Full Text
BEGIN CONSTRUCTION END CONSTRUCTION END CONSTRUCTION BEGIN CONSTRUCTION BEGIN CONSTRUCTION END CONSTRUCTION INDEX OF SHEETS connor.gordon 11:39:57 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\01_General\04292021_ge-title.dgn Sheet Number BY: DATE REVIEWED BY: TOWN OF MONUMENT PUBLIC WORKS DIRECTOR AECOM #60561381 FAX: [PHONE REDACTED] PHONE: [PHONE REDACTED] COLORADO SPRINGS, CO 80920 2315 BRIARGATE PARKWAY, SUITE 150 PEDESTRIAN IMPROVEMENTS SH 105 & BEACON LITE ROAD 645 BEACON LITE ROAD TOWN OF MONUMENT DEPARTMENT OF PUBLIC WORKS MONUMENT, CO 80132 PREPARED FOR: CENTURY PL MEADOW VILLAGE DRIVEWAY AT NORTHERN MONUMENT EAST SIDE OF BEACON LITE RD 3RD STREET AT SAFEWAY DRIVEWAY SH 105 INTERSTATE 25 8TH STREET BEACON LITE RD CT BUTTONW OOD AT BUTTONWOOD CT EAST SIDE OF BEACON LITE RD AT FIRST NATIONAL BANK DRIVEWAY AT 7-ELEVEN DRIVEWAY IN FRONT OF STATE FARM INSURANCE WEST SIDE OF SH 105 NOT TO SCALE AD SET PLANS 1 MAY 04, 2021 ---PAGE BREAK--- GENERAL NOTES: 2 1 2 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] GENERAL: CCK CWG WRS N/A Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\04292021_ge-note.dgn Default 4/30/2021 Survey Feet connor.gordon 4:48:06 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\01_General\04292021_ge-note.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd GENERAL NOTES SH 105 & Beacon Lite Road Pedestrian Improvements IMMEDIATELY BE REPORTED TO THE GAS DEPARTMENT. SHALL MAKE ALL THE REQUIRED REPAIRS IMMEDIATELY TO THE SATISFACTION OF THE UTILITY OWNER. DAMAGE TO GAS LINES WILL THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AS A RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR 15. UNLESS OTHERWISE NOTED IN THE PLANS. ALL VALVES AND MANHOLES LOCATED WITHIN THE PROJECT LIMITS SHALL BE LOCATED AND PROTECTED BY THE CONTRACTOR, 14. INCLUDING COORDINATION, LOCATES, AND EXPLORATORY BORINGS SHALL BE INCIDENTAL TO THE PROJECT. A COURTESY TO THE CONTRACTOR AND SHALL NOT BE USED IN LIEU OF UTILITY LOCATES AND POTHOLES. ALL UTILITY INVESTIGATION CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DIRECTOR FOR DIRECTION IMMEDIATELY. UTILITIES ARE SHOWN ON THESE PLANS AS LOCATIONS PRIOR TO ANY DIGGING. IN THE EVENT A UTILITY IS DETERMINED TO BE IN CONFLICT WITH THE PROPOSED DESIGN, THE ALL UTILITIES ARE TO BE FIELD VERIFIED BY CONTRACTOR DURING CONSTRUCTION. CONTACT ALL THE NECESSARY UTILITIES FOR 13. AND EXCAVATION PAY ITEMS AND SHALL NOT BE PAID FOR SEPARATELY. COMPACTION OF BASE FOR CUTS AND FILLS AND DISPOSAL OF EXCESS MATERIAL WILL BE CONSIDERED INCIDENTAL TO EMBANKMENT 12. BASES OF CUTS AND FILLS - 0.5 FOOT FULL DEPTH OF ALL EMBANKMENTS DEPTH OF MOISTURE- DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: 11. ENTRY AND ANY NECESSARY PERMITS. ALL WORK TO ACQUIRE PERMITS SHALL BE INCIDENTAL TO THE PROJECT. CONTRACTOR SHALL COORDINATE WITH CDOT, TOWN OF MONUMENT, AND PRIVATE PROPERTY OWNERS TO ACQUIRE RIGHTS OF 10. INCLUDED IN THE COST OF WORK. AS MAY BE REQUIRED FOR CONSTRUCTION PHASING. THE EROSION CONTROL SYSTEM SHALL NOT BE PAID SEPARATELY, BUT WILL BE THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EROSION CONTROL SYSTEM IN ACCORDANCE WITH STANDARD CDOT BMPS AND 9. CONTRACTOR PARKING AND STAGING AREAS SHALL BE COORDINATED WITH THE PUBLIC WORKS DIRECTOR PRIOR TO USE. 8. THAT MAY BE CAUSED BY THE PRESENCE OF A BMP, SHALL BE REPAIRED BY THE CONTRACTOR AT THE EXPENSE OF THE CONTRACTOR. FLOWS TO TEMPORARY OR PARTIALLY COMPLETED WORK OR RESULTING FROM THE CONTRACTOR'S OPERATIONS, INCLUDING DAMAGE WORK EXCEPT AS NECESSARY FOR PROPER OPERATION OF EROSION CONTROL BMPS. ANY DAMAGE CAUSED BY STORM WATER THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER THAT THE FLOW OF STORM WATER IS NOT IMPEDED BY THE 7. WITHOUT PRIOR APPROVAL OF THE PUBLIC WORKS DIRECTOR. THE CONTRACTOR SHALL NOT REMOVE ANY EXISTING SIGNS, PAVEMENT MARKINGS, TRAFFIC SIGNALS OR TRAFFIC CONTROL DEVICES 6. AND PEDESTRIAN PATHS, WITHIN THE PROJECT LIMITS AT ALL TIMES UNTIL ACCEPTED BY THE PUBLIC WORKS DIRECTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE PUBLIC RIGHT OF WAY, INCLUDING VEHICLE TRAVELED WAYS 5. NOT BE PAID SEPARTELY, BUT WILL BE INCLUDED IN THE COST OF WORK. RESETTING OF DISTURBED SURVEY MARKERS, INCLUDING MONUMENTS, SECTION CORNERS, ALIQUOT CORNER MARKERS, ETC. SHALL THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL MONUMENTS, BENCHMARKS, RANGE TIES, AND PROPERTY MARKERS. THE 4. AIR POLLUTION CONTROL FOR REMOVAL OF ITEMS SHALL NOT BE PAID SEPARATELY, BUT WILL BE INCLUDED IN THE COST OF WORK. THE CONTRACTOR SHALL MITIGATE DUST PER CDOT STANDARD BMPS. WATER USED AS A DUST PALLIATIVE AND WATER REQUIRED FOR 3. DIRECTOR IMMEDIATELY SO THAT APPROPRIATE ACTION CAN BE TAKEN. IF FIELD CONDITIONS ARE FOUND TO BE DIFFERENT THAN SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS 2. CONSTRUCTION. ALL PERMITS NECESSARY TO COMPLETE THE WORK SHALL BE PULLED BY CONTRACTOR PRIOR TO WORK. POSTAL SERVICE PRIOR TO ANY STREET CLOSURES OR PROPERTY ACCESS CHANGES AT LEAST 24 HOURS PRIOR TO ANY THE CONTRACTOR SHALL NOTIFY THE TRI-LAKES MONUMENT FIRE DEPARTMENT, POLICE DEPARTMENT, SCHOOL DISTRICTS, AND US 1. PLACEMENT OF PEDESTRIAN PUSH BUTTON POSTS SHALL FOLLOW CDOT STANDARD S-614-44 INSTALLED WITH AN R10-3B SIGN FOR PEDESTRIAN SIGNAL INFORMATION. ALL PEDESTRIAN PUSH BUTTON POST ASSEMBLIES SHALL BE INSTALLED PER CDOT STANDARD S-614-9. ALL PUSH BUTTONS SHALL BE 31. THE TERM "REPLACE" INCLUDES REMOVAL AND INSTALLATION OF THE ITEM AS INDICATED IN THE PLANS. 30. MATCH PROPOSED LIP OF GUTTER TO EXISTING PAVEMENT ELEVATION THROUGHOUT. ALL MEASUREMENTS CORRESPOND TO EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. SAWCUT WILL NOT BE PAID SEPARATELY. 29. TRAFFIC SIGN AND POST TO A NEW LOCATION. RESET SIGN AND POST SHALL INCLUDE PAYMENT FOR ALL WORK AND MATERIALS NECESSARY TO REMOVE, PROTECT, AND RESET A 28. ALL ARROWS USED TO INDICATE GRADE ON THESE PLANS POINT DOWNHILL UNLESS NOTED OTHERWISE. 