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- Penelope Chambers
- 6 years ago
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10 LEFTHAND CANYON DR. DRIVE ROWAY PHASING PLAN PHASE 1 PHASE 2 PHASE 3 CONSTRUCT RETAINING WALLS 8 AND 100, INCLUDING SHORING, EXCAVATION, WALL AND BACKFILL. UTILIZE FLAGGING AND/OR SIGNAL CONTROL FOR ONE-LANE SECTIONS. PLACE TEMPORARY ABC FOR RETURNING TRAFFIC TO TWO-WAY OPERATION. CONSTRUCT CONCRETE BOX CULVERTS AT CASTLE GULCH, JENKS GULCH, HILL GULCH AND LITTLE. UTILIZE FLAGGING AND/OR SIGNAL CONTROL FOR ONE-LANE SECTIONS. TEMPORARY ASPHALT TO EXCAVATE AND BACKFILL FOR ROCKERY AND EMBANKMENT AT ROWAY REPAIR AREAS. CONSTRUCT MINOR CROSS CULVERTS. UTILIZE FLAGGING AND/OR SIGNAL CONTROL FOR ONE-LANE SECTIONS. PHASE 1 WALL 8 PHASE 4 REMAINING TEMPORARY ASPHALT. RECONDITION SUBBASE, PLACE ABC AND PAVE HMA AT ROWAY REPAIR AREAS. UTILIZE FLAGGING FOR ONE-LANE SECTIONS. PHASE 5 SIGNING, STRIPING AND SEEDING. NOTE: STREAM CONSTRUCTION ASSUMED CONCURRENT AND IS NOT SHOWN. DRIVE PHASE 1 WALL 100 PHASE 2 CASTLE GULCH CBC stahrj 2/2/17 9:14:13 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_phasing-overview.dgn 0' 1000' 00' VANCE BEFORE YOU DIG, GRE, PHASING OVERVIEW NO. DATE PHASE 2 MILL STREET JENKS GULCH RCP PIPE MAIN STREET PHASE 2 HILL GULCH CBC ENGINEERING DIVISION C: 01/27/17 OVERLAND RO PHASE 2 LITTLE JA CREEK CBC PHASING OVERVIEW SEPT12C24 PROJECT NO: 191
11 T 36G-5 36R2-1() RO 36G-2 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) UTILITIES TO BE AVOIDED (TYP.) 36W-4 36R2-1() 4" TEMPORARY PAVEMENT MARKING (TYP.) TREES TO BE PROTECTED (TYP.) 36W-1 TRAFFIC 15' SPACING OR TEMPORARY CONCRETE BARRIER 36G-5 CREEK POST FLOOD CHANNEL (TYP.) RO 36G-2 36W-1 36R2-1() 48W1-6 MOUNT ON BARRICE 36R2-1() 36W-4 TYPICAL SIGNALIZED ONE-LANE SECTION 0' stahrj 2/2/17 9:14:15 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es_tc01_typical S&S.dgn Ò TEMPORARY ROWAY 2' 10' LANE 2' SHOULDER SHOULDER TRAFFIC DRUM DETOUR TYPICAL SECTION A N.T.S. EXISTING EOP VANCE BEFORE YOU DIG, GRE, Ò TEMPORARY ROWAY 2' 2' 2' 10' LANE 2' BUFFER SHOULDER SHOULDER BENCH DETOUR TYPICAL SECTION B N.T.S. NO. DATE 2:1 TEMP. ROWAY THICKNESS SHALL BE PER SECTION 621 SPECIFICATION. TEMPORARY CONCRETE BARRIER EXISTING GROUND NOTES: ENGINEERING DIVISION C: MJF MJF PLAN DIMENSIONS NOT TO SCALE. CONSTRUCT CREEKSIDE PORTION OF PROPOSED ROWAY, EMBANKMENT, AND ROCKERY PER PLANS. WHERE EQUATE CLEAR IS NOT PROVIDED PER AASHTO GUIDELINES, USE CONCRETE BARRIER FOR CHANNELIZATION. DETOUR ALIGNMENT TO BE DESIGNED TO MEET CDOT DETOUR DESIGN CRITERIA FOR MPH (CDOT ROWAY DESIGN GUIDE, CH. 3). 01/27/17 LEG TEMPORARY SIGNAL AREA TEMPORARY DETOUR ABC CONSTRUCTION OF PERMANENT PAVEMENT TRAFFIC FLOW TRAFFIC CONTROL PLAN TYPICAL SIGNING AND SECTIONS SEPT12C24 PROJECT NO: 192
