BID PLAN SET.pdf

PDF 44 MB Posted Apr 7, 2025

Attached to: GRIGS ROAD PAVING PROJECT
Solicitation number: CI 2021-032
Issued by: Douglas County, Colorado

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Written by GovTribe AI · Apr 10, 2025

The document is a comprehensive Bid Plan Set for the Grigs Road Paving Project (CI 2021-032) issued by Douglas County, Colorado's Department of Public Works Engineering. The project involves extending the existing asphalt pavement for approximately one mile from Daniels Park Road to the East/West Regional Trailhead & Pavilion parking lot, requiring significant earthwork, new curb and gutter installation, six-inch asphalt pavement construction, and drainage enhancements including eight new inlet structures. Sealed bids will be received until 2:30 p.m. on Tuesday, April 29, 2025, with a pre-bid conference scheduled for 9:00 a.m. on Tuesday, April 15, 2025, at the Philip S. Miller Building in Castle Rock. Bidders must be prequalified with the Colorado Department of Transportation and can obtain contract documents through the Rocky Mountain E-Purchasing System Website starting Monday, April 7, 2025.

The project encompasses substantial infrastructure improvements with detailed specifications including roadway design, erosion control plans, cross-sections, and signing details. The bid documents outline approximately 1,040 square yards of asphalt pavement removal, 10,875 linear feet of curb and gutter installation, 2,394 tons of hot mix asphalt, and multiple drainage infrastructure components such as 179 linear feet of 24-inch reinforced concrete pipe and four flared end sections. The project will involve earthwork, including 6,474 cubic yards of unclassified excavation and 6,076 cubic yards of embankment material. Additional components include seeding 1.77 acres, installing erosion control measures, and constructing various roadway features with specific engineering standards and environmental considerations.

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C O

S H

DOUGLAS COUNTY

DEPARTMENT OF PUBLIC WORKS ENGINEERING

DOUGLAS COUNTY PROJECT NO. CI 2021-032

GRIGS ROAD PAVING PROJECT

SECTION 30 TOWNSHIP 6 SOUTH, RANGE 67 WEST, 6TH P.M.

DOUGLAS COUNTY, COLORADO

DECEMBER 2023

FINAL DESIGN

Scale: 1"=2000'

BID SET

APRIL 2025

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OF SHEETS

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SHEET

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AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

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(303) 660-7490

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COLORADO

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DOUGLASOUGLAS

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COUNTYOUNTY

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CI 2021-032, GRIGS ROAD PAVING PROJECT

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INDEX OF REVISIONS

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AutoCAD SHX Text 12/13/23

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CI 2021-032

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AutoCAD SHX Text Q:\Inspection\griggs\grigs 2022\start_over\BASE - Grigs Road_ phase_1_cover.dwg

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%%UPROJECT LOCATION MAP

AutoCAD SHX Text SHEET NO. INDEX OF SHEETS INDEX OF SHEETS 1 (1) COVER SHEET & NOTES (1) COVER SHEET & NOTES COVER SHEET & NOTES 2 (1) GENERAL NOTES (1) GENERAL NOTES GENERAL NOTES 3-5 (3) SUMMARY OF APPROXIMATE QUANTITIES (3) SUMMARY OF APPROXIMATE QUANTITIES SUMMARY OF APPROXIMATE QUANTITIES 6 (1) TYPICAL SECTION (1) TYPICAL SECTION TYPICAL SECTION 7 (1) SURVEY CONTROL (1) SURVEY CONTROL SURVEY CONTROL 8 (1) GEOMETRIC LAYOUT (1) GEOMETRIC LAYOUT GEOMETRIC LAYOUT 9-20 (12) ROADWAY PLAN (12) ROADWAY PLAN ROADWAY PLAN 21-31 (11) SIGNING AND STRIPING PLAN (11) SIGNING AND STRIPING PLAN SIGNING AND STRIPING PLAN 32-36 (5) ROADWAY AND SIGNS DETAILS (5) ROADWAY AND SIGNS DETAILS ROADWAY AND SIGNS DETAILS 37-48 (12) EROSION CONTROL PLAN - INITIAL AND INTERIM (12) EROSION CONTROL PLAN - INITIAL AND INTERIM EROSION CONTROL PLAN - INITIAL AND INTERIM 49-60 (12) EROSION CONTROL PLAN - FINAL (12) EROSION CONTROL PLAN - FINAL EROSION CONTROL PLAN - FINAL 61-66 (6) EROSION CONTROL DETAILS (6) EROSION CONTROL DETAILS EROSION CONTROL DETAILS 67-117 (51) CROSS SECTIONS (51) CROSS SECTIONS CROSS SECTIONS 117 TOTAL SHEETSTOTAL SHEETS

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APPROVED BY DOUGLAS COUNTY

AutoCAD SHX Text JANET HERMAN, P.E. DATE DATE DIRECTOR OF PUBLIC WORKS ENGINEERING BEN PIERCE P.E. DATE DATE ENGINEERING CIP SUPERVISOR KARL LUCERO DATE DATE PROJECT ENGINEER THESE CONSTRUCTION PLANS HAVE BEEN REVIEWED BY DOUGLAS COUNTY FOR STREET STREET AND DRAINAGE IMPROVEMENTS ONLY. ONLY.

AutoCAD SHX Text SURVEY COORDINATES COORDINATES ARE STATE PLANE COLORADO CENTRAL 0502 (US FEET); HORIZONTAL DATUM NAD83/92; VERTICAL DATUM NAVD88. SURVEY MONUMENT THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND PROPERTY CORNERS THAT HAVE BEEN SET. IF ADDITIONAL RESETTING IS REQUIRED DUE TO THE SURVEY MONUMENTS BEING DAMAGED, DESTROYED OR DISTURBED IN ANY MANNER AFTER THE INITIAL SETTING, THE ADDITIONAL RESETTING WILL BE DONE AT THE CONTRACTORS EXPENSE.

