08 GAS LINE W WATER MAIN SS SEWER • m SD STORM DRAIN j ! I Q 1+46 —E POWER LINE — ` E] ELECTRIC HANDHOLE Q ELECTRIC VAULT 3 f\rl Q 1+55 ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U 1+39 PLACE NEW T 1+38 PLACE NEW lUl TRANSFORMER LIGHT POLE 14IA 6i "OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT O SEWER MANHOLE © GAS MANHOLE 042.58017531,-114.49845083 042.58017944,-114.49770643 3 ACCESS POINT ID:7001-008.1 ACCESS POINT ID:7001-007.1 Q 1+68 ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:N GR/GB:Y/ISO:N I L:300' 0 TRAFFIC SIGNAL GAS METER Ld B 21+19 PLACE NEW \ Q 1+80 PLACE NEW © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 LT DUTY HH AT ( COMM HANDHOLE HYDRANT \ 14"OX24"AXS 400 LT DUTY HH AT �T I 042.58010204,-114.49750537 042.58014840,-1 14.49871049 COMM PEDESTAL WATER METER Q ACCESS POINT ID:7001-010 o ACCESS POINT ID:7001-006-1 m 3 GR/GB:N/ISO:N w GR/GB:N/ISO:N O DRAINAGE MANHOLE 0 UTILITY POLE \ w ® CATCH BASIN CULVERT 3 L:64' L:116' DB(1)1.25" L:58' DB(1)1.25" DB(1)1.25" A .y L:150' c V 0+80 PLACE NEW R 0+70 PLACE NEW DB(1)1.25" m 14"OX24"AXS 400 LT DUTY HH AT 14"QX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT 042.57977925,-114.49847047 042.57978375,-114.49771841 TWIN FALLS COUNTY ACCESS POINT ID:7001-011.1 ACCESS POINT ID:7001-006-2.1 DOC:018738 GR/GB:N/ISO:N GR/GB:N/ISO:N U 7 col 15'UTILITY EASEMENT m Q 2+96/R 0+12 4 TWIN FALLS COUNTY 3 L:17' L:12' 09 C CO2 DOC:018738 DB(2)1.25" DB(2)1.25" w \� i 15'UTILITY EASEMENT LLJ C 0 C15 CO3 TWIN FALLS COUNTY 3 7 OPTITA P:40/60 _ V 0+64/V 0+97 DOC:018738 OPTITAP:40/60 O 3 Q 3+08/R 0+00 PLACE NEW A C12 Cl1 C04 \ B 22+69/V 0+00 PLACE NEW O 14"OX24"AXS 400 LT DUTY HH AT O 14"OX24"AXS 400 LT DUTY HH AT , w J ? 042.57974891,-1 14.49750595 C13 Cob C05 042.57973577,-114.49870638 1 L;128' L;144' � ACCESS POINT ID:7001-006-2 = i Y ACCESS POINTID:7001-011 DB(1)1.25" ' DB(1)1.25" O GR/GB:Y/ISO:N� O GR/GB:Y/ISO:N I (2 L:154' U o , Z DB(1)1.25" �" O 15'UTILITY EASEMENT Lu Q TWIN FALLS COUNTY L:400' DOC:018738 L:155' O PREPARED FOR: ` DB(1)1.25" 3 V 2+25 PLACE NEW R 2+13 PLACE NEW m I Q 4+62 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT I I 14"OX24"AXS 400 LT DUTY HH AT m n 042.57938360,-1 14.49847051 042.57938878,-1 14.49771541 I 042.57932850,-1 14.49750007 L:400' w w ACCESS POINT ID:7001-011.2 ACCESS POINT ID:7001-006-2.2 i ACCESS POINT ID:7001-006-3 GR/GB:Y/ISO:N GR/GB:Y/ISO:N GR/GB:N/ISO:N B 24+23 PLACE NEW ETILSON J 14"OX24"AXS 400 LT DUTY HH AT r / 042.57931245,-1 14.498701 16 T:(207(591-6427 F:(207)772-3427 ACCESS POINT ID:7001_012 w nfo@}ilsoniech.com GR/GB:N/ISO:N I - _ I 3 I _ REVISIONS \ _ DATE DESCRIPTION INITIAL L:117' I I 07/21/23 INITIAL SUBMISSION AILS DB(1)1.25" ��j m MAGIC DR L.148' SCALE c 'DB(1)1.25" SIZE B SHEET:1"=50, MATCH TO SHEET #C 10 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C09 OF C 15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C09 GAS LINE w WATER MAIN 3 m W — SS SEWER 15'UTILITY EASEMENT — — STORM DRAIN • 1 w � _ W —E E POWER LINE TWIN FALLS COUNTY I O L:64, E] ELECTRIC HANDHOLE QELECTRIC VAULT DOC:018738 O j DB(1)1.25" O - s ELECTRIC METER m ELECTRIC CABINET ELECTRIC MANHOLE W 0+96 P6 LACE NEW S 1+57 PLACE NEW �L 3 ® TRANSFORMER O 14"(dX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT O LIGHT POLE 042.57399027,-114.49846245 042.57899568,-1 14.49771054 \ 3 O O O SEWER MANHOLE © GAS MANHOLE ACCESS POINT ID:7001-013.1 ACCESS POINT ID:7001-006-4.3 � m GR/GB:Y/ISO:N GR/GB:Y/ISO:N °o w ® SEWER VALVE ® GAS VALVE Z \ Q 6+10/S 0+00 PLACE NEW Z W ❑n TRAFFIC SIGNAL GAS METER ( ) W 14"(dX24"AXS 400 LT DUTY HH AT DB 2 1.25" I m 042.57892192,-1 14.49749576 © COMM MANHOLE ® WATER VALVE B 25+73 W 0+00 PLACE NEW ACCESS POINTID:7001-006-4 ( COMM HANDHOLE HYDRANT / ❑ 15'UTILITY EASEMENT I I GR/GB:Y/ISO:N � 14"�X24"AXS 400 LT DUTY HH AT I c COMM PEDESTAL Q WATER METER 042.57890340,-114.49870103 TWIN FALLS COUNTY I! ACCESS POINT ID:7001-013, DOC:018738 OPTITAP:TERMINATING O DRAINAGE MANHOLE �)UTILITY POLE 3 GR/GB:Y/ISO:N ® CATCH BASIN CULVERT c OPTITAP:TERMINATING I I \ - L:36' m DB(2)1.25" B 26+03 i Q 6+46/S 0+36 S 0+94 Ld 0 a L:104' U C) ` 3/fl \fie DB(1)1.25" T-A col \ L:136' / DB(1)1. 5" 3 \ Q 6+95 U DB(1)1.25" M/a M/a �h 09 C CO2 KENBROOK LOOP LU 3 \ 3 w 15'UTILITY EASEMENT w C o C15 CO3 m \ TWIN FALLS COUNTY W W w o DOC:018738 A C12 cl1 coa B 26+67 O Q 7+50 PLACE NEW C13 Cob Cos -- _U/E— 14"OX24"AXS 400 LT DUTY HH AT �� 042.57858117,-114.49743663 U ACCESS POINT ID:7001-006-4.1 GR/GB:N/ISO:N \ B 27+08 PLACE NEW ( U�E B 28+38 PLACE NEW \� E L:65' ER 14"OX24"AXS 400 LT DUTY HH AT j 14"OX24'AXS 400 LT DUTY HH AT DB(1)1.25" 042.57855761,-1 14.49870858 042.57860664,-114.49826916 ` ACCESS POINT ID:7001-013.2 L:129' ACCESS POINT ID:7001-013.3 Q 7+88 x PREPARED FOR: 3 GR/GB:N/ISO:N B 27+49 - DB(1)1.25" GR/GB:Y ISO:N — I 1 8+15 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 042.57853775,-1 14.49765712 ACCESS POINT ID:7001-006-4.2 \ GR/GB:Y/ISO:N ETILSON 3/n 3/n _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com - MIN _ - 3 REVISIONS DATE I DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION AILS S -- — W W ' W w w w- -w- SCALE }� w SIZE B SHEET:1"=50' MATCH TO SHEET #C 12 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C10 OF C15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER .u•............ FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C15 GAS LINE W WATER MAIN SS SEWER FALLS AVE W —SD— STORM DRAIN E POWER LINE 1/1/. _ W _W E] ELECTRIC HANDHOLE Q ELECTRIC VAULT W W ELECTRIC METER m ELECTRIC CABINET _ W _ B R W DB DB W — ® ELECTRIC MANHOLE R W B TRANSFORMER R/ DB LIGHT POLE LJ O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE L:175' C 6+34 PLACE NEW L:316' C 3+18 PLACE NEW L:16T C 1+51 PLACE NEW ❑TS TRAFFIC SIGNAL GAS METER 1 DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" 14"OJX24"AXS 400 TIER 8 HH AT DB(1)1.25" 14"OJX24"AXS 400 TIER 8 HH AT © COMM MANHOLE ® WATER VALVE 042.57807636,-114.49664073 042.57806460,-114.49546843 042.57805660,-114.49484783 © COMM HANDHOLE HYDRANT ACCESS POINT ID:7000-018-3 ACCESS POINT ID:7000-018-2 ACCESS POINT ID:7000-018-1 GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N ® COMM PEDESTAL Q WATER METER I O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT - N � I r 7 col -L - 09 C CO2 Lu LJJ Lu Lu q C 0 C15 CO3 �_ ��_//�� T Vl C12 Cll C04 ' Cl, C06 C05 low_ 11 U L:26' E 0+64 PLACE NEW D 1+70 PLACE NEW U DB(1)1.00" 14"OJX24"AXS 400 TIER 8 HH AT 14"OJX24"AXS 400 LT DUTY HH AT Q I 042.57733792,-1 14.49637336 042.57731946,-1 14.49513660 Q C ACCESS POINT ID:7000-019-4.1 ACCESS POINT ID:7000-019-1 G GR/GB:Y/ISO:N GR/GB:N/ISO:N L:17' ` L:113' 1 L:47' {I DB(2)1.25" PREPARED FOR: DB(1)1.25" . , DB(1)1.25" L:42' r DB(1)1.25" D 1+53/D 1+87 _ •_ L:73' R/ R/VV r ETILSON T:(207(591-6427 F:(207)772-3427 -- info@filsonfech.com D 5+78/E 0+17 _ _ REVISIONS • W — DATE I DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION ALS L:129' L:18' D 6+91 PLACE NEW D 5+61 /E 0+00 PLACE NEW L:259' D 3+02 PLACE NEW D 2+29 PLACE NEW R/W DB(1)1.25" DB(1)1.00" 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 LT DUTY HH AT DB(1)1.25" 14"OJX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT I I S UTILITY EASEMENT 042.57721097,-1 14.49678992 042.57720882,-114.49630834 042.57720449,-114.49534514 042.57720319,-114.49507453 TWIN FALLS COUNTY ACCESS POINT ID:7000-019-5 L:17' ACCESS POINT ID:7000-019-4 ACCESS POINT ID:7000-019-3 ACCESS POINT ID:7000-019-2 L:36' DOC:021 AAR SCALE GR/GB:N/ISO:N DB(2)1.25" GR/GB:Y/ISO:N GR/GB:N/ISO:N GR/GB:N/ISO:N DB(1)1.00" SIZE B SHEET:1"=50' MATCH TO SHEET #C06 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C11 OF C15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCr///� o2c ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL -DB-DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. -DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu•.uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C10 GAS LINE w WATER MAIN SS SEWER FALLS AVE W —SD— STORM DRAIN _ _ —E POWER LINE -� E] ELECTRIC HANDHOLE Q ELECTRIC VAULT _ - ELECTRIC METER m ELECTRIC CABINET / R/W R/W R/W -�- R/W ® ELECTRIC MANHOLE lUl TRANSFORMER LIGHT POLE / O$ SEWER MANHOLE © GAS MANHOLE ® SEWER VALVE ® GAS VALVE r J ❑n ;u C 8+09 PLACE NEW TRAFFIC SIGNAL GAS METER 3 C COMM MANHOLE WATER VALVE 14"OX24"AXS 400 TIER 8 HH AT O 042.57807063,-114.49729089 © COMM HANDHOLE HYDRANT 3 ACCESS POINT ID:7000-018-4 ^ � GR/GB:Y/ISO:N I� COMM PEDESTAL `l�1' WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT � r-I 1 7 col 3 11 09 c CO2 Lu Lu C 0 C15 CO3 D C12 Cll C04 L:30' G 0+59 PLACE NEW r C13 C06 C05 DB(1)1.00" 14"OX24"AXS 400 TIER 8 HH AT 042.57734654,-1 14.49852684 U ACCESS POINT ID:7000-019-8.1 10'UTILITY EASEMENT F 1+41 PLACE NEW L 3 GR/GB:Y/ISO:N TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT r DOC:027645 042.57735987,-114.49760078 Q D 12+74 PLACE NEW L:44' D 11+44/G 0+00 PLACE NEW ACCESS POINT ID:7000-019-6.1 14"OX24"AXS 400 TIER 8 HH AT DB(1)1.25" 14"OX24"AXS 400 TIER 8 HH AT L:52' GR/GB:Y/ISO:N 042.577232301-114.49895431 042.57722487,-114.49847273 DB(1)1.25" ACCESS POINT ID:7000-019-9 ACCESS POINT ID:7000-019-8 PREPARED FOR: a M GR/GB:N/ISO:N M/a GR/GB:Y/ISO:N _3/n_ M/a� 3 M/b c R/W - 4_ ETILSON T:(207(591-6427 F:(207)772-3427 W - - -- info@filsonfech.com 3 a DB DB REVISIONS R DATE DESCRIPTION INITIAL D 13+51 .�. R/W- 07/21/23 INITIAL SUBMISSION AILSL:29' 1 u- D 8+20/F 0+00 PLACE NEW DB(1)1.00" DB(1)1.00" D 10+10 PLACE NEW D 9+09/F 0+88 L:36' L:115' 14'OX24"AXS 400 TIER 8 HH AT DB(1)1.00" DB(1)1.25" D 1 1+59/G 0+15 L:134' 14"OX24"AXS 400 TIER 8 HH AT 042.57721337,-114.49727038 DB(1)1.25" 042.57721839,-114.49797560 L:101, L:88' ACCESS POINT ID:#7000-019-6 L:258' L:15' ACCESS POINT ID:7000-019-7 DB(1)1.25" DB(2)1.25" GR/GB:Y/ISO:N SCALE 3 DB(1)1.25" DB(2)1.25" GR/GB:N/ISO:N SIZE B SHEET:1"=50' MATCH TO SHEET #C13 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C12 OF C15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 12 GAS LINE W WATER MAIN _ SS SEWER SD STORM DRAIN E POWER LINE Z71 ELECTRIC HANDHOLE V ELECTRIC VAULT Tw lb ELECTRIC METER m ELECTRIC CABINET 3 ® ELECTRIC MANHOLE TRANSFORMER - ' LIGHT POLE O$ SEWER MANHOLE © GAS MANHOLE . ® SEWER VALVE ® GAS VALVE ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE 3 © COMM HANDHOLE HYDRANT L.32' COMM PEDESTAL Q WATER METER DB(1)1.00" O DRAINAGE MANHOLE 0 UTILITY POLE -_ ® CATCH BASIN CULVERT 2 PIPES n l OPTITAP:20/80 D 15+32 PLACE NEW I� 14"OX24"AXS 400 TIER 8 HH AT C 042.57673769,-1 14.49924282 ko LI ACCESS POINT ID:7000-019-10 U col o� GR/GB:N/ISO:N MIST DR DB(1)1.25" I 09 c CO2 Lu D 15+94 PLACE NEW U I q, C 0 C15 CO3 14"OX24"AXS 400 TIER 8 HH AT 042.57656929,-114.49924660 I y ( C12 Clt C04 ACCESS POINT ID:7000-019-11 D 18+47 PLACE NEW D 20+27 PLACE NEW D 22+16 PLACE NEW O GR/GB:N/ISO:N 14"0X24"AXS 400 TIER 8 HH AT _ 14"0X24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 042.57634849,-1 14.49864950 042.57634440,-1 14.49798044 042.57634313,-1 14.49727636 C13 C06 co, ACCESS POINT ID:7000-019-12 ACCESS POINT ID:7000-019-13 ACCESS POINT ID:7000-019-13.1 = � Y GR/GB:N/ISO:N GR/GB:N/ISO:N GR/GB:Y/ISO:N W D 16+82 D 17+17 D 17+33� L:253' � - LU DB(1)1.25" L:77' L:180' L:24' OPTITAP:TERMINATING L:189' r 3 DB(1)1.00" DB(1)1.25" DB(1)1.00" T DB(1)1.25" Q i 1� G 6�— PREPARED FOR: ` W W - W -W- ' RAW _ ETILSON - RAW R/W _ T:(207(591-6427 F:(207)772-3427 ;o Ti info@filsonfech.CoM REVISIONS DATE I DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION AILS SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C13 OF C15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C07 GAS LINE w WATER MAIN IS SEWER L:63' TTl SD STORM DRAIN E POWER LINE DB(1)1.25" I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER ELECTRIC CABINET I 1 I I OPTITAP:40/60 L:300' ® ELECTRIC MANHOLE TRANSFORMER i — I I I •� LIGHT POLE W H 1+38PLACENEW ® SEWER MANHOLE ® GAS MANHOLE SEWER VALVE GAS VALVE # 14"OX24"AXS 400 TIER 8 HH AT TRAFFIC SIGNAL GAS METER M 1+56 PLACE NEW K 0+63 PLACE NEW J 1+38/K 0+00 PLACE NEW 042.58016582,-114.49478296 X 1+53 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT _ _ 14"OX24"AXS 400 LT DUTY HH AT ACCESS POINT ID:7001-001-1 I 3 © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 LT DUTY HH AT 1 I 042.58012574,-1 14.49652246 042.58016175,-1 14.49576585 I 042.58016240,-1 14.49553225 GR/GB:N/ISO:N © COMM HANDHOLE HYDRANT 042.58013247,-114.49677800 ACCESS POINT ID:7001-004-1 ACCESS POINT ID:7001-002-1.1 I ACCESS POINT ID:7001-002-1 ^ ACCESS POINTID:7001-005.1 I 3 3 O ® COMM PEDESTAL l�l WATER METER GR/GB:N/ISO:N GR/GB:N/ISO:N o GR/GB:Y/ISO:N m GR/GB:Y/ISO:N �O I O L:145' OD DRAINAGE MANHOLE 0 UTILITY POLE w L:139' L:149' I L:144' DB(1)1.25" O DB(1)1.25 ® CATCH BASIN CULVERT DB(1)1.25" J " I DB(1)1.25" c Z c L:500' rn O c m V) = L:42' m Z U DB(1)1.00" N 2+31 PLACE NEW 3 Q M 2+94 PLACE NEW � 14"OX24"AXS 400 LT DUTY HH AT 0 14"OX24"AXS 400 LT DUTY HH AT K 2+12 PLACE NEW 15'UTILITY EASEMENT N 4A 042.57975334,-114.49677286 Z 042.57974611,-114.49651367 14"OX24"AXS 400 TIER 8 HH AT L:300' TWIN FALLS COUNTY 0 ACCESS POINT ID:7001-004-3.2 Z ACCESS POINT ID:7001-004-2 042.57975183,-114.49576321 DOC:018738 O 7 col U GR/GB:Y/ISO:N \ ZD GR/GB:N/ SO:N ACCESS POINT ID:7001-002-1.2 J 2+83 PLACE NEW U GR/GB:Y/ISO:N I 14"OX241.AXS 400 TIER 8 HH AT 042.57976645,-114.49553253 15'UTILITY EASEMENT I I ACCESS POINT ID:7001-002-2 OPTITAP:30/70 09 C Cot w I I TWIN FALLS COUNTY I GR/GB:N/ISO:N LuDOC:018738 Lu _ J 1 I Lu C O C15 CO3 ---�- H 2+83 PLACE NEW 15'UTILITY EASEMENT I � 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 042.57976991,-114.49478820 A C12 Cl1 C04 O 15'UTILITY EASEMENT DOC:018738 ACCESS POINT ID:7001-001-2 15'UTILITY EASEMENT I 3 TWIN FALLS COUNTY , GR/GB:N/ISO:N TWIN FALLS COUNTY DOC:018738 DOC:018738 w m P C13 C06 C05 \ � L:144' U DB(1)1.25" L:162' � L:159' L:51' L:144' CQ DB(l)1.25" w DB(1)1.25" DB(1)1.001, DB(1)1.25" - G 3 ! PREPARED FOR: J 4+27/L 0+00 PLACE NEW H 4+27 PLACE NEW M 4+53/N 0+00 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 TIER 8 HH AT 0 14"OX24"AXS 400 LT DUTY HH AT L:55' 042.57937056,-1 14.49552239 042.57937382,-1 14.49479309 O 042.57930954,-114.49651215 DB(1)1.25" ACCESS POINT ID:7001-002-3 ACCESS POINT ID:7001-001-3 0 1 ACCESS POINT ID:7001-004-3 3 GR/GB:Y/ISO:N GR/GB:N/ISO:N T I L S O N Z GR/GB:Y/ISO:N L 0+69 PLACE NEW \ OPTITAP:TERMINATING O OPTITAP:40/60 14"OX24"AXS 400 TIER 8 HH AT I L:143' = T:(207(591-6427 F:(207)772-3427 042.57933359,-1 14.49572556 DB(1)1.25" info@tllsontech.com I 3 ACCESS POINT ID:7001-002-3.2 U GR/GB:N/ISO:N REVISIONS L:500' I m DATE DESCRIPTION INITIAL I � T' DB(2)1.25" 3 07/21/23 INITIAL SUBMISSION AILSLJ N 0+69 PLACE NEW 10 L L:138 138'.25 L.152'DB(1)1.25" _ J 4+40/L 0+14 14"OX24"AXS 400 LT DUTY HH AT L:6 L:200' L 1+08 042.57930900,-114.49676979 DB(1)1 25" \ DB(1)1.25" ACCESS POINT ID:7001-004-3.1 o SCALE GR/GB:N/ISO:N \ �� SIZE B SHEET:1"=50, MATCH TO SHEET #C 15 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV ALS C14 OF C15 0 NOTES: BIGLINEO 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. _ _ 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. CCU//� o2c 7 ou�r� 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN % } ARE BASED SOLELY ON INFORMATION AS RECEIVED BY MUNICIPALITY/COUNTY SOURCES AND HAVE NOT BEEN ALTERED. 4) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE (6"MINIMUM,REFER TO TFSD-306)FROM EXISTING UTILITIES UNLESS OTHERWISE NOTED ON JURISDICTION PERMIT NOTES. TWINID_0898EA_15 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • PROPOSED HANDHOLE CONDUIT UNDER SIDEWALK PANEL AT 90 DEGREES FROM ACCESS POINT AND CAP CONDUIT TO EDGE OF ROW.REFER TO TYPICAL —DB—DB— PROPOSED DIRECTIONAL MULTIPLE BORE DETAIL C ON SHEET D01. —DB—DB— PROPOSED DIRECTIONAL BORE DB—DB— FUTURE DIRECT BORE 1 F DROP FIBER ououu..uu FUTURE DIRECT BURY 1 F DROP FIBER R/W RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C14 GAS LINE W WATER MAIN Tog SS SEWER SD- STORM DRAIN w L 1+17 > -E POWER LINE E] ELECTRIC HANDHOLE Q ELECTRIC VAULT H 5+70 PLACE NEW JPP ELECTRIC METER m ELECTRIC CABINET _ 0 14"(DX24"AXS 400 TIER 8 HH AT ELECTRIC MANHOLE i \ D (1 1.00" 042.57898050,-114.49479826 ® �y LIGHT POLE lUl TRANSFORMER 15'UTILITY EASEMENT � DB 1 I Z ( ) ACCESS POINT ID:7001-001-4 L:67' TWIN FALLS COUNTY 2 PIPES GR/GB:N/ISO:N I \ O$ SEWER MANHOLE © GAS MANHOLE DOC:018738 = ® SEWER VALVE ® GAS VALVE DB(1)1.25" J 5+70 PLACE NEW \ U fTl ❑n TRAFFIC SIGNAL GAS METER 14"0X24"AXS 400 TIER 8 HH AT P 0+67 PLACE NEW M 5+91 /P 0+00 PLACE NEW L 2+21 PLACE NEW m 042.57897740,-114.49551997 © COMM MANHOLE ® WATER VALVE 14"OX24"AXS 400 TIER 8 HH AT 14"OX24"AXS 400 TIER 8 HH AT 14"0X24"AXS 400 TIER 8 HH AT ACCESS POINT ID:7001-002-3.1 I © COMM HANDHOLE HYDRANT 042.57892964,-1 14.49675864 042.57893138,-1 14.49650838 042.57892243,-1 14.49574323 GR/GB:Y/ISO:N ACCESS POINT ID:7001-004-4.2 I ACCESS POINT ID:#7001-004-4 ACCESS POINT ID:7001-002-3.3 I ® COMM PEDESTAL Q WATER METER GR/GB:N/ISO:N F GR/GB:Y/ISO:N GR/GB:Y/ISO:N i O DRAINAGE MANHOLE C-0)UTILITY POLE L:191 TTT1 CATCH BASIN CULVERT --�' OPTITAP:TERMINATING i I I I I 15'UTILITY EASEMENT TWIN FALLS COUNTY DOC:018738 F 15'UTILITY EASEMENT 4A 15'UTILITY EASEMENT 3 LLS COUNTY I I H 6+38 (� 0 TWIN FALLS COUNTY TWIN FA z DOC:018738 0� DOC:018738 p ('� L:155' H 7+09 H 6+75 1 � 3 � U 7 COt l U L:152' w ° l DB(1)1.25" z (v 3 DB(1)1.25" •. �I \ 09 C CO2 W111 0 M/ /� W 11 W m - W 4 C o C15 CO3 M 7+46 PLACE NEW n 14"OX24"AXS 400 LT DUTY HH AT a Ct2 Cl t C04 042.57850703,-114.49649775 O ACCESS POINT ID:7001-004-4.1 mu �J A� 6 Y I) O A GR/GB:Y/ISO:N W - -- C13 C06 C05 F \ I U/E P 2+19 PLACE NEW I DB(1)1.00" I L:173' PREPARED FOR: 14"OX24"AXS 400 LT DUTY HH AT H 8+52 DB(1)1.25" OPTITAP:TERMINATING 042.57851391,-114.49675932 H 9+79 PLACE NEW ACCESS POINT ID:7001-004-4.3 14"OX24"AXS 400 TIER 8 HH AT i L:45' I H 9+34 PLACE NEW H 7+61 PLACE NEW GR/GB:Y/ISO:N\ 042.57853592,-114.49579687 DB(1)1.25" 14"OX24"AXS 400 LT DUTY HH AT 14'0X24"AXS 400 LT DUTY HH AT m ? ACCESS POINT ID:7001-001-5.2 042.57849138,-114.49564186 042.57858193,-114.49502855 GR/GB:Y/ISO:N 15'UTILITY EASEMENT ACCESS POINT ID:7001-001-5.1 ACCESS POINT ID:7001-001-5 T I L 5 0 N TWIN FALLS COUNTY GR/GB:N/ISO:N GR/GB:N/ISO:N DOG:018738 T:(207(591-6427 F:(207)772-3427 info@filsonfech.com 3n REVISIONS / 3 DATE DESCRIPTION I INITIAL M 07/21/23 INITIAL SUBMISSION ALS w FALLS AVE W SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C 11 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV ALS C15 OF C15 0 GENERAL CONSTRUCTION DETAILS ® DIG Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 15 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 I—III—III—I �I I�I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I�I I—I I MI I la I—I I�I I I—I I I-1 I I�11= FINISHED GRADE BURIED CABLE H H IN GRASS —IIIMIIMIIMIMI1-111 II=IIMlII REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII�I I—I 11�=1 1I- -411—I I M I I�I I—I I I—I I I—I I I—I I I= 24"MIN. COMPACT BACKFILLS IN —I I I=1I I—I I I—I I1=I I I�I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I—I I�I I I�I I—I I�I I I—III—III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll;I 1"CAPPED 'I-1 I I—III—I 11=1 I I�I I—�I DETAIL I; =III=III Ell-1I1 I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W 11—I 1 ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED 1 I —1I 1=I 1I i &FIBER OPTIC CABLE 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U o U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ 711E7- BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 11--1 11--TI�I, 1 1 I—_ I 1 I- 1 �I—�I446�� z REFER TO TYP.DETAIL A 24"MIN. GRADE LEVEL -III-III-III-III—I�I I�I—1I�I I—I I I= 3'MIN 4"DIAMETER BORE HOLE I I—III—I I�I—I I�I I I—III—I I�I1=O AND TYP.DETAIL F Q 0 24"MIN. G G30"MIN. —III—III—III—I 11=1 I I�Y I—I�1=1 11= T I L S O N �=III=III�II=1 I�n I=III-1 Imo_ v -2 -2 REFER O I�—I�I—III—II-1I1�1I-1��I�1 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=1I1=I I I—I I= I I I=I I El REVISIONS 24"MIN. 24"MIN. 1 —I I Iff—II I I If fit -6 -6 I Ill 11ll�LL DATE DESCRIPTION INITIAL II—III—III—I1 07/21/23 INITIAL SUBMISSION ALS IIEIII�II- ALIGNMENT STATION(FT) 25 4"BORE HEAD. —111 CONDUIT AS SPECIFIED (1) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 E/W ANY NUMBER OF TO VERIFY UTILITY LOCATION. INNERDUCTS AND/OR (2) DIRECTIONAL BORING MUST BE AT LEAST 3 FEET HORIZONTAL EXISTING GAS LINE , HDPE's,AS SPECIFIED& CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO ,EXISTING SEWER LINE SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DOI OF DI CONSTRUCTION. [FILE NAME:TWINID 0898EA 15 CD DIGUOIE, AXS HH COVER DETAIL . 