12 TEMPORARY SHORING TREES, PROTECT IN PLACE OVERHE ELECTRIC TEMPORARY ABC FOR DETOUR 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) 24" WHITE STOP LINE 24" WHITE STOP LINE RETAINING WALL 08 RO 370' TEMPORARY CONCRETE BARRIER LIMIT OF WATERWAY (TYP.) 36G-2 36W-4 4" TEMPORARY PAVEMENT stahrj 2/2/17 9:14:17 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es_tc02_w al 8.dgn 36R2-1() TO DRIVE 0' ' 40' 80' 36W-1 36G-5 36R2-1() 36W-4 MARKING (TYP.) VANCE BEFORE YOU DIG, GRE, CAST IN PLACE CONCRETE WALL NO. DATE VARIES MOMENT SLAB 3' 1:1 1 VARIES 1.5 MIN. 2' 2' 2' LIMIT OF EXCAVATION DETOUR TYPICAL SECTION BUFFER BARRIER SHOULDER 10' LANE 2' TEMP. ROWAY THICKNESS SHALL BE PER SECTION 621 SPECIFICATION. TEMP. CONCRETE BARRIER TEMP. SHORING WHERE REQ'D RO 36G-2 CL TEMP. ROWAY SHOULDER 36R2-1() NOTES: 1. PLAN DIMENSIONS NOT TO SCALE. ENGINEERING DIVISION C: MJF MJF 01/27/17 36G-5 36R2-1() LEG AREA TRAFFIC CONTROL PLAN WALL 08 - PHASE I SEPT12C PROJECT NO: TEMPORARY SIGNAL TEMPORARY DETOUR ABC CONSTRUCTION OF PERMANENT PAVEMENT TRAFFIC FLOW 36W-1
13 R TO 36W-1 36G-5 36R2-1() TEMPORARY SHORING TREES, PROTECT IN PLACE 36G-5 36W-4 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) 36W-4 36R2-1() 36R2-1() 36W-1 RO 36G-2 RETAINING WALL " WHITE STOP LINE stahrj 2/2/17 9:14:18 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es_tc04_w al 100.dgn T 0' ' 40' 80' 359' TEMPORARY CONCRETE BARRIER 4" TEMPORARY PAVEMENT MARKING (TYP.) CAST IN PLACE CONCRETE WALL VANCE BEFORE YOU DIG, GRE, LIMIT OF WATERWAY (TYP.) VARIES MOMENT SLAB NO. DATE 3' 1:1 1 VARIES 1.5 MIN. 2' 2' 2' LIMIT OF EXCAVATION DETOUR TYPICAL SECTION BUFFER BARRIER SHOULDER CL TEMP. ROWAY 10' LANE 2' TEMP. ROWAY THICKNESS SHALL BE PER SECTION 621 SPECIFICATION. TEMP. CONCRETE BARRIER TEMP. SHORING WHERE REQ'D SHOULDER 24" WHITE STOP LINE NOTES: RO 36G-2 1. PLAN DIMENSIONS NOT TO SCALE. ENGINEERING DIVISION C: MJF MJF 36R2-1() 01/27/17 DRIVE LEG AREA TRAFFIC CONTROL PLAN WALL PHASE I SEPT12C PROJECT NO: TEMPORARY SIGNAL TEMPORARY DETOUR ABC CONSTRUCTION OF PERMANENT PAVEMENT TRAFFIC FLOW
14 R 36G-5 TO 36R2-1() RO 36G-2 24" WHITE STOP LINE 4" TEMPORARY PAVEMENT MARKING (TYP.) 153' TEMPORARY CONCRETE BARRIER TREES, PROTECT IN PLACE 36W-4 36R2-1() 36W-1 36W-1 36G-5 DRIVE 36R2-1() 36W-4 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) CASTLE GULCH CBC RO 36G-2 36R2-1() PHASE II-A stahrj 2/2/17 9:14: AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es_tc05_castle Gulch CBC.dgn 36W-1 36G-5 36R2-1() 0' ' 40' 