109611-si-01 - streets only.dwg, 7/10/2018 2:10:24 pm, 1:1 · 2018-07-11 · 12. type m rip-rap...
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N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-01 - STREETS ONLY.dwg, 7/10/2018 2:10:24 PM, 1:1
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HIGH FOREST RANCH
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MILAM ROAD
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CATHEDRAL PINES
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STAGECOACH ROAD
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OLD STAGECOACH ROAD
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SHAMROCK RANCH
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FILING NO. 1
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UNPLATTED
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FUTURE DEVELOPMENT
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FUTURE DEVELOPMENT
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FUTURE DEVELOPMENT
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FUTURE DEVELOPMENT
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FUTURE DEVELOPMENT
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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FILING NO. 1
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FILING NO. 1
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STATE HWY 83
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BLACK FOREST ROAD
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HODGEN ROAD
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UNPLATTED
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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(H) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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1
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLANS
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TITLE SHEET
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MAW
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MAW
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N/A
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N/A
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FLYING HORSE NORTH FILING NO. 1
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COUNTY OF EL PASO, STATE OF COLORADO
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STREET IMPROVEMENT PLANS
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JULY 2018
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MARC A. WHORTON, COLORADO P.E. #37155
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1
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REVISED PER COUNTY COMMENTS
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4-4-18
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10-2-17
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%%UBENCHMARKS
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%%USHEET INDEX
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SHEET 1 OF 58 TITLE SHEET TITLE SHEET SHEET 2 OF 58 INDEX SHEET INDEX SHEET SHEET 2A OF 58 TYPICAL ROADWAY SECTIONS TYPICAL ROADWAY SECTIONS SHEETS 3-17 OF 58 STAGECOACH RD. / OLD STAGECOACH RD. / SHORTWALL DR. PLAN AND PROFILES STAGECOACH RD. / OLD STAGECOACH RD. / SHORTWALL DR. PLAN AND PROFILES SHEETS 18-25 OF 58 LOCAL ROAD PLAN AND PROFILES LOCAL ROAD PLAN AND PROFILES SHEETS 26-37 OF 58 ROUND-ABOUT PLANS ROUND-ABOUT PLANS SHEETS 38-44 OF 58 CULVERT PLAN AND PROFILES (SEPARATE SET OF PLANS) CULVERT PLAN AND PROFILES (SEPARATE SET OF PLANS) SHEETS 45-54 OF 58 DETENTION FACILITY PLANS (SEPARATE SET OF PLANS) DETENTION FACILITY PLANS (SEPARATE SET OF PLANS) SHEETS 55-57 OF 58 STRIPING AND SIGNAGE PLANS SHEETS 58 OF 58 DETAIL SHEETS DETAIL SHEETS
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%%UKEY MAP
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1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND MAY NOT INCLUDE ALL UTILITIES. THE EXCAVATION THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND MAY NOT INCLUDE ALL UTILITIES. THE EXCAVATION CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATED AND PRESERVE ANY AND ALL UTILITIES. 2. BEFORE COMMENCING ANY EXCAVATION, CALL 1-800-922-1987 FOR EXISTING UTILITY LOCATIONS. BEFORE COMMENCING ANY EXCAVATION, CALL 1-800-922-1987 FOR EXISTING UTILITY LOCATIONS. 1-800-922-1987 FOR EXISTING UTILITY LOCATIONS. FOR EXISTING UTILITY LOCATIONS. 3. THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES FROM DAMAGE DUE TO THIS OPERATION. ANY THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES FROM DAMAGE DUE TO THIS OPERATION. ANY DAMAGE TO THE UTILITIES WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ANY SERVICE DISRUPTION WILL BE SETTLED BY THE CONTRACTOR. 4. ALL BACKFILL, SUB-BASE AND/OR BASE COURSE (CLASS 6) MATERIAL SHALL BE COMPACTED TO THE SOILS ENGINEER'S RECOMMENDATIONS, AND ALL BACKFILL, SUB-BASE AND/OR BASE COURSE (CLASS 6) MATERIAL SHALL BE COMPACTED TO THE SOILS ENGINEER'S RECOMMENDATIONS, AND APPROVED BY EL PASO COUNTY DEVELOPMENT SERVICES ENGINEERING DIVISION. 5. ALL STATIONING IS CENTERLINE UNLESS OTHERWISE INDICATED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE INDICATED. ALL STATIONING IS CENTERLINE UNLESS OTHERWISE INDICATED. ALL ELEVATIONS ARE CENTERLINE UNLESS OTHERWISE INDICATED. 6. THE CONTRACTOR SHALL REVEGETATE ALL DISTURBED AREAS AS SOON AS POSSIBLE AND EROSION CONTROL SHALL BE INSTALLED AND THE CONTRACTOR SHALL REVEGETATE ALL DISTURBED AREAS AS SOON AS POSSIBLE AND EROSION CONTROL SHALL BE INSTALLED AND MAINTAINED IN A FUNCTIONAL MANNER AT ALL TIMES. DEVELOPER RESPONSIBLE FOR MAINTAINING DISTURBED AREAS UNTIL REVEGETATION IS COMPLETE. 7. ALL DISTURBED PAVEMENT EDGES SHALL BE CUT TO NEAT LINES. REPAIR SHALL CONFORM TO THE EPC ECM APPENDIX K - 1.2C. ALL DISTURBED PAVEMENT EDGES SHALL BE CUT TO NEAT LINES. REPAIR SHALL CONFORM TO THE EPC ECM APPENDIX K - 1.2C. 8. ADDITIONAL EROSION CONTROL STRUCTURES MAY BE REQUIRED AT THE TIME OF CONSTRUCTION. ADDITIONAL EROSION CONTROL STRUCTURES MAY BE REQUIRED AT THE TIME OF CONSTRUCTION. 9. BUILDING CONTRACTORS WILL BE RESPONSIBLE FOR CONSTRUCTING POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. BUILDING CONTRACTORS WILL BE RESPONSIBLE FOR CONSTRUCTING POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 10. ASPHALT THICKNESS AND BASE COURSE THICKNESS (COMPACTED) FOR ROADS SHALL BE PER DESIGN REPORT BY OWNER'S GEOTECHNICAL ASPHALT THICKNESS AND BASE COURSE THICKNESS (COMPACTED) FOR ROADS SHALL BE PER DESIGN REPORT BY OWNER'S GEOTECHNICAL ENGINEER. OWNER'S GEOTECHNICAL ENGINEER TO BE ON SITE AT TIME OF ROAD CONSTRUCTION TO EVALUATE SOIL CONDITIONS AND DETERMINE IF ADDITIONAL MEASURES ARE NECESSARY TO ASSURE STABILITY OF THE NEW ROADS. PAVEMENT DESIGN SHALL BE APPROVED BY DEVELOPMENT SERVICES DEPARTMENT PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR SHALL REVEGETATE ALL DISTURBED AREAS WITHIN 21 DAYS OF SUBSTANTIAL GRADING COMPLETION. EROSION CONTROL SHALL THE CONTRACTOR SHALL REVEGETATE ALL DISTURBED AREAS WITHIN 21 DAYS OF SUBSTANTIAL GRADING COMPLETION. EROSION CONTROL SHALL BE INSTALLED AND MAINTAINED IN A FUNCTIONAL MANNER AT ALL TIMES. DEVELOPER IS RESPONSIBLE FOR MAINTAINING DISTURBED AREAS UNTIL REVEGETATION IS COMPLETE. 12. TYPE M RIP-RAP WITH 4" OF TYPE II GRANULAR BEDDING AND MIRAFI 180N OR EQUAL MAY BE SUBSTITUTED WHERE TYPE L RIP-RAP WITH MIRAFI TYPE M RIP-RAP WITH 4" OF TYPE II GRANULAR BEDDING AND MIRAFI 180N OR EQUAL MAY BE SUBSTITUTED WHERE TYPE L RIP-RAP WITH MIRAFI FW 700 OR EQUAL IS SPECIFIED 13. ALL MATERIALS AND INSTALLATION PROCEDURES SHALL BE IN COMPLIANCE WITH ANY AND ALL APPLICABLE EL PASO COUNTY STANDARDS.ALL MATERIALS AND INSTALLATION PROCEDURES SHALL BE IN COMPLIANCE WITH ANY AND ALL APPLICABLE EL PASO COUNTY STANDARDS.
