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Home My WebLink About2021 Hankins Rd S As-built Plans 0 LEGEND U T I L I T I E S c 2 3 v _ a Control Line of Construction or Survey ❑ Relocate To New Location And/Or Adjust To Grade To - N FALL ` E _______________ N Avoid New Roadway Construction By Sparklight. C 'ty of Tw n F a l l s T S a 0 Roadway Crown Existing Profile or X-Section Line FO Relocate To New Location And/Or Adjust To Grade Avoid New Roadway Construction By City of Twin Falls EP EG Existing Edge of Pavement or Gravel IflRelocate To New Location And/Or Adjust Ite To Grade To Hankins Road South N ----12"CMP SD------ Avoid New RoadwayConstruction B Intermoutain Gas Existing Drain or Irrigation Pipe � Relocate To New Location And/Or Adjust To Grade To N Existing Ditch or'Flow P❑ HDR Project Number: 10259127 Avoid New Roadway Construction By Idaho Power P/L —— qQ p Existing Property or Right of Way Line Relocate To New Location And/Or Adjust To Grade To _ .._ EAvoid New Roadway Construction By Project Mutual ,Q / Existing Easement Line Telephone VO xExisting x x Fence and Gate End Project C m ERelocate To New Location And/Or Adjust To Grade To Hankins Road Alignment Avoid New Roadway Construction By Century Link 62+34.00 RV� Existing Slope °°R1 Re P/L Plocate To New Location And/Or Adjust To Grade To /L _ — P/L K�MBERLY ROAD/ Avoid New Roadway Construction By City of Twin Falls /L —— - Existing Curb & Gutter Existing Curb(No Gutter) 1d— d Existing Concrete Sidewalk I 'o INDEX OF SHEETS W Existing Curb,Gutter,Sidewalk and Approach Sheet No. D e s c r i p t i o n w CHIP or-W-or-G-or-Tor-TV-or-Sew-or-Geo— Existing Utility Line With Initial m ate 1 Title Sheet ® Head D4 D4® Water Valve or Meter 9 0 T Dc40 Gas Valve or Meter A Telephone Riser 2 Survey Control Plan 2 c( Fire Hydrant ® Electric Meter 3 - 4 Typical Sections rn C� Signal Pole —- -—- -—- K >o Light Pole O Fiberoptic Riser ——— ——— — — HIGHLAND AVENUE E 5 — $ Roadway Plan Utility Pole With Anchor PMT m IS Fiberoptic Box 9 - 12 Concrete Pavement Detail in -�+ h Sign, Stop/Street Sign and Mailbox A Gas Valve 13 Railroad Crossing Detail N(DO O e Existing and New Manholes ® - Existing and New Catch Basin 14 Roadway Details a h d Through t R W ti di C Utility Coordination as equeseroug 0 o — 15 Fiber Optic Manhole Details New Sediment Box = City of Twin Falls During Design Of This L o t7 m Existing and New Irrigation Box Project. Utility Information Is Shown Only For —— PA Surface Features And If Provided By The Deciduous And Evergreen Tree Owner Of The Utility For Non-Surface Features. P/L— 00 Deciduous And Evergreen Bushes u' 4 Existing Building Utility Adjustments, Relocations, Or w 2 Replacements May Or May Not Be Completed F- �� Prior To Construction. The Contractor Shall 0, � River, Creek, or Canal — — — — — � G' _ _ General Notes: Coordinate And Accommodate Work With The — x — - Utility Companies. ��P/L —— P/L ELDR�DGE AVENUE Submit Traffic Control, Construction Staging, Concrete Jointing, And SWPPP Plans To �. t Engineer For Approval And Changes 14 Days Prior To The Start Of Construction. m a 0 Revision Note Q o o m (� Call Digline 48 Hours Prior To Excavation O �--� Construction Note Phone #811 To Request Underground Utility � 3456 Street Address Locates Z Property Number or Curve Number Z o Bench Mark and Monument Q E ai o ii N Z i< Section & 1/4 Section Corner a Begin Project \ m s is e u Hankins Road Alignment 24+86.41 ^' 'o Design Plan Edge of P__ent o• Grovel o � Design Profile For^TC or Pipes d rn V TL, 1/d 'o Design Profile Grade Break N O T O J Design Profile PC or PT =r f F Vicinity Map m Z Design Ditch or Flow line Designer SD or Irrg. P� ipe on Plaa View 0 300 600 900 SUITE 100 Sod Repair SU u� ° N E.PARKCENTER BLVD. rn N —— ROSE,ID 83706 o New Property or Right of Way Line ® Asphalt Repair Map Scale oNew Easement Line ® Gravel Repair r Landscape Rock New Re \0��p e 1`A C N Retaining Wall L ro j a Limits of Cut Slope Flow Line Directional Arrow AS BUILT PLANS /0�� as ..............""""" AS— Limits Of Disturbance Q� �\UEN SE Q Limits of Fill Slope 3 Section Line —x—o— Fiber Wattle a �� Inlet Protection Y New Curb and Gutter 18297 o Pipe Flow Direction Arrow I G \ �\sT4/6/2021 0% New Garb, Gutter, Sidewalk, and Approach Certification Of Compliance With Standards OF 2 E J The Design And Plans Have Been Prepared In Substantial Conformance With The z -_N Policy, Design, And Drafting Standards In Effect At The Time Of Preparation. q KO / o New Ped Ramp New Valley Gutter ---- -- a City of Twin Falls 203 Main Ave. East, Twin ID 83301 https: Project Number: 10259127 Project Name: Hankins Road South Sheet 01 Of 15 N O T E S The Horizontal Datum For This Project Is Based On Idaho State Plane Coordinate System (ISPC), Central Zone, NAD_83(2011)(EPOCH:2010.0000), Notional Spatial Reference System 2007 (NSRS 2007). Bearings Represent NAD_83 (NSRS 2007) Grid Azimuth. Distances Shown Represent Ground Distances. Project Datum Coordinates Were Scaled From The Origin 0,0 Using A T10S R17E Sect 23 Combined Scale Factor Of 1.0002124577. NOT ZYOUE, LLC OWNER: RANDALL T. MUSSER AND SANDRA 0. MUSSER OWNER. CARY D. MOSER & LOT 1. BLOCK 1 I WD# 1999-017628 DEBORAH MOSER NOT ZYOUE SUBDIVISION TAX ID #10S17E237200 OC# 2012-005001 I # 20039016529 a! TAX ID #1OS17E232300 a P/L _. - P/L _ - P/L- I'd 1/2' t 4218 '� Fd. t/ /T 14218 a LL -won.3-�"�� -a M n. � 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 3�/+00 38+00 39+00 40+00 41+00 42+00 43+00 in Fd. 5/E" Fd F6b P" 1/2"JUB '-me."