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HomeMy WebLinkAboutShosoneFallsGrade Plans_9-28-2023 INDEX OF SHEETS SHEET NO. SHEET TITLE SHEET DESCRIPTION 1 G-001 COVER SHEET 2 G00 GENERAL NOTES nners Ferry CITY OF TWIN FALL� 3 G-003 LINE LEGEND & SHEET NUMBERING DETAILS 4 G-004 SYMBOLS & ABBREVIATIONS LEGENDS San point 5 V 101 SURVEY CONTROL AND VICINITY MAP 6 C-101 TYPICAL SECTIONS Post Falls CO2U 'Alene 7 C-102 TYPICAL SECTIONS SHOSHONE FALLS GRADE 8 C-103 TYPICAL SECTIONS 90 •Kellogg 9 C-104 TYPICAL SECTIONS St.Maries 10 C-105 TYPICAL SECTIONS 11 C-106 TYPICAL SECTIONS 441' ROADWAY RECONSTRUCTION 12 XD-101 SHOSHONE GRADE 13 XD-102 SHOSHONE GRADE Orofino Lewiston 12 14 XD-103 SHOSHONE GRADE • Nezperce 15 XD-104 DIERKES ROAD Gran 0El SCHEDULE B 16 XD-10 DIERKES ROAD •Elk City 17 XD-106 DIERKES ROAD 95 18 C-201 PLAN & PROFILE - SHOSHONE FALLS GRADE Salmon 19 C-202 PLAN & PROFILE - SHOSHONE FALLS GRADE ew Meadows 20 C-203 PLAN & PROFILE - SHOSHONE FALLS GRADE uncil McCall O C T O B E R 2023 21 C-204 PLAN & PROFILE - SHOSHONE FALLS GRADE 22 C-205 PLAN & PROFILE - SHOSHONE FALLS GRADE 95 Cascade Challis 23 C-206 PLAN & PROFILE - DIERKES ROAD Weiser 55 93 Dubois Payette 24 C-207 PLAN & PROFILE - DIERKES ROAD •St.An hony 25 C-208 PLAN & PROFILE - DIERKES ROAD Cald ell 15 Thornton Boise •Ketchum Arco •• Driggs 26 C-209 PLAN & PROFILE - DIERKES ROAD Men mpa sa zo Fairfield•Halley 20 IdlahO gby aIIS C 1 T Y 0 F 27 C-210 PLAN & PROFILE - DIERKES ROAD Moreland Blackfoot `WIN FALLS 28 C-211 INTERSECTION GRADING PLAN Mountain Gooding 29 C-212 STORM DRAIN DETAILS Home Wendell• Shoshone Pocatello 30 C-213 STORM DRAIN DETAILS Jerome Rupee 96 Americ In Soda prings 31 C-214 DRIVEWAY DETAILS Twin Falls Burley Falls Montpelier 32 C-215 STORM DRAINAGE DETAILS 3 Malad Paris 0 33 C-216 GUARDRAIL DETAILS o City •Preston 0 34 C-217 GUARDRAIL DETAILS 35 C-218 GUARDRAIL DETAILS C7I PROJECT LOCATION IS/ 36 C-219 CONCRETE BARRIER DETAILS 37 C-220 CONCRETE BARRIER & CONCRETE HEADWALL DETAILS AREA MAP OA<� Q!0 38 C-221 ROAD CLOSED DROP GATE DETAILS V 39 C-301 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE a SFR UtNG 40 C-302 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE cD 41 C-303 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE w z 42 C-304 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE O ai 43 C-305 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE O 44 C-306 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE F w S\ONAL Fry 45 C-307 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE axi oF�.S�GENSFo�y� 46 C-308 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE r a 19484 v 47 C-309 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE z 48 C-310 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE wPROJECT SITE C" 4TF OF 'VP 49 C-311 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE `c4SEA JP� 50 C-312 ROADWAY CROSS SECTIONS - SHOSHONE FALLS GRADE a 51 C-313 ROADWAY CROSS SECTIONS - DIERKES ROAD 52 C-314 ROADWAY CROSS SECTIONS - DIERKES ROAD a 53 C-315 ROADWAY CROSS SECTIONS - DIERKES ROAD LL z 54 C-316 ROADWAY CROSS SECTIONS — DIERKES ROAD �' PROJECT NO. 60-20-088 55 C-317 ROADWAY CROSS SECTIONS — DIERKES ROAD 0 56 C-318 ROADWAY CROSS SECTIONS — DIERKES ROAD x 57 C-319 ROADWAY CROSS SECTIONS — DIERKES ROAD o �i N Q 58 C-320 ROADWAY CROSS SECTIONS — DIERKES ROAD 59 C-321 ROADWAY CROSS SECTIONS — DIERKES ROAD 60 C-322 ROADWAY CROSS SECTIONS — DIERKES ROAD _ 61 C-323 ROADWAY CROSS SECTIONS — DIERKES ROAD 62 C-324 ROADWAY CROSS SECTIONS — DIERKES ROAD DIERKES ROAD 63 C-325 ROADWAY CROSS SECTIONS — DIERKES ROAD 64 TC-101 TRAFFIC CONTROL — PHASE 1 ¢ - 65 TC-102 TRAFFIC CONTROL — PHASE 2 LL z 66 TC-103 TRAFFIC CONTROL — PHASE 3 5 w N NOTICE AND DISCLAIMER("I"JUS THE PLANS AND/OR SPECIFICATIONS(DOCUMENTS)ARE THE PROPERTY OF J-U-B ENGINEERS, INC. ("J-U-B")AND BY USING THE DOCUMENTS YOU 4 AGREE TO BE BOUND BY THE TERMS AND CONDITIONS IN THIS NOTICE AND DISCLAIMER. THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT,TORT, EQUITY OR OTHERWISE OF J-U-B TO THE USER. THE USER SHALL NOT(I) w _ , DISSEMINATE THE DOCUMENTS,OR ANY PART THEREOF,TO OTHERS WITHOUT THE WRITTEN CONSENT OF J-U-B, OR(II) USE THE DOCUMENTS,OR ANY (? 5 PART THEREOF, FOR ANY USE OTHER THAN AS DESIGNATED HEREIN FOR THE INTENDED PROJECT, THE DOCUMENTS ARE NOT INTENDED FOR USE IN J-U-B ENGINEERS IN�. CREATING DTM FOR GRADING OR EARTHWORK,SURVEY STAKING LAYOUT(UNLESS SPECIFICALLY IDENTIFIED AS SUCH IN THE DOCUMENTS), OR PROPERTY BOUNDARY LAYOUTS. U J-U-B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF THE UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS 2114 Village Park Avenue,Suite 100,Twin Falls,ID 83301 OR ANY PART THEREOF,WHETHER SUCH DAMAGE OR CLAIM IS BASED IN CONTRACT,TORT OR OTHERWISE. THE USER HEREBY RELEASES AND SHALL 3 DEFEND, INDEMNIFY AND HOLD J-U-B AND ITS AGENTS HARMLESS FROM ANY DAMAGES OR CLAIMS ARISING OUT OF, OR RELATED IN ANY WAY TO,THE n p 208 733 2414 f 208 733 9455 W www.jub.com USER'S UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS,OR ANY PART THEREOF. IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT,THE ELECTRONIC DATA SOURCES OF THE DOCUMENTS ARE LAST UPDATED:9/28/2023 VICINITY MAP PROVIDED WITH NO WARRANTY OF ANY KIND,WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION,ANY ® THE ® GATEWAY SHEET NUMBER: OTHER J-U-B COMPANIES LANGDON MAPPING REPRESENTATION OR WARRANTIES OF ACCURACY,OTHER ,COMPLETENESS, COMPATIBILITY WITH SYSTEMS, DRAWINGS NOT -66 GROUP �� INC. PRINTING TO SCALE,TRANSLATION ERRORS,AND OTHER PROBLEMS WITH USE. 0 a GENERAL NOTES: ROADWAY: EROSION & SEDIMENT CONTROL: 33. CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY of u B 12. CONSTRUCTION IMPROVEMENTS OUTSIDE OF CITY OF TWIN 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE APPROVED DRAWINGS AND CONTRACT DOCUMENTS AND 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE FALLS RIGHT-OF-WAY REQUIRE A PROPERTY USE AGREEMENT ALL LOCAL, STATE, AND FEDERAL PERMITS REQUIRED FOR SHALL ACCURATELY RECORD THE ACTUAL LOCATION OF WITH THE CONSTRUCTION PLANS, SPECIFICATIONS AND 2015 TO BE EXECUTED WITH THE ADJACENT LAND OWNER. STORM WATER POLLUTION PREVENTION AS A RESULT OF EXISTING UTILITIES AND NEW UNDERGROUND J-U-B ENGINEERS,INC. EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONTRACTOR SHALL VERIFY EXISTING AGREEMENTS WITH CITY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE UTILITIES/STRUCTURES PRIOR TO BACKFILL. THE CONTRACTOR CONSTRUCTION (ISPWC) AND 2 CITY OF TWIN FALLS AND THE LAND OWNER PRIOR TO CONSTRUCTION OUTSIDE OF A STORM WATER POLLUTION PREVENTION PLAN FOR REVIEW SHALL PROVIDE THESE LOCATIONS AND DRAWINGS TO THE U REVISIONS TO 2015 ISPWC. CITY RIGHT-OF-WAY. IF SUCH AGREEMENT DOES NOT EXIST, BY THE ENGINEER. IF THIS CONSTRUCTION PROJECT WILL ENGINEER PRIOR TO SUBSTANTIAL COMPLETION OF THE Z c ZOZO ISPWC and CItYCONTRACTOR SHALL SECURE AN AGREEMENT BEFORE DISTURB MORE THAN ONE ACRE, THE CONTRACTOR SHALL PROJECT FOR USE IN PRODUCING RECORD DRAWINGS. > M v PROCEEDING WITH THE WORK. OBTAIN A COPY OF THE U.S. ENVIRONMENTAL PROTECTION f Q 0 N 2. CONTRACTOR SHALL BE RESPONSIBLE FSPY�Wgq� thereto AGENCY'S NPDES GENERAL PERMIT FOR STORM WATER 34. CONTRACTOR SHALL PROPERLY DISPOSE OF OFF SITE ALL w Y 00 of E STANDARDS LISTED IN NOTE 1 AND MAINTAINING A COPY ON DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY EXISTING MATERIALS, DEBRIS, PIPE AND APPURTENANCES LU r0 n SITE DURING CONSTRUCTION. OTHERWISE KNOWN AS THE CONSTRUCTION GENERAL PERMIT REMOVED FOR CONSTRUCTION OF THE WORK, UNLESS Z co 13. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR (OR CGP) AND SUBMIT A "NOTICE OF INTENT" (NOI) [EPA OTHERWISE NOTED ON THE DRAWINGS. THE OWNER 0 �'�- a� 3 SHALL CLEAR THE SITE OF ALL WASTE MATERIALS, FORM 3510-9 6 03 FOR PERMIT COVERAGE UNDER THE RESERVES THE RIGHT TO SALVAGE ITEMS NOTED FOR Z �LL c VEGETATION, AND TOPSOIL. TOPSOIL REMOVED FROM ROUGH GENERAL PERMIT./THE CGP MAY BE FOUND ON THE DEMOLITION. LU c 0 3. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN GRADING ACTIVITIES SHALL BE STOCKPILED IN DESIGNATED a APPROXIMATE WAY ONLY. NO GUARANTEE IS MADE OR LOCATIONS AND BE RE-DISTRIBUTED AS NEEDED EVENLY ON INTERNET AT m � 3 IMPLIED THAT ALL EXISTING UTILITIES ARE SHOWN IN EXACT THE FINISH GRADE CUT AND FILL SLOPES OF THE ROADWAY HTTP://WWW.EPA.GOV/NPDES/STORMWATER/ENOI.CFM. THE 35. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST r H LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT SECTION. ALL WASTE MATERIAL SHALL BE REMOVED FROM CGP DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE BE NEW AND MEET OR EXCEED THE MINIMUM REQUIREMENTS N LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING THE SITE AT THE EXPENSE OF THE CONTRACTOR. THE SITE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS SET FORTH IN THE DRAWINGS AND CONTRACT DOCUMENTS. WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL REGARDING STORM WATER POLLUTION PREVENTION INCLUDING 36. CONTRACTOR SHALL RETAIN AND PROTECT ACROSS ENTIRE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED MATERIAL TO ENSURE STABILITY OF SUBGRADE. BUT NOT LIMITED TO:PROTECTION OF SURFACE WATERS, SITE ALL EXISTING FEATURES INCLUDING UTILITIES, ROADS, 9 GNAL 4BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND PREVENTION OF SOIL RUNOFF INTO DRAINS, DUST CONTROL, ALL UNDERGROUND UTILITIES. CALL DIG-LINE AT 811 A 14. CLEARING AND GRUBBING SHALL CONFORM TO SECTION 201 o�k5 GENSF00/ PREVENTION OF TRACKING SOILS TO ADJACENT STREETS, FUEL FENCES, SIGNS, GATES, BENCHES, STRUCTURES, TREES, ETC. a P MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST OF THE ISPWC. CONTAINMENT, SPILL CONTROL, ETC. THAT ARE NOT DESIGNATED TO BE MODIFIED AND ARE NOT INDIRECT CONFLICT WITH THE WORK. DAMAGE BY 19484 LOCATIONS OF UNDERGROUND UTILITIES. UNDERGROUND CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AT THE UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING CONTRACTOR'S EXPENSE TO PRE-PROJECT OR BETTER °y"TE OF PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, 15. EXCAVATION AND EMBANKMENT, SHALL CONFORM TO SECTION 25. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO CONDITIONS. F<SEA THE CONTRACTOR SHALL VERIFY LOCATION A MINIMUM OF 300 202 OF THE ISPWC. ALL EXCAVATION AND EMBANKMENT MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, FEET AHEAD OF TRENCHING OPERATIONS, AND NOTIFY SHALL MEET CLASS A COMPACTION REQUIREMENTS. GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC ENGINEER OF ANY POTENTIAL CONFLICTS. CONTRACTOR IS RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE 37. MISCELLANEOUS EXISTING FEATURES ACROSS THE ENTIRE SITE RESPONSIBLE TO CONTACT AND COORDINATE WITH ALL UTILITY FOR ANY CLEAN-UP OF THE PUBLIC RIGHTS-OF-WAY OR COMPANIES AND ADDRESS BOTH EXISTING RELOCATIONS AND SUCH AS UTILITIES, ROADS, FENCES, SIGNS, GATES, BENCHES, o< w ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR 16. EXISTING ASPHALT PAVEMENT REMOVAL WILL REQUIRE FULL STRUCTURES, TREES, ETC. WHICH ARE REQUIRED TO BE NEW INSTALLATIONS TO INCLUDE SLEEVING FOR FUTURE DEPTH SAWCUTTING TO FACILITATE THIS PROCESS. ALL DEPOSITING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS. TEMPORARILY REMOVED OR RELOCATED, SHALL BE REPLACED SERVICES. WASTE ASPHALT SHALL BECOME THE PROPERTY OF THE IN KIND OR RESET TO AN EQUAL OR BETTER PRE-PROJECT aww�° CONTRACTOR WHO WILL PROVIDE PERSONNEL AND EQUIPMENT CONDITION. IF SUCH WORK IS REQUIRED AND NOT ooN`. TO HAUL OFF FOR DISPOSAL. 26. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR SPECIFICALLY LISTED ON THE BID SCHEDULE, IT SHALL BE 4. ALL CONTRACTORS, SUB CONTRACTORS, AND UTILITY CONSTRUCTION SUPPLIES, SHALL BE PLACED ON THE PUBLIC CONSIDERED INCIDENTAL WITH ALL COSTS INCLUDED IN OTHER 0w3 CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION RIGHT-OF-WAY UNLESS PERMITTED BY THE JURISDICTIONAL 0==km BID ITEMS. «3=� CONFERENCE WITH THE OWNER AND ENGINEER PRIOR TO AGENCY OR OTHER CONTROLLING ENTITY. IN ADDITION, START OF WORK. 17. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN �3w'omrc o FOR APPROVAL PRIOR TO CONSTRUCTION. ALL TEMPORARY PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR og.wazo m OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, o:wyw TRAFFIC CONTROL SHALL BE COMPLETED IN CONFORMANCE 38. CONTRACTOR SHALL CLEAN-UP AND RESTORE SITE TO. EQUIPMENT OR MATERIALS, OR PORTABLE TOILETS, UNLESS A ;�o�o� L WITH THE CURRENT VERSION OF THE MANUAL ON UNIFORM ORIGINAL CONDITION UPON COMPLETION OF THE WORK 5. ALL SURFACE DISRUPTIONS, EXISTING LANDSCAPING, SAFE, USABLE ALTERNATE WALKWAY, WHICH MEETS THEz TRAFFIC CONTROL DEVICES (MUTCD) THE PLANS, AND =w; y IRRIGATION SYSTEMS, OR OTHER SITE FEATURES DISTURBED DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE a0 0 JURISDICTIONAL AGENCY. CONTRACTOR SHALL COORDINATE .= In BY CONSTRUCTION ACTIVITIES NOT DESIGNATED TO BE RIGHT-OF-WAY BY THE CONTRACTOR. Fo33 WITH THE OWNER PRIOR TO CONSTRUCTION FOR MODIFIED OR CONSTRUCTED SHALL BE RESTORED TO 39. THESE DRAWINGS ARE SCHEMATIC AND ARE NOT INTENDED TO >� CONSTRUCTION SCHEDULING AND PHASING. �wwoz PRE-PROJECT OR BETTER CONDITION OR AS SPECIFICALLY DEPICT ALL DETAILS OF THE WORK REQUIRED. THE =��3N DETAILED ON THE PLANS. SITE SHALL BE CLEANED AND 27. STAGING, PARKING AND SOIL STOCKPILE AREAS ARE ALLOWED CONTRACTOR IS RESPONSIBLE TO BECOME FAMILIAR WITH AND FACTORS SUPPLIED EQUIPMENT, ywmNa RESTORED TO ORIGINAL OR BETTER CONDITION UPON WITHIN THE CONSTRUCTION ZONES. NO SOILS OR AGGREGATE ACTUAL SITE CONDITIONS, =�o'wo 18. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY AFFECTING WORK. oz�� °z COMPLETION OF THE WORK. INSTALL AND MAINTAIN ALL TEMPORARY TRAFFIC CONTROL STOCKPILES ARE PERMITTED ON UNDISTURBED PORTIONS OF DEVICES NEEDED FOR THE PROGRESSION OF THE WORK. PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE OWNER AND UNLESS EROSION CONTROL MEASURES ARE IN 9 6. ALL EXISTING SITE FEATURES INCLUDING CURB AND GUTTERS, PLACE TO PREVENT DEPOSITION OF THE OFF-SITE SEDIMENT. y SIDEWALKS, OR ASPHALT PAVING, WHICH ARE BEING JOINED 19. ALL PERMANENT TRAFFIC CONTROL DEVICES SHALL BE OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE PROPERLY INSTALLED IN ACCORDANCE WITH THE LATEST J EDITION OF THE MUTCD AND THE CITY OF TWIN FALLS JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE 28. CONTRACTOR SHALL KEEP VEHICLES AND EQUIPMENT WITHIN OWNER AND JURISDICTIONAL AGENCY INCLUDING NECESSARY GRADING LIMITS AND SHALL PRESERVE EXISTING VEGETATION } Q SAW CUTTING, REMOVAL, REPLACEMENT AND CAPPING. STANDARDS PRIOR TO ALLOWING ANY PUBLIC TRAFFIC ONTO OUTSIDE OF GRADING LIMITS TO THE CONDITION THAT EXISTED Q W W THE STREETS. PRIOR TO CONSTRUCTION. Z 0 - 0 7. UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL Q CONSTRUCTION TRAFFIC CONTROL AND SURFACE REPAIR T . , ,. � SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING 20 29 WATER FOR PROJECT WORK INCLUDING TESTING DUST O SHALL BE AN ONGOING PROCESS, REFER TO THE PROJECIr w UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL NOTIFY CONTROL, ETC., MAY BE OBTAINED AT FIRE HYDRANTS ON LL MANUAL AND PLANS FOR REQUIREMENTS. MAINTAIN VEHICULAR LU OF ANY POTENTIAL CONFLICTS. TOP OF CANYON SPRINGS AT LOCATIONS DESIGNATED BY O LU m ACCESS TO ALL EXISTING PUBLIC AND PRIVATE ROADS, OWNER. CONTRACTOR SHALL RECORD THE VOLUME OF WATER >_ I- PROPERTIES AND BUSINESSES DURING CONSTRUCTION. Q COORDINATE WITH ALL AFFECTED PROPERTY OWNERS AND TAKEN FROM THE FILL STATION. OWNER WILL PROVIDE A 0 O w 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH REASONABLE AMOUNT OF WATER AT NO COST TO THE Z ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. JURISDICTIONAL AGENCIES, AND MINIMIZE DISRUPTION TO C�U CONTRACTOR. CONTRACTOR MAY SECURE AN ALTERNATE y ACCESS AND OPERATIONS. I Q WATER SOURCE, IF DESIRED. CONTRACTOR RESPONSIBLE FOR Ir LL COORDINATING PERMITTING, AND PAYING ALTERNATE WATER J Z LU 10 9. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY 21. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED BY THE SOURCE. LLLL� LU WHEN MATERIALS ARE ON SITE AND INSPECTION OF THE CONTRACTOR. ADDITIONAL STAKING OR ANY RE-STAKING FOR W U WORK IS REQUIRED. NO WORK MAY BEGIN ON PORTIONS OF CONSTRUCTION RESULTING FROM DESTRUCTION OF STAKES OR 2: ZD THE PROJECT WITHOUT (24) TWENTY-FOUR HOUR PRIOR MARKINGS AS A RESULT OF ACTIONS BY THE CONTRACTOR, 30. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, NOTICE OR WHEN TEST RESULTS CAN BE OBTAINED. HIS SUBCONTRACTORS, HIS EMPLOYEES, OR BY ACTS OF STATE AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER DUST FOR THE CONTROL PROCEDURES AND ADDITIVES USED VANDALISM, SHALL BE PAID FOR BY THE CONTRACTOR. C/)(n w IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND 0 Z 10. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL MAINTAIN A DUST CONTROL PLAN. =O € AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 22. RECORD DRAWINGS: CONTRACTOR WILL BE REQUIRED TO U TRENCHES FOR PIPE; B PLACING OF AGGREGATE BASE; C 31. ALL ASPHALT OUTSIDE OF PROJECT LIMITS DAMAGED OR ( ) ( ) SUBMIT RECORD DRAWINGS PRIOR TO SUBSTANTIAL REMOVED DURING CONSTRUCTION SHALL BE REPAIRED LU LL PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. COMPLETION. THE CONTRACTOR SHALL KEEP ON SITE AT ALL AND/OR REPLACED TO PRE-PROJECT OR BETTER CONDITION. TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS, ON WHICH IS RECORDED THE ACTUAL LOCATION OF ALL UTILITIES x 11. ALL WORK SHALL BE CONFINED TO THE PUBLIC CONSTRUCTED AND OTHER UTILITIES ENCOUNTERED. AT 32. CONTRACTOR SHALL SECURE APPROVAL FROM THE OWNERS RIGHTS-OF-WAYS AND EASEMENTS SHOWN ON THE PLANS. COMPLETION OF WORK, THE SET OF PRINTS SHALL BE REPRESENTATIVE PRIOR TO (A) BACKFILLING OVER ANY FILE: 68-20-888_SG_G-082 21 CONTRACTOR IS RESPONSIBLE FOR SECURING CONSTRUCTION SUBMITTED TO THE ENGINEER FOR REVIEW. THE CONTRACTOR UTILITIES OR TRENCHES; (B) PLACING OF AGGREGATE BASE; JUGPRO.#:60-20-088 8 STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION SHALL CORRECT, AMPLIFY AND DO ALL OTHER WORK AS Know mars SOW (C) PLACING OF CONCRETE; AND (D) PLACING OF ASPHALT Call BY:JCC EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE REQUIRED BY THE ENGINEER TO COMPLETE THE AS-BUILT WII I]Ef01e you dig. DESIGN BY: ALS o PROJECT. PAVING. WORK DONE WITHOUT SUCH APPROVAL DOES NOT RECORD IN A MANNER SATISFACTORY TO THE ENGINEER. RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF CHECKED BY: cIwCALL 2 BUSINESS DAYS IN ADVANCE BEFORE i ONE INCH PERFORMING THE WORK IN ACCORDANCE WITH THE PLANS AT FULL SIZE,IF NOT ONE AND CONTRACTOR DOCUMENTS AND AGENCY REQUIREMENTS. You DIG,GRADE,OR EXCAVATE FOR THE " 23. CONTRACTOR'S HOURS OF OPERATION SHALL BE MARKING OF UNDERGROUND MEMBER LAST UPDATED:8/21/2023 " MONDAY-FRIDAY 8 AM TO 6 PM, NO WORK IS ALLOWED ON UTILITIES SHEET 2 SATURDAY OR SUNDAY OR NATIONAL HOLIDAYS EXCEPT FOR oINSPECTION AND MAINTENANCE OF EROSION AND SEDIMENT a TITLE G-002 -_ CONTROL BMP'S. o SHEET NUMBERING J-U-B ENGINEERS,INC. SAMPLE: C-101 V N DISCIPLINE DESIGNATOR Z c LINE LEGEND SHEET TYPE DESIGNATOR ( Q cM v SHEET SEQUENCE NUMBER00 wY O of E w La !