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%%UGENERAL CONSTRUCTION NOTES:
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%%USTANDARD NOTES FOR EL PASO COUNTY CONSTRUCTION PLANS:
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1. ALL DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE CITY OF COLORADO SPRINGS/EL PASO COUNTY ALL DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2, AND THE EL PASO COUNTY ENGINEERING CRITERIA MANUAL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION AND FIELD NOTIFICATION OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, BEFORE BEGINNING CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CALL 811 TO CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC). 3. CONTRACTOR SHALL KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION CONTROL PLAN, THE STORMWATER MANAGEMENT PLAN CONTRACTOR SHALL KEEP A COPY OF THESE APPROVED PLANS, THE GRADING AND EROSION CONTROL PLAN, THE STORMWATER MANAGEMENT PLAN (SWMP), THE SOILS AND GEOTECHNICAL REPORT, AND THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES, INCLUDING THE FOLLOWING: a. EL PASO COUNTY ENGINEERING CRITERIA MANUAL (ECM) EL PASO COUNTY ENGINEERING CRITERIA MANUAL (ECM) b. CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2 CITY OF COLORADO SPRINGS/EL PASO COUNTY DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2 c. COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION d. CDOT M & S STANDARDS CDOT M & S STANDARDS 4. NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTION RELATED TO ROADS, STORM DRAINAGE AND EROSION CONTROL SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE MOST RECENT VERSION OF THE RELEVANT ADOPTED EL PASO COUNTY STANDARDS, INCLUDING THE LAND DEVELOPMENT CODE, THE ENGINEERING CRITERIA MANUAL, THE DRAINAGE CRITERIA MANUAL, AND THE DRAINAGE CRITERIA MANUAL VOLUME 2. ANY DEVIATIONS FROM REGULATIONS AND STANDARDS MUST BE REQUESTED, AND APPROVED, IN WRITING. ANY MODIFICATIONS NECESSARY TO MEET CRITERIA AFTER-THE-FACT WILL BE ENTIRELY THE DEVELOPER'S RESPONSIBILITY TO RECTIFY. 5. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, BOTH ONSITE AND OFFSITE, ON THE CONSTRUCTION PLANS. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ACCURATELY SHOW EXISTING CONDITIONS, BOTH ONSITE AND OFFSITE, ON THE CONSTRUCTION PLANS. ANY MODIFICATIONS NECESSARY DUE TO CONFLICTS, OMISSIONS, OR CHANGED CONDITIONS WILL BE ENTIRELY THE DEVELOPER'S RESPONSIBILITY TO RECTIFY. 6. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT - INSPECTIONS, PRIOR CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT - INSPECTIONS, PRIOR TO STARTING CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL JURISDICTIONAL AGENCIES AND TO OBTAIN ALL REQUIRED PERMITS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND THE REQUIREMENTS OF ALL JURISDICTIONAL AGENCIES AND TO OBTAIN ALL REQUIRED PERMITS, INCLUDING BUT NOT LIMITED TO EL PASO COUNTY EROSION AND STORMWATER QUALITY CONTROL PERMIT (ESQCP), REGIONAL BUILDING FLOODPLAIN DEVELOPMENT PERMIT, U.S. ARMY CORPS OF ENGINEERS-ISSUED 401 AND/OR 404 PERMITS, AND COUNTY AND STATE FUGITIVE DUST PERMITS. 8. CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND DSD. CONTRACTOR CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND DSD. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY ERRORS OR INCONSISTENCIES. 9. ALL STORM DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED BY DSD. ALL STORM DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED BY DSD. 10. CONTRACTOR SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT DESIGN SHALL BE APPROVED BY EL PASO COUNTY DSD PRIOR CONTRACTOR SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT DESIGN SHALL BE APPROVED BY EL PASO COUNTY DSD PRIOR TO PLACEMENT OF CURB AND GUTTER AND PAVEMENT. 11. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. ALL CONSTRUCTION TRAFFIC MUST ENTER/EXIT THE SITE AT APPROVED CONSTRUCTION ACCESS POINTS. 12. SIGHT VISIBILITY TRIANGLES AS IDENTIFIED IN THE PLANS SHALL BE PROVIDED AT ALL INTERSECTIONS. OBSTRUCTIONS GREATER THAN 18 INCHES ABOVE SIGHT VISIBILITY TRIANGLES AS IDENTIFIED IN THE PLANS SHALL BE PROVIDED AT ALL INTERSECTIONS. OBSTRUCTIONS GREATER THAN 18 INCHES ABOVE FLOWLINE ARE NOT ALLOWED WITHIN SIGHT TRIANGLES. 13. SIGNING AND STRIPING SHALL COMPLY WITH EL PASO COUNTY DOT AND MUTCD CRITERIA. SIGNING AND STRIPING SHALL COMPLY WITH EL PASO COUNTY DOT AND MUTCD CRITERIA. 14. CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED BY EL PASO COUNTY DOT, INCLUDING WORK WITHIN THE RIGHT-OF-WAY AND SPECIAL TRANSPORT CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED BY EL PASO COUNTY DOT, INCLUDING WORK WITHIN THE RIGHT-OF-WAY AND SPECIAL TRANSPORT PERMITS. 15. THE LIMITS OF CONSTRUCTION SHALL REMAIN WITHIN THE PROPERTY LINE UNLESS OTHERWISE NOTED. THE OWNER/DEVELOPER SHALL OBTAIN WRITTEN THE LIMITS OF CONSTRUCTION SHALL REMAIN WITHIN THE PROPERTY LINE UNLESS OTHERWISE NOTED. THE OWNER/DEVELOPER SHALL OBTAIN WRITTEN PERMISSION AND EASEMENTS, WHERE REQUIRED, FROM ADJOINING PROPERTY OWNER(S) PRIOR TO ANY OFF-SITE DISTURBANCE, GRADING, OR CONSTRUCTION.
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%%O
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JENNIFER IRVINE, P.E.
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%%ODATE
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%%UAPPROVALS:
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%%UOWNER/DEVELOPER'S STATEMENT:
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%%O
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%%ODATE
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%%UEL PASO COUNTY:
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FOR AND ON THE BEHALF OF CLASSIC CONSULTING ENGINEERS & SURVEYORS
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MARC A WHORTON, COLORADO P.E. #37155
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%%ODATE
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%%UDESIGN ENGINEER'S STATEMENT:
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I, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH THE REQUIREMENTS SPECIFIED IN THESE DETAILED PLANS AND SPECIFICATIONS.
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COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH COUNTY DESIGN CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND/OR ELEVATIONS WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY THROUGH THE APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT. FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2 AND ENGINEERING CRITERIA MANUAL AS AMENDED. IN ACCORDANCE WITH WITH ECM SECTION 1.12, THESE CONSTRUCTION DOCUMENTS WILL BE VALID FOR CONSTRUCTION FOR A PERIOD OF 2 YEARS FROM THE DATE SIGNED BY THE EL PASO COUNTY ENGINEER. IF CONSTRUCTION HAS NOT STARTED WITHIN THOSE 2 YEARS, THE PLANS WILL NEED TO BE RESUBMITTED FOR APPROVAL, INCLUDING PAYMENT OF REVIEW FEES AT THE PLANNING AND COMMUNITY DEVELOPMENT DIRECTOR'S DISCRETION.
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COUNTY ENGINEER / ECM ADMINISTRATOR
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THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION. SAID PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR DETAILED ROADWAY, DRAINAGE, GRADING AND EROSION CONTROL PLANS AND SPECIFICATIONS, AND SAID PLANS AND SPECIFICATIONS ARE IN CONFORMITY WITH APPLICABLE MASTER DRAINAGE PLANS AND MASTER TRANSPORTATION PLANS. SAID PLANS AND SPECIFICATIONS MEET THE PURPOSES FOR WHICH THE PARTICULAR ROADWAY AND DRAINAGE FACILITIES ARE DESIGNED AND ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY DIRECTLY CAUSED BY THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS ON MY PART IN PREPARATION OF THESE DETAILED PLANS AND SPECIFICATIONS.
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MR. DREW BALSICK PRI #2
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%%UAGENCIES:
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PRI #2 6385 CORPORATE DRIVE, SUITE 200 COLORADO SPRINGS, CO 80919 MR. DREW BALSICK, (719) 592-9333
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EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT 2880 INTERNATIONAL CIRCLE, SUITE 110 COLORADO SPRINGS, COLORADO 80910 MR. GILBERT LAFORCE (719) 520-7945
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CLASSIC CONSULTING ENGINEERS & SURVEYORS 619 N. CASCADE AVENUE, SUITE 200 COLORADO SPRINGS, COLORADO 80903 MR. MARC A. WHORTON, P.E. (719) 785-2802
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OWNER/DEVELOPER:
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CIVIL ENGINEER:
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COUNTY ENGINEERING:
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ELECTRIC COMPANY:
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GAS COMPANY:
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TELEPHONE COMPANY:
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MOUNTAIN VIEW ELECTRIC P.O. BOX 1600 LIMON, COLORADO 80828 MR. LES ULFERS, (719) 495-2283
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CENTURY LINK (LOCATORS) 811
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AT & T (LOCATORS) 811
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BLACKHILLS ENERGY 37 WIDEFIELD BOULEVARD WIDEFIELD, COLORADO 80911 MR. GEORGE M. PETERSON, (719) 392-3491
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FIRE DISTRICT:
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BLACK FOREST FIRE PROTECTION DISTRICT 11445 TEACHOUT ROAD COLORADO SPRINGS, CO 80908 CHIEF BRYAN JACK, (719) 495-4300
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BURGESS
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WALKER
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EL PASO COUNTY
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DOUGLAS COUNTY
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RAYGOR
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HWY. 83
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VOLLMER
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BLACK FOREST
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HODGEN
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NORTH GATE
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INTERSTATE 25
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OLD RANCH
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HOWELL
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ROLLER COASTER
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HWY.83
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COUNTY LINE ROAD
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HWY. 106
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BAR X
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HWY. 189
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SHOUP
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MILAN
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HOLMES
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WALKER
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STEPPLER
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THOMPSON
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VESSEY
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HERRING
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SWAN
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CAMPBELL
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N.T.S.
