Document Star_doc_3c03eee385

IDAHO TRANSPORTATION DEPARTMENT PLAN AND PROFILE OF PROPOSED ADA COUNTY CAN ADA RD TO STAR RD SH-44 M.P. 9.55 TO M.P. 10.55 STAR CAN ADA RD TO STAR RD SH-44 New Meadows Sandpoint Coeur D'Alene St Maries Lewiston Grangeville Salmon Rigby Arco Boise Idaho Falls Shoshone Pocatello Burley Mountain Home Twin Falls 1 2 3 4 6 5 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KA NUMBER SHEET WILL PERMIT PRACTICES GOOD CONSTRUCTION PRECISION THAT LIMITS OF ATTAINED WITHIN PLANS SHALL BE SHOWN ON THE THE DIMENSIONS ITD-Title-8/2019 Date Approved Approved for Advertising JULY 2022 ENGLISH MILES 0 1 1 2 ½ VICINITY MAP SCALE VERTICAL HORIZONTAL 0 FEET FEET 0 40 20 4 2 2 20 OF TITLE SHEET CITY OF STAR, ID CITY OF STAR M.P. 9.55 TO M.P. 10.55 STAR CAN ADA RD TO STAR RD SH-44 203010-464 203010-464 TITLE SHEET 59 1 CAN ADA RD TO STAR RD SH-44 ADA COUNTY 203010-464, title_01.dgn JULY 2022 J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, title_01.dgn MONUMENT PRESERVATION 59 UTILITY PLAN SHEETS 48-58 TEMPORARY TRAFFIC CONTROL 45-47 SIGNING, PAV MARKINGS, & SIGNALS 26-44 APPROACH DETAILS 25 APPROACH PLAN SHEETS 23-24 DRAINAGE DETAIL 22 DRAINAGE PLAN SHEETS 20-21 PROFILE SHEETS 17-19 PLAN SHEETS 6-16 TYPICAL SECTIONS 3-5 PROJECT KEYMAP 2 TITLE SHEET 1 DESCRIPTION SHEET NO. INDEX OF SHEETS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET ENGLISH OF SHEET TITLE CITY OF STAR, ID + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 100 105 110 115 120 125 130 135 140 145 150 SHT 6 SHT 7 SHT 8 SHT 9 SHT 10 SHT 11 SHT 12 SHT 13 SHT 14 SHT 15 SHT 16 CAN ADA RD HIGHBROOK W AY STAR RD ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, keym_01.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, keym_01.dgn _ PROJECT KEYMAP ALTERNATE A: Northside from STA 100+00 to STA 125+00 BASE BID: ALL WORK BETWEEN STA 125+00 TO STA 150+58.40 ALTERNATE B: Southside from STA 100+00 to STA 125+00 P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 2 59 203010-464 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- CL STA 100+27 TO 106+20 VARIES 141' TO 126.4' 15' 14' 24' 25' 4:1 4:1 3:1 * CL STA 106+20 TO 110+45 VARIES 126.4' TO 158.2' 19' 20' 4:1 4:1 * 31' 20' SIDEWALK EXISTING * * * MATCH EXISTING SLOPE CL STA 110+45 TO 115+85.50 VARIES 158.2' TO 190.9' 19' 32' 4:1 4:1 * 19' 20' * 1.42' OF GRANULAR SUBBASE 1.42' OF GRANULAR SUBBASE 7' 12' 12' 12' 12' 14' 7' 12' 12' 12' 12' 14' 8' 8' 8' 7' 12' 12' 12' 12' 14' 8' 12' 8' 12' 8' 2:1 2:1 2:1 3' 3' 3' 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE BY OTHERS 8' SIDEWALK BY OTHERS 8' SIDEWALK BY OTHERS 8' SIDEWALK 1' 1' 1' 1' 1' 1' 32' TO 34.75' VARIES 30' ROW 43' TO 30' VARIES 22' - 13.75' VARIES 11' TO 24.5' VARIES DIMENSION THIS IN SHOWN NOT APPROACH, AN OF LIMITS THE WITHIN THE RIGHT-OF-WAY INCREASES ROW ROW ROW ROW ROW 38.5' TO 78' VARIES 3' SOILS WITH SEEDING STABALIZE DISTURBED SOILS WITH SEEDING STABALIZE DISTURBED SOILS WITH SEEDING STABALIZE DISTURBED SOILS WITH SEEDING STABALIZE DISTURBED ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET ENGLISH OF TYPICAL SECTION CITY OF STAR, ID P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, typ_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, typ_00.dgn _ 3 59 203010-464 203010-464 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 4:1 19' 20' * 19' 20' 4:1 * VARIES 190.9' TO 130.7' CL STA 115+85.50 TO 125+07 MARKINGS ONLY. REMAIN. NEW PAVEMENT EXISTING PAVEMENT TO STA 125+07 TO 132+49 7' 12' 12' 12' 12' 14' 8' 8' VARIES 117.5' TO 129.5' 12' 12' 12' _ 31' 17' 12' 12' 4:1 2:1 * 6' 12' 6' CL STA 132+49 TO 136+50 VARIES 129.5' TO 100.5' 12' 12' 12' 6' 31' 17' 12' 12' 4:1 * 6' 12' 6' CL STA 136+50 TO 138+50 31' 5' 6' EXISTING SIDEWALK * * MATCH EXISTING SLOPE 2:1 3' 3' 3' 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE BY OTHERS 8' SIDEWALK BY OTHERS 8' SIDEWALK BY OTHERS 8' SIDEWALK 1' 1' 1' 1' 34.75' TO 31.4' VARIES 10.5' TO 24' VARIES 7' TO 21.75' VARIES 12' ROW ROW ROW ROW ROW ROW 22.1' TO 106.9' VARIES 4:1 3' 3' EDGE OF PAVEMENT EXISTING 23' 6' TO 14' VARIES 3:1 3:1 SOILS WITH SEEDING STABALIZE DISTURBED SOILS WITH SEEDING STABALIZE DISTURBED SOILS WITH SEEDING STABALIZE DISTURBED SOILS WITH SEEDING STABALIZE DISTURBED SOILS WITH SEEDING STABALIZE DISTURBED ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET ENGLISH OF TYPICAL SECTION CITY OF STAR, ID P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 59 4 ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, typ_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, typ_00.dgn _ 203010-464 203010-464 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 80' 12' 14' 12' 30' 12' 12' 6' CL STA 138+50 TO 150+58.40 32' 2:1 3% 2% PROFILE CONTROL SHIFTED CROWN LINE, SEE DRAINAGE PLAN AND DETAILS STORAGE SYSTEM SUBGRADE DRAINAGE ROW ROW 9' 9' PLANS FOR LOCATIONS SEE ROADWAY 6' SIDEWALK 1.42' OF GRANULAR SUBBASE 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET ENGLISH OF TYPICAL SECTION CITY OF STAR, ID P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 59 5 ADA COUNTY CAN ADA RD TO STAR RD SH-44 MAY 2022 203010-464, typ_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, typ_00.dgn _ 203010-464 203010-464 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 1 1 + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S71°46'48"E 103+89.50 PC 100 100 101 102 103 104 MATCHLINE STA. 104+00.00 ADA COUNTY ALTERNATES A & B CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 52 70 15.0 RT +60.00 15' 24' 14' 25' BY OTHERS 8' SIDEWALK 39.0 RT +60.00 SAWCUT SAWCUT SAWCUT BY OTHERS INTERSECTION IMPROVEMENT CAN ADA RD / SH-44 SECTION LINE EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT T.4N., R.1W., B.M. SW 4SW 4SEC.07 E. 2423414.1668 N. [PHONE REDACTED] STA. 100+28.00 & CONSTRUCTION BEGIN PROJECT CAN ADA RD SH-44 LEGEND LIMITS OF NEW PAVEMENT 39.0 LT +28.00 14.0 LT +28.00 P.I. Ê E = 2424656.669 N = 739425.782 R = 11000.00 L = 1888.94 T = 946.80 = 9°50'20" LEFT D = 0°31'16" CV. NO. 1 20 BY OTHERS SIDEWALK FUTURE STA 100+00 to STA 125+00 NORTHSIDE FROM ALTERNATE BID PACKAGE A: STA 100+00 to STA 125+00 SOUTHSIDE FROM ALTERNATE BID PACKAGE B: 1 UTILITIES RETAIN AND PROTECT EXISTING 70 RE: TYPICAL SECTION CONSTRUCT ROADWAY SECTION; 52 GRADE ADJUST WATER VALVES COVER TO 20 6 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 7 59 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 103+89.50 PC 105 104 105 106 107 108 M ATCHLINE STA. 104+00.00 M ATCHLINE STA. 108+80.00 ADA COUNTY ALTERNATES A & B CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 52 71 70 14' 25' 15' 24' 14.0 LT +20.0 15.0 RT +20.0 31.0 RT +20.0 19.0 LT +20.0 31' 20' 19' 20' STA 104+77, 39' RT BEGIN TAPER STA 107+01, 51' RT END TAPER BY OTHERS SIDEWALK BY OTHERS SIDEWALK SAWCUT SAWCUT T.4N., R.1W., B.M. SW 4SW 4SEC.07 EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING 1 P.I. Ê E = 2424656.669 N = 739425.782 R = 11000.00 L = 1888.94 T = 946.80 = 9°50'20" LEFT D = 0°31'16" CV. NO. 1 72 SH-44 LEGEND LIMITS OF NEW PAVEMENT 72 72 60.6 RT +50.3 59.8 RT +50.3 40.0 RT +27.3 39.8 RT +89.6 60.6 RT +66.3 60.1 RT +66.3 R 20' R 20' 71 09 OTHERS UTILITIES TO BE RELOCATED BY 72 REMOVE AND RESET MAILBOX 71 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 ITD SPECS SEC. 405, SD 405-1 CONSTRUCT RURAL APPROACH; RE: 09 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 8 59 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2424656.6694' E. [PHONE REDACTED]' N. 11000.00' R 1888.94' L 946.80' T LT 09°50'20" ¬ 113+36.29 PI 110 109 110 111 112 113 M ATCHLINE STA. 108+80.00 M ATCHLINE STA. 113+60.00 ADA COUNTY ALTERNATES A & B CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 20 52 70 72 72 BY OTHERS SIDEWALK BY OTHERS SIDEWALK 51.0 LT +96.0 19.0 RT +75.0 31.0 RT +75.0 74.5 RT +34.0 77.7 RT +92.5 20' 19' 31' 20' 32' 19' 19' 20' 25' R 25' R SAWCUT SAWCUT T.4N., R.1W., B.M. SW 4SW 4SEC.07 1 EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT SH-44 LEGEND LIMITS OF NEW PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING 72.3 RT +90.9 P.I. Ê E = 2424656.669 N = 739425.782 R = 11000.00 L = 1888.94 T = 946.80 = 9°50'20" LEFT D = 0°31'16" CV. NO. 1 09 72 03 03 05 110+90 BEG STA EXISTING SIDWALK RETAIN & PROTECT SAWCUT 39.5 LT +94.9 R 35' R 35' 51.4 RT +09.3 39.2 RT +14.7 EDGE OF PAVEMENT OTHERS UTILITIES TO BE RELOCATED BY 72 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 GRADE ADJUST WATER VALVES COVER TO 20 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT TRAFFIC SEPARATOR; 17 ITD SPECS SEC. 405, SD 405-1 CONSTRUCT RURAL APPROACH; RE: 09 203 REMOVE FENCE; RE: ITD SPECS SEC. 05 CONSTRUCTION LIMITS SIDEWALK WITHIN NEW REMOVE CURB, GUTTER, AND OR 03 MATCH EXISTING GRADE GRADE BREAK 7.0 RT +15.0 7.0 RT +15.0 7.0 LT +88.75 7.0 LT +88.75 17 AT RIGHT OF WAY MATCH APPROACH WIDTH DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 9 59 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2424656.6694' E. [PHONE REDACTED]' N. 11000.00' R 1888.94' L 946.80' T LT 09°50'20" ¬ 113+36.29 PI 115 114 115 116 117 118 M ATCHLINE STA. 113+60.00 M ATCHLINE STA. 118+40.00 ADA COUNTY ALTERNATES A & B CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 52 72 72 70 70 72 BY OTHERS SIDEWALK BY OTHERS SIDEWALK 19' 32' 19' 20' 19' 19' 20' 20' STA 