80' TO 36W-4 36R2-1() 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) 4" TEMPORARY PAVEMENT MARKING (TYP.) RO DRIVEWAY ACCESS SHALL BE MAINTAINED 36G-2 185' TEMP CONCRETE BARRIER VANCE BEFORE YOU DIG, GRE, PHASE II-B NO. DATE RO 36G-2 NOTES: 36R2-1() MJF 1. PLAN DIMENSIONS NOT TO SCALE. C: MJF 36W-4 DRIVE ENGINEERING DIVISION 01/27/17 36G-5 36R2-1() LEG 36W-1 AREA TRAFFIC CONTROL PLAN CASTLE GULCH CBC - PHASE II SEPT12C24 PROJECT NO: TEMPORARY SIGNAL TEMPORARY DETOUR ABC CONSTRUCTION OF PERMANENT PAVEMENT TRAFFIC FLOW 195
15 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) 215' TEMPORARY 4" TEMPORARY PAVEMENT CONCRETE BARRIER MARKING (TYP.) 24" WHITE STOP LINE 36G-5 36W-4 36R2-1() 36W-1 RO 36G-2 36R2-1() TEMPORARY SHORING DRIVE 24" WHITE STOP LINE RO 36G-2 36R2-1() TO 36G-5 PHASE II-A stahrj 2/2/17 9:14:21 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es_tc06_jenks Gulch CBC.dgn 36W-1 36R2-1() TO 0' ' 40' 80' RO 36G-2 36W-1 24" WHITE STOP LINE 36R2-1() 36G-5 36R2-1() 36W-4 36W-4 4" TEMPORARY PAVEMENT MARKING (TYP.) 4" DOTTED TEMPORARY VANCE BEFORE YOU DIG, GRE, PAVEMENT MARKING (TYP.) NO. DATE PHASE II-B TEMPORARY CONCRETE BARRIER 24" WHITE STOP LINE RO 36G-2 36R2-1() NOTES: 1. PLAN DIMENSIONS NOT TO SCALE. ENGINEERING DIVISION C: MJF MJF 36W-4 DRIVE 01/27/17 36G-5 36R2-1() LEG AREA TRAFFIC CONTROL PLAN JENKS GULCH RCP PIPE-PHASE II SEPT12C24 PROJECT NO: TEMPORARY SIGNAL TEMPORARY DETOUR ABC CONSTRUCTION OF PERMANENT PAVEMENT TRAFFIC FLOW 36W-1 196
16 DRIVEWAY ACCESS SHALL BE MAINTAINED 24" WHITE STOP LINE TO 24" WHITE STOP LINE 36R2-1() RO 36G-2 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) 4" TEMPORARY PAVEMENT MARKING (TYP.) 36W-4 36G-5 36R2-1() 36W-1 MILL ST TEMPORARY SHORING 36G-5 158' TEMPORARY CONCRETE BARRIER RO 36G-2 36W-1 36R2-1() 36W-4 36R2-1() PHASE II-A stahrj 2/2/17 9:14:23 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es_tc07_hil Gulch CBC.dgn TO 36W-1 0' ' 40' 80' 24" WHITE STOP LINE 36G-5 36R2-1() 36W-4 36R2-1() RO 36G-2 VANCE BEFORE YOU DIG, GRE, 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) 166' TEMPORARY CONCRETE BARRIER NO. DATE NOTES: DRIVEWAY ACCESS SHALL BE MAINTAINED 4" TEMPORARY PAVEMENT MARKING (TYP.) PHASE II-B 1. PLAN DIMENSIONS NOT TO SCALE. 24" WHITE STOP LINE RO 36G-2 36R2-1() 36W-4 ENGINEERING DIVISION C: MJF MJF 36G-5 36R2-1() 01/27/17 36W-1 MILL ST LEG AREA TRAFFIC CONTROL PLAN HILL GULCH CBC - PHASE II SEPT12C24 PROJECT NO: TEMPORARY SIGNAL TEMPORARY DETOUR ABC CONSTRUCTION OF PERMANENT PAVEMENT TRAFFIC FLOW 197