{µ I'd 5/8"III=gible Id 1/v ' }1-"�h 2639.80' CP2 N 359 59'03" 2641.97 HANKINS RD. `P3 CP4 cP5 - \ Ma Mon. 4 N 359 56' 19" J P/L P/L - - P/L -- P;'L - - P/L - P/L - - P/L -----PPPpZZZ�---- Fd. t/2"Bent RI P//L - P/L - - P/L T-- P/L -- P/L / � 0 Fd. 1/2,.Benr BMK 10-0321 HANKINS RD. POB / 24+00.00 Fd. 1/2"Bent - IGLOO DEVELOPMENT CO., INC. IGLOO DEVELOPMENT CO., INC. N. 317733.79 Mon. 2 LOT 2 LOT 1 E. 1527230.56 OWNER: JAYCO, INC. 0 INCOM INDUSTRIAL PARK INCOM INDUSTRIAL PARR LOT 1 m a JAYCO SUBDIVISION # 2002-007716 # 2002-007716 # 2007-023302 A ° a T10S R17E Sect 24 niii�--14p :1!!�- T10S R17E Sect 23 � I OWNER_ MARY R. PAGE � OWNER: MARY R. PAGE THOMAS M. ROBERTSON OWNER: JACK'S TIRE I OWNER: JSL LEASING, LLC JACK C M. ROBERTSON JACK CLARK ROBERTSON INVESTMENT COMPANY, INC WD# 1993-005725 W JACK LARk ROBERTSON i DEED OF GIFT # 2008-022773 I TAX ID #10517E230005 R1 a PERSONAL REPRESENTATIVE'S DEED # 930841 TAX ID #IOS17E230045 ;1I # 2010-007607 TAX ID #10S17E230030 a BMK 10-0869 0 TAX ID #10S17E231201 OWNER: TWIN FALLS o -P/L - P/L -- HIGHWAY DISITRICT + I + WD# 92010106 Q I I HANKINS RD. TAX ID #10S17E230002 JFd. 5/8" to00 ��'P8v44+00 45+0046+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 a_ 3+00 m Fa 5/8 CP7 Fd.5/a" Mon 10 Man. 11 PIGS. Si' 2639.80' Mnn. 1�% Men. 13 BMK SSP,D NGS Mon. IS -CP9 c u CP6 Man. 8 I'd- 1/2' 889 ��/^ t00 - -.. - - Fa 655 t/z ass P/L - - P/L -- P/L - - P/L Fd. 5/e" 72025\ HANKINS RD. POE BM 10-01 , N 359 56' 19" 63+00.00 P L P/L - - OWNER: ORB & IRKS Po. 1 N �- Fd. t/z" ,aoo Fd. 1/z' 10�o Fd. t/2" t0oo = WNER NOLAN WATTE OWNER: /2 E. 752722428 'TILL - INVESTMENTS, LLC DOUGLAS P. BLIRKS / 2017-007344 # # 0_0-00-_06 Mon. 15 J Mon. Mon. 7 Fd. 1/2"Bent # 2010-008032 2 a 9a ' CHOBANI IDAHO, INC. = TAX ID #tOS17E243061 TAX ID tOS17E2430,5 a S OWNER: BUTTARS FAMILY LIMITED PARTNERSHIP # TAX ID #1CS17E_4304,. � I LOT t, BLOCK 1 Mon- 9 J C � I GD# 2011-013570 I MAGIC VALLEY BUSINESS PARK Y i ri -- TAX ID #10517E243150 SUBDIVISION UNIT i Z 2004-00?401 I a D m T10S R17E Sect 24 3 M N U M E N T S BENCHMARK S s >I CP 1 - Found 4's" I-F 4 - Aluminum Cap CP 7 - Found " 1000 Mon. 1 - Found 1/2" Bent Mon. 4 - Found 1/2" Bent Mon, 7 - Found 1/2 1000 Mon. 10 - Found 1/2" 889 Mon. 13 - Found 1/2" 889 SM 10-3021 BM 10-0869 Sta. 10+00.00, 0.0' LL Sto. 36+41.99, 0.0' Rt. Sta. 44+17.31, 0.1' Lt. Sta. 35+19.71. 58,0' Rt. Sta. 36+41.68. 57.7' Rt. Sto. 45+09.09. 58 3' Rt. Sta, 49+61.82, 25.1' Rt. Sto. 56+16,79, 25.0' Rt. Sta, 34+55 63, 69.3' Rt. Sta. 56+99.14. 35.1 Lt. ''. EHM Engineers, Inc. NI Elev. 3823.76' Ele, 3819.88' Ele, 3817.89' Ele, 3819.20' Ele, 3819.58' Ele, 3816.21' Ele, 3813.82' Elev. 3811.50' Elev. 3.820.48' Elev. 3812.08 BUU)IN.THEFUTUREaNAl.UNDATIONaFEXCELLENCE N. 316333.79 N. 313975.78 N. 318751.09 N. 31853.66 N. 313975.63 N. 319842.94 N- 320295.63 N. 320950.59 N. 318789.60 N. 321032.88 E. 1527234.61 E. 1527226.97 E. 1527226.06 E. 1527285.34 E. 1527284.63 E. 1527284.31 E. 1527250.62 E. 1527149-89 E. 1527289.81 E. 1527189.66 Engineers/Surveyors/Planners N CP 2 - Found)." JUB CP 5 - Found k" CP 8 - Found " Mon. 2 - Found 1/2" Bent Mon. 5 - Found 1/2" 14218 Mon. 8 - Found 1/2" 1000 Men. 11 - Found 112" 1000 Mon. 14 - Found 5/8" 12025 BM 10-0171 SM SSRD NGS 621 North College Road,Suite 100 Twin Falls.Idaho 83301 Sta. 23+21.02, 0.1' Rt. Sta. 38+92.00, 0.0' Rt, Sta. 45+18.44, 0.1' Rt. Sto. 35+69.97, 103.7' Rt. Sta. 36+42.36. 25.0' Lt. Stu. 48+67.78, 582' Rt. Sta. 50+91.75. 25.0' Rt. Stu. 61+98.56, 24.8' P.t. Sta. 44+05.02, 21.3' Rt. Sta. 60+60,68, 20.7' Ltt p(208)-734-4888 fax(208)-734-6049 web:ehmine.eom N EI<, 3812.18' Elev. 3819.62' Elev. 3817.10' Elev. 3819.68' Elev. 3819.54' Elev. 3813.67' Elev- 3812.68' Elev. 3806.25 Elev. 3818.82' Elev. 3806.90' N. 317654.81 N. 3192-9&7B N. 319852.22 W 318904.05 N. 318976.11 N. 320201.63 N. 320425.56 N. 327153 4-9-07 2 E 152724744 E. N. 319738.83 N. 321394.43 1527203-63 E. 1527230.84 E. 15272-26 74 E. 15272-2&08 E 1527330.92 E. 1527201.93 E. 1527283.84 E. 1527?5 . E. 22 . , . N - 036 15- PL LAND CP 6 - Found CP 9 - Aluminum 2 �o' j CP 3 - Found � 56 Cap Mon. 3 - Found 1/2 14216 Mon. 6 - Found 1/� 1000 Mon. 9 - Found 1�2 Bent Mon, 1L - Found 17�' 865 Mon. 15 - Found 1/2" caS s� ao Sto. 36+10.01. 0.0' Lt. Sto. 44+14.89, 0.1' Lt. Sta. 62+81.80, 0.0' RL Sta. 36+10.30, 25.0' Lt. Sto. 44+07.91, 58.0' RL Sta. 48+97.73, 88.3' Rt. Sta. 54+59,03, 24.8' Rt. Sta. 62+33.17. 60.0' Rt. �C� STER 'pG Elev. 3812.16' Ele, 3817,85' Elev. 3805.69. Elev. 3819.51' Elev. 3815.40' Elev. 3813.59' Elev, 3811.67' Elev. 3805.69' O n v N. 318943.79 N. 318748.67 N. 321615.58 N. 313944+01 N. 319741.75 N. 320231.60 N. 320792.83 N. 321567,02 QZ E. 1527227.04 E. 1527226.06 E. 1527224.13 E. 1527202.08 E. 1527284.11 E. 1527313.96 E. 1527249.80 E. 1527284.21 2 M Y _ - 0 75 ,s _--_- 10110 N 0 QQ Plan Scale y CPP7• 141�O O n • R O A D W A Y P L A N S' 9TE OF E Revisions' TOr {^� .o o • S I G N A T U R E S �Z Survey Control Plan h'ER S• Design By: HDR Date: � 21 Drawn By: HGE Dote: 3/'1 E:� City of Twin Falls 203 Main Ave, East Twin Falls, '0 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 02 Of 15 0 N O T E S Exist. P/L 25.0' 7t tj 58.0' �A Record Location And Elevation Of City approved to widen 43.6 f Existing Crown Prior To Removal, PCCP to 15'left of crown. Incidental To Project. Match Existing Crown�A Match Existing ❑ Crown Elevation And Location With New Prescriptive Easement B Pavement. LJvLJ �B Match Existing Pavement Elevation At a Sawcut Or Lip Of Gutter. �C Remove Existing HMA Pavement Item 9" Portland Cement Concrete Pavement - Class 4000A, Item 705.4.1.A.1 201.4.1.D.1 And Existing Base, Item 202.4.1.A.1, To A Depth of 9". See Shoulder Grading Detail 12 Of Crushed Aggregate For Base Type 1 (Plan Quantity), Retain And Protect All Existing Curbing Regrade And Compact Existing Base Item 802.4.1.A.1 Prior To Placing Concrete Pavement, Incidental To Item 202.4.1.A.1. HANKINS ROAD S - SECTION A Remove Existing LIMA Pavement, Item 201.4.1 A. And Existing Base, Item 202.4.1.A.1, To A Depth Of 17'. Sta. 24+94.50 To 35+14.50 Regrade And Compact Existing