114+00, 51 LT BEGIN TAPER STA 115+85.50, 39 LT END TAPER 21 21 SAWCUT SAWCUT T.4N., R.1W., B.M. SE4SW 4SEC.07 1 SECTION LINE T.4N., R.1W., B.M. NE4NW 4SEC.18 EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING SH-44 LEGEND LIMITS OF NEW PAVEMENT P.I. Ê E = 2424656.669 N = 739425.782 R = 11000.00 L = 1888.94 T = 946.80 = 9°50'20" LEFT D = 0°31'16" CV. NO. 1 72 05 116+25 END STA OTHERS UTILITIES TO BE RELOCATED BY 72 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 ADJUST MANHOLE COVER TO GRADE 21 GRADE ADJUST WATER VALVES COVER TO 20 203 REMOVE FENCE; RE: ITD SPECS SEC. 05 20 20 72 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 10 59 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S81°37'08"E 122+78.43 PT 122+79.11 PC 120 119 120 121 122 123 M ATCHLINE STA. 118+40.00 M ATCHLINE STA. 123+20.00 ADA COUNTY ALTERNATES A & B CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 70 72 52 SAWCUT SAWCUT BY OTHERS SIDEWALK BY OTHERS SIDEWALK 19' 20' 19' 20' 20' 19' 20' 19' T.4N., R.1W., B.M. SE4SW 4SEC.07 1 2 P.I. Ê E = 2426226.293 N = 7391947.532 R = 11780.00 L = 1276.95 T = 639.10 = 6°12'39" LEFT D = 0°29'10" CV. NO. 2 T.4N., R.1W., B.M. NE4NW 4SEC.18 SECTION LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING SH-44 LEGEND LIMITS OF NEW PAVEMENT P.I. Ê E = 2424656.669 N = 739425.782 R = 11000.00 L = 1888.94 T = 946.80 = 9°50'20" LEFT D = 0°31'16" CV. NO. 1 05 119+75 BEG STA 05 72 72 R 10' OTHERS UTILITIES TO BE RELOCATED BY 72 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 203 REMOVE FENCE; RE: ITD SPECS SEC. 05 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 11 59 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 125 124 125 126 127 128 M ATCHLINE STA. 123+20.00 M ATCHLINE STA. 128+00.00 ADA COUNTY ALTERNATES A & B CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 52 72 70 72 19.0 LT +89.7 19.0 RT +07.0 63.9 RT +07.0 BY OTHERS SIDEWALK BY OTHERS SIDEWALK BY OTHERS SIDEWALK T.4N., R.1W., B.M. SE4SW 4SEC.07 T.4N., R.1W., B.M. SW 4 SE4SEC.07 2 SECTION LINE T.4N., R.1W., B.M. NW 4 NE4SEC.18 EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT SH-44 HIGHBROOK W AY LEGEND LIMITS OF NEW PAVEMENT P.I. Ê E = 2426226.293 N = 7391947.532 R = 11780.00 L = 1276.95 T = 639.10 = 6°12'39" LEFT D = 0°29'10" CV. NO. 2 70 25' R SAWCUT 57.0 LT +89.7 05 END 03 STA 125+00 STA 100+00 TO SOUTHSIDE FROM ADDITIVE BID B: 150+58.4 STA 125+00 AND STA ALL WORK BETWEEN BASE BID PACKAGE: 17 15 17 02 14B 14B 08 08 CONDUIT; RE: ACHD SPEC 1131 POLE, JUNCTION BOXES, AND RELOCATE PEDESTRIAN SIGNAL 85 OTHERS UTILITIES TO BE RELOCATED BY 72 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT TRAFFIC SEPARATOR; 17 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT CURB & GUTTER TYPE 2; 15 614-3 RAMP; RE: ITD SPECS SEC. 614, SD- CONSTRUCT PERPENDICULAR CURB 14A PAD BENEATH WARNING SURFACE SD 614-3, CONSTRUCT 5" CONCRETE SURFACE; RE: ITD SPECS SEC. 614, CONSTRUCT DETECTABLE WARNING 08 203 REMOVE FENCE; RE: ITD SPECS SEC. 05 CONSTRUCTION LIMITS SIDEWALK WITHIN NEW REMOVE CURB, GUTTER, AND OR 03 RE, ITD SPECS SEC. 202 REMOVE TREE, INCLUDING STUMP; 02 TO REMAIN PAVEMENT EXISTING 150+58.4 STA 125+00 AND STA ALL WORK BETWEEN BASE BID PACKAGE: STA 125+00 STA 100+00 TO NORTHSIDE FROM ADDITIVE BID A: DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 12 59 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 130 128 129 130 131 132 M ATCHLINE STA. 128+00.00 M ATCHLINE STA. 132+80.00 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 52 72 70 31.0 LT +49.0 54.0 LT +49.0 T.4N., R.1W., B.M. SW 4 SE4SEC.07 2 T.4N., R.1W., B.M. NW 4 NE4SEC.18 SECTION LINE EDGE OF PAVEMENT SH-44 ALBERTSON'S ENTRANCE P.I. Ê E = 2426226.293 N = 7391947.532 R = 11780.00 L = 1276.95 T = 639.10 = 6°12'39" LEFT D = 0°29'10" CV. NO. 2 LEGEND LIMITS OF NEW PAVEMENT 03 OTHERS UTILITIES TO BE RELOCATED BY 72 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 CONSTRUCTION LIMITS SIDEWALK WITHIN NEW REMOVE CURB, GUTTER, AND OR 03 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 13 59 G + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S87°49'47"E 135+56.05 PT 135 133 134 135 136 137 M ATCHLINE STA. 132+80.00 M ATCHLINE STA. 137+60.00 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 72 20 20 72 52 31.0 LT +80.0 18.0 LT +80.0 STA 133+80, 48' LT BEGIN TAPER STA 135+12.5, 36' LT END TAPER 60.0 RT +52.0 31.0 RT +52.0 SHEETS FOR DETAILS PLAN & PROFILE SEE APPROACH 25' R 0' R 31' 18' 18' 18' 31' 5' BY OTHERS SIDEWALK T.4N., R.1W., B.M. SW 4 SE4SEC.07 2 T.4N., R.1W., B.M. NE4 NE4SEC.18 SECTION LINE SAWCUT SAWCUT 60.0 RT +54.2 EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT SH-44 LEGEND LIMITS OF NEW PAVEMENT P.I. Ê E = 2426226.293 N = 7391947.532 R = 11780.00 L = 1276.95 T = 639.10 = 6°12'39" LEFT D = 0°29'10" CV. NO. 2 09 72 72 72 70 25 I.E. 2466.0 56.5 RT +80.0 I.E. 2466.5 56.5 RT +35.0 03 OTHERS UTILITIES TO BE RELOCATED BY 72 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 INSTALL 12" CULVERT 25 GRADE ADJUST WATER VALVES COVER TO 20 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT CURB & GUTTER TYPE 2; 15 3 RAMP; RE: ITD SPECS SEC. 614, SD-614- CONSTRUCT PERPENDICULAR CURB 14A ITD SPECS SEC. 405, SD 405-1 CONSTRUCT RURAL APPROACH; RE: 09 CONSTRUCTION LIMITS SIDEWALK WITHIN NEW REMOVE CURB, GUTTER, AND OR 03 15 SAWCUT 14A 14A 72 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 14 59 + + + + + + + + + + + + + + + +SN +SN +SN + + + + + + + + +SN + + + + + + + + + + +SN + + + + + + + + +SN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S87°49'47"E S88°08'04"E PI 138+82.15 S88°05'16"E 140 138 139 140 141 142 M ATCHLINE STA. 137+60.00 MATCHLINE STA. 142+40.00 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 09 20 71 70 70 70 72 70 72 71 70 52 18 LT +50.0 31.0 RT +50.0 25' R 25' R 24 24 22 36 LT +77.0 25' R 25' R 35' R 35' R 26 18' 18' 31' 5' 30' 32' 14A 14B 15 EXIST C/G MATCH 21 21 STA 138+50, 0.0 RT BEGIN SHIFTED CROWN 6.0 RT +00.0 6' 15 T.4N., R.1W., B.M. SW 4 SE4SEC.07 T.4N., R.1W., B.M. SE4 SE4SEC.07 T.4N., R.1W., B.M. NE4 NE4SEC.18 SECTION LINE 70 EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT SH-44 LEGEND LIMITS OF NEW PAVEMENT LIMITS OF NEW SIDEWALK 11 15 57.6 RT +93.5 57.6 RT +47.7 15 72 13 11 23 12 25' 52 LT +86.0 52 LT +11.0 21' EXISTING MATCH +85.4 43.0 RT +29.2 +71.0 09 20 19 43.4 RT +77.0 03 71 CENTER ST. IRRIGATION RETAIN AND PROTECT LINE SHIFTED CROWN 25' 12' FOR DETAILS SEE APPROACH PLANS 71 71 OTHERS UTILITIES TO BE RELOCATED BY 72 REMOVE AND RESET MAILBOX 71 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 STORAGE SYSTEM INSTALL UNDERGROUND DRAINAGE 26 21 INSTALL INLET TYPE 2A RE: ITD SD 605- 24 RE: ITD SD 605-31 INSTALL 1000 GAL SAND AND OIL TRAP 23 INSTALL 12" STORM SEWER PIPE 22 ADJUST MANHOLE COVER TO GRADE 21 GRADE ADJUST WATER VALVES COVER TO 20 INSTALL GUTTER TYPE 1, ITD SD 615-1 19 SPECS SEC. 615, SD 615-1 CONSTRUCT CURB TYPE 1; RE: ITD 16 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT CURB & GUTTER TYPE 2; 15 RE: ITD SPECS SEC. 614, SD-614-3 CONSTRUCT PARALLEL CURB RAMP; 14B 614-3 RAMP; RE: ITD SPECS SEC. 614, SD- CONSTRUCT PERPENDICULAR CURB 14A DRIVEWAY; RE: ITD SD 614-2 CONSTRUCT DIPPED SIDEWALK 13 RE: ITD SPECS SEC. 614, SD 614-1 CONSTRUCT CONCRETE 6' SIDEWALK; 12 RE: APPROACH DETAILS CONSTRUCT MODIFIED APPROACH; 11 ITD SPECS SEC. 405 CONSTRUCT URBAN APPROACH; RE: 10 ITD SPECS SEC. 405, SD 405-1 CONSTRUCT RURAL APPROACH; RE: 09 LANDSCAPE ROCK REMOVE PAVEMENT, PLACE 07 CONSTRUCTION LIMITS SIDEWALK WITHIN NEW REMOVE CURB, GUTTER, AND OR 03 11 EXISTING MATCH MATCH EXISTING SIDEWALK EXISTING GRADE BREAK 72 +34.0 +15.0 FOR DETAILS SEE APPROACH PLANS SIDEWALK TO EXISTING CONNECT +43.0 BREAK GRADE 71 71 72 71 71 07 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 15 59 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PI 147+01.97 S88°16'07"E 145 143 144 145 146 147 MATCHLINE STA. 142+40.00 M ATCHLINE STA. 147+20.00 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 30' 32' 31.47' 30.17' 22 24 24 71 71 71 26 26 20 02 02 02 70 20 73 72 72 12 12 15 15 15 15 T.4N., R.1W., B.M. SE4 SE4SEC.07 52 T.4N., R.1W., B.M. NE4 NE4SEC.18 SECTION LINE 23 EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING SH-44 LEGEND LIMITS OF NEW PAVEMENT LIMITS OF NEW SIDEWALK 26' 143+23 52 LT +09.4 52 LT +35.4 52 LT +05.0 52 LT +30.0 25' R 25' R 23 10 17 17 22 14 14 VALLEY GUTTER MATCH EXISTING AND SIDEWALK CURB & GUTTER MATCH EXISTING +40.4 BEGIN TAPER CURB & GUTTER MATCH EXISTING +55.0 03 03 22 03 03 03 71 71 71 UNION ST LINE SHIFTED CROWN 38.2 LT +35.6 30.0 LT +79.6 30.0 LT +55.5 SIDWALK MATCH EXISTING +47.0 30.0 LT +91.8 36.75 LT +09.5 37.1 LT +37.2 30.0 LT +65.8 BASE AND ASSOCIATED ELECTRICAL REMOVE AND RESET LIGHTPOLE & 87 RELOCATE FIRE HYDRANT 73 OTHERS UTILITIES TO BE RELOCATED BY 72 REMOVE AND RESET MAILBOX 71 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 STORAGE SYSTEM INSTALL UNDERGROUND DRAINAGE 26 605-21 INSTALL INLET TYPE 2A RE: ITD SD 24 RE: ITD SD 605-31 INSTALL 1000 GAL SAND AND OIL TRAP 23 INSTALL 12" STORM SEWER PIPE 22 GRADE ADJUST WATER VALVES COVER TO 20 INSTALL GUTTER TYPE 1, ITD SD 615-1 19 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT TRAFFIC SEPARATOR; 17 SPECS SEC. 615, SD 615-1 CONSTRUCT CURB TYPE 1; RE: ITD 16 