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%%USITE
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FIRE DISTRICT:
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DONALD WESCOTT FIRE PROTECTION DISTRICT 15415 GLENEAGLE DRIVE COLORADO SPRINGS, CO 80921 CHIEF VINNY BURNS, (719) 488-8680
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PCD No. SF-18-001
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%%USIGNING AND STRIPING NOTES:
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1. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN COMPLIANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN COMPLIANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY DAMAGE THE PAVEMENT. THE REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT DOES NOT MATERIALLY DAMAGE THE PAVEMENT. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS. AT NO TIME WILL IT BE ACCEPTABLE TO PAINT OVER EXISTING PAVEMENT MARKINGS. 3. ANY DEVIATION FROM THE STRIPING AND SIGNING PLAN SHALL BE APPROVED BY EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT. ANY DEVIATION FROM THE STRIPING AND SIGNING PLAN SHALL BE APPROVED BY EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT. 4. ALL SIGNS SHOWN ON THE SIGNING AND STRIPING PLAN SHALL BE NEW SIGNS. EXISTING SIGNS MAY REMAIN OR BE REUSED IF THEY MEET CURRENT EL ALL SIGNS SHOWN ON THE SIGNING AND STRIPING PLAN SHALL BE NEW SIGNS. EXISTING SIGNS MAY REMAIN OR BE REUSED IF THEY MEET CURRENT EL PASO COUNTY AND MUTCD STANDARDS. 5. STREET NAME AND REGULATORY STOP SIGNS SHALL BE ON THE SAME POST AT INTERSECTIONS. STREET NAME AND REGULATORY STOP SIGNS SHALL BE ON THE SAME POST AT INTERSECTIONS. 6. ALL REMOVED SIGNS SHALL BE DISPOSED OF IN A PROPER MANNER BY THE CONTRACTOR. ALL REMOVED SIGNS SHALL BE DISPOSED OF IN A PROPER MANNER BY THE CONTRACTOR. 7. ALL STREET NAME SIGNS SHALL HAVE “D” SERIES LETTERS, WITH LOCAL ROADWAY SIGNS BEING 4” UPPER-LOWER CASE LETTERING ON 8” BLANK AND ALL STREET NAME SIGNS SHALL HAVE “D” SERIES LETTERS, WITH LOCAL ROADWAY SIGNS BEING 4” UPPER-LOWER CASE LETTERING ON 8” BLANK AND SERIES LETTERS, WITH LOCAL ROADWAY SIGNS BEING 4” UPPER-LOWER CASE LETTERING ON 8” BLANK AND UPPER-LOWER CASE LETTERING ON 8” BLANK AND BLANK AND NON-LOCAL ROADWAY SIGNS BEING 6” LETTERING, UPPER-LOWER CASE ON 12” BLANK, WITH A WHITE BORDER THAT IS NOT RECESSED. MULTI-LANE LETTERING, UPPER-LOWER CASE ON 12” BLANK, WITH A WHITE BORDER THAT IS NOT RECESSED. MULTI-LANE BLANK, WITH A WHITE BORDER THAT IS NOT RECESSED. MULTI-LANE ROADWAYS WITH SPEED LIMITS OF 40 MPH OR HIGHER SHALL HAVE 8" UPPER-LOWER CASE LETTERING ON 18" BLANK WITH A WHITE BORDER THAT IS NOT RECESSED. THE WIDTH OF THE NON-RECESSED WHITE BORDERS SHALL MATCH PAGE 255 OF THE 2012 MUTCD "STANDARD HIGHWAY SIGNS." 8. ALL TRAFFIC SIGNS SHALL HAVE A MINIMUM HIGH INTENSITY PRISMATIC GRADE SHEETING. ALL TRAFFIC SIGNS SHALL HAVE A MINIMUM HIGH INTENSITY PRISMATIC GRADE SHEETING. 9. ALL LOCAL RESIDENTIAL STREET SIGNS SHALL BE MOUNTED ON A 1.75” X 1.75” SQUARE TUBE SIGN POST AND STUB POST BASE. FOR OTHER ALL LOCAL RESIDENTIAL STREET SIGNS SHALL BE MOUNTED ON A 1.75” X 1.75” SQUARE TUBE SIGN POST AND STUB POST BASE. FOR OTHER X 1.75” SQUARE TUBE SIGN POST AND STUB POST BASE. FOR OTHER SQUARE TUBE SIGN POST AND STUB POST BASE. FOR OTHER APPLICATIONS, REFER TO THE CDOT STANDARD S-614-8 REGARDING USE OF THE P2 TUBULAR STEEL POST SLIPBASE DESIGN. 10. ALL SIGNS SHALL BE SINGLE SHEET ALUMINUM WITH 0.100” MINIMUM THICKNESS. ALL SIGNS SHALL BE SINGLE SHEET ALUMINUM WITH 0.100” MINIMUM THICKNESS. MINIMUM THICKNESS. 11. ALL LIMIT LINES/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS SHALL BE A MINIMUM 125 MIL THICKNESS PREFORMED ALL LIMIT LINES/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS SHALL BE A MINIMUM 125 MIL THICKNESS PREFORMED THERMOPLASTIC PAVEMENT MARKINGS WITH TAPERED LEADING EDGES PER CDOT STANDARD S-627-1. WORD AND SYMBOL MARKINGS SHALL BE THE NARROW TYPE. STOP BARS SHALL BE 24” IN WIDTH. CROSSWALKS LINES SHALL BE 12” WIDE AND 8' LONG PER CDOT S-627-1. IN WIDTH. CROSSWALKS LINES SHALL BE 12” WIDE AND 8' LONG PER CDOT S-627-1. WIDE AND 8' LONG PER CDOT S-627-1. 12. ALL LONGITUDINAL LINES SHALL BE A MINIMUM 15MIL THICKNESS EPOXY PAINT. ALL NON-LOCAL RESIDENTIAL ROADWAYS SHALL INCLUDE BOTH RIGHT ALL LONGITUDINAL LINES SHALL BE A MINIMUM 15MIL THICKNESS EPOXY PAINT. ALL NON-LOCAL RESIDENTIAL ROADWAYS SHALL INCLUDE BOTH RIGHT AND LEFT EDGE LINE STRIPING AND ANY ADDITIONAL STRIPING AS REQUIRED BY CDOT S-627-1. 13. THE CONTRACTOR SHALL NOTIFY EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT (719) 520-6819 PRIOR TO AND UPON COMPLETION OF THE CONTRACTOR SHALL NOTIFY EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT (719) 520-6819 PRIOR TO AND UPON COMPLETION OF (719) 520-6819 PRIOR TO AND UPON COMPLETION OF PRIOR TO AND UPON COMPLETION OF SIGNING AND STRIPING. 14. THE CONTRACTOR SHALL OBTAIN A WORK IN THE RIGHT OF WAY PERMIT FROM THE EL PASO COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY THE CONTRACTOR SHALL OBTAIN A WORK IN THE RIGHT OF WAY PERMIT FROM THE EL PASO COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY SIGNAGE OR STRIPING WORK WITHIN AN EXISTING EL PASO COUNTY ROADWAY.
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1. THE NORTHWESTERLY CORNER OF LOT 1, WESCOTT FIRE STATION NO. 3, RECORDED UNDER RECEPTION NO. 212713192 RECORDS THE NORTHWESTERLY CORNER OF LOT 1, WESCOTT FIRE STATION NO. 3, RECORDED UNDER RECEPTION NO. 212713192 RECORDS OF EL PASO COUNTY COLORADO, BEING MONUMENTED BY A 1 1/2 INCH ALUMINUM SURVEYORS CAP STAMPED "CCES LLC PLS 30118" ELEVATION=7387.14 2. THE SOUTHEAST CORNER OF SECTION 30, TOWNSHIP 11 SOUTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, EL PASO THE SOUTHEAST CORNER OF SECTION 30, TOWNSHIP 11 SOUTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, EL PASO COUNTY, COLORADO, BEING A 3 1/4 INCH ALUMINUM SURVEYORS CAP STAMPED "JR ENG LTD RLS 10377" IN A RANGE BOX IN BLACK FOREST ROAD. ELEVATION=7554.01
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1. THE NORTHWESTERLY CORNER OF LOT 1, WESCOTT FIRE STATION NO. 3, RECORDED UNDER RECEPTION NO. 212713192 RECORDS THE NORTHWESTERLY CORNER OF LOT 1, WESCOTT FIRE STATION NO. 3, RECORDED UNDER RECEPTION NO. 212713192 RECORDS OF EL PASO COUNTY COLORADO, BEING MONUMENTED BY A 1 1/2 INCH ALUMINUM SURVEYORS CAP STAMPED "CCES LLC PLS 30118" ELEVATION=7387.14 2. THE SOUTHEAST CORNER OF SECTION 30, TOWNSHIP 11 SOUTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, EL PASO THE SOUTHEAST CORNER OF SECTION 30, TOWNSHIP 11 SOUTH, RANGE 65 WEST OF THE SIXTH PRINCIPAL MERIDIAN, EL PASO COUNTY, COLORADO, BEING A 3 1/4 INCH ALUMINUM SURVEYORS CAP STAMPED "JR ENG LTD RLS 10377" IN A RANGE BOX IN BLACK FOREST ROAD. ELEVATION=7554.01
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ONLY
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STAGECOACH ROAD
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BILLINGS COURT
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STAGECOACH ROAD
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FUTURE DEVELOPMENT
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GOLF CLUBHOUSE AREA
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OLD STAGECOACH ROAD
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OLD STAGECOACH RD
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LONG WALL DRIVE
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GOLD RUN COURT
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GOLD RUN COURT
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TRACT
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GOLF COURSE
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FUTURE DEVELOPMENT
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BLACK FOREST ROAD
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HODGEN ROAD
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SHEET 6
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STREET PLAN SHEETS DEPICTED BELOW (SHEETS 3-25) ROUND-ABOUT SHEETS (SHEETS 26-37) STRIPING AND SIGNAGE SHEETS (SHEETS 55-57) (SEPARATE SET OF DRAINAGE PLANS) CULVERT PROFILE SHEETS (SHEETS 38-44) DETENTION POND SHEETS (SHEETS 45-54) DETAIL SHEET (SHEET 58)
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POND 1 (SHEETS 45-46) SEPARATE SET
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POND 12 (SHEETS 53-54) SEPARATE SET
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0
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DESIGNED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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2
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58
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CONSTRUCTION DRAWINGS
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INDEX MAP
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MAW
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MAW
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600'
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N/A
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MARC A. WHORTON, COLORADO P.E. #37155
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4-4-18
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-02A.dwg, 7/10/2018 1:57:22 PM, 1:1
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%%U* 90' R.O.W. TYPICAL RURAL MAJOR COLLECTOR CROSS SECTION
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90' R.O.W.
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32' PAVEMENT
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20' MOUNTVIEW ELECTRIC EASEMENT
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4'
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%%UNORTH SIDE
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STAGECOACH ROAD (BETWEEN 1ST AND 2ND ROUND-ABOUTS)
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80' R.O.W.
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%%U80' R.O.W. TYPICAL RURAL MINOR COLLECTOR CROSS SECTION
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* PER APPROVED DEVIATION FOR CONSIDERATION BY THE BOCC DATED 10/21/2016 (AS A PART OF THE FLYING HORSE NORTH PUD) RURAL MINOR COLLECTOR STANDARDS UTILIZED FOR THIS SECTION OF ROADWAY INCLUDE: MIN. CL CURVE RADIUS LOT ACCESS PERMITTED INTERSECTION SPACING DESIGN SPEED FOR VERTICAL CURVES
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(HIGHWAY 83 TO FIRST ROUND-ABOUT)
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PAVEMENT SECTION DESIGN PER GEOTECH. TO MEET COUNTY STDS.
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%%UWEST SIDE
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%%UEAST SIDE
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PAVEMENT SECTION DESIGN PER GEOTECH. TO MEET COUNTY STDS.
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5' WIDE MEANDERING GRAVEL TRAIL
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5' WIDE MEANDERING GRAVEL TRAIL (SEE PLAN FOR SPECIFIC LOCATIONS)
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%%U80' R.O.W. TYPICAL RURAL MINOR COLLECTOR CROSS SECTION
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80' R.O.W.
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20' MOUNTVIEW ELECTRIC EASEMENT
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SHORTWALL DRIVE
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20' MOUNTVIEW ELECTRIC EASEMENT
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5' PUBLIC IMP. ESMT
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5' PUBLIC IMP. ESMT
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10' MOUNTVIEW ELEC. ESMT
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PAVEMENT SECTION DESIGN PER GEOTECH. TO MEET COUNTY STDS.