Base Prior To Placing Geogrid And Asphalt Pavement, Item 202.4.1.A.1 1. See Survey Control Plan For Property Line And Easement Locations. Varies (0.0' To 58.0') Varies (0.0' To 25.0') 6n Varies (0.0' To 25.0') Varies (0.0' To 58.0') 2. Lane Lines And Concrete Joints Are Prescriptive Easement Not Coincident. See Plans For Or Exist. P L Exist. P/L Location Of Lane Lines. See Concrete 15.0' Varies (29.2' To 43.5') / / Details For Locations Of Joints. Exist. P/L Prescriptive Easement - 2.57 Crown A Match Existing r' 3. Shallow Basalt Intrusions May Require Or Exist. P/L� f- 9 ❑g x 9 Rock Removal Or Isolated Excavation. Any Additional Rock Excavation Or Removal Of Basalt Intrusions Is Incidental To Item 202.4.1.A.1. a Retain And Protect All Existing Curbing 9" Of Portland Cement Concrete Pavement - Class 4000A, Item 705.4.1.A.1 See Shoulder Grading Detail Existing Aggregate Base�C HANKINS ROAD S - SECTION B Sta. 35+14.50 To 36+34.50 Sto. 39+94.58 To 40+66.58 Varies (0.0' To 58.0') Varies (0.0' To 25.0') Varies (0.0' To 25.0') Varies (0.0' To 58.0') Orescrip Existtivee/Easement Exist. P/L 15.0' Varies (14.0' To 43.6') Exist. P/L Prescriptive Easement Or Exist. P/L� 2�57 Crown�A 2�5�7 See Shoulder Grading Detail 9" Of Portland Cement Concrete Pavement - Class 4000A, Item 705.4.1.A.1 See Shoulder Grading Detail Existing Aggregate Base SHOULDER GRADING DETAIL HANKINS ROAD S - SECTION C N.T S. Sta. 36+34.50 To 39+94.58 Sta. 40+66.58 To 44+62.61 Sta. 44+72.91 To 56+16.85 3 /a \ o 1.0 New PCC Pavement Crushed Aggregate For Base Type 1 \ Item 802.4.1.A.1 412 E. ' gyp N 5tio ep�' 1 SUITE 100 KCENTER BLVD. o I ��E ce� FYZ BOSE,ID 83706 Mo oCo + N I Oa O I r` N v \New Shoulder Material, Gc L Item SP \600 / Jam ENS-0 a m Egisting Aggregate Base OA ` 18297 o u �� s�,41 /2021In �0 � � • R O A D W A Y P L A N 'o E Revisions. • S G N A T U R E S • qT �F \pP �= Typical Sections ITT q . KO�� °-' Design By: HDP. Date: 4/21 Drawn By: HDP: Date: 4/-1 a le City of Twin Falls 203 Main Ave. East, Twin Falls ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 03 Of 15 Varies (0.0' To 58.0') Varies (0.0' To 25.0') 25.0' Prescriptive Easement N O T E S ❑Sawcut Or Exist. P/L A Record Location And Elevation Of 15.0' 14.0' 9.0' 1.0, Existing Crown Prior To Removal, Retain And Protect All Existing Curbing, Incidental To Project. Match Existing Exist. P/L Prescriptive Easement 2.5% Crown A Match Existing a Pavemen Elevation And Location With New P _— Gutter, And Pavement Crown Or Exist. P/L� ❑ 9 �B Match Existing Pavement Elevation At Sawcut Or Lip Of Gutter. a See Shoulder Grading Detail ❑C Remove Existing HMA Pavement Item 7" Of Crushed Aggregate For Base Type 1 (Plan Quantity), 201.4.1.D.1 And Existing Base, Item Item 802.4.1.A.1 202.4.1 A. To A Depth of 9". 9" Of Portland Cement Concrete Pavement — Regrade And Compact Existing Base Class 4000A, Item 705.4.1.A.1 Prior To Placing Concrete Pavement, Install oncrete To Asphalt Transition Per ISPWC SD-714B. Incidental To Item 202.4.1.A.1. �C Existing Aggregate Base Replace #5 Tie Bar In Detail With #6. ❑ Remove Existing LIMA Pavement, Item HAN KI NS ROAD S - SECTION D The city authorized a change to substitute the 201.4.1.D.1, And Existing Base, Item proposed plant mix pavement to 9" PCCP. In 202.4.1.A.1, To A Depth Of 17". Regrade And Compact Existing Base Sto. 56+16.85 To 60+96.85 addition, PMF made an agreement with Oasis Prior To Placing Geogrid And Asphalt �to Carry PCCP to the existing Curb. Pavement, Item 202.4.1.A.1 1. See Survey Control Plan For Property ❑ }� Line And Easement Locations. 25.0' Varies (25.0' To 60.0') 2. Lane Lines And Concrete Joints Are Not Coincident. See Plans For Location Of Lane Lines. See Concrete Sawcut Varies 15.0' to 35.9' Varies (18.6' To 30.8') Details For Locations Of Joints. Prescriptive Easement Exist. P/L 3. Shallow Basalt Intrusions May Require Or Exist. P/L� ❑ Match Existing Crown❑A Match Existing ❑ Rock Removal Or Isolated Excavation. Any Additional Rock Excavation Or Rem val Of Basalt Intrusions Is Incideontal To Item 202.4.1.A.1. a Existing Parking Lot Pavement 9 g a Retain And Protect All Existing Curbing And Aggregate 77" Plant Mix Pavement (SP-5 PG 76-28)A_Quantity), 3 Lifts Item 810.4.1.A.1 Crushed Aggregate For Base Type 12.4.1.A.1 gd, Item SP 700❑ HANKINS ROAD S - SECTION E Stc 60-96.85 To 62+34.00 SHOULDER GRADING DETAIL N.T.S. o � o I.O New PCC Pavement _I Crushed Ag(/egote For Base Type a 1 \ / Item 802.4.1 A. ' gyp 412 E.PARKCENTER BLVD. SUITE 100 ce BOISE,ID 83706 o Ma�c�at F.� 0 0 0 N Oo o I n N N New Shoulder Material, S�o ro \ IteNA L m SP 600 / J "•�j E N SFO a Q Egisting Aggregate Base E ` 18297 N � / / \� s�4/6/2021�0 a s • R O A D W A Y P L A N d Revisions, o R • S I G N A T U R E 5 •y.Z Typical Sections Tq KO� a� Design By: HER Date: 4/21 Drawn By: HER Date: 4/21 City of Twin Falls 203 Main Ave. Est, Twin wi Fag/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 04 Of 15 https: N O T E S Control Line ORemoval of Obstructions, Item 201.4.1.C.1 Crown ----- 22 Valve Box, Type Water Or Irrigation, Adjust TO -- --- Grade, Item 2030.4.1.C.1 Center Of Stripe 24 Asphalt Repair, Item SP 810 Extended plant mix pavement to approx.sta.24+04 to make z7 Sawcut Neat Line. Match Existing. See Standard Drawing TFSD-806, Incidental To Project a smooth transition. 