AutoCAD SHX Text STANDARD NOTES 1. THE DOUGLAS COUNTY ENGINEERING DIRECTOR SIGNATURE AFFIXED TO THIS DOCUMENT INDICATES THE ENGINEERING THE DOUGLAS COUNTY ENGINEERING DIRECTOR SIGNATURE AFFIXED TO THIS DOCUMENT INDICATES THE ENGINEERING DIVISION HAS REVIEWED THE DOCUMENT AND FOUND IT IN GENERAL CONFORMANCE WITH THE DOUGLAS COUNTY ROADWAY DESIGN AND CONSTRUCTION STANDARDS AND THE DOUGLAS COUNTY SUBDIVISION RESOLUTION OR ACCEPTED VARIANCES TO THOSE REGULATIONS. THE DOUGLAS COUNTY ENGINEERING DIRECTOR, THROUGH ACCEPTANCE OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY, OTHER THAN STATED ABOVE, FOR THE COMPLETENESS AND/OR ACCURACY OF THESE DOCUMENTS. 2. ALL THE CONSTRUCTION SHALL CONFORM TO DOUGLAS COUNTY STANDARDS. ANY CONSTRUCTION NOT SPECIFICALLY ALL THE CONSTRUCTION SHALL CONFORM TO DOUGLAS COUNTY STANDARDS. ANY CONSTRUCTION NOT SPECIFICALLY ADDRESSED BY THESE PLANS AND SPECIFICATIONS WILL BE BUILT IN COMPLIANCE WITH THE LATEST EDITION OF THE MOST STRINGENT OF THE FOLLOWING: THE DOUGLAS COUNTY ROADWAY DESIGN AND CONSTRUCTION STANDARDS THE COLORADO DEPARTMENT OF HIGHWAYS STANDARDS SPECIFICATIONS THE COLORADO DEPARTMENT OF TRANSPORTATION M STANDARDS 3. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DOUGLAS COUNTY ENGINEERING ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DOUGLAS COUNTY ENGINEERING DIVISION AS APPLICABLE. THE COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL NOTIFY THE DOUGLAS COUNTY ENGINEERING INSPECTION DIVISION, 303-660-7487, A THE CONTRACTOR SHALL NOTIFY THE DOUGLAS COUNTY ENGINEERING INSPECTION DIVISION, 303-660-7487, A MINIMUM OF 24-HOURS AND A MAXIMUM OR 72-HOURS PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY DOUGLAS COUNTY ENGINEERING INSPECTION WHEN WORKING OUTSIDE THE PUBLIC RIGHT-OF-WAY ON ANY FACILITY THAT WILL BE CONVEYED TO THE COUNTY, URBAN DRAINAGE & FLOOD CONTROL DISTRICT, OR OTHER SPECIAL DISTRICT FOR MAINTENANCE (STORM SEWER, ENERGY DISSIPATERS, DETENTION OUTLET STRUCTURES, OR OTHER DRAINAGE INFRASTRUCTURES). FAILURE TO NOTIFY THE ENGINEERING INSPECTION DIVISION TO ALLOW THEM TO INSPECT THE CONSTRUCTION MAY RESULT IN NON-ACCEPTANCE OF THE FACILITY/INFRASTRUCTURE BY THE COUNTY AND/OR URBAN DRAINAGE. 5. CONSTRUCTION WILL NOT BEGIN UNTIL ALL APPLICABLE PERMITS HAVE BEEN ISSUED. IF A DOUGLAS COUNTY CONSTRUCTION WILL NOT BEGIN UNTIL ALL APPLICABLE PERMITS HAVE BEEN ISSUED. IF A DOUGLAS COUNTY ENGINEERING INSPECTOR IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE PERMITEE MAY COMMENCE WORK IN THE INSPECTOR'S ABSENCE. HOWEVER, DOUGLAS COUNTY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 6. THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION. FOR THE LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION. FOR INFORMATION CONTACT: COLORADO 811, AT 1-800-922-1987 (WWW.COLORADO811.ORG). WWW.COLORADO811.ORG). ). 7. THE CONTRACTOR SHALL HAVE ONE (1) COPY OF THE PLANS SIGNED BY THE DOUGLAS COUNTY ENGINEERING THE CONTRACTOR SHALL HAVE ONE (1) COPY OF THE PLANS SIGNED BY THE DOUGLAS COUNTY ENGINEERING DIRECTOR, ONE (1) COPY OF THE ROADWAY DESIGN AND CONSTRUCTION STANDARDS, AS AMENDED, AND ALL APPLICABLE PERMITS AT THE JOB SITE AT ALL TIMES. 8. ALL PROPOSED STREET CUTS TO EXISTING PAVEMENTS FOR UTILITIES, STORM SEWER OR FOR OTHER PURPOSES ARE ALL PROPOSED STREET CUTS TO EXISTING PAVEMENTS FOR UTILITIES, STORM SEWER OR FOR OTHER PURPOSES ARE LISTED AND REFERENCES BELOW: 9. A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) SHALL BE SUBMITTED TO DOUGLAS COUNTY FOR ACCEPTANCE WITH THE RIGHT-OF-WAY USE AND CONSTRUCTION PERMIT APPLICATION. A RIGHT-OF-WAY USE AND CONSTRUCTION PERMIT WILL NOT BE ISSUED WITHOUT AN ACCEPTED TRAFFIC CONTROL PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION. 10. THE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR THREE (3) YEARS FROM THE DATE OF COUNTY THE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR THREE (3) YEARS FROM THE DATE OF COUNTY ACCEPTANCE, AFTER WHICH TIME THESE PLANS SHALL BE VOID AND WILL BE SUBJECT TO RE-REVIEW AND RE-ACCEPTANCE BY DOUGLAS COUNTY. 