�?0 n .6 LINE PROPOSED EXISTING LINE PROPOSED EXISTING Z a) vi N 3 DESCRIPTION LINE LINE DESCRIPTION LINE LINE Z (n10 POWER/COMMUNICATIONS BOUNDARY w _ w o DISCIPLINE DESIGNATORS m a OVERHEAD POWER OHP OHP PROPERTY LINE P/L P/L DISCIPLINE DESIGNATOR DESCRIPTION T ~ UNDERGROUND POWER UP ----UP---- PROPERTY LINE - - - - G ALL GENERAL a GENERAL GI GENERAL INFORMATION OVERHEAD TELEPHONE OHT ---- OHT---- RIGHT OF WAY R/w R/w GC GENERAL CONTRACTUAL �S\oNAL 4, UNDERGROUND TELEPHONE UT ----UT---- TEMPORARY EASEMENT T/E T/E GR GENERAL RESOURCE ENS 'y m FIBER OPTIC F/0 ----F/O---- PERMANENT EASEMENT P/E P/E SURVEY/MAPPING V ALL SURVEY a 19484 9 GEOTECHNICAL B ALL GEOTECHNICAL CABLE TELEVISION CTv ---- CTV---- TOWNSHIP AND RANGE - - CIVIL C ALL CIVIL c4FTF OF SEA JP UNDERGROUND POWER, ---P,T.CTV---- SECTION LINE LANDSCAPE L ALL LANDSCAPE TEL, CABLE N QUARTER SECTION LINE STRUCTURAL S ALL STRUCTURAL UNDERGROUND POWER, ---P,T,CTV,G--- ARCHITECTURAL A ALL ARCHITECTURE TEL, CABLE TV, GAS 1 16 SECTION LINE --------- / EQUIPMENT Q ALL EQUIPMENT STORM DRAIN MECHANICAL M ALL MECHANICAL "z o STATE LINE ,ww�� STORM DRAIN (GENERAL) SD ----so--- COUNTY LINE ELECTRICAL E ALL ELECTRICAL 'oow- m �QV�O PLUMBING P ALL PLUMBING oyw STORM DRAIN x"SD ----x'sD---- okm" SITE PROCESS D ALL PROCESS i<3.:5 ROOF DRAIN RD ----Ro---- FENCE x x---- RESOURCE R ALL RESOURCE �a�o�g 10 SANITARY SEWER SANITARY SEWER (GENERAL) SS ----ss---- MAJOR CONTOUR 2521ooFz ¢ Q SANITARY SEWER x"SS ----x"ss---- MINOR CONTOUR -------- <oiKo w GRADE BREAK GB SHEET TYPE DESIGNATORS �3� �w w o' SANITARY SEWER SERVICE —ss—Ss— ----ss----ss---- DESIGNATOR SHEET TYPE SEWER FORCE MAIN FM ____FM-__- TOP OF BANK TOB 0 GENERAL (SYMBOLS, LEGENDS, NOTES, ETC.) N yomwa TOE OF SLOPE TOE 1 PLANS (HORIZONTAL VIEWS) 'oz'.o. z o WATER 2 ELEVATIONS, PROFILES, COMBINED PLAN & PROFILES CUT LIMITS — — — — — WATER (GENERAL) w ----W---- 3 SECTIONS (SECTIONAL VIEWS) FILL LIMITS y WATER (SPECIFIED SIZE) X"w ---- x"W-- 4 LARGE-SCALE VIEWS (PLANS, ELEVATIONS, ECT.) DITCH 5 DETAILS OR COMBINED DETAILS AND SECTIONS J R WATER SERVICE —wS—ws— ----ws----ws---- STORM SWALE 6 SCHEDULES AND DIAGRAMS Q U) IRRIGATION J w EDGE OF WATER 7 USER DEFINED Q zo IRRIGATION IRR ---- IRR ---- 8 USER DEFINED z w 0 GRAVITY IRRIGATION GIRR ____GIRR---- HIGH WATER 9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOS) Q C07 PRESSURE IRRIGATION PIRR ----PIRR———— WETLAND WET Ix 0 Z sn ILU Boo w POTABLE WATER Pw WETLAND BOG----Pw---- 07 o WETLAND MARSH MRSH SECTION AND DETAIL IDENTIFIERS NON-POTABLE WATER NPw ----NPW---- WETLAND SWAMP swMP L U � w N GAS J z w w NATURAL GAS G ----c --- ROADWAY A DASH MAY BE PLACED IN THE LOWER PORTION ILLQ I ROAD SHOULDER OF THE IDENTIFIER IF THE DETAIL DRAWING OR °6 NATURAL GAS SERVICE —G—G— ---G ----G---- W U 0 SECTION VIEW IS LOCATED ON THE SAME SHEET. $ HIGH PRESSURE GAS HPG ---- HPc---- ROAD CENTERLINE — - z w 0 Lu LIQUID GAS LG ----Lc---- ROAD ASPHALT E- SECTION IDENTIFICATION DETAIL IDENTIFICATION c/)O Z w o ROAD GRAVEL ----Ec---- UTILITY =O z � SECTION LETTER DETAIL NUMBER � J CHLORINE LINE CHL ----CHL---- TOP BACK OF CURB LLI U L _ - 51 INDUSTRIAL WASTE WATER IWW ----iww ---- LIP OF GUTTER J J -501 DRAIN LINE ---- OL ---- LANDSCAPING LIMITS Ls s---- U SHEET NUMBER WHERE 501 SHEET NUMBER WHERE DETAIL DRAWING IS DETAIL DRAWING IS LOCATED LOCATED U FILE: 60-20-088_SG_G-003 JUB PROJ.N:60-20-088 SECTION LETTER DETAIL NUMBER DRAWN BY: SMC Q Q J DESIGN BY: CKJ w CHECKED BY:TAB m SECTION DETAIL ONE INCH a j Q AT FULL SIZE,IF NOT ONE J SCALE: SCALE: LAST UPDATED:B/21/2023 S SHEET 3 6 TITLE G-003 a c SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL (J B� SURVEY UTILITIES FITTINGS ROADWAY(CONT.) f J-U-B ENGINEERS,INC. CAP (ALUMINUM) MANHOLE (GENERIC) O 0 BEND (11.25') I TYPE 2 BARRICADE • • V a) CAP (BRASS) AREGRADE CLEAN OUT O O ( ) Pcc PCG BEND 22.5' US ROUTE 287 — M v co ® TRAFFIC ATTENUATOR 0 cc Y 000 N E CHISELED X THRUST BLOCK BEND (45') 0 W m R WCL OD n CTRL PT GENERIC VAULT o o BEND (90') T� JERSEY BARRIER E� Z a 0 3 SI N ?i 01/2"PIN (t Z CTRL PT Y2" REBAR CONTROL PT COMMUNICATION CAP F w = o > C t CTRL PT %" REBAR �° 5/8"PIN TELE. MANHOLE TD COUPLING $$ $$ m a CONTROL PT CTRL PT 60D NAIL ®soo TELE. PEDASTAL O (D CROSS N CTRL PT HUB & TACK ®HT TELE. POLE + REDUCER (CONCENTRIC) 4 I� ABBREVIATIONS R/W RIGHT-OF-WAY SS\ONAL 4, CTRL PT P SWCT SAWCUT K NAIL APK TV PEDASTAL pp REDUCER (ECCENTRIC) a ` ° F� GENSg / o � m ASPH ASPHALT S SLOPE CTRL PT TEMP BENCH MARK ®THN GUY WIRE TEE a 9 ASSY ASSEMBLY 19484 SPEC SPECIFICATION NAIL ® O DOMESTIC WATER TRUE UNION > ANGLE OyTgrF of OP�F°j ® AT (MEASUREMENTS) STA STATION F4SEA SPA N/r STD STANDARD NAIL AND TAG ® FIRE HYDRANT A WYE BLDG BUILDING STL STEEL PK BM BENCH MARK NAIL (PK) ® SPIGOT 6 6 VALVES ST STL STAINLESS STEEL BOLT • YARD HYDRANT Q ♦ AIR VALVE A A BSC BITUMINOUS SURFACE COURSE °< w 0 BSW BACK OF SIDEWALK TBC TOP BACK OF CURB DRILL STEEL o WATER MANHOLE w TYP TYPICAL �Qaw O BLOW OFF ® BW BOTH WAYS TFC TOP FACE OF CONCRETE a"Nw RW. C CHANNEL (STRUCTURAL) oom> REBAR (Y2") 0 • WATER METER ® 0 COMBO VALVE A © C/L CENTER LINE TOR TOP OF RAMP 0,6zw m W/ WITH 2 k m" �'_- REBAR o • w W CMP CORRUGATED METAL PIPE W/o WITHOUT �����w z ( ) WATER VALVE D� N BALL VALVE (N.C.) ]�C CO CLEANOUT 9?°omp 0 W/REQ'D WHERE REQUIIRED STAINLESS STEEL ROD ® ELECTRIC BALL VALVE (N.O.) XIAC 1-6C CONIC CONCRETE oo.m�5Q o »oLLh.o- 0 CONT CONTINUOUS IRON PIPE o ELEC. MANHOLE O0 BUTTERFLY VALVE N N °oN0o K J=jwF U CPLG COUPLING <oiC'o w RAILROAD SPIKE 0 ELEC. METER ® CHECK VALVE I/I VI za ❑ E CU FT CUBIC FEET <w33� CU YD CUBIC YARD R/W MONUMENT Qo ELEC. TRANS. ❑E ❑E CHECK VALVE (FLANGE) V O N DEG OR DEGREE STONE ® JUNCTION BOX ❑ ❑c CHECK VALVE (MJ) DET DETAIL DIA OR 0 DIAMETER 0 zz �s POWER POLE $ f GATE VALVE Da DJ DIP DUCTILE IRON PIPE SECTION CORNER. MON. N z1 16 POWER STUB OO OE PLUG VALVE (N.C.) DIST DISTRIBUTION DWG DRAWING (/) SECTION QUARTER MON. 22—15 STREET LIGHT PLUG VALVE (N.O.) EA EACH J SITE TRAFFIC SIGNAL POLE ® ROAD MARKINGS ELB ELBOW Q ELEV ELEVATION 0 BOLLARD ® ® IRRIGATION EW EACH WAY < Z TURN ARROW BOULDER 0 ® IRRIGATION VALVE EXIST EXISTING OLu w = ARROW STRAIGHT FG FINISH GRADE LL a DRINKING FOUNTAIN OF DF IRRIGATION VALVE BOX O 0 �J FH FIRE HYDRANT Lu O Z / FLG FLANGE Q >_ O o FLAGPOLE O OF SPRINKLER m A ARROW STRAIGHT/TURN OR FEET = ~ Q GATE 0� �� NATURAL GAS �"111 GV GATE VALVE U > N t w LL MAIL BOX c c BICYCLE ROUTE HORIZ HORIZONTAL J z m GAS METER ® 0 {7`V Ip INSIDE DIAMETER QO m 1. PARKING METER P� G D CAR IN OR INCH 06 GAS VALVE D4 N LB OR # POUND z ZD CJ g POST 0 • SANITARY SEWER LF LINEAL FEET O oC o HANDICAP SYMBOL = F__ m SIGN T CLEANOUT O O LN LINEAL cf)C/) >_ ROADWAY MAX MAXIMUM O= O U) SPOT ELEVATION �8( SEWER STUB O OS MIN MINIMUM TREE (SHRUB) Q SS MANHOLE • INTERSTATE ROUTE zs NO OR # NUMBER Lu a PE POLYETHYLENE _ 9 STORM DRAIN ' PL PLATE TREE (STUMP) MAST ARM Y TREE CONIFEROUS) CATCH BASIN ® ® PL PROPERTY LINE " ( PVC POLYVINYL-CHLORIDE A 21 PEDESTRIAN SIGNAL FILE: 60-20-088_SG_G-004 R RADIUS DRY WELL ow ® JUBPROd.a:60-20-088 TREE (DECIDUOUS) RP RADIUS POINT DRAWN BY: SMC KJ o FLARE END STATE ROUTE is I BY GN BY: C AB R&R REMOVE & REPLACE CHECKED ONE INCH �? TEST HOLE TH Fa O OF O REM REMOVE ATI FULL SIZE,IF NOT ONE 0 GREASE TRAP TRAFFIC LIGHT REQ'D REQUIRED LAST UPDATED:8/21/2023 aLy— WELL Ow SD MANHOLE 0 REV REVISION FSHEEWELL (MONITORING) ❑M ® G_00 o �F 0 4 J-U-B ENGINEERS,INC. r lyI Cj m 0 I Z c II > M a ( II \\ / W Y �� C4 E \ wrp - � 0 100 200 O Ip m 203 C1 aI Z N 3 m N -/ 0\ 10 z L ALL c SCALE IN FEET END CONSTRUCTION w > e 0 SHOSHONE FALLS GRADE / �N�/' \F -� Im a STA: 18+93.42 --EP- N: 438297.187 204 tv E: 1633691.099 \ �° /� `\�� 2PK OOiL12 T Ox,N:438191.272 L11 ANAL eE:1633527.470 �Ok � L10 / DIERKES �e °ENSF0c202 1 19484 301 CT qTF OF SOP 5 \ \ 201 / _EP-19 yF4SEA Sp�� C7� oDd3_ ' G�` Ee ti -N:438087.190 x,Gro/ �9 Ep E:1635139.197 s � I� � SHOSHONE FALLS PARK 205\I a'' � /I 6e (\ END CONSTRUCTION _EG 0-- ' 65+0. C20' DIERKES ROAD of a -L21-EP--- STA: 68+09.00 �awP N: 438061.655 rcw��o a 300 n \\\�I �e I E: 1635095.300 0 y< a / ti i / / I X208 POINT OF INTERSECTION �/ o E� � oomp o \ SHOSHONE FALLS GRADE j a°" O� Q' "C 209 ® 3p1 ROAD / 210 ogyazo ^�- / X \ ---EP_/ STA: 5+77.34 I\ ' `r �C'' / / ".o � D I�RKES so+oo-EP w m=� > o '-EP__\ DIERKES ROAD \ \-///. O� Ol //, ---�-5 <�eP i��__eP _ G�"I�/ \ STA: 50+00.00 / - EP-----EP--- EP-C16--L19' ,,N: 437586.425 / / /C14_-_L16EP__-L17-EP-- P 211 \ E: 1633423.441 /�e 200, r a c15- X211 ALIGNMENT ALIGNMENT r�3�3 ' 207_-__EP 2os Ls / , LINE TABLE LINE TABLE _-EP mwmNrc /OXOO y �i LINE# LENGTH DIRECTION LINE# LENGTH DIRECTION o z N z 00'/ -C12' L1 57.10' N32'38'08"W L12 17.79' N18°08'34"W L2 8.93' N74°20'36"E L13 63.72' S51°07'04"W L15 N 2/C2_�L3 -L4 L3 49.61' N89'07'27"E L14 110.82' S59°26'39"W BASIS OF SURVEY L4 74.39' N85'06'22"E L15 4.48' S58°27'01"E J HORIZONTAL DATUM IS NAD 83 (NSRS2007), MODIFIED IDAHO STATE PLANE BEGIN CONSTRUCTION Q SHOSHONE FALLS GRADE NOTE: COORDINATE SYSTEM (CENTRAL ZONE 1102). ANY BEARINGS SHOWN ARE AT GRID L5 200.70' N46'04'18"E L16 73.75' S83°34'15"E Q w AZIMUTH. ANY DISTANCES SHOWN REPRESENT GROUND DISTANCES. STA: 1+68.19 CONTRACTOR SHALL MAKE EVERY EFFORT TO Z Q N: 437473.927 PRESERVE AND PROTECT ALL SURVEY MONUMENTS L6 84.88' N43'44'02"E L17 133.74' S85°16'00"E - 0 p E: 1633044.676 MODIFIED IDAHO STATE PLANE COORDINATES, REPRESENTING GROUND DISTANCES, Q SHOWN ON THIS SHEET. ANY MONUMENTS SUBJECT kp To DISTURBANCE BY CONSTRUCTION ACTIVITIES SHALL WERE CALCULATED W USING A COMBINED FACTOR AS , BOIS MERIDIAN, DERIVED AT L7 63.46' N12°11'15"E L18 162.06' N82°08'34"E N:437331.742 BE REFERENCED PRIOR TO DISTURBANCE AND RESET THE CENTER OF TOWNSHIP 10 SOUTH, RANGE 17 EAST, BOISE MERIDIAN, COUNTY OF w Z E:1633047.902 AFTER CONSTRUCTION. CONTRACTOR SHALL TWIN FALLS, STATE OF IDAHO. A FACTOR OF 100,000 UNITS IS ADDED TO ALL L8 24.39' N43°56'08"E L19 119.78' N85°34'58"E LL1 O U PROJECT DATUM COORDINATES TO DIFFERENTIATE BETWEEN MODIFIED IDAHO STATE j COORDINATE ANY SUCH ACTIVITY WITH CITY PROJECT L9 51.04' S65'48'38"E L20 136.74' N51°03'00"E Q ENGINEER. PLANE GROUND COORDINATES AND IDAHO STATE PLANE COORDINATES AT GRID. � p w VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). L10 28.39' N30'42'26"W L21 130.94' N84'06'51"E ('3() Q ySURVEY CONTROL L11 20.00' N23-19'49"W L22 133.12' N59°48'48"E J z 0 0 POINT# NORTHING EASTING ELEVATION DESCRIPTION1. o 200 437614.98 1633473.79 3508.71 COP CPT ALIGNMENT CURVE TABLE ALIGNMENT CURVE TABLE w U 4 CURVE# LENGTH RADIUS TANGENT DELTA CHORD DIRECTION CHORD LENGTH CURVE# LENGTH RADIUS TANGENT DELTA CHORD DIRECTION CHORD LENGTH cc: w 201 438038.68 1633721.99 3467.94 COP CPT = � > 202 438104.03 1633991.51 3457.74 P5 CPT Cl 121.36' 65.00' 87.81' 106°58'44" N20'51'14"E 104.49' C11 58.13' 400.00' 29.12' 8'19'34" S55°16'51"W 58.08' w Oz ° 203 438359.42 1633731.31 3445.99 COP CPT C2 90.29' 350.00' 45.40' 14°46'51" N81°44'02"E 90.04' C12 88.55' 65.00' 52.68' 78°03'04" N82°31'28"E 81.86 _ L7 € 204 438219.62 1633497.00 3423.34 COP CPT C3 122.63' 180.00' 63.80' 39°02'04" N65°35'20"E 120.27' C13 176.07' 550.00' 88.80' 18°20'32" N52`40'12"E 175.32' W 205 437967.07 1633588.75 3435.80 P5 CPT C4 137.65' 250.00' 70.62' 31°32'47" N27°57'38"E 135.91' C14 135.83' 225.00' 70.05' 34*35'17" N79'08'06"E 133.77' 206 437649.11 1633298.78 3459.94 P5 CPT C5 72.03' 130.00' 36.97' 31'44'53" N28'03'41"E 71.12' C15 76.91' 350.00' 38.61' 12'35'27" N88'26'17"E 76.76' 207 437648.27 1633105.17 3456.80 P5 CPT C6 62.57' 300.00' 31.40' 11°56'59" N49'54'37"E 62.45' C16 12.01' 200.00' 6.01' 3'26'25" N83'51'46"E 12.01' FILE: 68-20-088_SG_V-101 21 JUG 0 208 437832.52 1632877.85 3447.98 COP CPT C7 55.97' 55.00' 30.68' 58'18'16" N85'02'14"E 53.58' C17 132.60' 220.00' 68.38' 34'31'59" N68'18'59"E 130.60' RAW er SMO-0e8 a a 209 437744.11 1633718.25 3520.22 P5 CPT DESIGN BY: CK E. C8 214.96' 85.00' 268.74' 144°53'49" N41°44'28"E 162.09' C18 84.46' 800.00' 42.27' 6°02'56" N54°04'28"E 84.42' CHECKED BY TAB ONEINCH j 210 437783.44 1634524.83 3565.72 COP CPT C9 69.04' 400.00' 34.60' 9-53'19" N23°05'13"W 68.95' C19 84.87' 180.00' 43.24' 27'00'55" N70-36'23"E 84.09' AT FULL SIZE,IF NOT ONE " 211 437680.85 1634081.22 3553.53 COP CPT LAST UPDATED:9/18/2023 a I I j C10 228.82' 130.00' 157.28' 100'51'03" N78-27'24"W 200.41 C20 173.89' 410.00' 88.27' 24'18'02" N71'57'49"E 172.59' SHEET 5 2 300 437915.61 1633645.69 3475.18 CPS o v TITLE V 301 438059.80 1633848.18 3464.18 CPS -101 ao (-0--- SHOSHONE FALLS GRADE `JU J-U-B ENGINEERS,INC. PAVEMENT WIDTH VARIES 34' to 21' U � I Z c VARIES 16.00' TO 12.00' VARIES 18.00' TO 6.00' > C) v ,- Q M v Ir 00 a E co 0 PROFILE Lu Cco GRADE Z 2CL '— VARIES VARIES J Z 6 3 w c r / � N APPROXIMATELY 6" — ASPHALT SURFACE / F,yC �GENSFO iym / ¢ m 19484 NT 1O G1 qTF OF \Op Co yF�SEA EXISTING TYPICAL SECTION -STA. 1+68.19 TO STA. 5+77.34 SCALE:N.T.S. amy�+ o SHOSHONE FALLS GRADE aww o a U Z.W m O0azg°a 2 PAVEMENT WIDTH VARIES 16' to 24' 'zk3" aF3g.W 3 ;oom¢ Q VARIES 6.00' TO 12.00' VARIES 6.00' TO 12.00' / ooFmW� o zo�rz� PROFILE GRADE `a a o i aa3R3 VARIES VARIES — rc w y i a /�--- �W 0 0 0 �� i �3h.p o mo!WWrc OO�c�O�-.00o- / °Oo °Oo °Oo o°(Jo °Oo °Oo °O o. °Oo °po °Oo 0000 °O o.o°Oo °Oo ° o 0000 °O o.o°Oo °O o. °Oo o°Qo °Oo 0000 °O o.o Oo Oo°O°° 'o z ° °z Op:�q� �O . �O��q / VARIES 4.5" to 10" — ASPHALT SURFACE / VARIES 0.5' to 3.5' — FILL MATERIAL / U) / J J Q LL SO Z 0 — 2 EXISTING TYPICAL SECTION -STA. 5+77.34 TO STA. 20+89.00 O z SCALE:N.T.S. W O LL a O W Q C/l W. DIERKES ROAD U Q 1 I a LL PAVEMENT WIDTH VARIES 28' to 21' J O F— °= LL F z 0 VARIES 12.00' to 16.00' VARIES 6.00' to 12.00' W C) Z U) 4 O� X PROFILE 2 H w GRADE O Z a f VARIES VARIES =O ---- (n °O Ji Ji a 00�OO�c00�0:0,�00�-0:0�OO�o�O�00�00�00�00�00�OO�o00�00�00�0:0�OO�o00�00�00�0:0�00�00� °Oo °°O,00:PO°°O:oo O°o:O,Oo O o0::0°o O,00 / VARIES 1.75" to 5.5" — ASPHALT SURFACE / w / VARIES 0.5' to 6.0' — FILL MATERIAL U / FILE: 60-20-088_SG_C-101X m �F JUG PROD.p:60-20-088 v DRAWN BY: SMC DESIGN BY: CKJ o O CHECKED BY TAB a ONE INCH a m r T j AT FULL SIZE,IF ONE AT SCALE ACCORDINGLY LAST UPDATED:9/28/2023 3�EXISTING TYPICAL SECTION -STA. 50+00.00 TO STA. 68+60.00 SHEET 6 SCALE:N.T.S. o� _- TITLE C_101 a c -0--/ SHOSHONE FALLS GRADE / \J- / J-U-B ENGINEERS,INC. W-BEAM PAVEMENT RECONSTRUCTION VARIES 36.00' TO 22.00' / VEHICULAR // U j GUARDRAIL / Z c 1.50' VARIES 18.01' TO 14.00' VARIES 18.28' TO 13.00' / > M 6" CONIC VERT TO SEE ROADWAY PLANS SEE ROADWAY PLANS // � Q 00 N CURB & GUTTER FACE w 0 0 n 0 (7 U PER CITY FALLS TFOSD TWIN OF PROFILE // Z o CURB 2.0% 2.0% 2:/ U' a)7— a 3 Mq z 5U)li c w > c 0 2' � -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ � a -_-_-_-_-_-_-_-_- - - - - - - - ,\ _J r EXISTING -� - - - - - - - - - - - - - - - - ACV GROUND i ______________________ ___ N 5.5" - Yz" SUPERPAVE HMA SP-2 o SUBGRADE SEPARATION co _ _ _ _ _ _ _ _ 15" - 3/y" CRUSHED AGGREGATE FOR BASE TYPE 1 GEOTEXTILE (TYPE II) NAL es\0 F�c ' 2" - 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1 0�� °ENSF0 'y� 8.50' a v CEMENT TREATED BASE 19484 i F�SEA JP� / TYPICAL SECTION -STA. 1+68.19 TO STA. 2+75.00 r' SCALE:N.T.S. amy�+ o SHOSHONE rFALLS GRADE '=W�o a o-N<rc a O-Om� y I / �QOJa m W-BEAM PAVEMENT REHABILITATION VARIES 24.00' TO 27.00' / 0,6w3 VEHICULAR uF3r.a GUARDRAIL �N 1.50' VARIES 1 1.00' TO 14.00' 1 3.00' J w a�l�� z z o 10 TO SEE ROADWAY PLANS $zwNy �' o VARIES 0.00' TO 7.00' worm � a 6" CONIC VERT FACE EXISTING EDGE CURB & GUTTER OF PROFILE PER CITY OF TWIN CURB GRADE OF PAVEMENT 1.00' // zQooL= o FALLS TFSD-701 2.0% SAWCUT LINE —2.0% -/ // Fo33 x / woz 2�� MPS a �J �wwNa EXISTING - - - - - - - - - - - - - - - - =�owo — — — — — — — — — — — — — — — — — iOzrG u, Z GROUND / i _____________________ 5.5" - Y2" SUPERPAVE HMA SP-2 x i o -- - - - - - - - - - - - - - - - N 3" - 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1 SUBGRADE SEPARATION 00 _ _ _ _ _ _ _ _ _ _ PLACED ON TOP OF EXISTING PAVEMENT GEOTEXTILE (TYPE II) PULVERIZE MIX TO A DEPTH OF 4" BELOW EXISTING i 8.50' PAVEMENT FOR A MIN. 7" DEEP RECYCLED ASPHALT 15" - 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1 J - BASE STABILIZATION, FULL WIDTH OF EXISTING J CEMENT TREATED BASE ROADWAY } Q i' 2" - %" CRUSHED AGGREGATE FOR BASE TYPE 1 ILL i 1 — ' TYPICAL SECTION -STA. 2+75 TO STA. 5+00.00 OF.- B SCALE:N.T.S. ILL a Z Q O o SHOSHONE FALLS GRADE / U w / c W-BEAM VARIES 24.00' TO 25.00 PAVEMENT RECONSTRUCTION // J Z Q I VEHICULAR 10 GUARDRAIL / ILLO IL 1.50' VARIES 11.00' TO 12.00' 13.00' W U 6" CONIC VERT TO SEE ROADWAY PLANS / 2:4 CURB & GUTTER FACE / O ZD cz- PER CITY OF TWIN OF PROFILE Q FALLS TFSD-701 CURB _- 2 0% GRADE 2 0% / cf)// O Z MX =0 MPS _ _ _ _ _ _ _ _ _ _ �U 21 - / W EXISTING �- - - - - - - - - - - - - - - - o GROUND i -- --- --- --- --- --- -- --- - - N 5.5" - Yz" SUPERPAVE HMA SP-2 o SUBGRADE SEPARATION 3 GFOTFXTILE TYPE II Y� ro - - - - V15" - /4" CRUSHED AGGREGATE FOR BASE TYPE 1 ( ) °- U / FILE: 60-20-088_SG_C-101X 2" - 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1 JUGPRO.p:60-20-088 z /� 8.50 DRAWN BY: SMC DESIGN BY: CKJ CEMENT TREATED BASE $O CHECKED BY:TAB a / ONE INCH j AT FULL SIZE,IF NOT ONE AT SCALE ACCORDINGLY o LAST UPDATED:9/28/2023 C TYPICAL SECTION -STA. 5+00.00 TO STA. 7+00.00 SHEET E SCALE:N.T.S. o� -- TITLE C_102 a c SHOSHONE FALLS GRADE (J- CL / // W-BEAM PAVEMENT REHABILITATION VARIES 27.00' TO 24.00' J-U-13 ENGINEERS,INC. VEHICULAR GUARDRAIL VARIES 12.50' TO 11.00' 1 VARIES 14.50' TO 13.00' / 1,50' / Z SEE ROADWAY PLANS SEE ROADWAY PLANS / -IT GONG VERT TO / Q CM'J v CURB & GUTTER FACE VARIES 9.00' TO 1.00' / Y 000 a E PER CITY OF TWIN OF EXISTING EDGE ,J LLI 0 co c0i PR GRADE OF PAVEMENT 1.00' W - r 0 n a FALLS TFSD-701 CURB Z co 2.0% SAWCUT LINE a) - Ui 0 Z: Mqk as Z cz U)Li c Py W = O EXISTING Co M L GROUND / P- 994 - - - - - - --- --- --- -- 0o - - - - - - - - w 5.5" - Y2" SUPERPAVE HMA SP-2 SUBGRADE SEPARATION o - - - - - - - - - - - 8" DEEP MIN. RECYCLED ASPHALT BASE GEOTEXTILE (TYPE II) STABILIZATION, FULL WIDTH OF EXISTING ROADWAY 15" - 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1 0��5 �ENSFo�1y 8.50' a v / 2" — 3/a' CRUSHED AGGREGATE FOR BASE TYPE 1 19484 COyT'9TE OF \O15 F4SEA JP� D TYPICAL SECTION -STA. 7+00.00 TO STA. 9+00.00 SCALE:N.T.S. STA. 9+50.00 TO STA. 9+87.97 SHOSHONE FALLS GRADE CL / o-m<rc a UOzw7 > / �QOma Gl W-BEAM PAVEMENT REHABILITATION VARIES 27.00' TO 24.00' / 0yw3 VEHICULAR uF3��a GUARDRAIL VARIES 12.50' TO 11.00' 1 14.50' 1,50' SEE ROADWAY PLANS SEE ROADWAY PLANS 6" GONG VERT TO CURB & GUTTER FACE .00' TO 1.00' / $LLB"' EXISTING EDGE VARIES 9 _ om PER CITY OF TWIN OF PROFILE OF PAVEMENT 1.00' FALLS TFSD-701 CURB GRADE QoiKo w 2.0% SAWCUT LINE 2 p% .'7 <�33 ° 4q rwN z EXISTING GROUND/ /' mwmNw o z / 0 5.5" - Y2° SUPERPAVE HMA SP-2 SUBGRADE SEPARATION\ % 7 / DJ GEOTEXTILE (TYPE II) / 8" DEEP MIN. RECYCLED ASPHHALT BASE 15" — 3/a" CRUSHED AGGREGATE FOR BASE TYPE 1 STABILIZATION, FULL WIDTH OF EXISTING ROADWAY J / Q Q / ILL a / w z z / — /' �E TYPICAL SECTION -STA. 9+00.00 TO STA. 9+50.00 00 1-- SCALE:N.T.S.w ILL w0 z Q O o SHOSHONE FALLS GRADE U U w / ) PAVEMENT REHABILITATION VARIES 27.00' TO 24.00' I I W-BEAM J O U 10 VEHICULAR VARIES 12.50' TO 11.00' 1 VARIES 14.50' TO 11.00' // < IL ILL GUARDRAIL SEE ROADWAY PLANS SEE ROADWAY PLANS // Lu U VARIES 9.00' TO 1.00' / Z ZD 4 PROFILE EXISTING EDGE 1.00' / U GRADE OF PAVEMENT — 2 py SAWCUT LINE - 2.0% 2'7 O Z ° O € J �w m EXISTING - - - - - - - - - - - - -_ GROUND i' - - - - - - - - - - - - - - o N 55" - Y2" SUPERPAVE HMA SP-2 o _ _ _ _ _ _ _ _ _ _ _ _ _ . SUBGRADE SEPARATION / 8" DEEP MIN. RECYCLED ASPHALT BASE GEOTEXTILE (TYPE II) STABILIZATION, FULL WIDTH OF EXISTING ROADWAY 15" - 3/q" CRUSHED AGGREGATE FOR BASE TYPE 1 FILE: 60-20-088_SG_C-101X / JUB PROD.#:60-20-088 z / / 8.00 DRAWN BY: SMC 0 2„ - 3/a" CRUSHED AGGREGATE FOR BASE TYPE 1 0 DESIGN BY: CK CEMENT TREATED BASE CHECKED BY:TAB a / ONE INCH a m / AT FULL SIZE,IF NOT ONE / NCH, CH SCALE ACCORDINGLY ry / LAST UPDATED:9/28/2023 TYPICAL SECTION -STA. 9+87.97 TO STA. 11+62.65 SHEET 8 E / SCALE:N.T.S. o� -- TITLE C-i O3 a c I APPROXELEV_3511' � SHOSHONE FALLS GRADE REMOVE AND RESET EXISTING _ ('J-U-B CONCRETE BARRIER STA. 1 1+64.1 5 TO STA. 1 4+47.82 I J-U-B ENGINEERS,INC. 16.00' PAVEMENT REHABILITATION REMOVE AND RESET I DRAINAGE DITCH/ j Z EXISTING 2'-0: PRECAST 11.00' 11.00' ROCK CATCHMENT — a) o CONCRETE TRAFFIC BARRIER > M v cc , O 00 N E 1.00' PROFILE w tC O D co MIN. GRADE Z 0- � 3 Ell� '3 ow0 EXISTING - - - - - - - - - - - - - - poGROUND / a.00g000'o o-Q a,Qo ooQovo ooQo r H / o EXISTING EDGE / — 5.5" — Y2" SUPERPAVE HMA SP-2 OF PAVEMENT N / N _ _ _ _ 8" DEEP MIN. RECYCLED ASPHALT BASE I STABILIZATION, FULL WIDTH OF EXISTING ROADWAY 0''s\GENB FNAL 4C Q �\0 F� 2 8.00' _ 2" — 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1 a v / CEMENT TREATED B- E 19484 C TgTF OF \Vp�co yF�SEA JP�� / G TYPICAL SECTION -STA. 11+62.65 TO STA. 12+84.69 SCALE:N.T.S. amy�+ o SHOSHONE FALLS GRADE a a I o�N rc U�Om� y W—BEAM I I / 8 m VEHICULAR PAVEMENT REHABILITATION VARIES 24.00' TO 22.00' / R'6w3� GUARDRAIL // / o zr." VARIES 12.00' TO 1 1.00' 1 VARIES 12.00' TO 1 1.00' o m rc o SEE ROADWAY PLANS SEE ROADWAY PLANS / / ��w- VARIES 0.00' // /' ooFyy� - o TO 4.00' EXISTING EDGE VARIES 0.00' TO 6.00' / // ��o'o� OF PAVEMENT EXISTING EDGE . / zow�z x 1.00' OF PAVEMENT 1.00' SAWCUT LINE PROFILE z�iKo w -- 20% GRADE SAWCUT LINE �-20% 27 i Qo3F �ir�3� EXISTING MP *STA. 16+25.00 TO STA. 17+00.00 NwmNw GROUND � I o � �ooz�°, i x / SUBGRADE SEPARATION / o7GEOTEXTILE BGRADE SEPARATION GEOTEXTILE (TYPE II) / (TYPE II) 1 15" — 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1 cf) 15 — /4 CRUSHED AGGREGATE J FOR BASE TYPE 1 5.5" — Y2" SUPERPAVE HMA SP-2 } Q DoL 8" DEEP MIN. RECYCLED ASPHALT BASE QILL a / STABILIZATION, FULL WIDTH OF EXISTING ROADWAY z / TYPICAL SECTION -STA. 12+84.69 TO STA. 17+50.00 u SCALE:N.T.S. w ILL Lu0 z Q O o DIERKES ROAD U w / cf) 26.00' PAVEMENT RECONSTRUCTION ��� J Z w I / Q o ILL IL 13.00, 1 3.00' Lu 0 H- z ZD 4 --- 0 PROFILE GRADE 2'. cf)c/) 8 -2.0% -2.0% O z o EXISTING MPy € GROUND �u ————— 1 Lu -777 SUBGRADE SEPARATION GEOTEXTILE (TYPE II) 5.5" — Y2" SUPERPAVE HMA SP-2 FILE: 60-20-088_SG_C-101X Aa J p:60-20-088 15" — 3/q" CRUSHED AGGREGATE FOR BASE TYPE 1 DRAWN BY:Q CU Q DESIGN BY: CKJ CHECKED BY:TAB a ONE INCH ro j AT FULL SIZE,IF NOT ONE AT SCALE ACCORDINGLY LAST UPDATED:9/28/ 2323 TYPICAL SECTION -STA. 50+13.63 TO STA. 52+00.00 SHEET (� E SCALE:N.T.S. `J o� -- TITLE C_104 a c 0--DIERKES ROAD (J- I / J-U-B ENGINEERS,INC. 26.00' PAVEMENT RECONSTRUCTION REMOVE AND RESET I Z EXISTING 2'-0" PRECAST 13.00, 13.00, — a) Tp CONCRETE TRAFFIC BARRIER v i / Y O 00 a E 00' PROFILE �P� W tC p (7 U MIN. GRADE 2 Z co — Ui o 2'. -- 2.0% 2.0% 0 0),5� N 333 MPX' z _g IL c 3 w > C 0 EXISTING r - a GROUND i� � N SUBGRADE SEPARATION 75.5" - Y2" SUPERPAVE HMA SP-2 GEOTEXTILE (TYPE II) i 9\ONAL fN �GENSf��iy 15" - %" CRUSHED AGGREGATE FOR BASE TYPE 1 a v 19484 CT NTgTf OF \V1 Co yF�SEA K TYPICAL SECTION -STA. 52+00.00 TO STA. 53+70.00 SCALE:N.T.S. amy�+ o DIERKES ROAD "z' a oFyawm a I �QOJa > m 26.00' PAVEMENT REHABILITATION �Rzkm r3��u 3.00' 13.00, N�0' z oomp o VARIES 0.50' �gmazo VARIES 4.00' wOVZOWNNZ > z TO 4.00' EXISTING EDGE EXISTING EDGE TO 0.00' � LL�a- ¢ a OF PAVEMENT oo�o OF PAVEMENT 1.00' PGRADE SAWCUT LINE 00 Q�iK'o 0 SAWCUT LINE mF 2.0% 2.0%-� <a3�� SEED, MULCH AND SEED, MULCH AND >w'0o rcwwoz p� 2 FERTILIZE SLOPES a FERTILIZE SLOPES Z.