10"3/4"agg.base and 6"plant mix 6" press 29 high h Regrade Ditch TO Provide Improved Flaw From pavement.See C0#2. p Street To Drainage Pond. Match Existing Ditch steel gas pipe Width And Slope. Incidental TO 202.4.1.A.1 O G O _ O 30 See ISPWC SD-714B For Concrete To Asphalt a Transition .. .. .. .. a 0 ui EG. Inu�_.. EG EG EG .. E .. EG.. .. E _ a OHP +:Oyu" ONP OHP OHP OHP OHP OHP OHp 37 Remove And Stockpile Concrete Barriers. Reinstall + + — T In Existing Location Prior TO Allowing Traffic On T TT— T To T G T G G oo a Finished Pavement. a P N + m EP EP EP EP EP EP- EP - EP EP EP _ EPZZ— EP an a 1. Refer To Concrete Jointing Plans For Concrete " +86.41 z7 o HANKINS RD. o " " Paving Limits. -00 25+00 2 N 26+00 27+00 N 28+00 29 a -- — ------ ------ 2. Pavement Markings Are Dimensioned From Edge Match Existing Pavement 5 Of Pavement Or Lip Of Gutter To Center Of Markings Sta 24+86.41 8.0 Crown o I- Stripe. " 2 � 1 3. Match Existing Approach Location, Width, And 30 w `o w w w g Radii During Repair. � w W N io O IRR IRR IRR IRR IRR IRR IRR IRR KK O 2 37 22 io a / 22 - 29 / P/L P/L �—— F'/L —— P/L —— P/L —— P/L —— P/L —— P/L —— P/L —— P/L —— P/L —— abandoned 4"gas / phone line intercepted 8-16-21 line PMF hit 8-4-21 PAVEMENT MARKING LEGEND (looks to be more in this area a Longitudinal Pavement Markings To Be Installed By City Of Twin Falls. Transverse Pavement Markings, Stop Bars, And Symbols To Be Installed By Contractor As Thermoplastic, Item Number 1104.4.1.B.1. Symbol Dimensions To Match Table 313-1 In Section 3B.20 Of The ITD Traffic Manual. Control Line ro O 4" Yellow - Carter Line 7' Length & 18 Gap x O2 4" Double Yellow - No Passing - Crown 2 Direction ----,�-------- O 4" Yellow - 2 Wa Lt. Turn 7' Length & 18' �ap Center Of Stripe O4 8" White - Channelizing O5 4" White - Right Edge O 24" White - Stop Bar ,O OHP ONP T OHP OHP T— OXP / OXPT �uo� OHP OHP OHP OHP P O Oi FO FO H OHP G O O G N O an o' + EP EP EP EP EP t, EP—EE— —EIB—$�[I EP EBB -- � N M " 6 HANKINS RD. in 00 30+00 31+00 N 32+00 33+00 34 N ^� ------------—————————————— --------- ---------------- ---------------------------- ------------------------- ————————————— ---------= Crown - rn 3 3 I O o �— 0 20 40 80 zI � w 5 w w w w— � o w w w �o N Plan Scale g o r IRR IRR IRR IRR IRR ... .,. IRR IRR IRR W lb 412 E.PARKCENTER BLVD. u) �� SUITE 100 oBOISE,ID 83706 ILL r. ��t P/L —— P/ —— P/L —— P/L —— P/L —— P/L —— P/L —— P/L P/L —— P/L — P/L —— P/L —— P/L �\OI�L F'Y 00 / g -- o��s ENSF c�F a future fiber line(wasn't N M 3 being used) c PMF hit 8-4-21 18297 13 0 3: 5 4/6/202110 �0 � � • R O A D W A Y P L A N Revisions. OF • S I G N A T U R E S Z Sta. 23+86 to Sta. 34+00 T A . K0� °-' Design By: HDF. Date: 4/21 Drawn By: FLF Date: 4/-1 a� City of Twin Falls 203 Main https//www.tfidorrg/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 05 Of 15 Control Line ■_ O T E �7 W 11 Concrete Valley Gutters, Item 706.4.1.B.3 Control Line Center Of Stripe O 18 Permanent Signing, Item 1105.4.1.A.1 w 19 Steel Sign Post (Type E-1), Item 1105.4.1_C.1 ---- Crown ® Crown 20 Reference And Reset Monuments, Item 2020.4.1.F.1 43 21 Manhole, Type Sewer, Adjust to Grade, Center Of Stripe Sta. 35+30.00 O 0 O Item 2030.4.1.A.1 0 o Offset 16.70' Lt. 'n 'r? O 4' Wide 34 I 22 Valve Box, Type Water Or Irrigation, Adjust To 0 o Wide o Grade, Item 2030.4.1.C.1 + + 40 41 42 W w + + + ,n 24 Asphalt Repair, Item SP 810 28 x x x x x x x x Fd. 1/" 142 a 1/2" c 24 20.0' LT 20.0' LT 24 N -- - —C' n 27 Sawcut Neat Line. Match Existing. See Standard a' T T T Drawing TFSD-806, Incidental To Project OXP OXP� T�� uo O OHP T1 OHP T OHP O OHP OHP oo _ ^I'D FG `� Fa o FYN Fa �p �c FG 00 28 Retain & Protect See Details For Manholes Near Edge Of Pavement N 5 21 32 20 21 N a 20 5 00 HANKINS RD. 35 00 --- 40 41 42 36+00 37+00 38 00 —sew sew 39 �° 34 Type "C" Surface Restoration (Gravel Roadway), .. - ------------ --- ��- -- - --- -- - - - - --- ------— ------- ------- Item 307.4.1.E.1 Fd. 5/"IllegiW- Fd. 1 .� G 0 3 o 20 - 35 Anchor Assembly, Item 1105.4.1.D.1 a o Crown 22 a 4 � G G G G f G G G 36 Curb Turn Fillets And Backfill, Item 706.4.1.C.3 4 rn 38 Dowel Curb Turn Fillet And Valley Gutter Rebor 5 w w w—o W w W 22 `� 22 5 15" Into Concrete Pavement Per TFSD-708A o Sta. 35+79.Rt73 y ;n 40 Service/Utility Trench Excavation, Item 301.4.1.D.1 IRR �re Irere IRR IRR RR IRR aal - 41 Service/Utility Trench Backfill, Item 306.4.1.E.1 � Offset 44.56' 11 18 19 35 M Sta. 35+19.54 Offset 46.47' Rt. T2 38 27 18 19 35 42 Dual Fiber Optic Conduit Size 1.25", Item SP 2070.4.1.A.1 a ® 28 43 Fiber Optic Manhole, Item SP 2070.4.1.6.1 Ga Fd. /2"Bent 8 F. 1/2"sent _ 1. Refer To Concrete Jointing Plans For Concrete P/L -- P/L �-- P/L P�- P/L -- P/L -- P/L P/L -- P/L - P 9 T T T T Paving Limits. 43 � W T 24 27 54.5' RT 30'CMP 2. Pavement Markings Are Dimensioned From Edge Sta. 35+30.00 36 21 21 Q INv. 16.2 MP 36"irrigation pipe is inside box culvert. of Pavement Or gLip Of Gutter To Center Of 9 Offset 53.00'Match Existing box culvert top and part of sides Stripe. Match Existing Radius W were removed within roadway And TBC Elevation fl\ 4 3. Match Existing Approach Location, Width, And NVQ iO 24 construction limits Radii During Repair. Sta. 35+77.49 0 Offset 98.48' Rt. Fd. PAVEMENT MARKING LEGEND J OM3-R OM3-L Control Line W 12'x36" 12'x36" _ Longitudinal Pavement Markings To Be Installed By City Of Sta. 36+52.00 Sta. 36+57.00 Twin Falls. Transverse Pavement Markings, Stop Bars, And Offset 45.5' Rt. Offse 45.5' Rt. Symbols To Be Installed B Contractor As Thermoplastic, Center Of Stripe y y p 24 27 Item Number 1104.4.1.B.1. Symbol Dimensions To Match LPL __ P/ __ P L __ P __ P L __ P __ in meeting on 9/14/21 the P L _ P/ RL ——IRR P/L RR Table 38-1 In Section 36.20 Of The ITO Traffic Manual. I city approved a 10'radius Crown :2!