11. DOUGLAS COUNTY STANDARD DETAILS SHALL NOT BE MODIFIED. ANY NON-STANDARD DETAILS WILL BE CLEARLY DOUGLAS COUNTY STANDARD DETAILS SHALL NOT BE MODIFIED. ANY NON-STANDARD DETAILS WILL BE CLEARLY IDENTIFIED AS SUCH. 12. PAVING, INCLUDING CONSTRUCTION OF CURB AND GUTTER (WHEN USED), SHALL NOT START UNTIL ALL SUBGRADE PAVING, INCLUDING CONSTRUCTION OF CURB AND GUTTER (WHEN USED), SHALL NOT START UNTIL ALL SUBGRADE COMPACTION TEST HAS BEEN ACCEPTED BY THE ENGINEERING INSPECTION DIVISION FOR ALL PUBLIC AND PRIVATE ROADS. 13. STANDARD DOUGLAS COUNTY HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT STANDARD DOUGLAS COUNTY HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT MID-BLOCK LOCATIONS OPPOSITE OF ONE OF THE CURB RETURNS OF ALL "T" INTERSECTIONS AS IDENTIFIED ON THESE PLANS. 14. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAY UNLESS OTHERWISE NOTED. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAY UNLESS OTHERWISE NOTED. 15. ALL ELEVATIONS ARE ON UNITED STATES COAST AND GEODETIC SURVEY (USC&GS)(NAVD-88) DATUM WITH DATE. THE ALL ELEVATIONS ARE ON UNITED STATES COAST AND GEODETIC SURVEY (USC&GS)(NAVD-88) DATUM WITH DATE. THE RANGE POINT OR MONUMENTS SHALL BE SHOWN ON CONSTRUCTION DRAWINGS. 16. ALL STORM SEWER IMPROVEMENTS (PUBLIC AND PRIVATE) INCLUDING, BUT NOT LIMITED TO, INLETS, PIPES, CULVERTS, ALL STORM SEWER IMPROVEMENTS (PUBLIC AND PRIVATE) INCLUDING, BUT NOT LIMITED TO, INLETS, PIPES, CULVERTS, CHANNELS, DITCHES, HYDRAULIC STRUCTURES, RIPRAP, DETENTION BASINS, FOREBAYS, MICROPOOLS, AND WATER QUALITY FACILITIES REQUIRE PERMITTING AND INSPECTIONS. PLEASE CONTACT THE DOUGLAS COUNTY ENGINEERING INSPECTION DIVISION AT 303-660-7487 FOR PERMITTING REQUIREMENTS AND INSPECTIONS SCHEDULING. 17. TWO (2) MANHOLE ACCESS POINTS ARE REQUIRED ON ALL MODIFIED TYPE “R” CURB INLETS GREATER THAN OR EQUAL TWO (2) MANHOLE ACCESS POINTS ARE REQUIRED ON ALL MODIFIED TYPE “R” CURB INLETS GREATER THAN OR EQUAL R” CURB INLETS GREATER THAN OR EQUAL CURB INLETS GREATER THAN OR EQUAL TO TEN (10) FEET IN LENGTH. 18. EPOXY COATED REBAR IS REQUIRED ON ALL DRAINAGE STRUCTURES. EPOXY COATED REBAR IS REQUIRED ON ALL DRAINAGE STRUCTURES. 19. DOUGLAS COUNTY REQUIRES CLASS D CONCRETE FOR ALL DRAINAGE STRUCTURES. DOUGLAS COUNTY REQUIRES CLASS D CONCRETE FOR ALL DRAINAGE STRUCTURES. 20. ALL RCP STORM SEWERS MUST USE ASTM C443 WATERTIGHT GASKETS PER THE CURRENT DOUGLAS COUNTY AND ALL RCP STORM SEWERS MUST USE ASTM C443 WATERTIGHT GASKETS PER THE CURRENT DOUGLAS COUNTY AND URBAN DRAINAGE DESIGN CRITERIA. 21. ALL RCP SHALL BE CLASS III STORM SEWER PIPE UNLESS OTHERWISE SPECIFIED. ALL RCP SHALL BE CLASS III STORM SEWER PIPE UNLESS OTHERWISE SPECIFIED. 22. JOINT RESTRAINTS ARE REQUIRED FOR A MINIMUM OF THE LAST TWO PIPE JOINTS AND FLARED END SECTION OF AN JOINT RESTRAINTS ARE REQUIRED FOR A MINIMUM OF THE LAST TWO PIPE JOINTS AND FLARED END SECTION OF AN RCP OUTFALL. 23. PRECAST INLETS AND MANHOLE BASES ARE NOT ALLOWED. PRECAST INLETS AND MANHOLE BASES ARE NOT ALLOWED. 24. TOE WALLS ARE REQUIRED ON FLARED END SECTIONS AT THE OUTLET END OF CULVERTS AND STORM SEWER TOE WALLS ARE REQUIRED ON FLARED END SECTIONS AT THE OUTLET END OF CULVERTS AND STORM SEWER OUTFALLS. 25. FILTER FABRIC IS REQUIRED UNDER ALL RIPRAP PADS. FILTER FABRIC IS REQUIRED UNDER ALL RIPRAP PADS. 26. THE DETAILS INCLUDED ARE COMPATIBLE WITH THE STANDARD DOUGLAS COUNTY DETAILS CONTAINED IN THE LATEST THE DETAILS INCLUDED ARE COMPATIBLE WITH THE STANDARD DOUGLAS COUNTY DETAILS CONTAINED IN THE LATEST VERSION OF THE CRITERIA MANUALS. THIS INCLUDES, BUT IS NOT LIMITED TO: DOUGLAS COUNTY ROADWAY DESIGN AND CONSTRUCTION STANDARDS DOUGLAS COUNTY STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA DOUGLAS COUNTY GRADING, EROSION AND SEDIMENT CONTROL CRITERIA CDOT M & S STANDARDS MUTCD URBAN STORM DRAINAGE CRITERIA MANUAL VOLUMES 1, 2 & 3 27. A TEMPORARY CONSTRUCTION ACCESS PERMIT FROM DOUGLAS COUNTY MAY BE REQUIRED FOR ANY PROJECT.A TEMPORARY CONSTRUCTION ACCESS PERMIT FROM DOUGLAS COUNTY MAY BE REQUIRED FOR ANY PROJECT.