� M Mqk ��wwrc — _ z 0 1 x 5.5" - Yz" SUPERPAVE HMA SP-2 i SUBGRADE SEPARATION 15" - 3/a" CRUSHED AGGREGATE FOR BASE TYPE 1 4" - 3/a" CRUSHED AGGREGATE FOR BASE TYPE 1 15" - 3/a" CRUSHED EXISTING / GEOTEXTILE (TYPE II) PLACED ON TOP OF EXISTING PAVEMENT AGGREGATE FOR BASE \ GROUND i TYPE 1 PULVERIZE/MIX TO A DEPTH OF 1" BELOW EXISTING �� J PAVEMENT FOR A MIN. 5" DEEP RECYCLED ASPHALT Q i BASE STABILIZATION, FULL WIDTH OF EXISTING Q ILL ROADWAY SUBGRADE SEPARATION / GEOTEXTILE (TYPE II) Z TYPICAL SECTION -STA. 53+70.00 TO STA. 55+75.00 Q � O L SCALE:N.T.S. cc: ILL LuO z Q O o DIERKES ROAD U w a 24.00' PAVEMENT REHABILITATION J z Q U a 5.00' OR 8.00' VARIES 0.00' 1 Q 0 1.00' BIKE PATH TO 4.00' S0' 11.00' 3.00' W U TYP. SEE ROADWAY PLANS SEE ROADWAY FFAE VARIES 0.00' z ZD 4 PLANS TO 4.00' EXISTING EDGE EXISTING EDGE VARIES 0.00' TO 5.00' O� OF PAVEMENT OF PAVEMENT 1.00'SEED, MULCH AND 1.00' SAWCUT LINE PROFILE SAWCUT LINE Cn Cn FERTILIZE SLOPES 2.0% GRADE 2.0%-� O Z ?7ASPHALT SEED, MULCH AND � € 3" CRUSHED a FERTILIZE SLOPESW7 BASALTIC ROCK EXISTING 2. 5.5" - Y2" SUPERPAVE HMA SP-2 r� GROUND6" CONC VERT CURB & 15" - 3/a" CRUSHED 4" - 3/a" CRUSHED AGGREGATE FOR BAS " - 3/a" CRUSHED GUTTER PER CITY OF AGGREGATE FOR BASE PLACED ON TOP OF EXISTING PAVEMENTGREGATE FOR BASE FILE: 60-20-088SGC-101X JUB PROD.#:60-20-088 TWIN FALLS TFSD-701 TYPE 1 PE 1___ SMC PULVERIZE/MIX TO A DEPTH OF 1" BELOW DRAWN BV: CKJ§ 3" - Y2" SUPERPAVE HMA SP-2 SUBGRADE SEPARATION PAVEMENT FOR A MIN. 5" DEEP RECYCLED CHECKDESIGN D CK $o CHECKED BY:TAB E. GEOTEXTILE (TYPE II) SUBGRADE SEPARATION 2" - 3/a" CRUSHED AGGREGATE FOR BASE TYPE 1 BASE STABILIZATION, FULL WIDTH OF EXISTING ONE INCH ROADWAY GEOTEXTLE (TYPE ) AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/28/2023 v� TYPICAL SECTION -STA. 55+75.00 TO STA. 66+25.00 SHEET 1 0 E SCALE:N.T.S. 1 o� -- TITLE C_i O G a c I �J DIERK S ROAD (JU I J-U-B ENGINEERS,INC. 24.00' PAVEMENT REHABILITATION 8.00' U 1.50 11.00 13.00 Z ' ' ' 00' BIKE PATH aD o In TYP. SEE ROADWAY PLANS TO Q In v FACE W � C)00 E OF PROFILE LLI cc 0 ^ 0 SEED, MULCH AND CURB GRADE Z 0- CO o FERTILIZE SLOPES 2.0% 2.0% SEED, MULCH AND �, �.j FERTILIZE SLOPES Z cz c/)LT 3 2 LLI > c 0 MP 2" — 3/4 CRUSHED __ CV EXISTING 2 AGGREGATE FOR BASE TYPE 1 5.5" — Y2" SUPERPAVE HMA SP-2 ----- GROUND 15" — 3/4„ CRUSHED AGGREGATE FOR BASE TYPE 1 3" — Y2" SUPERPAVE HMA SP-2 6" GONG VERT SUBGRADE SEPARATION CURB & GUTTER GEOTEXTILE (TYPE II) o�� OENSFO 'y� PER CITY OF TWIN a v —— FALLS TFSD-701 19484 C NTgTF OF 'VI 5 yF�SEA N TYPICAL SECTION -STA. 66+25.00 TO STA. 68+09.00 SCALE:IN Ts 'wz a O�NaK Q Ca2gd m 0(0w3u11 a�3�jw �a �Noomrc 4 wazo m °o > z w,LL�a_ � a K'oo o UFN-�y�jF U O z K�KZ 0 ao;F� rc wwiz ice= Y s� m o!mw� z c� 0 CI V) J Q LL w _ Z 0 Q � O� wLL 00 z ¢ � o w 0 U w Z U z O � w U z� 4 Om u)c/) Oz =O € cf)w a U FILE: 60-20-088_SG_C-101X m U F J p: - DRAWN BY: SMC Q Q DESIGN BY: CKJ CHECKED BY TAB a U ONE INCH j AT FULL SIZE,IF ONE AT SCALE ACCORDINGLY LAST UPDATED:9/28/2023 SHEET (^ o V TITLE C_101 a c DEMOLITION KEYED NOTES � REMOVAL OF IDAHO POWER INDUCTION ��• CONDUIT • �r \\\ \\\\ -__�\,r�y�\�,\y \� `���\ `- \�\ \ ���' �- r -' i- ✓ /' / - J-U-B ENGINEERS,INC. 161 LF STA: 1+34.50, 28.59' R TO STA: 3+11+13, 7.70' R \� 314 LF STA: 3+11.13, 7.70' R TO STA: 6+10+20, 42.72' R V 7 - Z C --\ \--` `�_ �- \-- � ''l '_I��._-_ 102 LF STA: 6+10.20, 42.72' R TO STA: 6+93.35, 8.25' R M REMOVAL OF PIPE CrQ OO c4 83 LF STA: 5+99.11, 47.06' R TO STA: 6+30.34, 29.99' L W 14 LF STA: 6+26.55, 17.28' L TO STA: 6+32.25, 29.65' L a U) N CD \ \` J y;l L 1 - -\`\\- --- ;-/-� — _ ;' 201.4.1.E+1 REMOVAL OF IDAHO POWER JUNCTION BOX z Lt Ali �/ \ti_'-�-�\\�` �__-- \� \ \� ----✓ -/� ''_l' Lu 1 EA STA: 3+11.13, 7.70' R Co C d 2+77f68 - _� 3 - _ \\ \ ,- _ \ \ \\ \ i�'/ 9'A 1 EA STA: 6+10+20, 42.72' R T \'�\\� f\ `)'-�\� \ _ -.�,- --„���� J \ \ \\�_ �- --ASP-1003 �_-„�- ,/ / B . .'� 1 EA STA: 6+93,35, 8.25' R N PC: 1+87.39 �\- _ _ - r- _--�`�`--.J/ i \ —- 201.4.1.F.3 REMOVAL OF IDAHO POWER DETECTOR LOOP 201.4.1.E+3 �\�\_- _—-_�%, � Z __-_--{ ---- Td _-"-^- _\ --'J� _-N \ I '.. ,.. ".:... 1 EA STA: 3+02.69, 4.17' L �S�oNAL f'YG '� 1 EA STA: 3+19.06, 4.82' L m SHOSHONE FALLS GRADE a 19484 A I .1 \ 1 EA STA: 6+85.13, 4.62' L 0 �� 633261.61. 0' 4+00 \ /\ 1 EA STA: 7+01.23, 3.90' L N,qT pso RETAIN AND PROTECT /. / ' /�/ / �- - REMOVAL OF STORM DRAIN INLET F�SEA EXISTING CONCRETE f�I.T IT \ _ J/�. \� 1 EA STA: 6+26.55, 17.28' L REMOVAL OF HEADWALL BEGIN CONSTRUCTION j- �_� y— — 201.4.1.F.1 _ J -- = �7/\ _ 201.4.1.E+1/— / 1 EA STA: 5+99.1 1, 47.06' R o a F r y _ \ O (RAYS)ED ASPHALT BASE STABILIZATION STA: 1+68.23 __ ` ` \ / PC: 4+01.67J \ / PI: 3+27.29 / / SP-1003 Q=w / 201.4.1.E+1 -_/ /' N: 437473.942 \_,—\ \\ / _ \ awW o E. 1633044.713'�/ 535 sY STA: 2+75.00, 0.00' To STA: 5+00.00, 0.00' �oow> > / }1. ) /_\J i S�/1 439 SY STA: 7+00.00, 0.00' TO STA: 9+00.00, 0.00' 06.3 m p o J - o / l \ LEGEND �«�ma RECYCLED ASPHALT BASE STABILIZATION ogyazo 0 (RABS) w _ ' o FULL DEPTH�. ASPHALT AND REXCAVATE TO DEPTH ECONSTRUCTION OFz 3 : / /' PROPOSED BALLAST SECTION) rcwy'oz is�3h m�mw� �rp�p O \ - -- ------/- _ \ \ '\ !\'RETAIN AND PROTECT EXISTING - /i `\_ __ - -� W R � \ �\ ._ - --_ = \ /RETAINING WALL SECTIONS i ��\�_ -_\\\\\\1 �' /201.4.1.E.3�\\ V \'\ 1\`\\''� \\��\�' \^ ='_ -� - -'- J \- - �!- — PT: = %i- _� T\\\\ \\ i` _`_ 1---\--- J - v ~ F - - -201.4.1.F.5 1 j- \/ � — =_ SP-1003 _; _ - --- Z w 0 _ \ _ _ N - � \\o \�� /� _ '-_- _ -i _" _.-�-'` /-� f• ' ..:\�yCn O ------- \_ \ \ / _ ti - 201.4.1.E+3-_✓-- r _ / a3� - gk. ZmmA Q> Z c TA w o�\ �3--- /' 201.4.1.E+5 l aa. .- 7o 00 ~Q h \ —d3 3— — 3�— �3�7—�d3T—T�—d3-- / d3.+c—r_-d3--�.,-•— \'''. \...�:i\ O O J z w z w uJ 0 \ //1 88'.8674. 335 _ _ as / Q ? yyy---���---yyy I/ \ Id3———_ d3 \.� —�— -�- ILL i �I� 0 \f—_--'d.3 _--'d3'--�---d3__—�-d3 I o (_ �_—_ \ r r w V 0 201.4.1.E+1_ 00 ----- -\ _ -- - \\ \ \ Cl�CA I \\\\ \\ \- \\\.\ 201.4.1.E1 < - _/\ - L\ �- PC: 8+09.88^ \v //?i//-=� \_-\\\ \`\ 1\ O € I\ `DINT OF INTERSECTION _--EP_ -' \ ` \ \ /f�J/// \\-\ \ ~ � ^\\ \ co a - SHOSHONE FALLS GRADE \\ /\1-`� \\ -w LL I \STA: 5+77.34 j) 51+00 / \ \ _ / - DIERKES ROAD -_\_ r _ __/ x z \\ STA: 50+00.00 201.4.1.F.7 `\\\ uP EP__- 52+00, ��ER - - -' J- \1 \\ \\\\1\\` j o \ \ \ N: 437586.43 \\ _ _-- \ ro - _N P__ \ \ I E: 1633423.44 \t \ -_\ --\\ f __ - --ea--__ ' ROqD or \ \ 1 \\� FILE: 60-20-088_SG_XD401X 784 8 \ \ \\ \- 201.4.1.F.I E_ - w I ` \ — — ) — —EP —FP \ \\ JUB PROD.p:60-20-088 — \ \ —���OE EP \ r I \\ O �i I \ \ \ \ DRAWN BY:JCC = ——�— — __ _ =T__EPI— \\ \\\\ \ iQ��' DESIGN BY: ALS CHECKED BY CKJ / \ \ i ONE INCH —\\ — �__ �� NCHUSCALE ACCORDINGLY LAST UPDATED:9/27/2023 12 0 20 40 SHEET �_--\� F \ 1 TITLE SCALE-- SCALE IN FEET a c DEMOLITION KEYED NOTES SP-1003 REMOVAL OF PIPE _ / J-U-B ENGINEERS.INC. —'PC: 10+10.99 — —/`�;.� / -�i,—J.-PC:,1 1f+07.41^'_ 13 LF STA: 9+75.59, 17.97' L TO STA: 9+83.54, 27.82' L RECYCLED ASPHALT BASE STABILIZATION U � Z c r d3...-.:'.`. 1. .—.d3 \ 1\ \ \ I\\ (RABS) PC: 1845 SY STA: 9+00.00, 0.00' TO STA: 17+50.00, 0.00' Q MILL CD � _ - LEGEND w oo n SHOSHONE FALLS GRADE REMOVE AND RESET :: x?. i I EXISTING BARRIER 201.4.1.E.7 ^J/� / / /:... .. - d3 f'-d3- \ \I '\f I PI: Z N 00 / _>;`e 1 l / RECYCLED ASPHALT BASE STABILIZATION _ o \ _ RABS C3 CD ,aa6 Dr�," ..:_. r z C ,--- /�J /\ /a X , .7 F a3 PCC: 11+69.97 O<�\ \ \ \\ ,--_ \\ \\l \1 \\� I 1 l c a FULL DEPTH RECONSTRUCTION (REMOVE �. �. �. ASPHALT AND EXCAVATE TO DEPTH OF T\1\\1\\ ~ _ — />_ \: N ,—__---1 \ r—\ \ 1�y\' \ �,.._,. . .. I�`I\lj1l/If`\\ I \ �/ PROPOSED BALLAST SECTION) � \� r '// / /J PT: 10+83.02 \` \ c \ I \ PI: 1 �' \ o j�// //I / ^ — \ \ REMOVE AND RESET \ II\\\\1� / - =ti a :/ /ram { //i _ \ _ \- \\\ \II I I 1 f` � BARRIER INSTALLED AS otiq\\\\\� I I�\\ \ \ \ 55 F,yc PART OF SCHEDULE A 19484 N7Nti�A r//Jl /IJ�� /^\� _—_—�,\—\�—� \ � ' \ 25.9)4 l////T// _P : + \ �r \ 1 I�)I{ \II\\\\\ -\\.,:.�e. .. t":lrl•. \�\\�I\�\\\\1\\\\-\ \\\\\ \� ^ EA/ ap�� �cS�N\:.:\-� ) � ��'�-� ((I/! /1/ �.� \ \\ \ \\\\\ l\ // Illll\ \ / / III / // \ \ \ \ � \ \ I/ a9 'A PC: 12+76.98 \ ji 1( I11 / I11 J\\ ham\11 \ \\^` I \\ \ \ \ 8 z'w, / \ / P \V1 \I � 1Aif II\�I11111�1 >0�3� fwi W 'om'. o rcw=iz mo mw� `L�� 11/rl� / J o \ (jr / / �/N Q I I (f I I IAI j�llll IN' / a/' /3xa� _ SEE SHEET QLL Illl / / / /� XD-103 r� MATCHLINE ST zo m ll�ll\(J11�1 // '\ �µ 1 / r� 1 % ,�/ III�lI'I /. : 7L , / , , T 1 —r Q / 1 // O w 11111111\\\\III l..' y" II f/�I%//� /l rll//J/ l a \� I) l i l \ I I I l rr1W w O CC cc / 111/l1111111 11 .1 ':. '. a r m� /i } Z C`3 / /t�(\�f /. 111 �II f�I( / / \ I I l 1 �Ill� Q g(A 5/ / )1 I l (11 w \/ //1/ /I`. .1,. ,....:"I ( I11(141 I 1 ! / J 'S' J PCC: 1 6+27.15 (_'3(� Q SP-1003 LL ri/llll)/�//rf(�l/�\ .,\ l ; Illr It PC: 15+58.12 / / / /_ ; �// Q_O o Z J/ /) /11Ilk\y l III I \ / / / - / 1 �ii�ll/�// %)\\,A 1 �'" \ \ \` / PI: 15+20.32 J /// :../ :: / // /'/ ///i c O PI: 15+40.32 / / // / /. :./f .a /i/%%i f/ \ W V \ \n\\\\�� / ' T OZ O=CV\( -__ CC/)�II J 1 I I I r(\\1\\\\ � C".":..:.:. 1-`� 1\\\\l �/���----� -- \ ) -- -- � �\ - i^ /_,.,'�/ / �: i:..=` :/ / J /,// 1, / o /a" 00 ✓ -/ / / O v 0/\ co Ir _ .. d3. —.r-�:: 1769'.:' �'•T6+b0'"".; �'a3' _ _� /' // — / /i'i J FILE: 60-20-088 SG XD-101X r� /1111 I 1 r ,'/IIII\\ \.\\ � -\ 1��� ,. \.: •� ''%' / \_/� I JUBPROJ.p:60-20-088 ¢ 1 I\\,11 i i f It\ '� SHOSHONE FALLS GRADE' DRAWN BY: DESIGN BY:JALS o O CHECKED BY: CKJ 11\ �5=% \ =� — _i_� — is ` — ONE INCH \ iTN \_ �� // _ r / RETAIN AND PROTECT EXISTING AT SIZE, NOT INE ^� / J/ - �� I/ l -. ^N \\� �.- \\—' ) D AT FULL SIZE,IF NOT ONE / ./ / / / /^^.v A �- — v��� /-HEADWALL AND 21" CMP �� 0 1 \ III _l \% LAST UPDATED:E ACCOR 0 20 40 SHEET aJ �� ( / / J/ / I I � ✓ / zo� v _ ^. / f / ��/ ��/ � v� � ��//�y��vvv1q� / Its �i/i �Il/ v � A \ �/ TITLE �/ SCALE IN FEET D-1 02 a c LEGEND RECYCLED ASPHALT BASE STABILIZATION ('J- ram\/ (RABS) J-U-B ENGINEERS,INC. N /tr FULL DEPTH RECONSTRUCTION (REMOVE ZAS HALT AND c / PROPOSED BALLASTVATE TO SECTION)DEPTH OF U)Q c) a E W c6 !�?0 n `-' Z 2� o Zcn co a1 3 W LL c � c r � N EN 0�S�O Fry ¢0 �OENSF� iyA /1 III\ " ayO\ ��� I � i 19484 EA � l \� \ �� \ \ Az��1, 13m / / J /— —J\ — \ PT: 19+77.83 \ \ZOV rch< o a PT: 18+55.98op J �\ ——d omp o —1 h�e� ^ SHOSHONE FALLS GRADE —da---�—d3-----�d ow N m�C d3— 19+00 1 20+00 o k\20+89 ia�a= o S —d3 L--d3----/d3— 3����.% 7l�13J-- \�\ /i—� ( u°, lzo 1 V A A\V A — J 1 j \ 1 `\� `\ \\\\ L \`\ END CONSTRUCTION I A \ I I \ V A \ I 1 STA: 18+93.42 /�/� / zo 1 1 vv N: 438297.187 / Z V A I / �1 Q E. 1633691.099 I `I /-/ �` O w l I l I 1 1 I \ `\ / i / / Q / \ Lu 0 Cr Z(3 Q F J Jz ol 2w w QO o0 1 H � wU 0 4 O 0=C U) U VJ V, =�/�H`^ O z =O c U a w IIr U FILE: 60-20-088_SG_XD-101X m U F JUG PROJ.p:60-20-088 DRAWN BY:JCC Q Q DESIGN BY: ALS CHECKED BY CKJ a ONE INCH ro j AT FULL SIZE,IF NOT ONE AT SCALE ACCORDINGLY LAST UPDATED:9/27/2023 0 20 40 SHEET 14 SCALE IN FEET TITLE a X D-103 c 63-`\\ gxu \ >\\ DEMOLITION KEYED NOTES - _,--__ d3 \\ `\ \3Ci \ REMOVAL OF IDAHO POWER INDUCTION d3--- —d3—_ / d3---- J d3-- \ \ --d3-----d3--- —d3_--/ d3 =^_d3-- ] --/ d3 —d3—�`—__ \ \ i' \ -C- i /� C201.41. 1 CONDUIT -B \ \ \ d3- -�d3 �3----- --- J-U ENGINEERS INC \ \ \ 67 LF STA: 50+56.41, 2.05' L TO STA: 51+23.05, 8.89' R vv ` +� s+oo v �+�oo SHOSHONE FALLS GRADE 8+00 U I —33 /' 201.4.1.E.9 REMOVAL OF 6" PVC Z c \ I LO \ \ _-- -___ / I I _-Ida--- \'" - = 40 LF STA: 53+26.01, 9.67' R TO STA: 53+28.37, 29.97' L — N v B — d3+----d3-- d3----f—d3— '� ^ \� ! M ---- --- J / \ Ina M _ 201.4.1.F.1 REMOVAL OF IDAHO POWER JUNCTION BOX a REMOVE AND - ��-._!-- -� _ \-_ ��-____ _ \_ l 1 EA STA: 51+23.05, 8.89' R W 0 n -�,; � �/r •/' ,� CL =�\�= / -�=-\%�-��__ %�`���-ice=_.-_ '� �" \\\,.�\\�\` p 1/ / �- Z 00 ; r =RELOCATE SIGNS _ /\\ �/ 201.4.1.F.3 REMOVAL OF IDAHO POWER DEFECTOR LOOP � �•>_� co�l 3 201.4.1.F.9 — `L- REMOVE AND REP ACE ^\ l l\' / — l Z _L5 cn c m _ / \� \ 1 EA STA: 51+1 6+88, 0.83' L LL c 1 \ \ _ -- —EXISTING GATE AND v W o \ \ OINT OF INTERSECTION \ T i EP— \ STRUCTURES ,\ //� 1///^\\\\ \ w\\ /' j j co r \ —SHOSHONE FALLS GRADE' TEP \ EA STA: 51+1s.71, 1a.as' L a 1 \ 'STA: 5+77.34 �\ 201.4.1.F.3 /.�T — \^ / / \\ \ \\ — — T \ —-\ t �- ' // 1\ \ \\\\ I 1 EA STA: 51+32.73, 1.58' R _ F— \�\\ DIERKES ROAD \\\ \ \ \\ \ \\STA: 50+00.00 \\\^� + 201.4.1.F.3 `\\ —\ __/ ' EA STA 51+3a.3s, 1261' L N i /. / REMOVE AND RESET / — — /BARRIER o \ I / I 201.4.1.F.9 REMOVAL OF GATE I N: 437586.43 \\ /. — \ / E: 1633423.44 \`_�', f/7>` P.= p�ERKE �� --/ \\ \\\\ ` \1 ' r 1 EA STA: 52+02+88, 2.81' L ONAL F E:P l� �� ^\ \\\\ ' SP-1003 RECYCLED ED ASPHALT BASE STABILIZATION ¢ �GENSFO 'yA 19484 \( /�\`_ ,._p• =J w f " r_ i-ti__ __ _- i0E---fP� _�� _/ / T \\ _ J 1241 SY STA: 53+60.00, 0.00' TO STA: 58+50.00, 0.00' NT �o — Y — / LEGEND\ \ 201.4./. 1 201.4.1.F.1 cA RECYCLED ASPHALT BASE STABILIZATION (RAGS) 201.4.1.E.9 \\ \ \ \\ \ J I\ FULL DEPTH RECONSTRUCTION REMOVE a� a ASPHALT AND EXCAVATE TO DEPTH OF PROPOSED BALLAST SECTION) aww�B z. okm �a3wom0 o L SP-1003ogyaz m zo'��z� o Im — ��/l�llllJr�v�`. AEI /�.�I /�° �� �!(( Vll�\��w�v�vA wv vV '(\ \�v P ✓� m��°a s� m�mw� 'o°zz 6. o r _ z Lr \ \ \ \ \ Q LL \ ��� J �301 \ \\\ \ 111 1 / \ / dohdoi Q W I(^ v\ \\—TOE ~ \ \\\\ / J �— I / \ ( I \ �• \�/---->�—\_ 1 O V rILL sn Toe \\ \ \���'m \ \._ \�� \\—\ ( ) \ \\— \ /F I \� I <>_ Z a � \\� \\ l r \ 1➢ /301 A01 TO (� O W O 301 rrn - ----- J w 0 1 cc z QL ;-EP.__---EP._ --- ---'---- —/ /// — \ ,Zv /---- ` --__ / EP.=- I mm LLB 0 oF- .. �! _ _ joy �\ \ -: -\r \_ ` -_-.EP._�T%'.:'. rn co i. — — A _ EF w _ - _ _ - rp r U 0 p EPA-- .. �_. .. ....:....._ .. ../.. I: Epco �. Ep - P--1` •,., . I ,bIERKES ROAD \ Ep w a \ RETAIN AND PROTECT_ 'EP.= —"_—E2 —._ EP- 'V. —i Ed z I\ \— EXISTING CULVERT — _ `^-- \\ \ \ \ 1 r\--% jl� /—/ `� � SP 1003 A U I \ I \ \ 1 _ �`/•�.��''�\ _ �� --_ �� \\ \_ \ \ \ �ti\ `�` (/ / r \ FILE: OJ.#:o88_DN_XD-t OaX —WEr���1 —�`\ ( I ) 1� \///// JUG PN BY:J0-20-088 o Ozw I \\ \ I \ /` lJam/ / — I/ ^—r _I DRAWN BY:JCC \ I DESIGN BY: ALS J ONE INCH \ _\\\�\ �N \. \I\ C \ \ `/ \ \ ('�\ \` \--��_= /\\J\J\)1 �\ /'C _�1 \Il CHECKED BY: CKJ AT FULL SCALE LASACCORDINGLYACCORDGLY UPDATED:9/1&2023 <� c/� / 0 20 40 SHEET 1 SCALE IN FEET TITLE -104 a c DEMOLITION KEYED NOTES RECYCLED ASPHALT BASE STABILIZATION (RABS) J-U-B ENGINEERS,INC. C I 2033 SY STA: 58+50.00, 0.00' TO STA: 66+25.00, 0.00' _ _ LEGEND z m o \ f / \ rl J// \ RECYCLED ASPHALT BASE STABILIZATION � a c N i \ (RABS) W OD rf°i CL IVVI ``\ G \ ^\ —\ _ _I \ / FULL DEPTH RECONSTRUCTION REMOVE ('j a)'=— \ — - \I \ / `✓I J/�rrf _'%r J J / /— —\_—_--/ \ ASPHALT AND EXCAVATE TO DEPTH OF Z _� �� PROPOSED BALLAST SECTION) CO � a \ \ -- `\✓ \ter'\� ! / // / /// r ` ✓" / n _ F- r) dim/+ I) \ \ - �\ Z � I \ /Il �J r/i`\r_--- /�•', Jt + y S ANAL fN EP r A- co , \; \ \\�\\ \ t / il -\ _ - - 62kp0. %1 a v �� `I \ \°�\ =—_--^„ --- / EP' \ � 19484 IV Q� EP r ti \: _ SSA ROT i _E ..... 00•.! , z� \ o I --- % _ -EP_` —EA� r f // I I O�maK C0,6 Ca ° m _ Om¢ O a°3� 1 / _ �w`w'Oa s� mNw� \ iOzT, �zo a —:EP El—'.1.:'. .eP_v. I �LL sn ,.... 64+00 —{P— Lu O _ // // / ) 0 0 < O w \ / +0.. CC v� d .EP..' ' _ E� DBE 'EP i— ^a' n/ / C`3 U �u) \ ep s R J , EP Ep_T_ O Q w S P 1003 - -Ea �o.. - Q_ UA o .-.:..i%� \ \ IJ // /r // /1/ \\ _� �—EF-.'' -:U _ --__EP-- (+p0 LLIU \ > -_ r � EP I `',66+ z M / l RETAIN AND PROTECT r r/ \ _t\/ \ -'eP'_ - / z O Z ° \ '\ j ) I f I sp EXISTING SIGN 1 \ \ / \ \ - _ -EP= --L�_1 =w 2 � W co / 1f FILE: 60-20-088_DR_XD-104X MA JUG PROD.#:60-20-088 \\i DRAWN BY:JCC z o cwi / / n_/ \ _. j�_ DESIGN BY: ALS to \ / _/—\f _ J�l 1�/� �����` \\ CHECKED BY: CKJ ^.� ONE INCH AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/18/2023 \ / 0 20 40 SHEET 1 P$ \ Q SCALE IN FEET TITLE XD-105 a c LEGEND —0-- RECYCLED ASPHALT BASE STABILIZATION ��� (RABS) J-U-B ENGINEERS,INC. FULL DEPTH RECONSTRUCTION (REMOVE Z c PROPOSED BALLAST SECTION) Q M AS HALT N EXCAVATE DEPTH OF v W 00 c4 E W OD n Z ( o Z cn 3 LL c W � c r N 05\ONAL FNC 0�0 \OENS Fo ,ym m C A 19484 C NTgTE OF \V, co yF4SEA DNp \ o I , \ONp rl /WET EQ/ I Np A o�yaw� a oyp \ oyw3°a m 0 z°Imaz° m — -- %/ --------END CONSTRUCTION Fo33= o ^ Hp o + \—_ — STA: 68+09.00 �wyalz Q' Ey �N--- — + P N: 438061.655 yWmN� rz / ' �J/ � jP J��P J .T E. 1635095.300 Gy =og�N lz EPPP+X��1 6�+00 68+60 y rLu p ��// ��/ // DIE/RKE/S ROAD \\ x$' I 1/P LJ L—EP•—LJ—LEp--L1— _1_/LEP� e J — c \\ J ry I \_ \•\—J \TOp <LL Z O� LL IS /v it ��, �� �✓ v / - v v Lu O fp H c O I I \ /' \\ \\ CC I jl �/ - v/ /vv <> l /�� 0 U �u) (n 0 w O Q w i EP— LL� 4 O oC Oz =O c U w a IIr U FILE: 60-20-088_DR_XD-104X m U F JUG PROJ.p:60-20-088 DRAWN BY:JCC Q Q DESIGN BY: ALS CHECKED BY CKJ a ONE INCH ro j AT FULL SIZE,IF NOT ONE AT SCALE ACCORDINGLY LAST UPDATED:9/18/2023 0 20 40 SHEET 17 SCALE IN FEET TITLE a X D-106 c _ — KEYED NO 30" STORM DRAIN PIPE, CORRUGATED 0 .1.4."A"7 POLYETHYLENE J-U-B ENGINEERS.INC. L F STA 3+7334,120 LF STA: 4+13.43, 16.26' R TO STA: 5+00.00, 10�00' R N V 7 STORM DRAIN MANHOLE, > M TYPE B Z c r r v �V' ��� A - -- --- - _ 1 EA STA: S+OQ_00� 10.00' R Q M V `� - / A r \ ` _� -� - i-i - — Y O00 E INLET - ITD TYPE 8 W pp r"'i $ W _ n - - �i� 1 EA STA: 3+73.34, 15.50' R Z 00 ST7W-BEAM 4, 19.95' L �� ;-_ �� , .- = ��, N 3 \J \ 'BE AND GUTTER _ - _ ---- 1 EA STA: 4+13.43, 16.25' R U' as 3 - STA: 5+00.00, 12 00' L _ 10 SP-2055.1 _ BEGIN PAVEMENT TRANSITION__ - Z -_ �L I -BE GUARDRAIL ���� i 706.4.1.A.5 STANDARD 6" VERTICAL CURB AND GUTTER LU - 0 -% =� STA: 3+00.00, 14.00' L c t _` - '/ a - 1 V -- - �i - - 332 LF STA: 1+68.44, 19.95' L TO STA: 5+00.00, 14.00' L m Tom- �y�, - 706.4.1.A.5 i�� oo c� j r_ H END�PAVE MENT TRANSITION \ STA: 3+29.31, 11.00' L _ �� i 6� x o 1102.4.1.E.1 CONDUIT, 2" SP-2055.3 � ���� �� - = - \ STA: 2+15.45, 14.00' L 0 ;__ - �� 6 59 LF STA: 1+34.50, 28.59' R TO STA: 3+11,28, 14.75' R \ 0 -- ;� `- '�,v`� �,� ��' END PAVEMENT TRANSITION_ / o. 5 �J'�� \ _ _ v i J� 198 LF STA: 3+1 L28, 14.75' R TO STA: 5+00.00, 14.76' R - _ -JiL�_ ° STA: 3+75.OQ 1200' L ��s �S� BEGIN PAVEMENT TRANSITION -�- _ d3 _ .N - e EN JUNCTION BOX a NS c, STA: 1+68.08, 18.01' L - ---- ti d3J# - o yJ h ym 2 - �` v6 1 EA STA: 3+11.28, 14.75' R i m� }_ -- ------ �— a 2+00 1 3+00 '\SHOSHONE FALLS GRADE ` _ SP-2055.1 W-BEAM GUARDRAIL 19484 4+00 v ! C i ��� m o / �J--' 331 LF TAT Qp� PAY BOOTH STA: 1+68+44, 19.95' L TO STA: 5+00.00, 14.00' L n E Op tp -L-EP --tEP - --� ---D C N N =eP � % �, F�SEA JP� N -- -EP EP----CEP- -- ---� EP^-- -' isi - SP-2055.3 GUARDRAIL ANCHOR v _ _j _ ,- \ 1 EA STA: 1+68.44, 19.95' L P ^ - J102 NOTE oQ w BEGIN CONSTRUCTION STD PAVEMENT 13 OS ITRON / S STA: 5+00 00, 13.00' R 1. ALL ELECTRICAL CONDUIT AND JUNCTION BOXES TO BE INSTALLED BY iwiz� STA: 1+68.19 1102 1 A T DCB-01A _ _ _ CONTRACTOR AT IDAHO POWER'S EXPENSE. rch��o N: 437473.927 �� ,-- 6oz4.1.G.3 01.4.1.A 17 4 -- - \ �� a � E. 1633044.677''p, , ��/' i� BEGIN PAVEMENT TRANSITION �_, 1 �' 024.LE.1 �" = \ STA: 1+75.08, 18.28' R - 1.4.1.A.17.4 SDCB 01B - o��3a D / 6024.1.G.3 Q o BEGIN CONDUIT i� �� --- =<33�w - AT EXISTING / i' + �' �3SO o JUNCTION BOX > z {; .. tA t. w0LL'z5 0 �o FW U O � j N <KIK2 0 I know its a late add < 3555 3555 �� -- -- - - - - - - - - - - - - PVI STA: 2+75.00- - - - - -- - - - -- - - - - - - - - - - but could we plan a 2 ° -- -� - - - PVI K: 1 3536.60 - - - - -- - - - - - - conduit from this 'o°z�u° Izo K: 1 30.45 x 3550 -- -- - - -C6N - - - - - - LVC: 120.00 - -- - -- - - -- -- - -- - - - - - - - - 3550 location to the end of N N 0 0 N +.. - - - oC� - - - - - - phase and then split �w �� - - - - � - - - - - - cn -a_- - +M - - - - - _MM and go to dierkies as J o N Q 3545 -- - - - - - - - - - -- - - - - 3545 well for any future a - - - - ww mm 86y - - - - - - communication o z -- - - - - - - - - - - -- - - - - - - needed. ¢o °= w 3540 3540 -- - - - - - - - -- - - - - LL w a -- - - - - - - -- - - - - 0LU 0 LU C C - - - 3535 3535 - - -- - - - - �U dQ - - -EXISTING GROUND - PROPOSED GRADE _ _ _ 0 LU Q - - - - - - - -- @ ROADWAY - - -- - - - - @ ROADWAY - - - - - - - J z Z Z w 3530 3530 Q 0 J O - -- - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - H a(A o w U O ° -- - - - - - - - - - - - - - 0 _ C0 3525 -- -- -- - - - - - - - - -- �89 - - - - - - 3525 -- - - - - - - - - - - - - - Oz ° - - - - - - - - - - - - - -- - -- - - -- - -- - - - - - - =O € 3520 - - - - - - - - - - SDCB 01A 30„ C - - - \\- 3520 W z -- - -- -- - - - - - - STA: 3+73.34, 15.50' R - - - ORR�G - - - IM: 3527.96 -- -- -- - - - - - -INV OUT: 3521.62 30"(E) - - - - - AjfO NOPe 'lpe @ - z 3515 �.s�g 3515 �U FILE: 60-20-088_SG_C-201X J z JUG PROD.