— here and curb extension ----- 0— — 4" Length - center Pine 7' Len th & 18 Ga for smooth transition from O2 4" Double Yellow - No Passing - 0 2 Direction 34 4' Wide existing to proposed _ — — 4" Yellow - 2 Vc Lt. Turn 40 41 42 + '$ 7' Length & 18 Gyap O4 8" White - Chonnelizing 24 20 0' LT 21 32 _ iO T T T T OS 4" White - Right Edge T O OHP OHP T O OHP OHP OHP OHP CHP OHP 0 o T FO FO FO rP N FO EP FO N FO EP FO E FO EP Po FP FP Fa o 6 24" White - StopBar M + EP EP FP�� T� + O rn G G G 5 21 HANKINS RD. in 00 sew sew 40+00 sew sew 41+00 42+OO9w sew-43+00 sew sew 44 r2 z'�-- -------- -----—- ------- ----—- - -- 2 22 1 15.0' Crown �' g �` g o' ' - � L o G EP EP 0 20 40 80 o 3 0 G G z Plan Scale 0 0 0 g uj o ro 0 0 S N 412 E.PARKCENTER BLVD.I 0 al teer �pF.. E ,, G vi o; ro N + 0 - New fiber optic manhole and SUITE,+ + conduit crossing near sta.43+60 No / FR BOSE,ID 83706 � N City authorized to extend (originally planned to cross at the taper to the north. Blue sta.44+11). -- -- —T P/E T line represents edge of — — P/L —— P/L —— /L —— P/L —— S�0 L F 00 PCCP. �Nc E N SF�C `IRR IRR IRR IRR IRR R / aJqq 18297 q a F a F3 0� sT4/6/2021�0 � � • R O A D W A Y P L A N Revlslans. qTE OF • S I G N A T U R E S Z Sta. 34+00 to Sta. 44+00 T A . K0� °-' Design By: HDF. Date: 4/21 Drawn By: TDB: Date: 4/-1 a� City of Twin Falls 203 Main https//www.tfidorrg/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 06 Of 15 I C ■_ O T E �7 Control Line This fiber optic crossing O Removal Of Obstructions, Item 201.4.1.C.1 moved to a r ox.sta. Center Of Stripe P P 20 Reference And Reset Monuments, Item 2020.4.1.F.1 43+60. An 8"steel pipe was installed under the z, Manhole, Type ype Sewer, Adjust to Grade, — railroad tracks and fiber optic conduit was Crown Item 2030.4.1.A.1 40 41 a J installed between manholes under verbal ______�_____ zz valve Box, Type Water Or Irrigation, Adjust To 431agreement with Railroad Grade, Item 2030.4.1.C.1 XJ-Box 24 Asphalt Repair, Item SP 810 S 44+11.00 0 0 0 0 0 fset 18.00' Lt. o v 43 „f N 2 43 44 27 Sawcut Neat Line. Match Existing. See Standard I + + Sta. 45+30.00 40 41 42 + rn " \ Drawing TFSD-806, Incidental To Project + + + + Sta. 48+72.00t fi Offset 17.00 Lt. 21 32 Offset 17.00' Lt.t 28 Retain & Protect 2 J-Box T11 T T -- x� �x��— x �' x x x 32 See Details For Manholes Near Edge Of Pavement OI mp OHP OHP T OHP qIP F N FO FO FO FO FO FO FO FO Ty L 34 o EP o io O e "C" Surface Restoration (Gravel Roadway), a, + �' + o Item 307.4. E1 40 41 42 '4 'D aC v " 40 Service Utilit Trench Excavation, Item 301.4.1.D.1 5 cv " 20 HANKINS RD. 5 2 6 6 1 in 0 sew_45+00 46+00—sew 47+00 sew 48+0 se s 6 / y in 41 Service/ Utility Trench Backfill, Item 306.4.1.E.1 -- ------ -- -- N 21 d.5/e" Crown �� - 42 Dual Fiber Optic Conduit Size - 1.25", Item SP 20 5 22 / `l 22 24 2070.4.1.A.1 E E 43 Fiber Optic Manhole, Item SP 2070.4.1.B.1 G-0 G 5 G G G g 0. 44 Connect Manhole To Existing Conduit Crossing. Conduit " J-Box Verify Location Prior To Installation io 2 Q 2 43 44 Q I 28 1. Refer To Concrete Jointing Plans For Concrete 2 J Box Sta. 48+72.00f paving Limits. O I1 f Offset 25.00' Rt.f Sta. 44+11.00 a 2. Pavement Markings Are Dimensioned From Edge Offset 20.00' Rt. J I Of Pavement Or Lip Of Gutter To Center Of Stripe. Fd. 1 2" l000 Fd. t/2" o0o d. 1/2" t0oo 3. Match Existing Approach Location, Width, And P� —— P/L —— P/L —— P/� —— P/L —— P/L —— P/L —— P/L — — P/L —— Radii During Repair. I IRR O —IRR I � PAVEMENT MARKING LEGEND I Longitudinal Pavement Markings To Be Installed By City Of ZTwin Falls. Transverse Pavement Markings, Stop Bars, And Symbols To Be Installed By Contractor As Thermoplastic, Item Number 1104.4.1.B.1. Symbol Dimensions To Match W Table 313-1 In Section 3B.20 Of The TO Traffic Manual. t--�FO— EP W O_ _ 4" Yellow - Cegter Line 7' Length & 18 Gap 4" Double Yellow - No Passing2 Direction 4" Yellow - 2WaLt. Turn 7' Length & 18' �ap 4 8" White - Channelizing 4" White - Right Edge White - Stop Bar 4' Wide 34 34 4' Wide40 41 42 24 20' LT —OHPmP wP wP mP FOFO FO FOFO+ ewP EP e— EP+ e wN HANKINS RD. in 00 sew sew 50+00 sew sew . se" sew s sew sew 51+o6" 52+00 sew 53+00 ew "v 54 N - -- ------- ------- -------- -- 20 n - 20 22 Crown N - o+ 22 22 O T O x ZI 1/2"9a9 3 _ x N * Plan Scale a21' RTUj 24 27. e 2 110oo x x x x x x x --x � x— x � —x — x—= ^I `` 24 27 25' R 412 E.PARKCENTER BLVD. > SUITE o I F 28 FR BOISE,100 83706 N Z J I� NAL FNc ENS aw o '^ 03 18297 N ; d. 1/2"Bent _ �� 0, 4/6/2021�o 0 U � � • R O A D W A Y P L A N Revlslans. qTE OF • S I G N A T U R E S Z Sta. 44+00 to Sta. 54+00 T A . K0� °-' Design By: HIP: Date: Drawn By: H Date: 4 -'1 a� City of Twin Falls 203 Main https//www.tfidorrg/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 07 Of 15 Control Line r N O T E $ 20 Reference And Reset Monuments, Item 2020.4.1.F.1 Center Of Stripe 21 Manhole, Type Sewer, Adjust to Grade, Item 2030.4.1.A.1 P/L —— P/L —— P/L —— P/L —— P/L —— P/L —— P/L _ 22 Valve Box, Type Water Or Irrigation, Adjust To Crown Grade, Item 2030.4.1.C.1—————— ————— 24 Asphalt Repair, Item SP 810 oo i 27 Sawcut Neat Line. Match Existing. See Standard N o i 6 Drawing TFSD-806, Incidental To Project N + 40 41 42 + 28 Retain & Protect 21 32 I o 30 See ISPWC SD-714B For Concrete To Asphalt 24 27 20' LT Ee 24 27 20' LT Transition oHP oiP pIP oHP oHP aHP oxP aHP� qHo. aeP a�a axP 32 See Details For Manholes Near Edge Of Pavement .N r N Fp 'O OHP OHP n FOEF T F0 ro T T E EPT P T FO 33 Retain And Protect Existing Pedestrian Ramp And N _ rn Underground Signal Facilities 20 34 Type "C" Surface Restoration Gravel Roadway), 6 5 Sew— saw 21 rsew sew SeW � HANKINS RD. ew w Sew G Sew-- sew saw a 0 vp ( v), 00 55+00 56+00 57+00 58+00 59 N Item 307.4.1.E.1 -------- -------- ------ --------- ----- -------- -------- � ---- ---— ——— ---- -- �---- ----N — � GRAO -- ---- ---- Service Utility Trench Excavation, Item 301.4.1.D.1 N G Crown N 22 y.� 30 15.0' RT ri q 22 22 22 41 Service/Utility Trench Backfill, Item 306.4.1.E.1 G G c o K42 Dual Fiber Optic Conduit Size 1.25 Item SP N o T2 T T T T T 2070.4.1.A.1 Fiber Optic Manhole, Item SP 2070.4.1.B.1 x 24 27 21 RT 4.5' F. 1/2"8 9 1. Refer To Concrete Jointing Plans For Concrete � Paving Limits. J 2. Pavement Markings Are Dimensioned From Edge Of Pavement Or Lip Of Gutter To Center Of Stripe. 