27. SPECIFICATIONS, AND STANDARD DRAWINGS PUBLISHED BY CDOT UNLESS OTHERWISE SPECIFIED BY THESE PLANS. ALL MATERIALS AND WORK SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE GENERAL PROVISIONS, STANDARD 26. COMPACTOR OR EQUIVALENT. INCHES. COMPACTION SHALL BE ACHIEVED TO THE SATISFACTION OF THE ENGINEER USING AT LEAST A GAS-POWERED PLATE ASPHALT PATCHING SHALL HAVE A MINIMUM THICKNESS OF SIX INCHES WITH A MAXIMUM COMPACTED LIFT THICKNESS OF THREE 25. BEFORE SUCCEEDING LAYER IS PLACED. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH 24. QUANTITY SHALL BE INCIDENTAL. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF ONE PART EMULSIFIED ASPHALT AND ONE PART WATER. THE PAY 23. AGGREGATE BASE COURSE 1.7955 TONS/CY HOT MIX ASPHALT 110 LB/SY·IN FOR PLAN QUANTITIES, THE FOLLOWING RATES WERE USED: 22. WORKS DIRECTOR, AS WELL AS ANY GARBAGE, DEBRIS, AND TOPSOIL WITHIN THE PROJECT AREA. PUBLIC WORKS DIRECTOR. CLEARING AND GRUBBING SHALL INCLUDE THE REMOVAL OF VEGETATION AS DIRECTED BY THE PUBLIC CONTRACTOR SHALL COORDINATE REMOVAL OR REPLACEMENT OF TREES, SHRUBS, BUSHES AND OTHER VEGETATION WITH THE 21. WORK AND WILL NOT BE PAID SEPARATELY. EXCAVATION SUPPORT IN ACCORDANCE WITH OSHA REQUIREMENTS. THE COST OF TEMPORARY SHORING SHALL BE INCLUDED IN THE THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING, DESIGNING, PROVIDING, INSTALLING, MAINTAINING, AND REMOVING TEMPORARY 20. THE CONTRACTOR SHALL FIELD VERIFY ALL OF PIPE PRIOR TO PLACING ORDERS FOR MATERIALS. 19. TRAFFIC SIGNS, UTILITY EQUIPMENT, AND SPECIALIZED ITEMS DESIGNATED FOR RESET OR REMOVAL. CONTRACTOR AND RESPONSIBILITY OF THE CONTRACTOR FOR PROPER DISPOSAL. EXCEPTIONS INCLUDE, BUT ARE NOT LIMITED TO: UNLESS NOTED OTHERWISE, ALL MATERIAL THAT IS REMOVED BY THE CONTRACTOR SHALL BECOME THE PROPERTY OF THE 18. AT DISTURBED AREAS OUTSIDE OF THE ROADWAY, THE CONTRACTOR SHALL INSTALL A MINIMUM OF 4" OF TOPSOIL PRIOR TO SEEDING. 17. CONTRACTOR. IMMEDIATELY BY EITHER THE CONTRACTOR OR MONUMENT WATER DEPARTMENT AT FULL COST OF LABOR AND MATERIALS TO THE DURING CONSTRUCTION. SHOULD A WATER MAIN FAIL BECAUSE OF THE CONTRACTOR'S OPERATIONS, IT SHALL BE REPAIRED THE CONTRACTOR SHALL, AT HIS EXPENSE, SUPPORT AND PROTECT ALL UTILITIES SO THAT THEY WILL FUNCTION CONTINUOUSLY 16. ---PAGE BREAK--- 2 2 3 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] GENERAL: CCK CWG WRS Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\ge-Keymap&Legend.dgn Default 4/30/2021 Survey Feet connor.gordon 4:47:34 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\01_General\ge-Keymap&Legend.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 1 6 7 8 ABBREVIATIONS 5 2 3 4 9 SH 105 & Beacon Lite Road Pedestrian Improvements KEYMAP AND ABBREVIATIONS INTERSTATE 25 CENTURY PL BEACON LITE RD 8TH STREET CT BUTTONW OOD SH 105 3RD STREET 250' 250' 0' 125' 500' SEGMENT 3 SEGMENT 2 SEGMENT 1 ---PAGE BREAK--- 5' 5' 5' 12' 6' BACK OF CURB PEDESTRIAN RAMP 4" EXISTING CURB AND GUTTER EXISTING PAVEMENT 6" ABC (CLASS 6) EXISTING ABC PAVEMENT EXISTING (TYP) EXISTING GROUND SAWCUT HMA (PATCHING) (ASPHALT) 6" MIN MATCH EXISTING 6" MIN SAWCUT CONCRETE PAVEMENT 6" WIDTH VARIES CONCRETE PAVEMENT ABC (CLASS 6) EXISTING PAVEMENT 2' PER CDOT M-608-1 (SECTION VARIES SEE PLANS FOR LIMITS) PROPOSED CURB & GUTTER TYPE 2 6" MIN 4" LANDSCAPE BUFFER 2:1 TAPER (TYP) 5' 3' MIN EXISTING FIXED OBJECT C EXISTING FIXED OBJECT EXISTING PAVEMENT 4" (TYP) EXISTING GROUND VARIES 14' TYPICAL EXISTING PAVEMENT 4" (TYP) GROUND EXISTING EXISTING PAVEMENT (TYP) EXISTING GROUND 1 1 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS 10' Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_rd-typ_01.dgn Default 5/3/2021 Survey Feet connor.gordon 12:47:57 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_rd-typ_01.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd TYPICALS SH 105 & Beacon Lite Road Pedestrian Improvements TYPICAL DETAILS NOTES: 2% MAX NOT TO SCALE (TYP) 4H:1V MAX STATE HIGHWAY 105 TYPICAL TAPER DETAIL NOT TO SCALE (TYP) 2H:1V MAX SIDEWALK CONCRETE VARIES THE PLANS. ACCORDANCE WITH THE LIMITS SHOWN ON WIDE. SIDEWALK MAY VARY TO 4' IN CONCRETE SIDEWALK SHALL TYPICALLY BE 5' 3. SEE PLANS FOR CONSTRUCTION LIMITS 2. 4" TOPSOIL AND SEEDING INDICATED BY 1. MAX) WIDTH VARIES BUFFER 2% MAX (TYP) 2H:1V MAX SIDEWALK CONCRETE VARIES L 2' MIN2' MIN BEACON LITE ROAD TYPICAL NARROWING DETAIL FL SEE SIDEWALK PLANS 1-6 STATE HIGHWAY 105 & BEACON LITE ROAD TYPICAL SECTION A 2% MAX VARIES 8% MAX VARIES SIDEWALK 5' CONCRETE NOT TO SCALE 4H:1V MAX SEE SIDEWALK PLANS 5&6 BEACON LITE ROAD SECTION B FL WIDTH VARIES 5'-10' UNLINED V-DITCH 2' TYP VARIES 2% MAX 2% MAX 2% MAX 2' TYP VARIES 3.5' MAX VARIES SIDEWALK 5' CONCRETE (TYP) 4H:1V MAX 4H:1V MAX (TYP) SEE SIDEWALK PLANS 7 - 9 BEACON LITE ROAD SECTION D NOT TO SCALE WIDTH VARIES 5'-10' UNLINED V-DITCH 2' TYP VARIES 2% MAX 4H:1V MAX (TYP) 2.5' MAX VARIES 2% MAX 2% MAX 2' TYP VARIES SIDEWALK 5' CONCRETE (SEE LOCATIONS OF PLANS) VARIES 4" TO 6" (TYP) 4H:1V MAX SEE SIDEWALK PLANS 6-9 BEACON LITE ROAD SECTION C NOT TO SCALE 4 ---PAGE BREAK--- G EXISTING STOP BAR MATCH LOCATION OF WHITE, 24" WIDE, 25' LONG STOP BAR CENTERED ON RAMPS WHITE, 24" WIDE, 9' LONG (TYP) CROSSWALK BAR PAVEMENT MARKINGS PROTECT EXISTING 67 SY CONCRETE SIDEWALK (THIS SHEET) CURB RAMP TYPE 4A (6 SY) 22 SY CONCRETE SIDEWALK PROTECT POWER POLE REPLACE LANDSCAPING IN KIND CURB RAMP TYPE 4A (5 SY) 12 SY CONCRETE SIDEWALK PROTECT LIGHT POLE TOE OF FILL (TYP) PROTECT LIGHT POLE LIP OF GUTTER) ASPHALT MAT (MEASURE TO SAWCUT & REMOVAL OF 73 SY VALVE PROTECT GAS R=25' R=25' R=6.5' 3S-1 3S-2 3S-3 3S-4 3S-5 3N-1 3N-2 3N-3 R=5.5' CONCRETE PAVEMENT REMOVAL OF 34 SY PP1 3S-6 18' 10' 5' 5' 107' 5' 4' PP2 WV1 LP1 4' 