#:60-20-088- -- - - - - - - - - - - - - - 30' CORRUGATED HDPE PIPE @ 5.16% - - - - - - - - DRAWN BY:Jcc mDESIGN BY: ALS 0 3510 SDMH-01 3510 CHECKED BY: CKJ ONE INCH SDCB-01B STA: 5+00.00, 10.00 R- - � I j - RIM: 3519.2G.. AT FULL SIZE,IF NOT ONE STA: 4+1 3.43, 1 6.25' R "(SW} INCH SCALE ACCORDINGLY NV IN: 3512.52 30 o - - - - - - - - - - - - - - - - LAST UPDATED:9/28/2023 o - - - - - - - - - - - - - - - - - - - RIM: 3526.15 - - - INV OUT: 3512.52 30"(NE) 0 20 40 INV IN: 3519.50 30"(W) SHEET 1 8 3505 INV OUT: 3519.50 30"(NE) 3505 +00 1+50 2+00 2+50 3+00 3+50 �T 4+50 5+00 SCALE IN FEET TITLE C_201 a c �e��,�� KEYED NOTES �V 8''BEGIN PAVEMENT TRANSITIONL- _ ri- / --__ '` - �, 30" STORM DRAIN PIP CORRUGATED STA: 5+00.00, 12 00' L - _ A E, -- <��- - - 01.4.1.A.17. POLYETHYLENE SP-2055.1 703,4.1.A.1 - _ - C. 113 LF STA: 5+00.00, 10.00' R TO STA: 6+14.85, 10.00' R ,\ i \ - - - 36" STORM DRAIN PIPE, CORRUGATED U U7 EN - �� ENGINEERS,IN v _ --- -- POLYETHYLENE a) o END PAVEMENT TRANSITION- _ A � � 4.1.A. Z_ c .STA: 5+25.OQ 11.00' L - -- _ � - --- f �� �` - - -\ - � -- '~ �^\ O 1,20 LF 1 7 STA: 6+14.85, 10.00' R TO STA: 6+24.46, 1 1.80' L > ('`) � STA: 9+_00 00, 12 50' L� --_ v 8 LF STA: 6+24.46, 11.80' L TO STA: 6+27.97, 20.36' L CC Y 000 N E -601 4.1 A.17.5 �� i - i-� LU op m R RETAIN AND PROTECT H �� - - - - _ -� 602.4.1.B.1 STORM DRAIN MANHOLE, TYPE B LU r- rl CL SDCB-02_ ,�� , �,�)yll� EXISTING RETAINING BEGIN PAVEMENT TRANSITION - _ _3 - - _ $ �0 1 EA STA: 6+14.85, 10.00' R Z a� N 3 �� 4� _= 602 4.1 G.5 P �; WALL SECTIONS 5 6 C �_ _ STA: 7+00 00, 1 1 00' L 706 4 1.A. _ N v v L v�;� v �� _ -_ - - - _' - _ d J 602.4.1.G.5 INLET - ITD TYPE 2A w _ Ali o END PAVEMENT TRANSITION �� L7 _ � 1 EA STA: 6+24.46, 11.80' L STA 7+25.51, 1 2.50 L _ �. gk 2�SJ1 - -PLACE), m _ a STA. 5+37.63, 13.00 R"- _ J CONCRETE HEADWALL CAST IN PLACE , � � � r - i - Fi S CLASS 3000, SEE ITD DETAIL DWG 609.2 a 70 A.1 o FiLL� FILL s - \ - - CC ❑ o+o J + - 3 - - FILL _❑ FIIJ-L n ❑_ ❑ - "O In o - o- a -b-n- �- - -�- d - ❑ - - _ - � �-- - - - - � � \�,��� 2.3 CY STA: 6+27.97, 20.36' L U o vv O vv j \ SHOSHONE FALLS GRADE 8+00 a d� 706.4.1.A.5 STANDARD 6" VERTICAL CURB AND GUTTER NAL F Lu Lu OG N I 0., 6+00 \ 1 ` 7+00 \ Q d3�'-��p 400 LF STA. 5+00.00, 14.00' L TO STA: 9+00.00, 14.50' L eS�G 'YG !q P S) - �pENSg ��m �� o o I --d3 J3--- -----da --- ( a 1003.4.1.B.1 BIOFILTER BAGS a v 2 w O 2 � o-ram_ � d3 �- 1 d� _ iU-W r�, - �p" �'+- '- ,�> - 27 LF STA: 8+75.61, 21.97' R TO STA: 9+00.00, 17.23' R 19484 co 4� PC: 50+04.48 Nr o e car_U _ _� - _ ` cut �- __ - _+ R \ _ _ a n - - _ END PAVEMENT TRANSITION"y� 1003.41.B 1 � 02.4.1 CONDUIT 2 o - _--- �� "� •• 01.4.1.A 17.4 r� -- =_ -- - --2 - 7+24.80, 1 4 50' R - TA .0 R_ 114 LF STA 6+30 15 01 R TO STA 6+93 15 28 R STA' _- 1 123 LF E STA' 5+00 00 14 76' R TO STA: 5+37 63 14 76' R 0 4 11,1 a� v S 9+00 0, 14.50 _ .67, .69, SEA JP� BEGIN PAVEMENT TRANSITION,_r _ T POINT OF INTERSECTION 35.01.07 1102.4-1.E.1 -- - _ v SHOSHONE FALLS GRADE --- 7 .- 00, 13 -,. R _ 1102.4.1.F.1 JUNCTION BOX VA ����' ��� FILL EP-�-- TA:_ ts�� - 1V� Lv S 1 STA: 5+77.34 -EP-- _ + - - STA. 6+93. , 15.28 R ' m� w _ � � �� VA i - � � � � 1 EA � 69 z i � A DIERKES ROAD :.� �� / �� STA: 50+00 00 ��� v v v �� �� 51+00 �� - 1135.01.07 RELOCATE ROADSIDE SIGN �Q< l N: 437586.425 �\ �� 11 \ \\ \ '" R /5 \? - J�� - \\ \ \41\\\\` j o - 1 EA STA: 6+34.15, 15.17' R �iwaw a 5 - A i' 2+0O1 - _ _ o rc �\ E: 1633423.441\- .v SDMH-02 _ �X� o��-- cy ��ERK� N� �\ 1 T 1 EA STA: 6+44.09, 20.00' R I / 1 / 1 1 024.1.E.1 1 602.4.1.B.1 -I \ _ _ _��--��g - -_-- _ p STA. 6+27. 0.36 L TO STA. 6+37.77, 42.27 L - 1 ---� .._-� toJ _T_P-= ,,� SII` U I," \1\\... I\ o� 67 SY 8100 203 �Q3j� z E - _ \ __ _ OAD _ STA 8+ r R STA: 5+00.00, 1 3.00' R SDCB-07� _ --- _- _,_ _ � - W- __- v Tv e ` SP 2055.1 BEAM GUARDRAIL ��❑�mo o o _ _ - Ep S3 \\ \ 393 LF STA: 5+00.00, 14.00' L TO STA: 9+00.00, 14.50' L o o 6+32.44, 13.00' R��vv SDCB-08 ��t/ Y, / NOTE H-',z� 1 ALL ELECTRICAL CONDUIT AND JUNCTION BOXES TO BE INSTALLED BY CONTRACTOR AT IDAHO POWER'S EXPENSE. ra 5: m�mwm z c� 0 3525 PVI STA: 6+20.00 3525 R .... ......... ............ .... ........ .........._ .PVI ELEV: 3509.75...... ....... _...... _._... _ ..... ....._._.. .. _ K: 19.55 _ LVC: 80.00 _ _... _ _ .. .. .... . .... _ _ _ _... _ _ .. .. .... . .... _ J 3520 o0 3520 Q o c\I , QLL .... ..... ... w� ... .._ ..coo ..... ... .. _ ... w -- n o IS �89 - - o PVI STA: 7+00.00 0 Z LLi PVI ELEV: 3500.25o Q 351 5 cf)>> > K:15.52 3515 Q uJ w m m >W LVC: 80.00 Q Lu a 3COR R Q 0„ om C o n JC PVI STA: 8+600 >_ - 3510 < LL P ELE : 34895 O J h'QpF ram.. LVC:12.92 V d< F ILL &i LjJZ ZZ 3505 w w o Lq o 0 3505 Q Q Q O IS SDMH-01 _ _ _ _ __ _ _ _ _ _ _ __ _ _ o _ _ __ _ _ LL a 2 oo o STA: 5+00.00, 10.06' R _ _ _ _ _ _ _ ++j- _ m+ W U O of RIM: 3519.20 _ _ _ _ _ _ __ _ _ z= _ 4 INV IN: 3512.52 30"(SW) STING GROUND) PROPOSED GRADE vi v Q vj 6 3500 INV OUT: 351 2.52 30"(NE) SDMH-02 @ ROADWAY @ ROADWAY >> >> 3500 = _ _ m m L, STA: 6+14.85, 10.00' R _ _ _ _ _ _ CA CAO Q 'o __ _ _. ... RIM: 3510.00 _.. _ _. _ _ _. _.. _ _ _ _ INV IN: 3502.97 30"(SW) € co 3495 NV IN: 3503-97 18"(S) 6�2q 3495 W INV IN: 3504.47 12"(E) SDHW-01 INV OUT: 3502.47 36"(N) STA: 6+28.26, 20.50' L I IRIM: 3506.74 x z 3490 36" CORRUGATED HDPE PIPE @ 1.00% INV IN: 3502.14 36"(S) 3490 w U �_\ FILE: 60-20-088 SG C-201X SDCB 02 _ _ _ _ _ _ __ _ _ _ _ _ JUG PRod.a:60-20-088 w STA: 6+24.46, 11.80' L DRAWN BY:JCC RIM: 3508.61 j69 DESIGN BY: ALS R. 3485 INV IN: 3502.23 36"(S) °3485 J CHECKED BY: CK _ _ _INV OUT: 3502.23 36"(N) ONE INCH m AT FULL SIZE,IF NOT ONE a ry NCH, CH SCALE8/2D23 ACCORDINGLY o LAST UPDATED:9/2i8/20(2'3� 3480 3480 0 20 40 SHEET I �7 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 SCALE IN FEET TITLE C_202 a c - '__--Eve PAVEMENT TRaN�v-'' KEYED NOTES 1 1135.01.07 SP 2055.2 - END CURB AND GUTTER �` STA 10+83 02, 11 00' C a _ - _ �� `� V I I 206.4.1.H.3 LOOSE RIPRAP, 2.0' THICK �- - _ - _�-' - - - END GUARDRAIL V A' - -� STA: 9+87.97, 14 50' L - '3 _ 1 _ �;�o-- - _� TBEGIN CONCRETE BARRIERS 1 v V V A STA: 14+75.OQ 11.00' L ����� 206.4.1.H.3 � �_ STAIN1 PAVEMENT AVEME T1 RANSITION ,­ + o --STA: 11+62.65, 12 00 L_�\�V A\VAV III 1 2 CY STA: STORM 5, 24.63' L TO STA: 9+83.55, 30.63' L 1-U-B ENGINEERS,INC. 12" STORM DRAIN PIPE, CORRUGATED ---- 601.4.1.A.17. POLYETHYLENE U N _ _� ;_��1� -__-d3- d3 �j -�da ---_d3- V��AV AA\ �A\\V IA\ \\ 15 LF STA: 9+82.98,N13.26' L TO STA: 9+83.45, 27.81' L N O i 2050.4.1.B.1 - v _ 003.4.1. .1 - 17.1 / a��� �-\ �i AAA\� / 1 I 1 602.4.1.G.1 INLET - TYPE IV Q N - 601 4.1.A �� �� �� I 1 v ) i \ Y O E A� / 1 1 W ri o SHOSHONE FALLS GRADE d ( r EA STA: s+82.s8, 13.2s' L O rn �� \\\\I (1 1( SP-2055.2 w �� a SDCB-04__ i _d3 FIL ° xp \\ qi END CONCRETE BARRIER 706.4.1.A.5 STANDARD 6" VERTICAL CURB AND GUTTER Z vi o 6024.1.G.1 �� L + + -- O �v SP-2050.1 BEGIN GUARDRAIL (') aJ �_ 3 O '� \ ) 88 LF STA: 9+00.00, 14.50' L TO STA: 9+87.97, 14.50' L z QS cn(o STA: 1 2+84.61, 1 2.00' L LL c _ - 706.4.1.A 5x .�• �- � v A v h 1 11 BIOFILTER BAGS U > c 0 l a i NO a 9 v m p v A v \ k`ZS�V AA \\I A 1 SP-2055.1 64 LF STA: 9+00.00, 17.23' R TO STA: 9+53.73, 31.38' R r - - STA. 9+00 00 1 250' L - i BEGIN PAVEMENT TRANSITION \ 1 L t 1\`,\\� ) �. -� Q 1 A 11A l 130 LF STA: 12+05.93, 76.77' L TO STA: 13+00.00, 5262' L STA: 11+50.00, 13.00' R �3-� ��AIV�I III IA BEGIN PAVEMENT TRANSITION CV __ �?I,v "IX v I STA: 13+00+00, 11 00' L 1135.01.07 RELOCATE ROADSIDE SIGN 'BEGIN CONCRETE BARRIER_ C\ v�A IA \t I I I A 1 EA STA: 11+29.33, 14.59' L a�' o ✓jj L/ j/SEND PAVEMENT TRANSITION i v �I VAA\1� END PAVEMENT TRANSITION ti 3R i �o STA: 11+64.12, 14.25' R - / �V1 V1( oNAL ij�� jl vii STA: 1 0+25 00, 1 3.00' R v Fw�� A v e� Fro v ffli � �, v I lil v STA: 13+25.00, 12.00' L 2050.4.1.B.1 RIPRAP/EROSION CONTROL GEOTEXTILE u _ a \\\ \ APPROX. LIMITS OF ROCK REMOVAL v \ 1135.01.07 `-� - ) - A A \VA VA\V� STA: 13+50.OQ 1200' L 3 SY STA: 9+83.35, 24.63' L TO STA: 9+83.55, 30.63' L a v UNDER SCHEDULE A �11 v\v �V �o REMOVE AND RESET PRECAST CONCRETE 19484 BEGIN PAVEMENT TRANSITION SP-2050.1 Nr p /rii�� END PAVEMENT TRANSITION )I V v v v A i t / BARRIER qr o�5 h O� / // L E OF c� `6 d2 Q� f��� jl{(��I(, &I STA: 10+00.00, 14.50' R � � STA: 12+30.66, 11.00' R � � \�VA� VA �,A �vA� VA V A� 133 LF STA: 11+62.66, 12.00' L TO STA: 12+84.61, 12.00' L 'SF�S �P�$� /l�i1Jl f ' A ) /A ll �- ( \A Vv EA n � � - A I \ VA AA A V "'' \ \ V � ( 69 LF STA: 1 1+64.12, 14.28' R TO STA: 1 2+47.82, 1 1.98' R �( I)v� vvAvvvlvv 0 SP 2050.1 III 98 vv1 v I SP-2055.1 W-BEAM GUARDRAIL ( �vI v 6 vv\ : �.1) END CONCRETE BARRIER (l)/7��V11 1�k� �-�VVA A IA\ 1�VA� 270 LF STA. 9+00.00, 14.50' L TO STA: 11+62.65, 12.00' L 1003.4 LB �(� )11 G• 1v�� A \vv (�AV� Y� A -- - \ _ - V AV A I 7 A A \ V L VF V STA: 1 2+84.61, 1200' L TO STA. 1 3+50. 1200 STA. 1 2+47.82, 1 1.98' R XIS\\ 56 LF 00 ' L-� �i L - v A V A tP 1�\ �v _� aai L RETAIN AND PROTECT s ti -_ 1 /% VAA��vV v x �Wz�m A A v EXISTING WATERWAY \ \ �. . - l I I >11 \\ \ \\ \ pp \ - y SP-2055.2 GUARDRAIL TRANSITION LOW SPEED °maw FLOWS UNDER ROADWAY \1 \�T ) �� ay .L` �iYr �r1_� Alliiiill.I A IAVAA\V.- A A`�� �l rc"z�° a /)( I' �\ _ )I\\\ \�v 1 EA STA: 11+62.65, 12.50' L 0'2-. a ii/A/,ylx)Ifl� � -� A� MAINTAIN DITCH FOR YEAR IIII�I111\\ v \ 1 EA STA 12+84.61, 11.00' L ° m STA: 9+00.00 14 50 R(/ 'S J - _r, ROUND SEEPING WATER ( I\ \\\ \ \\ o omw3 ���� i I I i vt BEGIN PAVEMENT TRANSITIONVv\�V11�A A� �� N o�y� z 9�u°mom o END PAVEMENT TRANSITION y� I I STA 13+25 00, 12.00' R- V 411 j c_ ��_ vv� v _ 4u =ate o ) II - _ r ��T2_ Z.IIIII) w -��\ ,STA: 13+50 00 12 00 R� >w�owi V� 'I Ilka n\� �: \ems sw3rYn .w PVI STA: 9+70.00 �oz�$ o z PVI ELEV: 3477.00 x 3495 K:17.22 3495 _ _ LVC: 100.00 y oDo _ _ _ oN _ _ _ _. _ _ _ U) 0 0 o v J 6 3490 +Do + 3490 Q 0)") o" <LL ..ujw ... _ .... w ... ..... ... .._ _. ..... ._ Z ° 3485 m m - - ;w PVI STA: 1 1+50.00 3485 Q �1\36g L` PVI ELEV: 3467.00 PVI STA: 13+00.00 0 w LL w K:20.57 PVI ELEV: 3464.50 _ a LVC: 80.00 K: 18.88 Q p J fr C7 80.00 _ - y w3480 - - o N o Q� LL c�Jn� 3480 � Oo o o w ow PROPOSED GRADE ¢ + n aLLJ@ ROADWAY c$+ L;.i w.. -.N� -.-- -._._. __..ML,�.._ JZ ZZ z 3475 _ &i Gi U. w 3475 Q_0 J O ILL H a _ Q _ _ 5 _ mm _ _ ww >m _ >w - LuU O Ssq _ _ _ m _ w Z _ 3470 3470 SDCB-04 _STA: 9+82.98, 13.26 L a O Z RIM: 3476.37 _ _ INV OUT: 3473.25 12"(W) -----1.67% € co 3465 --- 3465 W EXISTING GROUND - _ _ _ _ _ _ _ _ _ _ -- _ Ir @ ROADWAY z 3460 3460 U FILE: 60-20-088_SG_C-201X DRAWN BY:JCC mDESIGN BY: ALS a 3455 3455 CHECKED BY CKJ ONEINCH s y s m a j ATFULLSI AZEFNOT ONE m a ry INCH SCALE IF o LAST UPDATED:9/28/2023 3450 3450 0 20 40 SHEET 20 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 SCALE IN FEET TITLE C-2�3 a c KEYED NOTES 133HS 33S CJ-U-B �l— OO+qt-VLS 3NIlH0 24" STORM DRAIN PIPE, CORRUGATED ✓ t r 17W 01.4.1.A.17. POLYETHYLENE .STA: 1 8+00.00, 1 1.00' L � _ J-U-B ENGINEERS,INC. 1 / l I 1• I -- �7Z 34 LF STA: 14+20.00, 14.48' R TO STA: 14+20.00, 18.91' L 7 — N a. END GUARDRAIL / lI I NG07,.00 j�'Il^I I/I lJ 602.4.1.G.3 INLET - ITD TYPE 8 U STA: 17+87+50, 15.00' L I I / / / I 1 ( 1 �/ / �/ Z c 1- / I / J / / 1 1 \ 1 / /I / 1 EA STA: 14+20.00, 14.48' R j M v STA: 1 4+75.00, 1 1.00' L SP-2055.4 Q c'`J v 1003.4.1.B.1 BIOFILTER BAGS 00 a SEE SHEETC-203 _ f END PAVEMENT TRANSITION / I I I 1 I p� Y of o / r// m li 336 LF STA: 13+50.00, 49.90' L TO STA: 18+00.00, 29.21' L W n / W p ! / to _ MATCHLINE STA:13+50 s BEN PAVEMENT TRANSITION STA: 1 4+91.94, 1 0.50' L SP-2055.1 /I ° i / a �I �� / / STA: 18+00+00, 11.00' R Z 00 �/- I 111bi �T�I STA: 13+50.OQ 1200' L STA: 14+50+00, 12.00' L BEGIN PAVEMENT TRANSITION i / / r / �'//j I` I ' �' T SP-2055.1 W-BEAM GUARDRAIL N 3 /llli III I- � I I �[� �, (� �lll II 200'1200' �IVAlllj I�III STA: 15+20.74, 10.50' L / / / / T / //I 11 Z cs �� / l 0 I l 1 / / 1 N/ / /�fff _ 404 LF STA: 13+00.00, 1 1.00' L TO STA: 1 7+87.50, 15.00' L rSTA: 13+50 00, 12.00' R END PAVEMENT TRANSITION i / / �I / / 444 // r �/ W c gVall I I VI \v / 1003.4.1.B.1 STA: 15+58.14, 9.50' GUARDRAIL TERMINAL, TANGENT m a �1 ��/�i _ F— BEGIN PAVEMENT TRANSITION f ��' / 11�j//� —� 1 EA STA: 17+50.00, 11.00 L TO STA: 17+87.50, 15.00' L __ '`iaM _,�i�� r // ��.r i� /r I N o STA 15+75.98, 9.50' L v / /%r�i A E A / / i v �N� r III/II/�III�1j1�11f �IIII )>A�I\� �` �TA�I _��_ t END PAVEMENT TRANSITION; �/ J(v A - I \A VJ\�ti STA: 16+27 15, 11.00' L N /� \ Vl ll I1\\\ FOR YEAR ROUND l �� - -- _ u� - o- - _1 - PCC: 16+27.15 P� /�ij� SEEPING WATER���� k o - =d3- -d3 -- x i%i 1 / %i _ l SEA 15+0 1 16+00 r l I 1 � i� d3, � 0 I / / 601.4.1.A 17 �L ti d � HONE FALLS GRADE �'� --- ---S- �111 I 6024.1 G.3 ' 7 - Z �� PT- 14+91.94 -- - — _ «�lm o OS , _ - - �wz d _ END PAVEMENT TRANSITION, STA: 16+2715, 11.00' R (BEGIN PAVEMENT TRANSITION STA: 14+50.00, 12.00' RETAIN AND PROTECT \ 1 J km i �� lam, �`��'6 a END PAVEMENT TRANSITION �� �V EXISTING HEADWALL AND PIPE I �� , STA: 14+75.00, 11.00' �A �ayazo 0 / / </ STA. 1 5+58 08, 1 2.50' R %// 1 �-- _ ` wo�mi� +�+ z o N RETAIN ROCK FACE \ I 1 ti I - u�LL� BEGIN PAVEMENT TRANSITION %1f111�`� �� �N Ao °� 14+9 STA L 94 1100 R/ l L : , _ ' 1 n STA: 15+17.44, 11.25� .RIr�� l / �/ L, I WO1 a03�3 rcwwiz ice= Y s� m o!mw� 'o°z 6. o z c� 0 3475 PVI STA: 14+05.00 PVI STA: 15+50.00 3475 R .. ....._ -....PVI ELEV: 3458.30. -. ..... .. ........ ..... .. ......... ...... .. ...... ........... ....... .................. _ - K:28.91 - PVI ELEV: 3453.75 LVC: 80.00 K: 57.57 o _ - _ LVC: 100.00 J 3470 0 0 0 3470 J O c0 O O O N O Q .... + +7 OLn o� PVI STA: 17+50.00 Q °= 3465 vi v vi v y - - w Lmit w PVI ELEV: 3444.00 3465 0} Q>m >> ILL.> 0w K: 1812.46 m ) LVC: 100,00> L CC o of) Q 3460 LL cA — O g - - - - - - -- -- - - -- -- - o - - - - - - o V ¢Q a - - - - - - - - -- -- - _PROPOSED GRADE - +M _ - -- - - -t C , d LL a - - -3.149 - - - - - O ROADWAY - w- - - - -- - - - - - w J Z Z Z z 3455 -_ __ J > G >5455 Q 0 J O - -- - - - - - - -- - m m - - -- - - w w ILL W U CL O a - -- - - - - - - - - - -- g 3450 O cr 3450 Z= U) SDCB-05 _ - - - - __4.88y - - w - - - STA: 14+20.00, 14.48' R- - - EXISTING GROUND - - - - - - - 0 O a - - RIM: 3457.43 _ - - - - - - a - - -- INV OUT: 3453.50 24"(W) - Q ROADWAY CL -- - -- - - co U € 3445 3445 W --4. - -- - - - - - - - - - - -- EXISTING STORM - -- - -- - - -- - - 3y xz 3440 DRAIN CULVERT 3440 U FILE: 60-20-088_SG_C-201X DRAWN BY:JCC mDESIGN BY: ALS a 3435 3435 CHECKED BY: CKJ ONE INCH s y s m a j AT FULL SIZE,IF NOT ONE R, INCH SCALE ACCORDINGLY a w o LAST UPDATED:9/28/2023 3430 3430 0 20 40 SHEET 21 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 SCALE IN FEET TITLE C_204 a c ayO — KEYED NOTES (J-U-B BIOFILTER BAGS 96 LF STA: 18+00.00, 29.21' L TO STA: 19+02.34, 51.03' L J-U-B ENGINEERS,INC. �\ Z c > 0 a w Y 00 a E aZ // Wza O ai o Z CL c as b 3 / Lu �—� -��. � �1 �os W � C r M ` 003 4.1.B 1 _a3 — s *OF ��� ,� CO H — STA. 18+00.00, 1 1.00' L o - 00 I I _ _ i + c� 7 ^°o �� _ �__-- rn J —_a� N + i 1 / d3---- h�U —� 07 d�� I H I = 1�d — yO gVANAL fN co A.. o — �0 20+00 Z,41,/o 0 —a�� �\ 19+00 20+89-A o��g�GeNSFo��y � V c?m o o SHOSHONE FALLS GRADE / / 19484 Az C441 �y pro /� �' _ 3 // \� / / I / \ CT.y TE OF \O �5 \� d iTF�SEA JP� _STA: 18+00.00, 1 1.00' R lz END CONSTRUCTION---)— STA: 18+93.42 —N:438297.189 I I E. 1633691.101 / ,tee ;'/j - _«R I I I I I / � DO— \ / ;O' a5 �¢JNrzF l c�i aao w � ° 1 is�3h m o!mw� '8zz5 lzo ° 0 3455 3455 R .. ........ ......... ... ......... ....... .... ......... ............. ....... ........... ................ ................... .. ............... ......... .... ... ......... ...... .... .... ........ ........... ....... .................. ............ ...... ...... .._-.-. y 6 3450 3450 J a PROPOSED GRADE N 0 Z °= 3445 1. .. .. @ ROADWAY M M ... .... ... ... .. ... 3445 0 W a� H � LL Q W O w 0 J_C7 a CC ....... ..... ....... ..... Q�_ LL Cl) ... -mow ... ... .. ..... ..... . ... ... ... } 0 3440 —4.939 - - - - - - - - - - - - - 3440 (�U d Q 06 z 3435 - - - - - - - - - - - 3435 Q 0 J O - - -- - - - - - - - - -- - - - - - -- -- -- - - -- - - - ILL H CL(A _ - - - -- - - - - - - - -- - -- -- - - - - - -- -- - - - -- - - - - -- - - - - WU O 4 3430 - -- - - EXISTING GROUND.- - - - - - -- - - - - - - 3430 0 CC - - © ROADWAY - - -- -- - - -- - - - - w - - - - - - - - - - - - -- - -- - -- - - -- - C/)U) ° - - - - - - - - - - - - - - - - -- - -- - - - -- - - - -- - - - - O z € co 3425 - - - - - - - - - - - - - - - -- - -- -- - - - - - - - -- - - -- - - - 3425 W a IIr z x z 3420 - - - - - - - - - - - - 3420 1 / FILE 6020088_SG_C-201X m w DRAWN BY:JCC o O DESIGN BY: ALS 3415 3415 �� CHECKED BY CKJ �? ONE INCH I AT FULL SIZE,IF NOT ONE R INCH SCALE ACCORDINGLY a w o LAST UPDATED:9/28/2023 3410 3410 0 20 40 SHEET 22 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 SCALE IN FEET TITLE r_205 a c v - sDce oz \s`oHw o1 �: 7�l„- KEYED NOTES - — - -- ; ��f 601.4.1.A.17.1 12" STORM DRAIN PIPE, CORRUGATED 0 r - v _ POLYETHYLENE -B ENGINEERS,INC. O \-7 R/1 E 8+00 63 LF STA: 50+32.94, 30.56' L TO STA: 50+93.12, 21.03' R 6+'0 7t00 S OS ONE ALL _ da- - 601.4.1.A.17.2 POLYETHYLENE - � o — I +- — I— d3- 3 /- \ \ /�_, O 18" STORM DRAIN PIPE, CORRUGATED Z c 48 LF STA 50+32 9 30 56 L TO STA 50+50 93 18 28 W Q M a Lu v _ _ _ - - 602.4.1.G.3 INLET - ITD TYPE 8 co �p � 0 --- - 'O STA: 50 50 8 28 R -'� _ / ��l,y(, 1 EA A: + .93� 1 D O � 07- i / �y -- / - _STA: 52+01.00, 14.00' L _ F p SDMH-02 STA: 50+93 03 13_00'-L - RESET EXISTING CONCRETE BARRIER \\ \\ w ✓a a OF INTERSECTION _ BEGIN CONCRETE BARRIER SHOSHONE FALLS GRADE SP 30 EA STA: 50+91.46, 16.23' R Z �� c 'POINT \ - Ea -_-ea___ TERMINAL AT BEGINNING OF\ARRIER f \ \_V _ �/, 1102.4.1.E.1 2" CONDUIT w > S a STA: 5+77.34 vDIERKES ROAD _ SP�20501 � �� / m v\ v�v _ T _ STA: 50+00.00 601.4.1 A.1 2�. - v� . 3� r H \ Pa N \ \ _ -- j 70 LF STA 50+59.49, 14.76' R TO STA: 51+22.50, 14.76' R �F. 1375423441�v �vv �or- ea 1+Op �� i-„r 1102.4.1.F.1 JUNCTION BOX I �A A A V � � AA - - 1 EA STA. 50+59. 14. SZ-1-00 - A � ��� T �° + T � � I �I / � � 49 76' R P L - A �I\�� ( I / 1 EA STA: 51+2250, 147 6' R �g�pNAL fN ROAD �r ` �� - � REMOVE AND RESET PRECAST CONCRETE v i SP-2050.1 0 o m -- _ _ __E \ \ _ SP-2050 3 �; � I BARRIER e ^' \ SDCB 07 \ \ --- ---EP \ o p o v i 602.4.1.G.3 �� l - - - - - - _ -Ea X VA ' 150 LF STA: 52+01.00, 14-00' L TO STA: 53+50.00, 14.00' L 1 9484 A 1 _ � \� r� _ __ t _ -ea--_ - SP-3005 � S v i 3 Q - I'�< SP-2050.3 PRECAST CONCRETE BARRIER - -`-\`__\� EOF 11024.1-F.1 � I' T1 END CONCRETE BARRIER F, E \� 110241 F1 STA 53+70.OQ 14.00 Lq 25 LF STA: 53+50.00, 14.00' L TO STA: 53+70.00, 14.00' L S A JP II v _ STA: 50+93.03 13.00' R - _ _ v _ �F� 4AI ; SP-3005 CRASH CUSHION 6024.1.G.3 ���v� A� STA: 54+00�00, EA STA: 53+60.OQ 14.00' L L 024.1.E.1 \ 3.00' L SP-3007 ACCESS GATE a w z o 601.4.1.A.17.1 ! -l \ \ _ 1 EA STA 52+00 0 17 R TO STA 52+00 00 1 6 06 h o d A - =_ v V A �r A- �wz0l 0.. NOTE �� A� A�V 1. SEE INTERSECTION GRADING PLAN ON SHEET C-211 FOR PAVEMENT 0w�m �VA �\ - A \ X _r\ 1 �� tx DETAILS AT INTERSECTION. ¢g� _r T^ vv v� l0 o O( o�maz0 m STA: 54+00.00, 13.00 RwoT,o Q z zww o z�330 w� wwwi' Tff d m o!mwrc z 3540 3540 0 J of 3535 3535 J PVI STA: 52+50.00 - - - _ - ¢< LL _ - PVI ELEV: 3518.50 - - _ _ - K: 11 5.71 - Z PVI STA: 50+60.00 _ - - _ LVC: 100.00 Q w 3530 PVI ELEV: 3511.35 3530 O w K:7.39 _ Oo No o w - LL LVC: 50.00 _ o o w - s _ o - o - - _ - Lu0 w w 3525 N N n w n w 3525 0 CC O w ^- - +� - - +�_ - FINISH �NRADE AT -�� -- - - -- �> - - - - - - CE(n off- CTERLINE >°� > - - - - (n U w om w 2.90% 08o� N v - - - - - - - - - - - - - - - Y w 352C+M— MZD > > - - 3520 J_� Q uJ LL 1. Ln ccl Ld M. 1-Lu » _ _ _ _ _ - _ _ _ _ _ _ _ _ - W C..) 3515 - - - - - - - -376% - - - - - - - - - - - - - - -- 3515 -2.43 - - - - - --__.- - - - - - - - - -3. W Z 009 - - ----- - - - - - - - - - - - - - - - - - XfSTING -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - _0 € 3510 ---- -- - - - - - - - - - - ROUND - - -- - - - - - - - - - - - - - - - - -- 3510 �W a -- -- - - - -- - SDCB-08 - - -- - - - - -- - - - - - - - - - - - - - - - - - x z 3505 -- -- - - - - -- - - STA: 50+91.46, 16.23' R - - -- - - - - -- - - - - - - - - - - - - - - - - -- 3505 RIM: 3512.00 INV OUT: 3509.22 1 2 (W). FILE: 60-20-088_DR_C-206X m¢ U z m w JUB PROD.p:60-20-088 DRAWN BY:JCC a o 3500 -- - - SDCB-07 - - - - - - - - - - - 3500 CHEIC EDBV:ALS CK -- - - STA: 50+50.93, 18.28' R - - - - - - - - - - - - - - oNEINCH a RIM: 3509.35 - - - - - - - - - - - - - - - - - - - - - - - AT FULL SIZE,IF NOT ONE N INV OUT: 3506.35 18 (N) NCH, CH SCALEACCORDINGLV o LAST UPDATED:9/27/2023 3495 - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - -- 3495 0 20 40 SHEET 23 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 SCALE IN FEET TITLE V C_20`+ ac Iry / , KEYED NOTES � �J•U•B / f LOOSE RIPRAP, 2.0' THICK 1 1 CY STA: 55+47.62, 31.39' L TO J-U-B ENGINEERS,INC. STA: 55+6L29, 19.53' L - ��� 601.4.1.A.17.1 12" STORM DRAIN PIPE, CORRUGATED V STA: 58+50.00, 1 1.00' L ` � POLYETHYLENE Z c 7 LF STA: 54+82.86, 35.38' L TO STA: 54+85.05, 29.26' L - N O i �_ / _ —` \ �� _ / - / \ - SP-3001 - ' 1 8 LF STA: 55+68.07, 21.22' L TO STA: 55+80.00, 1 1.78' L Q M v _ - -- \--30� /. \ S 30 � �� I 1 / \ / \ Y 00 a E aoi ��\����� 1 I v,. 