17 24" WHITE STOP LINE TO SH ' TEMPORARY CONCRETE BARRIER EXCAVATE AS NECESSARY AND TEMPORARY SHORING TO SUPPORT CUT SLOPE 15' SPACING 36G-5 36R2-1() T RO 36G-2 4" TEMPORARY PAVEMENT MARKING (TYP.) 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) 140' TEMPORARY CONCRETE BARRIER 36W R2-1(15) 24" WHITE STOP LINE 36W-1 OVERLAND RD 36G-5 36W-1 15 TO 36R2-1(15) 36W-4 MAINTAIN DRIVEWAY ACCESS THROUGHOUT CONSTRUCTION RO 36G-2 36R2-1() TEMPORARY SHORING LITTLE PHASE II-A stahrj 2/2/17 9:14:25 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es_tc08_little Jam es Creek CBC.dgn 36W-1 TO SH 72 36G R2-1(15) 36W-4 0' ' 40' 80' 36R2-1() T RO 36G-2 4" TEMPORARY PAVEMENT MARKING (TYP.) 4" DOTTED TEMPORARY PAVEMENT MARKING (TYP.) 24" WHITE STOP LINE MAINTAIN DRIVEWAY ACCESS THROUGHOUT CONSTRUCTION TEMPORARY SHORING 110' TEMPORARY CONCRETE BARRIER VANCE BEFORE YOU DIG, GRE, NO. DATE NOTES: REESTABLISH SLOPE TO PRE-CONSTRUCTION CONDITIONS, RE-VEGETATE 24" WHITE STOP LINE 15' SPACING TEMPORARY CONCRETE BARRIER PHASE II-B 1. PLAN DIMENSIONS NOT TO SCALE. LITTLE RO 36G-2 36R2-1() 36W-4 ENGINEERING DIVISION C: MJF MJF 01/27/17 OVERLAND RD 36G R2-1(15) 36W-1 LEG TO AREA TRAFFIC CONTROL PLAN LITTLE CBC-PHASE II SEPT12C24 PROJECT NO: TEMPORARY SIGNAL TEMPORARY DETOUR ABC CONSTRUCTION OF PERMANENT PAVEMENT TRAFFIC FLOW 198
18 36W-7 36W-4 RO 36G-2 36W-1 MIN. MIN. MIN. DRIVE MIN. MIN. MIN. AREA RO 36G-2 LEG 36W-1 CONSTRUCTION SIGN PANEL stahrj 2/2/17 9:14:26 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_tcp01.dgn 36W-4 36W-7 VANCE BEFORE YOU DIG, GRE, NO. DATE ENGINEERING DIVISION C: OIN OIN 01/27/17 FLAGGER TRAFFIC CONTROL PLAN TYPICAL FLAGGING SEPT12C PROJECT NO:
19 MP 1.0 MP 2.0 MP 3.0 MP 4.0 NO PARKING ON LEFHAND CANYON DR FROM OLDE STAGE RD TO DR LEFTHAND CANYON DR DR LIMIT KEY MAP LEFTHAND CREEK APPROXIMATE W2-2R RESET POST-FLOOD CHANNEL TO WARD " DOUBLE YELLOW CENTERLINE MATCHLINE STA STA 0+00 BEGIN STRIPING JA CANYON DRIVE TEMPORARY RO CAUTION SINGLE FILE AT CURVES 5+00 W8-25 W1-1r 15 W13-1 REPLACE SIGN PANELS W1-3r 18W13-1() TO VERSE CONDITIONS MAY EXIST W8-25 W8-25 BIKES MERGE WITH TRAFFIC SINGLE FILE AT CURVES stahrj 2/2/17 9:14:28 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl01.dgn TO US 36 LEFTHAND CREEK LEFTHAND CANYON DR 0' W1-3r 18W13-1() 24R2-1() 24R2-1() REPLACE SIGN PANELS VANCE BEFORE YOU DIG, GRE, BIKES MERGE WITH TRAFFIC BOULDER COUNTY FLOOD RECOVER PROJECT DR RO RECONSTRUCTION NO. DATE R ' 4" WHITE EDGELINE C: ENGINEERING DIVISION SIGNING & STRIPING PLAN 01/27/17 W1-1r REPLACE SIGN PANEL W13-1 PROJECT NO: SEPT12C24 W1-3r 0