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JOB NO.
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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2A
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58
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FLYING HORSE NORTH FILING NO. 1
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CONSTRUCTION DRAWINGS
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TYPICAL ROADWAY CROSS SECTION DETAILS
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MAW
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MAW
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10'
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N/A
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MARC A. WHORTON, COLORADO P.E. #37155
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5/14/18
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-03.dwg, 6/14/2018 11:51:30 AM, 1:1
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CL-CL INTERSECTION STA. 9+53.90 STAGECOACH RD = STA. 0+00.00 BILLINGS CT CL EL = 7439.64
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15+00
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STA. 0+90.83, 16.00' RT EOA EL = 7385.54
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STA. 2+35.74, 16.00' RT POINT OF CURVATURE EOA EL = 7388.65
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STA. 2+35.74 POINT OF CURVATURE CL EL = 7388.97
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STA. 4+08.33, 16.00' LT POINT OF COMPOUND CURVE BEGIN TYPICAL SECTION EOA EL = 7402.28
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STA. 7+64.30 POINT OF TANGENCY CL EL = 7433.38
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(7390)
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(7390)
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(7400)
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(7400)
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(7400)
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(7410)
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(7410)
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(7420)
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(7420)
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(7430)
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(7430)
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(7440)
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(7440)
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(7430)
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(7450)
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(7450)
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(7450)
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(7440)
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(7450)
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(7460)
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(7470)
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(7460)
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CL-CL INTERSECTION STA. 3+68.43 STAGECOACH RD = STA. 0+00.00 FIRE ACCESS CL EL = 7398.62
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STA. 4+08.33, 16.00' RT BEGIN TYPICAL SECTION EOA EL = 7402.28
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STA. 9+16.40, 16.00' LT POINT OF CURVATURE EOA EL = 7438.57
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STA. 10+62.48 POINT OF CURVATURE CL EL = 7442.27
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STAGECOACH STA. 10+04.74, 32.50' RT = 24" RCP STORM CROSSING STA. 1+32.50 U.S. INV. EL = 7437.79
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FIRE ACCESS
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DRIVEWAY
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BILLINGS COURT
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(SEE SHEET 18)
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LOT 1 WESTCOTT FIRE STATION NO. 3 REC. NO. 212713192NO. 212713192
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108.58'
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N35%%D10'18"E
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298.18'
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R=580.00'
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L=517.22'
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N88%%D18'07"E
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235.74'
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16'
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24'
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90.00' R.O.W.
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16'
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16'
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TRACT A
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LOT 5
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LOT 6
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UNPLATTED
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UNPLATTED
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TRACT A
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16'
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16'
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90.00'
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R.O.W.
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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PROPOSED 24" RCP STORM CROSSING (SEE SHEET 39)
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2
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1
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3
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4
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5
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6
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STATE HIGHWAY 83
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EXISTING STAGECOACH RD.
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STA. 9+96.40, 32.50' RT CONSTRUCT EARTH DIKE SWALE FL EL = 7439.85
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STA. 0+90.78, 24.00' LT EOA EL = 7385.38
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STA. 2+35.74, 24.00' LT POINT OF CURVATURE EOA EL = 7388.49
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STA. 3+27.92, 24.00' LT POINT OF COMPOUND CURVE EOA EL = 7394.51
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LP STA. 1+05.15 LOW POINT CL EL = 7385.82
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(7380)
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STAGECOACH STA. 10+04.74, 40.71' LT = 24" RCP STORM CROSSING STA. 0+59.29 D.S. INV. EL = 7435.05
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STA. 9+94.65, 16.00' LT POINT OF TANGENT EOA EL = 7440.15
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4.00'
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SHLD
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4.00'
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SHLD
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Δ=51%%D05'38"
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189.60'
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L=528.56'
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R=570.00'
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4.00'
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SHLD
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4.00'
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SHLD
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Δ=53%%D07'49"
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4.00'
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SHLD
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4.00'
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SHLD
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STAGECOACH STA. 0+81.07, 39.35' RT = DUAL 18" RCP STORM CROSSING STA. 0+58.90 D.S. INV. EL = 7382.50
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STAGECOACH STA. 1+05.15, 40.50' LT = DUAL 18" RCP STORM CROSSING STA. 1+42.30 U.S. INV. EL = 7382.76
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PROPOSED DUAL 18" RCP STORM CROSSING (SEE SHEET XX)
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 1+00 - 8+00 (BOTH SIDES) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) FIRE STATION DRIVEWAY ACCESS (BOTH SIDES) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 8+00 - 10+00 (BOTH SIDES) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 10+00 - 15+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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UNPLATTED
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 10+00 - 15+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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CL-CL INTERSECTION STA. 3+68.43 STAGECOACH RD = 3+68.43 STAGECOACH RD = STA. 0+00.00 FIRE ACCESS RD 0+00.00 FIRE ACCESS RD CL EL = 7398.62
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CL-CL INTERSECTION STA. 0+06.81 STAGECOACH RD = 0+06.81 STAGECOACH RD = STATE HIGHWAY 83 CL EL = 7387.25
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PVC: 5+57.45 CL EL = 7417.51
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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STA. 0+92.94 DUAL 18" RCP STORM CROSSING DUAL 18" INV. EL = 7382.55
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STA. 10+04.74 18" RCP STORM CROSSING 18" INV. EL = 7436.57
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CL-CL INTERSECTION STA. 9+53.90 STAGECOACH RD = 9+53.90 STAGECOACH RD = STA. 0+00.00 BILLINGS CT 0+00.00 BILLINGS CT CL EL = 7439.64
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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3
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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STAGECOACH ROAD
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STA. 0+00.00 - STA. 15+00.00
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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7430
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7420
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7410
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7400
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EOA CURVE TABLE
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CURVE
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LENGTH
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RADIUS
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DELTA ANGLE
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1
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62.85'
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40.00'
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90°01'17"
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STAGECOACH ROAD (90' ROW - RURAL MAJOR COLLECTOR) DESIGN SPEED 40 MPH
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2
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62.82'
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40.00'
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7430
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7420
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7390
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0+00
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89°58'43"
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7380
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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7+00
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8+00
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9+00
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10+00
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11+00
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12+00
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13+00
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14+00
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15+00
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7430
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7420
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7410
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7400
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7390
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7380
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7440
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7450
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7460
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7470
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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MATCHLINE ~ STA,. 15+00.00 (SEE SHEET 4)
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MATCHLINE ~ STA,. 15+00.00 (SEE SHEET 4)
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7430
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7420
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7440
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7460
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7470
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3
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41.05'
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25.00'
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94°04'21"
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4
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41.02'
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25.00'
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94°00'39"
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5
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37.40'
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25.00'
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85°43'27"
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6
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41.45'
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25.00'
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95°00'03"
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* PER APPROVED DEVIATION FOR CONSIDERATION BY THE BOCC DATED 10/21/2016 (AS A PART OF THE FLYING HORSE NORTH PUD) RURAL MINOR COLLECTOR STANDARDS UTILIZED FOR THIS SECTION OF ROADWAY INCLUDE: MIN. CL CURVE RADIUS CL CURVE RADIUS LOT ACCESS PERMITTED INTERSECTION SPACING DESIGN SPEED FOR VERTICAL CURVES ROADSIDE DITCH SECTION
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DEVIATION NOTE:
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-04.dwg, 6/14/2018 12:17:08 PM, 1:1
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15+00
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21+00
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22+00
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23+00
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24+00
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25+00
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26+00
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27+00
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28+00
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29+00
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30+00
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(7470)
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(7470)
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(7480)
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(7480)
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(7470)
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(7480)
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(7490)
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(7470)
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(7480)
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(7490)
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(7500)
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(7500)
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(7490)
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(7480)
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(7480)
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(7480)
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(7490)
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(7470)
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(7470)
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(7460)
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(7460)
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(7450)
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(7470)
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STA. 15+79.70 POINT OF TANGENCY CL EL = 7476.13
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LOT 6
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UNPLATTED
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16'
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16'
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90.00'
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R.O.W.