706.4.1.F.1 �V I1 602.4.1.G.1 INLET - TYPE IV W c6 OD $ vA�\l �T i rV -�"I -� - _ �- a --� � - ��� Vim- 601.4.I.A.17.1 ` 1 �' ���-- 1 EA STA: 55+80.00, 11.78' L Z co .S 1 TOE '� \ \ . /�' \ �I \ \ �� �� N 3: 003 4 1.B.1 �A ` L 206.4.1.H.3 �� �� v �v - 706.4.1.A.5 STANDARD 6" VERTICAL CURB AND GUTTER h 601 41.A.17.1 V STA: 55+75.00, 18.00' L \ Z - �L 2050.4.1.B.1 / B STA: 57+98.01, 25.00' L. EGIN PAVEMENT TRANSITION \ v� \ �� 275 LF STA: 55+75.00, 13.00' L TO STA: 58+50.00, 13.00' L W C 0 _ of BEG CURB 8 GUTTER �` -� CONCRETE DRIVEWAY APPROACH, SEE m �� v - STA: 57+98.01, 17.00' L _ STA: 54+00.00, 13.00' L � � STA: / _ �I 0 v STA. 55+75 00, 13.00' L SP-3001 �� DETAIL ON SHEEP C-220 r ` \ - _ 19 SY STA: 58+13.01, 13.00 L N -_-- i TRANSITION _ \I STA. 57+75.00, 18.00' L — BIOFILTER BAGS L `,-STA 57+75 00, 1 3.00' L gIKE PATH- ao _ END PAVEMENT Q 1 1.00 u�N o ---- /-- - \ --SDCB 50975.0 706.4.1.A.5 _ 8 _ ---- ON 89 LF STA: 54+69.31, 26.42' L TO STA: 55+55.15, 39.65' L S�pNAL fN Q U o - — - 138 LF STA: 54+89.55, 43.22' R TO STA: 56+15.42, 59.36' R ��e�pENSfo�iy �s 602 4 1.G 1 _ - w - EP-- % ow _ ,'-%_ g'�BIKE�PATH _ 1135.01.07 RELOCATE ROADSIDE SIGN EP a A EP 1 EA STA: 56+90.45, 13.29' R 19484 mT o -1 _ P S6+' 57 qT p� =w � __ I — RIPRAP EROSION CONTROL GEOTEXTILE Qv _E _--_ + 0 P___ -EP caw / _ -- Q 1 6 SY STA: 55+47.62, 31.39' L TO STA: 55+6L29, 19.53' L \ i - 00 DI RE ES R AD EP_ -- Ev -EP' �� SP-3001 LANDSCAPE ROCK _ ,_--, __--- I 6 SY STA: 57+75.00, 13.00' L TO STA: 57+97.01, 13.00' L w STA: 54+00.00, 13.00 R oa \ V 11 SY STA: 58+29.01, 13.00' L TO STA: 58+50.00, 13.00' L y Q i >�m - 58+5 0 Q �' m o _ 1135.01.07 'o'6 RETAIN AND PROTECT vI�f � '� � �`��/i �� ry 11 EXISTING STORM PIPE\ J - I _ I �a3womJ o - > i 1 s 'oo m�my3jrc j O z.-To lz o PVI STA: 57+25.00 o 0 3560 0 cl PVI ELEV: 3551.75 0 rr 3560 + t K: 14.77 _ - - +Ln - - O 7 _ LVC: 1 50.00 - - _..Dp 7 Lu �I 3555 cf)m - - - - _ ;w _ 3555 Q m _ _ - - _ Lu 739 - ILL w 3550 // 3550 Q w _ PVI STA: 55+00.00 PVI ELEV: 3525.75 _ - - _ LL FINISH GRADE AT W a _ J K:15.00 CENTERLINE p LVC: 120.00 _ - - Q 3545 3545 O N 0 CC a c(o r) Lo 17 �c�_ _._._ _._._. _. _.. _.. (n I o6W w 3540 Ln n % 3540 ¢O J W w i - ;m - - - - w --mw - - -- - - - - - - - - - - - - LuC..) - - - -- -- - - - - - - -- -- Z ZD -- - - -- - - - - EXISTING - - - - - - -- - - - - - -- 3535 GROUND 3535 0 Im - - - - - - 1090% - - -- - -- - - - - - -- - - - - -- cn Cn w OZ - -- - -- - - - - - - - - - - - -- -- - - - - - -- - - - - - -- - -- - - =O 3530 - -- - -- - - - - - // to - - - - - - -- -- - - -- - -- - - - - - - -- - -- - - 3530 C/)W SDCB-09 - -- - - - - - - -- - - - STA: 55+80.00, 11.78' L - - - - - - - - - - - -- - - - - - -- -- - -- -- o - -- - - - - - - - - - - RIM: 3534.23 - - - - - - - - - - - -- - - - - - -- -- - -- -- w 3525 - - - - -- INV OUT: 3530.34 12"(NW) - - -- - - - - - - -- -- - 3525 2.90% - - - - - - - - -- - - - - - - - -- - - - - - -- ¢ FILE: 60-20-088_DR_C-206X JUG PROJ.#:60-20-088 DRAWN BY:qp mDESIGN BY: WW 3520 3520 CHECKED BY kkM ONE INCH EXISTING STORM CROSSING - - - - - - - -- -- 3 AT FULL SIZE,IF NOT ONE R, INCH SCALE ACCORDINGLY a w o LAST UPDATED:9/27/2023 3515 - - - - - - - - -- - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - 3515 0 20 40 SHEET 24 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 SCALE IN FEET TITLE C_207 a c KEYED NOTES -0-- - f LOOSE RIPRAP, 2.0' THICK �j�J i - 2 CY STA: 60+56.05, 222.09' R TO STA: 60+56.20, 26.09' R J-U-B ENGINEERS,INC. r 12" STORM DRAIN PIPE, CORRUGATED .4.1. N Ic\ \ 601A.17.1 POLYETHYLENE Z_ c F STA: 60+54.52, 11.83 L TO STA. 60+56. 2.09 Q O ' OS 2 R (� M v 602.4.1.G.1 INLET — TYPE IV Y o00 c4 E �v Tv vT v v — i 1 EA STA. 60+54.52, 1 1.83' L LU u -0 n + �j� / A I ��_ i 'i— __ 706.4.1.A.5 STANDARD 6" VERTICAL CURB AND GUTTER Z � =� o STA: 62+50.00, 11.00' L �- a 3 3 400 LF STA: 58+50.00, 13.00' L TO STA: 62+50.00, 13.00' L Z (nLL c STA: 58+50.00, 11.00 _ _ ///�� i BIOFILTER BAGS m \! /f / f rri r i-- _ // k O 194 LF STA 59+04.13, 20 05' R TO STA: 60+57 08, 45.13' R �� %c' 2050.4.1.B.1 RIPRAP/EROSION CONTROL GEOTEXTILE N coo �Y aa1 .„ _ —_ �L} "�' ��V Tv T� [��� 1/ �' i/� i i ��. U 3 SY STA: 60+56+05, 22.09' R TO STA: 60+56.20, 26.09' R 706.4LA.5 • 1 •^ _ \� � ' ��� r1 i..�y`; � 1 � �� �,� � � �,y SP-3001 LANDSCAPE ROCK \oNAL i J� 175 SY STA: 58+50.00, 13.00' L TO STA: 62+50.00, 13.00' L SP-3001 �-�� L � �i_ �SDCB-10 �00 `" � W f_ 62 r N SP-3009 GALVANIZED STEEL PIPE APRON ' ' 0 8' BIKE �� \ Vl�� v � 1 i � 602 4 1.G.1 2 19484 Z W ,,,� 59+00 - _ P/-I Tl1 �— �a�,\. y�✓/ '` i \� 1 EA STA: 60+56.05, 22.09' R NTar o��5 SEA J O�E K 60+00 Ep 'EP 'STA: 62+50.00,�1 3.00' R 3.00 R EP -- \ — — EP E F I l �om� z f� o i 0 0 5.5' 206.4.1.H.3 - f o —� yo!mw� 'ozH, o z 3585 3585 ........... PVI STA: 62+00.00 PVI ELEV: 3567.50 p K: 30.77 J 0 3580 LVC: 100.00 3580 J Q o Ln o N LL _ _ - - o oco Y Ln(D Ln( — +� +Ln Q 0 3575 PVI STA: 60+00.00 � � i575 O H PVI ELEV: 3556.50 - - _N _N LL K:39.76 U m c�w Q O J _ LVC: 150.00 - m - w -Q 3570 3570 Q LL O 00 O N — O CC Lo - - - - --.--.-.-. �� Y+ J 0)"� oM Z Z z 3565 Ln w CO w _ - 3565 ¢0 <w o o EINI H GRADE A - m - - - w - 5 50% - - - -- LL d - ZD CENTERLINE - m w - - - - Z 3560 - - - - -- - - - - - - - - - - -- - - - - -- - - - - - - - - - -- 3560 0Im - - - - - - - - - - EXISTING - - - - - CA(n --- - - - - - - - GROUND - - - - - - O o € 3555 1.73% - - - - ------- - - - - - - - - - - - - - - - - �U 3555 LLJ - - ---- - - - - - - - - - - -- z --- - - - - - - - - SDCB-10 - - - - - -- - -- - - - -- - - - - - - - - - - -- - - - STA: 60+54.52, 11.83' L- - - - - - - - - -- - - x z -- - - - -- - - - - - - - - - - -- - - RIM: 3559.27 -- - - - - - - - - - - - 3550 INV OUT: 3556.53 12"(SE) 3550 U FILE: 60-20-088_DR_C-206X DRAWN BY:qp m w DESIGNa 3545 3545 CHECK kpp CHECK BY: CHECKED BY kkM ONE INCH s y s m a j AT FULL SIZE.IF NOT ONE 'ry INCH SCALE ACCORDINGLY a w o LAST UPDATED:9/27/2023 3540 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - 3540 0 20 40 SHEET 25 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 SCALE IN FEET TITLE C_208 a c C� KEYED NOTES 706.4.1.A5 ' 706.4.1.A.5 STANDARD 6" VERTICAL CURB AND GUTTER 400 LF STA: 62+50.00, 13.00' L TO STA: 66+50.00, 13.00' L J-U-B ENGINEERS,INC. e/ ! 706.4.1.F.1 CONCRETE DRIVEWAY APPROACH, SEE �j j SP-3001 — _ °r 706A.1.F.I / /� DETAIL ON SHEET C-220 Z_ c �- // - 19 SY STA: 65+09.72, 13.00' L > M v STA: 62+50.00, 11.00' L �- _ 66+50.00, 11.00' L - ___ - r / 66+25.00 13.00' L / SP-3001 LANDSCAPE ROCK W Y o� � E STA: � W o 113 SY STA: 62+50.00, 13.00' L TO STA: 64+94.72, 13.00' L w � OD n a STA: 00 39 SY STA: 65+24.72, 13.00' L TO STA: 66+25.00, 13.00' L Z fA o !� Z = ALL c 3 64+00/ P'4Th STA: 66+00 00, 17.00' L �I w L o oz o SP 3001 r F- k O 63k00 N o. AD �o L) _ o (0 N a 19484 A 66+00 4 V m o STA: 62+50.00, 13.00' RIA i ,a. i 4LLI P STA: 66+50.00, 13.00' R I � =w= � 'oow�a m W z ?--O rc O \ rw3 3 �W''r ° ad mo mwrc 'o°z-1°, o z 3600 3600 3 HP STA: 64+90.61 _ _ J 3595 HP ELEV: 3575.078 3595 J o' __ _ _ _ _ _ _ _PVI STA: 64+50.00 _ _ _ _ _ _ _ _ _ _ Q ILL. PVI ELEV: 3575.25 K: 24.71 Y LVC: 100.00 Q w 3590 3590 O o CIA _ o co w o� goLL or _ _off LJJ0 w 3585 _ Lc) _ _ _co co 3585 < LL O W _ _ _ __ _ _ N�L�j _ _ _ _ N� _ -- - _ - C`3U �CC CIA _ _ _ _ _ _ �> _ _ _ �> _ _ -- -- - a cn oo - _ _ _ _ _ _ _ m m Lu w FINISH BADE AT _ _ _ _ - I 06 Y a o� _ _ _ _ _ _ _ _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ �> _ _CENTER INE _ __ _ _ _ _ _ _ JZ Z(r z 358(+M o J 3580 ¢0 Q w .. _ _ _ oo _ __ __ _ _ _ _ _ _ _ _ _ -- -- aw _ _ _ _ __ _ _ _ _ _ - LL d 0 w _ _ _ _ _ _ oln - __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ Lu 4 v> + Z ZD >Li357 - _ _ _ _ _ cow _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -0.41% 3575 O m F _ _ a -_ _ -_- -- -_- - - ------- - - -- CA n ---_ 3.6 3570 2.25% _ 3570 LJJ a —— -. w _ — _-- - _ --_ _ EXISTI G GROU D _ _ 3565 3565 U FILE: 60-20-088_DR_C-206X DRAWN BY:JCC mDESIGN BY: ALS 0 3560 3560 CHECKED BY CKJ ONE INCH s y s m a j AT FULL SIZE.IF NOT ONE 'ry INCH SCALE ACCORDINGLY a w o LAST UPDATED:9/27/2023 3555 _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ 3555 0 20 40 SHEET 26 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 SCALE IN FEET TITLE _ O(� �7 p KEYED NOTES —0-- I _ `obp Ee'/ 206.4.1.H.3 LOOSE RIPRAP, 2' THICK ('J• J-U-B ENGINEERS,INC. 18 CY STA: 67+63.09, 59.11' L STA: 67+93.50, 27.89' L _ 1003.4.1.B.1 -� � T o�p\ /EQ 601.4.1.A.17.1 12 STORM DRAIN PIPE, CORRUGATED Cj j ' / POLYETHYLENE Z c wer �206.41.H.3 T h / `oHp\ 26 LF STA: 67+93.50, 27.89' L TO STA: 67+99.00, 12.50' L _ > M _ / Ee — lA a M a STA: 66+50.00, 11.00' %/' �`Gep 602.4.1.G.1 INLET - TYPE IV CC Y ooOO � E A 1 EA STA: 67+99.00, 12.50' L LU C6CL r0 �? ' l SP-3009 /EP \\`op \ 706.4.1.A.5 STANDARD 6" VERTICAL CURB AND GUTTER aJ?Ui N 3 T 601.4.1.A.17.1// ` � � 159 LF STA: 66+50.00, 13.01' L TO STA: 68+09.00, 13.00' L Z LL l c BIOFILTER BAGS ILL! > S t COORDINATE CONNECTION -—————————---- 132 LF STA: 66+52.35, 64.32' L TO STA: 67+75.41, 71.96' L r o _ �` -�� ____„ i / - ` - z )0WITH DIERKES PARKING oLOT IMPROVEMENTS hp\\ 2050.4.1.8.1 RIPRAP EROSION CONTROL GEOTEXTILE N +rn \ --a- - -- - -(0 N _- �- —( �e \ ONp 27 SY STA: 67+63.13, 59.09' L TO STA: 67+93.50, 27.89' L 8' BIKE PATH ' SDCB-11 Qv I o = - --- - _ _ - PE APRON o - - __ Fm a 1 r 1 SP 3009 GALVANIZED STEEL PI S pNAL FN NW end conduit here �� `pNp 1 EA STA: 67+93.50, 27.89' L o��5�pENSF��14- 67+00 68+00 68+60 \ 19484 v h w KES ROAD o oNT o°Co --- -----EP- EP————— \` yF4SEA sp�� I \ sTA: 66+50.00, 13.00' R -- fp�, END CONSTRUCTION STA. 68+09.00 `v w N. 438061.613 a�>1m o w- � �< E. 1635095.324 �v ��z�o room > O w T EP w i�wy3rc �8z T, lzo 3600 3600 0 3595 3595 J Q Q - LL - _ Z Y Q 0 3590 3590 w - - - - LL w W y 3585 Q 3585 ~ O CC 0 U °C - - - FINISH GRADE A -- - - -�� - - - - - - - - - - - - - (n ' W ° CE TERLINE oIf) J Y - - - - - - - - - - - - In - - - - - - - - - - - - -- - - - - - - - Z 3580 00 3580 J 0 Q w — - - - - - ow - - - - - - - -- - - LL d - - - - - -'dam - - - - - - - - - - - - - - - WC..) - - - - - -- - -- - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - ZZD 3575 - - -- - - -0.41% -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - 3575 0Im w € 3570 - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3570 Cn U a - - - W EXISTI G - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GROUND - - - - - - - - s - - - SDCB-11 - - - - - x z 3565 STA: 67+99.00, 12.50' L 3565 - - -- - RIM: 3573.52 - - - - - - - -- - - FILE: 60-20-088_DR_C-206X INV OUT: 3570.07 12'(NW)- U JUB PROJ.#:60-20-088 DRAWN BY:JCC mDESIGN BY: ALS a 3560 3560 CHECKED BY CKJ - ONE INCH s y s m a j 'A FULL SIZE.I F NOT ONE 'ry INCH SCALE ACCORDINGLY a w o LAST UPDATED:9/27/2023 3555 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3555 0 20 40 SHEET 2/ 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 SCALE IN FEET TITLE C_210 a c --� -- _�� J-U-B ENGINEERS,INC. Z >co -------- C'7 v 0 \\\\\\\ \\\)l �l//ir-- - i��= \ \\� \ --' _ -_,��� \- 0 '1 --�0 / W Y th o r..^_ � \ V EI_ o -\ \1 / / /�-\�-�� \F\\\\\\ \ _JI _ �\ 11 \✓ o 01 An `�_\ 1 \\\i 11\�-�\� \�\�ii�- \- -�-__� \\`_��ice' -•`_ \---�Jj=-___ TONAL F SDCB-02 _�_\_ ✓ ` ^� �` _- p�05�pENSF� '2 / ...... 1-02 -- \\�\ - - - - - - - - C 9 19 84 3- - 3- - �`�.� -J ........... ... mr R \ SHOSHONE GRADE \ \ \ L4\\ \gyp vv \v d Al N \V r co �n \ _ \ qua 5 n n \ \ r� \ o o 0 o d o\ \ \ ol \ co eP \ r� 0 \ ,n I r� \ \� 1 M I \ `r Zj I M \ \ ;o \,n ,n 1 ,n to i Inl \ 0 1 0 \ ol \ \ rn \ 10 -c °¢ \ \ 6+00 \ M rn r� rn M M\ M I ',�+00 In e-\ \ 1 I ) s \ \ / EP_\ \ \ ---EP 1.._- \ \ I \ \ \ \ d3-- - -1---d3 / I / II d3 I d3-----d�\� --d3 --- --- \ --T OWN<rc 01SD 30'SD \ \ / \ \\ \ ^/\ `\ / , rc< mo m pyw-a =5z_km SDMH-02'\1-04 _ - -- -=_ = \�\ w��ma� Ep ip lo 1-08 -EP_ ^ �wt0 \ \ \ \ \ \ Ep .. ...... EP EP ..................... ......... ... .................. Je\ DIERKES, OAD f EP tA i \ \ \\ \\ \ \ \ \ \ \ \ba_` 'EP_51+00 Q LL n SDCB-07, \ \ _� \ ^� I I - \ \ \ \\ �\ _ ^� \ / 52+00 O --- \ \ \ \ \ \\\ \\\\\\\\ -_\_ \\ EP_- - i Z 1. \ \ \ \ \ \ / \ \ \ \ \\\\\\\ \\11\1\/ \ z\ \ \ / \ \ \ r -�uP---__ EP_ I // !/ Q OC \ \ ! \ I 1 \ \ _ \ F _ TOE IL \ 1 \ \ \ \ Q. . E �\\ LL -EP__ LLJ -_------ - - � LLJ �oE SDCB-08 1-06 ''-i- _-_�_� -___� � .- - - _- Lz \. \\.t. / �/ ,r - - --- ^--�-- -'i---- --- /i //i' \ -" _ Q O Q (D U � � Ow 0 LuU w� ZZ Zw 4 ppC O� POINTTABLE _ ~ Z a POINT# DESCRIPTION STATION OFFSET ELEVATION NORTHING EASTING Z O O 1-01 LIP STA:5+37.63 11.00 LT 3515.94 437566.80 1633387.21 U W a 1-02 LIP STA:6+32.44 11.00 LT 3507.86 437632.58 1633455.50 � 1-03 PC STA:50+02.63 41.70 RT 3516.42 437549.52 1633403.86 1-04 PC STA:6+32.44 13.00 RT 3508.34 437615.29 1633472.15 a U FILE: 60-20-088_SG_C-211X 21 1-05 PRC STA:50+28.67 13.00 RT 3513.03 437562.71 1633447.42 JUG PROJ.#:60-20-088 DRAWN BY:JCC z 1-06 PRC STA:50+93.03 13.00 RT 3512.85 437585.78 1633517.85 DESIGN BY: ALS 00 CHECKED BY: CKJ 1-07 PCC STA:50+75.07 13.00 LT 3511.72 437594.75 1633487.80 ONE INCH j AT FULL SIZE,IF NOT ONE 1-08 PRC STA:50+93.03 13.00 LT 3512.33 1 437603.68 1633498.99 AST UPDATED:9/28/2020 SHEET 2Q o V TITLE C_211 a c (J J-U-B ENGINEERS,INC. 3530 U Z_ r .TTFINISH GRADE M v - @ PIPE CENTER uj > 00 3525 - _ - - w 0 0 EXISTING GROUND w - ---_ _ @ PIPE CENTER_ �ZR �i Do ''- V O= N 33 - - -- -- _ Z Z LLas c 3 3520 ---- w LrJ 0 - m r•- o_ - 88 LF 30 © 7.579 \\\ 3515 --17 SDCB-016 - - - - - - STA: 4+13.43, 16.25' R - - - - - S oNAL FN RIM: 3526.15 - - - - - ��� oENSF0�ry INV IN: 3519.50 30"(W) ---- - a 9 3510 INV OUT: 3519.50 30" NE 1 - 19484 37 LF 30" @ 5.16% ( ) - SDMH-O 1 - - 13 LF 30" ® 8.23% ____ _ �, rqr oP��O SDCB3527-01A - STA: 5+00.RIM 10.00' R - - " - SEA SP� STA: 3+73.34, 15.50' R 3505 RIM: 3527.96 RIM: 3519.20 INV OUT: 3521.62 30"(E) - - - - - - - - - INV IN: 3512.52 30"(SW) - - - - - - - - - - INV OUT: 3512.52 30"(NE) w 3500 - - - - SDMH-02 ;wzI1 a o�i<rc a - - STA: 6+14.85, 10.00' R - - RIM: 3510.00_ _ rca�-EL - - INV IN: 3502.97 30"(SW)_ _ o y w 3 3495 INV IN: 3503.97 18"(S) 3 m ia3��a ~'�a;mow z INV IN: 3504.47 12"(E) �a az 3womJ o o o�m m - INV OUT: 3502.47 36"(N) ozwww� > o u p m ¢ f o R 3490 ' aa�o ai o a�3�3 STORM DRAIN DETAIL-STA. 3+81.25 TO STA. 6+14.85 < A =��3N SCALE:1"=10'(HORZ.)1"=5'(VERY.) 'oozau° o z t0 0 CS N J 3520 3520 Q LL 8 EXISTING GROUND Z_ @ PIPE CENTER Q 3515 3515 Q FINISH GRADE ® PIPE CENTER 3520 EXISTING GROUND 3520 cc: LL J @ PIPE CENTER Lu Q Q 0 w 3510 3510 3515 FINISH GRADE 3515 o U Z �@ PIPE CENTER - �- c E3C @ 4.66%48 LF 18 __ - - J Oz3505 3505 3510 - 3510 Q -SDCB-07 LL ca 1,00% -- FZ 0 J STA: 50+50.93, 18.28' R -- Lu U RIM: 3509.35 `F 12" ® 7.23q z % INV OUT: 3506.35 18'(N) 63 Q 3500 91 SDHW-01 SDMH-02 3500 3505 3505 STA: 6+28.26, 20.50' L STA: 6+14.85, 10.00' R SDCB-08 RIM: 3506.74 RIM: 3510.00 STA: 50+91.46, 16.23' R Q RIM: 3512.00 U INV IN: 3502.14 36"(S) INV IN: 3502.97 3 8"(S) INV OUT: 3509.22 12"(W) 3495 INV IN: 3503.97 18"(S) 3495 3500 SDMH-02 3500 Lu STA: 6+14.85, 10.00' R CC LL 7 LF 6" @ 1.00% INV OUT:INV IN: 33502.47504.47 136"(N) RIM: 3510.00 SDCB-02 INV IN: 3502.97 30"(SW) x= 3490 STA: 6+24.46, 11.80' L 3490 INV IN: 3503.97 18"(S) RIM: 3508.61 3495 INV IN: 3504.47 12"(E) 3495 a U FILE: 60-20-088_SG_C-211X INV IN: 3502.23 36"(S) INV OUT: 3502.47 36"(N) JUB PROJ.#:60-20-088 INV OUT: 3502.23 36"(N) DRAWN BY:JCC m DESIGN BY: ALS g STORM DRAIN DETAIL-STA. 6+14.85 (-25 DEG SKEW) ONE INCH STORM DRAIN DETAIL-STA. 6+14.85 24 DEG SKEW CHECKED BY CK C AT(FULL SIZE,IF NOT ONE SCALE:1"=10'(HORZ.)1"=5'(VERY.) SCALE:1"=10'(HORZ.)1"=5'(VERY.) LAST UPDATED:9/28/2023 SHEET 29 o �/ - TITLE C_212 a c (J J-U-B ENGINEERS,INC. U 3470 3470 Z C'M EXISTING GROUND cc Q 00 N E 3485 3485 3465 ® PIPE CENTER 3465 w Z 00 FINISH GRADE FINISH GRADE C5' pco bi cm 333 ® PIPE CENTER ® PIPE CENTER Z Z LL 3 w != 0 3480 3480 3460 3460 m r o EXISTING GROUND f Ji 3580 3580 ® PIPE CENTER --- 3475 3475 3455 FINISH GRADE 3455 (� PIPE CENTER ONAL / 35 LF 24" @ 1.00% e� fry INV ELEV: = 3473.13 3575 3575 ¢05 cENSf0Cyv 'A. 0+13.87, 44.26' L INV ELEV: = 3569.90 - 19484 3470 3470 3450 SDCB-05 3450 STA. 67+93.50, 27.89' L m o 10 LF 12" ® 1.00% 71'N : 14+20 RIM:00, 13457.43 3570 - 3570 cy`, OF JP��� % OUT: 3453.50 24"(W) 3465 / 3465 3445 3445 EXISTING GROUND SDCB-04 / V: = 3453.14 ® PIPE CENTER STA: 9+82.98, 13.26' L STA. 14+20.00, 21.64' L 1 3565 3565 0 15 LF 12" ® 1.007 RIM: 3476.37 1 1 <w INV OUT: 3473.25 12"(W) SDCB-11 rch��o 34tiU 3460 3440 3440 STA: 67+99.00, 12.50' L o y< a 3560 RIM: 3573.52 z. 3560 >=°mo m INV OUT: 3570.07 12"(NW) 0,6zw STORM DRAIN DETAIL-STA. 14+20 zr." STORM DRAIN DETAIL-STA. 9+82.98 E o z SCALE:1"-10' HORZ. 1"-5' VERT. �3 0 o m p o D - - STORM DRAIN DETAIL-STA. 67+99 SCALE:1"=10'(HORZ.)1"=5'(VERT.) F o�y a z o SCALE:1"=10'(HORZ.)1"=5'(VERT.) o o T%6'mv5 w o m�LL'o ¢ a moo o� KU HW U Q� j N K OI1mo K2 0 a�3�3 rcwwiz ice= Y s� m o!mw� 3545 3545 'oz o° z 3 CS y 3540 3540 3530 3530 FINISH GRADE cf) EXISTING GROUND ® PIPE CENTER J FINISH GRADE ® PIPE CENTER } Q ® PIPE CENTER < LL 3535 3535 3570 3570 zo 3525 _ EXISTING GROUND 3525 INV ELEV: = 3530.24 0 — ® PIPE CENTER STA. 55+72.39, 17.80 L i 3530 3530 3565 3565 L1J LL 3520 3520 I EXISTING GROUND 0 ~ 11 FINISH GRADE :,, Q >_ LLI ` J ® 0 PIPE CENTER PIPE CENTER a ____ 3525 3525 3560 3560 Q N 3515 3515 /i ------------ J EC 7Z o z INV ELEV: = 3515.54 EXISTING 12" PIPE i 33 LF 12" ® 0.36% -- Q O 1. STA. 54+85.05, 29.26' L 3520 SDCB-09 3520 3555 3555 Lu U 1. EXTEND PIPE Z Z 3510 - 3510 STA: 55+80. 11.78' L N 7 LF 12" ® -0.78% RIM RIM: 3534.23 SDCB-10 INV ELEV: = 3556.43STA: 60+54.52, 11.83' L STA. 60+56.05, 22.09' R RIM: 3559.27 INV ELEV: - 3515.50 INV OUT: 3530.34 12"(NW) O - w STA. 54+82.86, 35.38' L 3515 3515 3550 INV OUT: 3556.53 12"(SE) 35500 Z ° 3505 3505 _O € C/)W z 3510 3510 3545 3545 G STORM DRAIN DETAIL-STA. 54+98.56 20 DEG SKEW) SCALE:1"=10'(HORZ.)1"=5'(VERT.) U FILE: 60-20-088_SG_C-211X m U JUBWNB#:60-20-088 H STORM DRAIN DETAIL-STA. 55+80 (52 DEG SKEW) I STORM DRAIN DETAIL-STA. 60+55.14 (-2 DEG SKEW) DRAWN V:## Z DESIGN BY: ### o SCALE:1"=10'(HORZ.)1"=5'(VERT.) SCALE:1"=10'(HORZ.)1"=5'(VERT.) CHECKED BY ### a ONE INCH ro j AT FULL SIZE,IF NOT ONE LAST UPDATED:9/28/2023 SHEET 30 o� - TITLE C_213 a c J-U-B ENGINEERS,INC. STA: 58+23.01, ELEV 3553.45 STA: 58+20.94, 36.20' L --\ j 3565 3565 z ELEV 3553.56 I II I /�\ M v 1 STA: 58+21.50, 43.29' L / \ --\ I \ \ rn rn n Q 00 C4 ELEV 3553.39 - \I I _0 \ / I I / rn rn rn M rn Ni W ai o /' / 'I / /` I O \ / w I / N M N IN M I(] M N Y 0 M U 3560 0� - o+ o° $o O o� 3560 Z - 0 QN I[l N 3?i a� �w maw p 7> Z Z LL c 3 TIE TO EXISTING m F moo_w a w W T d GROUND,/�- o� 0 10+50 a m Y 3555 =1.40% -1.75% -8.33 2.00% 3555 j r I\ STA: 58+12.65, 4-- L_ - ELEV 3554.29 /STA: 03.01, 30 51 L \ / \\ \\ v a /1 % 3550 3550 8 / I ELEV,3553.39- //// \\ II o O0J \ONAL o o ENS iy i T ° F STA: 58+03.01, 25.00/L Lo r r I n 19484 p I ELEV 3553.10 I 1 o /— y ,, // DRIVEWAY AT STA: 58+13 oTe GF \0=��5 w / 1 K SCALE:1"=10'(HORZ.)1"=5'(VERT.) `c4SEA JP� of I 1 =Wz�m o U10 STA: 65+19.72, 25.00' L /'. I \i o F w a a \ ELEV 3574.98- 3585 3585 ;_°J 8 m /-STA: 65+17.55, 36.69' L / ELEV 3573.82oo -STA: 65+\2 0.08, 47.61' L I II a+w +n 7 w;om amzzS ELV 3572.94 o. o.. � o M n � 3580 > n m +3580 0o rn a . � 0 z ¢ a � 0 U�� 10+00 / 10+50 A \\•: \ o _. mm o_w aw �Q�=ai o TIE TO EXISTING -- // o N ail \� \\ 3575 w 9 27% -0.25% -8.33 2.00% 3575 W N o GROUND ---- - - c \I UJ I'. I ) --- Oa STA: 65+12.14, 49.53' L \ °II° I+- Q II: /\ (\ ---- o _ ELEV 3572.76 Lo l o°z�$ i \ \\ o I \ 3570 3570 o \STA: 65+08.84, 38.94' L x ELEV 3573.63 _ ,STA: 64+99.72, 25.00' L \ y ELEV 3575.06 / DRIVEWAY AT STA: 65+10 a Q \ - O ` / LL W 0 J 3580 3580 0c�\ < \ v STA: 10+62.91, 10.38' L J o d o } \ In QO Ii J I Q 0 ISTA: 10+87.19, 3,27' L 3575 0' p+" 3575 J z LU w ' \ O zo Q > LL i ------ w 3570 __ / 3570 O� —————__---= — c/)cn Oz 3565 3565 O Lu STA: 10+87.22, 4.56' R ' I `\ STA: 10+63.21, 8.27' R K DRIVEWAY AT STA: 63+25 -7 SCALE:1"=21 10'(HORZ.)1"=5'(VERT.) FILE: 60-20-088_SG_C-211X JUB PROJ.N:60-20-088 Uzw DRAWN BY:pp DESIGN BY: ### c O CHECKED BY kkM a ONE INCH ro j AT FULL SIZE,IF NOT ONE LAST UPDATED:9/28/2023 SHEET 31 TITLE C_214 o� a c 4'-6" 3. 4•-0" 3" 4'-6" (J•7_7'� 3" 4.-0.. 3" (214 s 4"x 3"x y/s"x 2'-l", i��. W 4.-p�. 3" B B� TYP' g yj((2) •' - J-U-B ENGINEERS,INC. TYP. TYP. 10 SPACES e N �P r M---i� r 'aa"x 3" 211'••1•-UY,A A - AA _ C C Z L - L t t ? �o A3­41ii lA EDGE Of EDGE OF „Y. YP 0JTERGBARSS 11 SPACES 0 O GUTTER GUTTER '^ INCLUDED) 13/" �s•`w. LLI (7 U f2)G's 4"x 3"x T/"x 2'-1" (2)BARS 4••x y/• Y-10 •• }+ x 4'-0" B� CC1yyROSS BARS • LLI PLAN RECTTANGLE BAROR PLAN '�ZRS CO J B OF EQUIVALENT AREA 3'/.. V 0 C N 3 PLAN (NOTE'CROSS BARS Z Z O� m PLAN (I)GALV.L 3"x 3"x T/s"x 4'-0" NOTCHED THROUGH SECTION C-C LL C 6" 3'6" 6' r6" 3'-6" 6" 6" Y-6" 6"�12)G's 4"x 3"x y/4"x 2'-1" BEARING BARS) GRATE A(STEEL) LLI 0 NOTES FINISHED (WEIGHT APPROXIMATELY 202 LBS.,SEE NOTE 9&10) SURFACE ' 1.PATTERNS USED IN DRAWING: If INLET SECTIONS (2)7"BARS � LTROWEL ON 7"BARS ]•• (2)J'BARBON EACH SIDEON EACH SIOE CATCH BASINBOTTOMS+ 3 ,• ON EACH SIDE TROWEL PAVEMENTS 1'•PER FT.•: TROWEL (213'-0 BARS SMOOTH 2.INLETS AND CATCH BASINS MAY BE EITHER PRECAST OR CAST-IN-PLACE. SMOOTH H PRECAST UNITS SHALL MEET THE REQUIREMENTS OF ASTM C 913.