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GRIGS ROAD

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END PROJECT STA. 55+97.55

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BEGIN PROJECT STA. 0+04.33

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DANIELS PARK ROAD

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SHADOWBROOK CIR.

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VALLEYBROOK CIR

L N

Know what's below.

before you dig.Call

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LEGEND

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FENCE

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OVERHEAD ELECTRIC

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DAYLIGHT LINE

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RIGHT-OF-WAY

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EDGE OF GRAVEL

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CENTERLINE

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STORM SEWER

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PROPOSED PAVING

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SIGN

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BUSH/TREE

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GAS VALVE

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GAS MARKER

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ELECTRIC MARKER

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ELECTRIC METER

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TELEPHONE POLE

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GUY WIRE

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TELEPHONE PEDESTAL

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TRAFFIC DELINEATOR

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MAILBOX

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AutoCAD SHX Text CONSTRUCTION 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE COLORADO ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2017; AND AS SUBSEQUENTLY REVISED; THE STANDARD PLANS DATED JULY 2012 AND LATEST AMENDMENTS; AND THE DOUGLAS COUNTY ROADWAY DESIGN AND CONSTRUCTION STANDARDS AMENDED, INSOFAR AS THE SAME MAY APPLY AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDED HEREIN. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DOUGLAS COUNTY ENGINEERING DIVISION. THE COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY DOUGLAS COUNTY ENGINEERING DIVISION INSPECTION SECTION AT 303-660-7490, A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING CONSTRUCTION. 3. THE CONTRACTOR SHALL HAVE: ONE (1) SIGNED COPY OF THE PLANS THE CONTRACTOR SHALL HAVE: ONE (1) SIGNED COPY OF THE PLANS (ACCEPTED BY THE DOUGLAS COUNTY ENGINEER), ONE (1) COPY OF THE CONSTRUCTION SPECIFICATIONS FOR THE PROJECT, AND ONE (1) COPY OF THE DOUGLAS COUNTY ROADWAY DESIGN AND CONSTRUCTION STANDARDS, ONE (1) COPY OF THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD PLANS (M&S STANDARDS), AND ONE (1) COPY OF THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AT THE JOB SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL SURFACE AND SUBSURFACE DRAINAGE AND GROUND WATER ENTERING THE AREA. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DEWATERING IF NEEDED AT NO ADDITIONAL COST TO THE PROJECT. DEWATERING METHODS SHALL BE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COLLECTION AND PROPER DISPOSAL OF WATER FORM PAVEMENT SAWING OPERATIONS FOLLOWING DOUGLAS COUNTY'S GRADING, EROSION, AND SEDIMENT CONTROL STANDARDS. UNLESS CONFINED IN A PREDEFINED, BERMED CONTAINMENT AREA. THE CLEANING OF CONCRETE DELIVERY CHUTES IS PROHIBITED AT THE JOB SITE. 5. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO ANY STORM THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO ANY STORM SEWER IS PROHIBITED. 6. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS AND CROSS SECTIONS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR STAGING OUTSIDE THE CONSTRUCTION LIMITS SHOWN ON THE PLANS. THE EXISTING CURB AND GUTTER SHALL REMAIN IN PLACE WHERE APPLICABLE UNTIL JUST BEFORE PAVING IS SET TO BE DONE. 7. ANY STAGING AREAS WITHIN A QUARTER MILE OF THE PROJECT SITE SHALL ANY STAGING AREAS WITHIN A QUARTER MILE OF THE PROJECT SITE SHALL NOT EXCEED 0.4 ACRES OF DISTURBANCE, OTHERWISE THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A CDPS-STORMWATER CONSTRUCTION PERMIT AND SHALL FOLLOW DOUGLAS COUNTY'S AND CDOT'S MS4 PERMITS. 8. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TEST(S) PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TEST(S) (INCLUDING PROOF ROLLING) ARE TAKEN AND ACCEPTED BY THE ENGINEER AND/OR DOUGLAS COUNTY REPRESENTATIVE. 9. ALL ELEVATIONS FOR THE CURB AND GUTTER ARE TO BE AT THE FLOW ALL ELEVATIONS FOR THE CURB AND GUTTER ARE TO BE AT THE FLOW LINE, EXCEPT WHERE OTHERWISE SPECIFICALLY NOTED. STATIONS AND OFFSETS ON EXISTING FEATURES AND UTILITIES ARE APPROXIMATE AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE DOUGLAS COUNTY WITH A SET OF PLANS MARKED "AS-BUILTS". THE PLANS SHALL SHOW ALL UTILITIES, STREETS, STORM SEWER, GRADING AND ANY VARIATIONS FROM THE APPROVED CONSTRUCTION PLAN SET. 10. COMBINATION INLET TYPE 13 WITH OPEN THROAT (QUAD) SHALL BE COMBINATION INLET TYPE 13 WITH OPEN THROAT (QUAD) SHALL BE CONSTRUCTED USING TWO SIDE-BY-SIDE COMBINATION INLET TYPE 13 WITH OPEN THROAT (DOUBLE) INLETS CONNECTED BY A SECTION OF 18" RCP PIPE THROUGH THE ADJACENT WALLS.

AutoCAD SHX Text RIGHT-OF-WAY 26. EXISTING RIGHT-OF-WAY INFORMATION AS SHOWN ON THE PLAN SHEETS ARE EXISTING RIGHT-OF-WAY INFORMATION AS SHOWN ON THE PLAN SHEETS ARE RIGHT-OF-WAY INFORMATION AS SHOWN ON THE PLAN SHEETS ARE RIGHT-OF-WAY INFORMATION AS SHOWN ON THE PLAN SHEETS ARE INFORMATION AS SHOWN ON THE PLAN SHEETS ARE INFORMATION AS SHOWN ON THE PLAN SHEETS ARE AS SHOWN ON THE PLAN SHEETS ARE AS SHOWN ON THE PLAN SHEETS ARE SHOWN ON THE PLAN SHEETS ARE SHOWN ON THE PLAN SHEETS ARE ON THE PLAN SHEETS ARE ON THE PLAN SHEETS ARE THE PLAN SHEETS ARE THE PLAN SHEETS ARE PLAN SHEETS ARE PLAN SHEETS ARE SHEETS ARE SHEETS ARE ARE ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. SURVEY MONUMENT 27. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND PROPERTY THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND PROPERTY CORNERS THAT HAVE BEEN SET. IF ADDITIONAL RESETTING IS REQUIRED DUE TO THE SURVEY MONUMENTS BEING DAMAGED, DESTROYED OR DISTURBED IN ANY MANNER AFTER THE INITIAL SETTING, THE ADDITIONAL RESETTING WILL BE DONE AT THE CONTRACTORS EXPENSE. 28. ALL ELEVATIONS ARE ON THE UNITED STATES COAST AND GEODETIC SURVEY ALL ELEVATIONS ARE ON THE UNITED STATES COAST AND GEODETIC SURVEY (USC&GS) DATUM WITH DATE. THE RANGE POINTS OR MONUMENTS SHALL BE SHOWN ON THE PLANS.

