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HomeMy WebLinkAboutRockRemoval Plans_9-28-2023 nners Ferry CITY OF TWIN FALLS San point Post Falls :90 OeUogg 'Alene SHOSHONE FALLS GRADE St.Varies Orofino ROCK REMOVAL Lewiston 12 • Nezperce Grangel Elk City SCHEDULE A • 95 Salmon ew Meadows until McCall O C T O B E R 2023 95 Cascade Challis Weiser 55 93 DUb015 Payette •St.An hony 15 Thornton Cald ell BOIS@ •Ketchum Arco •• Driggs N mpa •Halley 20 Rigby Meridian 20 Blackfoot Fairfield Idaho ails CITY OF INDEX OF SHEETS Moreland TWIN FALLS SHEET SHEET SHEET Mountain Gooding NUMBER TITLE DESCRIPTION Home Wendel!• Shoshone Pocatello 1 G-001 COVER SHEET Jerome Rupert Americ n 0 oda prings • � 2 G-002 LEGEND AND ABBREVIATIONS Twin Falls Burley• Falls Montpelier 3 G-003 GENERAL NOTES Malad Paris• 4 V-101 SURVEY CONTROL L7 City •Preston 0 5 V-102 ROCK REMOVAL CONTROL PROJECT �.( 6 C-101 TYPICAL SECTIONS LOCATION `" V 7 C-201 PLAN AND PROFILE ¢ �A OQ 8 C-301 CROSS SECTIONS AREA MAP g G-302 CROSS SECTIONS 10 C-303 CROSS SECTIONS S�RUtNG 11 TC-101 TEMPORARY TRAFFIC CONTROL—BLASTING OPERATIONS > 12 TC-102 TEMPORARY TRAFFIC CONTROL—ROAD CONSTRUCTION 0 w ¢ Y U O wSOONAL FN Q ( �0�'YOE NSFN�'yr Q J 9 z 19484 w n 9lR OF SOP 0 0 PROJECT SITE yc4SEA a ¢ LL w PROJECT NO. 60-20-088 0 o .. 95% REVIEW o G� 5 w SET a 0 Z t7 NOTICE AND DISCLAIMER w (rJ ���� THE PLANS AND/OR SPECIFICATIONS(DOCUMENTS)ARE THE PROPERTY OF CONDITIONS ENGINEERS, INC.NOTICE AN B")AND w BY USING THE DOCUMENTS YOU AGREE C BE BOUND BY THE TERMS AND CONDITIONS IN THIS NOTICE AND DISCLAIMER. 1 - - THE USE OF THE DOCUMENTS CREATES NO DUN IN CONTRACT,TORT, EQUITY OR OTHERWISE OF J-U-B TO THE USER. THE USER SHALL NOT(I) DISSEMINATE THE DOCUMENTS,OR ANY PART THEREOF,TO OTHERS WITHOUT THE Z WRITTEN CONSENT OF J-U-B,OR(II) USE THE DOCUMENTS, OR ANY PART THEREOF,FOR ANY USE OTHER THAN w AS DESIGNATED HEREIN FOR THE INTENDED PROJECT. THE DOCUMENTS ARE NOT INTENDED FOR USE IN CREATING U DTM FOR GRADING OR EARTHWORK,SURVEY STAKING LAYOUT(UNLESS SPECIFICALLY IDENTIFIED AS SUCH IN THE J-U-B ENGINEERS, INC. 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 2114 Village Park Avenue,Suite 100,Twin Falls,ID 83301 USE OR MISUSE OF THE DOCUMENTS , OR ANY PART THEREOF,WHETHER SUCH DAMAGE OR CLAIM IS BASED IN g CONTRACT,TORT OR OTHERWISE. THE USER HEREBY RELEASES AND SHALL DEFEND,INDEMNIFY AND HOLD J-U-B p 208 733 2414 F 208 733 9455 W www.jub.com AND ITS AGENTS HARMLESS FROM ANY DAMAGES OR CLAIMS ARISING OUT OF, OR RELATED IN ANY WAY TO,THE USER'S UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS,OR ANY PART THEREOF. LAST UPDATED:9/19Y2023 VICINITYMAP THE GATEWAY IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT,THE ELECTRONIC DATA ® I GROUP ® I INC. SOURCES OF THE DOCUMENTS ARE PROVIDED WITH NO WARRANTY OF ANY KIND, SHEET NUMBER: OTHER J U B COMPANIES N ��� MAPPING OR WARRANTES EOFACCURACY,, QUALITY,INCLUDING LIMITATION, REPRESENTATION SYSTEMS DRAWINGS NOT PRINTING TO SCALE,TRANSLATION ERRORS,AND OTHER PROBLEMS G-001 WITH USE. a SYMBOL EXISTING PROPOSED LINE PROPOSED EXISTING ABBREVIATIONS V B DESCRIPTION SYMBOL SYMBOL DESCRIPTION LINE LINE SURVEY SITE ASPH ASPHALT SHEET NUMBERING � ASSY ASSEMBLY J-U-B ENGINEERS,INC. CAP (ALUMINUM) ® FENCE X ---- x---- > ANGLE SHEET: 36 DISCIPLINCAP (BRASS) MAJOR CONTOUR 2521 (ap AT (MEASUREMENTS) PROCESS EAREA D CODE (OPTIONAL) Z > M v MINOR CONTOUR -_______- BLDG BUILDING DRAWING NUMBER Q co v CHISELED X ® BM BENCH MARK LU Y o00 a E GRADE BREAK ---- GB ———— BSC BITUMINOUS SURFACE COURSE C — LG 101 w � op n CTRL PT GENERIC 0 TOP OF BANK TOB ----Toe ---- BSW BACK OF SIDEWALK Z a> _ W Q3 0) N 3 CTRL PT Y2" REBAR Al/2"PIN BW BOTH WAYS DISCIPLINE CODES Z L5 me c CONTROL PT TOE OF SLOPE TOE ----TOE ---- CTRL PT %" REBAR _ _ _ _ _ C CHANNEL (STRUCTURAL) DISCIPLINE DESIGNATOR DESCRIPTION w > 0 CONTROL PT CUT LIMITS C/L CENTER LINE GENERAL G ALL GENERAL CO � o_ r CTRL PT 60D NAIL A60D FILL LIMITS . . . . . . . . . . . CMP CORRUGATED METAL PIPE SURVEY/MAPPING V ALL SURVEY N CO CLEANOUT GEOTECHNICAL B ALL GEOTECHNICAL CTRL PT HUB & TACK ®HT DITCH CONIC CONCRETE CIVIL C ALL CIVIL CTRL PT PK NAIL APK STORM SWALE - CONT CONTINUOUS LANDSCAPE L ALL LANDSCAPE o�05�oENS FNAL 00/ EDGE OF WATER CPLG COUPLING STRUCTURAL S ALL STRUCTURAL a v CTRL PT TEMP BENCH MARK ATBM CU FT CUBIC FEET MECHANICAL M ALL MECHANICAL 19484 NAIL ® 0 HIGH WATER CU YD CUBIC YARD ELECTRICAL E ALL ELECTRICAL �yT1'6 of °P�Q°' WETLAND WET DEC OR DEGREE EA NAIL AND TAG ®"T WETLAND BOG soc DET DETAIL PROCESS AREA CODES NAIL (PK) OPK DIA OR 0 DIAMETER PROCESS AREA DESCRIPTION WETLAND MARSH MRSN DIP DUCTILE IRON PIPE o< u BOLT • DIST DISTRIBUTION GS GRAVITY SEWER «z'm o WETLAND SWAMP swMP DWG DRAWING LS LIFT STATION N a o DRILL STEEL 0 EA EACH awu FM FORCE MAIN REBAR (Yz") o • ELB ELBOW LG LAGOONS & WINTER STORAGE >Z.