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT CURB & GUTTER TYPE 2; 15 614-3 RAMP; RE: ITD SPECS SEC. 614, SD- CONSTRUCT PERPENDICULAR CURB 14A RE: ITD SPECS SEC. 614, SD 614-1 CONSTRUCT CONCRETE 6' SIDEWALK; 12 RE: APPROACH DETAILS CONSTRUCT MODIFIED APPROACH; 11 ITD SPECS SEC. 405 CONSTRUCT URBAN APPROACH; RE: 10 CONSTRUCTION LIMITS SIDEWALK WITHIN NEW REMOVE CURB, GUTTER, AND OR 03 RE, ITD SPECS SEC. 202 REMOVE TREE, INCLUDING STUMP; 02 END TAPER 24 22 23 24 70 41.0 LT +42.0 71 71 87 87 87 87 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 16 59 + + + + + W W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S88°29'25"E 150 148 149 150 151 152 MATCHLINE STA. 147+20.00 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, plan_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, plan_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 20 70 72 70 52 30.0 LT +58.4 31.0 RT +65.5 6.0 RT +00.0 70 0.0 RT +65.5 0.0 RT +00.0 0.0 LT +58.4 26 23 23 SAWCUT SAWCUT 12 15 15 T.4N., R.1W., B.M. SE4 SE4SEC.07 SECTION LINE T.4N., R.1W., B.M. NE4 NE4SEC.18 STA 149+09.5, 32 LT BEGIN TAPER MATCH EXISTING STA 149+65.5, END TAPER EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT E. 2428366.5328 N. [PHONE REDACTED] STA. 150+58.40 & CONSTRUCTION END PROJECT SH-44 N. STAR RD. 22 LEGEND LIMITS OF NEW PAVEMENT LIMITS OF NEW SIDEWALK 11 148+33 12' 46.5 LT +24.8 24 28 17 SAWCUT 71 03 02 71 R 10' PACKAGE BASE BID PACKAGE BASE BID 31.5 LT +20.0 46.4 LT +36.8 30.0 LT +20.0 30.0 LT +00.0 38.0 LT +65.0 38.0 LT +42.5 24 BASE AND ASSOCIATED ELECTRICAL REMOVE AND RESET LIGHTPOLE & 87 OTHERS UTILITIES TO BE RELOCATED BY 72 REMOVE AND RESET MAILBOX 71 UTILITIES RETAIN AND PROTECT EXISTING 70 TYPICAL SECTION CONSTRUCT ROADWAY SECTION; RE: 52 INSTALL 12" C-900 PIPE 28 STORAGE SYSTEM INSTALL UNDERGROUND DRAINAGE 26 605-21 INSTALL INLET TYPE 2A RE: ITD SD 24 TRAP RE: ITD SD 605-31 INSTALL 1000 GAL SAND AND OIL 23 INSTALL 12" STORM SEWER PIPE 22 GRADE ADJUST WATER VALVES COVER TO 20 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT TRAFFIC SEPARATOR; 17 RE: ITD SPECS SEC. 615, SD 615-1 CONSTRUCT CURB & GUTTER TYPE 2; 15 RE: ITD SPECS SEC. 614, SD 614-1 CONSTRUCT CONCRETE 6' SIDEWALK; 12 RE: APPROACH DETAILS CONSTRUCT MODIFIED APPROACH; 11 CONSTRUCTION LIMITS SIDEWALK WITHIN NEW REMOVE CURB, GUTTER, AND OR 03 RE, ITD SPECS SEC. 202 REMOVE TREE, INCLUDING STUMP; 02 MATCH EXISTING 87 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PROFILE SHEET 139+00 140+00 141+00 142+00 143+00 2470 2470 EXISTING GROUND ELEVATION MATCH EXISTING 2471.41' ELEV. 83.33 K INF' SD VC 50.00' 83.33 K INF' SD VC 50.00' -0.300% 0.300% -0.300% 0.300% 2471.62' +79.87 VPI 2471.08' +99.87 VPI 2471.11' +49.87 VPI 2471.47' +29.87 VPC 2471.47' +29.87 VPT 2471.15' +74.87 VPC 2471.15' +24.87 VPT 2471.18' +24.87 VPC 2471.18' +74.87 VPT 2471.12' +99.87 VLP 2471.15' +49.87 VLP 2471.55' +79.87 VHP 166.67 K 1157.6269' SD VC 100.00' ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, profile_00.dgn C. KOON C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, profile_00.dgn E. HULSLANDER C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 138+50 143+50 17 203010-464 59 203010-464 139+00 140+00 141+00 142+00 143+00 2470 2470 EXISTING GROUND ELEVATION MATCH EXISTING ELEV. 2470.20' 50.00' VC 50.00' VC 0.300% 0.300% 0.300% 0.300% 100.00' VC 138+50 143+50 139+00 140+00 141+00 142+00 143+00 2470 2470 EXISTING GROUND ELEV. 2470.89' VPI +80.00 2471.10' VPI +50.00 2470.59' VPC +30.00 2470.95' VPT +30.00 2470.95' +18.25 2470.62' VPT +25.00 2470.63' VPC +25.00 2470.66' VPT +75.00 2470.66' VLP +50.00 2470.63' VHP +80.00 2471.03' 138+50 143+50 50.00' VC 0.300% 100.00' VC 0.300% 50.00' VC 0.300% MATCH EXISTING VPT +25.00 2470.09' VPC +30.00 2470.39' VHP +80.00 2470.47' VPI +80.00 2470.54' VPT +30.00 2470.39' VPC +25.00 2470.08' VPI +50.00 2470.03' VLP +50.00 2470.07' VPT +75.00 2470.10' SHIFTED CROWN PROFILE +91.80 2470.16' +09.40 2469.99' +37.25 2470.07' EXISTING MATCH +93.20 2469.21' +52.20 2470.91' MATCH EXISTING MATCH EXISTING N. CENTER STREET DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PROFILE SHEET 144+00 145+00 146+00 147+00 148+00 2470 2470 EXISTING GROUND 2471.41' ELEV. 2470.27' ELEV. UNION ST. +17.70 144+00 145+00 146+00 147+00 148+00 2470 EXISTING GROUND ELEV. 2469.07' UNION ST. +17.70 -0.300% VPI +99.88 2470.48' VPT +50.00 2470.03' VHP +99.99 2470.40' 144+00 145+00 146+00 147+00 148+00 2470 EXISTING GROUND ELEV. 2469.75' -0.300% 2470 2470 VPI +99.88 2471.56' VPC +50.00 2471.41' VALLEY GUTTER MATCH EXISTING VHP +99.99 2471.00 ELEV. 2470.20' +65.75 2470.37' +80.72 2469.94' MATCH EXISTING MATCH EXISTING +55.32 2469.71' -0.300% +20.00 2469.22' VALLEY GUTTER MATCH EXISTING 0.300% -0.300% 2471.56' +99.88 VPI 2471.41' +49.88 VPC 2471.41' +49.88 VPT 2471.48' +99.87 VHP 166.65 K 1157.4950' SD VC 100.00' ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, profile_00.dgn C. KOON C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, profile_00.dgn E. HULSLANDER C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 143+50 148+30 18 203010-464 59 203010-464 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PROFILE SHEET 149+00 2470 2470 GROUND EXISTING 2470.27' ELEV. +64.50 ELEV. 2470.29' +00.00 2470.27' +50.00 2470.32' 0.00 K 0.0000' SD VC 0.00' -0.300% 0.300% 0.139% -0.258% 2470.17' +64.77 VPI 2470.24' +39.89 VPC 2470.24' +89.89 VPT 2470.20' +64.89 VLP 149+00 2470 2470 GROUND EXISTING ELEV. 2469.07' LIP OF GUTTER MATCH EXISTING 2469.19' +00.00 2468.90' VPC +42.54 2468.87' VPT +65.54 149+00 2470 2470 GROUND EXISTING 2527.09' ELEV. ELEV. 2469.75' +00.00 2469.75' 0.300% VPI +64.77 2469.65' VPT +89.89 2469.72' VLP +64.89 2469.68' VPC +39.89 2469.18' -0.300% MATCH EXISTING 149+00 59 19 ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, profile_00.dgn C. KOON C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, profile_00.dgn E. HULSLANDER C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 148+30 203010-464 203010-464 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 140 140 141 142 143 144 ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, drng_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, drng_00.dgn _ ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF YOUR Safety→YOUR Mobility→YOUR Economic Opportunity DEPARTMENT TRANSPORTATION IDAHO ￿ T R A N S P O R T A T I O N D E P A R T M E N T I D A H O ￿ ENGLISH DRAINAGE PLAN SHEET 24 24 22 24 23 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES STORAGE SYSTEM UNDERGROUND DRAINAGE PERMAVOID, OR APPROVED EQUAL INSTALL ACO STORMBRIX, ABT 26 605-21 INSTALL INLET TYPE 2A RE: ITD SD 24 TRAP RE: ITD SD 605-31 INSTALL 1000 GAL SAND AND OIL 23 INSTALL 12" STORM SEWER PIPE 22 C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 24 I.E. 2466.87' RIM 2470.53' +18.50 I.E. 2467.00' RIM 2470.00' +35.52 26 BOT. EL. 2466.00' I.E. 2466.87' RIM 2470.52' +50.00 26 I.E. 2466.97' RIM 2469.97' +50.00 BOT. EL. 2466.00' 102' 51' LEGEND DRAINAGE STORAGE SYSTEM LIMITS OF UNDERGROUND 23 22 22 65 LF 3 LF 22 5 LF 52 LF 22 22 8 LF 5 LF I.E. OUT 2466.45' I.E. IN 2466.85' I.E. OUT 2466.45' I.E. IN (N,S) 2466.85' 20 203010-464 59 203010-464 24 I.E. 2467.09' RIM 2469.82' +09.50 58 LF 22 PROTECT SIDEWALK RETAIN AND WATER UTILITY METER RETAIN AND PROTECT AND BASE RESET LIGHTPOLE REMOVE AND AND BASE RESET LIGHTPOLE REMOVE AND DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- + + + + + + + + + + + + + + W W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 145 150 145 146 147 148 149 150 ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, drng_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, drng_00.dgn _ ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF YOUR Safety→YOUR Mobility→YOUR Economic Opportunity DEPARTMENT TRANSPORTATION IDAHO ￿ T R A N S P O R T A T I O N D E P A R T M E N T I D A H O ￿ ENGLISH DRAINAGE PLAN SHEET 22 24 24 26 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES STORAGE SYSTEM UNDERGROUND DRAINAGE PERMAVOID, OR APPROVED EQUAL INSTALL ACO STORMBRIX, ABT 26 605-21 INSTALL INLET TYPE 2A RE: ITD SD 24 TRAP RE: ITD SD 605-31 INSTALL 1000 GAL SAND AND OIL 23 INSTALL 12" STORM SEWER PIPE 22 C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 I.E. 2465.89' RIM 2468.89' +65.0 I.E. 2465.74' RIM 2468.52' +65.00 BOT. EL. 2464.00' I.E. 2466.70' RIM 2470.35' +75.45 24 I.E. 2466.83' RIM 2469.83' +79.90 252' LEGEND DRAINAGE STORAGE SYSTEM LIMITS OF UNDERGROUND 24 23 23 22 22 22 64 LF 3 LF 5 LF 25 LF 70 LF 3 LF 22 I.E. OUT 2466.25' I.E IN 2466.65' 22 I.E. OUT 2465.30' I.E IN 2465.70' 21 203010-464 59 203010-464 AND IRRIGATION SYSTEM PROTECT LAWN RETAIN AND AND BASE RESET LIGHTPOLE REMOVE AND AND BASE RESET LIGHTPOLE REMOVE AND AND BASE RESET LIGHTPOLE REMOVE AND DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, drng_dtl_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, drng_dtl_00.dgn _ DRAINAGE DETAIL WITH GEOTEXTILE FABRIC WRAP DRAINAGE SYSTEM PLAN SEEPAGE BED DETAIL A A SECTION A-A C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 WITH GEOTEXTILE FABRIC WRAP DRAINAGE SYSTEM NEW SIDEWALK 3' 6' DRAINAGE PLANS BOT. EL., SEE APPR. EL. 2456 GROUND WATER LEVEL 3' MIN 22 203010-464 59 203010-464 TYPE B AGGREGATE FOR BASE PLACE 1.67' OF 3/4" RE: ITD SD 605-31 FROM SAND AND