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TWINID_0898HA_09_REV0-compressed
DFN NAME : TWINID 0898HA 09 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID . . . File- �1wQ.E -- '" � - -- F���•��1� � - - - � ��;' + . ,q ' �� �{}� 'y � r F � r.:_ � * ,■ - � .f _ � 4- 7 9 f a � I .. � � � '* � �.,� . _� ` r F*r'A4d�_��� - pVC - _, r - - r# ► •�� �: ti � '�'! ■ • ! r• �Jf fi- r� �' 4�ap�-iYC�T - `� �-r�y , F�� .y� �,r r �.r � r i H � �� �' •t � ■ i � ram' r •tii7lllr EI #4 • ; - i �� 4Y•,tlpr,r L1{� h � rah� 1 [�. ' t. �,� ! � � �-•` , � Q'r . , �� r �1 i_. _ _ �- i. � 1, � � �. � _ s mac' 1 i.,/�� # T t � rr —' �i+■- ! gym' T � �� �.� t.1�FLe;.'b rn��� � ,� �� � _ � � JL �,._, __ .' � ti ����� ' � .� 1 ,..�� �-' _ •• ■ Jr TDS ♦1 ■ • . Lino,Inc. 0 TWINID 4f TWIN FALLS,ID ■ 3 0 NY �- .s - -. `ors - I ■ . _, �� . ti �• Viler Ave E �� LairdAve r�QrrlewoNDi Lj ' • _ J #r„* • ` r JC 411 • r ` - low V11i�1�„ In ' ultE+ A $ "Pai k la.a' ,• ., ! n � • �.�;�, { L • rQ i •� 4 - .,ice 1 �� 14 } -z rm rw H.ey burn Aire .� ti...- ftjo wL All .-• r �•.r-•..✓1 � Tt�4 a n�Ct ..7 +�_ '� ' �V� T�S 1 • PERMIT ■ JURISDICTION SHEETS: C04, • • NEW UNDERGROUND SHEETS: C04, C06-CO9 EXISTING ■GOUND SIZE B SHEET: NTS SHEET A02 OF `0 FILE NAME:TDS . •... 0. DKRM- ® i.'r TABLE OF CONTENTS Dig Lint,Inc. DWG NO. SHEET NAME TWINID_0898HA_09 A01 COVER SHEET TWIN FALLS,ID . ..................... ............................................................................................................................ . A02 PERMIT LOCATION MAP MATERIAL DESCRIPTION QTY ACTUAL . ..................... ............................................................................................................................ . A03 TABLE OF CONTENTS . ..................... ............................................................................................................................ . 1301 CONTACT SHEET . ..................... ............................................................................................................................ . B02 GENERAL AND PERMIT NOTES . ..................... ............................................................................................................................ . B03 SYMBOLS KEY . ..................... ............................................................................................................................ . Col-009 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 cc . ..................... ............................................................................................................................ . CD E02 TRAFFIC CONTROL PLANS LOCATION MAP T. (207) 591-6427F: (207) 772-3427 c� .......... ............................................................................................................................ . N E03 TRAFFIC CONTROL PLAN infoOtilsontech.com . ..................... ............................................................................................................................ . o E04 SIDEWALK DETOUR TRAFFIC CONTROL PLAN REVISIONS 0 . ..................... ............................................................................................................................ DATE DESCRIPTION INITIAL I'' E05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 03/24/23 INITIAL SUBMISSION AM J . ..................... ............................................................................................................................ . 0) E06 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 3 . ..................... ............................................................................................................................ . E07 HALF-ROAD CLOSURE MULTI-LANE . ..................... ............................................................................................................................ . Apll� uI E08 WORK ON PARKING LANE .......... ............................................................................................................................ . SCALE E09 SIDEWALK CLOSURE DETAIL SIZE B SHEET: NTS 01 . ..................... ............................................................................................................................ . = SIZE D SHEET: NTS Co 'o SHEET A03 OF A03 0 z 3 FILE NAME:TDS_TWINID_0898HA_09 It DIGUnE CONTACT SHEET ag Line,Inc. r, ttiu J •.? t585 ENGINEERING CONTRACTOR UTILITIES STATE GOVERNMENT TWINID 0898HA 09 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 DEBI PIERSON:DISTRICT 4 OFFICE CONTACT (208) 866-7839 TODD CORCORAN REGIONAL MANAGER,OSP 774-437-9451 TONY WENDELL DIRECTOR,ENGINEERING 651-260-5493 DEPARTMENT OF LANDS (IDL) LISAENMAN SENIOR OSP ENGINEERING MANAGER 207-712-8796 BUREAU CHIEF OF RESORCE PROTECTION:ERIC WILSON (208) 324-0264 JOHN EMPEY ENGINEERING PROJECT MANAGER 720-665-1234 MARYBETH LOMKIN,EASTERN AREA CONTACT (208) 324-2561 JOHN WOOD REGIONAL DIRECTOR,OSP CONSTRUCTION 239-571-3745 JONTRELATSKY PROJECT MANAGER 702-883-9791 LOCAL GOVERNMENT CITY OF TWIN FALLS CONSTRUCTION CONTRACTOR ENGINEERING INSPECTOR:LISA PORTER 208-735-7334(OFFICE) 208-749-8914(CELL) RAILROADS (208) 736-1501 (INSPECTIONS) TRAFFIC CONTROL:ROBIN HITE (208) 735-7254 EASTERN IDAHO RAILROAD GIS MANAGER:ALISON WALKER (208) 735-7322 TDS METROCOM: OMEGA RAIL MANAGEMENT:DAVID ARNHOLTER (615) 627-0957 ROW PERMITS:LORI WILLIAMSON (208) 735-7248 CITY ENGINEER:TROY VITEK (208) 735-7273 Wade Soczka Director-Network Construction 608-664-4847 DIR.OF PLANNING AND ZONING:JONATHAN SPENDLOVE ADMIN.ASSISTANT PLANNING ZONING:KELLI EBERSOLE (208) 735-7267 Rusty Harper SR Manager Network Construction 615-641-5088 JOSH BAIRD (208) 736-2274 Ken Krouse Manager OSP Construction 608-664-5322 DARREN SCOTT (208) 308-1865 HIGHWAY DISTRICT:TFHWY@TWINFALLSHD.ORG (208) 733-4062 Cole Henderson