3. Match Existing Approach Location, Width, And Radii During Repair. PCCP was extended to curb and gutter. PAVEMENT MARKING LEGEND Longitudinal Pavement Markings To Be Installed By City Of / Control Line Twin Falls. Transverse Pavement Markings, Stop Bars, And Symbols To Be Installed By Contractor As Thermoplastic, Item Number 1104.4.1.B.1. Symbol Dimensions To Match Table 313-1 In Section 3B.20 Of The ITD Traffic Manual. Center Of Stripe O 7' Yellow gth &18 tetra Gap Crown `� O 4" Double Yellow — No Passing ______ 2 Direction existingpipe was retained 43 p p O — — 4'" Yellow — 2 Lt. Turn a &protected even tho it was Sta. 62+17.63 — — 7 Length & 18 Wa dap slightly in base section Offset 32.29' Lt. a I Q �q O4 8" White — Channelizing a � < O5 4" White — Right Edge Sta. 62+06 tD.09 x oo Offset 24.00� Lt. / N •}& J \\ O 24" White — Stop Bar 40 41 42 m 1 Sta. 61+54.50 0" 24 27 20' LT 28 24 27 18' LT + 28 27 + Offset 14.00' Lt. 27 33 W UH Tr UP 01'Q OHP OHP ONP Sp OHP O N 21 N Sew + z O EP EP ew 28 ro 28 40 41 42 n 5 21 w N G sew N sew a inroo� saw sew 60+00 sew ew 61+00 62+00 63+00 64� Crown 1 4 30 15' RT HANKINS RD. � 30 +96.85 / 2 `� 6 27 +34.00 0 yo G 0 20 40 80 o OI T T w T w T w i T w w Z —— —— —— — Plan Scale g RT L P/L —QF�vI/8 120 7 Fd. 1/2"Bent 27 \ T oI 24' O >o oo a 412 E.PARKCENTER BLVD. N \ c' / FR SUITE 100 0 0 + BOSE,ID 83706 N + -ENSF� N 3 3 18297 0 3r sT 4/6/202110 �0 � � • R O A D W A Y P L A N Revisions. qTE OF • S I G N A T U R E S Z Sta. 54+00 to Sta. 62+34 T A . KO °—' Design By: FCB Date: 4;21 Drawn By: FLR Date: 4/-1 a� City of Twin Falls 203 Main https//www.tfidorrg/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 08 Of 15 N O T E S 1. Use No. 6 Deformed Bars 30" In Length At 30" Spacing O.C. For All Longitudinal Joints, 1.5" Dowel Bars 15" In Length At 12" Spacing O.C. For Transverse Joints, Similar To 11th pour 9th pour TFSD-714A. 8-31-21 8-26-21 2. Longitudinal Joints And Pavement Markings Are Not Coincident. See Roadway Plans For Locations Of Pavement Markings �c G 3. Maximum Transverse Joint Spacing Is -0- c 12'. The Minimum Transverse Joint .. .. .. .. .. .. .. .. .. .. EG EG EG EG .. EG .. EG.. .. EC Spacing is 9'. OXP OHP OHP OHP OHP 12' Typical Joint Spacing °HP OHP 4. Warp Joints As Required At Manholes, T - G o Catch Basins, Valves, And Monuments. EP _ G These Items Shall Be Isolated Per a=3 EP a rn American Concrete Pavement 2.5% 2.2% 1.2% 1.5% L2% 1.8% 1.7% 1.7% 1.7% 2.3% P0% Association Publication ISO06P. -00 15.0' 5+00 2s 0 HANK l__ RD. 2 +00 28 oo 29 o Manhole Collars Per ISPWC Do Not '� Apply In Concrete Paving. 0 2.5� 1.9% 1.5% 11.8% 1.1% 2.1% 2.2% 1.9% 2.0% 1.9% 2.2%j 5. Contractor Shall Furnish A Detailed v 1 1 1 1 I Joint Layout Plan, Including p Construction Phasing Sequence And Construction Surveying, For Approval 1.7% 2.0% 2.0% w x.x% w 1.8% 1.7% 1.9% w 2.1% 1.5% w 22% By The Engineer Prior To Construction y w W At Contractors Expense. / IRR IRR IRR IRR IRR IR IR R RRIRR F IRR Irl 6. Replace #5 Tie Bar With A #6 Tie Bar / 2.7/0 2.8% 1.8% 1 2.1%_1 2.3% 2.4%_1 2.3% 1 1.8% 1 1.7% 1 1.4% 1 In The Concrete To Aspholt Transitions A I 1.4% Detail In SD-7146. IF i p�L - PAL _ - PAL -- PAL _ - PAL -- PAL - PAL -- PAL - PAL -_ PAL -- p/L a 8th pour 8-24-21 OHP OHP T OHP OHP T OHP OXPT OHP T OHP OHP OHP 0 P OHP OHP 0 12 Typical Joint Spacing PG n PO- o 0 0 D• N EPk EP EP EP 'R 1.8% 1.5% 2.2% 2.1 5.0' 9' 2.6% 2.5% o 3 +00 31+00 HANKI _ _tD. 32 f' 3 +00 34 0 oi - 2.0% 1.5% 17% 1.6% c, 1.8% 24% - o - 0 20 40 80 al 2.4% w 1.7% w w 1.5% w 1.8% "' 1.3% w w 1.1% U y Plan Scale Z O IF U I n - 1 1.5% 1.3% 1 -2.3% 1 1 2.2% 1 0 1.9% 1 2.6% 1 412 E.PARKCENTER BLVD. rn SUITE 100 oBOISE,ID 83706 N O A1^ p�L -_ PAL -- PAL -_ PEL -- PAL - - PAL _- PAL -- PAL -_ PAL -- PAL - PAL -- PAL -_ PAL -- �S�ONAL F�V oo / 12th pour 9-7- 3�2pour �ot�� EN/SFO /,L0� M 3 M C F4 18297 0� sT4/6/2021�0 � � • R O A D W A Y P L A N OF Revisions. • S I G N A T U R E S d= Concrete Pavement Detail TA . K0� °-' Design By: HDF. Dote: 4/21 Drawn By: HDP: Date: 4/-1 a� City of Twin Falls 203 Main Ave. East, Twi Falls ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 09 Of 15 N O T E S 1. Use No. 6 Deformed Bars 30" In m Length At 30" Spacing O.C. For All Longitudinal Joints, 1.5" Dowel Bars 15" In Length At 12" Spacing O.C. w For Transverse Joints, Similar To TFSD-714A. 7th pour 2. Longitudinal Joints And Pavement Markings Are Not Coincident. See 8th pour 8-19-21 8-24-21 Sta. 35+14.50 Sta. 36+10.50 w I PcvaementPMarkings. lans For Locations Of Offset 14.00' LT Offset 14.00 LT F Sta. 35+02.50 1' Beyond Edge 3. Maximum Transverse Joint Spacing Is Offset 12.00' LT Of Collar 12'. The Minimum Transverse Joint xJ Fd. 1/ 142 a 1/2" Spacing is 9'. a' 12' Typical Joint Spacing -- -T 4. War Joints As Required At Manholes, OHP OHP OHP OHP- P q o o Catch Basins, Valves, And Monuments. o + o "> G G G G + These Items Shall Be Isolated Per VolAmerican Concrete Pavement T2.7% 0 2.4%ta. 35+86.51 a 2.5/o S RD. 1.7% 1.8% M Association Publication ISO06P. .�I Offset 14.00' LT o Manhole Collars Per ISPWC Do Not N 00 35+00 36+00 37+00 se sew 38+00 sew 39 � Apply In Concrete Paving. Illegible Fd. 4 Crown 1-5% 0 1.7% 2.1% - 5. Contractor Shall Furnish A Detailed 4 Joint Layout Plan, Including G G GG G Construction Phasing Sequence And Construction Surveying, For Approval _N w v' W �n By The Engineer Prior To Construction v I I a At Contractors Expense. 6. Replace #5 Tie Bar With A #6 Tie Bar 22% In The Concrete To Aspholt Transitions i ,ri 1 Iri LI Sit( 37+30.58 Detail In SD-7146. Offset 29.50' RT ...�...