17' TO SECTION IB SECTION IIB 10' TRANSITION FROM II-B) (THIS SHEET) 167 LF CURB & GUTTER TYPE 2 (SECTION PROTECT SIGN TYPE 2A (12 SY) CURB RAMP FROM 5' TO 6' WIDE 6 LF SIDEWALK TRANSITION 6 LF SIDEWALK 6' WIDE FROM 6' TO 4' WIDE 11 LF SIDEWALK TRANSITION ADJUST VALVE BOX 64 LF CURB & GUTTER TYPE 2 (SECTION I-B) REMOVAL OF 96 LF CURB & GUTTER (SECTION II-B) GUTTER TYPE 2 78 LF CURB & SEE SPECIAL DETAIL 2 (8 INCH - MATCH EXISTING JOINTS) 27 SY CONCRETE PAVEMENT AT 7-ELEVEN DRIVEWAY BEGIN CONSTRUCTION TRANSITION 10' CURB HEAD CURB RAMP TYPE 2A (11 SY) HOT MIX ASPHALT (PATCHING)) CDOT ITEM NUMBER 403-00720 ASPHALT RAMP (6 SY - PAID AS ASPHALT MAT SAWCUT & REMOVAL OF 243 SY SECTION A BEGIN SIDEWALK SECTION A END SIDEWALK SECTION A BEGIN SIDEWALK 7035 LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_rd-plan_SH105_01.dgn Default 5/4/2021 Survey Feet connor.gordon 11:17:53 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_rd-plan_SH105_01.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 9 1 5 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ROADWAY: WRS CCK STATE HIGHWAY 105 CWG 20' MATCHLINE A STATE HIGHWAY 105 7-ELEVEN WALGREENS 3RD STREET KEY MAP NOTES: SH 105 & Beacon Lite Road Pedestrian Improvements R1-1 RESET WOODMOOR DR MONUMENT D1-2 RESET 20' 0' 10' 40' REMOVE R8-3 a 30' MIN 10.5' 12.5' 15.5' 11' 6' 5' M-609-1. INSTALLED PER CDOT STANDARD AND SIDEWALKS SHALL BE M-608-1. ALL CURBS, GUTTERS, INSTALLED PER CDOT STANDARD ALL CURB RAMPS SHALL BE 2. OTHERWISE NOTED ON PLANS. PROJECT AREA UNLESS REMOVE DELINEATORS WITHIN 1. SIDEWALK PLAN - SEGMENT 3 ---PAGE BREAK--- CURB RAMP TYPE 3B (5 SY) CURB RAMP TYPE 3B (5 SY) SIDEWALK THIS SHEET 67 SY CONCRETE SIDEWALK THIS SHEET 68 SY CONCRETE CENTERED ON RAMPS WHITE, 24" WIDE, 9' LONG (TYP) CROSSWALK BAR EXISTING STOP BAR MATCH LOCATION OF WHITE, 24" WIDE, 15' LONG STOP BAR TOE OF FILL (TYP) VAULT ELECTRIC PROTECT GUTTER REMOVAL OF 33 LF CURB & PROTECT SIGNAL POLE CURB & GUTTER REMOVAL OF 34 LF LIP OF GUTTER) ASPHALT MAT (MEASURE TO SAWCUT & REMOVAL OF 40 SY OF GUTTER) ASPHALT MAT (MEASURE TO LIP SAWCUT & REMOVAL OF 37 SY SIGNAL POLE PROTECT R=15' R=15' MPS-1 MPS-2 MPN-1 MPN-2 EV1 SP1 (SECTION II-B) THIS SHEET 147 LF CURB & GUTTER TYPE 2 92' 12' 13' 5' 5' 14' 12' 88' 5' 5' RS1 (SECTION II-B) THIS SHEET 149 LF CURB & GUTTER TYPE 2 SECTION IIB TO SECTION IB 10' TRANSITION FROM SECTION IIB TO SECTION IB 10' TRANSITION FROM SP2 REPLACE LANDSCAPING IN KIND REPLACE LANDSCAPING IN KIND SECTION A END SIDEWALK SECTION A BEGIN SIDEWALK 7035 LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH 20' 0' 10' 40' Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_rd-plan_SH105_02.dgn Default 5/3/2021 Survey Feet connor.gordon 11:19:45 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_rd-plan_SH105_02.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 9 2 6 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ROADWAY: WRS CCK STATE HIGHWAY 105 CWG 20' NOTES: PROTECT STATE HIGHWAY 105 KEY MAP ROSIE'S DINER CORK'N BOTTLE MATCHLINE A MATCHLINE B MONUMENT PLAZA DRIVEW AY SH 105 & Beacon Lite Road Pedestrian Improvements SPECIAL MONUMENT WOODMOOR DR RESET DISTRICT BUSINESS EM-6b R8-3 a REMOVE REMOVE R8-3 a M-609-1. INSTALLED PER CDOT STANDARD AND SIDEWALKS SHALL BE M-608-1. ALL CURBS, GUTTERS, INSTALLED PER CDOT STANDARD ALL CURB RAMPS SHALL BE 2. OTHERWISE NOTED ON PLANS. PROJECT AREA UNLESS REMOVE DELINEATORS WITHIN 1. SIDEWALK PLAN - SEGMENT 3 ---PAGE BREAK--- CURB RAMP TYPE 2C (9 SY) SIDEWALK THIS SHEET 46 SY CONCRETE SIDEWALK THIS SHEET 86 SY CONCRETE PROTECT BUSINESS SIGN PROTECT POWER POLE PROTECT ELECTRIC VAULT REPLACE LANDSCAPING IN KIND REPLACE LANDSCAPING IN KIND GUTTER REMOVAL OF 39 LF CURB & REMOVAL OF 8 SY SIDEWALK CENTERED ON RAMPS WHITE, 24" WIDE, 9' LONG (TYP) CROSSWALK BAR WHITE, 24" WIDE, 15' LONG STOP BAR GUTTER REMOVAL OF 26 LF CURB & TOE OF FILL (TYP) 5 SY CONCRETE SIDEWALK R=15' R=15' 2A (12 SY) CURB RAMP TYPE TBS-1 TBS-2 TBN-1 TBN-2 148' 5' 82' 5' (SECTION II-B) THIS SHEET 188 LF CURB & GUTTER TYPE 2 TS2 TS1 (SECTION II-B) THIS SHEET 103 LF CURB & GUTTER TYPE 2 PP3 EV2 GUTTER) (MEASURE TO LIP OF SY ASPHALT MAT SAWCUT & REMOVAL OF 42 GUTTER) (MEASURE TO LIP OF SY ASPHALT MAT SAWCUT & REMOVAL OF 26 FROM 5' TO 4' WIDE 10 LF SIDEWALK TRANSITION PROTECT TREES MATCH EXISTING SIDEWALK END SIDEWALK SECTION A BEGIN SIDEWALK SECTION A 5' LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_rd-plan_SH105_03.dgn Default 5/3/2021 Survey Feet connor.gordon 11:20:57 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_rd-plan_SH105_03.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 9 3 7 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ROADWAY: WRS CCK STATE HIGHWAY 105 CWG 20' KEY MAP 20' 0' 10' 40' NOTES: STATE HIGHWAY 105 MATCHLINE B MATCHLINE C R1-1 RESET TACO BELL MONUMENT MOTORS SH 105 & Beacon Lite Road Pedestrian Improvements RESET R3-7r REMOVE R8-3 a REMOVE R8-3 a M-609-1. INSTALLED PER CDOT STANDARD AND SIDEWALKS SHALL BE M-608-1. ALL CURBS, GUTTERS, INSTALLED PER CDOT STANDARD ALL CURB RAMPS SHALL BE 2. OTHERWISE NOTED ON PLANS. PROJECT AREA UNLESS REMOVE DELINEATORS WITHIN 1. 10.5' 5' 6' BUSINESS ACCESS SIDEWALK PLAN - SEGMENT 3 ---PAGE BREAK--- E SIDEWALK THIS SHEET 104 SY CONCRETE REPLACE LANDSCAPING IN KIND BY OWNER ADJUST VAULT BY OWNER ADJUST VAULT SIDEWALK REMOVAL OF 25 SY 105S-1 105N-1 5' 126.5' 17.5' 41' II-B) THIS SHEET 295 LF CURB & GUTTER TYPE 2 (SECTION PL1 SL1 OF GUTTER) ASPHALT MAT (MEASURE TO LIP SAWCUT & REMOVAL OF 67 SY REPLACE LANDSCAPING IN KIND PROTECT TREES PROTECT LANSCAPING WALL AT STATE FARM INSURANCE END CONSTRUCTION MATCH EXISTING SIDEWALK END SIDEWALK SECTION A LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_rd-plan_SH105_04.dgn Default 5/4/2021 Survey Feet connor.gordon 11:22:17 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_rd-plan_SH105_04.