NS-I-OSPConstruction 541-622-4200 CITY PERMIT DEPT.:ROWPERMIT@TFID.ORG Manager-Outside Plant Construction& Kevin Berrett Engineering 608-664-4423 TWIN FALLS CANAL COMPANY Nate Smith Network Specialist-Node Power 920-397-7733 JASON BROWN (208) 773-6731 Josh Worrell Manager-Business Development 608-664-9530 Jon Finseth Category Manager Contracts 608-664-4067 ' Stacie Woodworth Director-New Market Development 608-664-5226 Nichole Schneeberger Project Manager-MSCO 608-664-5212 FEDERAL GOVERNMENT Q Chris Haskin Director-Network Engineering 608-664-4443 TILSON 0 On a Mission N o Brian Resch Supervisor-CAD&GIS Records 608-664-0148 T- (207)591-6427 F- (207)772-3427 tnPoOttleontech.com N Cl) Joshua Camacho Network Specialist I-OSP Engineering 719-679-2507 Z OTHER REVISIONS 0 p Chad Anao Manager-Application Development 608-664-1222 DATE DESCRIPTION INITIAL w 03/24/23 INITIAL SUBMISSION AM Brian Thomason Manager-Network Engineering 785-477-8582 a Bob Perkins Director-New Market Implementation 218-568-2112 N > Jim Scibelli Manager-Field Services 208-996-2755 0 �I Jared Pahl Manager-Route Acquisition 541-876-6723 SCALE ~I SIZE B SHEET: NTS oI Todd Naylor NS-1-Route Acquisition 541-797-0539 = SIZE D SHEET: NTS co co SHEET BOl OF B03 0 Z FILE NAME:TDS TWINID 0898HA 09 ® DIOUM GENERAL NOTES ag Line,Inc. 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 03/24/23 TWINID 0898HA 09 IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN THE ABSENCE OF AN TDS REFER TO ISPWC STANDARDS AND TWIN FALLS REVISIONS TO ISPWC FOR ALL TYPICALS. INSPECTOR OR CERTIFIED CONTRACTOR.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 oo 2. AFTER THE SITE IS PREPPED AND READY FOR CONCRETE,THE CONTRACTOR SHALL NOTIFY On a Mission o 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 cl) AFTER POURED. z ASPHALT: REVISIONS O 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 o3/2a/23 INITIAL SUBMISSION AM MARKED FOR REMOVAL SHALL BE SAWCUT TO THE FULL DEPTH OF THE ASPHALT. 2. THE ASPHALT SURFACE WILL BE REPAIRED BY EXCAVATING A MINIMUM OF 1'LARGER THAN 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 p 3008.800'S STANDARD DETAILS. C) 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 o 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. co co SHEET B02 OF B03 0 Z FILE NAME:TDS TWINID 0898HA 09 SYMBOLS KEY It oIouilf EXISTING PROPOSED EXISTING UNDERGROUND CATV C c AERIAL CABLE A ag Line,Inc.A CONDUIT SCHEDULE h„ -,. �,�,�, :��,�� EXISTING UNDERGROUND TELCOM C OPEN TRENCH CONDUIT z z z z z DBE DIRECTIONAL BORE 1 1" EXISTING ABANDONED UTILITY —(ABN) UTILITY EASEMENT u/E u/E DBDIRECTIONAL BORE 2 1" EXISTING UNDERGROUND NATURAL GAS c c— CORE BORE C—————— DBDIRECTIONAL BORE 3 1" EXISTING UNDERGROUND OIL —OIL OIL DIRECTIONAL BORE CONDUIT —Da Im DB 1 L25" DIRECTIONAL BORE 1 1.25' FUTURE DIRECT BURY 1F DROP FIBER DB(2)L25"IDIRECTIONAL BORE 2 1.25' TWINID 0898HA 09 EXISTING OVERHEAD ELECTRIC —OE OE DB 3►L25"1011RECTIONAL BORE 3 1.25' TWIN FALLS,ID EXISTING UNDERGROUND ELECTRIC —E E DIRECTIONAL BORE MULTIPLE CONDUIT MATERIAL DESCRIPTION QTY ACTUAL EXISTING UNDERGROUND SANITARY SEWER —ss SS EXISTING CONDUIT MAIN TRACKS EXISTING UNDERGROUND STORMWATER —SD SD RAILROAD AUXILIARY TRACKS EXISTING UNDERGROUND DRAIN —UD UD CENTERLINE —C/L —C/L EXISTING UNDERGROUND WATER RIGHT-OF-WAY —R/w — — —R/w — — PROPOSED HH O EDGE OF PAVEMENT EOP EOP ELECTRICAL MANHOLE(EMH) ^ SIDEWALK s/w s/w ELECTRICAL METER(EM) tGl ELECTRICAL HANDHOLE(EHH) [ElCITY,COUNTY OR STATE BOUNDARY LINE — — — — — ELECO VAULT(VLT) O PROPERTY LINE FENCE LINE F/L—O—F/L—F/L-0— F/L—O—F/L—F/L—O— ELECO CABINET(CAB) m GUARDRAIL I I TRANSFORMER(TRA) PEDESTAL(PED) ® FIBER SLACK LOOPS 100 100 COMMUNICATION MANHOLE(CMH) COMMUNICATION HANDHOLE(CHH) © A4TERMINAL A4 A4 TRAFFIC SIGNAL(TS) 0 38G TERMINAL B8G 68G WATER MANHOLE(WMH) O C12 TERMINAL 0C12 WATER VALVE(WV) FIRE HYDRANT(HYD) � FOSC 450 WATER METER(WM) `t"J CAPPED CONDUIT SEWER VALVE(SV) Q SEWER MANHOLE(SMH) ® TIE-IN/CONDUIT COUPLER N TILSON v STORM DRAIN MANHOLE(DMH) °� EXISTING COMM LINE , On a Mission N o CATCH BASIN(CB) ® T: (207)591-6427 F: (207)772-3427 EXISTING GAS LINE , InfoOtasontech.com 2 CULVERT(CUL) ,Z REVISIONS EXISTING POWER LINE O o GAS MANHOLE(GMH) © , DATE DESCRIPTION INITIAL w EXISTING STORM DRAIN LINE 03/24/23 INITIAL SUBMISSION AM 6 GAS VALVE(GV) ® , a EXISTING SEWER LINE ° GAS METER(GM) lJ 3 EXISTING WATER LINE , o OU UNKNOWN MANHOLE(UMH) UI UNKNOWN HANDHOLE(UHH) n SCALE o SIZE B SHEET: NITS UTILITY POLE(UP) SIZE D SHEET: NITS Co o LIGHT POLE(LP) SHEET B03 OF B03 0 2 TREE FILE NAME:TDS TWINID 0898HA 09 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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 ... •..... 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 1 6'X 1 6'TDS EASEMENT — -- E] ELECTRIC HANDHOLE Q ELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET ® ELECTRIC MANHOLE U TRANSFORMER LIGHT POLE A 0+09 SEWER MANHOLE © GAS MANHOLE A 0+00 _ ® SEWER VALVE ® GAS VALVE EXISTING AXS 900 HH AT ❑n TRAFFIC SIGNAL GAS METER 042.57159085,-1 14.45062174 3 IF PLANNED STRUCTURE COMM MANHOLE ® WATER VALVE (SEE DFN: © COMM HANDHOLE HYDRANT TWINID_0898GA_02_TRANSPORT_SPOT) r ® COMM PEDESTAL l�l WATER METER IS NOT YET INSTALLED, O DRAINAGE MANHOLE 0 UTILITY POLE CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#3000-000 I ® ��CULVERT GR/GB:Y/ISO:Y CATCH BASIN J I T I � Cm I . I \ Cot CO3 04 CO51 16 C07 OB L:469' I I } EXISTING cog 1 PREPARED FOR: ETILSON ` T:(207(591-6427 F:(207)772-3427 info@filsonfech.com _ REVISIONS DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM m � 0 SCALE .. SIZE B SHEET:1"=50' MATCH TO SHEET #C2 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C01 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D - 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 1 GAS LINE W WATER MAIN SEWER Z Q' SD STORM DRAIN \ Q —E POWER LINE 0 3 N IL ELECTRIC HANDHOLE Q ELECTRIC VAULT < OfELECTRIC METER m ELECTRIC CABINET LL ELECTRIC MANHOLE J 1 TRANSFORMER Q Z LIGHT POLE _ L O O$ SEWER MANHOLE © GAS MANHOLE SEWER VALVE ® GAS VALVE 'I ❑n TRAFFIC SIGNAL GAS METER © COMM MANHOLE ® WATER VALVE _ © COMM HANDHOLE HYDRANT M - ® COMM PEDESTAL WATER METER M N _ M— Op DRAINAGE MANHOLE �)UTILITY POLE <TI (T�� ' ® CATCH BASIN - CULVERT — LL) -— -` - - - R F:/� B R/W DB R/W DB R/W —� DB R/W L:318' ` \ \ '\ -- L:421' • EXISTING EXISTING \ FA 4+69 col d EXISTING HH AT 4 _ \ w coz coB oa cos 1 042.57032821,-1 14.45060460 • T IF PLANNED STRUCTURE t W (SEE DFN: = aoa col TWINID_0898GA_02_TRANSPORT_SPOT) A 7+87 -A y�,'IS NOT YET INSTALLED, EXISTING HH AT 4 oB 3 CONTRACTOR WILL INSTALL STRUCTURE. 