- A ICI , u Sta. 37+18.58 3 \ Offset 34.84' RT Ed. 1 2"Bent „`' F. 1/2"Bent �9, P/L -- P/L -- P/L P/L" -- P/L - - P/L -- PCL PCL P"l P our 13th our 15th p > c�MP,MP Sta. 37+06.58 9-14-21 9-7-21 \ Q Offset 44.00' RT >5.9 d � vA A I I w u IRR IRR P/L -- P/L -- P/L - - P/L -- P/L -- P/L -- P/L -- P/L -- P/L - P/L -- P/L - P/L --IRR IRR P/L 6th pour 8-17-21 12' Typical Joint Spacing T T T - --BHP- OHP OHP qIP OHP OIIP ORP OHP OHP o P EP EP o + ew e C ew G G M HAN _.._S RD. e) E2.2 1 v 2.6% 2.3% 2.: 1.8% o se 40+00 s w sew 41+00 sew 42+OO.w sew 43+00 sew 44 rn 0 1. 0 2.1% Crown 2.8% 0 1.9% 3 oI a v y 0 20 40 80 G � a_ - vI 41+98.58 Plan Scale o _� Joint Spacing Offset 15.00' RT c1I 85.3' Wlth 11.8' TY91col Sta. 41+74.88 a, // Offset 16.67' RT rn SUITE 100 412 E.PARKCENTER BLVD. N 14th pour Sta. 40+66.58 BOISE,ID 83706 L10 N 9-9-21 Offset 30.24' RT 0 �U Sta. 40+78.58 h n Offset 29.64' RT A1^ P/L -_ P/L _- P/L -_ P/L _- /L -_ P/L _- P/L -_ P/L O L o s,\ FNc IRR IRf -IRR IRR IRR R O(� CENSFO /2F 12 a 18297 tv 3 0 3r sT4/6/202110 �0 � � • R O A D W A Y P L A N Revlslans. qTE OF • S G N A T U R E S d= Concrete Pavement Detail TA . K0� :i�°E Design By: HDF. Date: 4/21 Drawn By: HLF Date: 4/-1 a City of Twin Falls 203 Main https//www.tfidorrg/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 10 Of 15 � I I N O T E S 1. Use No. 6 Deformed Bars 30" In I Length At 30" Spacing O.C. For All Longitudinal Joints, 1.5" Dowel Bars a 15" In Length At 12" Spacing O.C. For Transverse Joints, Similar To TFSD-714A. 2. Longitudinal Joints And Pavement 1' Beyond Edge Markings Are Not Coincident. See JSta. 75.17 Of Collor 5th pour Roadway Plans For Locations Of Ste. 44+64.88 .00' LT Pavement Markings. offset 14.00' Lr 7-28-21Sta. 46+20.85 Sta. 46+44.854 Panels Offset 14.00' LT Offset 14.00' LT 3. Maximum Transverse Joint Spacing Is ® 13.0' 12' Typical Joint Spacing 12'. The Minimum Transverse Joint 12' Typical Joint Spacing x Spacing is 9'. -oHP ow oRP OHP oRP T oeP P b x „ x v x sire f-eHP 4. Warp Joints As Required At Manholes, 0 o Catch Basins, Valves, And Monuments. o -EP _______ + These Items Shall Be Isolated Per � G G G G G G ^ G G � American Concrete Pavement In �r,E2.0% 2.2% 2.1% 2.3 o S Sew_a +0o Sew +oo sew sew ea7+o HANKINS RD. -Se 48 0o sew Sew z.4% Manhole Collars Publication IS006P. o Manhole Collars Per ISPWC Do Not Apply In Concrete Paving. Fd. /8 d.5/8" ^� v 2.3/o Crown 2.1/0 2.3% 1.7% 5. Contractor Shall Furnish A Detailed Joint Layout Plan, Including _ 1. Construction Phasing Sequence And � -c G j a �G -"- 0 - � Construction Surveying, For Approval Sta. 44+50.58 - Sta. 44+84.85 c G ® By The Engineer Prior To Construction Offset 1.00' RT \ Offset 1.00' RT At Contractor's Expense. 7,11 Sta. 44+60.18 `Sta. 44+70.48 6. Replace #5 Tie Bar With A #6 Tie Bar Offset 15.00' RT O Offset 15.00' RT J 10th OUr In The Concrete To Asphalt Transitions p Detail In SD-7146. 14th pour a8-30-21 9-9-21 2" 1000 Fd. 1/2' 000 _ d. 1/2" 1000 P� -- P/r - P/L - PTr - ,�_ -- PCr - - P/L -- PCr - - P/L - IRR /r/ IRR \ � II I � I R W I 1' Beyond Edge 3rd pour I Of Collar 7-20-21 Sta. 50+52.85 Sta. 50+76.85 Offset 14.00' LT Offset 14.00' LT 12' Typical Joint Spacing a/�-OHP T OHP OHP� OHP- OHP ONP OHP OHP OHP ., O T P T P /�/�/ -T T T WWWTTT o + ew a ew w e e + 3 G e w e e 2 2.4% w ..8% 1% 1'6% z.4% HANKINS RD. o 00 se sew 50+0 sew 51 00* se sew- +00 seW 53+0 seW w 54 rn 0 J 2.1% - 2.0% 1.9% Crown 24% 2.0% oI IF ; w 0 20 40 80 a wT T G T G -G G G G G I G U 1/2"889 3 Plan Scale z IT x ;: x x xx x xx O dx /2" 1000 N 412 E.PARKCENTER BLVD. a' G 4th pour �� BOITE 1D o - 7-22-21 BOISE,ID 83706 N 3a O Q 3 S�ONAL FN R S E N S a3: _� 12 C J T a d. 1/2"Bent i 18297 F4 3 - 0 3: sT4/6/2021�0 � � • R O A D W A Y P L A N Revlslans. qTE OF \�P • S I G N A T U R E S yZ Concrete Pavement Detail TA K0� °-' Design By: HDF. Dote: 4/21 Drawn By: TLF Date: 4/-1 a� City of Twin Falls 203 Main https//www.tfidorrg/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 11 Of 15 N O T E S 1. Use No. 6 Deformed Bars 30" In Length At 30" Spacing O.C. For All Longitudinal Joints, 1.5" Dowel Bars 15" In Length At 12" Spacing O.C. For Transverse Joints, Similar To P/L -- P/L -- P/L -- P/L -- P/L -- P/L -- P/L - TFSD-714A. 2. Longitudinal Joints And Pavement 3rd pour 2nd pour Markings Are Not Coincident. See 7-15-21 Roadway Plans For Locations Of 7-2�-21 Pavement Markings. 12' Typical Joint Spacing 3. Maximum Transverse Joint Spacing Is 12'. The Minimum Transverse Joint Spacing is 9'. oHP oHP oHP oHP OHP OHP oHP aHP� OHP OHP qIP M1P q1P 4. Warp Joints As Required At Manholes,i qIP OHP o T T T T T i T T T o Catch Basins, Valves, And Monuments. 0 0 These Items Shall Be Isolated Per �+ a ew ew ew a ew e American Concrete Pavement 1.8% 2.1% Co 2.1% HANKINS RD. a 1.a% 0 1.9/ N Association Publication ISO06P. Sew sewer Sew Sew 'n Sew Sew Se o Manhole Collars Per ISPWC Do Not 00 +00 e56+0 57 00 +00 59 Apply In Concrete Paving. 2.1% 2.2% 0 2.2% Crown 1'3 4 1.7/0 _ 5. Contractor Shall Furnish A Detailed a e''o v Joint Layout Plan, Including G G G G -G----G Construction Phasing Sequence And w w w w g Construction Surveying, For Approval T T T T T By The Engineer Prior To Construction �Ed. 1/2"865 - as*° 1.0% - - 1.7% - - At Contractors Expense. x P P/L P/L P/L .F 1/2"8 9 6. Replace #5 Tie Bar With A #6 Tie Bar In The Concrete To Asphalt Transitions �+ Detail In SD-7146. J See Typical Section D For Limits Of Asphalt Paving. 1 st pour 7-13-21 I I I I I I I I a _ <\12' Typical Joint Spacing } I � � S 80+96.85 \ ILI Offset 14.00' L cP m s Go o QH H OHP OHP T OHP OHP oHP T G OHP 50 QR OHP O w OHP -� 07 sew + Y Sew Se Sew r F EP ' ew�N 2.2% 1.7% 4 1.9% 3.6% HANKINS RD. sewa. < sew -sew �' se sQ1N- 64� o 0 60 00 +00 62+00 63+00 J _ 1.8% 1.6% 1.0% 1.8%_ �+ Crown o Sta. 60+96.85 � o Offset 15.00' R ox �I w G G GI IF G G G 0 20 40 80 a w w w w Iw -w- 2 69X T T 3.49/o 2.2% 2.79/( T Plan Scale O P/ - - P/L - P/L - P/L P/ -- P/L - P/L -QFd. 5/8 120 7 Fd. 1/2"Bent \ 7 � \a 412 E.PARKCENTER BLVD. I SUTE 1 o I 30 SE ID D 83706 1 Fd a / \ �t F . 