°m� o�w3a ELEV ELEVATION PS REUSE PUMP STATION, DISINFECTION, `«k., REBAR ( ") 0 • Eye EACH WAY AND OPERATIONS BUILDING �w z .aoomrc 0 NW�p m STAINLESS STEEL ROD ® EXIST EXISTING RS REUSE SITE g=.-%wI w o FG FINISH GRADE D DETAILS .0oio IRON PIPE o FH FIRE HYDRANT .0�=w ¢' 0 FLG FLANGE DRAWING NUMBERS RAILROAD SPIKE Fa FT OR FEET DESIGNATOR SHEET TYPE mow"'0< R/W MONUMENT O GV GATE VALVE GENERAL (SYMBOLS, LEGENDS, NOTES, r�3N HORIZ HORIZONTAL 0 ETC.) �w STONE ® W. ID INSIDE DIAMETER 1 PLANS (HORIZONTAL VIEWS) 22 is IN OR INCH 2 ELEVATIONS, PROFILES, COMBINED PLAN SECTION CORNER. MON. 21 s LB OR # POUND 3 SECTIONS PROFILES VIEWS) LF LINEAL FEET I s LARGE-SCALE VIEWS (PLANS, J SECTION QUARTER MON. - LN LINEAL 4 j 22 MAX MAXIMUM ELEVATIONS, ECT.) DETAILS OR COMBINED DETAILS AND O SITE MIN MINIMUM 5 SECTIONS BOLLARD ® ® NO OR # NUMBER 6 SCHEDULES AND DIAGRAMS LLJ BOULDER ® PE 7 USER DEFINED � Z z POLYETHYLENE W Y PL PLATE 8 USER DEFINED O J DRINKING FOUNTAIN DF DF PL PROPERTY LINE 3D REPRESENTATIONS (ISOMETRICS, Q Q PVC POLYVINYL-CHLORIDE 9 PERSPECTIVES, PHOTOS) LL > 0 FLAGPOLE O OO W w R RADIUS 0 z m Q GATE 00 �� RP RADIUS POINT m Q MAIL BOX o o R&M REMOVE & R MOVE SECTION AND DETAIL IDENTIFIERS J o 1 P R REQ'D REQUIRED g PARKING METER rx �" NOTE: J >_ p LL REV REVISION A DASH MAY BE PLACED IN THE LOWER PORTION OF THE IDENTIFIER IF LZLI 9 POST o • R/W RIGHT-OF-WAY THE DETAIL DRAWING OR SECTION VIEW IS LOCATED ON THE SAME SHEET. W U w N z J SIGN T S CUT WOT S1LOPE SECTION IDENTIFICATION DETAIL IDENTIFICATION SPOT ELEVATION SPEC SPECIFICATION O STA STATION I­_ SECTION LETTER DETAIL NUMBER TREE (SHRUB) 0 Z) _ STD STANDARD TREE (STUMP) STL STEEL J J— ST STL STAINLESS STEEL Q SHEET NUMBER WHERE--- SHEET NUMBER WHERE TREE (CONIFEROUS) TBC TOP BACK OF CURB U DETAIL DRAWING IS DETAIL DRAWING IS LOCATED LOCATED FILE: 60-20-088_FIR_G-002 TYP TYPICAL JUB PRol#:60-20-088 Ti DRAWN BY:JCC TREE (DECIDUOUS) TFC TOP FACE OF CONCRETE SECTION LETTER DETAIL NUMBER o TOR TOP OF RAMP w CHECKDESIGN BY: ALB CHECKED BY: CKJ CH a TEST HOLE TH / ATIFUL SIZE,IF NOT ONE w WITH SECTION DETAIL " WELL W/0 WITHOUT J SCALE: SCALE: LASTuaDATED:6rev2023 W/REQ'D WHERE REQUIIRED SHEET 2 _ WELL (MONITORING) M❑ INS.6 TITLE G-002 ao GENERAL NOTES: _0___14. RECORD DRAWINGS: CONTRACTOR WILL BE REQUIRED TO 24. CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF /J.�.� SUBMIT RECORD DRAWINGS PRIOR TO SUBSTANTIAL THE APPROVED DRAWINGS AND CONTRACT DOCUMENTS AND l 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE COMPLETION. THE CONTRACTOR SHALL KEEP ON SITE AT ALL SHALL ACCURATELY RECORD THE ACTUAL LOCATION OF WITH THE CONSTRUCTION PLANS, SPECIFICATIONS AND 2017 TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS, ON EXISTING UTILITIES AND NEW UNDERGROUND J-U-B ENGINEERS,INC. EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS WHICH IS RECORDED THE ACTUAL LOCATION OF ALL UTILITIES UTILITIES/STRUCTURES PRIOR TO BACKFILL. THE CONTRACTOR CONSTRUCTION (ISPWC) AND 2017 CITY OF TWIN FALLS CONSTRUCTED AND OTHER UTILITIES ENCOUNTERED. AT SHALL PROVIDE THESE LOCATIONS AND DRAWINGS TO THE U REVISIONS TO 2017 ISPWC. �2020 COMPLETION OF WORK, THE SET OF PRINTS SHALL BE ENGINEER PRIOR TO SUBSTANTIAL COMPLETION OF THE Z SUBMITTED TO THE ENGINEER FOR REVIEW. THE CONTRACTOR PROJECT FOR USE IN PRODUCING RECORD DRAWINGS. > v SHALL CORRECT, AMPLIFY AND DO ALL OTHER WORK AS Q �� v 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED BY THE ENGINEER TO COMPLETE THE AS-BUILT 25. CONTRACTOR SHALL PROPERLY DISPOSE OF OFF SITE ALL w Y p cc)) o STANDARDS LISTED IN NOTE 1 AND MAINTAINING