1. ,. .. Dig Line,Inc. 811 or 800-342-158S TWINID 0898EA 15 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ♦+ a0.00 DETAIL A SCALE 1 : 1 LSON T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com IMDR"VIIINa AND IMCO°"°Mff DRAWN:A Du Toit Dramrgtlo n,EQEOF IS THE PQOPPaM of MdA AtM M4A-AXS-400R-ASSY-TOS REVISIONS MAY!JOT SE COPS W"OLLY OR 94 DATE DESCRIPTION INITIAL PART,A1.10 Tm Conr&m-tH1EOF MAr CHECKED: oramrg Trey 07111121 INITIAL SUBMISSION All P1OT SE MCLO'SED TO ANY TMRo M4A-AX3-400R-ASSY-TDS PAJmES WRHOV-1 WRrr e4COfJSBQ. DATE: 14/10/2020 MAIW/36010F07 SCALE(A3): 1:6 2ols,�s6o1o6m7 EVERITE FACTORY PREI PeDELSERG SCALE ROAD(R590j.KLMrVER 1871 PO SOX 672 KUPRIVER 1871 SIZE B SHEET: NTS AMVAAL.GAUT&4r- SIZE D SHEET: NTS S-+27'1 9W 7023 0VQ PRODUCTS QVILO NETWORKS SHEET D02 OF D16 MAIL w4oldvrwa-com FILE NAME:TWINID 0898EA 15 CD AXS 400 H H DETAIL ® ° v Dig Line,Inc. 811 or 800-342-15-BS TOP VIEW TWINID_0898EA_15 PHOTO RENDER: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL A O A O O l --4S0.00 RIGHT VIEW Awk m � 0 LSON T. (207) 591-6427 F: (207) 772-3427 SECTION ION A-A infoOtilsontech.com -M DRAW;f els A1.4 7M COlPYR1v►a DRAWN: A Du To-if Dro"""v 110_ 49?EOF a TIE PPOPPEr.Y OF LUG AFC M40k-AXS_40OR-ASSY REVISIONS 0 405.38 MAY 40T K COMM W"OILY OQ IN DATE DESCRIPTION INITIAL PART.AW THE CO#179$1KReOF MAY CHECKED: 07/21/23 INITIAL SUBMISSION AILS 110T bE Da CLOSED TO ANY 7"90 -,OOR-ASSY PAJM=YIIr1MO VVWT7V4 CO►.SENr. VT DATE: 17/08/2020 1i1"1"OA SCALE(A3): 1 :6 3D1S/300106107 evah"E FACTOR,Pea Am.MBOQDERG SCALE ROAD la=:.[LIPQNER 1e71 SIZE B SHEET: NTS PO BOX 672 RSWVER 1571 MCVAAL GAU e-C- SIZE D SHEET: NTS Td+27 11 9-m 7= SHEET D03 OF D16 MAIL:w4odweAa cc so FILE NAME:TWINID 0898EA 15 CD AXS 500 HH DETAIL 0D1G"" : Dig Line,Inc. 811 or 800-342-1585 EXPLODED VIEW LID BASE TWINID 0898EA 15 BODY PANEL TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 021.54 21.89 i 21.89 PHOTO RENDER ~-f I 20.79 19.69 20.79 TILSON 011111W6N04Cf5 On a Mission T: (207)591-6427 F: (207)772-3427 -}�pQAyrgN�T11E {- D117�10 gyp- InfoOttl9ontech.com R.99 DRAWN: A Du Tod THS?EOF IS TFE VROPPEiirl OF MAA A►40 M4A-AXS-SOOR-A$$Y MAY t+o-SE NMOLLYOR a REVISIONS PART,AtJO THE C'OW.@'IT$THMeOF WY CHECKED: omwhg tlw: DATE DESCRIPTION INITIAL t10-SE OISCLOSW TO ANY THWO I$ppR AXS CHAMBER REV001 07/21/23 INITIAL SUBMISSION ALS 1 PAir TB wrr»our wRrTBa ca ne�T. DATE: 12/08/2020 +rw+Mots4AFR+cA SCALE(A3): 1:7 A SECTION A-A 2015/360106/07 R2.0 EVENTS FACTORY PR&v%15.MEIDELIU RG 21.89 ROAD(R=).KtuIINvER 1871 SCALE POOOX 672 KUMVER 1871 SIZE B SHEET: NTS MIOVAAL GA rDOG J -EL-y 71 903 7023 r OUR PRODUCTS BUILD NETWORKS SIZE D SHEET: NTS MokJL niotrm&3.com SHEET D04 OF D16 FILE NAME:TWINID 0898EA 15 CD . . Line,Inc. 811 or 800-342-1585 • ECTION A—. . •: TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 11■1 I I ■■■ 11■I I I ®�■ [I . 11■� M oil I .1 1■I��■I -I�i�� 11 it■■�� S �11 1■I ■1 I■ r■II111■N1 ■► _ �� —B al Run 'J • low IIL ■EAI■■Iw■■L II riplftl � , ,► . . TOS SLAC BRACKETS OSO • , , �� jam% s i • , == �.- •� .� =� . � Ila wA'a-v UV MEDIUM DUTY ICT ACCESS SHEET D050FD16 FILE NAME: DTWINI 1... CHARLES 101 - 81IXT PEDESTAL DIG -: Dig Line,Inc. 811 or 800-342-1585 TWINID 0898EA 15 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 7 . 5 I INSIDE e • • INSIDE '•• ,,-PADLOCK .• HASP .I E Q ?I5 O TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION ALS SCALE SIZE B SHEET: NTS "Imfles, i SIZE GRbsING N4. ISS. SHEDSHEET: NTS �"O�'�F A I Q I H 0 I I - I I Q Q OWP REv. SHEET D06 OF D16 / Ff0 FIFE HIE THIS IS TIE CVIET 0 OF EXILES,"mEI EI LTD. .A4DTA SIPLI•CT DE SE&LE .187 IOIROI I-I IO0OWP SHEET I 0{ IEg0)IKED. COEIE9 M jbFO IN A,r u,wE.IETII-E�TM TO TAFIE I•fE•STS FILE NAME:TWIND 0898EA 15 CD CHARLES 104 - 1211X1 1 " PEDESTALS DIG Dig Line,Inc. 811 or 800-342-1585 12 . 00 TWINID 0898EA 15 1 N S I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL I I I . 25 — + INSIDE I -- - t HASP '�- - --� I I I I 22 , 0a I I 38 . 08 I I I 10 . 00 TILSON On a Mission T: (207)591-6427 F: (207)772-3427 InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL I 07/21/23 INITIAL SUBMISSION ALS I 2 I . 37 SCALE . 150 I SCALE SIZE B SHEET: NTS oeRwlHe ao., ISS E SIZE D SHEET: NTS B 1 0 4 H 0 1 1 - I I 0 0 0 w P RE v SHEET D07 OF D16 THIS Is TIE r"oFI+TY Sf tVNKEs I+o15T�lEa LTo r.w sHILL ccT e[ GcD FIIF sut aE�eOo,[E:. W+I10 CsC C L t+�DIN-EllMI s LTO E+T•L TO THEIR W Int�pfl, KALE 125 IOLIH0I I-I I'% -if` SHEET I _ I FILE NAME:TWINID_0898EA_15_CID TFSD-301 TYPICAL TRENCH .-- DIG- ". Dig Line, Inc. 2 14 TWINID_0898EA_15 3 TWIN FALLS,ID 1 FINISH GRADE MATERIAL DESCRIPTION QTY ACTUAL 11 0 p ° 0 e SUBGRADE OR Jp o NATURAL GROUND 1 1 \O�0 VERTICAL WALLS �O/ 1 1 5 O ALLOWED WITH ° i o° PROPER SHORING 0 /T\� \ OR LESS THAN 5' Dp j/�\ L E G E N D °0 ,O° %\ 6 O1 CUT BACK, 12" MINIMUM. 