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UNPLATTED
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UNPLATTED
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LOT 9
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LOT 8
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LOT 10
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LOT 11
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LOT 12
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HP STA. 20+30.35 HIGH POINT CL EL = 7493.14
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STA. 22+72.10 POINT OF CURVATURE CL EL = 7486.51
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STA. 26+43.29 POINT OF TANGENCY CL EL = 7464.59
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AT&T EASEMENT BOOK 2158, PAGE 532 EQUESTRIAN EASEMENT BOOK 6728, PAGE 1364
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AT&T EASEMENT BOOK 2158, PAGE 532 EQUESTRIAN EASEMENT BOOK 6728, PAGE 1364
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STAGECOACH STA. 28+40.00, 44.21' RT = DUAL 30" RCP STORM CROSSING STA. 0+53.61 D.S. INV. EL = 7453.00
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STAGECOACH STA. 28+65.00, 34.43' LT = DUAL 30" RCP STORM CROSSING STA. 1+36.13 U.S. INV. EL = 7456.23
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PROPOSED DUAL 30" RCP STORM CROSSING (SEE SHEET 39)
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LP STA. 28+77.98 LOW POINT CL EL = 7460.28
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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N86%%D15'57"E
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692.41'
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N64%%D53'30"E
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459.47'
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LOT 7
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R=580.00'
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Δ=51%%D05'38"
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L=517.22'
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4.00'
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SHLD
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4.00'
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SHLD
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Δ=21%%D22'27"
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R=995.00'
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L=371.18'
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(LOTS 6-8) 420' ENTERING SITE DISTANCE
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(LOT 10) 350' ENTERING SITE DISTANCE
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 15+00 - 17+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 17+00 - 24+00 (BOTH SIDES) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 15+00 - 17+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 24+00 - 30+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 24+00 - 30+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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8.00%%%
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(LOT 10) ANTICIPATED DRIVEWAY LOCATION
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3.5'
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3.5'
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(LOT 10) 350' ENTERING SITE DISTANCE
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(LOTS 6&7) ANTICIPATED DRIVEWAY LOCATION
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3.5'
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3.5'
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(LOTS 6&7) 420' ENTERING SITE DISTANCE
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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STA. 28+54.05 DUAL 30" RCP STORM CROSSING DUAL 30" INV. EL = 7454.82
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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4
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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STAGECOACH ROAD
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STA. 15+00.00 - STA. 30+00.00
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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1
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REVISED PER COUNTY COMMENTS
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4-4-18
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08-11-17
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15+00
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16+00
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17+00
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18+00
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19+00
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20+00
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21+00
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22+00
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23+00
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24+00
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25+00
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26+00
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27+00
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28+00
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29+00
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30+00
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7470
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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MATCHLINE ~ STA. 30+00.00 (SEE SHEET 5)
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MATCHLINE ~ STA. 15+00.00 (SEE SHEET 3)
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7480
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7490
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7500
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7510
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MATCHLINE ~ STA. 15+00.00 (SEE SHEET 3)
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7460
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7470
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7480
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7490
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7500
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7510
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7460
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7470
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7480
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7490
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7460
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7500
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7450
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7470
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7480
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7490
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7460
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7500
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7450
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MATCHLINE ~ STA. 30+00.00 (SEE SHEET 5)
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STAGECOACH ROAD (90' ROW - RURAL MAJOR COLLECTOR) DESIGN SPEED 40 MPH
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* PER APPROVED DEVIATION FOR CONSIDERATION BY THE BOCC DATED 10/21/2016 (AS A PART OF THE FLYING HORSE NORTH PUD) RURAL MINOR COLLECTOR STANDARDS UTILIZED FOR THIS SECTION OF ROADWAY INCLUDE: MIN. CL CURVE RADIUS CL CURVE RADIUS LOT ACCESS PERMITTED INTERSECTION SPACING DESIGN SPEED FOR VERTICAL CURVES ROADSIDE DITCH SECTION
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DEVIATION NOTE:
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-05.dwg, 6/14/2018 2:59:34 PM, 1:1
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45+00
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(7480)
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(7470)
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(7460)
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(7470)
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(7480)
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(7470)
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(7460)
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(7470)
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(7460)
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(7450)
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(7440)
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UNPLATTED
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LOT 12
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STA. 31+02.75 POINT OF CURVATURE CL EL = 7464.15
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HP STA. 33+56.44 HIGH POINT CL EL = 7469.77
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N64%%D53'30"E
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459.47'
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TRACT C
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LOT 39
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UNPLATTED
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UNPLATTED
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LOT 38
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LOT 40
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HIGH FOREST RANCH FILING NO. 1 REC. NO. 201036672
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LP STA. 42+52.71 LOW POINT CL EL = 7453.29
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STA. 39+73.36 POINT OF TANGENCY CL EL = 7456.76
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HP STA. 44+07.51 HIGH POINT CL EL = 7454.29
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Δ=24%%D52'43"
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R=2005.00'
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L=870.60'
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N89%%D46'13"E
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1674.58'
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TRACT C
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16'
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16'
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90.00'
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R.O.W.
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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STA. 41+87.50, OFFSET 32.50' LT END TYPICAL ROADSIDE DITCH SECTION & BEGIN MODIFIED ROADSIDE DITCH GRADING ROADSIDE DITCH FL EL = 7450.72
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1.00%%%
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STA. 44+07.51, OFFSET 41.11' LT MODIFIED ROADSIDE DITCH GRADING ROADSIDE DITCH FL EL = 7448.52
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1.00%%%
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1.00%%%
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4.00'
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SHLD
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4.00'
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SHLD
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 31+00 - 35+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 35+00 - 45+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 30+00 - 31+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 35+00 - 45+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 30+00 - 35+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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-1.50%%%
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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5
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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STAGECOACH ROAD
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STA. 30+00.00 - STA. 45+00.00
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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30+00
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31+00
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32+00
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33+00
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44+00
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45+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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MATCHLINE ~ STA. 45+00.00 (SEE SHEET 6)
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MATCHLINE ~ STA. 30+00.00 (SEE SHEET 4)
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MATCHLINE ~ STA. 30+00.00 (SEE SHEET 4)
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7470
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7480
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7490
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7460
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7450
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7490
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MATCHLINE ~ STA. 45+00.00 (SEE SHEET 6)
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STAGECOACH ROAD (90' ROW - RURAL MAJOR COLLECTOR) DESIGN SPEED 40 MPH
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* PER APPROVED DEVIATION FOR CONSIDERATION BY THE BOCC DATED 10/21/2016 (AS A PART OF THE FLYING HORSE NORTH PUD) RURAL MINOR COLLECTOR STANDARDS UTILIZED FOR THIS SECTION OF ROADWAY INCLUDE: MIN. CL CURVE RADIUS CL CURVE RADIUS LOT ACCESS PERMITTED INTERSECTION SPACING DESIGN SPEED FOR VERTICAL CURVES ROADSIDE DITCH SECTION
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DEVIATION NOTE:
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-06.dwg, 7/9/2018 5:33:44 PM, 1:1
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(7450)
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(7440)
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(7440)
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(7450)
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(7450)
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(7460)
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(7460)
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(7460)
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(7460)
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(7470)
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(7470)
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(7470)
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(7480)
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(7480)
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(7490)
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(7490)
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(7490)
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(7500)
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UNPLATTED
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STA. 56+47.94 POINT OF CURVATURE CL EL = 7486.00
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STA. 59+64.90 POINT OF TANGENCY CL EL = 7497.10
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STAGECOACH STA. 46+70.97, 55.00' RT = TRIPLE 48" RCP STORM CROSSING STA. 0+45.00 D.S. INV. EL = 7438.30
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STAGECOACH STA. 46+70.97, 45.00' LT = TRIPLE 48" RCP STORM CROSSING STA. 1+45.00 U.S. INV. EL = 7444.00
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PROPOSED TRIPLE 48" RCP STORM CROSSING (SEE SHEET 43)
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LP STA. 46+52.32 LOW POINT CL EL = 7451.85
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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UNPLATTED
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UNPLATTED
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TRACT C
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TRACT C
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LOT 13
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LOT 25
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TRACT D
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LOT 44
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HIGH FOREST RANCH FILING NO. 2 REC. NO. 202134767
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HIGH FOREST RANCH FILING NO. 1 REC. NO. 201036672
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LOT 26
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16'
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16'
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90.00'
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R.O.W.
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4.00'
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SHLD
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4.00'
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SHLD
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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N89%%D46'13"E
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1674.58'
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Δ=31%%D18'40"
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R=580.00'
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L=316.96'
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S58%%D55'07"E
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166.51'
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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STA. 45+86.04, OFFSET 44.94' LT MODIFIED ROADSIDE DITCH GRADING ROADSIDE DITCH FL EL = 7446.73
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1.00%%%
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(7460)
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(7460)
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STA. 46+14.61, OFFSET 48.32' LT MODIFIED ROADSIDE DITCH GRADING ROADSIDE DITCH FL EL = 7446.44
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STA. 46+50.95, OFFSET 56.20' LT MODIFIED ROADSIDE DITCH GRADING ROADSIDE DITCH FL EL = 7444.64
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1.00%%%
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1.00%%%
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4.84%%%
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 45+00 - 57+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 45+00 - 60+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 57+00 - 60+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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STA. 46+70.97 TRIPLE 48" RCP STORM CROSSING TRIPLE 48" INV. EL = 7441.44
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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PVI STA =60+32.84 PVI ELEV =7500.29 A.D. =-6.00% K =44.17 L =265.00 HP STA: 60+77.00 HP ELEV: 7498.53
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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6
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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STAGECOACH ROAD
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STA. 45+00.00 - STA. 60+00.00
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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45+00
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46+00
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47+00
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48+00
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49+00
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50+00
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51+00
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52+00
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53+00
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54+00
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55+00
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56+00
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57+00
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58+00
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59+00
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60+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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MATCHLINE ~ STA. 60+00.00 (SEE SHEET 7)
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MATCHLINE ~ STA. 45+00.00 (SEE SHEET 5)
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MATCHLINE ~ STA. 45+00.00 (SEE SHEET 5)
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7470
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7480
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7490
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7450
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7440
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MATCHLINE ~ STA. 60+00.00 (SEE SHEET 7)
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7470
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7480
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7490
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STAGECOACH ROAD (90' ROW - RURAL MAJOR COLLECTOR) DESIGN SPEED 40 MPH
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* PER APPROVED DEVIATION FOR CONSIDERATION BY THE BOCC DATED 10/21/2016 (AS A PART OF THE FLYING HORSE NORTH PUD) RURAL MINOR COLLECTOR STANDARDS UTILIZED FOR THIS SECTION OF ROADWAY INCLUDE: MIN. CL CURVE RADIUS CL CURVE RADIUS LOT ACCESS PERMITTED INTERSECTION SPACING DESIGN SPEED FOR VERTICAL CURVES ROADSIDE DITCH SECTION
AutoCAD SHX Text
DEVIATION NOTE:
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-07.dwg, 7/9/2018 5:34:22 PM, 1:1
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60+00
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61+00
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62+00
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63+00
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64+00
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65+00
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66+00
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67+00
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68+00
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69+00
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70+00
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71+00
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72+00
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73+00
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74+00
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75+00
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(7500)
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(7510)
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(7490)
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(7500)
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(7490)
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(7500)
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(7490)
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(7500)
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(7510)
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(7500)
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(7500)
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(7510)
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(7490)
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(7490)
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(7480)
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(7480)
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(7470)
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16'
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16'
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90.00'
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R.O.W.