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 9 4 8 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ROADWAY: WRS CCK STATE HIGHWAY 105 CWG 20' KEY MAP 20' 0' 10' 40' MATCHLINE C STATE HIGHWAY 105 MONUMENT MOTORS STATE FARM NOTES: SH 105 & Beacon Lite Road Pedestrian Improvements PROTECT 35 R2-1 (35) REMOVE R8-3 a REMOVE R8-3 a M-609-1. INSTALLED PER CDOT STANDARD AND SIDEWALKS SHALL BE M-608-1. ALL CURBS, GUTTERS, INSTALLED PER CDOT STANDARD ALL CURB RAMPS SHALL BE 2. OTHERWISE NOTED ON PLANS. PROJECT AREA UNLESS REMOVE DELINEATORS WITHIN 1. SIDEWALK PLAN - SEGMENT 3 ---PAGE BREAK--- 7030 7035 7040 7045 7050 W SA SA ST W W W SA SA ST W W EXISTING EDGE OF PAVEMENT CURB AND GUTTER PROTECT EXISTING SIDEWALK 157 SY CONCRETE 5' (TYPICAL) POLE AND PULL BOX PROTECT SIGNAL SIGNAL POLE PROTECT EDGE LINE, WHITE, 4" WIDE PROTECT FIBER OPTIC VAULT WHITE, 24" WIDE, 15' LONG STOP BAR THIS SHEET 16 SY CONCRETE SIDEWALK 8' (TYPICAL THIS SHEET) MATCH EXISTING CURB RADIUS BCE-1 BCE-2 BCW-1 BCW-2 105W-1 139 SY HMA (PATCHING) (ASPHALT) SAWCUT & REMOVAL OF ASPHALT MAT 5 SY CONCRETE SIDEWALK TYPE 2A (10 SY) CURB RAMP TYPE 2 (SECTION II-B) 63 LF CURB & GUTTER (SECTION II-B) GUTTER TYPE 2 64 LF CURB & ASPHALT MAT SAWCUT & REMOVAL OF 9 SY GUTTER REMOVAL OF 62 LF CURB AND ASPHALT MAT SAWCUT & REMOVAL OF 9 SY SIDEWALK REMOVAL OF 33 SY CONCRETE 37 SY CONCRETE PAVEMENT (8 INCH) PAVEMENT REMOVAL OF 37 SY CONCRETE 37 SY CONCRETE PAVEMENT (8 INCH) PAVEMENT REMOVAL OF 37 SY CONCRETE SP3 TV1 SP4 LP2 DN1 105W-2 105W-3 MARKINGS 41 SF REMOVAL OF PAVEMENT ASPHALT MAT REMOVAL OF 11 SY (SECTION II-B) THIS SHEET 39 LF CURB & GUTTER TYPE 2 14 SY CONCRETE SIDEWALK IN-1 IN KIND LANDSCAPING REPLACE TYPE 2C (8 SY) CURB RAMP SIDEWALK MATCH EXISTING BEGIN SECTION A FIRST NATIONAL BANK BEGIN CONSTRUCTION AT SEE SPECIAL DETAILS 6 LF SIDEWALK DRAIN 5' TYP R 25' 50' 10' TYP R BACK OF CURB 39' SOUTH OF EXISTING 12.7' EAST OF SIGNAL POLE CURB RAMP TYPE 2C (8 SY) TELEPHONE RISER PROTECT VENT PIPE PROTECT WATER VALVE WATER PROTECT 60 SY CONC SIDEWALK TOE OF FILL PAVEMENT EXISTING EDGE OF CURB AND GUTTER PROTECT EXISTING TOP OF CUT 215 SY CONCRETE SIDEWALK BEGIN SIDEWALK SECTION A 2 EACH (15 SY TOTAL) CURB RAMP TYPE 1A AT SAFEWAY DRIVEWAY BEGIN SEGMENT 1 CONSTRUCTION RAMP (8 SY) REPLACE CURB PROTECT SIGNAL POLE REPLACE LANDSCAPING IN KIND PROTECT SIGNAL POLE MATCH EXISTING SIDEWALK 7 SY CONCRETE SIDEWALK REPLACE SIDEWALK 2 SY PROTECT PULL BOX MATCH EXISTING SIDEWALK END SIDEWALK SECTION A SECTION A SIDEWALK BEGIN MARKINGS 2 SY REMOVAL OF PAVEMENT (SECTION II-B) REPLACE 40 LF CURB & GUTTER TYPE 2 SAWCUT & REPLACE ASPHALT MAT 9 SY REPLACE 39 LF CURB & GUTTER TYPE 2 ( SECTION II-B) SAWCUT & REPLACE ASPHALT MAT 9 SY BEGIN SIDEWALK SECTION B OF EXISTING CURB AND GUTTER END SIDEWALK SECTION B AT END LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH 9 5 9 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] 40' 0' 20' 80' ROADWAY: STATE HIGHWAY 105 CCK CWG WRS 40' KEY MAP STATE HIGHWAY 105 BIG O TIRES SAFEWAY Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_rd-plan_BL_05.dgn Default 5/4/2021 Survey Feet connor.gordon 11:23:33 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_rd-plan_BL_05.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd MATCHLINE D ONLY ONLY ONLY R3-8B ONLY ONLY ONLY R3-8B R1-1 RESET RESET RESET 35 R2-1 (35) PROTECT R5-1 PROTECT NOTES: SH 105 & Beacon Lite Road Pedestrian Improvements DOLLAR TREE FIRST NATIONAL BANK BUTTONW OOD CT BEEN VERIFIED BY SURVEY CONTROL. INFORMATION ONLY AND HAVE NOT RIGHTS OF WAY SHOWN FOR 4. PER CDOT STANDARD M-609-1. AND SIDEWALKS SHALL BE INSTALLED M-608-1. ALL CURBS, GUTTERS, INSTALLED PER CDOT STANDARD ALL CURB RAMPS SHALL BE 3. OTHERWISE NOTED ON PLANS. PROJECT AREA UNLESS REMOVE DELINEATORS WITHIN 2. AT INTERSECTION. SIGNALS, AND RAMP DIMENSIONS SEE SPECIAL DETAIL 1 FOR STRIPING, 1. SEGMENT 2 SEGMENT 1 38.6' RESET R3-7r R3-7r 5' (TYPICAL) RESET 35 D9-14 R2-1 (35) MATCHLINE E SIDEWALK PLAN - SEGMENT 1 & 2 ---PAGE BREAK--- SA W E ADJUST MANHOLE THIS SHEET 177 SY CONCRETE SIDEWALK 5' 6' MATCH EXISTING CURB RADIUS CULVERT PLUG EXISTING BLN-1 BLS-1 BCN-1 BCN-2 GUTTER REMOVAL OF 35 LF CURB & THIS SHEET 347 LF CURB & GUTTER TYPE 2 (SECTION IIB) BLS-2 BLN-2 FH1 SS1 LP4 LP3 76 SY ASPHALT MAT SAWCUT & REMOVAL OF REMOVAL OF 20 SY CONCRETE PAVEMENT 20 SY CONCRETE PAVEMENT (8 INCH) REPLACE LANDSCAPING IN KIND BOX (3 EA) ADJUST VALVE RISER PROTECT TELEPHONE TYPE 2C (12 SY) CURB RAMP AT DOLLAR TREE DRIVEWAY END CONSTRUCTION SEE SPECIAL DETAILS 6 LF SIDEWALK DRAIN (TYPICAL) 5' WIDTH SECTION A END SIDEWALK LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH 9 6 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] BEACON LITE ROAD ROADWAY: CCK CWG WRS 40' KEY MAP Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archvied_rd-plan_BL_06.dgn Default 5/3/2021 Survey Feet connor.gordon 11:25:33 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archvied_rd-plan_BL_06.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd MATCHLINE D R3-6R RESET R1-1 PROTECT BEACON LITE ROAD NOTES: 40' 0' 20' 80' SH 105 & Beacon Lite Road Pedestrian Improvements DOLLAR TREE POLICE DEPARTMENT MONUMENT TOWN HALL & BUTTONW OOD CT BEEN VERIFIED BY SURVEY CONTROL. INFORMATION ONLY AND HAVE NOT RIGHTS OF WAY SHOWN FOR 3. PER CDOT STANDARD M-609-1. AND SIDEWALKS SHALL BE INSTALLED M-608-1. ALL CURBS, GUTTERS, INSTALLED PER CDOT STANDARD ALL CURB RAMPS SHALL BE 2. OTHERWISE NOTED ON PLANS. PROJECT AREA UNLESS REMOVE DELINEATORS WITHIN 1. 