12 p O /� O2 SURFACE REPAIR WIDTH, 6' MINIMUM. O ,O p 0 \ \ O3 EXISTING SURFACE. F C ° w w o \\ Op 13 xC \ EXISTING BASE. V) O O TRENCH BACK SLOPE PER O.S.H.A. OR SUITABLE SHORING. w a �\ o O 75 00°\ 7 © TRENCH BACKFILL PER SECTION-306. oi Op°0 00° 0_0 vo° 0 O7 VERTICAL TRENCH WALLS SHORING PER O.S.H.A.. PIPE BEDDING PER SECTION-305 (SEE SD-302). ww � a°>°° 16 6" MIN. \� a L4 \ 12" MIN. O9 FOUNDATION STABILIZATION MAY VARY PER SOIL TYPE AND w w EACH // STABILITY (PER SECTION-304). ZE d \ SIDE O ° \�\ j a UNDISTURBED SOIL (TYP). jV `, NOTE B � 11 NEW PAVEMENT AND BASE. \\ 9 12 UPPER COMPACTION ZONE. 13 LOWER COMPACTION ZONE. 10 OUTSIDE DIA. OF 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PIPE PLUS 2'-0" PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS 77 REVISIONS SECTION 307). 15 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. ' 16 PLACE OR ATTACH FINDER WIRE AT CROWN OF PIPE FOR WATER AND PRESSURIZED IRRIGATION PIPES. 17 ROCK SAW WIDTH MAY BE NARROWER WITH WRITTEN PERMISSION OF CITY ENGINEER. NOTES - LSON 0 TRENCH EXCAVATION PER SECTION-301. T. (207) 591-6427 F: (207) 772-3427 © PIPE BEDDING PER SECTION-305. infoOttlsontech.com © BACKFILL AND COMPACTION PER SECTION-306. REVISIONS 0 SURFACE REPAIR AND BASE PER SECTION-307 (SEE TFSD-303). DATE DESCRIPTION INITIAL OE MINIMUM 30" COVER ON TOP OF WATER, IRRIGATION, STORM AND SEWER PIPES. miz izs INITIAL SUBMISSION AILS 2016 SCALE CITY STANDARD DRAWING SIZE B SHEET: NTS OF TYPICALTYPICAL TRENCH NO. TFS D- 3 01 SIZE D SHEET: NTS TWIN SHEET D08 OF D16 FILE NAME:TWINID 0898EA 15 CD TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1G"" :' Dig Line,Inc. 9 13 9 13 13 811 Of 800-342-1585 9 9 9 9 14 4 3 SAWCUT I 2 PER SEC. 34 VARIES Q D � 1 TWINID_0898EA_15 0 TWIN FALLS,ID EXISTING ASPHALT EXISTING 7 10 MATERIAL DESCRIPTION QTY ACTUAL 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 6 2 12 11 6 5 EXISTING 0— OVERLAY EXISTING PAVEMENT FABRIC (DO NOT DAMAGE) 12" O I EXI STIN G PAVEMENT LEGEND 0 MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" FE MINUS RIIHAGGREGATE (MIN.) UNLESS A GRAT R DEP HS OTH OTHERWISE SPECIFIED. TYPE "P" 10 O2 PAVEMENT DEPTH TO BE 2" MORE THAN ADJACENT ASPHALT W/PAVEMENT FABRIC EXISTING PAVEMENT, BUT IT NEED NOT EXCEED 6" UNLESS A GREATER DEPTH IS OTHERWISE SPECIFIED. USE NO LESS THAN A 2 1/2" (MIN.) MAT ON RESIDENTIAL STREETS AND 3" (MIN.) MAT ON COLLECTORS. O3 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE O ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDHS ARE O MINIMUM DISTANCES. 4" OVERLAP APPLIES WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE IS WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH O7 3/4" MINUS AGGREGATE SURFACE COURSE (8") OR FABRIC, TAKE THE FOLLOWING ADDITIONAL STEPS: THICKNESS OF EXISTING GRAVEL, WHICHEVER IS GREATER. A. OVERLAY ABOVE FABRIC AN ADDITIONAL RI ON EACH SIDE TO EXPOSE EXISTING FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF B. INSTALL NEW ASPHALT TO GRADE FABRIC. CONCRETE PAVEMENT. C. INSTALL NEW FABRIC FULL WIDTH OF CUT, IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH O9 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. 0N CONCRETE PANEL. O TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH 10 COMPACTED TRENCH BACKFI PER TFSD-301 AND HAS BEEN "BROKEN" PRIOR TO PATCHING. SECTION-306 OF THESE SPECIFICATIONS. T. (207) 591-6427 F: (207) 772-3427 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOtilsontech.com 12 PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 07/21/23 INITIAL SUBMISSION AILS PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 14 SAWCUT TO BE AS FAR AS POSSIBLE FROM VEHICULAR WHEEL PATH. CRACK SEAL SAWCUT(S). (SEE CITY OF TWIN FALLS REVISIONS SECTION 307). 2018 SCALE CITY STREET CUTS AND STANDARD DRAWING SIZE B SHEET: NTS OF NO. TFSD- 3 0 3 SIZE D SHEET: NTS TWIN FALLS SURFACE REPAIR DETAILS SHEET D090FD16 FILE NAME:TWINID 0898EA 15 CD SD-304 GRAVEL ACCESS ROAD DIG - Dig Line,Inc. 811 or 800-342-1585 W/2 W/2 3- TWINID 0898EA 15 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL TYPE 1 N.T.S. 0 1 v W/2 W/2 3' 1 N TYPE 2 N.T.S. 0 IY W/2 W/2 3. 7*01---� '0-­6 7 NOTES: TYPE 3 OA CA OF GRAVEL ACCESS ROAD MAY VARY. N.T.S. SEE PLANS FOR LOCATION. O PROVIDE 2%CROWN ON ALL ROAD TYPES. LEGEND O IF ROADWAY PROVIDES FIRE ACCESS, WIDTH MUST BE AT LEAST 20' MIN. NATURAL GROUND. WIDTH=12' UNLESS OTHERWISE SPECIFIED. PLACE 8" MIN. OF 3/4' MINUS CRUSHED AGGREGATE TILSON @ BORROW DITCHES SHALL HAVE A MINIMUM COMPACTED TO 95% DRY DENSITY. On a Mission 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF CLEAN TOPSOIL SEEDED WITH PASTURE GRASS MATCH EXISTING. T- (207)591-6427 F- (207) 772-3427 BORROW DITCH SHALL BE A MINIMUM 1:1 InfoOtIllsontech.com BACK SLOPE WITH 4:1 BACK SLOPE PLACE 10" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% RECOMMENDED. THE FLOW LINE OF THE DRY DENSITY, DITCH SHALL BE MINIMUM OF 6" BELOW REVISIONS THE LOWEST AGGREGATE BASE COURSE 0 PLACE .3' OF 3/4- ROADMIX GRAVEL. TO ENCOURAGE DRAINAGE. PIPING DITCH DATE DESCRIPTION INITIAL UNDER DRIVEWAYS REQUIRED WITH PROPOSED PIPE LINE. 07/21/23 INITIAL SUBMISSION ALS APPROVED LENGTH AND TYPE. PLACE 8- OF 6- MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY, 2015 IDAHO STANDARDS GRAVEL ACCESS STANDARD DRAWING FOR PUBLIC WORKS NO. SCALE CONSTRUCIION ROAD SD-304 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET D100FD16 FILE NAME:TWINID 0898EA 15 CID TFSD-306 UTILITY TRENCH ® DIG" : Dig Line,Inc. 811 or 800-342-1585 2 1 TWINID 0898EA 15 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL k=l d d 4 - BOTTOM OF PLANT MIX PAVEMENT 3 d' G 6 G 0: Q.. d O Gd 8 4 EXISTING CITY UTILITY �7 EXISTING CITY UTILITY LEGEND Oj FINISH GRADE. 