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UNPLATTED
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LOT 13
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HP STA. 60+77.00 HIGH POINT CL EL = 7498.53
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STA. 61+31.41 POINT OF CURVATURE CL EL = 7498.19
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STA. 63+82.42 POINT OF TANGENCY CL EL = 7493.30
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STAGECOACH STA. 65+68.75, 38.99' RT = DUAL 24" RCP STORM CROSSING STA. 0+60.07 D.S. INV. EL = 7486.13
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STAGECOACH STA. 65+52.64, 33.77' LT = DUAL 24" RCP STORM CROSSING STA. 1+34.59 U.S. INV. EL = 7487.85
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PROPOSED DUAL 24" RCP STORM CROSSING (SEE SHEET 39)
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LP STA. 65+52.92 LOW POINT CL EL = 7491.17
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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UNPLATTED
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UNPLATTED
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LOT 14
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LOT 15
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HP STA. 69+86.25 HIGH POINT CL EL = 7499.29
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STA. 70+67.40 POINT OF CURVATURE CL EL = 7498.55
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STA. 71+79.15 POINT OF TANGENCY CL EL = 7495.10
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STA. 73+54.60 POINT OF CURVATURE CL EL = 7485.48
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S58%%D55'07"E
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166.51'
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Δ=25%%D13'51"
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R=570.00'
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L=251.01'
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S84%%D08'58"E
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684.98'
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Δ=11%%D13'59"
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R=570.00'
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L=111.75'
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N84%%D37'03"E
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175.44'
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Δ=46%%D28'30"
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R=580.00'
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L=470.46'
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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SHLD
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4.00'
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4.00'
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SHLD
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 60+00 - 71+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 60+00 - 71+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 71+00 - 75+00 (BOTH SIDES) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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STA. 65+60.12 DUAL 24" RCP STORM CROSSING DUAL 24" INV. EL = 7487.06
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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7
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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STAGECOACH ROAD
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STA. 60+00.00 - STA. 75+00.00
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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60+00
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61+00
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62+00
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63+00
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64+00
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65+00
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66+00
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67+00
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68+00
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69+00
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70+00
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71+00
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72+00
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73+00
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74+00
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75+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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MATCHLINE ~ STA. 75+00.00 (SEE SHEET 8)
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MATCHLINE ~ STA. 60+00.00 (SEE SHEET 6)
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MATCHLINE ~ STA. 60+00.00 (SEE SHEET 6)
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MATCHLINE ~ STA. 75+00.00 (SEE SHEET 8)
AutoCAD SHX Text
7470
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7480
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7490
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7500
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7510
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7520
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7470
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7480
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7490
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7500
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7510
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7520
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STAGECOACH ROAD (90' ROW - RURAL MAJOR COLLECTOR) DESIGN SPEED 40 MPH
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* PER APPROVED DEVIATION FOR CONSIDERATION BY THE BOCC DATED 10/21/2016 (AS A PART OF THE FLYING HORSE NORTH PUD) RURAL MINOR COLLECTOR STANDARDS UTILIZED FOR THIS SECTION OF ROADWAY INCLUDE: MIN. CL CURVE RADIUS CL CURVE RADIUS LOT ACCESS PERMITTED INTERSECTION SPACING DESIGN SPEED FOR VERTICAL CURVES ROADSIDE DITCH SECTION
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DEVIATION NOTE:
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-08.dwg, 7/9/2018 5:32:50 PM, 1:1
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75+00
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76+00
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77+00
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78+00
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79+00
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80+00
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81+00
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82+00
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83+00
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84+00
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85+00
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(7480)
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(7470)
AutoCAD SHX Text
(7490)
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(7490)
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(7480)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7460)
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(7470)
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(7470)
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(7480)
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(7480)
AutoCAD SHX Text
(7470)
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(7470)
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CL-CL INTERSECTION STA. 85+84.76 STAGECOACH RD (MAJOR COLLECTOR)= STA. 11+63.38 SHORTWALL DR = STA. 0+00.00 STAGECOACH RD (MINOR COLLECTOR)
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SHORTWALL
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(SEE SHEET 9)
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16'
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16'
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90.00'
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R.O.W.
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4.00'
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SHLD
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4.00'
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SHLD
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UNPLATTED
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LOT 15
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STA. 78+25.06 POINT OF TANGENCY CL EL = 7475.54
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LOT 73
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LOT 72
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LOT 45
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LOT 44
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LOT 18
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LOT 16
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LOT 17
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STAGECOACH STA. 83+30.60, 65.03' RT = DUAL 42" RCP STORM CROSSING STA. 0+32.88 D.S. INV. EL = 7455.80
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STAGECOACH STA. 83+58.34, 43.55' LT = DUAL 42" RCP STORM CROSSING STA. 1+44.95 U.S. INV. EL = 7460.28
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PROPOSED DUAL 42" RCP STORM CROSSING (SEE SHEET 44)
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LP STA. 83+75.35 LOW POINT CL EL = 7470.35
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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STAGECOACH ROAD
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(SEE SHEET 10)
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ROUNDABOUT 1 (SEE SHEET 26)
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STA. 84+57.22, 16.00' RT END TYPICAL SECTION & BEGIN ROUNDABOUT-1 DESIGN EOA EL = 7470.56
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Δ=46%%D28'30"
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R=580.00'
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L=470.46'
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S48%%D54'26"E
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759.70'
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STA. 84+57.22, 16.00' LT END TYPICAL SECTION & BEGIN ROUNDABOUT-1 DESIGN EOA EL = 7470.56
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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DRIVE
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(MINOR COLLECTOR)
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MATCHLINE ~ STA. 84+57.22 (SEE SHEET 26)
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 75+00 - 84+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 75+00 - 84+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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PVI STA =74+53.60 PVI ELEV =7479.25 A.D. =5.00% K =64.00 L =320.00
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STA. 83+47.22 DUAL 42" RCP STORM CROSSING DUAL 42" INV. EL = 7458.48
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STA. 84+57.22 84+57.22 END TYPICAL SECTION & BEGIN ROUNDABOUT-1 DESIGN CL EL = 7470.88
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1.50%%%
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
AutoCAD SHX Text
8
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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STAGECOACH ROAD
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STA. 75+00.00 - STA. 84+57.22
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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75+00
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76+00
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77+00
AutoCAD SHX Text
78+00
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79+00
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80+00
AutoCAD SHX Text
81+00
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82+00
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83+00
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84+00
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85+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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MATCHLINE ~ STA. 75+00.00 (SEE SHEET 7)
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MATCHLINE ~ STA. 75+00.00 (SEE SHEET 7)
AutoCAD SHX Text
7470
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7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
7500
AutoCAD SHX Text
7470
AutoCAD SHX Text
7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
7500
AutoCAD SHX Text
7460
AutoCAD SHX Text
7460
AutoCAD SHX Text
STAGECOACH ROAD (90' ROW - RURAL MAJOR COLLECTOR) DESIGN SPEED 40 MPH
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* PER APPROVED DEVIATION FOR CONSIDERATION BY THE BOCC DATED 10/21/2016 (AS A PART OF THE FLYING HORSE NORTH PUD) RURAL MINOR COLLECTOR STANDARDS UTILIZED FOR THIS SECTION OF ROADWAY INCLUDE: MIN. CL CURVE RADIUS CL CURVE RADIUS LOT ACCESS PERMITTED INTERSECTION SPACING DESIGN SPEED FOR VERTICAL CURVES ROADSIDE DITCH SECTION
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DEVIATION NOTE:
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MATCHLINE ~ STA. 84+57.22 (SEE SHEET 26)
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-09.dwg, 7/9/2018 5:32:04 PM, 1:1
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0+00
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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7+00
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8+00
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9+00
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10+00
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11+00
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(7410)
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(7420)
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(7420)
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(7430)
AutoCAD SHX Text
(7440)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
(7460)
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(7460)
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(7460)
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(7470)
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(7470)
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(7480)
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(7470)
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(7480)
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CL-CL INTERSECTION STA. 2+22.70 MILAM RD = STA. 34+92.45 QUARTZ CREEK DR CL EL = 7431.60
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STA. 8+74.89, 16.00' LT POINT OF COMPOUND CURVE END TYPICAL SECTION & BEGIN ROUNDABOUT-1 DESIGN EOA EL = 7462.36
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STA. 10+20.71 POINT OF TANGENCY CL EL = 7468.51
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STA. 2+08.70, 0.00' RT BEGIN ASPHALT CONSTRUCTION EOA CL EL = 7431.04
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QUARTZ CREEK DRIVE
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(SEE SHEET 22)
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16'
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16'
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UNPLATTED
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TRACT G
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STA. 2+61.70, 16.00' RT POINT OF TANGENT EOA EL = 7432.84
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STA. 7+67.84 POINT OF CURVATURE CL EL = 7458.40
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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TRACT H
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TRACT F
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LOT 67
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LOT 72
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LOT 45
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LOT 44
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LOT 18
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LOT 17
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LONGWALL DRIVE
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(SEE SHEET 23)
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STAGECOACH ROAD
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(SEE SHEET 8)
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STA. 2+08.70, 16.00' LT BEGIN ASPHALT CONSTRUCTION EOA EL = 7430.72
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STA. 2+08.70, 16.00' RT BEGIN ASPHALT CONSTRUCTION EOA EL = 7430.72
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STA. 6+91.35, 16.00' RT POINT OF CURVATURE EOA EL = 7455.02
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STA. 7+69.28, 16.00' RT POINT OF REVERSE CURVE EOA EL = 7458.13
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STAGECOACH ROAD
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(SEE SHEET 10)
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STA. 8+74.89, 16.00' RT POINT OF COMPOUND CURVE END TYPICAL SECTION & BEGIN ROUNDABOUT-1 DESIGN EOA EL = 7462.36
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CL-CL INTERSECTION STA. 11+63.38 SHORTWALL DR= 11+63.38 SHORTWALL DR= STA. 85+84.76 STAGECOACH RD (MAJOR COLLECTOR)= STA. 0+00.00 STAGECOACH RD 0+00.00 STAGECOACH RD (MINOR COLLECTOR)
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ROUNDABOUT 1 (SEE SHEET 26)
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CL-CL INTERSECTION STA. 7+30.35 SHORTWALL DR= STA. 23+05.92 LONGWALL DR CL EL = 7456.90
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N38%%D46'06"E
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222.70'
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767.84'
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507.65'
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37.49'
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9
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10
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11
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(MAJOR COLLECTOR)
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(MINOR COLLECTOR)
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MATCHLINE ~ STA. 8+74.89 (SEE SHEET 26)
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2.00'
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SHLD
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SHLD
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2.00'
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SHORTWALL DR STA. 5+55.22, 27.14' RT= 18" RCP STORM CROSSING STA. 0+47.63 D.S. INV. EL = 7446.00INV. EL = 7446.00