042.57033088,-114.44942490 SEE DETAIL#3000-001 IF PLANNED STRUCTURE \ O _ LCog ISO:Y (SEE DFN: \ TWINID_0898GA_02_TRANSPORT_SPOT) \ IS NOT YET INSTALLED, CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#3000-002 \ �' GR/GB:Y/ISO:Y ; Q \ r PREPARED FOR: 3. 4. ETILSON Y T:(207)fo@til27 F:ch.c 772-3427 info@filsonfech.com REVISIONS / DATE DESCRIPTION INITIAL \ 03/24/23 INITIAL SUBMISSION AM � SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM CO2 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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 ... •..... 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 - Z SD STORM DRAIN Q —E POWER LINE Q , > IL ELECTRIC HANDHOLE Q ELECTRIC VAULT Z_ m ELECTRIC METER m ELECTRIC CABINET Lu ' C) N ® ELECTRIC MANHOLE TRANSFORMER Z LIGHT POLE N O$ SEWER MANHOLE © GAS MANHOLE M IN J MINwo l ® SEWER VALVE ® GAS VALVE M/21 TRAFFIC SIGNAL GAS METER r � C COMM MANHOLE WATER VALVE © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER m IH m QD DRAINAGE MANHOLE 0 UTILITY POLE C 7 M ® CATCH BASIN - CULVERT CO—) _ I - - R W ea I - - - A 17+91 — L:200' EXISTING L:199' L:87' A 18+02 -- N7 EXISTING EXISTING U EXISTING HH+A$ I U i 042.57032298,-1 14.4471 1960 IF PLANNED STRUCTURE col (SEE DFN: A 16+07 �J,J TWINID_0898GA_02_TRANSPORT_SPOT) EXISTING HHAT I W coz coa oa cosl w IS NOT YET INSTALLED, 042.57032101,-114.44638060 w T CONTRACTOR WILL INSTALL STRUCTURE. IF PLANNED STRUCTURE 16 col SEE DETAIL#3000-004 (SEE DFN: 80 GR/GB:N/ISO:N TWINID_0898GA_02_TRANSPORT_SPOT) 1 9901- (n A 12+08 IS NOT YET INSTALLED, Q CONTRACTOR WILL INSTALL STRUCTURE. A 16+94 O 1 EXISTING 49 ,- SEE DETAIL#3000-005 EXISTING HH AT L _ cog 042.57 NEE S,-1 STRUCTURE 86260 GR/GB:N/ISO:N 042.57032298,-114.44605740 r `IF PLANNED STRUCTURE � (SEE DFN: IF PLANNED STRUCTURE U TWINID_0898GA_02_TRANSPORT_SPOT) (SEE DFN: LU 41i IS NOT YET INSTALLED, TWINID_0898GA_02 TRANSPORT RTA POT) r • ;y CONTRACTOR WILL INSTALL STRUCTURE. IS NOT YET Q _ M CLLED Q R - SEE DETAIL#3000-003 CONTRACTOR WILL INSTALL STRUCTURE. G \ ISO:N SEE DETAIL#3000-006 r ; � GR/GB:Y/ISO:Y PREPARED FOR: \ -- M/a R/W / 1n/ R/ — R/W R/W ETILSON \ I T:(207(591-6427 F:(207)772-3427 ' \ info@filsonfech.com REVISIONS I DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM 11146 SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM CO3 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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. TDB—DB— PROPOSED DIRECTIONAL BORE ... •..... 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 r 0 —E POWER LINE '3 IL ELECTRIC HANDHOLE Q ELECTRIC VAULT W ELECTRIC METER m ELECTRIC CABINET Q ® ELECTRIC MANHOLE �y U TRANSFORMER LIGHT POLE O SEWER MANHOLE © GAS MANHOLE O C ® SEWER VALVE ® GAS VALVE M/a - M/a < R i R/W Q TRAFFIC SIGNAL � GAS METER — © COMM MANHOLE ® WATER VALVE © COMM HANDHOLE HYDRANT COMM PEDESTAL C�� WATER METER DRAINAGE MANHOLE `- A 1 8+61 ® CATCH BASINt CULVERT DB -M M I DB DB I - R/NI—— R/W --- DB - - (1P sa<471 — L:666' 121,71 -- (V) I EXISTING ( Ln U A 18+48 I U A 23+60 EXISTING HH AT _L:107' T� Co1 I 042.57031706,-114.44363940 DB(1)1.00" w IF PLANNED STRUCTURE w CO2 cos o4 cos 1 (SEE DFN: w TW I N I D_0898GA_02_TRANS PO RT_SPOT w G 1+04 PLACE NEW � ) Ioe col 14"OX24"AXS 400 LT DUTY HH AT IS NOT YET INSTALLED, (n 042.57004051,-114.44469890- CONTRACTOR WILL INSTALL STRUCTURE. T ACCESS POINT ID:3010-012-14.1 SEE DETAIL#3000-007 O GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y B 1+07 PLACE NEW 14"0X24"AXS 400 LT DUTY HH AT �04) w 042.57002372,-1 14.44361530 r ACCESS POINT ID:3010-001 U - F GR/GB:N/ISO:N U 15'UTILITY EASEMENT . .T TWIN FALLS COUNTY 3 DOC#:661741 �I L:104' DB(1)1.00" PREPARED FOR: 7.5'UTILITY EASEMENT 7.5'UTILITY EASEMENT TWIN FALLS COUNTY TWIN FALLS COUNTY G 0+00 PLACE NEW I I DOC#:661741 DOC#:661741 i 14"GX24"AXS 400 LT DUTY HH AT 042.56975607,-1 14.44469890 ACCESS POINT ID:3010-012-14 T I L S O N GR/GB:Y/ISO:Y ( _ T:(207(591-6427 F:(207)772-3427 info@filsonfech.com L:180' REVISIONS DATE I DESCRIPTION INITIAL 1 03/24/23 INITIAL SUBMISSION AM { l SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C6 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C04 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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 ... •..... 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 3- SD STORM DRAIN AJDFN �. EXISTING —E POWER LINE 3 042.57045816,-1 14.44 IL ELECTRIC HANDHOLE Q ELECTRIC VAULT w IF PLANNED STRUCTURE ELECTRIC METER m ELECTRIC CABINS (S ® ELECTRIC MANHOLE TWINID0898GA02TRANSPOR TRANSFORMER IS NOT YET INS LIGHT POLE _ Z CONTRACTOR WILL INSTALL STRUCTURE. QS SEWER MANHOLE © GAS MANHOLE SEE DETAIL#3000-013 3 GR/GB:N/ISO:N SEWER VALVE GAS VALVE A 33+77 ❑T$ TRAFFIC SIGNAL GAS METER R/W R/W © COMM MANHOLE ® WATER VALVE R W © COMM HANDHOLE HYDRANT ® COMM PEDESTAL WATER METER O DRAINAGE MANHOLE 0 UTILITY POLE ® CATCH BASIN CULVERT I w LEI — I W R/W - — A 28+21 R/W A 25+45 EXISTING HH Al 042.57000248,-1 14.44231 120 U A 24+91 T IF PLANNED STRUCTURE A 30+43 L:199' i T SEE DFN: ( 7.5'UTILITY EASEMENT TWINID_0898GA_02_TRANSPORT_SPOT EXISTING 48 AT EXISTING •y ) 042.56999620,-114.44148752 TWIN FALLS COUNTY col IS NOT YET INSTALLED, IF PLANNED STRUCTURE DOC#:007501 CONTRACTOR WILL INSTALL STRUCTURE. 