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11. CONSTRUCTION WILL NOT BEGIN UNTIL ALL APPLICABLE PERMITS HAVE BEEN ISSUED. IF A DOUGLAS COUNTY ENGINEERING INSPECTOR IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE PERMITTEE MAY COMMENCE WORK IN THE INSPECTOR'S ABSENCE. HOWEVER, DOUGLAS COUNTY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING RESULTS REVEALS AN IMPROPER INSTALLATION. 12. CONSTRUCTION ON OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONSTRUCTION ON OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION. FOR INFORMATION CONTACT: COLORADO 811, AT 1-800-922-1987 (WWW.COLORADO811.ORG). 13. A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE MANUAL ON UNIFORM A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CHAPTER 3 SUBMITTAL REQUIREMENTS FOR CONSTRUCTION DOCUMENTS DOUGLAS COUNTY ROADWAY DESIGN AND CONSTRUCTION STANDARDS PAGE 3-3 CONTROL DEVICES, SHALL BE SUBMITTED TO DOUGLAS COUNTY FOR ACCEPTANCE WITH THE RIGHT-OF-WAY USE AND CONSTRUCTION PERMIT APPLICATION. A RIGHT-OF-WAY USE AND CONSTRUCTION PERMIT WILL NOT BE ISSUED WITHOUT AN ACCEPTED TRAFFIC CONTROL PLAN FOR TRAFFIC CONTROL DURING CONSTRUCTION. 14. EPOXY COATED REBAR IS REQUIRED ON ALL DRAINAGE STRUCTURES. EPOXY COATED REBAR IS REQUIRED ON ALL DRAINAGE STRUCTURES. 15. DOUGLAS COUNTY REQUIRED CLASS D CONCRETE FOR ALL DRAINAGE DOUGLAS COUNTY REQUIRED CLASS D CONCRETE FOR ALL DRAINAGE STRUCTURES. 16. ALL STORM SEWERS MUST USE ASTM C443 WATERTIGHT GASKETS PER THE ALL STORM SEWERS MUST USE ASTM C443 WATERTIGHT GASKETS PER THE CURRENT DOUGLAS COUNTY AND URBAN DRAINAGE DESIGN CRITERIA. 17. ALL RCP SHALL BE CLASS III STORM PIPE UNLESS OTHERWISE SPECIFIED. ALL RCP SHALL BE CLASS III STORM PIPE UNLESS OTHERWISE SPECIFIED. 18. JOINT RESTRAINTS ARE REQUIRED FOR A MINIMUM OF THE LAST 2 PIPE JOINTS JOINT RESTRAINTS ARE REQUIRED FOR A MINIMUM OF THE LAST 2 PIPE JOINTS AND FLARED END SECTION OF AN RCP OUTFALL. 19. PRECAST MANHOLES AND BASES ARE NOT ALLOWED. PRECAST MANHOLES AND BASES ARE NOT ALLOWED. 20. A TEMPORARY CONSTRUCTION ACCESS PERMIT FROM DOUGLAS COUNTY MY BE A TEMPORARY CONSTRUCTION ACCESS PERMIT FROM DOUGLAS COUNTY MY BE REQUIRED FOR ANY PROJECT. UTILITIES 21. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION AND TO NOTIFY THE ENGINEER OF ANY DISCREPANCY. ALL CONFLICTING UTILITIES SHALL BE EXPOSED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND INSPECTED BY THE ENGINEER TO VERIFY CONFORMANCE WITH THE PLANS. THIS PARTICULARLY APPLIES TO STORM DRAIN CROSSINGS AND OTHER UNDERGROUND WORK TO BE COMPLETED ON THE PROJECT BY THE CONTRACTOR. 22. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTILITY RELOCATION BY THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTILITY RELOCATION BY UTILITY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD DOUGLAS COUNTY HARMLESS FOR DAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES. THE CONTRACTOR SHALL REFERENCE SECTION 105.11 FOR ADDITIONAL REQUIREMENTS THE CONTRACTOR SHALL ADHERE TO IN COOPERATION WITH UTILITIES. 23. THE CONTRACTOR SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, CRS (“EXCAVATION THE CONTRACTOR SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, CRS (“EXCAVATION EXCAVATION REQUIREMENTS”) WHEN EXCAVATING OR GRADING IS PLANNED IN THE AREA OF ) WHEN EXCAVATING OR GRADING IS PLANNED IN THE AREA OF UNDERGROUND UTILITY FACILITIES. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES AT LEAST TWO (2) BUSINESS DAYS, NOT INCLUDING THE ACTUAL DAY OF NOTICE, PRIOR TO COMMENCING SUCH OPERATIONS. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 TO HAVE LOCATIONS OF UNCC REGISTERED LINE MARKED BY MEMBER COMPANIES. ALL OTHER UNDERGROUND FACILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE OWNER. UTILITY SERVICE LATERALS SHALL ALSO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. 24. THE CONTRACTOR SHALL PROTECT ALL MANHOLES, INLETS, VALVE BOXES AND OTHER APPURTENANCES FROM DEBRIS AND CONSTRUCTION MATERIAL, AND SHALL CLEAN OUT ALL MANHOLES, INLETS AND VALVE BOXES TO REMOVE DEBRIS AND CONSTRUCTION MATERIAL, AT THE END OF THE PROJECT. 25. THE CONTRACTOR SHALL STORE AND PROTECT ALL COUNTY OWNED SIGNS THAT ARE DESIGNATED FOR REMOVAL AND RESET. RESETTING OF SIGNS SHALL BE PERFORMED TO CURRENT DOUGLAS COUNTY STANDARDS.

AutoCAD SHX Text UTILITY CONTACT LIST CENTURY LINK (TELEPHONE): WILLIAM BENSON (303) 792-1840 COMCAST (CABLE): SCOTT MOORE (303) 603-5665 THE ABOVE LIST IS OF KNOWN UTILITY COMPANIES WITH SERVICE WITHIN THE PROJECT AREA AND THE RESPECTIVE CONTACT INDIVIDUALS. ADDITIONAL UTILITIES AND CONTACT INDIVIDUALS MAY BE ENCOUNTERED WITHIN THE PROJECT LIMITS.

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AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

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(303) 660-7490

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DOUGLASOUGLAS

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CI 2021-032, GRIGS ROAD PAVING PROJECT

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INDEX OF REVISIONS

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Q:\Inspection\griggs\grigs 2022\start_over\BASE - Grigs Road - phase 1_karl.dwg

SUMMARY OF APPOXIMATE QUANTITIES

Index Contract Item No.

Item Unit General Removals Roadway Drainage Pavement

Markings Erosion Control

Project Totals

Book Page Sheet Plan As Const. Plan As Const. Plan As Const. Plan As Const. Plan As Const. Plan As Const. Plan As Const.

201 CLEAR AND GRUBBING LS 1 1 0

202 REMOVAL OF ASPHALT PAVEMENT SY 1,040 1,040 0

202 REMOVAL OF GROUND SIGN AND POST EACH 17 17 0

202 REMOVAL OF CMP LF 205 205 0

202 REMOVE FENCE LF 900 900 0

203 UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE) CY 6,474 6,474 0

203 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 6,076 6,076 0

203 POTHOLING (UTILITY) HOUR 200 200 0

203 BLADING HOUR 16 16 0

207 TOPSOIL (FURNISH AND DISTRIBUTE) CY 1,003 1,003 0

208 EROSION CONTROL LOG (6 INCH) LF 11,299 11,299 0

208 CONCRETE WASHOUT STRUCTURE EACH 1 1 0

208 PREFABICATED VEHICLE TRACKING PAD EACH 1 1 0

208 REINFORCED ROCK BERM (10 FOOT) EACH 8 8 0

208 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR AND EQUIPMENT) EACH 8 8 0

208 INLET PROTECTION EACH 8 8 0

208 EROSION CONTROL MANAGEMENT DAY 200 200 0

` 213 SEEDING (NATIVE) ACRE 1.77 1.77 0

213 MULCHING ACRE 1.77 1.77 0

213 MULCH TACKIFIER LB 354 354 0

213 SOIL AMENDMENT ACRE 1.77 1.77 0

304 AGGREGATE BASE COURSE (CLASS 6) CY 8,473 8,473 0

403 HOT MIX ASPHALT (GRADING S)(75)(PG64-22)(PAVING)(HAUL AND ASPHALT) TON 2,394 2,394 0 403 HOT MIX ASPHALT (GRADING SX)(75)(PG64-22)(PAVING)(HAUL AND ASPHALT) TON 2,394 2,394 0

412 CONCRETE PAVMENT (CLASS P) (6 INCH) SY 38 38 0

420 GEOTEXTILE (DRAINAGE)(CLASS 2) SY 360 360 0

506 RIPRAP (9 INCH) CY 12 12 0

603 24" REINFORCED CONCRETE PIPE LF 179 179 0

603 24" REINFORCED CONCRETE PIPE FLARED END SECTION EACH 4 4 0

603 INLET TYPE R (5 FOOT) EACH 8 8 0

607 FENCE (3 STRAND SMOOTH WIRE)(METAL POST) LF 900 900 0

608 CONCRETE CURB RAMP (6 INCH) SY 10 10 0

609 CURB AND GUTTER, TYPE 2 (SECTION II-B) (CLASS P) LF 10,875 10,875 0

612 DELINEATOR (TYPE I)(1 WHITE) EACH 88 88 0

614 SIGN PANEL (CLASS I) SF 103 103 0

614 STEEL SIGN POST (2" X 2" SQUARE POST) LF 160 160 0

615 EMBANKMENT PROTECTOR TYPE 5 EACH 2 2 0

620 SANITARY FACILITY EACH 1 1 0

625 CONSTRUCTION SURVEYING LS 1 1 0

626 MOBILIZATION LS 1 1 0

627 PAVEMENT MARKING PAINT (WATERBORNE) GAL 160 160 0

627 PREFORMED THERMOPLASTIC PAVEMENT MARKINGS (90 MIL) (CROSSWALK / STOP BAR) SF 80 80 0

630 TRAFFIC CONTROL (SPECIAL) LS 1 1 0

630 VARIABLE MESSAGE BOARD EACH 3 3 0

700 F/A EROSION CONTROL F/A 1 1 0

700 F/A MINOR CONTRACT REVISIONS F/A 1 1 0

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(303) 660-7490

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COLORADO

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DOUGLASOUGLAS

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CI 2021-032, GRIGS ROAD PAVING PROJECT