20 T MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP APPROXIMATE POST-FLOOD CHANNEL W1-3r 4" DOUBLE YELLOW CENTERLINE (TYP.) +00 stahrj 2/2/17 9:14:29 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl02.dgn MATCHLINE STA ' JA 18W13-1 () ON EXISTING POST CANYON DRIVE W8-25 BIKES MERGE WITH TRAFFIC +00 VANCE BEFORE YOU DIG, GRE, NO. DATE 4' 4" WHITE EDGELINE (TYP.) C: ENGINEERING DIVISION SIGNING & STRIPING PLAN 01/27/17 TO PROJECT NO: SEPT12C24 MATCHLINE STA +00 1
21 MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP OM3-R W stahrj 2/2/17 9:14:31 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl03.dgn MATCHLINE STA JA CANYON 0' BIKES MERGE WITH TRAFFIC DRIVE W8-25 BIKES MERGE WITH TRAFFIC VANCE BEFORE YOU DIG, GRE, 4" DOUBLE YELLOW CENTERLINE 4' 4" WHITE EDGELINE (TYP.) R2-1 NO. DATE OM3-L OM3-R CASTLE GULCH OM3-L C: APPROXIMATE POST-FLOOD CHANNEL ENGINEERING DIVISION SIGNING & STRIPING PLAN PROPERTY BOUNDARY NATIONAL FOREST LAND BEHIND THIS SIGN 01/27/17 W1-1r W13-1 SINGLE FILE AT CURVES TO PROJECT NO: SEPT12C24 MATCHLINE STA
22 T R MP 1.0 MP 2.0 MP 3.0 MP 4.0 W8-25 DR BIKES MERGE WITH TRAFFIC LEFTHAND CANYON DR LIMIT KEY MAP MATCHLINE STA W8-25 APPROXIMATE POST-FLOOD CHANNEL TO MATCHLINE STA BIKES MERGE WITH TRAFFIC W1-1L 18W13-1() " DOUBLE YELLOW CENTERLINE (TYP.) ' stahrj 2/2/17 9:14:32 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl04.dgn 0' JA DRIVE CANYON W8-25 BIKES MERGE WITH TRAFFIC VANCE BEFORE YOU DIG, GRE, NO. DATE 4" WHITE EDGELINE (TYP.) C: ENGINEERING DIVISION SIGNING & STRIPING PLAN 01/27/17 PROJECT NO: SEPT12C24 3
23 PRIVATE PROPERTY NO MATCHLINE STA SPRINGDALE JA HISTORIC STRUCTURE, DO NOT DISTURB CANYON DRIVE TRESPASSING 4" WHITE EDGELINE (TYP.) 4" DOUBLE YELLOW CENTERLINE (TYP.) 4' APPROXIMATE POST-FLOOD CHANNEL W8-25 W1-3r BIKES MERGE WITH TRAFFIC TO stahrj 2/2/17 9:14:33 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl05.dgn LEFTHAND CANYON DR MP 1.0 MP 2.0 DR 0' MP 3.0 LIMIT KEY MAP MP 4.0 VANCE BEFORE YOU DIG, GRE, NO. DATE 18W13-1() SINGLE FILE AT CURVES C: ENGINEERING DIVISION SIGNING & STRIPING PLAN 01/27/17 MATCHLINE STA PROJECT NO: SEPT12C24 4
24 MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP MATCHLINE STA W1-3r 18W13-1() W8-25 BIKES MERGE WITH TRAFFIC CANYON JA DRIVE APPROXIMATE POST-FLOOD CHANNEL 4' TO stahrj 2/2/17 9:14:34 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl06.dgn 0' 4" DOUBLE YELLOW CENTERLINE (TYP.) VANCE BEFORE YOU DIG, GRE, NO. DATE 4" WHITE EDGELINE (TYP.) STA DOUBLE SOLID, BEGIN SOLID LT & BROKEN RT C: ENGINEERING DIVISION SIGNING & STRIPING PLAN 01/27/17 PROJECT NO: SEPT12C24 MATCHLINE STA