A COPY ON RECORD IN A MANNER SATISFACTORY TO THE ENGINEER. EXISTING MATERIALS, DEBRIS, PIPE AND APPURTENANCES W r0 n SITE DURING CONSTRUCTION. REMOVED FOR CONSTRUCTION OF THE WORK, UNLESS Z N N 00 OTHERWISE NOTED ON THE DRAWINGS. THE OWNER 3 0) :3- w 15. CONTRACTOR'S HOURS OF OPERATION SHALL BE RESERVES THE RIGHT TO SALVAGE ITEMS NOTED FOR Z _Lz m� 3. ALL CONTRACTORS, SUB CONTRACTORS, AND UTILITY MONDAY-FRIDAY 8 AM TO 6 PM, NO WORK IS ALLOWED ON DEMOLITION. LU La CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION SATURDAY OR SUNDAY OR NATIONAL HOLIDAYS EXCEPT FOR m t 3 CONFERENCE WITH THE OWNER AND ENGINEER PRIOR TO INSPECTION AND MAINTENANCE OF EROSION AND SEDIMENT 26. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST r H START OF WORK. CONTROL BMP'S. BE NEW AND MEET OR EXCEED THE MINIMUM REQUIREMENTS N SET FORTH IN THE DRAWINGS AND CONTRACT DOCUMENTS. EROSION & SEDIMENT CONTROL: 27. CONTRACTOR SHALL RETAIN AND PROTECT ACROSS ENTIRE 4. ALL SURFACE DISRUPTIONS, EXISTING LANDSCAPING, SITE ALL EXISTING FEATURES INCLUDING UTILITIES, ROADS, SS°NHL E% IRRIGATION SYSTEMS, OR OTHER SITE FEATURES DISTURBED FENCES, SIGNS, GATES, BENCHES, STRUCTURES, TREES, ETC. 0�� �ENSE� y� BY CONSTRUCTION ACTIVITIES NOT DESIGNATED TO BE 16. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO THAT ARE NOT DESIGNATED TO BE MODIFIED AND ARE NOT IN a A MODIFIED OR CONSTRUCTED SHALL BE RESTORED TO MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, DIRECT CONFLICT WITH THE WORK. DAMAGE BY 19484 PRE-PROJECT OR BETTER CONDITION OR AS SPECIFICALLY GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AT THE �NsgTE DETAILED ON THE PLANS. SITE SHALL BE CLEANED AND RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE CONTRACTOR'S EXPENSE TO PRE-PROJECT OR BETTER y Ok RESTORED TO ORIGINAL OR BETTER CONDITION UPON FOR ANY CLEAN-UP OF THE PUBLIC RIGHTS-OF-WAY OR CONDITIONS. `c4SEA SPA COMPLETION OF THE WORK. ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR DEPOSITING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS. 28. MISCELLANEOUS EXISTING FEATURES ACROSS THE ENTIRE SITE 5. ALL EXISTING SITE FEATURES INCLUDING CURB AND GUTTERS, SUCH AS UTILITIES, ROADS, FENCES, SIGNS, GATES, BENCHES, o< SIDEWALKS, OR ASPHALT PAVING, WHICH ARE BEING JOINED 17. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR STRUCTURES, TREES, ETC. WHICH ARE REQUIRED TO BE OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE CONSTRUCTION SUPPLIES, SHALL BE PLACED ON THE PUBLIC TEMPORARILY REMOVED OR RELOCATED, SHALL BE REPLACED OQaw JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE RIGHT-OF-WAY UNLESS PERMITTED BY THE JURISDICTIONAL IN KIND OR RESET TO AN EQUAL OR BETTER PRE-PROJECT OWNER AND JURISDICTIONAL AGENCY INCLUDING NECESSARY AGENCY OR OTHER CONTROLLING ENTITY. IN ADDITION, CONDITION. IF SUCH WORK IS REQUIRED AND NOT °oow� m SAW CUTTING, REMOVAL, REPLACEMENT AND CAPPING. SPECIFICALLY LISTED ON THE BID SCHEDULE, IT SHALL BE >a0�o PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR � .�_a OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, CONSIDERED INCIDENTAL WITH ALL COSTS INCLUDED IN OTHER °0km EQUIPMENT OR MATERIALS, OR PORTABLE TOILETS, UNLESS A BID ITEMS. «�,< 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAFE, USABLE ALTERNATE WALKWAY, WHICH MEETS THEmo'�8 �3 om¢ 0 ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE o o'g. %E� Wmaz0 w RIGHT-OF-WAY BY THE CONTRACTOR. 29. CONTRACTOR SHALL CLEAN-UP AND RESTORE SITE TO w "� o ORIGINAL CONDITION UPON COMPLETION OF THE WORK. wo°0LL 4 4°� 7. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY rcJ�ow=0 w WHEN MATERIALS ARE ON SITE AND INSPECTION OF THE 18. STAGING, PARKING AND SOIL STOCKPILE AREAS ARE ALLOWED iw,a o WORK IS REQUIRED. NO WORK MAY BEGIN ON PORTIONS OF WITHIN THE CONSTRUCTION ZONES. NO SOILS OR AGGREGATE 30. THESE DRAWINGS ARE SCHEMATIC AND ARE NOT INTENDED TO THE PROJECT WITHOUT (24) TWENTY-FOUR HOUR PRIOR STOCKPILES ARE PERMITTED ON UNDISTURBED PORTIONS OF DEPICT ALL DETAILS OF THE WORK REQUIRED. THE �wNOa NOTICE OR WHEN TEST RESULTS CAN BE OBTAINED. PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE CONTRACTOR IS RESPONSIBLE TO BECOME FAMILIAR WITH OWNER AND UNLESS EROSION CONTROL MEASURES ARE IN ACTUAL SITE CONDITIONS, SUPPLIED EQUIPMENT, AND FACTORS PLACE TO PREVENT DEPOSITION OF THE OFF-SITE SEDIMENT. AFFECTING WORK. _.