10 SIDEWALK PLAN - SEGMENT 2 ---PAGE BREAK--- 7030 7035 7040 7045 7050 SA 188' SPECIAL SIGN 14.2' SOUTH OF EXISTING EDGE OF PAVEMENT MATCH EXISTING INLET BEGIN UNLINED V-DITCH TOE OF FILL 303' 42' UNLINED V-DITCH ANGLE POINT THIS SHEET 282 SY CONCRETE SIDEWALK (4 INCH) INCH) SIDEWALK (6 11 SY CONCRETE 491 LF UNLINED V-DITCH (SEE SHEET 3) 168.2' SOUTH OF OHE POWER POLE MATCH INVERT AT 1' BELOW EXISTING GROUND BEGIN 18 INCH CSP INSTALL 18 INCH STEEL END SECTION END UNLINED V-DITCH R 10' R 5' INSTALL DELINEATOR CDOT TYPE III (YELLOW) BEGIN SIDEWALK (4 INCH) SECTION C END SIDEWALK (6 INCH) SECTION C SECTION C BEGIN SIDEWALK (6 INCH) END SIDEWALK SECTION B LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH 9 7 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] BEACON LITE ROAD ROADWAY: CCK CWG WRS 40' 40' 0' 20' 80' MATCHLINE E MATCHLINE F KEY MAP SPECIAL SPECIAL PROTECT 481-2436 MONUMENT PUBLIC WORKS FLOW TO MONUMENT LAKE CRSTAL CREEK NO TRUCKS OVER 26000 LBS GVWR 481-2436 MONUMENT PUBLIC WORKS FLOW TO MONUMENT LAKE CRSTAL CREEK 25 RESET R2-1 (25) BEACON LITE ROAD Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\04162021_rd-plan_02.dgn Default 5/3/2021 Survey Feet connor.gordon 11:41:50 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\04162021_rd-plan_02.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 2' TYPICAL 10' TYPICAL NOTES: 7' TYPICAL BEEN VERIFIED BY SURVEY CONTROL. INFORMATION ONLY AND HAVE NOT RIGHTS OF WAY SHOWN FOR 2. TOPSOIL, AND SEEDING. INCLUDES UNCLASSIFIED EXCAVATION, INSTALLATION OF UNLINED V-DITCH 1. PROTECT SH 105 & Beacon Lite Road Pedestrian Improvements SIDEWALK PLAN - SEGMENT 1 11 (TYPICAL) 2' OFFSET FROM EOP (TYPICAL) 5' WIDTH ---PAGE BREAK--- 7055 7060 7065 T EXISTING EDGE OF PAVEMENT 179 LF UNLINED V-DITCH 58 LF 18 INCH CSP PROTECT FENCE PROTECT WATER VALVE PROTECT FIRE HYDRANT 55 LF 18 INCH CSP SEE NARROWING DETAIL PROTECT POWER POLE REMOVE FENCE POST PEDESTAL PROTECT ELECTRIC MATCH INVERT AT 1' BELOW EXISTING GROUND BEGIN UNLINED V-DITCH INSTALL 18 INCH CS END SECTION (CIP) END 18 INCH CSP 22.6' SEE NARROWING DETAIL PROTECT FIBER CABINET 113.8' SOUTH OF OHE POWER POLE 152.3' SOUTH OF OHE POWER POLE TOP OF CUT (TYP) 10.7' FOR SALVAGE AND REUSE WORKS DIRECTOR COORDINATE WITH PUBLIC REMOVAL OF CULVERT 15 SY REMOVAL OF RIPRAP THIS SHEET 292 LF UNLINED V-DITCH THIS SHEET 131 SY CONCRETE SIDEWALK MATCH INVERT AT 1' BELOW EXISTING GROUND BEGIN 18 INCH CSP INSTALL 18 INCH STEEL END SECTION END UNLINED V-DITCH 13.7' WEST OF FIRE HYDRANT MATCH INVERT AT 1' BELOW EXISTING GROUND BEGIN UNLINED V-DITCH INSTALL 18 INCH STEEL END SECTION END 18 INCH CSP THIS SHEET 170 SY CONCRETE SIDEWALK MATERIAL 41 SY ASPHALT SAWCUT AND REPLACE 6.7' SOUTH OF STOP SIGN MATCH EXISTING EDGE OF PAVEMENT BEGIN SIDEWALK SECTION E BEGIN SIDEWALK SECTION E END SIDEWALK (4 INCH) SECTION D PAVEMENT MATCH EXISTING EDGE OF END SIDEWALK SECTION E 9 8 40' 0' 20' 80' BEACON LITE ROAD CCK CWG WRS 40' MATCHLINE F MATCHLINE G KEY MAP BEACON LITE ROAD 8TH STREET MONUMENT CEMETERY Index of Revisions Computer File Information NOTES: SH 105 & Beacon Lite Road Pedestrian Improvements SIDEWALK PLAN - SEGMENT 1 12 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ROADWAY: PROTECT R1-1 OHE POWER POLE 80.2' NORTH OF Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\04162021_rd-plan_03.dgn Default 5/3/2021 Survey Feet connor.gordon 11:42:49 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\04162021_rd-plan_03.dgn of Init. Comments Date: Units: 11x17 Scale: Checker: Detailer: Designer: Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 7° TYPICAL 30° STORMWATER. CSP NOT TO IMPEDE THE FLOW OF PROVIDE SUFFICIENT SLOPE IN THE CSP TO TOP OF FINISHED GRADE AND INCHES MINIMUM COVER FROM TOP OF CONTRACTOR SHALL PROVIDE 6 3. BEEN VERIFIED BY SURVEY CONTROL. INFORMATION ONLY AND HAVE NOT RIGHTS OF WAY SHOWN FOR 2. TOPSOIL, AND SEEDING. INCLUDES UNCLASSIFIED EXCAVATION, INSTALLATION OF UNLINED V-DITCH 1. (TYPICAL) 2' OFFSET FROM EOP (TYPICAL) 10' WIDTH (TYPICAL) 5' WIDTH (TYPICAL) 5' WIDTH (TYPICAL) 10' WIDTH (TYPICAL) 2' OFFSET FROM EOP LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH ---PAGE BREAK--- 7070 7075 W EXISTING EDGE OF PAVEMENT 132 LF UNLINED V-DTICH PROTECT FENCE PROTECT FENCE PROTECT WATER VENT PIPE VILLAGE SIGN AND RETAINING WALL PROTECT MONUMENT MEADOW 16' SEE NARROWING DETAIL PROTECT TREE HYDRANT PROTECT FIRE CSP 68 LF 18 INCH 47.8' SOUTH OF STOP SIGN MATCH EXISTING GROUND END UNLINED V-DITCH PROTECT TELEPHONE RISER THIS SHEET 309 LF UNLINED V-DTICH TOP OF CUT (TYP) 96 SY CONCRETE SIDEWALK (4 INCH) THIS SHEET 183 SY CONCRETE SIDEWALK 9.7' WEST OF FIRE HYDRANT MATCH INVERT AT 2.5' BELOW EXISTING GROUND BEGIN UNLINED V-DITCH INSTALL 18 INCH STEEL END SECTION END 18 INCH CSP 40.1' NORTH OF "BEGIN COUNTY MAINTENANCE" SIGN MATCH INVERT AT 2.5' BELOW EXISTING GROUND BEGIN 18 INCH CSP INSTALL 18 INCH STEEL END SECTION END UNLINED V-DITCH ASPHALT MATERIAL SAWCUT AND REPLACE 71 SY 26.7' SOUTH OF FIRE HYDRANT MATCH EXISTING EDGE OF PAVEMENT BEGIN SIDEWALK (4 INCH) SECTION D 26.7' SOUTH OF STOP SIGN MATCH EXISTING EDGE OF PAVEMENT END SIDEWALK SECTION E 5' W IDTH OF STOP SIGN VILLAGE DRIVEWAY 37.7' SOUTH AT MONUMENT MEADOW END SEGMENT 1 CONSTRUCTION PAVEMENT C MATCH EXISTING EDGE OF END SIDEWALK (4 INCH) SECTION LEGEND BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING BOX PROPOSED TYPE THREE PULL SIGNAL FACE PROPOSED PEDESTRIAN BUTTON POST ASSEMBLY PROPOSED PEDESTRIAN PUSH BUTTON PROPOSED PEDESTRIAN PUSH CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT PROPOSED CONTOURS EXISTING CONTOURS UNLINED V-DITCH 9 9 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] 40' 0' 20' 80' BEACON LITE ROAD ROADWAY: CCK CWG WRS 40' MATCHLINE G KEY MAP 35 PROTECT R2-1 (35) BEGIN COUNTY MAINTENANCE SPECIAL PROTECT R1-1 PROTECT BEACON LITE ROAD MONUMENT MEADOW VILLAGE MONUMENT CEMETERY Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\04162021_rd-plan_04.dgn Default 5/4/2021 Survey Feet connor.gordon 11:43:48 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\04162021_rd-plan_04.