(PRIOR 9\ONAL fN SEE NOTE ND.1 lAYfl'�' SEE NOTE N0.1 INLET - -i•': APPROVAL OF SHOP DRAWINGS WILL BE REQUIRED ON MODIFIED UNITS.) �k.4j�GEN$f , (TYPICAL) 3.A P SIDE DRAFT IS ALLOWED FOR FORM REMOVAL. '.-y,• - p 2 (TYPICAL) ;I.•..' 1'.. 4.CAST-IN-PLACE INLETS AND CATCH BASINS SHALL CONFORM TO SECTION e C 9 609-MINOR STRUCTURES OF THE CURRENT ITO STANDARD SPECIFICATIONS (2)3'/"x 3/p" 5 SPACES Q Z /N FOR HIGHWAY CONSTRUCTION. SEE NOTE NO.1 BEARING BARS T4%1',I'-11Y•• 19484 5.THE GRADE LINE OF THE TOP INSIDE OF ANY PIPE SHALL ENTER AT A (TYPICAL) BASIN - ';POINT NO LOWER THAN THE TOP INSIDE OF THE OUTLET PIPE. C, ❑❑ ❑❑❑❑ 0, /. ,10SECTION A-A SECTION A-A 6 PIPES CAN ENTER OR LEAVE THE BOX IN ANY DIRECTION.ALL CONNEC- SECTION A-A c, QEl QQ S .S, F OF (O �PAVEMENT SURFACE 1�. 6" 6"mil"RPD TIONS AND BROKEN AREAS SHALL BE GROUTED SMOOTH. F 7.STEEL ANGLES SHALL BE SET SO THAT EACH BEARING BAR OF PREFAB- PAVEMENT 00�000 �P RAD. 6" 2�-1�� TOPRICATED GRATE SHALL HAVE FULL BEARING ON BOTH ENDS.THE FINISHED SURFACE PAVEMENT SE 3'/". /2 RAD PAVEMENT SURFACE ]� / BEARING BARS RAD. TOP OF CONCRETE SHALL BE EVEN WITH THE ANGLE/GRATE SURFACE.THE SURFACE L STRUCTURAL STEEL NEED NOT BE PAINTED BUT SHALL MEET THE REQUIRE- _ 1. .a ACES 1�2,4 i° IN MEATS OF ASTM A 36. 3'/" REINFORCEMENL METAL TEINFORCEMENT USED SHALLL BE SMOOTH CUT SHALL ACCOMMODATES PIPES.METAL i CRO DIP,.T-0'/8"OR �EARING�BARS OUTER 3'-104" PLAN I I w I r 9.GRAY IRON CAST TO THE DIMENSIONS GIVEN FOR THE STEEL GRATES RECTANGULAR BAR MAY BE USED.THE CASTINGS SHALL CONFORM TO AASHTO M306 CLASS 35B - OF EOUIV&ENi AREA 3v ❑i W �3 45•; . 1%' GRAY IRON CASTINGS. - (NOTE+CROSS BARS S - NOTCHED THROUGH SECTION­C. - - 10.INLET/CATCH BASIN GRATES MAY EITHER BE RESISTANCE WELDED BEARING BARS) i a ARC WELDED.IN EITHER CASE THE GRATE SHALL BE TRUE AND FLUSH.. GRATE B (STEEL) 11.GRATE B WILL BE USED ONLY WHEN SPECIFIED. _ (WEIGHT:APPROXIMATELY 185 LBS.,SEE NOTE 9&10) =W U FO a¢12.NOT TO SCALE. lz 1"PER FT. >a z a m 1"PER FT. - rc MIN.ELOPE MIN.SLOPE 'ozwmu� k ID SECTION B-B ~ 3'w SECTION B-B SECTION B-B m Y INLET - TYPE IA INLET - TYPE 2A INLET - TYPE 3A y a z o CATCH BASIN - TYPE 2A 5 ONAL FN CATCH BASIN - TYPE 3A S°NAL fN o z w y N w z CATCH BASIN - TYPE lA REVISIONS scuts s6OwN STANDARD DRAWING „e 00 a �° s s REVISIONS STANDARD DRAWING a oAo s zo�'rz� U IDAHO English ynlya SCUES SHOWN IDAHO English eye _ y N0. DATE Y N0. DATE Y N0. DATE Y ARE FOR IP X 17" ORIGIN&SIGNED BY:LOREN THOMAS STANDARD DRAWING N0. q.¢ DO N0. DATE BY NO DATE BY N0. DATE BY ARE FOR 11"X IT ORIGINAL SIGNED BY:LOREN TNOMAS STANDARD DRAWING NO `q g O v 4 Z�_O W I oa-sz s D-o4 Ms. PRINTS ONLY TRANSPORTATION m 1 Da_82 6 u-Da MSM PRINTS ONLY TRANSPORTATION v, ❑ ASSISTANT CHIEF ENGINEER(DEVELOPMENT) INLETS & CATCH BASINS J i pi ASSISTANT CHIEF ENGINEER IDEVELOPMENT) INLETS & CATCH BASINS + ?s'Ki 2 01-89 J 11-OB JRV CPDD FILE NAME: DEPARTMENT0 2 01-B9 J 11-oe JRv 9 0 3 Iz-9a ME TYPES lA,2A,& 3A 605-21 r'/F �o a n::c.Do FILE NAME: DEPARTMENT 605-21 �''a ❑3 3 605-21-110B.tl n ORIGIN&SIGNED BY:TOM COLE (i`D 0i Oil 3 12-94 NSM 605-21_11.13 ORIGINAL SIGNED BY:TOM COLE TYPES IA,2A,& 3A il`0'E DF >❑ 4 O6-9J MSM DRAWING DATE: CHIEF ENGINEER E. MP • O6-97 MSM DRAWING DATES CHIEF ENGINEER E, MP �ImN N 2 Z 5 03-01 MSM OCTOBER 1980 BOISE DAHO S.ET I OF 2 5 03-01 MSM OCTOBER,1980 BOISE IDAHO SKEET 2 DF 2 ¢ imm Y m�mM3jrc jOZK0 O Z (D 1"CIA.BARS SHALL F, o CONCRETE APRON BE INSERTED THROUGH n 1'/M"HOLES DRILLEDHR OR PUNCHED TOUG A, H gµGLE} c5 •b TABLE OF DIMENSIONS Vs OF FLAT BARS. 2%213 'x c M D/D' A/A' MIN. F/F' G BARS T �/� a� 1 3,,p��3�_0.�2'_3�� 3�. 1 3�6" VJ p ` 24"4'-0"3'-7"2'-Il'3 2 _J 30"4'-6"4'-3'3'-5"3 3 BAR 2'// T _J c 36"5'-0"4'-9'3'-It' e' 3 (SEE 741-1 o •oo 2'-0"MIN. 4"6'-0"5'-2'4'-Il'3 " 4 t Q LL ¢ i F _� ♦b SEE NOTE NO.5 w NOTE:USE CATCH BASIN SIZE z �s p _ FOR A 3'-11"GRATE.USE PIPE SIZES AS NOTED IN THE PLANS O J BARS V DIA.ITD BE cc: LL Q m EQUANTITIES)LY SPACED,SEE METAL GRATE rABLE FOR QUANTITIES) Q �O w MAX ITYP.) LLI °``Q CF3 U Q y •a ADJUST TO FIT FIELD CONDITIONS E°VVNE`IT l^ I Z METAL REINFORCEMENT NO.4 BARS 5G0° NOTES J z LL PLAN J I.TYPE I INLET CAN BE EITHER PRECAST OR CAST-IN-OF AS PRECAST <O AN RI MODIFIED INLETS SHALL MEET THE REQUIREMENTS OF ASTM C913.PRECAST �l Z PRIOR APPROVAL OF SHOP DRAWINGS IS REQUIRED FOR USE OF PRECABT LL AND MODIFIED INLETS.THE APRON MUST BE CAST-IN-PLACE. i 2.CAST-IN-PLACE INLET TYPE 8 SHALL CONFORM TO SECTION 609- LL1 U MINOR STRUCTURES OF THE CURRENT ITD STANDARD SPECIFICATIONS FOR Q / HIGHWAY CONSTRUCTION. Z q MATCH EXISTING SLOPE I 3.A P SIDE DRAFT IS&LOWED FOR FORM REMOVAL. O Y L.r � WITH CONCRETE APRON / 4.ALL METAL REINFORCEMENT USED SHALL BE NO.4 BARS.THE METAL L / REINFORCEMENT SHALL BE SMOOTH CUT TO ACCOMMODATE PIPES.ALL o I BARS SHALL HAVE A MINIMUM CONCRETE COVER OF 2"AND/OR 3" !^l^ p• • / /l MINIMUM COVER IF CAST AGAINST EARTH, vJ vl U \ - 5.THE INLET SHALL BE CONSTRUCTED RECTANGULAR USING THE APPROP- O z RIATE WALL DIMENSIONS(A&A•) DETERMINED BY THE CONNECTING PIPE a / SIZES.USE THE LARGER WALL DIMENSION IF TWO DIFFERENT PIPE SIZES 'a CONNECT TO OPPOSITE W&LS.USE THE MINIMUM WALL DIMENSION IF NO 1._ BEND REBAR AS REQUIRED PIPES) CONNECT TO OPPOSITE WALLS.SELECT THE DEPTH(B MIN.) BY (n (TYP.) CONSTRUCTION JOINT USING THE VALUE OF THE INLET'S LARGEST CONNECTING PIPE. w AROUND INLET 6.PIPES CAN ENTER OR LEAVE THE BOX IN ANV DIRECTION.ALL CONNEC- T_ IIk IDNS AND BROKEN AREAS SHALL BE GROUTED SMOOTH. F� II ,�..1 7.THE GRADE LINE OF THE TOP INSIDE OF ANY INLET PIPE SHALL BE AT L.L_ F I A POINT NO LOWER THAN THE TOP INSIDE OF THE OUTLET PIPE. B.ONLY COMBINATIONS OF THE DIMENSIONS SHOWN ON THE TABLE SHALL PERSPECTIVE VIEW BE USED TO CONSTRUCT A TYPE 8 INLET. __I 9.THE MET&FOR THE GRATE SHALL MEET THE REQUIREMENTS OF ASTM TL-_r� A36.THE METAL GRATE NEED NOT BE PAINTED OR GALVANIZED. 10.WELDING OF THE METAL GRATE SHALL MEET THE REQUIREMENTS OF 10'y THE AANERICAN WELDING SOCIETY DIA. J 2"ITYP.) IL GRAY IRON CAST TO THE DIMENSIONS GIVEN FOR THE STEEL GRATES FILE: 60-20-088_SG_C-218X ¢ I N N 3) MAY BE USED.THE CASTINGS SHALL CONFORM TO AASHTO M306 CLASS 35B JUB PROD.N:60-20=088 ELEVATION GRAY IRON CASTINGS. w INLET - DETAILS 12.NOT TO SCALE. ONAr yy F,y DESIGN BY: 44#C 0 o p/fi E S Ea n ry CHECKED BY: ##M I'll eo,wesieen 1e f i^Og4' ONEINCH a m REVISIONS SC&ES SHOWN STANDARD DRAWING a o o s v IDAHO English fbO(1 AT FULL SIZE,IF NOT ONE IN 3 NO. DATE BY N0. DATE BY N0. GATE BY ARE FOR 11"X 17" ORIGINAL SIGNED BY:LOREN THOMAS `` STANDARD DRAWING N0. 4, q g ° LAST UPDATED:B/21/2023 N 1 ID-6o 6 u-afi JRv PRINTS ONLY TRANSPORTATION _ � 2 12-92 MSM ASSISTANT CHIEF ENGINEER(DEVELOPMENT) 605-25 r"/ �/ /� 3 1-9J MSM CARD FILE NAME: DEPARTMENT INLET TYPE 8 a 3-01 MBAR DRAWING n ORICirv&SIGNED BY:TON COLE i(`�F 9F° ci12 SHEET 3 DRAWING DATE: BOISE IDAHO CHIEF ENGINEER E, MP 6 12-04 MBAR AUGUST,1972 SHEET I OF .6 O TITLE C_215 aG -0-- ('J-U-B J-LI-B ENGINEERS,INC. 12'-6"BETWEEN SPLICES 3'-1'/,,*. -6'-3"(NORMAL SPACING)_[_ 3-4/2" 6'-3"(NORMAL SPACING) 3'-IV2" 6'-3"(NORMAL SPACING), T- E o A 4� > < 00 HEADWALL OR OTHER cc C'4 1--RWMlll �-R' 4'a A 4� B ILL! 0 c6 0 H Ud Z Do ADJACENT TRAFFIC 12'-6"CRT POSTS 18'- OR 25'(SEE NOTE NO.16) IT-6"CRT POSTS 62.-6.. o2'-6"MIN.W-BEAM GUARDRAIL MIN.W-BEAM GUARDRAIL_ WIDE-FLANGE POST TIMBER POST cm 0 Lu L:, z z UL 31" W-BEAM GUARDRAIL w PDBOlb OR PDBOlb OR POLYETHYLENE 8 POLYETHYLENE PDBOIb OR PDBOlb OR POLY (OPTIONAL (OPTIONAL 2: 0) SEE NOTE Nl,lll POLY- ETHYLENE PDBOlb OR F..03 < FWC16. FWC16. �OLY�E E ETHY FWC16. < MFBB03 Am,�G A B*J C 4J 13 4-J A*j ISEE NOTE N'* ETHYLENE ,-FBBOl AND FB803 AND ..03 ND D FBB03 AND '.C.6� ..... W; -PWEOl PWEOI ;4 PWE I PWEGI -PWE-- OTO6"-�� FWC16a 31" LONG-SPAN APPLICATION TONAL SEE NOTE NOS.17 AND IS ENS R :-�-PWEOI R 10..1 OR..;FLATTER 0 1 OR iN OR"'A 10 i� (qT _R TT'�I OR FL;�� OR F"VTE: E PLE AN CU D GUTTER 19484 R NORM HINGE POINT STEO-SLOPE NON-BLOCKED CURB B OF \� APPLICAATIL ON APPLICATION APPLICATION APPLICATION APPLICATION APP MEDIA LN ICAAR RIER TION 8"8" 4SEA S � PDBOI. FBB04 AND RWM04o SEE NOTE NOS.3 AND 11 WIDE FLANGE POST APPLICATIONS FWC16. DE09 RWM141 F"04 AND F SO C. MIN.E.9 P 11 PDBOla -PDBOl PDBOI. �4 �24"0. cl AT'E FB804 AND OR TTER FLATTER FE B04 A111 F CIE. FBB04 AND 'B I.. F C�SDAND WC16. SHY -C PDE02 -LINE OFFSET AND DEFLECTION TABLE II P p DE902 OTHER'C TN 24" U TION _L P; L - F WORKING FLARE RATE TABLE WORKING HEADWALL 6- I — 0 TO 4" 0 TO POE APPLICATION S POST ORSOT E Wo WIDTH 2, PACING WIDTH OB TR C 1.Id 10 DESIGN SHY-LINE ARRIER FLARE RATE NORMAL SPACING 6'-3" 54 T,R _70--loR T [MPH) INSIDE AT OR BEYOND SPEED u '-LA 71- 1 PH) '('F'T)' F. ER 41" SH'Y LINE SHY LINE 0 DO ED SPACING 31"RS 80 12 30:1 15 STEEP SLOPE SECTION A-A SECTION B-B SECTION C-C 1 25' s 70 9 30:1 N WIDE-FLANGE OR TIMBER POST GRFIAITI� HINGE POINT EXAMPLE 6'-3" 56" CURB AND 78" GUTTER 60 a 2611 14:1 1.0.8 3: EDGE E I 'v- LONG SPAN 0 55 7 24:1 1211 50 6.5 21:1 11:1 NORMAL HINGE POINT CURB PLACEMENT DETAIL45 6 18:1 10:1 -0 -0 F....N..1GRE. R . APPLICATION APPLICAT ON APPLICATION SEE NOTE NOS.4 THROUGH 7 1 40 5 16:1 8:1 ORIGINk STORED ORAL ITD, 'ONAL > 30 4 1 13:1 *T IT, 0 TIMBER POST APPLICATIONS it SEE NOTE NOS.3 AND 11 KO�.�Y SCALE$SHOWN IDA REVISIONS SC&ES SHOWN IDAHO REVISIONS STANDARD DRAWING NO.1 DATE I BY NO. DATE STANDARD DRAWING O._I. REX­jNG.I DATE 1 Jft-K DATE :j—Y ARE OR -X I"' TRANSPORTATION ISTANDARD DRAWING NO BY ME FOR 11"X 17 NY!=0 PRINTS PRINTS ONLY TRANSPORTATION IoK SIV SPOFLTATIO14 13, RI ONLY oct=.' 2 1 03-IS 1 RC�L I I 1----CADO FILE I DEPARTMENT 31" W-BEAM GUARDRAIL 612-1 21 D-9 I RDL I I CARD FILE NAME: DEPARTMENT 31" W-BEAM GUARDRAIL o -.3: ­20 1 RIC 612_1_0420 dtE: ORIGIN&SIGNED BY;KEVIN SABLAN 0 1 03-20 ROL 1 612-10420.— ORIGINAL SIGNED BY:KEVIN SABI. L<5'�-.1. 6 DO DRAWING DATE: DESIGN/TRAFFIC SERVICES ENGINEER L Ame DESIGN/TRAFFIC SERVICES ENGINEER BOISE IDAHO SHEET 1 OF 5 DRAWING DATE; BOISE IDAHO Mz I JUNE,2017 UNE,2017 DO ED ED w jOZKO 0 31"IN-BEAM GUARDRAIL HARDWARE COMPONENTS TABLE COMPONENT DESCRIPTION WIDE-FLANGE ANGE TIMBER POST "A 4-SPACE W-BEAM GUARDRAIL RWM04. RWM040 U) WIDE-FLANGE GUARDRAIL POSTS PWEOI.PWE-- TIMBER GUARDRAIL POSTS - PDE02 CRT TIMBER GUARDRAIL POST PDE09 < DBOII,OR "A 61/4" W-BEAM BLOCKOUT P PLL .1 NORMAL SPACING1 6'-3"NORMAL SPACING 1 25'-8 POSTS AT Y-16/2"(HALF)SPACING 25'-16 POSTS AT I'-6Y4"(QUARTER)SPACINGOLYETHYLENE PDB 3'-1'/," 3'-1'/,," 3'-IV2" 3:%"GUARDRAIL SPLICE BOLT FBEIOI FB 101 10 AND RECESSED NUT — 0 1 %*'GUARDRNUT AIL BOLT AND DO ... RECESSED FBB03 F8804 0 < PLAIN ROUND WASHER I FWC16o F Y4 R 16D GA­VMIZED NAIL N/ALC L6' 2/,,"P ST 2%2"IIYB"SPLICE HOLE SLOT(OTYP.) BOLT SLOT(TYP.) U) ye 21h" D SLOT Lu 0 4-SPACE W-BEAM GUARDRAIL 0 < RWM04o < LU cif LZ 9 LU LL LL Lu L11: 1 L", 0 2%SLA REDUCED POST SPACING TS < LEG NO: SEE NOTE N0.7 Ir LL EXTRA POSTS. SECTION D-D z BOLT BLOCKOUT TO POST,BUT Do NOT BOLT TO GUARDRAIL 0 0 Ir <0 LL FZ 0 A 4� IIACKIILL WITH Ji 0 CS COARSE AGGREGATE REMOVE 114CKFILL FOR CONCRETE 21"TO 24*' PAVEMENT AROUND POST SIZE NO.3 "MIN- 0 cz- 4 MIN. IN. (SQUARE OR ROUND) 7.. OVERLY OR WIDE-FLANGE MIN. OVERLYING WIDE-FLANGE�D� POST (H7D EXISTING W-BEAM GUARDRAIL TRANSITION HEIGHT AND POST SPACING OVER 25'(TWO GUARDRAIL PANELS� 31"W-BEAM DILI GRAIL EDGE OF SOIL POST 6'-3" 6'-3" PAVEMENT 0 Z 6'-3" 6'-3" -1 4. . , EEF/ 5F :z 0 24"MIN 2 12" W-BEAM MIN. IQN7 Lu �A GUARDRAIL TIMBER POSIII ICI lil II T WIDE-FLANGE OR POST R TIMBER .ER SECTION A-A POST ED CASE-1 CASE 2 CASE I CASE 2 aIII III m III AliGUARDRAIL POST IN PAVEMENT u SEE NOTE NO.9 GUARDRAIL POST IN ROCK FORMATION 1 SEE NOTE NO.9 l: �I ICIFILE 60-20-088 SG C-215X A 2 JUB PROJ.#:60-20-088 DRAWN BY:## 0 TRANSITION TO 31" W-BEAM GUARDRAIL F.MIN.STERED zw F-SNI STORE. ONW44 AT ITI, oNAL T IT' SEE NOTE NO.19 A DESIGN BY: ### o ­11.11�1. H'ea.qu,�', — 1122w.7.11=11 IN CHECKED BY ### ED V STANDARD DRAWING I REVISIONS STANDARD DRAWING ONE INCH SC&ES SHOWN IDAHO Englisft ISIS SC.ES SHOWN IDAHO AT FULL SIZE IF NOT ONE -X 17" 1 C '. 0 NO. DATE BY NO. DATE I BY DATE ME FOR G NO. DATE 1 BY NO. DATE WYNUDATE BY ARE FOR x 17 SIP STANDARD DRAWING NO 28­1 RDL 1 1 1 PRINT ONLY TRANSPORTATION 1ST.ORRD DRAWING NO N H CA A RDINQIY is, LAST UPDATED 8/21/2023 7 22 RD PRINT ONLY TRANSPORTATION.318 R L Et DEPARTM 612-1 DL CADE FILE WM- I NOL I I I— cADD FILENAME: DEPARTMENT 31" W-BEAM GUARDRAIL 612-1 ENT 311, W-BEAM GUARDRAIL -19 1 1 3 03-20 ROL 612-1-0420.4gn ORIGINAL SIGNED BY:KEVIN SABLAN 3 1 03-20 1 ROL I 612­0420.d,, DRUM—SIGNED BY:KEVIN SABLAN SHEET DRAW NO,DATE DESIGN/TRAFFIC SERVICES ENGINEER DRAWING DATE: DESIGN/TRAFFIC SERVICES ENGINEER JUNE.'20 7 BOISE IDAHO SHEET 3 OF 5 JUNE 2017 BOISE IDAHO 33 O TITLE C-216 QL: ('J•SEE NOTE NO.2 16"r HARDHARDWARE8, ANCHOR HARDWARE COMPONENTS TABLE 9 8 6 5 1 ITEM COMPONENT DESCRIPTION QTY. TF-13 NAME �,.� NO. J-U-B ENGINEERS,INC. 2 - 1 W-BEAM ANCHOR CURDRAIL 1 RWMl4a/M00) -' W-BEAM END SECTION(ROUNDEDI 1 RWE03a r 3 FOUNDATION TUBE 2 PTE06 `DIRECTION OF TRAVEL I FBB01 BOLT b NUT %..A `51�„ �7r�,. 4 BCT TIMBER POST 2 PDF-- z 8 PER SPLICE �,,, NOTES PLAN 5 STRUT AND YOKE ASSEMBLY 1 PFP02 11H ^ q 6 BCT CABLE ANCHOR ASSEMBLY 1 FCA01 - Q--""- HOLE 1. THE 31"W-BEAM GUARDRAIL SYSTEM SHOWN IS A MASH TEST LEVEL 3 BRRIER SYSTEM. 3'-1%• LENGTH OF NEED e r GUARDRAIL ANCHOR BRACKET I FPAOI (n �M TRJ�E DO 3"' 6" �4�1• AND PLANS CONFLICT,PROVIDE HARDWARE COMPONENTS AS SHOWN ON THE PLANS. r 1 9 4/7 T ^ r m 8 BCT POST SLEEVE 1 FMM02 Lu Q N AF'FINi HbLE 3. INSTAL GUARDRAIL AS SHOWN IN THE NORMAL APPLICATION UNLESS OTHERWISE 2 - T�„A n I ^r 9 BCT BEARING PLATE 1 FPB02 w i f7 O 2. PROVIDE BARRIER HRDWRE AS SHOWN AND AS SPECIFIED IN THE PUBLICATION b N "A CUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE." WHERE THE GUIDE ` 6'-3" ..r.. 3'-1%" �y SHELF ANGLE BRACKET 1 FPP02 Y 0 \(`, _ INDICATED ON THE PROJECT PLANS.THE CURB APPLICATIONS CAN BE USED WITH "• �/. GUARD All.SPLICE BOLT AND 4 FBB01 w Q DO ANY OF THE CURB AND GUTTER OR CURB TYPES SHOWN ON THE CURB AND GUTTER ® RECESSED NUT z CO O mi m111• STANDRD DRAWING. SEE l0"GUARDRAIL BOLT b RECESSED NUT 2 FBB03 1 Lu-J J- 4. PLACE 31"W-BEAM GUARDRAIL AS FAR FROM THE TRAVELED WAY AS PRACTICAL. NOTE 2�/2'/ N ?� W-BEAM SPLICE DETAIL T WHERE PRACTICAL PROVIDE THE SHY-LINE OFFSET DISTANCE SHOWN IN THE No.2 4 6 4 i "X 2"HE HEAD BOLT b NUT 8 FBXl6a C7 Qal PDBOIa POBOIb SHY OFFSET TABLE. r� n %"%8"HE%HEAD BOLT b NUT 2 FB%l6a Z Z LL. C SEE NOTE N0.l4 5. WHERE PRACTICAL,FLARE THE 31"W-BEAM GUARDRAIL AWAY FROM THE TRAVELED "%10"HEX HEAD BOLT b NUT 2 FB%]6a W-BEAM TIMBER BLOCKOUTS WAY.SEE THE SHY-LINE OFFSET AND FLARE RATE TABLE. � r 5 SIDE FRONT SIDE FRONT HEX NUTS 4 FN%24o w _, C_ a 6. PROVIDE ADEQUATE DEFLECTION DISTANCE TO OBSTRUCTIONS BEHIND THE SEE J "FLAT WASHER 22 FWCl6a m CURDRAIL BY PROVIDING THE WORKING WIDTH SHOWN ON THE PLACEMENT DETAIL ANCHOR F � ELEVATION FOUNDATION BCT TIMBER DETAIL 1"FLAT WASHER 2 FWCA r "0 OR AND E THE DEFLECTION TABLE. O TUBE DETAIL ®POST DETAIL 116D GALVANIZED NAIL 2 N/A UGH HOLES 7. DECREASE DEFLECTION BY REDUCING POST SPACING.INTRODUCE EACH REDUCTION Z# -L.S�m THROUGH FRONT Y4"A OR's/s"0 "0 OR 11/s"0 IN POST SPACING OVER 25-OR MORE.00 NOT BOLT THE GUARDRAIL TO THE EXTRA �'!r PTE06 PDF-- 80" r AND BACK HOLES(TYP.) HOLES ITVP.) FLANGES(TYP.) 8 WIDE-FLANGE OR TIMBER POSTS MAY BE USED UNLESS O T IA FOR THE PROJECT LENGTH `� ` 6„OTHER INDICATED ON 'h THE PROJECT PLANS.USE THE SAME POST MA ER L DIRECTION OF TRAVEL ' }^ 1 e� (EXCEPT IN THE 3l"LONG SPAN APPLICATION). L' .3••I 11/" SEE ANCHOR r r % �e" PED HEAD 9. REMOVE PAVEMENT AND ROCK ROUND GUARDRAIL POSTS. a„ 1 : =1 A CABLE END ,`, �"DMA.(6x19 IWRC IPS)CABLE 2'/" 3" 3" �T *�PT'IONAL 10'TIAIBERMBLOCKOUPSL WITHYT IMBERLPOS�S?U EI THEWSNAE BALOCKO�T TMATERIAL FOR GUARDRAIL ANCHOR -F� NAILS® -_ ;,^xl" '�•`7 ..� DETAIL �S�ONAL 4, _ BOLT DIMENSION TABLE THE PROJECT LENGTH(EXCEPT IN THE 31"LONG-SPAN APPLICATION).THE = SLOT ® BCT ANCHOR ASSEMBLY DETAIL k. \,ENS,DESIGNATOR L T WIDE-FLANCE POST NORMAL APPLICATON CAN BE CONSTRUCTED WITH OUT -4�'. � END PLATE ¢ >r ry - BLOCKOUTS IF INDICATED ON THE PROJECT PLANS OR IF APPROVED BY THE 10' n 9 Y° FBB03 IIO" ]s•• ENGINEER. 9'-4%" -{�-l'/ m 15• _ 19484 n %-11 THREAD PITCH GUARDRAIL BOLT it. ITOP OF THE NSTAL THE POST. THE AND W-BEAM GUARDRAIL RESER USING THE HOLE 7"FROM THE BCT BEARING SHELF ANGLE = 7 3•• 5•• ^ FBBOI,FB803,F88T N O PLATEPD ETAIL ®BRACKE�DDETAIL PLAryE®I, THREE m HEIGHT ADJUSTMENT.OTHE HIGHER HOLE IS RESERVED FOR FUTURE GUARDRAIL 4'-1" 12" 14" 3'-11/" END 3 r/„ SVZ, SIDES \ 1 C NTgTF OF ��P�O 12.NAIL UTS TO MBER CT BLOCK --- [BUTTON-HE TON-HEADED) 14.SPLICE138E WBBEAM OGURDRAR BETWEENPOSTS POSTOSR OVERILR SPLICES SOTTO AT NAIL THE 3 SPACES AT 4" "a l "SLOTS : r STANDARD T SEA ,P THROUGH THE SIDES OF THE BLOCKOUT AND POST. ,>n 13.WHEN WIDE-FLANGE POSTS RE USED AND WHEN PRACTICA.INSTALL THE BOLT �'HOLES 1"WASHER SWAGED �� m + : THREADED BUNG STUD ry 1 RWM740(MODIFIED) e 3 ® THREADED ENTIRE 1"HEX NUT IFBB03)ON THE UPSTREAM SIDE OF THE POST IN RELATION TO THE ADJACENT TRAFFIC. ITYP.) FITTING E%POSED W-BEAM EDGE IS DOWNSTREAM OF THE ADJACENT TRAFFIC. LENGTH 15.BEGIN AND END 31"W-BEPM GUARDRAIL WITH A TERMINAL,ANCHOR,OR TRANSITION. O W-BEAM ANCHOR GUARDRAIL BE PLATE ANCHOR CABLE END DETAIL GUARDRAINSTRUCL WHEN`PRACC OR TICAL TRANSITIONS SOME ANCHORSN ANDHE SAME TERMINALS POST MATERIAL ONLY AVAILR AS EE -1 T 8 e ® '® Ifi"x12'/"x3fs" /e-IIMODIFIED } 1ocA 1 BCT POST NOTES zLU MIN. 17.ONE POST CR BE OMITTED WITHOUT OTHER MODIFICATION IF APPROVED BY THE BOL SLOT(TYP.) NR O SLEEVE DETAIL ® 1.INSTAL THE ANCHOR SYSTEM ON THE TRAILING END OF 31" w z m O • s %B'WASHER 0.65" H L y HEAVY HEX NUT 7• MIN. I6.DELINEATE GUARDRAILS WITH TYPE 9 DELINEATOR-.SEE THE DELINEATOR 0.09" P STANDARD DRAWING FOR DELINEATOR SPACING. "xt' SLICE� 235 /e i�¢z0 FMM02 78" W-BEAM CURDRAIL OUTSIDE OF THE CLEAN ZONE FOR wi ENGINEER.THE LONG-SPANAPPLICATION CAN BE USED WHERE TWO POSTS(18'-9" R 6/4 8 'SEC A-A APPROACHING TRAFFIC,OR BOTH. rc w r d O R SPAN)OR THREE POSTS(25'SPAN)RE OMITTED. 67• 2.SUPPORT THE W-BEAM ANCHOR GUARDRAIL AT THE END POST a w w U r W6x9 OR W6x8.5 5•• R•• -� O 18 .WHEN THE LONG-SPAN APPLICATION(l8'-9".OR 25')IS USED,INSTALL THREE CRT � 1 END PLATE fie" a I��I ��1 3p /z WITH THE SHELF ANGLE BRACKET.DO NOT BOLT THE W-BEAM p r m< a STRUCTURAL SHARE TIMBER POSTS(PDE09)WITH TIMBER BLOCKOCTI ADJACENT TO THE UPSTREAM AND ; L �� 9 4�` BRACKET - CURDRAIL TO THE POST. O❑p m m„ DOWNSTREAM ENDS OF THE UNSUPPORTED SECTION.IN NOT NEST THE 62'6"E T::x 3.ENSURE THAT THE FOUNDATION TUBES DO NOT EXTEND MORE >z O T •• - '- "/i6" 11/" W-PEAA1 CURDRAIL IN THE UNSUPPORTED SECTION.INSTALL AT LEAST 62'-6"OF ` jie 1Ve', rc< O 31"W-BEAM CURDRAIL UPSTREAM AND DOWNSTREAM OF THE CRT POSTS. `-- PLR L-►A T 'R SLOT __ THAN 3�"ROVE THE FINISHED GRADE. J 1 1 SEE YOKE DETAIL �'""I 3 a 19.WHEN CONNECTING TO EXISTING GUARDRAIL,TRANSITION THE GUARDRAIL HEIGHT r 23/e" 4.INSTAL R EXTRA HEX NUT ON EACH END OF THE BCT CABLE m O z k m TO 31".REPLACE THE EXISTING W-BEAM GUARDRAIL IF THE TOP OF GUARDRAIL 75" 1'- F4i�,. '- F`4" ••@@-F ANCHOR ASSEMBLY. WIDE-FLANGE TIMBER CRT TIMBER POST RECESSED NUT PLAIN ROUND WASHER HEIGHT IS LESS THAN 27". T$ ���- - -- 2/2 2" 1Ik S.AFFIX A TYPE 3 OBJECT MARKER TO THE W-BEAM END SECTION r33�w "' LLLL S WHEN THE ANCHOR IS USED ON AN UNDIVIDED HIGHWAY. �+'��m z PWE0I.PWE-- PDE02.POE-- PDE09 FWCIBo 20.DRAWING NOT TO SCALE. ,,, /"R r T i Y ELEVATION : a ❑O m rc GUARDRAIL POSTS g••I 8'� 7V" } J 6.DRAWING NOT TO-CAE. vu s*on O y a z O ED ZONAL F,Y +1 STRUT AND YOKE GUARDRAIL ANCHOR ,,T:rTo. TONALF oiwmN� > z � ENSFe° 1Z W-BEAM END SECTION DETAIL OS ASSEMBLY DETAIL YOKE DETAIL ANCHOR DETAIL 0] BRACKET DETAIL ��ewu 51 0 W��ma� 3vei w sum. Q ry m 1. RWE03o PFP02 FPMI J eo�...�leono H `�(. 'A�r`w ¢ i^gti Y A 'o���- R V NS SCALES SHOWN IDAHO STANDARD DRAWING English � *,� REVISIONS scxEs SHOWN IDAHO STANDARD DRAWING English NO. DATE Y N0. DATE Y N0. DATE Y ARE FOR It"X 17" ° NO. DATE Y NEL DATE Y NO DATE Y RE FOR II'•X 17•' O J O i O W t oe-l8 RDL PRINTS ONLY TRANSPORTATION STANDRD DRAWING NO ? °g rs ° PRINTS ONLY TRANSPORTATION STINDRO DRAWING NO asg ql, z i ❑ 2 03-t9 ROL t- o a 03.89 RDL cADO FIE NME: DEPARTMENT 31" W-BEAM GUARDRAIL 612 1 + n (� clnD nLE NIME: DEPARTMENT GUARDRAIL 612 5 ❑33 612-1-0420.d n0 ORIGINPL SIGNED BY:KEVIN SPBLAN 9iir OF"'C9" 612-5_0617.d n ORIGINAL SIGNED BY:KEVIN 6RLR ANCHOR 9,Ie 2F IMF w w❑❑ DRAWING DATE: BOISE IDAHO DESIGN/TRAFFIC SERVICES ENGINEER O•LANG DRAWING DATE" BDISE IDAHO DESIGN/TRAFFIC SERVICES ErvGIrvEER O•LANG i z JUNE 201] SHEET $ OF $ JUNE.201J SHEET ] pF 1 Q isIU ED 'ozK VOi O z 3 n 4ci c5 y z �w 50'MINIMUM(SEE NOTE NO.4) 31"W-BEMJ GUARDRAIL w W EDGE OF SHOULDER o� (SEE NOTE NO.5) ----- ----�------------------+-- ------------------------------------- -------- J a }wo J< r 1 a _w DO a l p Q POST 1 0�o T -""-. i T NEED POINT Z GUARDRAIL TERMINAL GRADING LENGH OF (SEE NOTE NO.3) 1 (SEE NOTE NO.5) Q 4 O� PREFERRED GRADING a W p <�•.� w L.L w EE 50'MINIMUM(SEE NOTE NO.4) 31"W-BEAM GUARDRAIL Lz w m -L-EDGE OF SHOULDER ON w ------ - ------------- (S NOTE N0.6) V U J w � I „� 4 0 m r Ir 1 0 "' CURDRAIL TERMINAL CRADINCJ ---._._.._.._._-"_._.POST 1_-"_.-o!.�-_._"._.