AutoCAD SHX Text
SHORTWALL DR STA. 6+65.19, 39.50' LT= 18" RCP STORM CROSSING STA. 1+76.22 U.S. INV. EL = 7450.00INV. EL = 7450.00
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PROPOSED 18" RCP STORM CROSSING (SEE SHEET 38)
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 2+00 - 6+50 (WEST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 2+50 - 11+00 (EAST SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 6+50 - 11+00 (WEST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
CL-CL INTERSECTION STA. 2+22.70 SHORTWALL RD = 2+22.70 SHORTWALL RD = STA. 34+92.45 QUARTZ CREEK DR 34+92.45 QUARTZ CREEK DR CL EL = 7431.60
AutoCAD SHX Text
STA. 2+08.70 BEGIN ASPHALT CONSTRUCTION CL EL = 7431.04
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
CL-CL INTERSECTION STA. 7+30.35 SHORTWALL RD= 7+30.35 SHORTWALL RD= STA. 23+05.92 LONGWALL DR 23+05.92 LONGWALL DR CL EL = 7456.90
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4.00%%%
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STA. 8+74.89 8+74.89 END TYPICAL SECTION & BEGIN ROUNDABOUT-2 DESIGN CL EL = 7462.68
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
9
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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SHORTWALL DRIVE
AutoCAD SHX Text
STA. 2+08.70 - STA. 8+74.89
AutoCAD SHX Text
PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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EOA CURVE TABLE
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CURVE
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LENGTH
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RADIUS
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DELTA ANGLE
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9
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39.20'
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25.00'
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89°49'52"
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SHORTWALL DRIVE (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
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10
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39.27'
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25.00'
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0+00
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90°00'00"
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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7+00
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8+00
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9+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
AutoCAD SHX Text
N
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
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7440
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7450
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7460
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7450
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7460
AutoCAD SHX Text
7470
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7480
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7490
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7450
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7460
AutoCAD SHX Text
7470
AutoCAD SHX Text
7480
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7490
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11
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39.23'
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25.00'
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89°53'50"
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MATCHLINE ~ STA. 8+74.89 (SEE SHEET 26)
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-10.dwg, 7/9/2018 5:37:44 PM, 1:1
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(7480)
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9+00
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(7470)
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(7470)
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(7480)
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(7490)
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(7490)
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(7500)
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(7500)
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(7510)
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(7510)
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(7520)
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(7520)
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(7520)
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(7530)
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(7540)
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(7530)
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STA. 2+88.62, 16.00' RT POINT OF COMPOUND CURVE BEGIN TYPICAL SECTION RT EOA EL = 7486.55
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16'
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16'
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2.00'
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SHLD
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2.00'
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SHLD
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LOT 44
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STA. 1+39.86 POINT OF CURVATURE CL EL = 7478.45
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LOT 45
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LOT 72
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LOT 17
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LOT 18
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LOT 19
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TRACT D
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LOT 20
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LOT 21
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LOT 43
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LOT 42
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LOT 41
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STA. 8+01.29, 16.00' RT POINT OF REVERSE CURVE END TYPICAL SECTION RT EOA EL = 7527.08
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STA. 8+46.78, 16.00' LT POINT OF COMPOUND CURVE END TYPICAL SECTION LT EOA EL = 7528.91
AutoCAD SHX Text
CL-CL INTERSECTION STA. 0+00.00 STAGECOACH RD (MINOR COLLECTOR)= STA. 11+63.38 SHORTWALL DR= STA. 85+84.76 STAGECOACH RD (MAJOR COLLECTOR)(MAJOR COLLECTOR)
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ROUNDABOUT 1 (SEE SHEET 26)
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ROUNDABOUT 2 (SEE SHEET 29)
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CL-CL INTERSECTION STA. 9+85.21 STAGECOACH RD (MINOR COLLECTOR)= STA. 7+15.76 OLD STAGECOACH RD (RURAL LOCAL)= STA. 1+00.00 OLD STAGECOACH RD (MINOR COLLECTOR)
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N79%%D58'32"E
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139.86'
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Δ=80%%D43'27"
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R=600.00'
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L=845.34'
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(MAJOR COLLECTOR)
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(MINOR COLLECTOR)
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OLD STAGECOACH ROAD
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(SEE SHEET 11)
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(RURAL LOCAL)
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OLD STAGECOACH ROAD
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(SEE SHEET 19)
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(SEE SHEET 9)
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SHORTWALL DRIVE
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STAGECOACH ROAD
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(SEE SHEET 8)
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STA. 2+88.64, 16.00' LT POINT OF COMPOUND CURVE BEGIN TYPICAL SECTION LT EOA EL = 7486.55
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MATCHLINE ~ STA. 8+01.29 (SEE SHEET 29)
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MATCHLINE ~ STA. 8+46.78 (SEE SHEET 29)
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MATCHLINE ~ STA. 2+88.62 (SEE SHEET 26)
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 0+00 - 9+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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STA. 2+88.64 2+88.64 BEGIN TYPICAL SECTION FOR LEFT EOA & BEGIN ROUNDABOUT-2 DESIGN
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STA. 2+88.62 2+88.62 BEGIN TYPICAL SECTION FOR RIGHT EOA & BEGIN ROUNDABOUT-2 DESIGN
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STA. 8+01.29 8+01.29 END TYPICAL SECTION FOR RIGHT EOA & BEGIN ROUNDABOUT-3 DESIGN
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STA. 8+46.78 8+46.78 END TYPICAL SECTION FOR LEFT EOA & BEGIN ROUNDABOUT-3 DESIGN
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EXISTING GRADE @ CENTERLINE
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PROPOSED GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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10
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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STAGECOACH ROAD - MINOR COLLECTOR
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STA. 2+88.62 - STA. 8+46.78
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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STAGECOACH ROAD (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
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0+00
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7+00
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8+00
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9+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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7470
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7480
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7490
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7500
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7510
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7520
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7470
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7480
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7490
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7500
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7510
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7520
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7500
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7520
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7530
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7540
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7550
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7500
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7510
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7520
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7530
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7540
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7550
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MATCHLINE ~ STA. 2+88.62 (SEE SHEET 26)
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MATCHLINE ~ STA. 8+46.78 (SEE SHEET 29)
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-11.dwg, 7/9/2018 5:40:22 PM, 1:1
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14+00
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15+00
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16+00
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(7530)
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(7540)
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(7550)
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(7560)
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(7570)
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(7580)
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(7590)
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(7590)
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(7580)
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(7570)
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(7570)
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(7580)
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(7590)
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(7600)
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(7600)
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(7590)
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(7580)
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(7570)
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(7560)
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(7550)
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(7540)
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(7530)
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STA. 3+60.18, 16.00' LT POINT OF REVERSE CURVE BEGIN TYPICAL SECTION EOA EL = 7543.89
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STA. 3+55.28, 16.00' RT POINT OF REVERSE CURVE BEGIN TYPICAL SECTION EOA EL = 7543.58
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16'
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16'
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2.00'
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SHLD
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2.00'
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SHLD
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HP STA. 10+46.61 HIGH POINT CL EL = 7586.49
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STA. 1+83.56 POINT OF CURVATURE CL EL = 7535.34
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STA. 8+57.84 POINT OF TANGENCY CL EL = 7582.47
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STA. 3+33.43 POINT OF REVERSE CURVE CL EL = 7542.56
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STA. 6+24.65 POINT OF REVERSE CURVE CL EL = 7566.39
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STA. 10+99.13 POINT OF CURVATURE CL EL = 7586.18
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STA. 14+56.31 POINT OF TANGENCY CL EL = 7574.06
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SHORTWALL DR STA. 15+79.78, 39.07' RT = 42" RCP STORM CROSSING STA. 0+59.68 U.S. INV. EL = 7566.00
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STAGECOACH DR STA. 16+01.93, 47.96' LT = 42" RCP STORM CROSSING STA. 1+49.49 D.S. INV. EL = 7562.87
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PROPOSED 42" RCP STORM CROSSING (SEE SHEET 40)
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LOT 19
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TRACT D
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LOT 20
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LOT 21
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LOT 41
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ROUNDABOUT 2 (SEE SHEET 29)
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CL-CL INTERSECTION STA. 1+00.00 OLD STAGECOACH RD 1+00.00 OLD STAGECOACH RD (MINOR COLLECTOR)= STA. 9+85.21 STAGECOACH RD (MINOR COLLECTOR)= STA. 7+15.76 OLD STAGECOACH RD (RURAL LOCAL)
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LOT 22
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LOT 40
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LOT 39
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LOT 38
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LOT 23
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LOT 37
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LOT 35
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N90%%D00'00"E
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83.56'
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Δ=09%%D32'29"
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R=900.00'
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L=149.88'
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Δ=27%%D48'32"
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R=600.00'
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L=291.22'
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Δ=22%%D16'06"
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R=600.00'
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L=233.19'
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S85%%D59'57"E
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241.29'
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Δ=06%%D49'17"
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R=3000.00'
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L=357.17'
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S79%%D10'39"E
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560.04'
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(RURAL LOCAL)
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OLD STAGECOACH ROAD
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(SEE SHEET 19)
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(MINOR COLLECTOR)
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STAGECOACH ROAD
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(SEE SHEET 10)
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(SEE SHEET 29)
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MATCHLINE ~ STA. 3+60.18
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MATCHLINE ~ STA. 3+55.28
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(SEE SHEET 29)
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80.00' R.O.W.
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 1+00 - 8+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 14+00 - 16+00 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 8+50 - 14+00 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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PVC: 6+03.76
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CL EL: 7564.35
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STA. 3+60.18 3+60.18 BEGIN TYPICAL SECTION FOR LEFT EOA
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STA. 3+55.28 3+55.28 BEGIN TYPICAL SECTION FOR RIGHT EOA
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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STA. 15+89.72 42" RCP STORM CROSSING 42" INV. EL = 7564.59
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PVI STA =15+75.61 PVI ELEV =7568.87 A.D. =6.00% K =64.17 L =385.00 LP STA: 16+39.78 LP ELEV: 7571.44
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
AutoCAD SHX Text
NO.