25 4' R T MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP D9-1 W8-25 4" DOUBLE YELLOW CENTERLINE (TYP.) W1-1R 15 4" BROKEN YELLOW CENTERLINE (TYP.) 4" YELLOW CENTERLINE, SOLID RT, BROKEN LT (TYP.) R W13-1(15) TO JA TOWN " YELLOW CENTERLINE, BROKEN RT, SOLID LT (TYP.) APPROXIMATE POST-FLOOD CHANNEL MATCHLINE STA stahrj 2/2/17 9:14:35 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl07.dgn MATCHLINE STA ' STA BEGIN SOLID RT STA SOLID LT BEGIN BROKEN JA CANYON DRIVE VANCE BEFORE YOU DIG, GRE, NO. DATE W8-25 BIKES MERGE WITH TRAFFIC W1-1L 15 18W13-1(15) OM3-R 4" WHITE EDGELINE (TYP.) STA BROKEN LT BEGIN DOUBLE SOLID C: W1-11 ENGINEERING DIVISION SIGNING & STRIPING PLAN 15 18W13-1(15) 01/27/17 PROJECT NO: SEPT12C24 6
26 MP 1.0 MP 2.0 MP 3.0 MP 4.0 DR MATCHLINE STA APPROXIMATE POST-FLOOD CHANNEL LEFTHAND CANYON DR LIMIT KEY MAP 1+00 MATCHLINE STA 1+00 TO JA " DOUBLE YELLOW 4' CENTERLINE (TYP.) stahrj 2/2/17 9:14:36 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl08.dgn 0' CANYON DRIVE 4" WHITE EDGELINE (TYP.) VANCE BEFORE YOU DIG, GRE, NO. DATE OM3-L OM3-R RESET OM3-R JENKS GULCH OM3-L C: ENGINEERING DIVISION SIGNING & STRIPING PLAN 01/27/17 PROJECT NO: SEPT12C24 7
27 MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP stahrj 2/2/17 9:14:38 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl09.dgn MATCHLINE STA ' STA BOULDER CO. W8-25 BIKES MERGE WITH TRAFFIC VANCE BEFORE YOU DIG, GRE, MILL ST NO. DATE 4' BUFFALO GULCH W8-25 BIKES MERGE WITH TRAFFIC " DOUBLE YELLOW CENTERLINE (TYP.) 4" WHITE EDGELINE (TYP.) CAUTION HAZARDOUS RO C: NOTES: 1. ENGINEERING DIVISION SIGNING & STRIPING PLAN REDUCED SPEED AHE SLOW CHILDREN TO 01/27/17 OM3-R OM3-L OM3-R OM-3L PROJECT NO: SEPT12C24 HILL GULCH UNLESS OTHERWISE NOTED ON SIGNING AND STRIPING PLANS, ALL SIGNS WITHIN ARE. IF THEY ARE D DURING MILL AND OVERLAY OPERATIONS, THEY SHALL BE RESET AND THAT COST WILL BE INCEDENTAL TO THE COST OF PAVING MATCHLINE STA
28 W R MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP OPT A RO W8-25 BIKES MERGE WITH TRAFFIC MERC & FRIS stahrj 2/2/17 9:14:39 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl10.dgn MATCHLINE STA ' R2-1 4" DOUBLE YELLOW CENTERLINE (TYP.) 4' W APPROXIMATE POST-FLOOD CHANNEL 4" WHITE EDGELINE (TYP.) LANES STRIPED AS WIDE R4-11 VANCE BEFORE YOU DIG, GRE, NO. DATE 25 R2-1 LANES STRIPED AS 10.5' WIDE REDUCED SPEED AHE HIDDEN DRIVE MILL ST W3-1 C: W8-25 BIKES MERGE WITH TRAFFIC NOTES: OF PAVING. ENGINEERING DIVISION SIGNING & STRIPING PLAN PORPHYRY GULCH AND 0.5' SHOULDER 01/27/17 TO SH PROJECT NO: SEPT12C24 MATCHLINE STA UNLESS OTHERWISE NOTED ON SIGNING AND STRIPING PLANS, ALL SIGNS WITHIN ARE. IF THEY ARE D DURING MILL AND OVERLAY OPERATIONS, THEY SHALL BE RESET AND THAT COST WILL BE INCEDENTAL TO THE COST STA TO STA SHALL BE STRIPED AS 10.5' LANE 9