° z 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) 19. CONTRACTOR SHALL KEEP VEHICLES AND EQUIPMENT WITHIN 9 PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. GRADING LIMITS AND SHALL PRESERVE EXISTING VEGETATION OUTSIDE OF GRADING LIMITS TO THE CONDITION THAT EXISTED J 96 ROADWAY: PRIOR TO CONSTRUCTION. O 9. EXCAVATION AND EMBANKMENT, SHALL CONFORM TO SECTION 20. WATER FOR PROJECT WORK, INCLUDING TESTING, DUST W 202 OF THE ISPWC. ALL EXCAVATION AND EMBANKMENT CONTROL, ETC., MAY BE OBTAINED AT FIRE HYDRANTS AT CC o SHALL MEET CLASS A COMPACTION REQUIREMENTS. LOCATIONS DESIGNATED BY OWNER. CONTRACTOR SHALL W RECORD THE VOLUME OF WATER TAKEN FROM THE FILL Y(n STATION. OWNER WILL PROVIDE A REASONABLE AMOUNT OF U J W WATER AT NO COST TO THE CONTRACTOR. CONTRACTOR MAY O J 10. EXISTING ASPHALT PAVEMENT REMOVAL WILL REQUIRE FULL SECURE AN ALTERNATE WATER SOURCE, IF DESIRED. cr <LL w DEPTH SAWCUTTING TO FACILITATE THIS PROCESS. ALL LU CONTRACTOR RESPONSIBLE FOR COORDINATING PERMITTING, W WASTE ASPHALT SHALL BECOME THE PROPERTY OF THE AND PAYING ALTERNATE WATER SOURCE. z CONTRACTOR WHO WILL PROVIDE PERSONNEL AND EQUIPMENT Q z TO HAUL OFF FOR DISPOSAL. Q a 21. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, LL w STATE AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER J O w o 11. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN DUST FOR THE CONTROL PROCEDURES AND ADDITIVES USED FOR APPROVAL PRIOR TO CONSTRUCTION. ALL TEMPORARY IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND Q TRAFFIC CONTROL SHALL BE COMPLETED IN CONFORMANCE MAINTAIN A DUST CONTROL PLAN. LL - c WITH THE CURRENT VERSION OF THE MANUAL ON UNIFORM LL1 U TRAFFIC CONTROL DEVICES (MUTCD), THE PLANS, AND 22. ALL ASPHALT OUTSIDE OF PROJECT LIMITS DAMAGED OR z JURISDICTIONAL AGENCY. CONTRACTOR SHALL COORDINATE REMOVED DURING CONSTRUCTION SHALL BE REPAIRED Q WITH THE OWNER PRIOR TO CONSTRUCTION FOR AND/OR REPLACED TO PRE-PROJECT OR BETTER CONDITION. 2 0 CONSTRUCTION SCHEDULING AND PHASING. (/) O " 23. CONTRACTOR SHALL SECURE APPROVAL FROM THE OWNERS � a 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY REPRESENTATIVE PRIOR TO (A) BACKFILLING OVER ANY INSTALL AND MAINTAIN ALL TEMPORARY TRAFFIC CONTROL UTILITIES OR TRENCHES; (B) PLACING OF AGGREGATE BASE; • DEVICES NEEDED FOR THE PROGRESSION OF THE WORK. (C) PLACING OF CONCRETE; AND (D) PLACING OF ASPHALT • PAVING. WORK DONE WITHOUT SUCH APPROVAL DOES NOT Y w RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF FILE: 60-20-088__RR_G-003 2 13. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED BY THE PERFORMING THE WORK IN ACCORDANCE WITH THE PLANS JUB PROD.p:60-20-088 5 z CONTRACTOR. ADDITIONAL STAKING OR ANY RE-STAKING FOR AND CONTRACTOR DOCUMENTS AND AGENCY REQUIREMENTS. Know`m*mrsbelow DRAWN BY:JCC 1. CONSTRUCTION RESULTING FROM DESTRUCTION OF STAKES OR Call before you(Jig. DESIGN BY: ALS o MARKINGS AS A RESULT OF ACTIONS BY THE CONTRACTOR, CHECKED BY: CKJ 16 HIS SUBCONTRACTORS, HIS EMPLOYEES, OR BY ACTS OF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE i ONE INCH VANDALISM, SHALL BE PAID FOR BY THE CONTRACTOR. YOU DIG,GRADE,OR EXCAVATE FOR THE ATI SIZE,FULL IF NOT ONE CA MARKING OF UNDERGROUND MEMBER LAST UPDATED:8/21/2023 m$ UTILITIES SHEET 3 o� TITLE G-003 E E. ALIGNMENT ALIGNMENT 4 _---_ LINE TABLE LINE TABLE END SHOSHONE FALLS GRADE Ee' XO \ N 1 , Q \ J-U-B ENGINEERS,INC. N:438191.27 LINE# LENGTH DIRECTION LINE LENGTH DIRECTION P_----EP _E:1633527.47 Z c L1 57.10' N32'38'08"W L8 110.82' S59'26'39"W x i 19/ \ _ > M v L2 8.93' N74'20'36"E L9 200.70' N46'04'18"E 1 \ - Gro /' �1 Y 000 N E L3 49.61' N89'07'27"E L10 84.88' N43'44'02"E m / b o° �\ uJ 00 a x0O /� \ O 0 50 100 ZCL 0 3 L4 74.39' N85'06'22"E Ll 1 24.39' N43'56'08"E 204 .y0 / �r (� _a a 3 0 �\ Z q) bi L5 63.46' N12'11"5"E L12 28.39' N30°42'26"W e -EP >, SCALE IN FEET LLJ a E < m T '- L6 51.04' S65'48'38"E L13 20.00' N23°19'49"W a 11 TOx$0 r v1 <\ j H L7 63.72' S51'07'04"W L14 17.79' N18°08'34"W °o d 1 �HONE \pNAL FALLS pENSfALIGNMENT CURVE TABLE \ \ o o y� \ \ GRADE 