-_.._-._._"._."`V ""_""_.._"-_.._.._."_.._""-.._.._.._.._.._.._.. Q O -1 - - - - i (SEE NOTE NO.J) ]0'MIN. LENGTH OF NEED POINT L u U (SEE NOTE NC,5) NOTES DO ALTERNATIVE GRADING 1 TERMINNT ATHEGE DESIGNS VARY TERMINAL-BYYWPR DUIS CT AND AM MEAN FACTURRER.ONLY.TA Z 0 cz- 2 USE THE PREFERRED GRADING LAYOUT WHEN PRACTICAL.THE O ATERNATIVE GRADING LAYOUT MAY BE USED WHEN UPGRADING n AN EXISTING TERMINAL WITH SITE LIMITATIONS.DISTANCES !y�)l v w SHOWN FROM THE TERMINAL POSTS TO THE GRADING EXTENTS ) U RE MEASURED FROM THE BACK OF THE POST. O 3.PROVIDE A 4:1 OR FLATTER SLOPE OUTSIDE OF THE GUARDRAIL O TERMINAL GRADING EXTENTS WHERE PRACTICAL. =O 5F 4.INSTALL THE TERMINAL IN ACCORDANCE WITH THE MANUFACTURER-INSTALLATION INSTRUCTIONS.REFER TO THE U)U INSTRUCTIONS FOR SYSTEM LENGTH.OFFSET.NUMBER OF POSTS, POST SPACING,AND WHEN A TANGENT TERMINAL IS TO BE L•L�DO POST ON A HORIZONTAL CURVE. x•�� LL 5.VERIFY THE LENGTH OF NEED POINT WITH MANUFACTURER cr- _ INSTRUCTIONS FOR A SPECIFIC PRODUCT.ELEMENTS OF THE GUARDRAIL TERMINAL DOWNSTREAM OF THE LENGTH OF NEED _ POINT CAN BE INCLUDED AS PART OF THE LENGTH OF NEED. 6.PROVIDE A MINIMUM OF 12'-6"OF 31"W-BEAN GUARDRAIL BETWEEN THE GUARDRAIL TERMINAL AND A GUARDRAIL TRANSITION. 10 7.1F THE TANGENT TERMINAL DESIGN USES AN ANCHOR CABLE, U INSTALL AN EXTRA HEX NUT ON EACH END OF THE CABLE. FILE: 60-20-088_SG_C-215X m¢ B.AFFIX A TYPE 3 OBJECT MARKER TO THE TERMINAL END JUB PROJ.N:60-20-088 0 F SECTION. 9.DRAWING NOT TO SCALE. DRAWN BY:kp w IT TONAL FryO DESIGN BY: ### ❑co sTii weer store 44 XeaeR'1°'D°'° m FIN CHECKED BY WWIF a E R V STANDARD DRAWING em..,hero aQ•�� ONE INCH 3 SCALES SHOWN IDAHO English '%AY AT FULL SIZE,IF NOT ONE NO. DATEY NO. DATE Y N0. DATE Y RE FOR 11"%17" `SS 1 O8-Ia RDL PRINTS ONLY TRANSPORTATION Si RORD DRAWING NO 2 03.11 PBH cAnD FILE NAME: DEPARTMENT GUARDRAIL TERMINAL LAST UPDATED:8/21/2023 612-8-0421.d n ORIGINAL SIGNED BY:KEVIN SABLAN TANGENT 612-8 9 >•F OP.jp,mot �� DRAWING DATE: BOISE IDAHO DESIGN/TWFIC SERVICES ENGINEER O•LANOfi SHEET JUNE 2017 SHEET ] OF I O TITLE C_217 a c B �`�- TRANSITION 31"W-BEAM GUARDRAIL MAX. LOW SPEED GUARDRAIL TRANSITION HARDWARE COMPONENTS TABLE (SEE NOTE N0.8) A ITEM WIDE-FLANGE TIMBER 1-U-B ENGINEERS,INC. COMPONENT DESCRIPTION OTY. m 6 MIN. N0. POST POST FQRFL 8 9 C HOLES 12" 1 l THRIE-BEAM TERMINAL CONNECTOR 1 RTEOIb RTEOID :. OPTIONAL ADDITIONAL MIN (TYP.) �y 4-SPACE THRIE-BEAM GUARDRAIL 1 RTM04b RTM041, U 1 SE FBX22b AND FWC22D, --''�, s%/ IL O ASYMMETRICAL W-THRIE BEAM 1 RW T01b RWTO1b Z PLAN OLT ..... , �� $PL CE BO O 0�'1~ - 4 72'WWIDE ILANGESITION SECT]GUARDRAIL 3 PWE01 - _ 1.� 1�� 1�� _ 6 OR9S D RECESSED POST A� B 4""I = DR05 NUT WITH _ N 72"TIMBER GUARDRAIL POST 3 - PDE02 (n M "^ RECTANGULAR M o- o PDB021,OR SEE CONNECTOR TRANSITION 31"W-BEAM GUARDRAIL n 10 MIN.S FBX22b HE% t`THRIE-B ' GUARDRAIL _ s/s" © THRIE-BEAM BLOCKOUT 1 PD802aOp Nn 8"BOLT DETAIL PLATE WASHER WASHER DIMENSION TABLE POLYETHYLENE E (SEE NOTE NO.8) 24" BOLTS AND NUTB -' - CO C1BIDGE PARARET OR 6'-OI I" 3' 3'-1�/i• 3'-1�/" 6'-3" TER IOR FLATTER 'ROUGH OFPBOB WITH _--E IDES WC1IGN6oOR 0.649"1.780"0.090" 2� W-BEAM BLOCKOUT 2 PDBOIb OR PDBOIo y Q (7 U CONCRETE BARRIER ^ TERMINAL - ® POLYETHYLENE LLI T` CONNECTOR _ FWC22D WASHER CONNECTOR FWC22b 0.938"1.780"0.136" 3" 4 q O S/e"GUARDRAIL SPLICE BOLT 3y fBB01 FBB01 Z ate.+ � UNOER EACH BOLT AND RECESSED NUT HEAD AND NUT. 00 ROUND WASHERS ®RECTANGULAR GUARDRAIL ®THRIE-BEAM TERMINAL s/ GUARDRAIL BOLT AND — N 3 RECESSED NUT 3 FB803 FBB04 V O c bi 33 CONNECTOR BOLT DETAIL FWC16a,FWC22D PLATE WASHER CONNECTOR PLATE "X15"STRUCTURA HEX BOLTbNUT 5 FB%22b FBX22b z Z LL 3 - _, FWRO3 FP807 "PLAIN ROUND WASHER 3 FWCl6a FWCl6a LLI In 0 1 3 4 SECTION A-A "HARDENED ROUND WASHER 10 FWC22b FWC22b m O_ OR + \ SECTION B-B RECTANGULAR GUARDRAIL PLATE WASHER 12 FWR03 FWR03 r Q THRIE-BEAM TERMINAL CONNECTOR PLATE 1 1 FPB07 FPB07 L OR yq yq I6D GALVANIZED NAIL 6 N/A A+, 1I B r/Is 0 HOLES h/le/OHOLE E-L�EVATION 15" - - �°�� NOTES HOLES LOW SPEED GUARDRAIL TRANSITION �• USE THERDRAIL N]TTRANSITION SO HIGH WAYS WHERE SHOWN IS AON ATHE POSTED H TESTVSPEED EL TRANSITION. IS 40 gS ONAL 4, ` O MPH DR LESS AND WHERE A BARRIER,SUCHGASRARBRIDGECRAIL.BR GE BEAM °�zG �GENSFO /yam H PARAPET GUARDRAIL,JOINS A RIGID BARID n F PARAPET OR CONCRETE BARRIER. "0 OR II/i'/ �"/Oft Isis"/ � �" n 9 .n I HOLE FOR HOLE FOR �� � 2. PROVIDE BARRIER HARDWARE AS SHOWN AND AS SPECIFIED IN THE p 1z�/sa" THRIE-BEAM THRIE-BEAM �" F�-�•I 1-4Y!" PUBLICATION"A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE." 19484 POST POST KES WHERE THE GUIDE AND PLANS CONFLICT,PROVIDE HARDWARE COMPONENTS AS SHO N ON THE PLANS. 30" a 1 ®STRUCTURAL ve�2BOLT AND NUT a T" N m „ m i 3 USEE-FL SGEE OPD MBERRTERI POSTS IN BE USED UNLESS S3 OTHERWISE GUARDRAELD. C'SAC�T \lD C� �� II "r THE F OF 7'"3. ^ 4. USE TIMBER OR POLYETHYLENE BLOCKOUTS WITH WIDE-FLANGE POSTS.USE T s/-II MODIFIED n EA 1".2"SLOTTED HOLES(TYP.) 6" 3'-I%" 6" 3'-1%" 3'-1%" T HEAVY HE%NUT P0802o PD802D TIMBER BLOCKOUTS WITH TIMBER POSTS. 7" /u L 1" 5. NAIL TIMBER BLOCKOUTS TO TIMBER POSTS TO RESTRICT BLOCK ROTATION. 1"/HOLES(TYP.) - T OU 6 WHEN WIDE-FLANGE POSTS ARE USED AND WHEN PRACTICAL,INSTALL THE F-T BE OC c ,©THRIE AM TIMBER BL K TS a e ---- �i�, BOLT ENT(FBBTRAFFIC. ON THE UPSTREAM SIDE OF THE POST IN RELATION TO THE m _ � ADJACENT TRAFFIC. n ° ° ° ` p _ _ • is 7. OVERLAP SPLICES SO THAT THE EXPOSED W-BEAM EDGE IS DOWNSTREAM OF .. e e n "+ _ • n THE ADJACENT TRAFFIC. ^ ° e`—�a a e e • • SEE W-BE�• %-II THREAD PITCH Y I� 1� , � � 8, GUARDRAILR MINIM IM ONF AN A GUARDRAILBT R INAL D RAIP7JC ANCHOR.EEN THE Q N Q ]• g 8�/"8�/" 1'' �• 81 �' K 2�/"POST SEE THRIE-BEAM �z2�/Z'POST SECT ON(R M04o) CLIPPED HEAD - E OLE 9 m pZ LE SLOT FOR HOLE PATTERNOPTIONALHOLE SLOT(TYP.1SECTION(RTMO4 b1 ::::: ' H INSTALL EL SPLICE µBETWE NU HE THR E-BEAM GUARDRAIL DANDGU RDRBIEAM NUTS °Q¢_' zz99((z 1%8'SPLICE FOR HOLE PATTERN BOLT DIMENSION TABLE ^ TERMINAL CONNECTOR. rc m U o a BOLTK SL OT(TYP.) DESIGNATOR L T W6K9 OR W6K8.5 6' ]0.A CONNECTOR PLATE TO KEEP THE THRIE-BEAM TERMINAL CONNECTOR IN A a w W ¢ FBBO1 1 a" 1 STRUCTURAL SHAPE VERTICAL PLANE IS OPTIONAL.SEE THE DETAIL ON THE HIGH SPEED O r m¢ THRIE BEAM 4 SPACE THRIE ASYMMETRICAL W THRIE FB801 10" 4" �:.� H4�z GUARDRAIL TRANSITION STANDARD DRAWING. °pDmO m FBB04 IB" 4" T HOLE _ 11.DELINEATE THE TRANSITION.SEE THE DELINEATOR STANDARD DRAWING. rc¢° O OTERMINAL CONNECTOR 02 BEAM GUARDRAIL (3 BEAM TRANSITION SECTION �1 Po, .�° 12.DRAWING NOT TO SCALE. m 3 RTEO1b(10 GAUGE) RTM04b(10 GAUGE) RWTO)b(10 GAUGE) k oI 4 g9 GUARDRAIL BOLT AND RECESSED NUT WIDE-FLANGE OS TIMBER m1 El m T �¢33?� FBB01,FBBO3,FBB04 PWE01 PDE02 PDBOIo PDBOIb o Om¢ O TORAL fN GUARDRAIL POSTS ©W-BEAM TIMBER BLOCKOUTS 1pNALZ, oiwwy° s 3C11 1 Sl0 �4.� ENSpO Q1F w-1 w 1-1.1. ENgpD H,A W m o m ¢ a Q? 4y'rog tn-P B°�...Id- aR' tt,qy/i.¢ Y'NA o O¢ R V N scuEs SHOWN IDAHO STANDARD DRAWING English R SCALES SHOWN IDAHO STANDARD DRAWING English ° .� N N0. DATE Y N0. DATE Y N0. DATE Y ARE FOR il"%1]'• p N0. DATE BY NO. DATE BY NO. DATE BY ARE FOR 11"X 17" p <0 I- SigNDARO DRAWING NO STANDARD DRAWING NG Q 2_O W 1 08-IB RDL PRINTS ONLY TRANSPORTATION GUARDRAIL TRANSITION Pj-45. °o rm p4y� z oz-zo eon PRINTS ONLY TRANSPORTATION GUARDRAIL TRANSITION P�"i. °o e 3 z Oz-zo RDL CARD FILE NAME: DEPARTMENT 612-10 q CARD FILE NAME: DEPARTMENT 812-10_0420.tl n ORIGIN&SIGNED BY:KEVIN SPBLAN LOW SPEED '9� 7F OFF 612-10_0420.tl n ORIGINAL SIGNED BY�KEVIN SABLPN LOW SPEED 612-]0 9,I,,7F oF� r>3 �. G DRAWING DATES DESIGN/TRAFFIC SERVICES ENGINEER ImU w DRAWING DATES ROSE DAHO DESIGN/TRAFFIC SERVICES ENGINEER LAN BOISE IDAHO �'LAND i JUNE 2017 SHEET I OF 2 JUNE 2017 SHEET 2 OF 2 ¢ m�mo3jrc j OZKh O Z CI CS O J 12 Qw z = Q — 0 O w u, a Lu J O Q LU 0 CT3 U Q y Jz Q O CC i LL F Q w U z ZD 4 O cC c=i)C/) Oz =O € Uw a U FILE: 60-20-088_SG_C-215X m U r DRAWN BY:## Q Q DESIGN BY: ### CHECKED BY:### a ONE INCH m j AT FULL SIZE,IF NOT ONE LAST UPDATED:8/21/2023 SHEET 35 .6 TITLE C_218 a c ('J•REINFORCING STEEL TABLE r►A r►B C., BAR NUMBER \ \ \ J-U-B ENGINEERS,INC. MARK LOCATION/"FRONT AND BACK EACH END- - ---- - _ __ _ BLS F OFFSET \N TRAFFIC THIS ��I SIZE OF BARSSKETCH �zo TRAFFIC THIS �o TRAFFIC THIS �i tZ l- - \F 24 SIDE ONLY \'_ SIDE ONLY \a SIDE ONLY 391/' HORIZONTAL BAR. _ T ��2�� � I�• � H-1 TIED INSIDE V-1 N0.4 8 �� �° �� ANCHOR PINS U _1 �X_ � �_ _ _� \r 20, ANCHOR PIN V-1(TYP.) �� ANCHOR PIN �� PN n _ t 1 1_ -r� \= 64"MIN. SHY LINE \ MIN. SHY-LINE \m 20''MIN SHY-LINE SHY-LINE SHY-LINE z �"ASTM A36 6T/g", L�(� 7 �_ __ PLAN VIEW rl ig MIN OFFSET �� 9„ 'l 12„ OFFSET O411SE OFFSET N� — �'— — — 391 i' V-1 VERTICAL BAR. NO.4 10 p •3"°fTYP.)�.I �� \ \ V. \ MIN. �- Q OD N ` V-2(TYP.) 1� p5• _ �y=I 4.�•'•' r.�ON�ETE•'• 'ASPHALT 4"MIN. '•,(. ( Y II II ASPHALT,CONCRETE, • , p W l`'1 O 4A 48 C� 2"RADIUS SHOULDER SLOPE ORCOMPACTED -°PAVEMENT w 4 —� m Q M• GRANULAR SURFACE. SHOULDER SLOPEWPRE-DRILL IY,"O HOL C PREDRILL 13"0 HOLE Z .�..: co PLAN r- 33�" -I 7'TOTAL BAR LENGTH SHOULDER SLOPE PAVEMENT U) N ?i ELEVATION 22" SHOWN Is vERncu BAR BARRIER ANCHOR PINNED ARRIER ANCHOR PINNED MEDIAN BARRIERLL 12'r►A -6" C� END LOOP BAR DETAIL V-2 AROUND SLOTS ND.a 6 �-3"° FREE-STANDING BARRIER TO CONCRETE PAVEMENT TO ASPHALT PAVEMENT ANCHOR PINNED W Ln 0 41/" 11Y," 14" 5 SPACES AT 18" 4'TOTPL BAR LENGTH r TRANSITION TO r T —I RIGID BARRIER m i �I� SEE SLOT DETAIL N � V-2 I I �_ i — -- T --�F 4�2 ff H-1 �— 1 .4"SLOTS(TYP.1° � / � —� NCHORED BARRIER ANCHORED BARRIER ANCHORED BARRIER RIGID / / FREE-STANDING BARRIER AI V TRANSITION SEGMENT•1 TRANSITION SEGMENT•2 TRANSITION SEGMENT•3 BARRIER zLI _ — — m (rvP.1-- e •e. .e oFlc°j�GENSFONAL �C�ZF �3' 6" 121/t 12' I 281 I6'I 2B/2 I 12" 1121/,-I6'I 13' F" ____J lye i. S. ` 2 ANCHOR PINS CONCRETE PAVEMENT n 9 �� � � PER BARRIER A L►B c+j _� �__� 1.8 UNC = 19484 ELEVATION SLOT DETAIL KEY DETAIL 2"DIA.CIRCULAR TRANSITION TO �'yT•9TF OF \OP�F� ASTMIN.THICKNESS M AS 72 WASHERRIGID BARRIER F�SEA �P�F PLATE �6, WASHER FREE-STANDING BARRIER TRANSITION ANCHORED SEGMENRIET•1 TRANSIT BAR OE •2 TRANSITIONANCHOREDSEGME TR•3 BARRIER a ( /2 RIGID CONNECTING PIN T® d3,• 1- •- SHOWN PARTIALLY 1"DIM.ASTM A449 a o= o o e rv2/2 H ry ( Y4'CHAMFER e 2 CHAMFER IN PLACEy ry .. ...... ...........:- ......- o¢ W 9 2 9/z' 9/z r� ASPHALT PAVEMENT 3 ANCHOR PINS PER BARRIER^ amy�+m m �� 4 , V1 a r'A LJ1 �U I III _ III.. —� I H-1 ) - - _= PLATE qv aww,� a to"R 7o.R GO (izPJ n g�0"q WASHER 0 zw> > rvry TAPER END TRANSITION FROM FREE-STANDING TO ANCHOR PINNED �a$o m M aT Ao^ ° <o• ��� ===�f 1 P/"° AND FROM ANCHOR PINNED TO RIGID BARRIER GO z3a _ J% ASTM A}6 (SEE NOTE NO5.5 THROUGH B) °k '� y�° SEE KEY SEE KEY • n SEE KEY--:. 00 T(- 2"BEVEL CONNECTING PIN DETAIL �a 3 DETAIL DETAIL DETAIL 3 O 24" 24" 24" IS m DO O SECTION A-A SECTION B-B SECTION C-C CONNECTION DETAIL ANCHOR PIN DETAIL cgyazo m 9\ONAL E'I'O AT \DAME fA,C p z w N N > Oz G�G.I w.Ts°STORED°. SFo 'A s aiaw:.�s. a��a �NsfID �H ��LL g o°� - REVISION STANDARD DRAWING 9 r. A '� ,wQ$Go REVISIONS STANDARD DRAWING '�y°°Q,w°A.Ifr,. �U`��z J o SCAES SHOWN IDAHO EnglishF SEXES SHOWN IDAHO English , r�=W; N N0. DATE Y N0. GATE Y NO. DATE Y ARE FOR 11'X 17" STMOARD DRAWING NO q, y O NO. DATE NO. DATE N0. DATE ME FOR U"X I]" STANDARD DRAWING NO. 1 o2-zo RDL PRINT$ ONLY TRANSPORTATION PRECAST CONCRETE y a ss e 1 oz-2o RDL PRINTS ONLY TRANSPORTATION PRECAST CONCRETE P 'o.¢s"''' Q• 2 0}-21 PBH 612_18 �• y �0 4h z oD-21 PBH CARD FILE NAME: DEPARTMENT �- �' 3� OAnO- NPME: DEPARTMENT .d� 612-18_0421.0 n M ORIGINAL SIGNED BY:KEVIN SABLAN BARRIER 612-16 yy,/FOF'io r jO 612-IB_0421.tl n DRIGINPL SIGNED BY:KEVIN 6ARLM BARRIER 9 7F oF�R'• O. G DRAWING GATE: DESIGN/TRAFFIC SERVICES ENGINEER w w DRAWING DATES BOSE DAHO DESIGN/TRAFFIC SERVICES ENGINEER LAN BDSE DAHO O•LANG i z MARCH 2O19 SHEET I OF .} MARCN,2019 SHEET 2 OF 3 is�3rYn mwmw1 'o°z�u°, o z 3 x CONCRETE BARRIER SHY-LINE OFFSET AND FLARE RATE TABLE DESIGN SHY-LINE BARRIER FLARE RATE y SPEED OFFSET INSIDE AT OR BEYOND SHY LINE (MPH) (FT) SHY LINE I NOT STAKED I STAKED (n 70 9 30:1 1 15:1 1 20:1 60 8 26:1 14:1 18:1 J 55 7 24:1 127 I6�1 50 6.5 2111 11:1 I6:1 Q 0 45 6 40 5 tsa en 1 10:1 NOTES 30 4 1311 7:1 B:1 i z 1. THE PRECAST CONCRETE BARRIER SHOWN IS A MASH TEST LEVEL LONGITUDINAL BARRIER SYSTEM.THE BARRIER USES THE F-SHAPE i CROSS SECTION.2 Q J . PRECAST USING CLASS SOAF CONCRETE.CHAMFER TOP,BOTTOM,AND ENDS '.PROVIDE 2"MINIMUM CONCRETE COVER OVER REINFORCING Q STEEL.A 2"WHITE PVC SLEEVE MAY BE USED TO FORM THE LIFTING HOLE.IF USED,LEAVE THE PVC SLEEVE IN PLACE. Li- sn H- 3. PIN CONNECT BARRIER UNITS.PRECAST CONCRETE BARRIERS MAY BE Lu O LU a ANGLED APPROXIMATELY 7•AT CONNECTIONS. U ----- 4. PROVIDE THE CALCULATED LENGTH OF NEED UPSTREAM FROM HAZARDS AND PROVIDE AT LEAST THREE PRECAST CONCRETE BARRIER SEGMENTS o o DOWNSTREAM OF HAZARDS.DO NOT INSTALL FEWER THAN SIX BARRIER DJ _____�_____ ___________________________ SEGMENTS. 9 : 5. THE PRECAST CONCRETE BARRIER CAN BE INSTALLED FREE-STANDING OR ANCHOR PINNED TO PAVEMENT. _ A. IF FREESTANDING,ANCHOR THE TWO BARRIER SEGMENTS NEAREST THE _________________ ____ y - - -- - -- END(NOT COUNTING A CONCRETE BARRIER TERMINAL)WITH ANCHOR PINS AS DESCRIBED IN NOTE 58. J CD LL o e I—T B. IF ANCHOR PINNED,USE TWO PINS IN EACH BARRIER SEGMENT J W PLAN 4}I/ INSTALLED ON CONCRETE PAVEMENT AND USE THREE PINS IN EACH BARRIER SEGMENT INSTALLED ON ASPHALT PAVEMENT.IF ANCHOR Q _ i PINNED IN A MEDIAN,INSTALL ANCHOR PINS ON BOTH SIDES OF THE LU BARRIER(4 TOTAL ON CONCRETE PAVEMENT,6 TOTAL ON ASPHALT i USING THE B" 20" PAVEMENT).PRE-DRILL ANCHOR PIN HOLES IN CONCRETE PAVEMENT SLOT AS A GUIDE. W U 6. WHEN TRANS17TONING FROM FREE-STANDING TO ANCHOR PINNED BARRIER, Z z INSTALL ONE ANCHOR PIN IN THE SLOT OF THE LAST FREE-STANDING 4 ° SEGMENT CLOSEST TO THE FIRST ANCHOR PINNED SEGMENT. O cz O °J� �1"HOLE 7. WHEN TRANSITIONING FROM FREE-STANDING BARRIER TO RIGID BARRIER = 0 O O e ITYP,) (SUCH AS CAST-IN-PLACE CONCRETE BARRIER OR BRIDGE RAIL/PARAPET), TRANSITION FIRST TO ANCHOR PINNED PRECAST BARRIER(MINIMUM (n ____________________ ____ _______________ THREE SEGMENTS).THEN TO THE RIGID BARRIER.CUT OFF THE END w - LO0P5 OF THE LAST SEGMENT OF PRECAST BARRIER IN THE F-SHAPE TO O z R F-� A I-i - SINGLE SLOPE TRANSITION. II 8. WHEN TRANSITIONING FROM FREE-STANDING BARRIER TO W-BEAM =O _ 4}I/ �� GUARDRAIL,ANCHOR PIN THE LAST THREE PRECAST CONCRETE BARRIER SEGMENTS AND CONNECT TO A GUARDRAIL TRANSITION.CHAMFER THE U ELEVATION LAST 431 z INCHES OF THE BARRIER AND DRILL FIVE I"DIAMETER w ur HOLE$ASS SHOWN. a 9. FLARE THE UPSTREAM END OF THE BARRIER IN ACCORDANCE WITH L.L CHAMFERED BARRIER FOR GUARDRAIL TRANSITIONS THE CONCRETE BARRIER SHY-LINE OFFSET AND FLARE RATE TABLE. w (SEE NOTE NO.8) 10.TERMINATE THE BARRIER WITH A CRASHWORTHY ENO TREATMENT OR TRANSITION TO ANOTHER BARRIER SYSTEM.ACCEPTABLE END TREATMENTS INCLUDE TAPERING THE BARRIER OUTSIDE OF THE CLEAR ZONE.TRANSITIONING TO W-BEAM GUARDRAIL,A CRASH CUSHION,A PRECAST CONCRETE BARRIER TERMINAL,OR TRANSITION TO A BRIDGE RAIL OR PARAPET.WHEN CONNECTING THE F-SHAPE PRECAST 10 W CONCRETE BARRIER TO A NEW JERSEY SHAPE PRECAST CONCRETI U BARRIER,USE THE F-SHAPE TO NEW JERSEY SHAPE TRANSITION. FILE: 60-20-088_SG_C-215X m¢ 11.DRAWINGS NOT TO SCALE. JUB PROJ.#:60-20-088 ° DRAWN BY:## F mw \ONAL f'I'O DESIGN BY: ### o °3'canW.Dsim. EN /•y CHECKED BY:### a R V STANDARD DRAWING 4�oY ONE INCH J scu6s seow1 IDAHO English NO. DATE Y NO. DATE Y N0. DATE Y ARE FOR 11"%1]^ AT FULL SIZE,IF NOT ONE 1 02-20 RDL PRINTS ONLY TRANSPORTATION STMOARD DRAWING ND 9Y qy,�e " 2 Da-20 PBH PRECAST CONCRETE P�y or M CADD FILE NAME: DEPARTMENT LAST UPDATED:e/21/2020 fi12-1_0421.tl n ORIGINAL SIGNED BY:KEVIN SABLM BARRIER 612-18 9 '�B OF`l0 36 DRAWING DATE: BOISE IDAHO DESIGN/TWFIC SERVICES ENGINEER O•LAND SHEET MARCH,2O19 SHEET 3 OF 3 O TITLE C_219 a c �J 1xa uNc TERMINAL TYPE A REINFORCING STEEL TABLE TERMINAL TYPE B REINFORCING STEEL TABLE J-U-B ENGINEERS,INC. 2Y4"DIA.WASHER,l/Z" I� J- THICK.60,000 PSI YIELD "�'« MARK LOCATION BAR f]F NUMBER R SKETCH MIRK LOCATION SIZE OF BB S SKETCH STRENGTH MIN. 1 391/" HORIZONTAL BAR. U 2"DIA.CIRCULAR '�} I'�� ASTM N.THICKNESS WASHER T/B = I� 6• �1/8'MIN.THICKNESS >/ - -r H-2 TIED TO V-1 N0.5 2 IS'-6" •8 DEFORMED REBAft H-1 HORIZONTAL BAR. N0.5 1 ?I� 2 „ gi/j, BARS. Z ASTM A706 GRADE 60 }'4"CHAMFER TIED HORIZONTAL 2 BARS. >Ch PLAN VIEW H-3 NO.S 3 IB' M 14'-6"TOTAL BAR LENGTH 4% Q P DIA.ASTM A449 m N cr Do 391A�� �5• ya..r �!3.1,' H 2N R Lu co 00 2"RADIUS /\ 4 / �ae�ae - A�ENDN HORIZONTAL BAR w Y Q 3 BARRIER ALONG �r Do 33�_ ti V-1 VERTICAL BAR. NO.5 1 8••J• _ 0•q V-3 OH TOP SLOPE. Z ate.+ �� = x.!... ... C'3 p50 ELEVATION - PA'{.,• F. � co L(HS)-IOY TOTAL BAR LENGTH z Z cm LL. �AS• TAPER ENO END LOOP BAR DETAIL N9'-2"TOTAL BM LENGTH H 3 - H 21 W Ln 0 TAPER END ANCHOR PIN DETAIL 2SE KEY DETAIL V-2 VERTICAL BAR. N0.5 10 m r 0_ SECTION B-B SECTION C-C 4 ~ CONNECTING PIN DETAIL ALSO SEE END VIEW ON SHEET 1 3AR TOTAL BEND V-1 BAR VERTICAL BM.TIE BM LENGTH O• L�� AROUND THEHOLE FOR 5 1� 11 STAKE HOLE SEE ANCHOSTAKE R PIN V-3 BARS-1 AND H-2 N0.5 10 BARRIER CONNECTION DETAIL AND NOTE NO.5) (SEE STEEL LOOP BAR _ __ 5\ONAL , DETAIL AND SLOT DETAIL) V-1 - /�/i , 1 20' �0c' ENS C/y x _ _-_=---I- L-I---_I ___i---,I --�1__- H4Z 19484 -----_ ___ _ _ 1__ __ ___ __ ___�___ _H-2bH-3 � OT qrF OF SOPLAN =_-__-__ -__- -__--�_-____--__-_ ------ - -I NOTES 9`c�Ae0 JP�O r+A y-p y y-3 1. THE TYPE A TERMINAL MAY BE USED ON THE TRAILING 26/" 12,• 6 gl (TYP) PLAN BEND THE MIDDLE HOLE FOR ANCHOR PIN END OF PRECAST CONCRETE BARRIER IF THE TERMINAL IS 2y2"�rx�qT 2 /2 Y4"CHAMFER THE BAR AROUND SEE ANCHOR PIN OUTSIDE OF THE CLEAR-ZONE OF TRAVEL LANES IN THE rvJ_ /e' �"CHAMFER ��� THE STAKE HOLE DETAIL AND NOTE N0.51 OPPOSING DIRECTION. a r HIN THE V-1 BAR S V-1 /�° y s 2. CLEAR-ZONE WHETHE TYPE B N(TRANALFFIC AY BE DARE T40 PH \ {a, 5�/ - I N SPEEDS I 0�LE W + N =Z.._„ �� ry 18" \ 12" 7 SPACES AT IS"CENTERS /r AND THE AVAILABLE CABLE SPACE IS LIMITED FEATURES RIGHT O WAY o a 3„ 'YsT f7,' I�C� B CONSTRAINTS OR THE OTHER ROADSIDETERMINAL FEATURES THAT J I. IFS► PRECLUDE USING A GUARDRAIL TERMINAL OR CRASH a w 18 S0EE PENDM ` 10•q:0 6:Q. H-IN ' V 2 CUSHION. i w z r m DETAIL 1 ` ''�{.. \22.5• 3. PRECAST TYPE A TERMINAL WITH CLASS 30AF OR HIGHER O¢ / Ll , V-2 STRENGTH CONCRETE.PRECAST TYPE B TERMINAL WITH LASS 50AF CONCRETE.CHAMFER TOP,BOTTOM,AND ENDS> ..11 (MUM CONCRETE COVER OVER SEE END I I -I- ___ 24" REINFORCING STEEL. 0 7�T T �n KEY DETAIL LOOP BARS F*C om' mSEE KEY 5��� \ SEE KEY DETAIL DETAIL - ---L- I I I --_ � H43.I � 4. PIN CONNECT THE TERMINALS TO CONCRETE BARRIERS.DETAIL 4A• 2/" -----}-----}---_-{-__ {- - fi----�- 1- ��-w,-�.� -- - S. ANCHOR PIN THE TERMINALS AT THE TAPERED END.ENSURE V 3 _- __ THE ANCHOR PIN DOES NOT PROTRUDE BEYOND THEOEE SLOT DETAIL __ ___ _ _ _------. ----------- - EXTERIOR OF THE TERMINAL SURFACE. ___________________ - 1Ur3�m¢ 6. DRAWING NOT TO SCALE. END VIEW ELEVATION SECTION A-A L►B r H_3 L-►C �II�N/i' T omrc O �_ 5 2�5�2�6�� TERMINAL TYPE A ANAL ogyaz0 m ORAL ELEVATION q' ENS FNO SEE SLOT DETAIL 1 EN8 fN�V MOj oO ur w W O D}cw,os0 d q Ee tiF TERMINAL TYPE B „1°w:TsTJI. eo a ��mam� D_ a R V N sc&Es SHOWN IDAHO STANDARD DRAWING English '` R SC&ES SHOWN IDAHO STANDARD DRAWING Ei FzgliBh � N NO. DATE Y N0. DATE Y N0. DATE Y ARE FOR 11"%1]'• O N0. DATE BY N0. DATE BY NO. DATE BY ARE FOR SIP%17" BLS' O J L9 i k= W I 01-86 CB 6 12-92 MSM 11 09-10 PLR PRINTS ONLY TRANSPORTATION SigNDPRO DRAWING NO �' S B 1 01-86 CB 6 12-92 MSM 11 09-10 PLR PRINTS ONLY TRANSPORTATION F612-20 O DRAWING N0. pg q6, B Z z DB-es ce ] 09-93 S. Iz a-w RDL PRECAST CONCRETE Pj-4y, °o' �� z oB-afi cB ] 09-9} MSM lz uaa ROL PRECAST CONCRETE P�ay, •o 3 3 06-8] GB 8 02-93 MSM 1} - ROL C&1D FILE NAME: DEPARTMENT 612-20 , ,]n CALD FRE N.,. DEPARTMENT q -o - 612-20_0420.tl n ORIGIN&SIGNED BY:KEVIN SPBLAN BARRIER TERMINALS 9,I, rF OF�' J 06-8] CB B 02-96 MSM 1} 0}-19 ROL 612-20_o420.a n ORIGIN&SIGNED BY:KEVIN SABLAH BARRIER TERMINALS '� ]8 Of`� job O 4 04-89 GB 9 01-00 MSM 14 02-20 PBH DRAWING DATE: BO$E DAHO DESIGN/TRAFFIC SERVICES ENGINEER �•LANG a Oa-89 GB 9 01-00 MSM Ia 02-20 PBH DRAWING DATE; BASE IDAHO DESIGN/TRAFFIC SERVICES ENGINEER �.LANC w w i 5 01-91 GB 10 12-04 MSM NOVEMBER 19]4 SHEET I OF 2 5 DI-91 CB ID 12-04 MSM NOVEMBER 1974 2 OF 2 imp Y m�mol jOZKh O 3 2"MIN. • SPACING Z Cfv D 2'-0"MAX. n tlH I�IL' •b 31/" -2 H-IB -W'A CONCRETE TABLE y 1/2"NO MACHINE BOLT 3„ fa NOMINAL CONCRETE(C.Y.1 AF1 Bt1 6"•D�26 W/NUT AND LOCK NUT I� ;I 3 it l U) oSEEBEVEL DETAIL � �. B-4 H-IB � SIZE WING6 f~ SEE 8-4 DETAIL H- DIA(IN.)BCKWL.FLOOR LIP TOTAL CI) J_ ,V �- _ 12 2 B-4 •li. 6" .' - A_ i- G-TA l5 0.3 0.3 0.1 0.7 J 0 Gi I BMS I v. 18 0.4 0.5 0.2 1.1 W a ~ i o i -)r � --- 1-- - a 21 0.4 0.5 0.2 LI Q 1 METAL REINFORCEMENT TABLE _ <_ F� 24 0.5 0.6 as 1.3 m � � Q _0__Q___� 3"MIN. w Q;° MARK LOCATION 51 SKETCH of 3 3I 3 L' JI n rL 330 6 10.8 10-8 0.2 2.8 � J __ _ •i _L_ 42 1.3 1.3 0.3 2.9 >1 B-4 DETAIL Q Q F-1 FLOOR NO.1 i KEY N BEVEL(SBE NOTE L) -' 'T •'•T'� - ,K °'. °;7•,a METAL PIPE 7 SECTION C-C "' a'. a a•,p• ELEVATION I N0.5 b BEVEL DETAIL) m �•,'J•at"-'J i'�•J m i„1,•,i��• r TOP 6 BOTOM OF C�1 O� Q _I CONC.PIPE L-1 INLET LIP IN NO.4 2•'MIN. •b ADDITIONAL BMS NEEDED WHEN M Q i FLOOR �C� H-IA SPACE IS GREATER THAN 2'-0" LL W a H-IA HORIZ.IN TOP WING WALL 6 IN NO.4 y GRATE DIMENSION 6 MATERIALS TABLE w O =a / \ NOMINAL IN INCHES U •� • MA%. ♦ SIZE DIMENSIONS BM SIZES 0 Lu FLOOR BACK WALL Q � I I �� � �"q•� SPACING 4 B OIA(IN.) p' •e% Y Z B-1 B-2 B-3 B-d AF1 B{I F��'1 F'•-'1 •b W-IC A F-Ia 12 12 19 4 29 18 Ix 4 l x. 1.zl 4x lz 19 Lz W c 1�1 BEVEL(SEE NOTE HORIZ.IN WING S-�� _ - 15 I51 24 391 24 Ix 1 x 1 zl x Iz x9 !,� ELEVATION SECTION A-A SECTION B-B NO.5 4 BEVEL DETAIL( WALL BETWEEN PPEI ; ; 16 B 28 46 29 Ix 4 1 4x 4 1 4x1 4x z 4x9 V () ¢ H IB PAIRS ONLY) N0.4 rW-1A�- '/Kr _-- -�-1 'I 24 225 373 66 405 Iz l x 4 1 zl x lz x9 (n I O t4 mod'/�' "� 2'•MIN�--� 0 31 d6 81 50 1 x 1 x 1 zl x 4 1 x x9 J LLPLAN •b MAX.MA 2' 36 38 56 98 61 I x I x 1 zl x I z x9 J U w BAR LOCATION DETAILS 42 441 65 116 7z 1 x zl x z1 xz x z x x9 Q O D6 i PPE WIDE OF �° •c ALLOW N••-l"EXTRA BM LENGTH FOR HOLE FMRICATION LL_ F M W-IA BACKWALL. N0.4 �'[z� 5 FLOOR,a HEADWALL DIMENSION TABLE W U 1 A CENTERED ON INLET LIP y0 NOMINAL NOTES z Z W 6"•D/24 INNER BARS SIZE IN INCHES W q D,24 B-} O cC DIA(IN.)D/24 A B H L M N P 0 U V 1. THIS HEADWALL SHALL BE USED ONLY WHEN PROTECTED Q _ _ IN FLOOR,G BY GUARDRAIL OR INSTALLED OUTSIDE THE CLEAR ZONE. a >____-_-_-ra`� N� p T - - W"18 INLET LIP N0.4 q0 12 l3 20 21 24 25 21 27 22 IS 53 = CD n r�-� o B-1 IS I6 4 23 24 28 28 24 30 26 18 62 2. CAST-IN-PLACE HEADWALL. OHALL CONFORM TO SECTION cf)Ul^) C • e+ 18 19 25 27 33 31 2] 34 30 21 71 STANDARD IN STRUCTURES, OF THE CURRENT ITD n z LJJ U TYP.40• `�� o KEY DETAIL _ STMDMD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. O z SEE KEY DETAIL N FLOOR,6 21 22 28 30 4 37 34 30 37 35 24 a0 W O 1"TYP. _D. W-lC INLET LIP N0.4 3. THE METAL REINFORCEMENT SHALL BE NO. BMS.ALL =O a //- ------- " 36 11 339 42 4 447 58 458 447 541 56 37 4 88 4 REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE i� 6"TYP. x ISOMETRIC VIEW 4 106 E%aTH OF 2"AND 3"MINIMUM COVER 1F CAST AGAINST B-2 fTYP.I VERTICAL IN 123V O U EVE HEADWALL TOP I� (TYP') Y 8-2 SIZE(TYP.) L-2 FLOOOR.