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd R1-1 PROTECT NOTES: STORMWATER. CSP NOT TO IMPEDE THE FLOW OF PROVIDE SUFFICIENT SLOPE IN THE CSP TO TOP OF FINISHED GRADE AND INCHES MINIMUM COVER FROM TOP OF CONTRACTOR SHALL PROVIDE 6 3. BEEN VERIFIED BY SURVEY CONTROL. INFORMATION ONLY AND HAVE NOT RIGHTS OF WAY SHOWN FOR 2. TOPSOIL, AND SEEDING. INCLUDES UNCLASSIFIED EXCAVATION, INSTALLATION OF UNLINED V-DITCH 1. SH 105 & Beacon Lite Road Pedestrian Improvements SIDEWALK PLAN - SEGMENT 1 13 (TYPICAL) 2' OFFSET FROM EOP (TYPICAL) 10' WIDTH (NOMINAL) TOP OF DITCH 2' OFFSET FROM 5' W IDTH (TYPICAL) BACK OF WALK 0.5' OFFSET FROM 5' W IDTH ---PAGE BREAK--- PROTECT SIGNAL POLE RESET PULL BOX PUSH BUTTON RESET PEDESTRIAN PROTECT SIGNAL POLE PROTECT SIGNAL POLE REMOVAL OF PAVEMENT MARKINGS 40 SF PROTECT PULL BOX PROTECT SIGNAL POLE 31' LONG WHITE, 8" WIDE CHANNELIZING LINE 5' TYP 32' LONG YELLOW, 4" WIDE CENTER LINES MATCH LOCATION OF EXISTING ARROWS TURN ARROWS PER CDOT S-627-1 REMOVAL OF PAVEMENT MARKINGS 44 SF 11' 11' 6' 5' CENTERED ON RAMPS 9' LONG (TYP) WHITE, 24" WIDE CROSSWALK BAR 5' 6' 5' 6' PROTECT SIGNAL CABINET 5' 6' 5' TYP 6' 5' 4' MIN 4' MATCH ANGLE OF EXISTING STOP BAR WHITE, 24" WIDE, 19' LONG STOP BAR 4' EXISTING STOP BAR MATCH LOCATION OF WHITE, 24" WIDE, 18' LONG STOP BAR CENTERED ON RAMPS WHITE, 24" WIDE, 9' LONG (TYP) CROSSWALK BAR 5' TYP TYPE 2 (SECTION IIB) TO (SECTION IB) 10' TRANSITION FROM CURB AND GUTTER TYPE 2 (SECTION IIB) TO (SECTION IB) 10' TRANSITION FROM CURB AND GUTTER 5 1 CCK CWG WRS 20' STATE HIGHWAY 105 Index of Revisions Computer File Information 20' 0' 10' 40' STATE HIGHWAY 105 SAFEWAY TRAFFIC PLAN SH 105 & Beacon Lite Road Pedestrian Improvements SPECIAL DETAILS FIRST NATIONAL BANK TREE DOLLAR SAFEWAY LEGEND 14 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\rd-det_01.dgn Default 5/3/2021 Survey Feet connor.gordon 4:30:08 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\rd-det_01.dgn of Init. Comments Date: Units: 11x17 Scale: Checker: Detailer: Designer: Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd EXISTING PROPOSED POST ASSEMBLY PEDESTRIAN PUSH BUTTON PEDESTRIAN PUSH BUTTON PEDESTRIAN SIGNAL FACE TYPE THREE PULL BOX DETAILS BACK OF CURB MATCH EXISTING CDOT STANDARD M-608-1 CURB RAMP LANDING PER RIGHT-OF-WAY ASPHALT MAT REMOVAL OF HMA PATCHING CONCRETE PAVEMENT REMOVAL OF SIDEWALK REMOVAL OF PAVEMENT (8 INCH) CONCRETE CONTROL POINT ---PAGE BREAK--- ALONG JOINT LINE REMOVAL OF CONCRETE 9 SY PROTECT INLET ALONG JOINT LINE CONCRETE 27 SY REMOVAL OF PAVEMENT EXISTING EDGE OF ASPHALT MAT SAWCUT & REMOVAL OF G 5' 3' 4' 4' 7.7' 7.4' 230° 230° 131° 91° ALONG BEACON LITE ROAD TO EXISTING EDGE OF PAVEMENT MATCH FACE OF CURB PROTECT RPP STORM CURB & GUTTER TYPE 2 ASPHALT PATCHING BACK OF CURB MATCH EXISTING PROTECT INLET PROTECT GAS VALVE ROW LINE TOE OF FILL PAVEMENT (6 INCH) REPLACE CONCRETE MATCH EXISTING BACK OF CURB NEXT SHEET SEE CHASE DRAIN STANDARDS OF CURB & GUTTER) (INCLUDED WITH COST MONOLITHIC WITH CURB. CONCRETE PAVEMENT POUR INLET APRON TYPE 2 CURB AND GUTTER 10' TRANSITION EXISTING EOP 5 2 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\rd-det_02.dgn Default 5/4/2021 Survey Feet connor.gordon 3:16:04 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\rd-det_02.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 10' 0' 5' 20' AND STATE HIGHWAY 105 SE CORNER BEACON LITE ROAD SPECIAL DETAILS SH 105 & Beacon Lite Road Pedestrian Improvements DETAILS AND STATE HIGHWAY 105 NW CORNER 3RD STREET AND STATE HIGHWAY 105 SW CORNER 3RD STREET 20' 0' 10' 40' VARIES CONCRETE SAWCUT AND REMOVAL SAWCUT DETAIL A ASPHALT MAT SAWCUT AND REMOVAL SAWCUT DETAIL C CONCRETE SAWCUT AND REMOVAL SAWCUT DETAIL B AND STATE HIGHWAY 105 SW CORNER 3RD STREET CONCRETE SAWCUT AND REMOVAL CHASE DRAIN DETAIL A AND STATE HIGHWAY 105 SE CORNER BEACON LITE ROAD SEGMENT 2 3RD STREET AND CHASE DRAIN SIDEWALK DRAIN DETAIL B AND STATE HIGHWAY 105 NW CORNER 3RD STREET CURB HEAD TRANSITION DETAIL 15 SEGMENT 3 ---PAGE BREAK--- 6" 6" 18" 6" ( TYP. ) 6" 3' 3' MIN 2.5' 5' TYP 5' TYP 6" MIN 18" 18" 15" O.C. LENGTH OF MEASUREMENT 4' 4' 6" 5 3 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS DETAILS Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\rd-det_03.dgn Default 5/3/2021 Survey Feet connor.gordon 4:31:54 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\rd-det_03.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd NOTES: CHASE DRAIN NOT TO SCALE 2.0% 2.0% SLOPE VARIES CUT-OFF WALL CAST AGAINST UNDISTURBED EARTH GALVANIZED, NON-SLIP, RAISED PATTERN, 38" STEEL No. 3 REBAR @ 12" C/C, E.W. TYPE 2 (SECTION II-B) CURB & GUTTER SECTION A-A FLOW TO GUTTER FROM GUTTER ) ( VARIES IF FLOW 12" EXP JOINT 1" x 34" STEEL SUPPORT BARS WELDED TO BOTTOM OF 38" STEEL FLOOR PLATE, DIMENSION TO BE VERTICAL). SUBGRADE COMPACTED TO MIN: 95% ASTM D-698, ± 2 % OR 90% ASTM D-1557, ± 2 % No. 3 REBAR @ 12" C/C, E.W. 2 - No. 3 REBAR ( BOTH SIDES ) 3" CLEAR ( TYP. ) SECTION B-B EXTEND CHASE REBAR 18" INTO CUT-OFF WALL AS SHOWN. SECTION C-C ( SUPPORT BARS ) 1" RADIUS 1" RADIUS EXPANSION JOINTS FACE OF CURB EXTEND UPPER BAR 18" INTO CURB HEAD, EXTEND LOWER BARS 18" INTO GUTTER SECTION. PLAN VIEW NOT TO SCALE SIDEWALK 5' CONCRETE SIDEWALK 5' CONCRETE A C C A B B TRANSITION TRANSITION SH 105 & Beacon Lite Road Pedestrian Improvements SECTION AND CUT-OFF WALL. MONOLITHICALLY WITH CURB & GUTTER CHASE SECTION TO BE POURED 7. EXPANSION OR COLD JOINT. BY SAW-CUT, REMOVED TO AN EXISTING ALL REMOVAL OF EXISTING CURB SHALL BE 6. TOUCHED-UP WITH COLD ZINC COATING. ZINC COATED. FIELD WELDS TO BE ALL EXPOSED METAL TO BE HOT DIPPED 5. STEEL PLATES, AND FINISHING. HAULING, PLACEMENT, STEEL REINFORCING, MATERIAL, EXCAVATION, FORMING, MIXING, INCUDING CONCRETE AND EXPANSION JOINT FULL COMPENSATION FOR: ALL MATERIALS PAYMENT FOR CHASE DRAIN SHALL INCLUDE 4. ALONG THE FACE OF THE CURB OPENING. MEASUREMENT OF CURB AND GUTTER SIDEWALK. THERE WILL BE NO BREAK IN THE CURB ALONG THE ROAD AND BACK OF THE OF CURB, BETWEEN THE FLOWLINE OF THE THE LINEAR FOOT ALONG THE BOTTOM FACE THE CHASE DRAIN SHALL BE MEASURED BY 3. AND BRIDGE CONSTRUCTION. CDOT STANDARD SPECIFICATIONS FOR ROAD REQUIREMENTS OF SECTION 609 OF THE MATERIAL AND CONSTRUCTION THE CHASE DRAIN SHALL MEET THE 2. SHOWN ON THE PLANS OR ESTABLISHED. CONFORMITY WITH THE LINES AND GRADES CONSTRUCTION OF A CHASE DRAIN IN THIS WORK CONSISTS OF THE 1. Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\rd-det_03.dgn Default 5/3/2021 Survey Feet connor.gordon 4:31:54 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\rd-det_03.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd NOT TO SCALE SPECIAL DETAILS CHASE DRAIN STANDARDS 16 ---PAGE BREAK--- 5 4 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\ARCHIVED_rd-det_04 Default 5/4/2021 Survey Feet connor.gordon 11:01:32 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\ARCHIVED_rd-det_04 of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd SPECIAL DETAILS SH 105 & Beacon Lite Road Pedestrian Improvements DETAILS STANDARD PLAN NO. S-614-9 NOT TO SCALE 17 ---PAGE BREAK--- 5 5 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\ARCHIVED_rd-det_05 Default 5/4/2021 Survey Feet connor.gordon 11:06:46 AM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\ARCHIVED_rd-det_05 of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd SPECIAL DETAILS SH 105 & Beacon Lite Road Pedestrian Improvements DETAILS STANDARD PLAN NO. S-614-9 NOT TO SCALE 18 ---PAGE BREAK--- STATE FARM TACO BELL 7-ELEVEN CORK'N BOTTLE ROSIE'S DINER MONUMENT MOTORS MCDONALD'S VILLAGE INN PHILLIPS 66 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_ph-plan_01A.dgn Default 5/4/2021 Survey Feet connor.gordon 2:51:50 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_ph-plan_01A.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 8 1 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS 80' SH 105 & Beacon Lite Road Pedestrian Improvements 80' 0' 40' 160' PHASE 1A SUMMARY: GENERAL NOTES: THIRD STREET LEGEND: DIRECTION OF TRAFFIC LOCATION OF TRAFFIC LOCATION OF WORK OR CLOSURE MONUMENT PLAZA DW Y PAYMENT FOR TRAFFIC CONTROL WILL BE LUMP SUM. 9. CONTRACTOR SHALL PROVIDE DETOUR SIGNS FOR PRIVATE BUSINESS ACCESSES. 8. ● EMERGENCY RESPONSE SERVICES ● TOWN OF MONUMENT ● SCHOOL DISTRICT 38 ● PROPERTY AND BUSINESS OWNERS DIRECTLY AFFECTED BY THE CLOSURE ● US POSTAL SERVICE ● CDOT REGION 2 AND 48 HOURS BEFORE CHANGING TRAFFIC PATTERNS. CONTRACTOR SHALL NOTIFY THE FOLLOWING PARTIES TWO WEEKS PRIOR TO BEGINNING OF CONSTRUCTION AND DRIVEWAY CLOSURES 7. PUBLIC WORKS DIRECTOR AND SHALL ACQUIRE A CDOT SPECIAL USE WORK PERMIT PRIOR TO IMPLEMENTATION. CONTRACTOR SHALL COORDINATE LANE CLOSURES AND TRAFFIC RESTRICTIONS, INCLUDING IDENTIFICATION OF PEAK HOURS, WITH THE 6. SIGNED PEDESTRIAN DETOURS SHALL BE PROVIDED FOR ANY SIDEWALK CLOSURE. 5. AT LEAST ONE LANE OF THROUGH TRAFFIC SHALL BE MAINTAINED ALONG EACH DIRECTION OF STATE HIGHWAY 105 AT ALL TIMES. 4. MARKING INSTALLATION. FULL CLOSURE OF ANY ACCESS OR DRIVEWAY WILL ONLY BE PERMITTED DURING OFF-PEAK HOURS WHERE NECESSARY FOR PAVEMENT 3. NO LANE CLOSURES SHALL OCCUR DURING PEAK HOURS. 2. PHASES 1A-E MAY BE COMBINED AS APPROVED BY THE PUBLIC WORKS DIRECTOR. 1. INSTALL SIGNS AND PAVEMENT MARKINGS ● PLACE CONCRETE; FILL AND STABILIZE SLOPE CONSTRUCT CURB AND GUTTER, SIDEWALK, RAMPS; PATCH ASPHALT; ● GUTTER, ASPHALT, AND CONCRETE SCARIFY EXISTING GROUND, SAWCUT AND REMOVE EXISTING CURB AND ● PLACE EROSION CONTROL AND TEMPORARY TRAFFIC CONTROL MEASURES ● STATE HIGHWAY 105 PHASE 3A - STATE HIGHWAY 105 PHASING PLAN 19 PHASING: ---PAGE BREAK--- STATE FARM TACO BELL 7-ELEVEN CORK'N BOTTLE ROSIE'S DINER MONUMENT MOTORS MCDONALD'S VILLAGE INN PHILLIPS 66 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_ph-plan_01B.dgn Default 5/4/2021 Survey Feet connor.gordon 2:53:15 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_ph-plan_01B.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 8 2 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS 80' SH 105 & Beacon Lite Road Pedestrian Improvements LEGEND: DIRECTION OF TRAFFIC LOCATION OF TRAFFIC LOCATION OF WORK OR CLOSURE PHASE 1B SUMMARY: THIRD STREET 80' 0' 40' 160' INSTALL SIGNS ● AND STABILIZE SLOPE CONSTRUCT CURB AND GUTTER, SIDEWALK, RAMPS; PATCH ASPHALT; FILL ● GUTTER AND ASPHALT SCARIFY EXISTING GROUND, SAWCUT AND REMOVE EXISTING CURB AND ● PLACE EROSION CONTROL AND TEMPORARY TRAFFIC CONTROL MEASURES ● MONUMENT PLAZA DW Y STATE HIGHWAY 105 PHASE 3B - STATE HIGHWAY 105 PHASING PLAN 20 PHASING: ---PAGE BREAK--- STATE FARM TACO BELL 7-ELEVEN CORK'N BOTTLE ROSIE'S DINER MONUMENT MOTORS MCDONALD'S VILLAGE INN PHILLIPS 66 VILLAGE INN Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_ph-plan_01C.dgn Default 8/12/2019 Survey Feet connor.gordon 2:55:04 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_ph-plan_01C.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 8 3 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS 80' SH 105 & Beacon Lite Road Pedestrian Improvements LEGEND: DIRECTION OF TRAFFIC LOCATION OF TRAFFIC LOCATION OF WORK OR CLOSURE PHASE 1C SUMMARY: INSTALL SIGNS, SIGNALS, AND PAVEMENT MARKINGS ● AND STABILIZE SLOPE CONSTRUCT CURB AND GUTTER, SIDEWALK, RAMPS; PATCH ASPHALT; FILL ● GUTTER AND ASPHALT SCARIFY EXISTING GROUND, SAWCUT AND REMOVE EXISTING CURB AND ● PLACE EROSION CONTROL AND TEMPORARY TRAFFIC CONTROL MEASURES ● 80' 0' 40' 160' THIRD STREET STATE HIGHWAY 105 MONUMENT PLAZA DW Y PHASE 3C - STATE HIGHWAY 105 PHASING PLAN 21 PHASING: ---PAGE BREAK--- 8 4 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS 80' Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\ph-plan_01E.dgn Default 4/30/2021 Survey Feet connor.gordon 3:06:32 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\ph-plan_01E.