7.5'UTILUY tASEMENT Coe CO3 oa cosl (SEE DFN: TWIN FALLS COUNTY , w L: ISTI SEE DETAIL#3000-009 I I TWINID_0898GA_02_TRANSPORT_SPOT) DOC#:007501 LLI EXISTING GR/GB:N/ISO:N IS NOT YET INSTALLED, 7- CONTRACTOR WILL INSTALL STRUCTURE. (n 5'UTILITY EASEMENT SEE DETAIL#3000-011 0 \ C)TWIN FALLS COUNTY GR/GB:N/ISO:NZ O DOC#:007501 L:111' 5'UTILITY EASEMENT L:(2)54 _ �04) EXISTING TWIN FALLS COUNTY EXISTING 5'UTILITY EASEMENT cn DOC#:007501 EXISTING I TWIN FALLS COUNTY w A 26+40 DOC#:007501 U/Ewill. _ U ? a C { 026' L:96' G EXISTING EXISTING A 31+00/A 32+08 PREPARED FOR: EXISTING HH AT I A 31+54 042.57000298,-114.44272210 A 29+47 EXISTING HH AT �� I IF PLANNED STRUCTURE EXISTING HH AT 042.56999117,-114.44107600 m (SEE DFN: 042.570PLAN PLANNED STRUCTURE IF PLANNED STRUCTURE T I L 5 0 N TWINID_0898GA_02_TRANSPORT_SPOT) IF PLANNED STRUCTURE� (SEE DFN: � 3 IS NOT YET INSTALLED, (SEE DFN: TWINID_0898GA_02_TRANSPORT_SPOT) CONTRACTOR WILL INSTALL STRUCTURE. TWINID_0898GA_02_TRANSPORT_SPOT) IS NOT YET INSTALLED, T:(207)591-6427 F:(207)772-3427 SEE DETAIL#3000-008 IS NOT YET INSTALLED, CONTRACTOR WILL INSTALL STRUCTURE. info@fllsonfech.com GR/GB:N/ISO:N CONTRACTOR WILL INSTALL STRUCTURE. SEE DETAIL#3000-012 REVISIONS SEE DETAIL#3000-010 GR/GB:N/ISO:N GR/GB:N/ISO:N I DATE DESCRIPTION INITIAL (�R---3/n I 03/24/23 INITIAL SUBMISSION AM — m/'ii _ W W — -- � w / SCALE SIZE B SHEET:1"=50' MATCH TO SHEET #C7 SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C05 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C4 GAS LINE W WATER MAIN SEWER STORM DRAIN I —E POWER LINE U/E ' IL ELECTRIC HANDHOLE Q ELECTRIC VAULT I1lb g ELECTRIC METER m ELECTRIC CABINET 15'UTILITY EASEMENT 7.5 UTILITY EASEMENT ELECTRIC MANHOLE B 2+g7 PLACE NEW II TWIN FALLS COUNTY TWIN FALLS COUNTY TRANSFORMER 14"OX24"AXS 400 LT DUTY HH AT I LIGHT POLE 1 DOC#:661741 042.56953187,-1 14.44357510 661741 ACCESS POINT ID:3010-002 SEWER MANHOLE © GAS MANHOLE 1 \ GR/GB:N/ISO:N 1 I 7 ® SEWER VALVE ® GAS VALVE \. I ACE NEW Z TRAFFIC SIGNAL GAS METER PL � F 11+83 1 DC 14"9�X24"AXS 400 LT DUTY HH AT \ © COMM MANHOLE ® WATER VALVE 042.56926125,-1 14.44354820 v~ © COMM HANDHOLE � HYDRANT 7.5'UTILITY EASEMENT ACCESS POINT ID:3010-003 ® COMM PEDESTAL Q WATER METER H 0+00 PLACE NEW TWIN FALLS COUNTY ISO:N 14"OX24"AXS 400 LT DUTY HH AT DOC#:661741 QD DRAINAGE MANHOLE �)UTILITY POLE 042.56934181,-114.44442840 7.5'UTILITY EASEMENT ® CATCH BASIN CULVERT ACCESS POINT ID:3010-012-13 L:qq' TWIN FALLS COUNTY F 12+72 PLACE NEW GR/GB:Y/ISO:Y DB(1)1.00" DOC#:661741 14"OX24"AXS 400 LT DUTY HH AT n 15-UTILITY EASEMENT ` 042.56934181,-114.44514990 TWIN FALLS COUNTY ACCESS POINT ID:3010-012-12 3 DOC#:014587 GR/GB:Y/ISO:Y T 1 L:139' t 7.5'UTILITY EASEMENT I L:306 15'UTILITY EASEMENT DB(1)1.00" F TWIN FALLS COUNTY L:233' r , DB(1)1.25" TWIN FALLS COUNTY w DOC#:661741 DB(1)1.00" ivy DOC#:014587 t Co1 _ Cot CO3 04 C05ui 15'UTILITY EASEMENT w TWIN FALLS COUNTY — _ 16 cw DOC#:661741 � oe M M— O cog M/21— / CARLIS COVE U M H 1+39 PLACE NEW M — 14"OX24"AXS 400 LT DUTY HH AT 042.56896145,-1 14.44442742 15'UTILITY EASEMENT ACCESS POINT ID:3010-012-13.1 TWIN FALLS COUNTY GR/GB:Y/ISO:Y _ DOC#:014587 r� I R�W —� PREPARED FOR: 1• F 9+74 1, ' F 9+66 PLACE NEW 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY _ 042.56875131,-1 14.44545771 DOC#:661741 ACCESS POINT ID:3010-012-11 T I L S O N D 1+18 PLACE NEW GR/GB:N/ISO:N L:32' 14"OX24"AXS 400 LT DUTY HH AT T:(207(591-6427 F:(207)772-3427 15'UTILITY EASEMENT I E 0+00 PLACE NEW DB(1)1.25'/DB(1)1.00" info@tllsontech.com NEW E 1+19 PLACE TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 042.56857444,-114.44393762 F 9+57 14"OX24"AXS 400 LT DUTY HH AT DOC#:014587 042.56857548,-114.44442820 ACCESS POINT ID:3010-012-1 B 21+12/D 0+00 PLACE NEW REVISIONS 042.56857901,-114.44486958 L:119' / ACCESS POINT ID:3010-012-2 GR/GB:Y/ISO:Y 14"OX24"AXS 400 LT DUTY HH AT — 042.56857589,-114.44349868 DATE DESCRIPTION INITIAL L:136' ACCESS POINT ID:3010-012-2.1 DB(1)1.00" DB(1)1.25" GR/GB:Y/ISO:Y GR/GB:Y/ISO:Y L:86' ACCESS POINT ID:3010-012 03/24/23 INITIAL SUBMISSION AM DB(1)1.25" GR/GB:Y/ISO:Y a m 3 s B 21+44 D 0+32 SCALE T T iE / ACS NSION PARK �_ — W SIZE B SHEET:1"=50' MATCH TO S SIZE D SHEET:1"=25' DRAFTED BY: SHEET NUMBER REV AM C06 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C 5 GAS LINE W WATER MAIN SEWER SD STORM DRAIN E POWER LINE R/W - R/W R/W �_ RUSTY CT C IL ELECTRIC HANDHOLE QELECTRIC VAULT ELECTRIC METER m ELECTRIC CABINET U/E U/E —U/E ELECTRIC MANHOLE TRANSFORMER C 0+41 PLACE NEW � LIGHT POLE 14"042.5 937 37,-1 DUTY 80 AT AXSO$ SEWER MANHOLE © GAS MANHOLE U/E 042.56937737,-114.44080470 ACCESS POINT ID:3010-007-1 ® SEWER VALVE ® GAS VALVE GR/GB:Y/ISO:Y Q TRAFFIC SIGNAL GAS METER • © COMM MANHOLE ® WATER VALVE 3 15'UTILITY EASEMENT '� B 9+20 PLACE NEW COMMCOMMHANDHOLE HYDRANT B 6+18 PLACE NEW B 7+68 PLACE NEW 5'UTILITY EASEMENT TWIN FALLS COUNTY ® COMM PEDESTAL l�1 WATER METER 14"OX24"AXS 400 LT DUTY HH AT TWIN FALLS COUNTY 14"OX24"AXS 400 LT DUTY HH AT 14"OX24"AXS 400 LT DUTY HH AT DOC#:007501 m 042.56927705,-1 14.44270870 042.56927310,-1 14.44215350 DOC#:007501 042.56926915,-1 14.44159020 DO DRAINAGE MANHOLE 0 UTILITY POLE ACCESS POINT ID:3010-004 ACCESS POINT ID:3010-006 CATCH BASIN CULVERT B 5+44 GR/GB:N/ISO:N GR GEBSN POINT ID:3010-005 L'212' L.41 ® �< GR/GB:N/ISO:N DB(1)1.25" U DB(1)1.25" � —U/E U - — B 5+37 L:150' L:152' B 11+31/C 0+00 PLACE NEW { 14"OX24"AXS 400 LT DUTY HH AT U _ DB(1)1.00" 042.56926580,-114.44080370 _ 5'UTILITY EASEMENT TWIN FALLS COUNTY _ ACCESS POINT ID:3010-007 DOC#:007501 GR/GB:Y/ISO:Y c col w m coz coB - cos 1 W I IGI 5 T w 16 C07 O3/fl 3/fl 3/H \� 15'UTILITY EASEMENT _ c09 , - �✓ TWIN FALLS COUNTY DOC#:007501 M M Q R/W�� R/W ---R/W— B 10099 PLACE NEW / �� 14"OX24"AXS 400 LT DUTY HH AT PREPARED FOR: U/E U/E E- R/W 042.56880452,-1 14.44080200 ' ACCESS POINT ID:3010-008 GR/GB:N/ISO:N �w ■ B 18+87 PLACE NEW ETILFON 14"OX24"AXS 400 LT DUTY HH AT 042.56857142,-1 14.44266350 T:(207)fo@til27 F:ch.c 772-3427 info@f ilsonfech.com ACCESS POINT ID:3010-011 B 15+75 PLACE NEW GR/GB:N/ISO:N B 17+26 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT REVISIONS 14"OX24"AXS 400 LT DUTY HH AT 042.56856945,-1 14.44150480 DATE DESCRIPTION INITIAL rr 7.5'UTILITY EASEMENT 042.56856747,-114.44206540 L:225' L;161' TWIN FALLS COUNTY ACCESS POINT ID:3010-010 L:151' ACCESS POINT ID:3010-009 03/24/23 INITIAL SUBMISSION AM �DB(1)1.00" GR/GB:N/ISO:N L:276' DB(1)1.00" DOC#:007501 GR/GB:N/ISO:N DB(1)1.25" U/E- - /-U E - B 13+86 _ U/E- _ � SCALE ACSENSION PARK "=— TWIN FALLS ROCK SCHOOL 9a SIZE BSHEET:1 50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C07 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C6 GAS LINE W WATER MAIN SEWER m —SE POWER LI EIN F 8+39 I E] ELECTRIC HANDHOLE Q ELECTRIC VAULT F 8+30 PLACE NEW ELECTRIC METER m ELECTRIC CABINET 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT I 15'UTILITY EASEMENT- ® ELECTRIC MANHOLE 042.56839167,-114.44545300 TWIN FALLS COUNTY 1 TWIN FALLS COUNTY L.132 LIGHT POLE TRANSFORMER ACCESS POINT ID:3010-012-10 \ DOC#:015689 DOC I #:015689 DB(1)1.00" O$ SEWER MANHOLE © GAS MANHOLE GR/GB:N/ISO:N PLACE NEW ® SEWER VALVE ® GAS VALVE "� ?i 1 14"OX24"AXS 400 LT DUTY HH Al i �� ,7 I ❑n TRAFFIC SIGNAL GAS METER 042.56823364,-114.44452944 7.5'UTILITY EASEMENT 5'UTILITY EASEMENT / �� I © COMM MANHOLE ® WATER VALVE ACCESS POINT ID:3010-012-3 TWIN FALLS COUNTY TWIN FALLS COUNTY GR/GB:N/ISO:N DOC#:015689 m © COMM HANDHOLE � HYDRANT DOC#:006170 I m �\ B 22+76 PLACE NEW ^ M�z/� ® COMM PEDESTAL 14"OX24"AXS 400 LT DUTY HH AT l�l WATER METER L 175'.25" 1 / 042.56821348,-1 14.44360767 QD DRAINAGE MANHOLE )UTILITY POLE , / ESSSrPONT ID:3010-013 ® CATCH BASIN CULVERT F 7+71 GR G F 7+63 � I rn — W m L:70' I I DB(1)1.00" I -- F 7+49 F 7+41 \ I B 23+46 PLACE NEW 14"OX24"AXS 400 LT DUTY HH AT II 042.56802019,-1 14.44360637 Col m I ACCESS POINT ID:3010-014 F 6+55 PLACE NEW I 3 m GR/GB:N/ISO:N 14"OX24"AXS 400 LT DUTY HH AT I Q� coz coB oa cos 1 042.56793140,-1 14.44545570 I \ F T I I 16 C07 ACCESS POINT ID:3010-012-9 m _ GR/GB:N/ISO:N c-\ SENSION PARK col 5'UTILITY EASEMENT _ I — TWIN FALLS COUNTY — PLACE NEW DOC#:006170 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT — 042.56782406,-114.44452839 TWIN FALLS COUNTY L:120' ACCESS POINT ID:3010-012-4 DOC#:015689 DB(1)1.00" BENI _ L:88' GR/GB:N/ISO:N 0 DB(1)1.25" I _ I /} ! 1 PREPARED FOR: m I B 24+66 PLACE NEW 3' 15'UTILITY EASEMENT 3 m 14"OX24"AXS 400 LT DUTY HH AT F 5+67 PLACE NEW 1 TWIN FALLS COUNTY 042.56769145,-114.44360630 14"OX24"AXS 400 LT DUTY HH AT DOC#:015689 _ ACCESS POINT ID:3010-015 042.56768886,-1 14.44545257 GR/GB:N/ISO:N ACCESS POINT ID:3010-012-8 m GR/GB:N/ISO:N I ETILSON T:(207(591-6427 F:(207)772-3427 info@filsonfech.com L:88' I F 0+00 PLACE NEW REVISIONS DB(1)1.25" I 14"OX24"AXS 400 LT DUTY HH AT DATE DESCRIPTION INITIAL 042.56752645,-114.44452763 L:117' 03/24/23 INITIAL SUBMISSION AM +ACCESS POINT ID:3010-012-5 DB(1)1.00" GR/GB:Y/ISO:Y i L:63' W f SCALE LJ C I DB(1)1.00" I - J6� SIZE B SHEET:1"—50' MATCH TO SHEET #C9 SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C08 OF C09 0 NOTES: 01GLINE.0 1) RIGHT-OF-WAY ARE DEPICTED BASED ON FIELD OBSERVATION AND FROM DEEDS,MAPS,ASSESSOR RECORDS,&OTHER PUBLIC MUNICIPALITY RECORD ON FILE.IF FURTHER ACCURACY IS REQUIRED,LAND SURVEYS WILL BE NECESSARY. 2) REMOVE&REPLACE ALL EXISTING MATERIAL TO BETTER OR EQUAL CONDITION&PER JURISDICTION REQUIREMENTS. D _ 3) UTILITIES SHOWN ARE NOT TO SCALE,CONTRACTOR TO CONTACT 811 TO VERIFY UTILITY LOCATION.UTILITIES DEPICTED HEREIN O 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_0898HA_09 5) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY, CONTRACTOR TO REFER TO TWIN FALLS STANDARD DRAWINGS(TFSD-306)FOR BURY DEPTH. TWIN FALLS,ID 6) REFER TO HANDHOLE DETAILS FOR SLACK STORAGE,FIBER PLACEMENT,TERMINAL,SPUTTER EQUIPMENT,&SPLICE ENCLOSURE. LEGEND 7) FOR ACCESS POINT HANDHOLES LOCATED BETWEEN THE CURB AND SIDEWALK,CONTRACTOR TO BORE AND PLACE 1-1.25" ■ PROPOSED PEDESTAL • 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 ... •..... FUTURE DIRECT BURY 1 F DROP FIBER —R/W— RIGHT OF WAY UE UTILITY EASEMENT P/L PROPERTY LINE MATCH TO SHEET #C8 GAS LINE W WATER MAIN SEWER C m SD STORM DRAIN \ �\ m 0 —E POWER LINE F 4+79 PLACE NEW B 25+83 PLACE NEW IL ELECTRIC HANDHOLE Q ELECTRIC VAULT 14"OX24"AXS 400 LT DUTY HH AT 15'UTILITY EASEMENT 14"OX24"AXS 400 LT DUTY HH AT ELECTRIC METER m ELECTRIC CABINET TWIN FALLS COUNTY 042.56737039,-114.44360490 042.56744743,-1 14.44545030 F I w 015689 ELECTRIC MANHOLE ACCESS POINT ID:3010-012-7 I\T I ACCESS POINT ID:3010-016 LIGHT POLE TRANSFORMER GR/GB:N/ISO:N : F 0+63 PLACE NEW O SEWER MANHOLE © GAS MANHOLE m 14"OX24"AXS 400 LT DUTY HH AT SEWER VALVE GAS VALVE 042.56735459,-114.44452230 15'UTILITY EASEMENT 5'UTILITY EASEMENT ACCESS POINT ID:3010-012-6 TWIN FALLS COUNTY ❑n TRAFFIC SIGNAL GAS METER TWIN FALLS COUNTY I GR/GB:N/ISO:N DOC#:015689 O DOC#:006170 I C COMM MANHOLE WATER VALVE 10'UTILITY EASEMENT ^ (,' COMM HANDHOLE HYDRANT L:416' TWIN FALLS COUNTY ® COMM PEDESTAL hl WATER METER F 3+90 DOC#:015689 DB(1)1.25" \ O DRAINAGE MANHOLE �)UTILITY POLE F 3+69 \ \3/n— F 1+32 J \ _ ® CATCH BASIN - CULVERT nn/8 DB I _ ACSENSION PARK Col R/W R/W W .� / . CO2 CO3 04 _ C051 U/E T 16 C07 OB C09 15 UTILITY EASEMENT TWIN FALLS COUNTY L:284' DOC#:015689 DB(1)1.00" I ... 