29 ST MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP ANDERSEN HILL ST D-3 MAIN ST D-3 APPROXIMATE POST-FLOOD CHANNEL W R1-1 W13-1 stahrj 2/2/17 9:14:40 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl11.dgn MATCHLINE STA TH ST 0' MILL ST W11-8 MAIN ST FIRE STATION HIGH ST R R2-1 VANCE BEFORE YOU DIG, GRE, 4" DOUBLE YELLOW CENTERLINE (TYP.) NO. 4" WHITE EDGELINE (TYP.) DATE W11-8 S1-1 W W ' 10.5' TOWN HALL ANDERSEN HILL ST MAIN ST C: NOTES: 2. ENGINEERING DIVISION SIGNING & STRIPING PLAN 1. POST OFFICE COST OF PAVING. AND 0.5' SHOULDER 01/27/17 S R2-1 ST PROJECT NO: SEPT12C TO SH 72 MATCHLINE STA HOWLETT'S GULCH UNLESS OTHERWISE NOTED ON SIGNING AND STRIPING PLANS, ALL SIGNS WITHIN ARE. IF THEY ARE D DURING MILL AND OVERLAY OPERATIONS, THEY SHALL BE RESET AND THAT COST WILL BE INCEDENTAL TO THE STA TO STA SHALL BE STRIPED AS 10.5' LANE 210
30 MP 1.0 MP 2.0 MP 3.0 MP 4.0 MAIN ST D-3 WARD ST W W8-25 BIKES MERGE WITH LEFTHAND CANYON DR DR LIMIT KEY MAP D-3 TRAFFIC W13-1 APPROXIMATE POST-FLOOD CHANNEL R1-1 S BOULDER CO. STA stahrj 2/2/17 9:14:42 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl12.dgn MATCHLINE STA W W13-1 0' W ARD ST 4" DOUBLE YELLOW CENTERLINE (TYP.) 4" WHITE EDGELINE (TYP.) LANES STRIPED LANES STRIPED AS 10.5' WIDE AS WIDE VANCE BEFORE YOU DIG, GRE, LITTLE MAIN ST NO. DATE 25 R2-1 W8-25 BIKES MERGE WITH TRAFFIC C: NOTES: ENGINEERING DIVISION SIGNING & STRIPING PLAN OF PAVING. AND 0.5' SHOULDER 01/27/17 TO SH 72 PROJECT NO: SEPT12C24 MATCHLINE STA UNLESS OTHERWISE NOTED ON SIGNING AND STRIPING PLANS, ALL SIGNS WITHIN ARE. IF THEY ARE D DURING MILL AND OVERLAY OPERATIONS, THEY SHALL BE RESET AND THAT COST WILL BE INCEDENTAL TO THE COST STA TO STA SHALL BE STRIPED AS 10.5' LANE 211
31 MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP MATCHLINE STA R2-1 REDUCED SPEED AHE LITTLE OM3-L TO SH 72 stahrj 2/2/17 9:14:44 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl13.dgn MATCHLINE STA BOULDER CO. 0' VANCE BEFORE YOU DIG, GRE, NO. DATE STA OVERLAND RD 4" DOUBLE YELLOW CENTERLINE (TYP.) 4" WHITE EDGELINE (TYP.) C: ENGINEERING DIVISION SIGNING & STRIPING PLAN 01/27/17 PROJECT NO: SEPT12C24 212
32 T MP 1.0 MP 2.0 MP 3.0 MP 4.0 LEFTHAND CANYON DR DR LIMIT KEY MAP W1-5L " DOUBLE YELLOW CENTERLINE (TYP.) 25 18W13-1(25) 5+00 FIKE RD OM3-R OVERLAND RD OM3-L stahrj 2/2/17 9:14:45 AM M:\DCS\Projects\TRN\0048\900-C\02-SHEETS\K\BOCO-Jam es-final\boco-jam es-final_sspl14.dgn MATCHLINE STA TO 0' OM3-R VANCE BEFORE YOU DIG, GRE, OM3-L NO. DATE 4" WHITE EDGELINE (TYP.) APPROXIMATE POST-FLOOD CHANNEL LITTLE C: ENGINEERING DIVISION SIGNING & STRIPING PLAN 01/27/17 TO SH 72 PROJECT NO: SEPT12C24 MATCHLINE STA
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