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TABULATION OF ROADWAY ITEMS

SHEET

304 403 412 506 603 603 604 608 609 614

AGGREGATE

BASE COURSE

(CLASS 6)

H.M.A.

(GR S) (75)

(PG64-22)

H.M.A.

(GR SX) (75)

(PG64-22)

CONCRETE

PAVEMENT

(6 INCH)

RIPRAP

(9 INCH)

24"

RCP

24" RCP

FLARED

END

SECTION

INLET,

TYPE R

(5 FOOT)

CONCRETE

CURB

RAMP

C&G TYPE 2

(SECTION II-B)

(CLASS P)

STEEL

SIGN

POST

TON TON TON SY CY LF EACH EACH SY LF LF

SHEET 9 1,155 227 227 16 991 70

SHEET 10 1,134 220 220 3 46 1 2 1000

SHEET 11 1,134 220 220 1,000

SHEET 12 1,134 220 220 1,000 10

SHEET 13 1,134 221 221 19 1,000

SHEET 14 1,134 220 220 1,000

SHEET 15 1,134 220 220 3 40 1 2 1,000

SHEET 16 1,134 220 220 3 52 1 2 1,000 10

SHEET 17 1,134 220 220 3 41 1 2 1,000 30

SHEET 18 1,134 221 221 19 1,000

SHEET 19 1,200 186 186 884 40

SHEET 20 271

PROJECT TOTALS 12,832 2,394 2,394 38 12 179 4 8 16 10,875 160

TABULATION OF REMOVAL ITEMS

SHEET

202 202 202 205 203 203

REMOVAL OF

ASPHALT

PAVEMENT

REMOVAL

OF SIGN

AND POST

REMOVAL

OF CMP

REMOVAL

OF FENCE

UNCL.

EX.

(CIP)

EMBANKMENT

MATERIAL (CIP)

SY EACH EACH LF CY CY

SHEET 9 1040 8 20 889 71

SHEET 10 70 20 496 265

SHEET 11 20 386 319

SHEET 12 1 485 329

SHEET 13 78 560 297

SHEET 14 731 264

SHEET 15 70 981 73

SHEET 16 1 20 579 268

SHEET 17 3 37 250 504 288

SHEET 18 70 386 293

SHEET 19 4 450 27 3,505

SHEET 20 20 48 104

PROJECT TOTALS 1060 17 205 900 6,072 6,076

TABULATION OF PAVEMENT MARKING ITEMS

SHEET

DOUBLE

YELLOW

5"- 3"- 5"

2 X 8

CROSSWALK

WHITE

SOLID

LF SF

SHEET 21 496 80

SHEET 22 500

SHEET 23 500

SHEET 24 500

SHEET 25 500

SHEET 26 500

SHEET 27 500

SHEET 28 500

SHEET 29 500

SHEET 30 500

SHEET 31 442

PROJECT TOTALS 5,438 80

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OF SHEETS

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AutoCAD SHX Text App

AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

AutoCAD SHX Text

(303) 660-7490

AutoCAD SHX Text Engineering Division

AutoCAD SHX Text

COLORADO

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DOUGLASOUGLAS

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COUNTYOUNTY

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CI 2021-032, GRIGS ROAD PAVING PROJECT

AutoCAD SHX Text

INDEX OF REVISIONS

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AutoCAD SHX Text 12/13/23

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CI 2021-032

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TABULATION OF SIGN ITEMS

SHEET SIGN CODE

SIGN PANEL

SIZE

(INCHES)

NO. OF

SIGNS

(EA.)

COMMENTS

SHEET 21 W1-7 24x48 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 21 W8-3 30x30 1 REMOVE SIGN AND POST

SHEET 21 W11-15 30x30 2 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 21 W16-7P 12x24 2 INSTALL ON SAME POST AS W11-15

SHEET 21 R2-1 30x24 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 21 DC-AAR 30x24 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 21 DC-AAA 24x12 1 INSTALL ON SAME POST AS DC-AAR

SHEET 21 SPECIAL 48x36 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 21 W1-4 30x30 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 24 W1-3 30x30 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 24 W13-1 18x18 1 INSTALL ON SAME POST AS W1-3

SHEET 28 W1-3 30x30 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 28 W13-1 18x18 1 INSTALL ON SAME POST AS W1-3

SHEET 29 W1-2 30x30 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 29 R2-1 24x30 2 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 31 W1-2 30x30 2 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 31 W11-15 30x30 1 INSTALL ON NEW 2" X 2" SQUARE POST

SHEET 31 W16-9P 12x24 1 INSTALL ON SAME POST AS W11-15

SHEET 31 W8-3 30x30 1 INSTALL ON NEW 2" X 2" SQUARE POST

TABULATION OF EROSION CONTROL ITEMS

SHEET

207 208 208 208 208 212 212 615

TOPSOIL EROSION

CONTROL LOG

VEHICLE

TRACKING

CONTROL

REINFORCED

ROCK BERM

INLET

PROTECTION SEEDING MULCHING

EMBANKMENT

PROTECTOR

TYPE 5

CY LF EA EA EA ACRE ACRE EA

SHEET 37 993 1 4 2

SHEET 38 1,000

SHEET 39 1,016

SHEET 40 1,000

SHEET 41 998

SHEET 42 1,002

SHEET 43 1,067 2

SHEET 44 1,002 2

SHEET 45 1,015 2

SHEET 46 1,002

SHEET 47 1,010 2

SHEET 48 194 4

SHEET 49 50 0.09 0.09

SHEET 50 82 0.16 0.16

SHEET 51 93 0.08 0.08

SHEET 52 84 0.15 0.15

SHEET 53 85 0.16 0.16

SHEET 54 81 0.15 0.15

SHEET 55 62 0.11 0.11

SHEET 56 79 0.15 0.15

SHEET 57 80 0.15 0.15

SHEET 58 68 0.13 0.13

SHEET 59 225 0.42 0.42

SHEET 60 14 0.02 0.02

PROJECT TOTALS 1,003 11,299 1 8 8 1.77 1.77 2

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AutoCAD SHX Text 100 Third Street

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COLORADO

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DOUGLASOUGLAS

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CI 2021-032, GRIGS ROAD PAVING PROJECT

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INDEX OF REVISIONS

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HCL AND PGL

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6" CURB AND GUTTER TYPE II SECTION 2B WITH 12" A.B.C.