3/fl H — PREPARED FOR: B 28+67 PLACE NEW B 28+08 14"OX24"AXS 400 LT DUTY HH AT 042.56675344,-1 14.44382137 ACCESS POINT ID:3010-017 - GR/GB:Y/ISO:N ETILSON I I T:(207(591-6427 F:(207)772-3427 info@filsonfech.com II I REVISIONS I DATE I DESCRIPTION INITIAL II 03/24/23 INITIAL SUBMISSION AM SCALE SIZE B SHEET:1"=50' SIZE D SHEET:1"=25' DRAFTED BY: I SHEET NUMBER REV AM C09 OF C09 0 GENERAL CONSTRUCTION DETAILS ® DIGUM ag Line,Inc. H - Huai •.? t585 TWINID 0898HA 09 TWIN FALLS,ID TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C MATERIAL DESCRIPTION QTY ACTUAL DIRECTIONAL BORE CROSS SECTION BORE & PLACE CONDUIT BORE CONDUIT TO EDGE OF R/W FOR CONDUIT OUTSIDE VEHICLE TRAVEL AREA SIDEWALK PANEL 6"MIN. (TYP.) :`'` `.;: :-�:'.'.;�`; ?' �:t:i.`•.l' •7t> . ',fi:r::•'�';,.. .,. �....t r�i.:r;.;EXISTING GRADE ;r s';t;1 '•'.::•'y+;y;•;::; :: :,:t.,EXISTING GRADE t r. ^}, -r,;' ;• i. r ' �I I—I I—III—I I I—I I Iiiiiil=I I I�I I—I I�1TfT 12"MIN.BELOW PROPOSED AXS =1 I la I I-I I r-I I la I I-1 I�I I I-I I I-1 I I�I I= FINISHED GRADE BURIED CABLE H H IN GRASS -III-III=III=III=II-III�11=I1 III REFER TO TFSD-306 il � I MARKER TAPE SEE SHEET D02 FOR MIN. DEPTH -III—III—III—IIII� 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 1—I I I=I I I—I I I—I I1=I I I�I I-1I I—_I 6"LAYERS WITH ROCK COVER 24"MIN. I I-I I�I I I�I I-I I�I I I-III-III FREE MATERIAL REFER TO � Ig TFSD-306 11r111�J1 11� lll,I 1"CAPPED -1 I I—III—I 11=1 I I—�I DETAIL I IIII�I I—I I—I 1 I—I I; =III—III—I1-1I1 I= CONDUIT AS SPECIFIED E/W CONDUIT TO R/W ANY NUMBER OF INNERDUCTS 1 ��_ AND/OR HDPE's,AS SPECIFIED I —1I 1=I 1I i &FIBER OPTIC CABLE 'I�I II�—I I I 4"BORE HEAD. CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's,AS SPECIFIED& FIBER OPTIC CABLE TYPICAL DETAIL D TYPICAL DETAIL E TYPICAL DETAIL F TYPICAL BORE DEPTH CLEARANCE 3 DIRECTIONAL BORE HOLE GROUTING DIRECTIONAL BORE CROSS SECTION z z DETAIL CROSS SECTION FOR CONDUIT INSIDE VEHICLE TRAVEL AREA o U 0 U oo Q o J NOTE:ALL BORING WILL BE REQUIRED TO USE BENTONITE SLURRY FILL � Nd EXISTING GRADE 2 2 _ _ _ _ _ BORE DEPTH FILLED WITH BENTONITE SLURRY 7 111 1 1-111-1 1 III_ _ •�I���—���—���, —I 11=11 I—I 1 I-1 11 �I—�I 446�� 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. 0 I—III—III—III—I I�I I�I—I I�I I—I' �_ TILSON a J � � —III—III—III—I 11=1 I I�I I—I 11=1 11= '=1Imo_ �� Q _2 _2 30"MIN. II—III—III—II-1II�II-1I�I I on a Mission U REFER TO .I—11II I=III-1 I I I�I I—II I — �I�I II ICI III—I II I=II—I I- o CONDUIT AS SPECIFIED E/W 1.25"CONDUIT TFSD-306 111 lll—ll1�J 1 lll 1 T: (207)591-6427 F: (207)772-3427 j ANY NUMBER OF INNERDUCTS DETAIL �I 1 I—1I1=III—III—I InfoOtHsontech.com -4 -4 AND/OR HDPE's,AS SPECIFIED :I I I�I-1I1=III—III I 1I—I E 1=1 1I 1 I-1 1Z r SD S SS &FIBER OPTIC CABLE = = z III=III=III�II=11 REVISIONS O 24"MIN. 24"MIN. 1�—I I If,f—I�I I�I If,f1 o -6 -6 I III Ill 11-11 11ll�LL DATE DESCRIPTION INITIAL I—I 111I— 03/24/23 INITIAL SUBMISSION AM. o II=III-�I ALIGNMENT STATION(FT) 25 I I I�I I I- C BORE HEAD. 1-111 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& 0 CLEARANCE FROM EXISTING UTILITIES&24"VERTICAL CLEARANCE FIBER OPTIC CABLE �1 FROM EXISTING UTILITIES.(6"MIN.REFER TO TFSD-306) EXISTING STORM DRAIN LINE r, SCALE (3) PROFILE VIEW DOES NOT REFLECT ACTUAL TOPOGRAPHY,EXISTING o GRADE(0'DEPTH)SHOWN AS REFERENCE ONLY,CONTRACTOR TO SIZE B SHEET: NTS REFER TO TFSD-306 FOR BURY DEPTH. EXISTING SEWER LINE , a SIZE D SHEET: NTS (4) CONTRACTOR TO POTHOLE TO VERIFY DEPTHS OF EXISTING UTILITIES, 00 TO MAINTAIN REQUIRED CITY CLEARANCES PRIOR TO BORE EXISTING WATER LINE , SHEET DO1 OF D16 (DI CONSTRUCTION. 0 Z FILE NAME:TDS TWINID 0898HA 09 AXS HH COVER DETAIL ® DIGU E ag Line,Inc. 2 ISe5 TWINID 0898HA 09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL F++ ++, +++ ++ ff ++ ++4 F++ 080.00 DETAIL A SCALE 1 : 1 TILSON On a Mission N o T- (207)591-6427 F- (207)772-3427 InPoOtIsontech.com M rows oawrv.40^140 ate cov.w-.rn DRAWN:A Du Tat o►o ro iw z eeaeor IS"Poo"""or run^"D M4A-AXS-400R-ASSY-TDS REVISIONS 0 C� "AT"m K COPW ELT 00 of DATE DESCRIPTION INITIAL uJ *^W-A"D rot CO► "m-MOND=#A^T CHECKED: Oro""0 03/24/23 INITIAL SUBMISSION AM O 0109 K OKCLOSW PO ANT"ap MIA-AXS-BOOR-ASSY-TpS VAVM 1A'*W wAM'V+oO"at DATE: 14/10/?02'0 3 rW NOteSan/•Gw o _ 2DIaJ�A0mmw SCALE�A3): 1:6 �I e4am r^C901"raIlAMflS.0411190ltae•0 SCALE o 90no 11•aeq.ns•nre•1677 SIZE B SHEET: NTS 0�0•oa 6n 1(Varle"IwI a racvAAL 0^4""G SIZE D SHEET: NTS *d ov 1 I roa`oas SHEET D02 OF D16 co SHEET I V AL rdo*m4o corn 0 Z FILE NAME:TDS TWINID 0898HA 09 AXS 400 H H DETAIL ® D1GUM ag Line,Inc. 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ON- ■C i KNXKDIJlrFlom On a Missionoio � i SHEET • - M D• OF FILE NAME:TDS . 0898HA 09 CHARLES 101 - 8"XT PEDESTAL ® IDIOM( ag Line,Inc. TWINID_0898HA_09 TWIN FALLS,ID — — MATERIAL DESCRIPTION QTY ACTUAL � I 7 , 5 i INSIDE I 7 . 5 0.*to ADLOCK INSIDE NASD 16.0 0 21 S � � 0 L50N 00 mCN T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com N M a REVISIONS DATE DESCRIPTION INITIAL w 03/24/23 INITIAL SUBMISSION AM O d G) 3 a 0 vl SCALE o l SIZE B SHEET: NTS 0 = t1��r SIIE Di6/lr4 •0 � SIZE D SHEET: NTS 00 CoA 10 I HO 1 1 - 1 1000P SHEET D06OFD16 rt �1wt.• •awne• er rw I I 1 111 MU► I o f I 3i. �r16~ w�'.o�COt�c��•�i�iesn 4111-11 tosw FILE NAME:TDS_TWINID_0898HA_09 CHARLES 104 - 12"X1 1 " PEDESTAL ® °m"'"E Diq Une,Inc. 811 or 800.342.15% 12 . 00 TWINID 0898HA 09 INS I DE TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL 1 \� I - --•--- - IINIS I DE \� / I 1 LOCK IN HAS - - 1 ( ( 1 I 22 , 00 I 38. 08 1 I LJ ' I 10 , 00 — TILSON co M I I I I I i I On a Mission (V C) T: (207)591-6427 F: (207)772-3427 InPoOtHsontech.com z ' REVISIONS 0 DATE DESCRIPTION INITIAL w O1 03/24/23 INITIAL SUBMISSION AM w 21 . 37 SCALE . I50 01 SCALE o I _ SIZE B SHEET: NTS I sit OurirltG p SIZE D SHEET: NTS co 0 1 w =� B I O 4 H C I I I I O O O W[ tV SHEET D07 OF D16 � Z � � ril�ide�~i�..