0 SURFACE REPAIRS PER SECTION-307 AND TFSD-303. 0 12" MINIMUM INSIDE VEHICLE TRAVEL AREAS, ' D+3" OUTSIDE VEHICLE TRAVEL AREAS. ® TYPE I OR TYPE III BEDDING FOR AREAS INSIDE THE VEHICLE TRAVEL AREA. TYPE I OR TYPE III BEDDING, OR NATIVE NOTES NON-ORGANIC MATERIAL WITH MAXIMUM PARTICLE SIZE OF OA USE THIS TRENCH TO PLACE CABLE, CONDUIT, OR PIPE 3/4" OUTSIDE VEHICLE TRAVEL AREA. L 5 0 LESS THAN 6" IN DIAMETER. O PIPE OR CONDUIT. 0 COMPACT BACKFILL PER SECTION-306. © 48" MAX. UNLESS OTHERWISE SPECIFIED. T. (207) 591-6427 F: (207) 772-3427 30" MIN. OR BELOW THE BALLAST, WHICHEVER IS GREATER. infoOtilsontech.com © CUT ALL ASPHALT IN A STRAIGHT LINE. INSIDE VEHICLE TRAVEL AREAS. OD FOR ANY TRENCH WIDTH < 24" IN TRAFFIC AREAS, USE 24" MIN. OR BELOW THE BALLAST WHICHEVER IS GREATER. OUTSIDE VEHICLE TRAVEL AREAS. REVISIONS LOW STRENGTH FLOWABLE OR COMPACTABLE FILL PER SECTION 703. O7 MARKING TAPE TO BE 12" ABOVE TOP OF PIPE. DATE DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION AILS ®UTILITY POTHOLES 1 SQUARE FOOT OR LESS MAY BE LOCATE WIRE IN OR ON PIPE IF REQUIRED BY OWNER. REPAIRED USING GROUT. IF POTHOLES ARE GREATER THAN gO UTILITY WORK MUST MAINTAIN A 6" MIN VERTICAL AND A 1 SQUARE FOOT USE COMPACTED PEA GRAVEL BELOW A 36" MIN HORIZONTAL SEPARATION FROM EXISTING CITY PLANT MIX CAP. UTILITIES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2016 SCALE CITY UTILITY STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS TRENCH N0 TFSD- 306 SHEET D11OFD16 FILE NAME:TWINID 0898EA 15 CD SD-307 BORING AND JACKING DETAILS DIG -: Dig Line,Inc' 811 or 800-342-1585 4 TWINID 0898EA 15 1 r-w-n TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL VA 41 B 6 6 3 18' 24" �D SKID DETAIL LEGEND N.T.S. O SKID CUT TO FIT. O2 CARRIER PIPE. O 4"x4" CEDAR OR REDWOOD SKIDS, OR COMMERCIALLY FABRICATED CASING INSULATORS (Calpico Inc. OR APPROVED SUBSTITUTION. 5 13' CARRIER PIPE, 2 SPACERS PER STICK. 18'-20' CARRIER PIPE, 3 SPACERS PER STICK). 4 O SMOOTH STEEL CASING 3/8" MIN. WALL THICKNESS. MIN. DIAMETER 2" GREATER THAN CARRIER PIPE BELL SO OUTSIDE PIPE BELL. 2 6 © 2" X 0.050" STAINLESS STEEL STRAPPING. 4' O.C. WITH A MIN. OF TWO STRAPS BETWEEN PIPE JOINTS. 45" O ANNULAR SPACE FILLED WITH SAND, GROUT. 3/8" GRAVEL OR OTHER MATERIAL AS APPROVED BY THE 3 ENGINEER. 1 3 N OTES: 1" MIN. CLEARANCE ® IF A METHOD OTHER THAN THE METHOD SHOWN IN T I L 5 0 N THIS DETAIL IS PROPOSED, SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. On a Mission O tnPoOttlsontec.ca SUBMIT A WRITTEN DISCUSSION OF THE METHOD T: (207)591-8427 F: h.co 772-3427 SECTION A—A OF PROVIDING PIPE SUPPORT, ACHIEVEMENT OF m THE LINE AND GRADE AVOIDANCE OF CARRIER N.T. PIPE FLOATATION, AND FILING OF ANNULAR SPACE REVISIONS BETWEEN CASING PIPE AND CARRIER PIPE, ALL FOR THE APPROVAL BY THE ENGINEER PRIOR TO DATE DESCRIPTION INITIAL INSTALLING THE PIPE. 07/21/23 INITIAL SUBMISSION ALS 2012 IDAHO STANDARDS BORING AND JACKING STANDARD DRAWING SCALE FOR PUBLIC CONSTRUCTIONKS DETAILS N0 SD-307 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET D12 OF D16 FILE NAME:TWINID 0898EA 15 CD TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1G"" : Dig Line,Inc. STREET TYPE TYPICAL STREET WIDTH 811 Of 800-342-1585 ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33' PRIVATE 24 MIN WITH NO PARKING STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898EA_15 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 f% 2 MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL / PRIVATE MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. O4 3/4" TYPE I CRUSHED AGGREGATE BASE. OS SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED WITH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L 5 0 .k OD MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED T. (207) 591-6427 F: (207) 772-3427 ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO infoOtilsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. OE CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS OF STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE DATE DESCRIPTION INITIAL BASED ON LOCAL POLICY, SEE SECTION 700. 07/21/23 INITIAL SUBMISSION AILS © CONCRETE SIDEWALK REQUIRED PER TFSD-709. SEE SECTION-700. OH STREET CORNER RADII SIZES SET BY LOCAL POLICY, 20' RESIDENTIAL 30' COLLECTOR/ARTERIAL, UNLESS APPROVED BY CITY ENGINEER. OI SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE 2018 APPROVED BY THE CITY ENGINEER. SCALE SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS OF NO. TFSD- 801 SHEET D130FD16 TWIN FALLS SECTION FILE NAME:TWINID 0898EA 15 CD DIGUOIE. TFSD-802 TYPICAL RURAL STREET SECTION . �- Dig Line,Inc. 811 or 800-342-158S STREET TYPE TYPICAL STREET WIDTH ARTERIALS 65' COLLECTORS 51' RESIDENTIAL 36 RIGHTS OF WAY WIDTH _I TWINID_0898EA_15 TWIN FALLS,ID 2' STREET WIDTH 2' i MATERIAL DESCRIPTION QTY ACTUAL 5 w' 2% 2% 'w qRl S 3 e SL E S f N P\E �I 3 , I� H 4 2 I TYPICAL RURAL ROAD SECTION N.T.S. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS(INCHES) PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 IF USED, ELIMINATE PLANT MIX PAVEMENT k BASE. [X.XX] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3- MINUS UNCRUSHED IS USED. LEGEND O HMA PLANT MIX PAVEMENT SURFACE COURSE. 0 3/4" TYPE I CRUSHED AGGREGATE BASE. O3 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE COURSE. ® SUBGRADE. O CRUSHED AGGREGATE SHOULDERS. NOTES: OA RURAL STREET SECTION USED FOR ARTERIAL, COLLECTOR, AND RESIDENTIAL TYPE STREETS IN THE AREAS OUTSIDE THE ESTABLISHED URBAN AREAS THE USE OF THIS SECTION SUBJECT TO LOCAL POLICY AND TYPE OF USE (SEE CITY OF TWIN FALLS MASTER TRANSPORTATION PLAN). ' BO ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. O RIGHT—OF—WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND I L 5 0 N TYPE OF USE. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND T: (207) 591-6427 F: (207) 772-3427 "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN infoOtilsontech.com ONLY BUT IN NO CASE LESS THAN MAJOR COLLECTOR THICKNESS. FO STREET CORNER RADII SIZES FOR EDGE OF PAVEMENT SET BY LOCAL POLICY, 20' REVISIONS RESIDENTIAL AND 30' ARTERIAL/COLLECTOR DATE DESCRIPTION INITIAL © SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT miv/2s NITALSUBMISSION ALs DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. HO BORROW DITCHES SHALL HAVE A MINIMUM 3:1 FORE SLOPE WITH 4:1 SLOPE RECOMMENDED. THE BACK SLOPE OF BORROW DITCH SHALL BE MINIMUM 1:1 BACK SLOPE WITH 4:1 BACK SLOPE RECOMMENDED. THE FLOW LINE OF THE DITCH SHALL BE MINIMUM 6" BELOW THE LOWEST AGGREGATE BASE COURSE TO ENCOURAGE DRAINAGE. PIPING DITCH UNDER DRIVEWAYS REQUIRED WITH APPROVED LENGTH AND TYPE. zols SCALE SIZE B SHEET: NTS CITY TYPICAL RURAL STANDARD DRAWING SIZE D SHEET: NITS OF NO. STREET SECTION N0 TFSD- 802 SHEET D140FD16 TWIN FILE NAME:TWINID 0898EA 15 CD DIG�tOE. TFSD-803 TYPICAL PAVED ALLEY SECTION . �- Dig Line,Inc. 811 or 800-342-158S R RIGHTS OF WAY AND SURFACED WIDTH TO MATCH W F/L 3" TER CROWN DGE OF ALLEY 2.5"FFIIIIIIIII,, 2 1 8" OF 3/4" MINUS CRUSHED GRAVEL TWINID_0898EA_15 TWIN FALLS,ID TYPE I-EXISTING GRAVEL ALLEYS OR NEW ALLEYS MATERIAL DESCRIPTION oTY ACTUAL R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 2% 4' MIN. CONIC VG 1 2% ;i 880 8 ooga000a000ao0oa000ao 800 8 08 a 8 3 2 2.5" ASPHALT 4" OF 3/4" MINUS CRUSHED GRAVEL TYPE II-NEW ALLEYS R/W RIGHTS OF WAY AND SURFACED WIDTH TO MATCH R/W 1 2 8" THICK CONCRETE 2% RIBBON CURB O O O O O 4" OF 3/4" MINUS ^O � O �^O_�?�^O_�?�^O_�?��0_R��O°��o0 Q� CRUSHED GRAVEL a fv� fv� (VT✓ O 2.5" ASPHALT TYPE III-NEW ALLEYS 3 RIGHTS OF WAY AND SURFACED WIDTH TO MATCH 2 F/L 3" BELO OWN AND EDGE 10 1 2 LEGEND TYPE IV-NEW ALLEYS O HMA PLANT MIX PAVEMENT SURFACE COURSE. O2 CRUSHED AGGREGATE BASE COURSE. O3 14" OF 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE. ' L 5 0 N ® 3" ROLLED CURB AND GUTTER OR VALLEY GUTTER. T: (207) 591-6427 F: (207) 772-3427 NOTES: info®tilsontech.com OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. REVISIONS OB ALLEY PROFILE GRADES 0.4% MINIMUM. DATE DESCRIPTION INITIAL © RIGHT—OF—WAY WIDTHS AND ALLEY WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. 07/21/23 INITIAL SUBMISSION AILS OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. Q SUPER ELEVATION, VERTICAL CURVE AND HORIZONTAL CURVE REQUIREMENTS BASED ON SIGHT DISTANCE, VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. 2016 SCALE CITY TYPICAL PAVED STANDARD DRAWING SIZE B SHEET: NTS SIZE D SHEET: NTS TWIN°FALLS ALLEY SECTION N0 TFSD- 803 SHEET D150FDl6 FILE NAME:TWINID 0898EA 15 CD TFSD-805 STANDARD CUL-DE-SAC ® DIG"" :' Dig Line,Inc. 811 or 800-342-1585 ** FOR FIRE ACCESS ROAD SEE TFSD-305 ** TWINID_0898EA_15 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL E - / 09 OSvS k6 5 RP Sg. _ 7i'Ap7 ps 2 1 RAW NOTES: OA ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. O STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE / \ APPROVED BY THE OWNER. © NOT USED. L I OH OD MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE I r DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. O MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION-700. OF PLANT MIX PAVEMENT FINISHED GRADE IN CUL—DE—SAC TO RANGE BETWEEN 1% AND 37. STREET WIDTH © CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND R W WIDTH OF USE. SEE SECTION-700. OH STREET CORNER RADII 20' MINIMUM. OI CUL—DE—SAC MAY BE OFFSET TO THE LEFT OR RIGHT SO THAT LEGEND APPROACH STREET CURB IS TANGENT WITH CUL—DE—SAC CIRCLE. Oi CONCRETE SIDEWALK. O2 STANDARD OR ROLLED CURB. ' O3 RIGHT—OF—WAY LINE. L50 �. STREET TYPE RESIDENTIAL MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com PLANT MIX PAVEMENT 2.5 2.5 3.0 BASE 2.0 5.0 6.0 REVISIONS SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] DATE DESCRIPTION INITIAL 07/21/23 INITIAL SUBMISSION ALS 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. 2016 SCALE CITY STANDARD STANDARD DRAWING SIZE B SHEET: NTS OF NO. N0 TFSD- 8 0 5 SIZE D SHEET: NTS TWIN CUB- DE- SAC SHEET D160FD16 FILE NAME:TWINID 0898EA 15 CD