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AutoCAD SHX Text URBAN LOCAL (TYPE III) Posted Speed Limit 25 MPH 25 MPH Design Speed Limit 30 MPH 30 MPH Traffic Volumes Maximum Design Volume is generally 1,500 Maximum Design Volume is generally 1,500 vehicles per day. (Typically capacity up to 2,500 vehicles per day is considered to be acceptable in fully established communities) Continuity Limited Limited Right-of-Way 50' Minimum 50' Minimum Traffic Control Signage and pavement markings per Signage and pavement markings per MUTCD and Douglas County Signage and Striping Standards as amended. Number of Travel Lanes 2 2 Type of Curb, Gutter and Walk 4" Mountable Curb with 4' Attached Walk - 4" Mountable Curb with 4' Attached Walk - Both sides of Street. Turnarounds Minimum 45' flow line radius Minimum 45' flow line radius Knuckles 45' flow line radius on the inside and on the 45' flow line radius on the inside and on the outside flow lines. Eyebrows Eyebrows shall have a 45' flow line radius, Eyebrows shall have a 45' flow line radius, and a 25' curb return radius. Street Section 28' flowline to flowline with parking 28' flowline to flowline with parking restriction on one side. Street Grades 1% to 6%, 7% Mountainous 1% to 6%, 7% Mountainous Minimum Centerline Curve Radii 225' 225' Pavement Return Radii @ Arterial N/A N/A Pavement Return Radii @ Collector 35' 35' Pavement Return Radii @ Local 20'-25' 20'-25' K-Value Crest 19 19 K-Value Sag 37 37 Minimum VCL Crest 50' 50' Minimum VCL Sag 50'50'

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AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

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(303) 660-7490

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COLORADO

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DOUGLASOUGLAS

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COUNTYOUNTY

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CI 2021-032, GRIGS ROAD PAVING PROJECT

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INDEX OF REVISIONS

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GRIGS ROAD CONTROL POINTS

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Note:

Coordinates are State Plane Colorado Central 0502 (US Feet);

Horizontal Datum NAD83/92;

Vertical Datum NAVD88.

AutoCAD SHX Text 41.29'

AutoCAD SHX Text 35.85'

AutoCAD SHX Text 29.54'

AutoCAD SHX Text 18.21'

AutoCAD SHX Text 59.02'

AutoCAD SHX Text 51.54'

AutoCAD SHX Text 54.82'

AutoCAD SHX Text 17.93'

AutoCAD SHX Text 20.90'

AutoCAD SHX Text 46.38'

AutoCAD SHX Text 35.39'

AutoCAD SHX Text 40.45'

AutoCAD SHX Text 34.50'

AutoCAD SHX Text 68.61'

AutoCAD SHX Text 13.57'

AutoCAD SHX Text 16.44'

AutoCAD SHX Text

16" WELL WATER LINE

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Design

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Rev

AutoCAD SHX Text App

AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

AutoCAD SHX Text

(303) 660-7490

AutoCAD SHX Text Engineering Division

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

DOUGLASOUGLAS

AutoCAD SHX Text

COUNTYOUNTY

AutoCAD SHX Text

CI 2021-032, GRIGS ROAD PAVING PROJECT

AutoCAD SHX Text

INDEX OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text 12/13/23

AutoCAD SHX Text 12/17/24

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CI 2021-032

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Date Created

AutoCAD SHX Text Date Modified

AutoCAD SHX Text Scale

AutoCAD SHX Text Job No.

AutoCAD SHX Text Q:\Inspection\griggs\grigs 2022\start_over\BASE - Grigs Road - phase 1_survey control (12.16.24).dwg

AutoCAD SHX Text 600'

AutoCAD SHX Text 300'

C5 C6

C7 C8

C10

C11

GRIGS ROAD LINE AND CURVE TABLE

L A

Y O

U T

AutoCAD SHX Text BEGIN CONSTRUCTION Station 0+04.33

AutoCAD SHX Text END CONSTRUCTION Station 55+97.55

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Design

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Rev

AutoCAD SHX Text App

AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

AutoCAD SHX Text

(303) 660-7490

AutoCAD SHX Text Engineering Division

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

DOUGLASOUGLAS

AutoCAD SHX Text

COUNTYOUNTY

AutoCAD SHX Text

CI 2021-032, GRIGS ROAD PAVING PROJECT

AutoCAD SHX Text

INDEX OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text 12/13/23

AutoCAD SHX Text

AutoCAD SHX Text 1" = 600'

AutoCAD SHX Text

CI 2021-032

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Date Created

AutoCAD SHX Text Date Modified

AutoCAD SHX Text Scale

AutoCAD SHX Text Job No.

AutoCAD SHX Text Q:\Inspection\griggs\grigs 2022\start_over\BASE - Grigs Road - phase 1_geometric Layout.dwg

AutoCAD SHX Text 600'

AutoCAD SHX Text 300'

+7 4.

+1 0.

2+ 00 3+

G R

R O

A D

. 0 0+

. 5 +0

Know what's below.

before you dig.Call

AutoCAD SHX Text

DANIELS PARK RD.

AutoCAD SHX Text

GRIGS ROAD

AutoCAD SHX Text

REMOVE 1,040 SY OF 10" ASPHALT PAVEMENT

AutoCAD SHX Text

490 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

501 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

8 SY 6" CONCRETE CURB RAMP

AutoCAD SHX Text

BEGIN CONSTRUCTION STATION 0+04.33

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

CONSTRUCT 495.67 LF OF 6" ASPHALT PAVEMENT

AutoCAD SHX Text

499 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

501 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

GRIGS ROAD HCL AND PGL

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

8 SY 6" CONCRETE CURB RAMP

AutoCAD SHX Text

EDGE OF ASPHALT

AutoCAD SHX Text

PROPOSED PGL

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Design

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Rev

AutoCAD SHX Text App

AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

AutoCAD SHX Text

(303) 660-7490

AutoCAD SHX Text Engineering Division

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

DOUGLASOUGLAS

AutoCAD SHX Text

COUNTYOUNTY

AutoCAD SHX Text

CI 2021-032, GRIGS ROAD PAVING PROJECT

AutoCAD SHX Text

INDEX OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text 12/13/23

AutoCAD SHX Text

CI 2021-032

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Date Created

AutoCAD SHX Text Date Modified

AutoCAD SHX Text Scale

AutoCAD SHX Text Job No.

AutoCAD SHX Text H:1"=40, V:1"=10'

AutoCAD SHX Text Q:\Inspection\griggs\grigs 2022\start_over\BASE - Grigs Road - phase 1_karl.dwg

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 0'

MATCH LINE STA 5+00

Pi pe

(1 in ch C on cr et e

Pi pe

(2 in ch C on cr et e

Pi pe

+3 3.