�.K�MM1Ka�l�lti teil�i� Kl[ t1S IiM011-IIOOOM 9Ql ( o' I 3 FILE NAME:TDS_TWINID_0898HA_09 TFSD-301 TYPICAL TRENCH It DIoi.M ag Line,Inc. r, ,• Hu,i •.? t585 TWINID 0898HA 09 TWIN FALLS,ID 1r MATERIAL DESCRIPTION QTY ACTUAL m *"9f LXGEND Ile Pox"ow m pm In __ m sm, : Old pauum w r,m I ___ _-_ .i Fir.On 1.7 owl � :VAS rDZX SM 'SAWftrl�&� (WE 49TY- F nM FA4s VEWSICN5 SECT M 30A C {n ik rTPAN F MM WK Al C"M OF FM{ FOR KSS M WIDTH WAY BE KAPP N" VATH VUTI M PDUMS54tt a 7 Nib TILSON On a Mission N T: (207)591-6427 F: (207)772-3427 N pm I - _ - ', InPoOttlaontech.com a REVISIONS 0 ISHFAM REPAIR MM MW FM -3U(WE .30X. DATE DESCRIPTION INITIAL O ��~ ' - CUMM ON 1W W WTM FIMAWK 57CM AM W111101111 03/24/23 INITIAL SUBMISSION AM a 3 7 0 (� LLI SCALE o j SIZE B SHEET: NTS a � Q; SIZE D SHEET: NTS x #� Co Tm . TIFS _s 301 SHEET D08 OF D16 Co z 3 FILE NAME:TDS_TWINID_o898HA_09 TFSD-303 STREET CUTS AND SURFACE REPAIR DETAILS ® D1O1M ag Line,Inc. g 13 g 13 13 H HUB) 9 9 9 9 4 3 pER SEC. 300. 6 VARIES n 1 TWINID 0898HA_09 TWIN FALLS,ID EXISTING EXISTING MATERIAL DESCRIPTION QTY ACTUAL A SPHALT 7 10 10 PAVEMENT GRAVEL EXISTING 8 10 CONCRETE PAVEMENT TYPE "B" TYPE "P" TYPE "C" CONCRETE ASPHALT 13 GRAVEL 4" VARIES 05 6 2 12 11 6 EXISTING OVERLAY EXISTING PAVEMENT FABRIC 1�:7(DO NOT DAMAGE) 12" 1 9 EXISTING PAVEMENT LEGEND O MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 8" AFGREATER D PTH- MINUS UISHOTHERWISEED GS ECIIFIIED.ATE BASE (MIN.) UNLESS TYPE "P" 10 0 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. 0 PORTLAND CEMENT CONCRETE SHALL BE CLASS 4000 PSI NOTES: EARLY STRENGTH, AND COMPLY WITH SECTION-706. OA REFER TO SECTION-307 FOR MATERIALS AND ® KEEP TRAFFIC OFF ROADWAY UNTIL IT ACHIEVES SPECIFIED WORKMANSHIP REQUIREMENTS. STRENGTH, UNLESS OTHERWISE APPROVED BY THE © ALL STREET CUTS WILL REQUIRE RESURFACING BY A ENGINEER. PAVING MACHINE OR SPREADER BOX. PATCH WIDTHS ARE OOVERLAP APPLIES 4" WHERE FABRIC NEVER TO BE LESS THAN 4' IN WIDTH. LOCATE THE MATCH MINIMUM DISTANCES. M IS BETWEEN ASPHALT LAYERS. OF THE NEW TO EXISTING PAVEMENT OUT OF THE VEHICLE WHEEL PATH OF THE STREET. © CUT ASPHALT IN NEAT STRAIGHT LINE. © WHERE THE STREET SURFACE INCLUDES AN OVERLAY WITH 0 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 ON EACH SIDE TO EXPOSE EXISTING FABRIC. B. INSTALL NEW ASPHALT TO GRADE FABRIC. ® THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2" OF C. NSTALL NEW FABRIC FULL WIDTH OF CUT, IN CONCRETE PAVEMENT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. D. OVERLAY FABRIC WITH ASPHALT TO FINISH Q 0 CUT BACK, 12" MINIMUM. NOT LESS THAN 1' TO EDGE OF GRADE OF STREET. SON k v CONCRETE PANEL. 7 tri 00 OD TACK ALL COLD JOINT SURFACES WITH EMULSION WHICH - m 10 COMPACTED TRENCH BACKFILL AS PER TFSD-301 AND o SECTION-306 OF THESE SPECIFICATIONS. HAS BEEN "BROKEN" PRIOR TO PATCHING. T. (207) 591-6427 F: (207) 772-3427 N 11 ASPHALT TO EXISTING SHELF (MIN 2" THICK). infoOttlsontech.com Oz 1© PLACE NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT REVISIONS PATCH. 0 DATE DESCRIPTION INITIAL 13 6' MINIMUM WIDTH FOR SURFACE RESTORATION. FULL 03/24/23 INITIAL SUBMISSION Ann O PANEL TO BE REPLACED WHEN IN CONCRETE SECTION. 5AWOO TO K (IbOY 1COXILAFt 3W4M PATH. CRI SCM SAWWTM• (= O'GF -° T1YW FAc RE SH)NS SECTION 307J. 0 LLI SCALE o,l SIZE B SHEET: NITS C)I CITY STREET CUTS AND STANDARD DRAWING OF N0 - 0 3 SIZE D SHEET: NTS Co TWIN FALLS SURFACE REPAIR DETAILS �S D 3 SHEET D090FD16 (DI Z FILE NAME:TDS TWINID 0898HA 09 SD-304 GRAVEL ACCESS ROAD It D1OUM ag Line,Inc. 2 ,Se5 I wJr TWINID 0898HA 09 TWIN FALLS,ID - - p tiny a �• 9 � �- V- • .� 1 MATERIAL DESCRIPTION QTY ACTUAL r TYPE 1 KTA 0 — 1 0 1 TYK 2 %TS r � t . t 7 e NOTES: TYpr Q C or CPA'& Accm Row WAY VARY , i% P- MS ION tOCAIM @j P*&AK m awwo 0w 4LL aw rms LEGEND © I/N1C4 WAT POO-AM FK ACCMS, p nATURK opawo Q MOTM MUST K %T tFAST K we MIQR1-12, UML[4S U1111twom Spear= nAa r wm 0I 3/4- MMPtP1 C1Nva Aw cmt TILSON �O 90NRC. EPTCKS %CALL HAVE A W&AN COAPPACT[0 10 95R DRY Dfl451TY On a Mission N 3 1 r'ytt SLOP( wm •1 U.0PIC C N[OOYMOd>fD 1•E eACX SLOP(Of OS Qrm TOPSm Sfl MIN PASAW ORASS VAT;M E05*4 T- (207)591-6427 F- (207)772-3427 e>}MM101111111 3" gXALL Of A W40AN t-t tnfoOtIsontech.com .AGX 9.0PE vIPTN 4 1 BApr RAPE O KA►M 1Q' (F e- W.JS PIRW C..IOU C01,11PACM TO 9?11 Z Ittodl011c4mL rK ►Low Lot a K eftOanT O OPTC" 94ALL W W010.0 Cr 6' onow REVISIONS C� 1M EQOEST A"WCATE MSE C*At% PtAM 3- Of 3/4- ROQW0 aAAX DATE DESCRIPTION INITIAL w to 010DA&GE OWA4�44M PMING OPTt71 • PNOPpS(p PPf lrE Ot♦•O)" DW%t' AY5 RECra�ED M11 0 03/24/23 INITIAL SUBMISSION AM APPRCAAM tDOCAI Aw TYPE O7 PtA" r OF•- NWVS PlIf" GOA'+d COW^= TO e?19 on 001?tr i✓ 0 IDAHO STANDARDS GRAVEL ACCESS WI STANDARD DRAWING FOR r��Ks ROAD N0' SD-304 SCALE o SIZE B SHEET: NTS I = SIZE D SHEET: NTS co SHEET D10 OF D16 0 0 z 3 FILE NAME:TDS_TWINID_o898HA_09 TFSD-306 UTILITY TRENCH It D1WN ag Line,Inc. r, Hui •.? T585 TWINID 0898HA 09 7 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL a - �. .� r _Y amm - •� � sus A971!! _ W!Am zrmom Fm m VERaff NO TER M TILSON ro , - - . � yy� On a Mission o C}'NCKF °- I �] �im T- (207)591-6427 F- (207)772-3427 Arm �j{ TM'� N �: `— L� �� � fM 0 GRUTpr,' tnfoOtilsontech.com Wr JkEl iRALI >6t A iSTRW#Tf' 14E. 1�_: + .__.._.. . z Ili darer' fti:?�MS7N c 2+'i the iL {�I dR dAl[JISi 10 �7EJR a �— f TRA►Ei„ REVISIONS � C* ACt� PER SOMIA—ML, � : DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM IVMUTF PO4M 4 1 SWAN F=T W TM WAY� u�ITIE 7�E M OR ON I�Mr_ By vwo�_ REFA USNO fRGUT_ F PQTHOM AFtE OREATER THAM 7Y yp@[ �� MAW AN A if w wmrim Aw A T SQUAfE FUOF USE ['0WPACTED PEA �� EELM — JE' lil H0197}QITFL SFFARJ171Qf FTKIVA E37CGTR1a {alY DKMIWL PL.wt Yoc Gw_ UILFMM LW=91HO 1REt APP19O140 MY TFE Qri' 0 SCALE aI SIZE B SHEET: NTS WE No , SIZE D SHEET: NTS Co a TRENCH T, D" SHEET D11 OF D16 Co 0 z 3 FILE NAME:TDS_TWINID_o898HA_09 SD-307 BORING AND JACKING DETAILS It D1OUM ag Line,Inc. .7 ISe5 r TWINID 0898HA 09 D TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL r ; w f ze �D SKID DETAIL LEGEND N T>: O Im CUT To m 20 CAMNQ POPE O3 4'44' Ctom OM ICD SIM% at COWVICIAuT M9iCA= CAW-, W9, ATOMs (C464o Mc CO AiPN011D S,9S;lmllm IS' CAAN IM PIPE I SP'ACLWS PVt STn CAM W FVL 3 9ACRS $'R 1") 4 SMOOTH Slim CAINC 31I W% MIAL1 "CKM I31 MR dA CIP 2' CKAID Tt1AN CAK%P WE KU O 011TSM fWt !dl 2 4 © Y t COW STAtI4.ESS STm STIR PPW. 4' 0C. MPN A Mk OF TWO $VtWS IKTOM PITt r011IR 45' AP LLAR SPAC9 FLLED MTN SAAQ, GMOUI; 31W CAALFI OR "V2 MAMMAL AS APPgOM B1' /E 7 {;) NOTES: Q we as""""a "S IS POOoOKD. 