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd LEGEND: BEACON LITE ROAD 80' 0' 40' 160' DIRECTION OF TRAFFIC LOCATION OF TRAFFIC LOCATION OF WORK OR CLOSURE DOLLAR TREE AND STABILIZE SLOPE CONSTRUCT CURB AND GUTTER, SIDEWALK, RAMPS; PATCH ASPHALT; FILL ● GUTTER AND ASPHALT SCARIFY EXISTING GROUND, SAWCUT AND REMOVE EXISTING CURB AND ● PLACE EROSION CONTROL AND TEMPORARY TRAFFIC CONTROL MEASURES ● PHASE 1D SUMMARY: SH 105 & Beacon Lite Road Pedestrian Improvements 22 PHASE 1A - STATE HIGHWAY 105 PHASING PLAN PHASING: SAFEWAY STATE HIGHWAY 105 GROUP VIEW MEDICAL MOUNTAIN BIG O TIRE BANK FIRST NATIONAL & POLICE DEPARTMENT MONUMENT TOWN HALL ---PAGE BREAK--- 8 5 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS 80' Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\ph-plan_01F.dgn Default 5/4/2021 Survey Feet connor.gordon 3:11:14 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\ph-plan_01F.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd LEGEND: BEACON LITE ROAD 80' 0' 40' 160' DIRECTION OF TRAFFIC LOCATION OF TRAFFIC LOCATION OF WORK OR CLOSURE DOLLAR TREE AND STABILIZE SLOPE CONSTRUCT CURB AND GUTTER, SIDEWALK, RAMPS; PATCH ASPHALT; FILL ● GUTTER AND ASPHALT SCARIFY EXISTING GROUND, SAWCUT AND REMOVE EXISTING CURB AND ● PLACE EROSION CONTROL AND TEMPORARY TRAFFIC CONTROL MEASURES ● PHASE 1E SUMMARY: SH 105 & Beacon Lite Road Pedestrian Improvements PHASE 1B - STATE HIGHWAY 105 PHASING PLAN 23 PHASING: SAFEWAY STATE HIGHWAY 105 & POLICE DEPARTMENT MONUMENT TOWN HALL GROUP VIEW MEDICAL MOUNTAIN BIG O TIRE BANK FIRST NATIONAL ---PAGE BREAK--- 8 6 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS 80' Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_ph-plan_01D.dgn Default 4/30/2021 Survey Feet connor.gordon 2:57:31 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_ph-plan_01D.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd BEACON LITE ROAD LEGEND: 80' 0' 40' 160' DIRECTION OF TRAFFIC LOCATION OF TRAFFIC LOCATION OF WORK OR CLOSURE DOLLAR TREE SH 105 & Beacon Lite Road Pedestrian Improvements INSTALL SIGNS, SIGNALS, AND PAVEMENT MARKINGS ● FILL AND STABILIZE SLOPE CONSTRUCT CURB AND GUTTER, SIDEWALK AND RAMPS; PATCH ASPHALT; ● GUTTER, SIDEWALK, AND ASPHALT SCARIFY EXISTING GROUND, SAWCUT AND REMOVE EXISTING CURB AND ● PLACE EROSION CONTROL AND TEMPORARY TRAFFIC CONTROL MEASURES ● PHASE 2A - STATE HIGHWAY 105 PHASING PLAN 24 PHASE 1F SUMMARY: PHASING: STATE HIGHWAY 105 BANK FIRST NATIONAL BIG O TIRE GROUP VIEW MEDICAL MOUNTAIN SAFEWAY & POLICE DEPARTMENT MONUMENT TOWN HALL ---PAGE BREAK--- 8 7 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] CCK CWG WRS 80' Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\Archived_ph-plan_01E.dgn Default 4/30/2021 Survey Feet connor.gordon 3:00:45 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\Archived_ph-plan_01E.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd BEACON LITE ROAD LEGEND: 80' 0' 40' 160' DIRECTION OF TRAFFIC LOCATION OF TRAFFIC LOCATION OF WORK OR CLOSURE DOLLAR TREE SH 105 & Beacon Lite Road Pedestrian Improvements INSTALL SIGNS AND PAVEMENT MARKINGS ● PATCH ASPHALT; FILL AND STABILIZE SLOPE CONSTRUCT CURB AND GUTTER, SIDEWALK, CONCRETE INLET APRON; ● GUTTER, CONCRETE INLET APRON, AND ASPHALT SCARIFY EXISTING GROUND, SAWCUT AND REMOVE EXISTING CURB AND ● PLACE EROSION CONTROL AND TEMPORARY TRAFFIC CONTROL MEASURES ● PHASE 2B - STATE HIGHWAY 105 PHASING PLAN 25 PHASE 1G SUMMARY: PHASING: STATE HIGHWAY 105 BANK FIRST NATIONAL GROUP VIEW MEDICAL MOUNTAIN BIG O TIRE SAFEWAY & POLICE DEPARTMENT MONUMENT TOWN HALL ---PAGE BREAK--- BEGIN CONSTRUCTION END CONSTRUCTION BEGIN CONSTRUCTION END CONSTRUCTION BEGIN CONSTRUCTION END CONSTRUCTION 8 8 2315 Briargate Pkwy #150 Colorado Springs, CO 80920 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] PHASING: CCK JAS WRS 80' Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] ...\02_Roadway\ph-plan_02.dgn Default 4/29/2021 Survey Feet connor.gordon 12:11:50 PM pw:\\aecom-na-pw.bentley.com:AECOM_DS16_NA\Documents\60561381-Beacon Lite Road Sidewalk\900-CAD GIS\910_CAD\20_SHEETS\02_Roadway\ph-plan_02.dgn of Init. Comments Date: Units: 11x17 Scale: Index of Revisions Checker: Detailer: Designer: Computer File Information Last Modification Date: Model Name: File Location: Sheet Number AECOM # 60561381 Town of Monument Department of Public Works 645 Beacon Lite Rd 80' 0' 40' 160' STATE HIGHWAY 105 TEMPORARY TRAFFIC CONTROL PLAN SH 105 & Beacon Lite Road Pedestrian Improvements TIRES BIG O CEMETERY MONUMENT SAFEWAY BANK FIRST NATIONAL DEPARTMENT & POLICE TOWN HALL MONUMENT MEADOW VILLAGE DRIVEWAY AT NORTHERN MONUMENT EAST SIDE OF BEACON LITE RD AT BUTTONWOOD CT EAST SIDE OF BEACON LITE RD AT FIRST NATIONAL BANK DRIVEWAY AT SAFEWAY DRIVEWAY TREE DOLLAR CENTURY PL 3RD STREET SH 105 INTERSTATE 25 8TH STREET BEACON LITE RD CT BUTTONW OOD VILLAGE MEADOW MONUMENT AT 7-ELEVEN DRIVEWAY IN FRONT OF STATE FARM INSURANCE WEST SIDE OF SH 105 NOTES: SEPARATELY. FLAGGING IS NOT INCLUDED IN TRAFFIC CONTROL (LS). CONTROL AND TEMPORARY SIGNING ITEMS SHALL NOT BE PAID TEMPORARY SIGNING AS DETAILED ON THIS SHEET. TEMPORARY TRAFFIC ● TRAFFIC CONTROL (LS) INCLUDES TEMPORARY TRAFFIC CONTROL AND REPRESENT MAXIMUM DEVICES IN USE AT ONE TIME. TO REDUCE IMPACTS TO BUSINESS ACCESSES. QUANTITIES SHOWN CONSTRUCTION TO BE BROKEN INTO PHASES ALONG STATE HIGHWAY 105 ● SPEED LIMIT OF THE ROAD AND CHAPTER 6F OF THE MUTCD STANDARDS. WORKING AREA. DRUM SPACING SHALL BE DETERMINED BASED ON THE DRUMS SHALL BE USED TO DELINEATE LANE CLOSURES, TAPERS, AND ● CLOSED. CONTROL AROUND A WORK AREA NEAR AN INTERSECTION, ONE LANE GENERAL NOTES AND CASE NO. 18 TYPICAL APPLICATION FOR TRAFFIC TEMPORARY TRAFFIC CONTROL SHALL BE INSTALLED PER CDOT S-630-1 ● 26