OIL TRAP IRON VENTED COVER REMOTE ACCESS DUCTILE TYPE B AGGREGATE FOR BASE PLACE 1' OF 3'4" ACO STROMBRIXX, OR APPROVED DETAIL INSTALL ABT PERMAVOID INOOCATIVE DRANINAGE SYSTEM, BOTH ENDS INSPECTION SHAFT: PLACE AT IRON VENTED COVER REMOTE ACCES DUCTILE BOTH ENDS INSPECTION SHAFT: PLACE AT EXCEEDS 200' BED IF LENGTH SHAFT AT MIDPOINT OF ADD CENTER INSPECTION MONITORING WELL MONITORING WELL ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF YOUR Safety→YOUR Mobility→YOUR Economic Opportunity DEPARTMENT TRANSPORTATION IDAHO ￿ T R A N S P O R T A T I O N D E P A R T M E N T I D A H O ￿ ENGLISH TEMPORARY TRAFFIC CONTROL DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 135 135 0 1 S02°21'17"W 0+00.00 POB 1+78.48 POE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 135 135 0+00 1+00 2+00 2460 2460 2470 2470 VPC +80.95 2468.10' VPC +75.77 2468.21' EDGE OF PAVEMENT SH-44 CENTERLINE 3.55 K 44.7538' SD VC 40.00' -2.013% -5.173% -2.000% -9.504% 1.751% 2465.00' +13.66 VPI 2466.90' +93.66 VPC 2465.35' +33.66 VPT 2465.29' +27.44 VLP ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH APPROACH PLAN & PROFILE SHEET J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, appr_00.dgn C. KOON C. KOON D. CARNAHAN 203010-464, appr_00.dgn JULY 2022 CAN ADA RD TO STAR RD SH-44 ADA COUNTY E. HULSLANDER 44.0 RT 135+30.75 SH-44 39.5 RT 134+94.18 SH-44 35' R 12.0 LT +72.0 12.0 RT +60.15 12.0 RT +59.35 EXISTING MATCH 2-LIFTS HMA (PG 58-28) 0.42' OF 1/2" SP-3 SUPERPAVE FOR BASE TYPE B 1.0' OF 3/4" AGGREGATE 1.42' OF GRANULAR SUBBASE 4:1 4:1 2% 2% 24' CL APPROACH SECTION E. 2426815.0155 N. [PHONE REDACTED] SH-44 135+06.00 0+00 = 23 203010-464 59 203010-464 C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 LEGEND LIMITS OF NEW PAVEMENT MATCH EXISTING MATCH EXISTING EL. 2467.97 EL. 2467.86 EL. 2468.07 EL. 2467.97 EL. 2467.97 EL. 2468.07 EL. 2467.97 EL. 2467.86 23.5 5 23.5 5 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 141 142 0 0+00.00 POB + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S88°08'04"E CITY OF STAR, ID ENGLISH GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES BASE TYPE B PLACE 6" OF 3/4" AGGREGATE FOR 50 SPECS SEC. 615, SD 615-1 CONSTRUCT CURB TYPE 1; RE: ITD 16 RE: APPROACH DETAILS CONSTRUCT MODIFIED APPROACH; 11 LANDSCAPE ROCK REMOVE PAVEMENT, PLACE 07 CONSTRUCTION LIMITS SIDEWALK WITHIN NEW REMOVE CURB, GUTTER, AND OR 03 P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 S88°05'16"E 141 142 31.5 LT +24.6 54.0 LT +19.9 40.0 LT +46.0 40.0 LT +21.0 10' R 15' R 15' R 15' R 10' R 40.0 LT +07.9 54.0 LT +07.9 EXISTING MATCH 10' R 31.5 LT +04.5 EXISTING MATCH 31.5 LT +17.75 31.5 LT +49.5 07 16 16 16 03 LEGEND LIMITS OF NEW PAVEMENT 40.0 LT +19.9 52.2 LT +60.1 52.1 LT +81.4 31.5 LT +55.3 31.5 LT +86.2 R 10' R 10' 50 71 11 15 R 10' 11 11 ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, appr_00.dgn C. KOON C. KOON D. CARNAHAN 203010-464, appr_00.dgn JULY 2022 CAN ADA RD TO STAR RD SH-44 ADA COUNTY E. HULSLANDER 203010-464 203010-464 APPROACH PLAN SHEET 24 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 15' MAX. SECTION 15' MAX. ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, appr_dtl_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, appr_dtl_00.dgn _ APPROACH DETAILS MODIFIED APPROACH DETAIL C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 GUTTER FLOW LINE CURB SECTION APPROACH SURFACE 1" ±1/2" UNTREATED BASE 0.50' OF 3/4" AGGREGATE FOR SUPERPAVE HMA (PG-28) 0.25' OF 1/2" SP-3 SEE PLANS FOR STA/OFF MATCH EXISTING GROUND AND APPROACH WIDTH SEE PLANS FOR STA/OFF MATCH EXISTING GROUND GROUND EXISTING SECTION 203010-464 203010-464 STATION / LOCATION DRIVEWAY CURB AND GUTTER RURAL APPROACH DETAIL UNLESS NOTED MATCH EXISTING UNTREATED BASE TYPE B 0.50' OF 3/4" AGGREGATE FOR SUPERPAVE HMA (PG-28) 0.25' OF 1/2" SP-3 GRAVEL SECTION PAVED SECTION PLAN (TYP) R=10' HMA (PG-28) 1/2" SP-3 SUPERPAVE UNTREATED BASE TYPE B 0.50' OF 3/4" AGGREGATE FOR 4:1 4:1 4:1 4:1 ON PLANS AND AGGREGATE SHOWN LIMITS OF PAVEMENT UNTREATED BASE TYPE B 3/4" AGGREGATE FOR UNLESS NOTED MATCH EXISTING UNLESS NOTED MATCH EXISTING ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF YOUR Safety→YOUR Mobility→YOUR Economic Opportunity DEPARTMENT TRANSPORTATION IDAHO ￿ T R A N S P O R T A T I O N D E P A R T M E N T I D A H O ￿ ENGLISH TEMPORARY TRAFFIC CONTROL 25 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH 203010-464 203010-464 26 59 103+89.50 PC 99+00.79 POB 100 101 102 103 104 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + MATCHLINE STA. 104+00.00 31.0' LT +28.1 +34.9 19.0' LT +28.1 25.5' LT +53.1 25.1' LT +53.1 25.5' LT +53.1 25.1' LT +53.1 6.9' LT +60.0 6.9' LT +89.5 19.0' LT +89.5 31.0' LT +89.5 ADA COUNTY ALTERNATE A CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00A.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00A.dgn E. HULSLANDER SPECS SEC. 616 REMOVE AND RESET SIGN, RE: ITD 82 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 4" SOLID WHITE LINE SHEET KEYNOTES ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. GENERAL SHEET NOTES SH-44 LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 102+50 White Type 2 LT 102+30 White Type 2 LT 101+30 White Type 4 LT 100+30 White Type 4 LT 99+30 COLOR TYPE OFFSET STATION 82 S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 8" SOLID WHITE LINE 4" DOUBLE YELLOW LINE SKYDIVE IDAHO DZONE SKYDIVING EDGE OF PAVEMENT SIGNING, PAV MARKINGS, & SIGNALS BY OTHERS INTERSECTION IMPROVEMENT CAN ADA RD / SH-44 80 80 80 80 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH 203010-464 203010-464 27 59 103+89.50 PC 99+00.79 POB 100 101 102 103 104 + + + + + + + + + + MATCHLINE STA. 104+00.00 31.0' RT +60.0 19.0' RT +60.0 7.0' RT +60.0 19.0' RT +89.5 7.0' RT +89.5 +30.0 +30.0 +29.9 31.0' RT +89.5 ADA COUNTY ALTERNATE B CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00B.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00B.dgn E. HULSLANDER SPECS SEC. 616 REMOVE AND RESET SIGN, RE: ITD 82 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 4" SOLID WHITE LINE 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" BROKEN WHITE LINE SHEET KEYNOTES ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. GENERAL SHEET NOTES CAN-ADA RD SH-44 LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 102+50 White Type 2 LT 102+30 White Type 2 LT 101+30 White Type 4 LT 100+30 White Type 4 LT 99+30 COLOR TYPE OFFSET STATION S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 06 81 County Ada ENTERING 36"x30" I-2 81 Gem Community 2H-3 POP. 11,117 Star ENTERING 36"x30" I-2 82 ORD. NO. 195 PROHIBITED BRAKES COMPRESSION EDGE OF PAVEMENT SIGNING, PAV MARKINGS, & SIGNALS BY OTHERS INTERSECTION IMPROVEMENT CAN ADA RD / SH-44 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH 203010-464 203010-464 28 59 103+89.50 PC 104 105 106 107 108 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 104+00.00 M ATCHLINE STA. 108+80.00 21.7' LT +34.8 19.0' LT +34.8 +35.0 7.0' RT +92.2 3.3' RT +25.0 7.0' RT +25.0 6.9' LT +92.2 ADA COUNTY ALTERNATE A CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00A.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00A.dgn E. HULSLANDER SPECS SEC. 616 REMOVE AND RESET SIGN, RE: ITD 82 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 06 4" SOLID WHITE LINE 80 GENERAL SHEET NOTES SH-44 LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 2 RT 108+00 White Type 1 LT 107+78 White Type 2 RT 107+00 White Type 2 LT 104+30 White Type 2 LT 103+30 COLOR TYPE OFFSET STATION 8.0' 12.0' 12.0' 14.0' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 4" DOUBLE YELLOW LINE LINE, 9' GAP) 8" DOTTED WHITE LINE 81 TURN RIGHT MUST RIGHT LANE 36"x36" R3-7R ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. SHEET KEYNOTES EDGE OF PAVEMENT SIGNING, PAV MARKINGS, & SIGNALS LINE, 9' GAP) 8" DOTTED WHITE LINE 8" SOLID WHITE LINE 80 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH 203010-464 203010-464 29 59 103+89.50 PC 104 105 106 107 108 + + + + + + + + + M ATCHLINE STA. 104+00.00 M ATCHLINE STA. 108+80.00 31.0' RT +75.0 43.0' RT +00.0 31.0' RT +00.0 33.7' RT +00.0 0.5' RT +38.2 +30.0 +30.0 0.5' LT +13.2 ADA COUNTY ALTERNATE B CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00B.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00B.dgn E. HULSLANDER SPECS SEC. 616 REMOVE AND RESET SIGN, RE: ITD 82 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 LINE, 9' GAP) 8" DOTTED WHITE LINE 4" SOLID WHITE LINE 8" SOLID WHITE LINE 4" BROKEN WHITE LINE GENERAL SHEET NOTES SH-44 LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 2 RT 108+00 White Type 1 LT 107+78 White Type 2 RT 107+00 White Type 2 LT 104+30 White Type 2 LT 103+30 COLOR TYPE OFFSET STATION 06 14.0' 12.0' 12.0' 12.0' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 SIGN ASSEMBLY CITY OF STAR 81 35 LIMIT SPEED REDUCED 36"x36" W3-5 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. 8.0' 80 82 SHEET KEYNOTES EDGE OF PAVEMENT SIGNING, PAV MARKINGS, & SIGNALS 80 80 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 30 59 109 110 111 112 113 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 108+80.00 M ATCHLINE STA. 113+60.00 +30.0 21.7' LT +69.9 31.0' LT +94.9 19.0' LT +94.9 43.0' LT +95.7 31.0' LT +95.7 37.4' LT +20.7 6.9' LT +94.8 0.5' LT +69.8 7.0' RT +14.9 7.0' RT +95.8 0.5' RT +20.8 7.0' LT +88.9 3.3' LT +68.9 7.0' LT +68.9 ADA COUNTY ALTERNATE A CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00A.