G R

R O

A D

. 5 +0

. 1 0+

Know what's below.

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AutoCAD SHX Text

GRIGS ROAD

AutoCAD SHX Text

GRIGS ROAD

AutoCAD SHX Text

499 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

501 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

CONSTRUCT 500 LF OF 6" ASPHALT PAVEMENT

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

REMOVE 70 LF OF CMP

AutoCAD SHX Text Construct 33 LF 24" RCP Invert In: Sta. 8+63.41, -16.74 FT. LT., Elev: 6380.50 Invert Out: Sta. 8+63.41, 16.41 FT. RT., Elev: 6380.33

AutoCAD SHX Text Construct 13 LF 24" RCP Invert In: Sta. 8+63.14, 16.41 FT. RT., Elev: 6380.33 Invert Out: Sta. 8+59.97, 29.16 FT. RT., Elev: 6380.26

AutoCAD SHX Text Construct 6' FES AND TOE WALL W/ Reinforced Rock Berm (76" W x 90" L x 18" D), Riprap (9 Inch), Geotextile (Drainage)(Class 1)

AutoCAD SHX Text STA 8+63.41 OFF:-16.74 LT Construct 5' Type R Inlet Rim EL.: 6385.58 Sump EL.: 6380.50 Invert Out: 6380.50 24" RCP

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

501 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

RESET 20 LF OF FENCE

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

GRIGS ROAD HCL AND PGL

AutoCAD SHX Text

499 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text STA 8+63.41 OFF:16.41 RT. Construct 5' Type R Inlet Rim EL.: 6385.58 Sump EL.: 6376.21 Invert In: 6380.33 24" RCP Invert Out: 6376.21 24" RCP

AutoCAD SHX Text

PROPOSED PGL

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Design

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Rev

AutoCAD SHX Text App

AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

AutoCAD SHX Text

(303) 660-7490

AutoCAD SHX Text Engineering Division

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

DOUGLASOUGLAS

AutoCAD SHX Text

COUNTYOUNTY

AutoCAD SHX Text

CI 2021-032, GRIGS ROAD PAVING PROJECT

AutoCAD SHX Text

INDEX OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text 12/13/23

AutoCAD SHX Text

CI 2021-032

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Date Created

AutoCAD SHX Text Date Modified

AutoCAD SHX Text Scale

AutoCAD SHX Text Job No.

AutoCAD SHX Text H:1"=40, V:1"=10'

AutoCAD SHX Text Q:\Inspection\griggs\grigs 2022\start_over\BASE - Grigs Road - phase 1_karl.dwg

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 0'

AutoCAD SHX Text

MATCH LINE STA 10+00

G R

R O

A D

. 1 0+

O S

. 1

Know what's below.

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AutoCAD SHX Text

GRIGS ROAD

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

501 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

CONSTRUCT 500 LF OF 6" ASPHALT PAVEMENT

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

GRIGS ROAD HCL AND PGL

AutoCAD SHX Text

499 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

RESET 20 LF OF FENCE

AutoCAD SHX Text

PROPOSED PGL

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Design

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Rev

AutoCAD SHX Text App

AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

AutoCAD SHX Text

(303) 660-7490

AutoCAD SHX Text Engineering Division

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

DOUGLASOUGLAS

AutoCAD SHX Text

COUNTYOUNTY

AutoCAD SHX Text

CI 2021-032, GRIGS ROAD PAVING PROJECT

AutoCAD SHX Text

INDEX OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text 12/13/23

AutoCAD SHX Text

CI 2021-032

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Date Created

AutoCAD SHX Text Date Modified

AutoCAD SHX Text Scale

AutoCAD SHX Text Job No.

AutoCAD SHX Text H:1"=40, V:1"=10'

AutoCAD SHX Text Q:\Inspection\griggs\grigs 2022\start_over\BASE - Grigs Road - phase 1_karl.dwg

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 0'

AutoCAD SHX Text

MATCH LINE STA. 10+00

MATCH LINE STA. 15+00

+0 0 16

Know what's below.

before you dig.Call

G R

R O

A D

. 1 5+

O S

. 2

AutoCAD SHX Text

GRIGS ROAD

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

504 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

496 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

CONSTRUCT 500 LF OF 6" ASPHALT PAVEMENT

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

GRIGS ROAD HCL AND PGL

AutoCAD SHX Text

RESET 20 LF OF FENCE

AutoCAD SHX Text

PROPOSED PGL

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Design

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Rev

AutoCAD SHX Text App

AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

AutoCAD SHX Text

(303) 660-7490

AutoCAD SHX Text Engineering Division

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

DOUGLASOUGLAS

AutoCAD SHX Text

COUNTYOUNTY

AutoCAD SHX Text

CI 2021-032, GRIGS ROAD PAVING PROJECT

AutoCAD SHX Text

INDEX OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text 12/13/23

AutoCAD SHX Text

CI 2021-032

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Date Created

AutoCAD SHX Text Date Modified

AutoCAD SHX Text Scale

AutoCAD SHX Text Job No.

AutoCAD SHX Text H:1"=40, V:1"=10'

AutoCAD SHX Text Q:\Inspection\griggs\grigs 2022\start_over\BASE - Grigs Road - phase 1_karl.dwg

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 0'

AutoCAD SHX Text

MATCH LINE STA. 20+00

MATCH LINE STA. 15+00

Know what's below.

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G R

R O

A D

. 2 0+

O S

. 2

AutoCAD SHX Text

GRIGS ROAD

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

511 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

489 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

CONSTRUCT 500 LF OF 6" ASPHALT PAVEMENT

AutoCAD SHX Text

GRIGS ROAD HCL AND PGL

AutoCAD SHX Text

19 SY 6" CONCRETE PAVEMENT

AutoCAD SHX Text

REMOVE 40 LF OF CMP

AutoCAD SHX Text

REMOVE 38 LF OF CMP

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

502 LF OF CURB AND GUTTER TYPE II SECTION 2B

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

PROPOSED PGL

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Design

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Rev

AutoCAD SHX Text App

AutoCAD SHX Text 100 Third Street

AutoCAD SHX Text Castle Rock, Colorado 80104

AutoCAD SHX Text

(303) 660-7490

AutoCAD SHX Text Engineering Division

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

DOUGLASOUGLAS

AutoCAD SHX Text

COUNTYOUNTY

AutoCAD SHX Text

CI 2021-032, GRIGS ROAD PAVING PROJECT

AutoCAD SHX Text

INDEX OF REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text 12/13/23

AutoCAD SHX Text

CI 2021-032

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Date Created

AutoCAD SHX Text Date Modified

AutoCAD SHX Text Scale

AutoCAD SHX Text Job No.

AutoCAD SHX Text H:1"=40, V:1"=10'

AutoCAD SHX Text Q:\Inspection\griggs\grigs…

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