1 2' co !I � 1,1ft A'^ See Typical Section D For Limits Of Asphalt Paving. (��S �1✓E N SF C/ 3 18297 �/ • 4/6/ R O A D W A Y P L A N • sg0202�P�o`�� vE Revisions. • 5 I G N A T U R E S �Z Concrete Pavement Detail ITT A . K0 °-' Design By: HCR Dote: 4;21 Drawn By: HCR Date: 4/-1 a� City of Twin Falls 203 Main https//www.tfidorrg/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 12 Of 15 N O T E S I I I 1. Eastern Idaho Railroad To Furnish And I Install Planking. Railroad Typical Planking I I Dimensions Are 8 X 2'. I > 2. Eastern Idaho Railroad To Reconstruct Track At Existing Hankins Road South Crossing. I � 3. Coordinate With Eastern Idaho Railroad At I Least 30 Days Prior To The Beginning Of Construction. li 4. Place Concrete Pavement After Railroad Planking Construction Is Completed. Pave —.n----.n--- =n ---.n ---.n ---°n----.n---� A Minimum Of 100' Either Side of I t Crossing Prior To Allowing Traffic Onto I I Tracks. o h I I 5. Roadway Elevation To Match Edge Of New I t Panel Elevation. Transition Cross Slope j I From Normal Crown To Rail Slope From I i> 100' Of Edge Of Tracks Or Nearest Panel, i Whichever Is Greater. j Steel casing and conduit Fiber Optic Manhole (See Plans) � I installed under RR tracks. I � I Install 2-1.25" Conduits Sta. 44+64.88 Fiber Optic Manhole (See Plans) I� (See Plans) Offset 14.00 � 100' Min. , _—.—. ,—. • * ' . , Crown Transition— — — — — — — — -- 11fI * , r nstall " Conduits Roadwav Sloes About Crown � r N q _—(See Plans) To Match New Railroad Panel Elevction . �.. .. .. .. Offset 14.00 Sta. 44+67.76° Install 2-1.25" Conduits � _ _ Offset 0.00 Hankins Rd (See Plans) Off I cn u! I t Install 2-1.25" Conduits �... a (See Plans) 4+00 A i Crown a e t Crown Fiber Optic Manhole (See Plans) I j I I I i I t 100' Min �° Sta. 44+60.11 -- `Sta. 44+70.48 ° Pivot Roadway Slope About Crown I Offset 15.00 Offset 15.00 To Match New Railroad Panel Elevation Crown Transition I II� J � J I I I r it A > � I st a III . t _ III Ri I i �I ` 0 3 . o I r /r 0 10 20 40 of (Q � --'^----°^----^--- '^ -- °� --� � Plan Scale N `�+ 412 E.PARKCENTER BLVD. rn SUTE 100 N I I BOISE,ID 83706 I W o , S,\oNAL FN c ENgF� �Y 18297 04/08/2021 a y • R O A D W A Y P L A N 9 o Revisions: • S G N A T U R E S • '��j' TF F m� Railroad Crossing Detail TA . KO�� T Design By. II Date 'iI Drawn By: Date. 1 ` a� City of Twin Falls 203 Main https://www.tfd.orrg/ ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 13 Of 15 12" MIN z 12" MIN N Install Joint At Typical Panel Width Edge Of Concrete Pavement Extension Edge Of Pavement // \\ Outside Manhole Wall Transverse Joint \ Transverse Joint Manhole Lid Reinforcing Per ISPWC SD-714 Black White T F nJ HIGH CONTRAST PREFORMED THERMOPLASTIC SYMBOL MARKINGS MANHOLE NEAR EDGE OF PAVEMENT N.T.S. N.T.S. Incidental To Item 1104.4.1.13.1 o+ 3 U F FI a I n 412 E.PARKCENTER BLVD. rn SUITE 100 o BOISE,ID 83706 N �S\�NAL F�c p�� \.\CENS,6 / 0 0. 3 / � C 18297 s1 4/6/2021�0 v • R O A D W A V P L A IN - 9 jF OF v ERevisions. o • S G N A T U R E S • Roadway Details �TA K0� "' Design By: HER Date: 4/21 Drawn By: HER Date: 4/21 aLZ City of Twin Falls 203 Main Ave. E ng/st, Twin ID 83301 Project Number: 10259127 Project Name: Hankins Road South Sheet 14 Of 15 https: 15 14 m 1 0 m \ \ 15 o°o°o°o°o°o°o 000000 1 O� FIBER p0° p0 OPTIC p0 BURIED FIBER 14 O O O O O O 0000000 a -, OPTIC O O°000 O BELOW 3 / 5 4 LEGEND O DUAL 1.25" FIBER OPTIC CONDUITS; CAP ENDS INSIDE MANHOLE. MINIMUM BEND RADIUS IS 5 FEET, BUT SHALL NOT BE LESS F� 16 r LAN VIEW THAN MANUFACTURER'S RECOMMENDATIONS. w z N.T.S. o 0 O� TRAFFIC RATED (H-20) PRECAST CONCRETE MANHOLE. zm O3 STANDARD MANHOLE COVER AND FRAME; SEE TFSD-507. 4 3 4 5 O4 MANHOLE COLLAR; SEE TFSD-508. 1' MAX. O REPLACEMENT SURFACING TO MATCH FLUSH WITH EXISTING a x SURFACING (AC SHOWN). faa Imo O GRADE RINGS GROUT WATERTIGHT IN PLACE, NOT TO EXCEED 12" 6 FROM FINISHED SURFACE TO TOP OF SLAB. 2' MIN. � 13 7 O REINFORCED CONCRETE REDUCER SLAB. 4' INSIDE DIA O PRECAST OR CAST—IN—PLACE MANHOLE BASE. _ O TYPE 1 CRUSHED AGGREGATE COMPACTED TO 95% ASTM D1557. z 10 3" UNCRUSHED DRAIN ROCK WITH GEOTEXTILE FABRIC (4 CF). 1 3 2 N 14 UNDISTURBED NATIVE SOIL. 1 12 15 12 CORE DRILL AND GROUT CONDUIT IN PLACE. a 12oil 13 REBAR NOT SHOWN. PROVIDE REBAR TO ACCOMMODATE TRAFFIC 3 $ N 6" 21" 6" LOADING. a 4 MARKING TAPE TO BE 12" ABOVE TOP OF CONDUITS. 9 15 TRACER WIRE. COIL MIN. 20' INSIDE MANHOLE. v FIBER OPTIC MARKER TO BE EITHER 1) ORANGE PRO-MARK 10 III=III=III=III=11 - -ILIIll= PM-301 WITH BURIED FIBER OPTIC CABLE DECAL OR APPROVED -_I-III-III-III - -I L-I- IIIIIIIIL--LITI-II - -II_IJi_L1i- EQUIVALENT OR 2) 72" TRIVIEW FIBER OPTIC MARKER POST WITH 1L=11-11-11 - -1=1L= -�-I -III.1L=1L EM6300 GROUNDED LOCATE PLATE OR APPROVED EQUIVALENT. 1 -W-W-W-I -III.1=I COORDINATE WITH CITY OF TWIN FALLS INFORMATION v -W=W=111 -1=1L III-III-III-II . -III-II TECHNOLOGY DEPARTMENT TO DETERMINE WHICH MARKER IS 0 11-III=III=I - . ''Mill 1=1I III III=III=11=1 -1=1=1=11=ICI-ICI=III=III=1 REQUIRED AND LOCATIONS OF MARKERS. _ -III-III-III=1I1=1I I-III-I I1=1I1=1I1=1I1=1I I-I 11=1I 1=1I1=1I I � III II I I=III=1I1=1I1=1 I1=1 I1=1I1=1I1=1I1=1I1=1I1=1I 1=1I 1=1I I I II I I=III=III=1I1=1I1=1 I1=1 I1=1I1=1I1=1I1=1I1=1I 1=1I 1=1I1=1I a NOTES 412 E.PARKCENTER BLVD. SUITE rn SUITE 100 OA PROPERLY ALIGN ALL INTERIOR JOINTS. BoisE,IDsaTos N ELEVATION VIEW OB ALL JOINTS TO BE SEALED WITH GROUT. N.T.S. \'\OENgF� Y FIBER OPTIC MANHOLE DETAILS 18297 0 N 3 �� N.T.S. �,�4/6/2021�0 ati Item SP 2070.4.1.B.1 R 0 A D w A Y P L A IN • 9TF OF B Revisions: o • S I G N A T U R E S �z Fiber Optic Manhole Details ETA . KO� S? Design By: B. Kohring Date: 4/21 Drawn By: HER Date: 4/-1 a4 City of Twin Falls 203 Main Ave. Ea t, Twi Farg% ID 83301 . Project Number: 10259127 Project Name: Hankins Road South Sheet 15 Of 15