1 202 CURVE# LENGTH RADIUS TANGENT DELTA CHORD DIRECTION CHORD LENGTH \\ ��\ 19484 nl m o Cl 121.36' 65.00' 87.81' 106'58'44" N20'51'14"E 104.49' \ \\ 301 �O I �yFTf DF \ \ 12+010 r �x / lSEA �P C2 90.29' 350.00' 45.40' 14'46'51" N81'44'02"E 90.04' \\ \dam C4 OD a'a ' G C3 72.03' 130.00' 36.97' 31°44'53" N28°03'41"E 71.12' \�� \\ 201� / !6 13+0p d3 C4 55.97' 55.00' 30.68' 58°18'16" N85°02'14"E 53.58' \\ \ 00 a' - d3 C5 214.96' 85.00' 268.74' 144°53'49" N41'44'28"E 162.09' \/ J i /1 � oFNQ a C6 58.13' 400.00' 29.12' 8'19'34" S55'16'51"W 58.08' a 205 / a ' ° m 0 ovate C7 122.63' 180.00' 63.80' 39'02'04" N65'35'20"E 120.27' C8 137.65' 250.00' 70.62' 31'32'47" N27°57'38"E 135.91' /' //�\ p \ - \ �a�¢zo 0 C9 62.57' 300.00' 31.40' 11°56'59" N49°54'37"E 62.45' /� �/ 300 {� �/ o F m w o O Q PROJECT AREA \ \\\v\I C10 69.04' 400.00' 34.60' 9'53'19" N23'05'13"W 68.95' 0� z�iKo 0 C11 228.82' 130.00' 157.28' 100°51'03" N78°27'24"W 200.41' r X 208 \\\ 'oz 0 o 301 do Ep_- \ 0� \ 1 / \ ��EP--E�� \ / X� / 209 301 TpF ) p\E cOC ---EP EP � �P-E�p E RKES ROAD --- - -ELu \ / / a E -EP-___ P-{� DIE EP_ -EP- 0 \ / / / -EP_ --- O a / -- ----EP- Y(n EP-----EP-----EP - �- UJ \ eP ee' 00 / X211 O¢ LL- Ir -EP / / Lu 207 - -EP-----EP' Eel 206 / ,/ ee p Z Z w - ---EP-- _ ' ' SURVEY CONTROL < 0 EP¢ - / a"' / /�?00'/ ��e�O� v LL- W w ,6X M POINT# NORTHING EASTING ELEVATION DESCRIPTION J O > a�/ i �/ 200 437614.98 1633473.79 3508.71 COP CPT Q 4 1oEEP�- 201 438038.68 1633721.99 3467.94 COP CPT W - U �yF/ 202 438104.03 1633991.51 3457.74 P5 CPT z s %XOz O 203 438359.42 1633731.31 3445.99 COP CPT 2 BASIS OF SURVEY d3--- 204 438219.62 1633497.00 3423.34 COP CPT O --=d�=----d3----- 4+00 +p0=- 3+00 E4-----E�j HORIZONTAL DATUM IS NAD 83 (NSRS2007), MODIFIED IDAHO STATE 205 437967.07 1633588.75 3435.80 P5 CPT (/) 2 __L3 ----- PLANE COORDINATE SYSTEM (CENTRAL ZONE 1102). ANY BEARINGS LZ SHOWN ARE AT GRID AZIMUTH. ANY DISTANCES SHOWN REPRESENT 206 437649.11 1633298.78 3459.94 P5 CPT SHOSHONE FALLS GROUND DISTANCES. 207 437648.27 1633105.17 3456.80 P5 CPT Y GRADE MODIFIED IDAHO STATE PLANE COORDINATES, REPRESENTING GROUND 208 437832.52 1632877.85 3447.98 COP CPT FILE: 60-20-088_RR V-101 o U DISTANCES, WERE CALCULATED BY USING A COMBINED FACTOR OF JUB PROJ.#:60-20-088 II 1.0002124577 DERIVED AT THE CENTER OF TOWNSHIP 10 SOUTH, 209 437744.11 1633718.25 3520.22 P5 CPT DRAWN BY:JCC RANGE 17 EAST, BOISE MERIDIAN, COUNTY OF TWIN FALLS, STATE OF DESIGN BY: ALS IDAHO. A FACTOR OF 100,000 UNITS IS ADDED TO ALL PROJECT 210 437783.44 1634524.83 3565.72 COP CPT CHECKED BY: CKJ DATUM COORDINATES TO DIFFERENTIATE BETWEEN MODIFIED IDAHO ONE INCH a j \ AT FULLSIZE LE ACCORDINGLY ,IF NOT ONE BEGIN SHOSHONE FALLS GRADE STATE PLANE GROUND COORDINATES AND IDAHO STATE PLANE 211 437680.85 1634081.22 3553.53 COP CPT LAST UPDATE C COORDINATES AT GRID. N:437331.74 300 437915.61 1633645.69 3475.18 CPS SHEET <� E:1633047.90 VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). 301 438059.80 1633848.18 3464.18 CPS o� O a c x° TITLE V_101 \ `3•U-B � I J-U-BENGINEfERS,INC. \ U C I Z c > M v w Y 00 ai o m w co O DCL n U r Z a)Ui o a 3 Z U- c w t C t T � a T H N \ S a S\pNAL fh AGE NSf0C�2F / n v / 19484 D CTy qTf OF SOP C`5 / 00 F�SEA JP� / X 12+00 D J / =wirm m awWId1 a N59°07'07.16"E 19.23' 80' // > a3\ /// / / �Qomo m SHOSHONE FALLS GRADE ry• \a3\\\ L=80.77' co3'w Ro o / maz° R=90.55' / / ozw w —d3--- / »�LLooJ O / EDGE OF \ a ^. "C6=N8T04'25"E \ °2Og°zz x PAVEMENT o > / �°N,= / 2 O CL=78.12' o a� \ J� K'o w L=45.47' 1 \\ ^ x / \. i s io= o `A=52°06'33" 1pl-00 $. \ Li 5 / /' R=50.00' 13+00 >� \ �w"O< X;� CB=N88°08'06"E CL=43.92' / ywmNa a < �0�� S65°48'37.54"E 17.47' z ° °z P d3 / S72'02'00.19"E 25.15' \dd --- — N:438029.94 E:1633945.81 N:438033.42 a� E:1633758.22 S67'30'42.40"E 10.07' / BEGIN CONSTRUCTION a SHOSHONE FALLS GRADE CENTERLINE STA: 11+75.00 x ROCK REMOVAL EDGE OF PAVEMENT STA: 100+19.23 END CONSTRUCTION O N: 438043.287 SHOSHONE FALLS GRADE CENTERLINE STA: 12+75.00 w ,a E. 1633774.729 ROCK REMOVAL EDGE OF PAVEMENT STA: 101+07.33 Y J N: 438029.798 U 0 a E. 1633858.484 Q z Luz O Q Q O LL / IL 2i O J Y a/ ILL ~ O 4 / LLJ C..) / Z O ° a C/) O a � a FILE: 60-20-088-RR V-102 t \\ \\ JUG PROJ.N:60-20-088 °z \ DRAWN BY:JCC \ \ DESIGN BY: ALS m w CHECKED BY GKJ c W a a6 O --------- ONE INCH i a j AT FULLSIZE,IF NOT ONE INCH 10 20 LASTUPDATED:9/18/2023 SHEET 5 SCALE IN FEET TITLE V-102 (J J-U-B ENGINEERS,INC. U � z00 _ c > M v SEE SHEETS C-301 THROUGH Lu Y o E C-303 FOR CROSS SECTION OF Lu Lu 0 a EXISTING ROCK WALL FACE z_ �R } vi N 3 z g U5 L c APPRO_X_ELEV_351 1' LLI 0 ROCK REMOVAL I CO a SHOSHONE FALLS GRADE CONTROL LINE T 2 Q � N Y VARIES 0.00' CONCRETE VARIES 0.00' 3:cnLL o 1.00' TO 3.00' BARRIER 4' MIN. TO 1 1.00' Y I,� EXISTING 2'-0" PRECAST o> 05�\DENS FNC/ PROPOSED EOP DRAINAGE DITCH/ o c F y CONCRETE TRAFFIC BARRIER e 0 m (PROFILE GRADE) ROCK CATCHMENT I J= c v ¢ �o EXISTING EDGE OF PAVEMENT I o w 19484 W=O �`TNTE OF \V1 Co SAW CUT 1' INSIDE EXISTING � JFIs �P� I EDGE OF PAVEMENT �' EA VARIES >07 � .0% EXISTING GROUND O°oo�40o O°oo­0o O°oo i VARIES 4.5" to 10" awwUR a 4 VARIES 0.5' to 3.5' - 2'-0" PRECAST CONCRETE TRAFFIC BARRIER o,z" . EXISTING FILL MATERIAL EXISTING ASPHALT SURFACE �Qoma m i o,6w3 15" - 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1 �'z�ja omrc o 5.5" - yp" SUPERPAVE HMA SP-3 ogyazo m / oo-m z w� ' o TYPICAL SECTION �� =ws / '°` SCALE:N.T.S. EOP STA. 100+10.00 TO STA. 101+07.33 € _ a�3�3 rcwH2 isw, Y mTww. o SHOSHONE FALLS GRADE jOzmN lz WORK AREA / MINIMUM TRAVEL LANE / EXISTING 2'-0" PRECAST / CONCRETE TRAFFIC BARRIER PORTABLE TUBULAR // Q MARKERS / / O $ Lu —VARIES i o Y IE 'o o o o - o Oo. w oOo:oOo ��o00000o.o0oO.o0o .0 00000c:o iFc.o0oo 0000. OJ a EXISTING00� 00:��00�00:�00��0°0�00��00�00�; Q z GROUND °OHO o°QUO °Q�Ooa°QUO °QUO: °Qd0 o°Qb0 °QUO a°QUO °Q�O.o°QD °Qa0 °QdO.a°Qd0 o°QdO.o°Qd0 o°Qa0 °Qd0 a°Qb � O Q o O:o O o O.o O.o O.o O.o O.o O:o O. O, d O. W i z U w i 0 Q LL / LL w / J O IL _ // J o / Q ~ / LL — �/ B ONE-WAY TEMPORARY TRAFFIC CONTROL LJJ U / z scALE:N.T.s. EOP STA.9+80.38 TO STA. 15+63.29 O U �l2^ O V JJ 0 2 a U FILE: 60-20-088 RR C-101 tJUG PROD.#:60-20-088 O z DRAWN BY:JCC DESIGN BY: ALS Q CHECKED BY CKJ ONEINCH I a j AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY cm LAST UPDATED:9/18/2023 SHEET o� -- TITLE C_101 a c ----oHp_ \ /' / /' r " \ \ _ KEYED NOTES \\OHp-_ / j --//// ' '/`'/ ~~ \\\ \\\ \ \ I( � 1\Ill I I CJ'u'B EXCAVATION p / 202.4.6.A.1 ^ \�^�\\ 802.4.1.A.1 \ �J !�/III\II I I I\II II / 23 CY STA: 100+19.24, 0.00' TO STA: 101+07.33, 0.00' J-O-B ENGINEERS,INC. 810.4.1.A.1 m 202.4.2.A.1 ROCK EXCAVATION �j N /11 I ! / Z c dp \1 878 CY STA: 100+19.62, 6.00' R TO STA: 101+06.59, 7.93 R — / ,SAWCUT AND ----OHp- 202.4.4.A.1 CONTROLLED BLASTING Q M a BEGIN SAW CUT i ' ' '- i/�_ \ \\\\ -MATCH EXISTING TN j 1,056 DF STA: 100+16.14, 9.65' R TO STA: 100+81.92, 7.00' R LU Y OM m o / '�' -- / % a` \\\ \-ASPHALT RETAIN AND PROTECT-__ // 1 1 rllll / c6 op co _ r STA: 100+10.00, 1.23' L^ / / _\ / / T\ _ \ \ \ \ \ EXISTING BARRIER -°Ha 1�/ 1 /I/�/ ILL r— / 202.4.6.A.1 BORROW Z_ N co BEGIN ROCK BARRIER/ // \\\ \- \\\1\ \^ / /l f J7/ r r O � Ui N 3 /- �� \ - - "'I J13M r' / l/ f lll1 OHd ,3 Cy STA: 100+19.24, 0.00' TO STA: 101+07.33, 0.00' 10 3 STA- 100+10.00, 0.00', / _ a3--- \ \` \\\= --\ -- /i // l Z ALL c 3 / // 12+00 d 1 \ //i 3/4" CRUSHED AGGREGATE FOR BASE j / j /'/ % // %/ /I J // 3 \\ SP-2050.3` 1003.4.1 B.1 / ////// %// O w a / a3 \\\ / 802.4.1.A.1 / r/ / / _ �\ \ TYPE 1, 15" THICKNESS SP-3004 ��-^ i��ii/ /� / A r_ H \ \��\ r = � �_i / O� '/ 19 CY STA: 100+19.24� 0.00' TO STA: 101+07.33, 0.00' N "I END SAW CUT %�//i'/ D � / PLANT MIX PAVEMENT 1/2" SUPERPAVE HMA / / \ / / a 810.4.1.A.1 101+07.36, 1.06 L-_'% � '` / � SP-3, 5.5" THICKNESS 13.56 TON STA: 100+19.24, 0.00' TO STA: 101+07.33, 0.00' \oNAL O PRECAST CONCRETE BARRIER o`��`GENSFo�rym STA. 100+10. .00 TO STA. 100+80. .00 Q 7 EA o0 0 00 0 1 g 84 XO� /a / �` <S\\ 73-"0 0 DITCH 5 /V 202.4.2.A.1 \ \ ~`^\ da r \ xSb / �l fi%. 9F BEGIN DITCH FL \ \\\\\ \, 01 / // 88 LF STA: 100+19.10, 4.00' R TO STA: 101+06.76, 5.94' R SEA JP \�-f 7 ��/ / / STA: 100+19.10, 4.00' R_ T/ / /' � vAv / � 1003.4.1.B.1 BIOFILTER BAGS DITCH FL WwWv�\ j; �v� A �wA 1003.4.1.B.1�" 207 LF STA: 12+8269, 13.64' L TO STA: 14+89.41, 13.38' L STA: 100+64.71, 4.00' R P\ \ �\ - ^ 1 l(( \\ �`�" '_= 8 LF STA: 12+79.79, 11.64' R of .