5.6�S"�"" " T I L 5 0 N aeArnas IM AP"OVAL BY SIC Cwchct� PMICM N TO���� On a Mission o 04T a N " 0.6W OF S ~ W ICL7t T: (207)591-6427 F: (207)772-3427 M SECTION A-A OF OF 1,11114 .�aA« .,M. IE Or 1 10 n,roocna0�t�n.�«� z h T P" FWATAWK MO RT40 OF AWAAA VWX 0 WTIM CATMG WE A%V CANNOT PM ALL REVISIONS Idl Tlt APPWWAI S, flK 040" P MOOR TO DATE DESCRIPTION INITIAL ~ MTAUJK Ptyt 03/24/23 INITIAL SUBMISSION AM a 3 "it uI IDAHO STANDARDS BORING AND JACKING STANDARD DRAVMNG SCALE PI FOR PUBLIC WORKS NIO- SIZE B SHEET: NTS CONSIRUC7}aV DETAILS "D-307 SIZE DSHEET: NTS Co 00 SHEET D12 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898HA_09 TFSD-801 TYPICAL CURB AND GUTTER SECTION ® D1O1M ag Line,Inc. STREET TYPE TYPICAL STREET WIDTH ARTERIALS 62' COLLECTORS 48' RESIDENTIAL 33 STREET WIDTH (LIP OF GUTTER TO LIP OF GUTTER) TWINID_0898HA_09 CENTER CROWN BETWEEN CURBS TWIN FALLS,ID 2 2% 2% MATERIAL DESCRIPTION QTY ACTUAL 1 4 5 6 3 TYPICAL CURB & GUTTER SECTION N.T.S. STREET TYPE RESIDENTIAL /YR3M MINOR COLLECTOR MAJOR COLLECTOR MINIMUM LAYER THICKNESS (INCHES) Q PLANT MIX PAVEMENT 2.5 2.5 3.0 ® BASE 2.0 5.0 6.0 Q SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] TOTAL 10.5 23.0 26.0 PORTLAND CEMENT CONCRETE* 5.0 7.0 7.0 * IF USED, ELIMINATE PLANT MIX PAVEMENT & BASE. [XX.X] ALTERNATIVE THICKNESS SHOWN IN SQUARE BRACKETS IF 3" MINUS UNCRUSHED IS USED. LEGEND Oj CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO TFSD-709. O 6" VERTICAL CURB AND GUTTER. REFER TO TFSD-701 O3 HMA PLANT MIX PAVEMENT SURFACE COURSE. ® 3/4" TYPE I CRUSHED AGGREGATE BASE. O5 SUBBASE CAN BE 2" TYPE II OR 3/4" TYPE I CRUSHED AGGREGATE BASE. SUBBASE CAN ALSO BE 3" MINUS UNCRUSHED NTH INCREASED THICKNESS AS SHOWN IN TABLE. © SUBGRADE. NOTES: O ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. Q © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. k ro © SEE TABLE FOR TYPICAL STREET WIDTHS. TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSECTIONS. L S O m a 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 �N infoOttlsontech.com CASE LESS THAN MAJOR COLLECTOR THICKNESS. O O CAN SUBSTITUTE 3/4" TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. REVISIONS F DATE DESCRIPTION INITIAL STANDARD CURB AND GUTTER REQUIRED, EXCEPT ON RESIDENTIAL STREET WHERE CURB CALCULATIONS ALLOW ROLLED CURB USE O BASED ON LOCAL POLICY, SEE SECTION 700. 03/24/23 INITIAL SUBMISSION Ann © 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 o BY LOCAL POLICY AND TYPE OF USE. MINIMUM 100' TANGENT LENGTH BETWEEN ALL HORIZONTAL CURVES UNLESS OTHERWISE C), APPROVED BY THE CITY ENGINEER. SCALE ®1Z o`I SIZE B SHEET: NTS CITY TYPICAL STREET STANDARD DRAWING SIZE D SHEET: NTS 00 (DI TWIN°FALLS SECTION N0 TFSD- 801 SHEET D130F D16 0 z 3 FILE NAME:TDS_TWINID_0898HA_09 TFSD-802 TYPICAL RURAL STREET SECTION It D1O1"E ag Line,Inc. r, Hui •.? T585 51 NOW Ami 1tr**r WIWI TWINID 0898HA 09 TWIN FALLS,ID 'StEE ' 7 MATERIAL DESCRIPTION QTY ACTUAL FT "Arr rn ewA" up"fl4.aC" f ml will flkyb i7 t5 27 SG I! 24 54 kd 44 (70) 1*4 (t"] Wrp 12MO] *QLIV. Ia5 "& "-r-nv talon Dm3wry LID i� 'ram vw.F]�+A.'l�Id-raRm7 iLeGENDJ +PMA ftMT MN PAVE7IEHT i MWK l @tom` rii 1 aWSHED ACCUCATE 9AM kgLwkw cm EkE 2- TYPE m aR ave rmE I awsHm ADUFa31ITE HAM (XIi -11 TM LwjA Pmw 11111n,rwff�wTIwI(SEE ii OF rEW FAUS Li liAMPQR ArON KA141 ' I - TILSON On a Mission Npun-IT � fia S IT ._ UP -- PUT _ T: (207)591-6427 F. h.co 772-3427 OF SLOMPLEE tnPoOtilsontech.com o _ _o f; i ! wj REVISIONS ,l DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM � + a mmF __ � " * f tiIWiIii PEQUOM'MH AFFROMMS TUF- SCALE aI SIZE B SHEET: NTS QTY �I U OR AL TANOARD OA K SIZE D SHEET: NTS Co co,a ! II��`'�� i��!!��,T��'��f l TFS —• SHEET D14 OF D16 0 14 ST I :T EC— T-biT� z 3 FILE NAME:TDS_TWINID_o898HA_09 TFSD-803 TYPICAL PAVED ALLEY SECTION ® D1WN ag Line,Inc. r, Hui •.? t585 am bw4m lb mgm l�t� TWINID 0898HA 09 mmm— TWIN FALLS,ID . %C- ALL E MATERIAL DESCRIPTION QTY ACTUAL _ _ I TYPE fl—NEW ALLEYS SITS 70E JY I: :'WUM �r2x- _ 4J s • , TYPE Ill—NEW ALLEYS its-- - .- -- TYPE. IV-NEW ALLEYStGEND � 1 1:f�' 9� r rm*at Mr rm 1 atodo G m, T IL S O N ..- - On a Mission N rr - d: ,.- . _. T.- (207)591-6427 F- (207)772-3427 fin - tnfoOtIsontech.com N O REVISIONS 0 ,yam, �' - - DATE DESCRIPTION INITIAL �moms- Nw mm—,wr IV,m-Km"a" '1` 03/24/23 INITIAL SUBMISSION AM 9u ; 3ML� ice. _ IT �I SCALE al SIZE B SHEET: NTS `TYPAL pAE SIZE D SHEET: NTS OF o � PUS ALLEY SECTION SHEET D15 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898HA_09 TFSD-805 STANDARD CUL-DE-SAC It D1WN ag Line,Inc. r, Hui •.? 7585 �* FOR ARE ACCESS ROAD SEE TFS0-305 TWINID 0898HA 09 TWIN FALLS,ID 7 MATERIAL DESCRIPTION QTY ACTUAL f' J ' 7 VON"M4=ollpt" ` �'M F !• .10 1: r NALM lil[PA11EiWU EVM44ED GRdDE 0 UK-4 E-sue TO RAPO E ,X AND ML 0 UT ll . 01 37rEer C=iIXIRlCd W %TKV OM 15 TAT GM CqX_GE_SMORCMt lk. ,IOR A'p.LED C4:qi, aL 4P1L E_ TILSON °' S�MQt riSm[Hnu Impm ft;ft-w u"m mmtm on a Mission N LmalAm LxyEt TkKxkm (wp{;I T: (207)591-6427 F: (207)772-3427 InPoOtIsontech.com PLANT IAN P06YEMENT 2Z 2.5 7.9 a Bf3E 40 6A 6.0 REVISIONS 0 DATE DESCRIPTION INITIAL IEIB�Sf 8.0 (7.0] ILS (I&S) IYin (=11] 03/24/23 INITIAL SUBMISSION AM T4T+w. I" DO mo PvRp4jm CERIrt E' av 3 o r f kMW[LdmA?E A-Akr vvc PbAwmE P i eAm 0 vl SCALE aI SIZE B SHEET: NTS TO �'i s_� � MOM T SIZE D SHEET: NTS Co III— E—S I F D— SHEET D16 OF D16 0 z 3 FILE NAME:TDS_TWINID_o898HA_o9