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00A.dgn E. HULSLANDER 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 113+06 White Type 2 LT 113+00 White Type 2 LT 112+00 White Type 2 LT 111+00 White Type 2 RT 110+00 White Type 2 RT 109+00 COLOR TYPE OFFSET STATION S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 81 Can Ada Rd 42"x12" W16-8P SIDE ROAD SYMBOL 36"x36" W2-2 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. EDGE OF PAVEMENT 8" SOLID WHITE LINE LINE, 9' GAP) 8" DOTTED WHITE LINE 4" BROKEN WHITE LINE 80 80 4" SOLID WHITE LINE SHEET KEYNOTES 8.0' 12.0' 12.0' 12.0' 14.0' SIGNING, PAV MARKINGS, & SIGNALS 8" SOLID WHITE LINE 4" DOUBLE YELLOW LINE 80 80 80 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 31 59 109 110 111 112 113 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 108+80.00 M ATCHLINE STA. 113+60.00 43.0' RT +10.3 31.0' RT +10.3 37.6' RT +85.4 31.0' RT +13.5 +96.8 +01.7 ADA COUNTY ALTERNATE B CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00B.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00B.dgn E. HULSLANDER 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 06 GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 113+06 White Type 2 LT 113+00 White Type 2 LT 112+00 White Type 2 LT 111+00 White Type 2 RT 110+00 White Type 2 RT 109+00 COLOR TYPE OFFSET STATION S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 81 STOP 36"x36" R1-1 81 S Ripplerock Ave 66"x12" D3-1 (x2 BACK-TO-BACK) W State St 48"x12" D3-1 (x2 BACK-TO-BACK) ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. 4" SOLID WHITE LINE 4" BROKEN WHITE LINE 80 06 SHEET KEYNOTES EDGE OF PAVEMENT 8" SOLID WHITE LINE 4" SOLID WHITE LINE 14.0' 12.0' 12.0' 8.0' 12.0' SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH 203010-464 203010-464 32 59 114 115 116 117 118 + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 113+60.00 M ATCHLINE STA. 118+40.00 43.0' LT +99.8 33.7' LT +99.8 31.0' LT +99.8 31.0' LT +85.0 7.0' LT +59.0 7.0' RT +59.0 ADA COUNTY ALTERNATE A CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00A.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00A.dgn E. HULSLANDER SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 118+34 White Type 1 LT 118+34 White Type 2 LT 114+00 COLOR TYPE OFFSET STATION 8.0' 12.0' 12.0' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. EDGE OF PAVEMENT 8" SOLID WHITE LINE 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" BROKEN WHITE LINE 80 8.0' 12.0' 12.0' 14.0' 12.0' 4" SOLID WHITE LINE LINE, 9' GAP) 8" DOTTED WHITE LINE SHEET KEYNOTES SIGNING, PAV MARKINGS, & SIGNALS LINE, 9' GAP) 8" DOTTED WHITE LINE 4" DOUBLE YELLOW LINE DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH 203010-464 203010-464 33 59 114 115 116 117 118 + + + + M ATCHLINE STA. 113+60.00 M ATCHLINE STA. 118+40.00 ADA COUNTY ALTERNATE B CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00B.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00B.dgn E. HULSLANDER SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 118+34 White Type 1 LT 118+34 White Type 2 LT 114+00 COLOR TYPE OFFSET STATION 14.0' 12.0' 12.0' 8.0' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" SOLID WHITE LINE 4" BROKEN WHITE LINE SHEET KEYNOTES EDGE OF PAVEMENT SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 34 59 122+78.43 PT 122+79.11 PC 119 120 121 122 123 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 118+40.00 M ATCHLINE STA. 123+20.00 +46.0 0.5' LT +63.0 0.5' RT +88.0 7.0' LT +50.0 ADA COUNTY ALTERNATE A CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00A.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00A.dgn E. HULSLANDER 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 GENERAL SHEET NOTES 8.0' 12.0' 12.0' 14.0' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 81 06 55 LIMIT SPEED 30"x36" R2-1 EDGE OF PAVEMENT 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" BROKEN WHITE LINE 4" SOLID WHITE LINE 4" DOUBLE YELLOW LINE 80 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. SHEET KEYNOTES SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 35 59 122+78.43 PT 122+79.11 PC 119 120 121 122 123 + + + + + + + + + + + + + M ATCHLINE STA. 118+40.00 M ATCHLINE STA. 123+20.00 0.5' LT +63.0 0.5' RT +88.0 7.0' RT +50.0 3.3' RT +64.0 7.0' RT +64.0 +57.6 ADA COUNTY ALTERNATE B CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00B.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00B.dgn E. HULSLANDER 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 GENERAL SHEET NOTES 14.0' 12.0' 12.0' 8.0' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 81 06 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" SOLID WHITE LINE 4" BROKEN WHITE LINE 80 LINE, 9' GAP) 8" DOTTED WHITE LINE 8" SOLID WHITE LINE 80 80 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. SHEET KEYNOTES EDGE OF PAVEMENT SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 36 59 124 125 126 127 128 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 123+20.00 M ATCHLINE STA. 128+00.00 N. HIGHBROOK W AY S. HIGHBROOK W AY 37.0' RT +82.0 37.0' LT +62.9 30.0' RT +86.3 18.0' RT +86.3 6.0' RT +86.3 6.0' LT +88.3 6.0' LT +80.3 18.0' LT +82.3 30.0' LT +82.3 0.5' RT +13.3 6.0' LT +15.8 3.3' LT +15.8 24.5' LT +07.4 18.0' LT +89.2 20.7' LT +89.2 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00.dgn E. HULSLANDER SPECS SEC. 616 REMOVE AND RESET SIGN, RE: ITD 82 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 4 RT 125+85 White Type 4 LT 125+75 White Type 4 RT 124+85 White Type 4 LT 124+75 White Type 1 RT 123+62 White Type 1 LT 123+62 COLOR TYPE OFFSET STATION 12.0' 12.0' 12.0' 12.0' 12.0' 6.0' 6.9' 80 80 80 80 S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 06 EXISTING TRAFFIC SEPARATOR 4" SOLID WHITE LINE 4" BROKEN WHITE LINE EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT LINE, 9' GAP) 8" DOTTED WHITE LINE LINE, 9' GAP) 8" DOTTED WHITE LINE 4" SOLID WHITE LINE 80 8" SOLID WHITE LINE ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. SIGNING, PAV MARKINGS, & SIGNALS SHEET KEYNOTES 80 8" SOLID WHITE LINE 80 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 37 59 124 125 126 127 128 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 123+20.00 M ATCHLINE STA. 128+00.00 N. HIGHBROOK W AY S. HIGHBROOK W AY 48.0' LT +59.1 7.0' LT +53.5 37.0' LT +60.1 19.0' LT +53.5 31.0' LT +53.5 4' 4' 19.0' RT +77.6 61.1' LT +93.0 47.4' LT +45.0 18.0' LT +80.3 ADA COUNTY ALTERNATE A CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00A.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00A.dgn E. HULSLANDER CONDUIT; RE: ACHD SPEC 1131 POLE, JUNCTION BOXES, AND RELOCATE PEDESTRIAN SIGNAL 85 SIGN; RE: ACHD SPEC 1131 RELOCATE MAST-ARM MOUNTED 84 HEAD; RE: ACHD SPEC 1131 INSTALL R/Y/G 3-SECTION SIGNAL 83 SPECS SEC. 616 REMOVE AND RESET SIGN, RE: ITD 82 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 GENERAL SHEET NOTES 06 84 85 LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 4 RT 125+85 White Type 4 LT 125+75 White Type 4 RT 124+85 White Type 4 LT 124+75 White Type 1 RT 123+62 White Type 1 LT 123+62 COLOR TYPE OFFSET STATION 83 S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 EDGE OF PAVEMENT 4" DOUBLE YELLOW LINE 4" BROKEN WHITE LINE 4" SOLID WHITE LINE ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. 8.0' 12.0' 12.0' SHEET KEYNOTES 4" BROKEN WHITE LINE 06 MATCH EXISTING LANE LINE 80 80 SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 38 59 124 125 126 127 128 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 123+20.00 M ATCHLINE STA. 128+00.00 N. HIGHBROOK W AY S. HIGHBROOK W AY 47.9' RT +70.4 7.0' RT +51.5 7.0' RT +59.3 31.0' RT +57.6 37.0' RT +80.3 19.0' RT +57.4 57.7' RT +08.2 47.7' RT +58.1 37.0' LT +60.1 7.0' LT +53.5 0.5' LT +26.5 ADA COUNTY ALTERNATE B CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00B.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00B.dgn E. HULSLANDER ACHD SPEC 1131 JUNCTION BOXES, AND CONDUIT; RE: RELOCATE PEDESTRIAN SIGNAL POLE, 85 RE: ACHD SPEC 1131 INSTALL R/Y/G 3-SECTION SIGNAL HEAD; 83 SPECS SEC. 616 REMOVE AND RESET SIGN, RE: ITD 82 INSTALL SIGN; RE: ITD SPECS SEC. 616 81 SEC. 630 PREFORMED THERMO; RE: ITD SPECS PLACE PAVEMENT MARKINGS- 80 REMOVE SIGN; RE: ITD SPECS SEC. 203 06 GENERAL SHEET NOTES 85 LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 4 RT 125+85 White Type 4 LT 125+75 White Type 4 RT 124+85 White Type 4 LT 124+75 White Type 1 RT 123+62 White Type 1 LT 123+62 COLOR TYPE OFFSET STATION S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 80 8" SOLID WHITE LINE 4" SOLID WHITE LINE 4" BROKEN WHITE LINE 80 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. 