� 1 //// ////r/ ��•^� / //i //� TOE OF WALL \ 1\\ \ \\ \ \\ 8 LF STA: 13+17.32, 17.45' R . \\\ \\ \\I\ \\\ 1003.4.1.B.1 o�aw APPROX. LIMITS OF l\ rcw� o a \ \ \ \ \�-" - 8 LF STA: 13+67.35, 19.97' R a w w F \ \\ \ _ i _ 1003.4.1.B. ROCK REMOVAL__ \ �\ \ \:\\^ _�/ice;��-` TRANSITION '�r�=' -�=- \Y= _�Ji� Paz a 0/ / / END ROCK BARRIER \ \\\STA: 101+07.33, 0.00 __= L=7203' \\ \ \�.� //� / / , / / o=31.44'53" - / STA 100+80.00, 0.00' R \ �/ )l r' / 1% / / R-130.00' - - _ _ _ \=\\\ END DITCH FL \ ;��_ l / _` 1� 0'w z f - BEGIN TRANSITION -STA: 101+06.76, 5.94' R 1% ___ f __� _ ____ IORZ 0 20 40 �a3womrc o C6=N28°03'41"E _/ \ \ - _ - - J/� o'yazo m - \- \CL=71.1 2' -STA: 100+8218, 0.00'--, \ \ % _ %' l g z w y N w z /i�� J' / � 1 r\ ram\ -\ \� w��mz� c a rlY --- - _ �[ERT 0 5 10 SCALE IN FEET J�iK'o w Qa a a�33:3 rcww'oz 3495 3495 =a I o �ozrcw i 0 3490 3490 U 3485 i _ _ 3485 _ _ _ _ O _ _ _ _ _ __ _ LL1 3480 3480 FINISH GRADE AT _ _ _ _ _ _ _ _ _ Y cf) U-J w EDGE OF ASPHALT I J Q w 3475 cj Q 3475 Lu ILL Ism _ __ _ z LIL 0 w _oM _ I o(o Q EXISTING GROUND < d CE w oM AT OF DITCH _ _ _ 006 _,� LL 3470 w w 3470 LL ZQ a BEGIN ROCK REMOVAL dw EXISTING GROUND AT J O WIDENING MATCH EDGE OF ASPHALT J EXISTING GROUND r/ vl -1.44% LLLL ~ N 3465 O -2.62% - 3465 W U O € 3460 0 o ~ 3460 p END ROCK REMOVAL -¢ w FINISH GRADE AT DO z - - WIDENING MATCH - - (/) n Lim FLOW LINE OF DITCH o� - EXISTING GROUND O I+)77 y 3455 o M w 3455 �� - - - - - FILE: 60-20-088 RR C-201 Q J Q JUG PROJ.#:60-20-088 w:2.... DRAWN BY:JCC 3450 3450 DESIGN BY: ALS LEGEND CHECKED BY CK a m ONE INCH i a) ATFULL SIZE,IF NOT ONE ry INCH SCALE IF ry o LAST UPDATED:9/27/2023 3445 1 1 3445 SP-3 SUPERPAVE ASPHALT SHEET 7 100+00 100+50 101+00 101+50 101+98 EDGE OF PAVEMENT PROFILE TITLE C_201 as �J J-U-B ENGINEERS,INC. U � Z c 1 2+00 c/) Q co M v 3520 3520 W Y 000 E W OD n Z CL a) o Z ca � 3 L .. o LL c W > c r CO � a F- 3510 3510 cm I 1 1 +75 o�0 �OENSF0 iy� 19484 NT 1 '9TF OF \Op co SEA JP� 3510 3510 3500 3500 I I lz awW�o ¢a I a a rc'6 wz I oyw- 3500 3500 3490 3490 ''km I I c+F3¢�W �3�omrc 0 o�wazo m t-T%6� > o No'mz5 ¢ a 0 I I as a o tu >w5o ¢wt°oa 3490 3490 3480 3480 I I y�mwrc OFFSET: 13.44' R ' �o=T° lz ELEV: 3465.88' x I I I I � I I I I Q 3480 3480 3470 3470 OFFSET: 13.89' R 0 ELEV: 3466.15' - / W IE / I � U J O 3470 3470 3460 3460 W W p Z ) w I / Q � O LL z J O Q `i J � 0 / Q LL _ Q 3460 -40 -20 0 20 40 3460 3450 -40 -20 0 20 40 3450 Z U O U �l2^ O V JJ 0 2 a U) U FILE: 60-20-088 RR C-30X tJUG PROD.#:60-20-088 O z DRAWN BY:JCC DESIGN BY: ALS Q CHECKED BY CKJ ONE INCH I a j AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY cm LAST UPDATED:9/28/2023 SHEET 8 o TITLE C-301 a c I �J J-U-B ENGINEERS,INC. U � Z c m o v cA Q M v cc W Y 0� ai o W O D n `-' Z CL ( o Z 3 L c co W L> c r Cp � a F— N 05\ONAL FNC 0�0 \OENS Fo / C A 1 2+25 1 2+50 19484 CT NTg),E OF \V1 5 yF�SEA 3510 3510 3510 3510 I' i ❑= W / z� o I =w��o ca >Wz� OFNaK Q u❑Om' > rc<zJ20 I I �(2W3u1 UF3�jw 3 3500 3500 3500 3500a�ozo 0 > z o I I W�LL'a a K JNH�F U I SOW O t0 4 U'i�0 W ra3R3 KWwoz isww. 3490 3490 3490 3490 =oz'° z I I o I I x I I J Q O 3480 3480 3480 3480 Lu OFFSET: 11.58' R OFFSET: 11.00' R 0 W ELEV: 3465.60' ELEV: 3465.25' Y cl) z U J O J U U � LL W Lup Z_ ) 3470 3470 3470 3470 QLL UO w z J 0 Q LL — Q 4 Z U � O 3460' -40 —20 0 20 40 3460 3460 —40 —20 0 20 40 3460 = 'o (/) 0 a U FILE: 60-20-088 RR C-30X tJUG PROD.#:60-20-088 U z DRAWN BY:JCC DESIGN BY: ALS Q CHECKED BY CKJ ONE INCH ❑ I a j AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY cm LAST UPDATED:9/28/2023 SHEET (� o �J TITLE C-302 ac L �J J-U-B ENGINEERS,INC. U � Z c m o v cA Q M v cc W Y 0� ai o W O D n `-' Z CL ( o Z 3 L c co W L> c r Cp � a F- N 05\ONAL FNC \OENS Fo / C A 1 2+7 0 19484 CT NTgTE OF \Opp°5 yF�SEA 3510 3510 lz w m"z�° n owN<rc a 000m> > m 0,6 wz / °i�w3'� I uF3��W 3500 3500 o�omrc o 0 n oo�mw� Q o <o.'Lo w rw3 : 14 rcwwiz s0 "o!mwrc 3490 3490 =oz'° d z ° I 3 / / U / / J Q p 3480 3480 2i W OFFSET: 7.11' R IE ELEV: 3464.99 U J O a J U � LL W 3470 3470 O F LL w z J Q i --- --_— --- \` < Q 4 / W U 0 Z 3460 —40 —20 0 20 40 3460 o C/) 0 a U FILE: 60-20-088 RR C-30X tJUG PROD.