&INLET NO.4 42 1 45 47 53 67 571 53% fill 64/ 43�/ 140 4 4. ALL EDGES TO HAVE Y4"CHAMFER OR TOOLED EDGES. w z METAL REINFORCEMENT TABLE 5. ALL PIPE CULVERTS WITH A CONCRETE HEADWALL SHALL cr_ Q IQi B A B 0 HAVE THE INLET HEADWALLS BEVELED.USE ENTRANCE P•r \ PIPE c El" SHALL BE EQUALLY SPACED IN GRATE NOMINAL PIPE SIZE DIAMETER(IN.) LOSS COEFFICIENT K.-0.2 FOR BEVELED ENTRANCES. U V \ L NOT TO EXCEED 8'CENTER TO CENTER VERTICAL IN BM 12 15 18 21 24 30 36 42 fi. THE METAL FOR THE CRATE SHALL MEET THE JJJ... D/4 OR LESS THAN 6"CENTER TO CENTER. W-2 WING WPLLS N0.4 NO.LGTH. NO.LGTH. NO LOTH. NO LGTH. NO LOTH. NO LOTH. NO LOTH. NO LOTH. REQUIREMENTS OF ASTM A 36.WELDING OF THE METAL PLAN 4 F-1 1 35 1 611 1 69 1 531 1 58 1 70 1 83 2 79/l09 GRATE SHALL MEET THE REQUIREMENTS OF THE 2 64 2 76 2 87 2 104 2 112 2 135 2 I58 2 1 22 AA ERICAN WELLING SOCIETY Dl ONLY WHEN FOR INLET INLET GRATE DETAIL H-IA -Ti 2 25 2 30 4 34 4 38 4 43 4 52 4 58 6 67 HEADWALLS WILL BE REQUIRED ONLY WHEN SHOWN ON m w THE ROADWAY PLANS.GRATES NEED NOT BE 21L-1 2 69 2 59 2 67 2 76 2 86 2 102 2 Il9 2 136 PAINTED OR GALVANIZED. FILE: 60-20-088_SG_C-215X a BEVEL DETAIL L-2 2 19 2 19 2 19 2 19 2 19 2 19 2 19 2 19 7, USE CONCRETE,METAL,OR PLASTIC PIPE WITH HEADWALL JUB PROJ.N:60-20-088 U a: W-IA 2 6l 2 68 2 74 4 2 81 2 87 2 100 2 114 2 127 (CONCRETE PIPE SHOWN ON DRAWING). z W-lB 0 N/A 0 N/A 0 N/A 1 49 1 53 1 59 1 62 1 68 7. NOT TO SCPLE. DRAWN BY:kp mw cAT I'D, a INEER4 W-IC 0 N/A 0 N/A 2 34 2 35 2 36 2 40 2 43 2 67 c):NITI e'er NEER• DESIGN BY: 469 c Q cv�)wW1$1p1p ISEg6, W-2 6 25 6 28 6 32 6 35 6 38 6 46 6 51 6 57 mjy�1°wo1 s�J.. 1SEq CHECKED BY: ##M CE O TOT.WT. 32 IDS. 37 IDS. 49 Ibs. 58 Ibs. 62 Ibs. 78 Ibs. 89 Ibs. 113 Ibs. 90�°.la°ro <,�h �C C'°Og •4, ly Og y, ONEINCH ro O N 2 O q 2 4i 4 STANDARD DRAWING REVISIONS STANDARD DRAWING a j SC&ES SHOWN IDAHO Engl....NO S SCALES SHOWN IDAHO �inglWING NO . AT FULL SIZE,IF NOT ONE N0. GATE BY N0. ppiE BY N0. DATE BY ppE FOR 11"X 1]" ORIGIN&SIGNED BY:LOREN THOMAS O N0. DATE BY ND. DATE BY N0. DATE BY ME FOR 11"%1]" ORIGIN&SIGNED BY:LOREN TROMPS O 02-6a fi 12-92 TMR PRINTS ONLY TRANSPORTATION STANDMD ORAWINC NO 't y4' / RI 1 02-fi4 fi 12-92 TMR PRINTS ONLY TRANSPORTATION STANDMO DRAWING NO t •¢ 2 02-fib ] 10-01 MSM ASSISTANT CHIEF ENGINEER IDEVELOPMENT) CONCRETE HEADWALL os/ ASSISTANT CHIEF ENGINEER(DEVELOPMENT) CONCRETE HEADWALL s< J 09-68 8 of-0s MSM CAAD°z°osose"�' DEPARTMENT DRICN&SIGNED BY:sTEven HurcHINSLN FOR SINGLE PIPE CULVERT 609_2 /'rE FS z oz-6B ] fo-o1 MSM o/�' LAST UPDATED:e/21/2023 C' o `apQ" 3 09-68 8 of-os sM so9 z_Foiosa"� DEPARTMENT ORIGINPL SIGNED BnSTEVEN HUTCHwsoN FOR SINGLE PIPE CULVERT 609-2 .y/'rE of`aEe _ a ID-69 <F v CF v SHEET 37 DRAWING DATES CHIEF ENGINEER ORD W'"• 4 10-69 DRAWING DATES CHIEF ENGINEER DRD M�`' 5 03-92 MSM APRIL,1981 ROSE DAHO SHEET I DF 2 5 0}-92 MSM APRIL.1961 BASE IDAHO SHEET 2 of 2 U TITLE C_220 a c �J I J-U-B ENGINEERS,INC. �•f 12'MAX. >T WITH ii �- t RO)WAY HEX NUT 1, WASHERS. 3 Z O EDGE OF NORMAL SHOULDER 10 REO.PER GATE o _ ;Ch SEE GATE ARM ow Q M GUIDE DETAIL VI OQ N EDGE OF TRAVELED WAY II 2' I CAST ADAPTER FIBERGLASS ALTERNATING RED AND I LLI Y f7 O 5"%2%"ALUMINIUM GATE MM WHITE REFLEX-REFLECTING W 0 n ALUMINUM EXTRUSION MATERIAL.VERTICAL GATE M SECTION Z 00 SLEEVE INSERTED STRIPES AT I6"INTERVALS LUMINAIRE POLE INTO GATE ARM FOR (SEE NOTE NO.7) COVERING ENTIRE GATE ARM. �I� N 3 GATE ARM CAST ADAPTER (SEE NOTE NO.10) V 0 IE SEE GATE ARM DETAIL PIVOTING AND TELESCOPING LLI Z O GATE ARM SUPPORT m L_n C d GUIDE DETAIL PIVOTING AND TELESCOPING �"X 8"HS PIVOT r GATE ARM SUPPORT(TYP.) BOLT WITH HEX NUT TWO-WAY HIGHWAY INSTALLATION &2 WASHERS toy".. GATE ARM DETAIL Q GATE REQUIRED) SEE PIVOT SLEEVE DETAIL CAST ADAPTER 1%" _ 7Y" I fie" LUMINAIRE PADLOCK IN PLACE 3%"M 1Y4"HS BOLTS WITH g 04" 3" 3Y4" POLE(TYP.) WHEN GATE IS RAISED O HEX NUT&2 WASHERS I (SEE NOTE NO.9I _ V&"DIA HOLE(TYP.) NOTES TONAL �•D' SEE GATE * �59 ENS 4, ARM DETAIL SECURE EVIS TO PIVOT Y 1.ENGINEER WILL VERIFY THE LOCATION OF THE ROAD CLOSURE GATES 04 1\G BO y� AS DIRECTED BY THE ENGINEER GATE ARM WITH CLEVIS AND CLIP SEE PIVOT SLEEVE DETAIL _ o- BM 3"%'/"(TYP.) AND MOUNTING HEIGHT OF THE GATE MM PIVOT. Q- F N'TNIMBLE KIT OR C 9 SIMILAR METHOD BM 3"X'/"X 101/2" 2.HEIGHT OF GATE MM GUIDES MAY BE VARIED AS REQUIRED FOR 194$4 ENSURING THAT CABLE WARNING LIGHT CLEARANCE. 6' VARIES IT TYP. IS PROTECTED FROM HMDHOLE COVER WITH SECTION A-A TYP. SHLD. TRAFFIC LASE 11 ABRASION OPENING FOR WEATHERTICHT U-BOLTS NOT SHOWN 3.USE 7 GAUGE ROUND STEEL LUMINAIRE POLES WITH A UNIFORM TAPER. I—t ROADWAY ELECTRICAL RECEPTICAL sty TgTE OF (pP��CO 11 TACK WELD NUT 4.GALVANIZE STEEL LUMINAIRE POLES,MAST ARMS,DROP GATE PIVOTS, EDGE OF NORMAL SHOULDER TO SHAFT SUPPORTS,GUIDES.AND HARDWARE. REINFORCEMENT j FIBERGLASS RIM WITH 8.PAINT EXPOSED BOLT THREADS WITH TWO COATS OF ZINC RICH PAINT m GATE ARM WORM GEM WINCH WITH ROUNDED CORNERS BM 3"%'/" CONFORMING WITH THE REQUIREMENTS OF ASTM A780,AFTER ASSEMBLY OF • n EDGE OF TRAVELED WAY 7.32"CABLE.2000 LB. 8�" X 30"(TYP.) ROAD CLOSURE GATE. "o SEE PIVOT ASSEMBLY DETAIL SINGLE LINE VERTICAL LIFT CAPACITY(MIN.). 4"THREAD A4, 6.USE BOLTS CONFORMING TO ASTM A307,GRADE A UNLESS DESIGNATED w FIELD WELD OR DRILL it All AS HS(HIGH STRENGTH),THEN USE BOLTS CONFORMING TO ASTM A325. MOUNTING PLATE FOR a WINCH INSTALLATION. 7.USE FIBERGLASS AND ALUMINUM GATE ARM AND CAST ADAPTER. GATE ARM (SEE NOTE N0.8) Q 4"X B" HOLE `. 3�.R BM 3"% B.USE WORM GEAR WINCH AND CABLE. i.¢w O TYPE C FOUNDATION ¢ (SEE C F ow FOUNDATION '/."X 3" 9.WHEN THE GATE IS FULLY RAISED,ENSURE THAT THE NUT AND WASHER I-7-C-1&I-7-C-2) 8 EMAWAY 3%"R 0 !. ME PLACED SNUGLY AGAINST THE OUTSIDE OF THE REAR CHANNEL AN a w w d 10 a BOTTOM OF POLE I SUPPORT COUPLER 3• 7•, PADLOCK IN PLACE.SUPPLY ONE HEAVY,WEATHERPROOF PADLOCK WITH 2 0 r m¢rc Q BASE PLATE BAR 3"X'/•• KEYS FOR EACH GATE ARM PIVOT.FOR PAIRED PIVOTS(DIVIDED HIGHWAY), m TYPICAL LOWERED POSITION TYPICAL RAISED POSITION ENSURE PADLOCKS ARE KEYED ALIKE. "mom' > BAR%t'X 22"WITH 2 >a V a HE NUTS&2 LOCK A�J 10.IF THE GATE IS INSTALLED ON A ONE-WAY HIGHWAY OR RAMP,THE p vi w- ELEVATION DIVIDED HIGHWAY INSTALLATION \ WASHERS-2 RED. RETROREFLECTORIZATION MAY BE OMITTED ON THE SIDE OF THE GATE �zkm FACING AWAY FROM APPROACHING TRAFFIC.(2 GATES REQUIRED) TYPE C FOUNDATION m DIVIDED HIGWAY INSTALLATION SHOWN (SEE STD.DWGS 6" 10" 1-7-C-1&I-7-C-2) 11.NOT TO SCALE. -+m QOm¢ O F_ 0PIVOT ASSEMBLY GATE ARM GUIDE DETAIL Pp46,�0 P�y ooiww� > o REVISIONS DESIGNED SCALES SHOWN IDAHO PROJECT N0. dd-001 En li8h P p p�p� REVISIONS DESIGNED SCAESSHOWN IDAHO PROJECT N0. dd-001 En lish P p 0 m� NO. DATE BY DESCRIPTION ARE FOR IV X 17" p J =w N DESIGN CHECNEO COUNTY ! NO DATE BY DESCRIPTION DESIGN CHECKED ARE FOR 11 X 17 COUNTY PRINTS ONLY TRANSPORTATION '� Q•G PRINTS ONLY TRANSPORTATION DRAWING CHECKED dd- DRAWINDETAILED CADO G DATE; DEPARTMENT ROAD CLOSURE DROP GATE KFY NOMBER Q�V 0��� DRAWINCDETAILED CHECKED o�w Nc oATE.1ADD FILE NAME DEPARTMENT ROAD CLOSURE DROP GATE Kcr NuueFR �Q�" oy'(� r�w�o KU, 122 SHEET 1 OF 3 G SHEET 2 OF 3 G =m Y s� m�my3jrc j OzK0 O Z 3 CS m SIDE PLATE PIN-BAR 1%i'X 0'r" (n 0 �/ TYP. "DIA.HOLE FOR J / /. R TYP � DIA HS PIVOT BOLT� WINCH MOUNT %"DIA.HOLE FOR%.. FRONT CHANNEL > J o REAR CHANNEL C 6 X 8.2 X 14" / TYP. 0 A.HS BOLT(TYP.) - Q Q MC 10X28.5X9/, — < LL wFRONT CHANNEL Q MC 10%28.5 X 9�/" Typ All SLEEVE Q z PIN BRACE-PIPE 2 1. = � ! J ( SIDE PLATE DOUBLE X-STRONG X 4" i-f _��' I1%s"WALL THICKNESS(TYP.) ...TTT"'Ill O SECTION C-C SECTION D-D Lu O LU SIDE PLATE Q Q y B SIDE PLATE REAR w C 2"R(TYP.) G. D D CHANNEL 1"X 5"SLOT tJ Q w y FRONT CHARNEL CID _ J DIAL HOLE IN SIDE J " CHANNELPLATE ANS P.) %"X 2"BOLT WITH HEX - NUT&�' DIA HOLE IN - Q O LLI DE PLATES SLEEVE 0 3 EO.SPA m LL 0 $$�� ° w '/p"X 14"X 31. _ PIN BRACE WELD NUT TO SLEEVE. 0 (TYP.TOP&BOTT.) L.I.. l 1 1, _ 11i"DIA.HOLE �i/2� ?"%3"HS BOLT `J FOR PIN WITH HEAVY HEX S.. %•DIA HOLE FOR z C) 4 Y4"X 4%"BOLT WITH NUT&2 WASHERS WINCH CABLE CLEVIS O o HEX NUT&WASHER. S' WELD BOLT HEAD TO SLEEVE. PIN (TYP.) 10" Q o DRILL BOLT TO ACCEPT PADLOCK. m /2 2"R SLEEVE-PIPE 8 STD O Z CC U - (TYP.) (SCHEDULE 40)X 34" - a - - (�s"WALL THICKNESS) -„ i SECTION B-B =O ^ — U) N Fwu a m a REM CHANNEL B 14" 10 w WINCH MOUNT U FILE: 60-20-088_SG_C-216X m U r JUG PRO.N:60-20-088 DRAWN B SIDE PLATE DETAIL Y: # m PIVOT SLEEVE DETAIL p&+`E� �y DESIGN B: kR c 0 Q�U \\ CHECKED BY WOW C1i ONEINCH m REVISIONS DESIGNED SCALES SHOWN PROJECT NO. dd-001 g Q ` `p AT FULL SIZE,IF NOT ONE IDAHO En lish P 1 a n N0. GATE 1 BY 1 DESCRIPTION ARE FOR U"X IT' n DESIGN CHECKED PRINTS ONLY TRANSPORTATION GD(w+TY ((�, p(A G� aa-oo1.a. ROAD CLOSURE DROP GATE KEr NU BER Qw �y(�J SHEETLAST ATED:6izvzoza DETAILED CAD.FILE NAME DEPARTMENT , -f'S�R DRAWING CHECKED DRAWING DATE: SHEET 3 OF 3 Gp V V .6 a Q TITLE C_221 c J-U-B ENGINEERS,INC. 1 +68 1 +75 2+00 z r 3570 3570 3570 3570 3570 3570 j M v cf) a M v cm L1J Y 000 ri o LLI �p n Z Z (75N 3 _ LL c LLI > C 0 3560 3560 3560 3560 3560 3560 T ~ N u]... Imo... O) O SS,ONAL FaENS ENS rKJ Oi if7 OM [O LO LO 00LO WLr. O� (MO n O i v j"J I '� o T'a o"' �' roa O:; ooa 19484 3550 p 3550 3550 O 3550 3550 LO"��M M 3550 °yF TF of oP�S O O w O O w > yy� i��i W lgEA �P 'j-i tLw a JJ W �'�{ IWi J L`J WO W uJ UU OL�i OW Ow Li J / \ 0 a J J J J W W a 2.00% u sa U --- 2.00% --- ---- 2.03% 2.00% ---- a --- 2.00% 2.00% R w i J UOOmy m w -----< 3540 3540 3540 3540 3540 / - 3540 o N<o / -Y- - >azJa / �iw y r a o0.¢ O / $ w�N�: > z m0LLm 2 0 o- 'oo o� rc���zF 0 Q ik'o w 3530 530 35,30—40 40 40 3530 3530 530 ��� —40 —20 0 20 403 -20 0 20 — —20 0 20 403 �wN=Q �w� Y yrcmwa 'ozrcw z 2+25 2+50 2+75 3570 3570 3570 3570 3570 3570 J) J o } J Q Z 0 Q — 3560 3560 3560 3560 3560 3560 0 Z Lu F ILL w I-a 00 Lu ir y < H_ U)� U O LLLL N 03 Cn O r- 0' O N J Z U Z w 3550 o O Oo O 3550 3550 O— � M 3550 3550 3550 Q O Q O i M M 0 M M r7 O Imo, O DO O O000 GO iA O N Lu no _ W ... .._. tlJ_.. O�I �... I O.. M Z_ ZD a Op w O O=/Jo Ow OW > (n �(n o� 0 to �d a(_ -j L)C) UU ww OW O Uw Lew U)W w _ J J d d _ E J '- - O Z Lia 6.2S..a UU WW /— d OW OW OW �� I = O cn 07 y 3540 3540 3540 3540 3540 J J U U w w /✓ 3540 Lu L�.2 5�.2 ——— \ 2.00% 2.00% FILE: 60-20-088 5G C-307X I I / JUB PROD.#:60-20-088 / DRAWN BY:w. ## DESIGN BY: ### g o 3530 530 3530 3530 3530 530 CHECKED BY:### —40 —20 0 20 403 —40 —20 0 20 40 —40 —20 0 20 403 ONE INCH a j AT FULL SIZE,IF NOT ONE INCHSCALE LAST UPDATED:9/28/2023 n N 8 SHEET 39 a.6 TITLE C-30 i o I J-U-B ENGINEERS,INC. 3+00 3+25 3+50 z 0 T 3560 3560 3560 3560 3560 3560 — aJ o I'll Q co W 00 cm cri o LLI Cz �p co n Z a N 0, Z _� c ° N LL c w > C L 3550 3550 3550 3550 3550 3550 r N M � n M a0 _..._ _._.... _.0�.. _._... �_ _ OM.__. _._._. __._.. _ _..._ _._... _..._ _..... 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j M v (A Q c) v W Y 000�CL ai o W c6 0 n `-' Z �(6 o CD cm Z Ltco LL c W � c r 3590 3590 3590 3590 3590 3590 T ~ N M a¢C T FmS�\\T OENA L\�F�P4 � NS p �oC � iE CDon I 0 It o co n 04 Lo _ 19484no � 0n M r7 �h O h o � o M cn^� M OM O Op co 3580 w M 3580 3580 \ � 3580 3580 3580 OF w1- W lSA L J �J �w J J �JOW O L eww O O�� y mA O w 3:3: O W O w O w O w O w O w m o d a 2.00%�o_2.00% w w _ ° o a 2.00% 2.00% w w _ _ m o d a 2.00%-�0 2.00%_ w w 0 v O 3570 -/ 3570 3570 3570 3570 3570 o�owm 'm o,anw=a -r w�waz m F m z ¢ O_ �Q�iKo w 3560 3560 3560 3560 3560 560 �033 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40' >�50 �wNoz ��= Y m o!mwrc HHz. o z 67+50 67+75 68+00 3600 3600 3600 3600 3600 3600 3 J 61 0 Z Q w 3590 3590 3590 3590 3590 3590 Q Z w cc L.L O wQ LLJ Uo Q} �� H � c �__ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ M C)'�: oco o r- �^ o� °' C) o� oo CnU 0W LLN� C)� � �wJ o ow�Ld J w _ J Z Uo o � O� � or o3580 o 3580 3580 3580 3580 3580 n o w w w Q 0 w w w oo w w 2 W C� 0 wJ w w w O O w Ow w O w O w O w Ow ZM o o o ° a-0- ��°2.00% 2.00% ww 200% 2.00% ww % 2.00%2:00 ww CA Cn �— f— —► - U — O �C) 3570 / 3570 3570 / 3570 3570 _-_ 3570 w Cr U FILE: 60-20-088_DR_C-313X tJUG PROD.#:60-20-088 O z DRAWN BY:qp DESIGN BY: WW o 3560 3560 3560 3560 3560 3560 CHECKED BY:kkM - -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 ONE INCH a j AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/28/2023 SHEET 62 o� TITLE C-324 a c �J J-U-B ENGINEERS,INC. 68+05 _ z � 3600 3600 j M v (A Q c) v CC W Y 0�� ai o W c6 0 n `-' Z �(6 o CD cm co L c W L� c r 3590 3590 T ~ N SS\ONAL F4C O 4 CIAp a A h O ID ro Ln 19484 Ln o 7 3580 J j" o`0 M 3580 cyF4s 0 co oLu Lew Lew Lew J O W 00 J--2.00% 002.00% ww __/ _ _ QJ w `x / D"Narc a 3570 3570 mom° y'6 wz o,z �Noomrc 4 ozxwwz w woLL'a O_ � a KU HW U � j N Q KxOLo K2 0 z 3�3 3560 3560 40 —20 0 20 40 >��o �wRoz ��= Y m o!mwrc 'oz'o°, o z o J �J �� Z 0 O w LL p0 wo Q} U)a DC F- uJ O w 0U)i C �W ¢ J U Y W zo L¢L O <0 x °x 4 pc o _ ir U VJ V, Oz o _0 c U a w IIr U FILE: 60-20-088_DR_C-313X tJUG PROD.#:60-20-088 U z DRAWN BY:qp DESIGN BY: WW Q CHECKED BY kkM U ONE INCH a j AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/28/2023 SHEET 63 o� TITLE C-325 a c t KEYED NOTES NUB TRAFFIC CONTROL SIGNS TYPE B 9 SF STA: 1+58.63, 10.50' R J-U-B ENGINEERS,INC. 9 SF STA: 1+59.17, 10.69' L 9 SF STA: 18+94.43, 7.01' L Z (D m I 9 SF STA: 18+95.07, 7.49' R > M 1103.4.1.C. TRAFFIC CONTROL BARRICADES TYPE 3 Lu Y oo cm E W � O cl n a R I / 1 EA STA: 1+58.63, 10.50' R Z CL 00 0 100 200 1103.4.1.B.1 (1) '—N O 1103.4.1.C.1 m I 1 EA STA: 1+59.17, 10.69' L (� >N a 3 E 1 EA STA: 18+94.43, 7.01' L W =Lz ALL SCALE IN FEET (2) BARRICADE // o � �_ 0 TYPE 3 I �� \ ,__�/ T f 1 EA STA: 18+95.07, 7.49' R m 3 a ROAD * e / �/ I SP-3005 PORTABLE CHANGEABLE MESSAGE SIGN T ~ cLoseD N HR N: 436939.76, E: 1633157.35 (R11-2) Qo P yOx 1� 4r_} J x99 �C S,ONAL F �O ENSF��iyc 19484 A yF4SEA ,p�F 65+ 0 IF --- ' '� �� LEGEND 'gw8 // 1 �o p � b do �: �p Xis ® WORK ZONE �5Mtzo ti P_- 55 0-0 �A _<�EP���� EP— 60+00 �p� �g _ a —EP +00— , q \� w/� EP—+_—E�_ --EP _—EP _—_ ---- CHANNELIZING DEVICE 'o,°���� F,o\\ \ // i ———EP—————EP—— •.;r ■ CANDLE) p o k o w i 6e i e i ❑ �Ea i i �w30, �� I � � SIGN ��w'oz --EP—'/ wlxa TYPE III BARRICADES o w o ircrc Y .1w ^.r.rt... � to ve,�. ••.. °'-..�~�•. -.��. ,.. -.ozrcw z •,;,. LL III�CJ _ ,i �a �� ��,..-. s� , a �'�S"s,a PHASE 1 ROAD 1103.4.1.B.1 1#y J 1103.4.1.C.1 _ - ' '� �, WORK AREA (2) BARRICADE I < LL TYPE_3 oo ROAD - -- z 0 CLOSED 0 z �� w (R11-2) $ .=�` LL CE jar ,,,t. -, J z LL LL Ir o s Y7_7 LL Q uj 0 Cc Cn U) Lu 4 4 ' VARIABLE MESSAGE BOARD 5 "z ROAD WORK ON SHOSHONE ' s& �' NOTES: FALLS GRADE. BE PREPARED ? ' FILE. 60-20-088_SG_TC-101X > TO STOP 1. SIGN SPACING MINIMUM 100 LF. JUBPROJ.#:60-20-088 z rr m 2. ADJUST SIGN PLACEMENT TO FIT SITE CONDITIONS. CONSULT ENGINEER ON DRAWN BY:SMC C i SIGN PLACEMENT. DESIGN BY: CKJ ° • 3. CUSTOM SIGNS: CHECKED BY:TAB 2 J i ONE INCH 3.1. SHOSHONE FALLS PARK CLOSED FROM ___ TO AT FULL SIZE,IF NOT ONE 3.2. PLACE SIGNS AT FALLS AVENUE AND CHAMPLIN ROAD INTERSECTION, INCH N ONE IN EACH DIRECTION ALONG FALLS AVENUE AND ONE ON LAST UPDATED:9/28/2023 CHAMPLIN ROAD. SHEET 64 g o m TITLE TIC 101 KEYED NOTES � NU 1103.4.1.B. TRAFFIC CONTROL SIGNS TYPE B I` I 9 SF STA: 1+80.67, 18.34' R J-U-B ENGINEERS,INC. \ I I 9 SF STA: 3+24.38, 11.65' R � 1 1 9 SF STA: 4+71.67, 10.46' R Z_ c 9 SF STA: 6+56.12, 37.37' R > M v 9 S F STA: 50+98.41, 3.12' R X y 000 N E LU 9 SF STA: 68+10.11, 8.13' R LLU c0 �� Y CL � 0 100 200 9 SF STA: 68+14.19, 20.99' L Z N N 3 1103.4.1.C. TRAFFIC CONTROL BARRICADES TYPE 3 Z L �LL SCALE IN FEET L1J II / 1 EA STA: 50+98.41, 3.12' R —EPA r 1 EA STA: 68+10.11, 8.13' R r F— PORTABLE TUBULAR MARKERS N 58 EA STA: 51+00.00, 2.01' L TO STA: 68+23.37, 2.00' L 1103.4.1.B.1 / S\ONAL FN +fit �kP /� \,SNSF O J!� � G 19484 OF�OP��S $ % �� F�SEA W20-7 1103.4.1.H.1 END TUBULAR EP.moo a f / / MARKERS 4 65+00 — � — 1 03.4.1 B.1 o F N Q w a 3 a \ \` 1 103 4 1 C.1 a o J o m BARRICADE LEGEND �uw3 / o / \ / km TYPE 3 �a � 1 ROAD '+ �10 z F4 /� � / 1 v�V / ®AI cLosED ® WORK ZONE ti z (Rl 1 10 3.4.1.B.1 A // � u© � /// � CHANNELIZING DEVICE a �a / (CANDLE) rc°L'o w apt / _ P----- � / CEP--'-- � �y , .N � '��J! ,- .: � s r —� SIGN �WNoo // EP 55+00_ EP—_-- EP —��� t =wl— N / � �� TYPE III BARRICADES �8 o w o h . . . .do / -.ozw —EP W20-7 / / 1107 A 1.H.1 6 BEGIN TUBULAR77 PHASE MARKERS AT 30' 7PHASE 2 ROAD y WORK AREA hx� /cp SPACING J J Q < a + w BARRICADE LL Z_ 1 103 4 1.B.1 TYPE 3 ROAD Q w 1103.4.1.B.1 CLOSED BE LL y S T PREPARED Lpu O— O 10 .4.1.13.1 , " TO STOP Q ONE LANE oo z N ROAD w Q ROAD AHEAD W3 4 ��'' ': $ ,. U U U cn y WORK ' = - 'a,A - J U= W AHEAD '" ..e s. J O O_ W20-4 ?t' Y Q _ LL Q _ W DE 0 W20-1B z z ZD 0 Cc m O z > C/)U W �w 42¢4 i U " _ FILE: 60-20-088_SG_TC-101X i e JUB PROJ#:60-20-088 DRAWN BY:SMC - ti-4�•'s tc DESIGN BY: CKJ a o `'" - ' CHECKED BY TAB -R ONE INCH NOTES: AT FULL SIZE,IF NOT ONE INGSCA LAST UPDATED 9/28/2023 V 1. SIGN SPACING MINIMUM 100 LF. a •+ 2. ADJUST SIGN PLACEMENT TO FIT SITE SHEET 65 CONDITIONS. CONSULT ENGINEER ON SIGN - .' . o� � PLACEMENT. TITLE -- .�m>rl �. � ,r ' TC-102 9 KEYED NOTES —0--- ®i/1 j 1103.4.1.8. TRAFFIC CONTROL SIGNS TYPE B ��•� / II 9 SF STA: 1+80.67, 18.34' R J-U-B ENGINEERS,INC. 9 SF STA: 3+24.38, 11.65' R 9 SF STA: 4+71.67, 10.46' R Z_ O 9 SF STA: 50+98.84, 8.04' L > C`') 9 SF STA: 51+05.21, 12.31' R w Y 00 cm EE 9 SF STA: 68+04.88, 17.58' R LU �� n 0 100 200 1 9 SF STA: 68+09.88, 9.39' L ♦Z♦� vi o I V i� 7 N ?i 1103.4.1.C. TRAFFIC CONTROL BARRICADES TYPE 3 Z cLc ca SCALE IN FEET Lu0 I I 1 EA STA: 50+98.84, 8.04' L m 1 EA STA: 68+09.88, 9.39' L r F— I � EP, I 1 103.4.1.H. PORTABLE TUBULAR MARKERS N 58 EA STA: 51+00.00, 1.99' R TO STA: 68+23.37, 2.00' R —ER—�\ S�oNAL F BARRICADE I // oe5 �ENSFo�y x / TYPE 3 a v ROAD Q° 19484 - CLOSED � r a �Ox10 (R11-2) ( cyF4SEA m o� 1103.4.1.H.1 END TUBULAR °e F MARKERS c2�awi awzwo d o'-%w� a ".o w. 65+00 m LEGEND 'ga J8 +1® �� ��L p--- 1103.4.1.B.1 0'§a�< woma WORK ZONE �5waz° 0,n > z PHASE 3 ROAD / WORK AREA �// CHANNELIZING DEVICE oso?o� �oFFz� © /F. (CANDLE) i020LO'o 0 f� // <w�r3 O--O V ..`s;� 60+00' SIGN >w'o Bpi W20 7 �w.wl 1103.4.1.C.1 55+1 _e� 4 � —EP--�� :-e,.e+ N� EP wN, BARRICADE // \ a•'' // //� Ep � -- �...� / TYPE III BARRICADES 'o°zrc°w TYPE 3 / �e / / /� e u z CLOAD OSED / // 4"1 '-� r;__ ` _s d/�, y (R 1 1-2) � y�BEGIN TUBULAR '-,.MARKERS AT 30' J / SPACING < d3--- —d3==_EP < LL + — 1103.4.1.6.1 z o a 1103.4.1.8.1 O w LL j 1103.4.1.B.1 BE . Lu O U PREPARED } 0 1103.4.1.B.1 Q H x$ TO STOP ; I= Z m w. ONE LANE 0 Lu x ROAD r U U yROAD AHEAD W3_4 W20-7 U) U Q a WORK J Z 0- LL 0- AHEAD Q O LL o W20-4 LL Lu 0 w W20-1B' '- Z Z ~m - $ .. O Cc W O Z O U U _ 1 Lu z U FILE: 60-20-088 SG TC-101X JUB PROJ.#:60-20-088 4i DRAWN BY:SMC r z m w DESIGN BY: CKJ U .. CHECKED BY TAB 2 NOTES. ONE INCH AT FULL SIZE,IF NOT ONE INCH V m =� 1. SIGN SPACING MINIMUM 100 LF. AST UPDATED:9/28/2023 � 2. ADJUST SIGN PLACEMENT TO FIT SITE SHEET 66 * CONDITIONS. CONSULT ENGINEER ON SIGN r PLACEMENT. TITLE TC-103 aoY, `a r