14.0' 12.0' 12.0' 8.0' SHEET KEYNOTES EDGE OF PAVEMENT 83 80 SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 39 59 128 129 130 131 132 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 128+00.00 M ATCHLINE STA. 132+80.00 6.0' LT +11.9 6.0' LT +82.2 2.2' RT +82.2 2.3' RT +50.0 2.8' LT +46.1 6.0' RT +46.1 30.0' RT +56.6 30.0' RT +18.7 30.0' LT +55.6 42.0' LT +51.0 30.0' LT +51.0 36.4' LT +76.0 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00.dgn E. HULSLANDER 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 128+90 White Type 1 LT 128+90 COLOR TYPE OFFSET STATION 12.0' 12.0' 12.0' 12.0' 12.0' 6.2' 6.4' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. EXISTING TRAFFIC SEPARATOR 4" SOLID WHITE LINE 4" BROKEN WHITE LINE EXISTING EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT 4" SOLID YELLOW LINE 4" BROKEN YELLOW LINE AND LINE, 9' GAP) 8" DOTTED WHITE LINE 4" SOLID WHITE LINE 80 80 80 LINE, 9' GAP) 8" DOTTED WHITE LINE 4" DOUBLE YELLOW LINE 4" SOLID WHITE LINE EXISTING EDGE OF PAVEMENT EXISTING TRAFFIC SEPARATOR 4" SOLID WHITE LINE 8" SOLID WHITE LINE EDGE OF PAVEMENT SHEET KEYNOTES SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 40 59 128 129 130 131 132 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 128+00.00 M ATCHLINE STA. 132+80.00 18.0' LT +55.6 ADA COUNTY 203010-464, sign_pvmk_00A.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00A.dgn E. HULSLANDER 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 128+90 White Type 1 LT 128+90 COLOR TYPE OFFSET STATION S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. SHEET KEYNOTES 06 ALTERNATE A CAN ADA RD TO STAR RD SH-44 4" BROKEN WHITE LINE SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 41 59 133 134 135 136 137 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 132+80.00 M ATCHLINE STA. 137+60.00 42.0' LT +90.5 +90.5 32.7' LT +90.5 30.0' LT +90.5 6.0' LT +13.7 2.5' LT +13.7 6.0' LT +09.7 6.0' RT +09.7 30.0' LT +86.7 +86.6 46.0' RT +94.2 +34.5 +29.5 48.0' RT +29.1 40.0' RT +39.0 42.0' RT +59.8 +64.7 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00.dgn E. HULSLANDER SIGNAL; RE: ACHD SPEC 1131 CONDUIT FOR FUTURE EMERGENCY INSTALL JUNCTION BOXES AND 86 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 06 GENERAL SHEET NOTES 8" SOLID WHITE LINE 4" SOLID WHITE LINE 4" BROKEN WHITE LINE 86 86 86 LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 4 RT 135+50 White Type 4 RT 134+85 White Type 1 RT 134+18 White Type 1 LT 134+18 White Type 2 LT 133+90 White Type 2 LT 132+90 COLOR TYPE OFFSET STATION 12.0' 12.0' 12.0' 12.0' 12.0' 6.0' 6.0' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 81 TURN RIGHT MUST RIGHT LANE 36"x36" R3-7R 81 81 81 81 ENTER DO NOT 36"x36" R5-1 ONE WAY 54"x18" R6-1 (x2 BACK-TO-BACK) STOP 36"x36" R1-1 ENTER DO NOT 36"x36" R5-1 ONE WAY 54"x18" R6-1 (x2 BACK-TO-BACK) STOP 36"x36" R1-1 EDGE OF PAVEMENT 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" SOLID WHITE LINE 4" BROKEN WHITE LINE EDGE OF PAVEMENT EXISTING TRAFFIC SEPARATOR LINE, 9' GAP) 8" DASHED WHITE LINE 80 80 80 4" DOUBLE SOLID YELLOW LINE EXISTING EDGE OF PAVEMENT ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. SHEET KEYNOTES SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH 203010-464 203010-464 42 59 138 139 140 141 142 + + + + + + + + + + + + + + + + + + + + + + M ATCHLINE STA. 137+60.00 MATCHLINE STA. 142+40.00 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00.dgn E. HULSLANDER 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 06 06 GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 4 RT 141+50 White Type 1 RT 139+46 White Type 1 LT 139+46 White Type 4 LT 139+35 White Type 4 RT 139+15 White Type 4 LT 138+60 White Type 4 RT 138+25 COLOR TYPE OFFSET STATION 12.0' 12.0' 12.0' 12.0' 14.0' S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 81 82 81 81 06 STOP 36"x36" R1-1 N Center St 30"x9" D3-1 (x2 BACK-TO-BACK) W State St 30"x9" D3-1 (x2 BACK-TO-BACK) NO TRUCKS SYMBOL 24"x24" R5-2 81 ￿ TIME ANY PARKING NO 12"x18" R7-1 STOP NO TRUCKS SYMBOL 36"x36" 24"x24" R1-1 (BACK-TO-BACK) R5-2 ￿ DEAD END DEAD END ￿ 36"x8" 36"x8" W14-1aL (BACK-TO-BACK) W14-1aR S Sunlight Ave 36"x9" D3-1 (x2 BACK-TO-BACK) W State St 30"x9" D3-1 (x2 BACK-TO-BACK) 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" SOLID WHITE LINE 4" BROKEN WHITE LINE EDGE OF PAVEMENT 4" SOLID WHITE LINE 4" BROKEN WHITE LINE EDGE OF PAVEMENT 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 12.0' 12.0' 12.0' 12.0' 12.0' 6.0' 6.0' 06 06 EDGE OF PAVEMENT / LIP OF GUTTER ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. SHEET KEYNOTES SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 43 59 143 144 145 146 147 + + + + + + + + + + + + + + + + + + + + + + + + + MATCHLINE STA. 142+40.00 M ATCHLINE STA. 147+20.00 +63.1 0.5' LT +12.3 0.5' RT +37.3 +36.1 +91.5 6.0' RT +19.2 6.0' RT +37.0 6.0' LT +22.7 3.3' RT +43.4 6.0' RT +43.4 0.5' LT +94.4 3.5' RT +50.0 1.7' LT +92.0 6.0' RT +92.0 6.0' LT +12.1 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00.dgn E. HULSLANDER 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 14.0' 12.0' 12.0' 12.0' 12.0' GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 4 LT 146+55 White Type 4 LT 145+80 White Type 1 RT 144+22 White Type 1 LT 144+74 White Type 4 RT 142+55 COLOR TYPE OFFSET STATION S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 81 81 81 06 35 LIMIT SPEED 30"x36" R2-1 STOP 36"x36" R1-1 N Union St 30"x9" D3-1 (x2 BACK-TO-BACK) W State St 30"x9" D3-1 (x2 BACK-TO-BACK) 25 LIMIT SPEED 30"x36" R2-1 RETAIN AND PROTECT SIGN 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" BROKEN WHITE LINE 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" BROKEN WHITE LINE 06 06 (SEE ROADWAY PLANS) TRAFFIC SEPARATOR LINE, 9' GAP) 8" DASHED WHITE LINE 8" SOLID WHITE LINE (SEE ROADWAY PLANS) TRAFFIC SEPARATOR 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 80 80 80 80 LINE, 9' GAP) 8" DASHED WHITE LINE ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. EDGE OF PAVEMENT / LIP OF GUTTER EDGE OF PAVEMENT / LIP OF GUTTER SHEET KEYNOTES SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 44 59 148 149 150 151 152 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + MATCHLINE STA. 147+20.00 STAR RD. 6.0' RT +93.1 6.0' RT +16.2 6.0' RT +16.8 +00.0 6.0' RT +45.9 3.3' RT +45.9 0.5' LT +19.7 31.0' LT +60.1 31.0' RT +68.7 6.0' LT +46.7 18.0' LT +46.7 6.0' RT +44.7 6.0' RT +54.4 18.0' RT +52.4 32.5' RT +52.4 6.0' LT +16.8 ADA COUNTY BASE BID CAN ADA RD TO STAR RD SH-44 203010-464, sign_pvmk_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, sign_pvmk_00.dgn E. HULSLANDER SIGN; RE: ACHD SPEC 1131 RELOCATE MAST-ARM MOUNTED 84 HEAD; RE: ACHD SPEC 1131 INSTALL R/Y/G 3-SECTION SIGNAL 83 616 INSTALL SIGN; RE: ITD SPECS SEC. 81 SPECS SEC. 630 PREFORMED THERMO; RE: ITD PLACE PAVEMENT MARKINGS- 80 203 REMOVE SIGN; RE: ITD SPECS SEC. 06 14.0' 12.0' 12.0' 12.0' 12.0' GENERAL SHEET NOTES LOCATIONS LISTED BELOW. PER ITD STD. DWG. 617-1 AT THE INSTALL GREEN FLEXIBLE DELINEATORS White Type 1 RT 150+02 White Type 1 LT 150+02 COLOR TYPE OFFSET STATION 83 FOR EASTBOUND TRAFFIC CORNER SIGNAL POLE ON THE SOUTHEAST S T A T E O F I D A H O A L E X G R O V E R P R O F E S S I O N A L E N G I N E E R L I C E N S E D 17886 06 06 06 06 81 LABOR COUNCIL BOISE CENTRAL Highway Adopt a 36"x36" D14-101 80 80 84 06 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND 4" BROKEN WHITE LINE EDGE OF PAVEMENT / LIP OF GUTTER 4" BROKEN WHITE LINE EDGE OF PAVEMENT / LIP OF GUTTER 4" BROKEN YELLOW LINE 4" SOLID YELLOW LINE AND (SEE ROADWAY PLANS) TRAFFIC SEPARATOR LINE, 9' GAP) 8" DOTTED WHITE LINE LINE, 9' GAP) 8" DOTTED WHITE LINE 8" SOLID WHITE LINE ALL PAVEMENT MARKINGS. REFERENCE ITD STD. DWG. 630-1 FOR 6. STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION, CONTRACTOR 1. SHEET KEYNOTES SIGNING, PAV MARKINGS, & SIGNALS DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 100 105 110 115 120 125 130 135 140 145 150 59 45 ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, ttcp_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, ttcp_00.dgn _ WORK MINOR ENCROACHMENT (REF: ACHD TC-11) FOR THE RURAL ROADWAY SECTION. 2. TEMPORARY TRAFFIC CONTROL FOR BID ALTERNATIVES A AND B WILL USE THE ACHD STANDARD TRAFFIC DETAIL FOR SHOULDER SPECIFIC TTC PLAN ON THE FOLLOWING SHEETS FOR THE URBAN SECTION FULL RECONSTRUCTION. FOR SHOULDER WORK MINOR ENCROACHMENT (REF: ACHD TC-11) FOR THE RURAL ROADWAY SECTION. USE THE SITE 1. TEMPORARY TRAFFIC CONTROL FOR THE BASE BID EAST OF HIGHBROOK STREET WILL USE THE ACHD STANDARD TRAFFIC DETAIL NOTES: BID ALTERNATIVE 1 BID ALTERNATIVE 2 BASE BID CONSTRUCTION. BLACK PLASTIC WILL NOT BE ACCEPTED. 8. CONFLICTING SIGNS SHALL BE COVERED BY AND APPROVED METHOD OR REMOVED DURING RIGHT OF WAY. 7. SIGNS AND SIGN STANDS NOT IN USE SHALL BE REMOVED OR LAID DOWN AT LEAST 15 FEET FROM THE DEPENDING ON PREVAILING CONDITIONS, AND/OR CONFLICTS WITH EXISTING SIGNS. 6. ALL DISTANCES BETWEEN SIGNS ARE A MINIMUM AND MAY REQUIRE SPACING ADJUSTMENTS IN THE FIELD ABOVE SIGN. OPERATION AT ALL TIMES. FLASHING WARNING LIGHTS SHALL BE MOUNTED NO GREATER THAN 12 INCHES 5. ALL TEMPORARY SPEED LIMITS SIGNS SHALL HAVE TYPE B HIGH-INTENSITY FLASHING WARNING LIGHT IN PLAN AS SHOWN DOES NOT CONFORM TO THE CONTRACTOR'S METHOD OF OPERATION. 4. SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL IF THE TRAFFIC CONTROL -MAINTENANCE OF TRAFFIC. DEPARTMENT STANDARDD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, SUBSECTION 105.14 D 3. TRAFFIC CONTROL OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE IDAHO TRANSPORTATION SPECIFICATIONS FOR HIGHWWAY CONSTRUCTION SUBSECTION 712.02. RETRO REFLECTIVITY REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT STANDARD 2. ALL SIGNS AND CHANNELIZING DEVICES SHALL BE NEW OR LIKE NEW CONDITION AND SHALL MEET THE THE STATE. THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AS ADOPTED BY 1. ALL TAPERS AND WORKZONE TRAFFIC CONTROL SIGNING AND DEVICES, SHALL MEET OR EXCEED GENERAL NOTES: COORDINATED WITH THE URBAN SECTION CONSTRUCTION PHASING. WORK AREAS WILL BE PERMITTED ON ONE SIDE OF THE ROADWAY AT A TIME AND SHOULD BE 16. OTHERWISE. DRUMS CLASS B SHALL BE USED IN ALL TAPERS. TUBULAR MARKERS WITH DOUBLE BASES SHALL BE USED IN TANGENT SECTIONS UNLESS SHOWN 15. IMPACTED BY THIS PROJECT, INCLUDING OBTAINING ANY REQUIRED PERMITS. COORDINATE WORK WITH THE AUTHORITIES HAVING JURISDICTION OVER THE LOCAL ROADS 14. DURING CONSTRUCTION TO PROVIDE INFORMATION TO THE MOTORISTS. BEFORE WORK BEGINS ON EACH ROAD SECTION, AND WILL CONTINUE TO BE USED AS DIRECTED ADVISE MOTORISTS OF THE UPCOMING ROAD WORK. PCMS SHALL BE SET IN PLACE SEVEN DAYS PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE PLACED AT THE PROJECT LIMITS TO 13. INSTALLATION AND MODIFICATIONS OF THE TEMPORARY TRAFFIC CONTROL. HAVE A CERTIFIED WORK SITE TRAFFIC CONTROL SUPERVISOR ON SITE TO DIRECT THE 12. WHERE SIGNS ARE PLACED AT THE SAME LOCATION LESS THAN THREE DAYS. TO THE TOP OF THE PAVEMENT SURFACE. TEMPORARY SIGN STANDS SHALL BE PERMITTED ONLY MINIMUM OF 5 FT ABOVE THE LEVEL OF THE ROADWAY MEASURED FROM THE BOTTOM OF THE SIGN THE MOUNTING HEIGHT FOR ALL SIGNS MOUNTED ON TEMPORARY SIGN STANDS SHALL BE A 11. PAVEMENT SURFACE. LEVEL OF THE ROADWAY MEASURED FROM THE BOTTOM OF THE SIGN TO THE TOP OF THE THE MOUNTING HEIGHT FOR ALL POST MOUNTED SIGNS SHALL BE MINIMUM OF 5 FT ABOVE THE 10. ONE TYPE D-3 WOOD SIGN POST INSTALLED PER STANDARD DRAWING 616-10. 9. SIGNS 48"X48" OR LARGER SHALL REQUIRE TWO POSTS IF TYPE E-2 STEEL POSTS ARE UTILIZED; OR E R I C H U L S L A N D E R P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O 9210 203010-464 203010-464 ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF Coeur d'Alene, ID 600 West Prairie, AT: ITD, District 1 ORIGINAL STORED DATE ORIGINAL SIGNED: ORIGINAL SIGNED BY: YOUR Safety→YOUR Mobility→YOUR Economic Opportunity DEPARTMENT TRANSPORTATION IDAHO ￿ T R A N S P O R T A T I O N D E P A R T M E N T I D A H O ￿ ENGLISH TEMPORARY TRAFFIC CONTROL P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 59 46 ADA COUNTY CAN ADA RD TO STAR RD SH-44 MAY 2022 203010-464, ttcp_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, ttcp_00.dgn _ WORK AREA TUBULAR MARKER DRUM LANE SHIFT TAPER LINE. IT IS IMPORTANT PHASES ARE IN THIS ORDER DUE TO SEEPAGE BED CONSTRUCTION ON THE SOUTH. THE REMAINING EXISTING PAVEMENT IS THE WORK AREA FOR CONSTRUCTION NORTH OF SHIFTED CROWN 2. PHASE 2 WILL UTILIZE NEWLY CONSTRUCTED PAVEMENT FOR TRAVEL LANE IN EACH DIRECTION WHILE AREA FOR CONSTRUCTION SOUTH OF SHIFTED CROWN LINE. PHASE 1 WILL MOVE TRAFFIC TO WB LANE AND CENTER TURN LANE WHILE EB LANE BECOMES WORK 1. EXISTING PAVEMENT CONSISTS OF TRAVEL LANE IN EACH DIRECTION PLUS A CENTER TURN LANE. NOTES: WORK ROAD AHEAD WORK ROAD AHEAD 48"X48" W8-17 48"X48" W20-1 48"X48" W1-4L 48"X48" W20-1 48"X48" W1-4R 145' 145' 2' 4' 12' 12' DRUM TUBULAR MARKER ¡ CROWN LINE SAWCUT AT SHIFTED PHASE 1 URBAN SECTION TEMPORARY TRAFFIC CONTROL 100' 100' 100' 100' WORK AREA E R I C H U L S L A N D E R P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O 9210 LANE SHIFT TAPER SHIFTED CROWN LINE TANGENTS (TYP.) TAPERS AND 70' MAX. IN DEVICE SPACING IS 35' MAX. IN 72.5' 72.5' 203010-464 203010-464 ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF YOUR Safety→YOUR Mobility→YOUR Economic Opportunity DEPARTMENT TRANSPORTATION IDAHO ￿ T R A N S P O R T A T I O N D E P A R T M E N T I D A H O ￿ ENGLISH TEMPORARY TRAFFIC CONTROL P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 59 47 ADA COUNTY CAN ADA RD TO STAR RD SH-44 MAY 2022 203010-464, ttcp_00.dgn C. KOON E. HULSLANDER C. KOON D. CARNAHAN J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Traffic\203010-464, ttcp_00.dgn _ WORK AREA TUBULAR MARKER DRUM PHASE 2 LANE SHIFT TAPER SHIFTING TAPER. BEEN CONSTRUCTED. IF THIS IS NOT THE CASE THEN THE MERGING TAPER MAY BE REPLACED WITH A THE PHASE 2 TEMPORARY TRAFFIC CONTROL PLAN SHOWN ASSUMES THE RURAL SECTION HAS ALREADY 3. LINE. IT IS IMPORTANT PHASES ARE IN THIS ORDER DUE TO SEEPAGE BED CONSTRUCTION ON THE SOUTH. THE REMAINING EXISTING PAVEMENT IS THE WORK AREA FOR CONSTRUCTION NORTH OF SHIFTED CROWN PHASE 2 WILL UTILIZE NEWLY CONSTRUCTED PAVEMENT FOR TRAVEL LANE IN EACH DIRECTION WHILE 2. FOR CONSTRUCTION SOUTH OF SHIFTED CROWN LINE. PHASE 1 WILL MOVE TRAFFIC TO WB LANE AND CENTER TURN LANE WHILE EB LANE BECOMES WORK AREA EXISTING PAVEMENT CONSISTS OF TRAVEL LANE IN EACH DIRECTION PLUS A CENTER TURN LANE. 1. NOTES: WORK ROAD AHEAD WORK ROAD AHEAD 48"X48" W8-17 48"X48" W20-1 48"X48" W1-4L 48"X48" W20-1 48"X48" W1-4R DRUM TUBULAR MARKER ¡ CROWN LINE SHIFTED PHASE 2 URBAN SECTION TEMPORARY TRAFFIC CONTROL 12' 12' WORK AREA 245' 12' 12' 100' 100' 100' 245' E R I C H U L S L A N D E R P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O 9210 LANE SHIFT TAPER 48"X48" W4-2 MERGING TAPER 100' 100' 245' CLOSED AHEAD LEFT LANE 48"X48" W20-5L SHIFTED CROWN LINE AND 70' MAX. IN TANGENTS (TYP.) DEVICE SPACING IS 35' MAX. IN TAPERS 245' 122.5' 112.5' 203010-464 203010-464 ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF YOUR Safety→YOUR Mobility→YOUR Economic Opportunity DEPARTMENT TRANSPORTATION IDAHO ￿ T R A N S P O R T A T I O N D E P A R T M E N T I D A H O ￿ ENGLISH TEMPORARY TRAFFIC CONTROL P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 4R 4M 3M 3M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 100 100 101 102 103 104 M ATCHLINE STA. 104+00.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn MAY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Im provem ents\PROJECT_DEVELOPM ENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 15.0 RT +60.00 15' 24' 14' 25' BY OTHERS SIDEWALK BY OTHERS SIDEWALK 39.0 RT +60.00 SAWCUT SAWCUT SAWCUT BY OTHERS INTERSECTION IMPROVEMENT CAN ADA RD / SH-44 SECTION LINE EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT T.4N., R.1W., B.M. SW 4SW 4SEC.07 E. 2423414.1668 N. [PHONE REDACTED] STA. 128+00.00 & CONSTRUCTION BEGIN PROJECT CAN ADA RD SH-44 39.0 LT +28.00 14.0 LT +28.00 RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 48 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 1M 3M 3M 9M 4M 1M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 105 104 105 106 107 108 M ATCHLINE STA. 104+00.00 M ATCHLINE STA. 108+80.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 14' 25' 15' 24' 15.0 RT +50.0 14.0 LT +20.0 15.0 RT +20.0 31.0 RT +20.0 19.0 LT +20.0 19.0 LT +50.0 31' 20' 19' 20' BY OTHERS SIDEWALK BY OTHERS SIDEWALK SAWCUT SAWCUT T.4N., R.1W., B.M. SW 4SW 4SEC.07 EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING 1 SH-44 RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 49 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 3M 4R 4M 3M 1M 1M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 110 109 110 111 112 113 M ATCHLINE STA. 108+80.00 M ATCHLINE STA. 113+60.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES BY OTHERS SIDEWALK BY OTHERS SIDEWALK 39.0 LT +45.0 51.0 LT +45.0 19.0 RT +75.0 31.0 RT +75.0 74.5 RT +34.0 77.7 RT +92.5 20' 19' 31' 20' 32' 19' 19' 20' 25' R 25' R SAWCUT SAWCUT SAWCUT T.4N., R.1W., B.M. SW 4SW 4SEC.07 1 EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT SH-44 EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING 72.3 RT +90.9 RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 50 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- + 3M 4R 3M 1M 1M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 115 114 115 116 117 118 M ATCHLINE STA. 113+60.00 M ATCHLINE STA. 118+40.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES BY OTHERS SIDEWALK BY OTHERS SIDEWALK 19' 32' 19' 20' 19' 19' 20' 20' SAWCUT SAWCUT T.4N., R.1W., B.M. SE4SW 4SEC.07 1 SECTION LINE T.4N., R.1W., B.M. NE4NW 4SEC.18 EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING SH-44 RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 51 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 3M 4M 3M 1M 1M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 120 119 120 121 122 123 M ATCHLINE STA. 118+40.00 M ATCHLINE STA. 123+20.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES SAWCUT SAWCUT BY OTHERS SIDEWALK BY OTHERS SIDEWALK 19' 20' 19' 20' 20' 19' 20' 19' T.4N., R.1W., B.M. SE4SW 4SEC.07 2 T.4N., R.1W., B.M. NE4NW 4SEC.18 SECTION LINE EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING SH-44 RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 52 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 2R 3M 4M 3R 2M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 125 124 125 126 127 128 M ATCHLINE STA. 123+20.00 M ATCHLINE STA. 128+00.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 19.0 LT +82.0 39.0 LT +82.0 19.0 RT +07.0 63.9 RT +07.0 BY OTHERS SIDEWALK BY OTHERS SIDEWALK BY OTHERS SIDEWALK T.4N., R.1W., B.M. SE4SW 4SEC.07 T.4N., R.1W., B.M. SW 4 SE4SEC.07 2 SECTION LINE T.4N., R.1W., B.M. NW 4 NE4SEC.18 EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT SH-44 HIGHBROOK W AY 25' R RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 53 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 1M 4M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 130 128 129 130 131 132 M ATCHLINE STA. 128+00.00 M ATCHLINE STA. 132+80.