#:60-20-088 °z DRAWN BY:JCC DESIGN BY: ALS Q CHECKED BY CKJ ONE INCH U I a j AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/28/2023 SHEET 1 0 o 1 TITLE C-303 a c yy i I KEYED NOTES � �J•U•B ` � I II 1103.4.1.B.1 TRAFFIC CONTROL SIGNS TYPE B 10 SF STA: 6+40.24, 9.53' L J-U-B ENGINEERS,INC. 10 SF STA: 6+40.24, 0.54' R V j 16 SF STA: 1+55.20, 402.90' L (ALONG CANYON RIM TRAIL) Z C TRAFFIC CONTROL BARRICADES TYPE 3 Uj Q m v Q II 1 EA STA. 6+40.24, 9.53' L W Y Op OO ai E _ O �' 1 EA STA: 6+40.24, 0.54' R Z C �- - ` 1103.4.1.C.3 00 TRAFFIC CONTROL BARRICADES TYPE 2 0 C;) N 3 _ _ - � * x - 7` `�{ '•*:. j II 1 EA STA: 1+55.20, 402.90' L (ALONG CANYON RIM TRAIL) Z LL c ,a'•' ,. s �.. Q Y W C 0 ry, II SP-3005 PORTABLE CHANGEABLE MESSAGE SIGN m a ,•ti s} * �' I1 1 EA STA: 0+21.27, 12.61' R cV ~ Op II A s ;<y M e CO -ir I ()0—EP 0�0 �OENSE� �2 7)X a v 1 / oo 19484 X pp \ C NTgTE OF \Op�o 5 yF�SEA Jp�� Might want to describe where the rock should koo`e be placed especially ifN�wo dW WU it is going to be utilized �oow \eBLASTING LOCATION 12+00 �o as base for the future �0z WZ k3 pathway �'w 13+0061 i// �gyazo ZQ SHOSHONE FALLS i o� a 'o° PARK ' _�=._ \ Roz 11 V SHOSHONE P/�/- '' a LT, FALLS PARK ��—E �Gj I 1 ���V / / 'o°zTu°, o CLOSED Q. 1 I \ 48"X48" �.-f 1 103.4.1 B.1 �/ /� �- � .� 1 194.1.C.1 / ov 0 / z CLOSED `�—�E—P °� s• _ -t �.xa-. w1\ J �, � P1�0 p QEP (RI 1-2) C� Q 0148•X3O" a EP O EP EP GLLIr; / p/ // EY i EP___ EP— ---EP— _ DIERKES ROAD w o 00 4 \�EP\\fP EP'/fie \ � p� Ee /'/ �U) Z w — --EP—_-- / / / a/ u - -EP-- CJ � y ---EP' LL_ Q 0 e LU FLAG DIFRKES ROAD FROM 16 PARKING SIDE - SHONE FALLS TE p� �', �;«�, MPORARILYODURINNG d GRADE 5X / ACTIVE BLASTING Z LL LL r - 1. _ _ 3+00 -- 4+00 t J OU o -, - - FLAG DIERKES ROAD FROM - DIERKES ROAD MA Y"BE CLOSED Q I--_ LL ENTRANCE SIDE TEMPORARILY y TEMPORARILY DURING ACTIVE � N o LL DURING ACTIVE BLASTING w U LL o BLASTING. COORDINATE CLOSURES" z + royi-r�yF * WITH CITY. LIMIT DIERKES ROAD } f" sT q CLOSURES. o ? � r Q SP-3005 �` x a J, s r Y:h � a _ VARIABLE MESSAGE BOARD a fi •` d O "SHOSHONE FALLS GRADE CLOSED FOR ROAD CONSTRUCTION" w� , i (�� � rU �` 'Ir � • NOTE. FILE 6020088 RR_TC-101 -t \' h 6 ' ''� ^r ( JUB PROD p 6020-088 U z r; .�� y. DRAWN BY.JCC .� K• r CUSTOM SIGNS: DESIGN BY: ALS go SHOSHONE FALLS PARK CLOSED FROM CHECKED BY: CKJ ___ TO DIERKES LAKE PARK OPEN ONE INCH a j AT FULL SIZE,F NOT ONE .40 Y' INCH SCALE ACCORDINGLY t •^•; < PLACE SIGNS AT FALLS AVENUE AND LAST UPDATED:9/28/2023 CHAMPLIN ROAD INTERSECTION, ONE IN 0 80 160 11 EACH DIRECTION ALONG FALLS AVENUE SHEET AND ONE ON CHAMPLIN ROAD. SCALE IN FEET TITLE TC-101 a c �j KEYED NOTES � (��u� - // G 1103.4.1.6. TRAFFIC CONTROL SIGNS TYPE B `;♦.. . .` I1 I III 9 SF STA: 1+58.63, 10.50' R J-U-B ENGINEERS,INC. 9 SF STA: 1+59.17, 10.69' L � a) 9 SF STA: 18+94.43, 7.01 L Z c 6 9 SF STA: 18+95.07, 7.49' R Q � N 1103.4.1-C. TRAFFIC CONTROL BARRICADES TYPE 3 Y o E LU o co c0i 1 EA STA: 1+58.63, 10.50' R Z CL 00 tir II 1 EA STA: 1+59.17, 10.69' L Q3 Cn > a 1 EA STA: 18+94.43, 7.01' L Z LL c 1 EA STA: 18+95.07, 7.49' R m a + 1103.4.1.B.1 SP-3005 PORTABLE CHANGEABLE MESSAGE SIGN T F— b03.4.1.C.1 I HR N: 436939.76, E: 1633157.35 N (2) BARRICADE a TYPE 3 ! G TONAL F + �'•v ROAD I \ '� 61 5g hC ENSF gym CLOSED (R11-2) m 48"X30° e,�Ox, f �� 19484 JI /� � ASV l Oy�grF of �oPRt�°i \ , ,z+oo V v 13+00 p moo' / I I �pEw x"z Id° a ROAD WORK AREA —LTPEP—` EP ooN<rc > m m CZV-'m J 'Szz�u'f i o _ 01 \vim f _ice XO © -- _EP F W 3 F r / �w R x lz OO. / - EP- ---_EP_ EP-----EP- � f�Wmw 1X / �. 'ozo° z CEP_ --_Epp EP o x00 / Ee i a fQ 0 o / Z i /�k �1 A>,p !•rJ¢ J +00 a3=-3+00—�E-4+00% / ;` r Q . sK > U 1103.4.1.B.1 : . 1103.4.1.C.1 0 1 L Z 10 (2) BARRICADE o O TYPE 3 + U J U O J Q CLOSED N (R11-2) O Lu LL Ir 48"X30'• k00 Q Z J w CD " - -r414 i y 5r; + �r Z J0 <Lu LL O < s s, p O x = IL cf) w I. '•U - - FILE: 60-20-088 RR TC-102 tS P-3005 JUB PROJ.o:60-20-088 rz VARIABLE MESSAGE BOARD DRAWN BY:Jcc DESLS "ROAD WORK ON c O 1, CHECKED ED BY:GN BY: A CKJ SHOSHONE FALLS GRADE. f ;'{�J. NOTES. ONE INCH "BE PREPARED TO STOP r<" AT FULL SIZE,IF NOT ONE • F ,r. 1. SIGN SPACING MINIMUM 100 LF. 2. ADJUST SIGN PLACEMENT TO FIT SITE CONDITIONS. ASTuaDATED:Biz6/zoza CONSULT ENGINEER ON SIGN PLACEMENT. 0 80 160 SHEET 12 m� �: .. SCALE IN FEET TITLE TIC 2