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn JULY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETION OF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 31.0 LT +49.0 54.0 LT +49.0 T.4N., R.1W., B.M. SW 4 SE4SEC.07 2 T.4N., R.1W., B.M. NW 4 NE4SEC.18 SECTION LINE SH-44 N. CENTER ST. RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 54 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- G 5R 1M 4M 4M 1R 6M 3R 6M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 135 133 134 135 136 137 M ATCHLINE STA. 132+80.00 M ATCHLINE STA. 137+60.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn MAY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 31.0 LT +80.0 18.0 LT +80.0 60.0 RT +52.0 31.0 RT +52.0 25' R 35' R 0' R 10' R 39 RT +91.3 44 RT +34.0 31' 18' 18' 18' 31' 5' BY OTHERS SIDEWALK T.4N., R.1W., B.M. SW 4 SE4SEC.07 T.4N., R.1W., B.M. NE4 NE4SEC.18 SECTION LINE SAWCUT SAWCUT 60.0 RT +54.2 EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT SH-44 RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 55 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- + + + + + + 5R 5R 5R 1R 1R 1M 3R 3M 3M 3M 3M 3M 4M 4R 4M 4M 3M 1M 1M 1M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + +SN SN SN + + + + + + + + SN + + + + + + + + + + SN + + + + + + + + SN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S87°49'47"E S88°08'04"E 140 138 139 140 141 142 S87°49'47"E S88°08'04"E M ATCHLINE STA. 137+60.00 MATCHLINE STA. 142+40.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn MAY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 18 LT +50.0 31.0 RT +50.0 25' R 25' R 36 LT +77.0 25' R 18' 18' 31' 5' 30' 32' EXISTING MATCH +95.0 STA 138+50, 0.0 RT BEGIN SHIFTED CROWN 6.0 RT +00.0 6' T.4N., R.1W., B.M. SW 4 SE4SEC.07 T.4N., R.1W., B.M. SE4 SE4SEC.07 T.4N., R.1W., B.M. NE4 NE4SEC.18 SECTION LINE EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT SH-44 57.6 RT +93.5 57.6 RT +47.7 50' 52 LT +86.0 52 LT +11.0 141+88 140+73 RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 CENTER ST STORAGE SYSTEM STORMWATER UNDERGROUND 56 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- 5R 5R 3M 6M 6M 5R 3M 3M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 145 143 144 145 146 147 MATCHLINE STA. 142+40.00 M ATCHLINE STA. 147+20.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn MAY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 30' 32' 32' 32' T.4N., R.1W., B.M. SE4 SE4SEC.07 T.4N., R.1W., B.M. NE4 NE4SEC.18 SECTION LINE EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT EXISTING SH-44 26' 143+23 52 LT +10.0 52 LT +36.0 52 LT +05.0 52 LT +30.0 25' R 0' R 25' R RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 UNION ST STORAGE SYSTEM STORMWATER UNDERGROUND STORAGE SYSTEM STORMWATER UNDERGROUND 57 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- W W + 5R 5R 5R 3M 3M ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF CITY OF STAR, ID ENGLISH PLAN SHEET 203010-464 203010-464 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 150 148 149 150 151 152 MATCHLINE STA. 147+20.00 ADA COUNTY CAN ADA RD TO STAR RD SH-44 203010-464, util_00.dgn MAY 2022 D. CARNAHAN C. KOON C. KOON J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, util_00.dgn E. HULSLANDER P R O F E S S I O N A L E N G I N E E R R E G I S T E R E D S T A T E O F I D A H O C L I F T O N K O O N 17544 GENERAL SHEET NOTES STATE LAWS/REQUIREMENTS. IN ACCORDANCE WITH LOCAL AND DISPOSE OF EXCESS SPOILS OFFSITE COMPLETIONOF WORK. REMOVE AND AND GRUB SITE AS NEEDED FOR CONTRACTOR RESPONSIBLE TO CLEAR 5. AND LOCAL LAWS. LOCATION IN ACCORDANCE WITH STATE DEMOLISHED MATERIALS IN OFFSITE CONTRACTOR TO DISPOSE OF ALL 4. REQUIRED; UNLESS NOTED OTHERWISE. PLACE, RELOCATE OR CONSTRUCT IS FURNISH MATERIALS WHERE INSTALL, 3. PRIOR TO CONSTRUCTION. CONDITION EQUAL TO OR BETTER THAN INDICATED SHALL BE RESTORED TO WHERE SURFACE REPAIR IS NOT AREAS DISTURBED BY CONSTRUCTION 2. MATERIAL EXCAVATION IN THESE AREAS. VACUUM TRUCK EXCAVATE FOR THAT THE CONTRACTOR HAND DIG OR ENCOUNTERED IT'S RECOMMENDED WHERE EXISTING UTILITIES WILL BE TO VERIFY LOCATION AND DEPTH. MANNER, EXISTING UTILITIES TO POTHOLE, IN A NON-DESTRUCTIVE PRIOR TO CONSTRUCTION CONTRACTOR 1. SHEET KEYNOTES 30.8 LT +58.4 31.0 RT +65.5 6.0 RT +00.0 0.0 RT +65.5 0.0 RT +00.0 0.0 LT +58.4 SAWCUT SAWCUT T.4N., R.1W., B.M. SE4 SE4SEC.07 SECTION LINE T.4N., R.1W., B.M. NE4 NE4SEC.18 EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT E. 2428366.5328 N. [PHONE REDACTED] STA. 150+58.40 & CONSTRUCTION END PROJECT SH-44 N. STAR RD. 148+33 22' 43 LT +26.0 44 LT +35.5 RETAIN AND PROTECT UTILITY R COMPANY EXPENSE MOVE, RELOCATE UTILITY AT M SPARKLIGHT FIBER LINE 6 CITY OF STAR WATER LINE 5 INTERMOUNTAN GAS LINE 4 LUMEN FIBER LINE 3 ACHD POWER 2 IDAHO POWER 1 STORAGE SYSTEM STORMWATER UNDERGROUND 58 59 DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022 ---PAGE BREAK--- ADA COUNTY CAN ADA RD TO STAR RD SH-44 JULY 2022 203010-464, monp_00.dgn C. KOON E. HULSLANDER C. KOON N. CLEAVER J:\203010 - City of Star\464 - Hwy 44 Improvements\PROJECT_DEVELOPMENT\Plan_Sheets\Roadway\203010-464, monp_00.dgn _ MONUMENT PRESERVATION C L I F T O N K O O N L I C E N S E D P R O F E S S I O N A L E N G I N E E R S T A T E O F I D A H O 17544 59 203010-464 59 203010-464 RETAIN AND PROTECT ALUMINUM CAP 2481.90 2428535.90 734543.56 4,572.34 ' RT. 153+26.97 451 REFERENCE AND RESET ALUMINUM CAP 2470.16 2428592.37 739076.18 39.76 ' RT. 152+85.41 67 REFERENCE AND RESET ALUMINUM CAP 2470.07 2428520.67 739116.36 1.48 ' RT. 152+12.68 66 RETAIN AND PROTECT ALUMINUM CAP 2468.12 2428583.89 744389.50 5,271.50 ' LT. 151+36.95 449 REFERENCE AND RESET 5/8" REBAR 2469.79 2428146.39 739127.25 0.46 ' RT. 148+38.24 65 REFERENCE AND RESET 2470.23 2428144.58 739086.99 40.79 ' RT. 148+37.51 200 REFERENCE AND RESET BRASS CAP 2470.28 2428144.60 739086.95 40.79 ' RT. 148+37.51 64 REFERENCE AND RESET BRASS CAP 2470.85 2428039.84 739089.89 40.61 ' RT. 147+32.71 63 REFERENCE AND RESET 1/2" REBAR 2468.84 2427807.10 739176.83 39.55 ' LT. 144+98.07 62 REFERENCE AND RESET ALUMINUM CAP - LS-11463 2470.79 2427797.30 739096.72 40.99 ' RT. 144+90.24 201 REFERENCE AND RESET 1/2" REBAR - LS-4108 2468.49 2427706.88 739179.75 38.97 ' RT. 143+97.22 215 REFERENCE AND RESET 1/2" REBAR - 4108 2468.46 2427706.89 739179.76 38.97 ' LT. 143+97.22 61 REFERENCE AND RESET ALUMINUM CAP - LS-11463 2471.61 2427698.63 739099.76 41.24 ' RT. 143+91.65 203 REFERENCE AND RESET 1/2" REBAR 2468.64 2427630.44 739181.92 38.59 ' LT. 143+20.74 60 REFERENCE AND RESET BRASS CAP - LS-11463 2470.69 2427543.86 739104.89 41.29 ' RT. 142+36.79 202 REFERENCE AND RESET 5/8" REBAR 2469.85 2427405.61 739109.84 40.95 ' RT. 140+98.44 204 REFERENCE AND RESET 5/8" REBAR 2471.27 2427201.11 739154.67 2.96 ' RT. 138+92.57 58 REFERENCE AND RESET 5/8" REBAR 2469.30 2427200.99 739197.14 39.48 ' LT. 138+91.03 59 RETAIN AND PROTECT 5/8" REBAR 2470.02 2426939.04 739107.34 60.14 ' RT. 136+32.50 57 RETAIN AND PROTECT 5/8" REBAR - 7729 2466.17 2426738.47 739115.80 59.94 ' RT. 134+32.37 56 RETAIN AND PROTECT 5/8" REBAR 2469.90 2426379.06 739140.80 57.82 ' RT. 130+73.88 205 RETAIN AND PROTECT 5/8" REBAR 2467.42 2425881.15 739190.28 52.30 ' RT. 125+75.68 216 RETAIN AND PROTECT 5/8" REBAR 2464.12 2425132.72 739217.20 145.88 ' RT. 118+38.72 206 RETAIN AND PROTECT 1/2" REBAR 2464.67 2425087.22 739240.97 131.05 ' RT. 117+90.18 207 RETAIN AND PROTECT 1/2" REBAR 2463.19 2424955.55 739273.10 125.28 ' RT. 116+56.33 208 RETAIN AND PROTECT 1/2" REBAR 2464.78 2424945.47 739299.30 101.65 ' RT. 116+41.32 209 RETAIN AND PROTECT 1/2" REBAR - 16662 2462.81 2424418.79 739445.68 78.55 ' RT. 110+99.55 223 RETAIN AND PROTECT CHISELED X 2463.40 2424381.21 739445.26 88.43 ' RT. 110+63.56 210 RETAIN AND PROTECT 5/8" REBAR 2461.81 2424348.26 739455.76 86.70 ' RT. 110+29.29 211 RETAIN AND PROTECT 5/8" REBAR 2461.96 2424348.20 739455.61 86.86 ' RT. 110+29.28 229 RETAIN AND PROTECT 5/8" REBAR 2459.59 2423816.00 739638.94 60.68 ' RT. 104+70.68 212 REFERENCE AND RESET BRASS CAP 2459.27 2423694.26 739804.53 58.85 ' LT. 103+03.71 51 RETAIN AND PROTECT BRASS CAP 2459.38 2423655.35 739691.11 61.05 ' RT. 103+02.22 50 RETAIN AND PROTECT 1/2" REBAR 2451.42 2423384.04 739781.35 60.17 ' RT. 100+16.30 214 RETAIN AND PROTECT 5/8" REBAR - LS-12469 2452.94 2423382.76 739781.51 60.41 ' RT. 100+15.03 213 RETAIN AND PROTECT 5/8" REBAR - 12459 2452.91 2423382.72 739781.49 60.45 ' RT. 100+15.00 52 EASTING NORTHING NOTES DESCRIPTION ELEVATION PROJECT COORDINATES OFFSET STATION PT. NO. MONUMENT PERPETUATION ITD-Plan-08/2019 PROJECT NO. PRINTS ONLY ARE FOR 11" X 17" SCALES SHOWN DESIGNED DESIGN CHECKED DETAILED DRAWING CHECKED DRAWING DATE: CADD FILE NAME NO. DATE BY DESCRIPTION REVISIONS COUNTY KEY NUMBER SHEET OF YOUR Safety→YOUR Mobility→YOUR Economic Opportunity DEPARTMENT TRANSPORTATION IDAHO ￿ T R A N S P O R T A T I O N D E P A R T M E N T I D A H O ￿ ENGLISH TEMPORARY TRAFFIC CONTROL DocuSign Envelope ID: 596C135F-1249-4342-800F-15C068026FEA 7/20/2022