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REVISION
AutoCAD SHX Text
DATE
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DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
11
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
OLD STAGECOACH ROAD - MINOR COLLECTOR
AutoCAD SHX Text
STA. 3+55.28 - STA. 16+00.00
AutoCAD SHX Text
PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
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OLD STAGECOACH ROAD (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
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1+00
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2+00
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3+00
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4+00
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5+00
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6+00
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7+00
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8+00
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9+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
AutoCAD SHX Text
MATCHLINE ~ STA. 16+00.00 (SEE SHEET 12)
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MATCHLINE ~ STA. 16+00.00 (SEE SHEET 12)
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7530
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7540
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7550
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7560
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7570
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7580
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10+00
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11+00
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12+00
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13+00
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14+00
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15+00
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16+00
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7530
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7540
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7550
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7560
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7570
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7580
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7560
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7570
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7580
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7590
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7600
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7610
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7560
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7570
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7580
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7590
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7600
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7610
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MATCHLINE ~ STA. 3+55.28 (SEE SHEET 29)
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-12.dwg, 7/9/2018 5:43:23 PM, 1:1
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16+00
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17+00
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18+00
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19+00
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20+00
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21+00
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22+00
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23+00
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24+00
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25+00
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26+00
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27+00
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28+00
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29+00
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30+00
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31+00
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(7570)
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(7580)
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(7570)
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(7570)
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(7580)
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(7590)
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(7580)
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(7590)
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(7590)
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SHORTWALL DR STA. 16+01.93, 47.96' LT = 42" RCP STORM CROSSING STA. 1+49.49 D.S. INV. EL = 7562.87
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PROPOSED 42" RCP STORM CROSSING (SEE SHEET 40)
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LOT 24
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S79%%D10'39"E
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560.04'
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LAREDO DRIVE
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(SEE SHEET X)
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16'
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16'
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2.00'
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SHLD
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2.00'
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SHLD
AutoCAD SHX Text
HP STA. 29+55.39 HIGH POINT CL EL = 7592.07
AutoCAD SHX Text
STA. 20+16.35 POINT OF CURVATURE CL EL = 7577.69
AutoCAD SHX Text
LP STA. 16+39.78 LOW POINT CL EL = 7571.44
AutoCAD SHX Text
LOT 25
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LOT 26
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LOT 35
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LOT 34
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LOT 33
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LOT 32
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LOT 27
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LOT 29
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STA. 30+15.35, 16.00' LT POINT OF COMPOUND CURVE BEGIN TYPICAL SECTION EOA EL = 7591.34
AutoCAD SHX Text
ROUNDABOUT 3 (SEE SHEET 32)
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CL-CL INTERSECTION STA. 28+99.15 OLD STAGECOACH RD= 28+99.15 OLD STAGECOACH RD= STA. 55+59.74 ALLEN RANCH RD
AutoCAD SHX Text
Δ=28%%D11'12"
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R=3500.00'
AutoCAD SHX Text
Δ=14%%D27'06"
AutoCAD SHX Text
L=882.80'
AutoCAD SHX Text
STA. 26+17.88, 16.00' LT POINT OF COMPOUND CURVE END TYPICAL SECTION EOA EL = 7588.60
AutoCAD SHX Text
STA. 26+18.75, 16.00' RT POINT OF COMPOUND CURVE END TYPICAL SECTION EOA EL = 7588.61
AutoCAD SHX Text
MATCHLINE ~ STA. 26+17.88
AutoCAD SHX Text
(SEE SHEET 32)
AutoCAD SHX Text
MATCHLINE ~ STA. 26+18.75
AutoCAD SHX Text
(SEE SHEET 32)
AutoCAD SHX Text
PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
MATCHLINE ~ STA. 30+81.72
AutoCAD SHX Text
(SEE SHEET 32)
AutoCAD SHX Text
MATCHLINE ~ STA. 30+15.35
AutoCAD SHX Text
(SEE SHEET 32)
AutoCAD SHX Text
STA. 30+81.72, 16.00' RT POINT OF REVERSE CURVE BEGIN TYPICAL SECTION EOA EL = 7589.94
AutoCAD SHX Text
L=839.03'
AutoCAD SHX Text
L=1721.83'
AutoCAD SHX Text
Δ=13%%D44'06"
AutoCAD SHX Text
R=3500.00'
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 16+00 - 31+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 16+00 - 31+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
PVI STA =15+75.61 PVI ELEV =7568.87 A.D. =6.00% K =64.17 L =385.00 LP STA: 16+39.78 LP ELEV: 7571.44
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-4.00%%%
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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STA. 26+18.75 26+18.75 END TYPICAL SECTION FOR RIGHT EOA
AutoCAD SHX Text
STA. 26+17.88 26+17.88 END TYPICAL SECTION FOR LEFT EOA
AutoCAD SHX Text
STA. 30+15.35 30+15.35 BEGIN TYPICAL SECTION FOR LEFT EOA
AutoCAD SHX Text
STA. 30+81.72 30+81.72 BEGIN TYPICAL SECTION FOR RIGHT EOA
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
AutoCAD SHX Text
NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
12
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
OLD STAGECOACH ROAD - MINOR COLLECTOR
AutoCAD SHX Text
STA. 16+00.00 - STA. 31+50.00
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
OLD STAGECOACH ROAD (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
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19+00
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20+00
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21+00
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22+00
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23+00
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24+00
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0
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SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
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N
AutoCAD SHX Text
MATCHLINE ~ STA. 16+00.00 (SEE SHEET 11)
AutoCAD SHX Text
MATCHLINE ~ STA. 31+50.00 (SEE SHEET 12)
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25+00
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26+00
AutoCAD SHX Text
27+00
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28+00
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29+00
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30+00
AutoCAD SHX Text
31+00
AutoCAD SHX Text
7560
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
7590
AutoCAD SHX Text
7600
AutoCAD SHX Text
7610
AutoCAD SHX Text
7560
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
7590
AutoCAD SHX Text
7600
AutoCAD SHX Text
7610
AutoCAD SHX Text
MATCHLINE ~ STA. 16+00.00 (SEE SHEET 11)
AutoCAD SHX Text
MATCHLINE ~ STA. 31+50.00 (SEE SHEET 13)
AutoCAD SHX Text
MATCHLINE ~ STA. 26+18.75 (SEE SHEET 32)
AutoCAD SHX Text
MATCHLINE ~ STA. 30+81.72 (SEE SHEET 32)
AutoCAD SHX Text
MATCHLINE ~ STA. 30+15.35 (SEE SHEET 32)
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
32+00
AutoCAD SHX Text
33+00
AutoCAD SHX Text
34+00
AutoCAD SHX Text
35+00
AutoCAD SHX Text
36+00
AutoCAD SHX Text
37+00
AutoCAD SHX Text
38+00
AutoCAD SHX Text
39+00
AutoCAD SHX Text
40+00
AutoCAD SHX Text
41+00
AutoCAD SHX Text
42+00
AutoCAD SHX Text
43+00
AutoCAD SHX Text
44+00
AutoCAD SHX Text
45+00
AutoCAD SHX Text
46+00
AutoCAD SHX Text
(7590)
AutoCAD SHX Text
(7580)
AutoCAD SHX Text
(7570)
AutoCAD SHX Text
(7560)
AutoCAD SHX Text
(7550)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
(7520)
AutoCAD SHX Text
(7520)
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
LOT 28
AutoCAD SHX Text
STA. 41+38.63 POINT OF CURVATURE CL EL = 7541.66
AutoCAD SHX Text
STA. 37+38.18 POINT OF TANGENCY CL EL = 7556.30
AutoCAD SHX Text
Δ=28%%D11'12"
AutoCAD SHX Text
R=3500.00'
AutoCAD SHX Text
L=1721.83'
AutoCAD SHX Text
Δ=13%%D44'06"
AutoCAD SHX Text
L=839.03'
AutoCAD SHX Text
LOT 27
AutoCAD SHX Text
LOT 29
AutoCAD SHX Text
TRACT K
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TRACT K
AutoCAD SHX Text
TRACT K
AutoCAD SHX Text
UNPLATTED
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UNPLATTED
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N72%%D38'09"E
AutoCAD SHX Text
400.46'
AutoCAD SHX Text
Δ=32%%D53'45"
AutoCAD SHX Text
R=1600.00'
AutoCAD SHX Text
L=918.63'
AutoCAD SHX Text
SHORTWALL DRIVE STA. 43+66.32, 34.00' LT = DUAL CONCRETE BOX CULVERT STORM CROSSING STA. 2+34.00 D.S. INV. EL = 75XX.XX
AutoCAD SHX Text
PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
SHORTWALL DRIVE STA. 43+66.07, 31.00' RT = DUAL CONCRETE BOX CULVERT STORM CROSSING STA. 1+69.00 U.S. INV. EL = 75XX.XX
AutoCAD SHX Text
PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
PROPOSED DUAL CONCRETE BOX CULVERT STORM CROSSING (SEE SHEET X)
AutoCAD SHX Text
LP STA. 43+66.19 LOW POINT CL EL = 7539.00
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 31+50 - 46+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 37+00 - 46+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 31+50 - 36+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
PVC: 37+50.85
AutoCAD SHX Text
CL EL: 7555.48
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
STA. 43+66.19 DOUBLE 4'X10' CONCRETE BOX CULVERT CROSSING INV. EL = 7531.84
AutoCAD SHX Text
STA. 41+56.52 30" RCP STORM CROSSING 30" INV. EL = 7524.77
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
(H) 1"=
AutoCAD SHX Text
(V) 1"=
AutoCAD SHX Text
(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
13
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
OLD STAGECOACH ROAD - MINOR COLLECTOR
AutoCAD SHX Text
STA. 31+50.00 - STA. 46+50.00
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
OLD STAGECOACH ROAD (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
AutoCAD SHX Text
32+00
AutoCAD SHX Text
33+00
AutoCAD SHX Text
34+00
AutoCAD SHX Text
35+00
AutoCAD SHX Text
36+00
AutoCAD SHX Text
37+00
AutoCAD SHX Text
38+00
AutoCAD SHX Text
39+00
AutoCAD SHX Text
40+00
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
MATCHLINE ~ STA. 31+50.00 (SEE SHEET 12)
AutoCAD SHX Text
MATCHLINE ~ STA. 46+50.00 (SEE SHEET 14)
AutoCAD SHX Text
41+00
AutoCAD SHX Text
42+00
AutoCAD SHX Text
43+00
AutoCAD SHX Text
44+00
AutoCAD SHX Text
45+00
AutoCAD SHX Text
46+00
AutoCAD SHX Text
7560
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
7590
AutoCAD SHX Text
MATCHLINE ~ STA. 31+50.00 (SEE SHEET 12)
AutoCAD SHX Text
MATCHLINE ~ STA. 46+50.00 (SEE SHEET 14)
AutoCAD SHX Text
7550
AutoCAD SHX Text
7540
AutoCAD SHX Text
7560
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
7590
AutoCAD SHX Text
7550
AutoCAD SHX Text
7540
AutoCAD SHX Text
7560
AutoCAD SHX Text
7550
AutoCAD SHX Text
7540
AutoCAD SHX Text
7530
AutoCAD SHX Text
7520
AutoCAD SHX Text
7510
AutoCAD SHX Text
7560
AutoCAD SHX Text
7550
AutoCAD SHX Text
7540
AutoCAD SHX Text
7530
AutoCAD SHX Text
7520
AutoCAD SHX Text
7510
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-14.dwg, 7/10/2018 8:25:55 AM, 1:1
AutoCAD SHX Text
47+00
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48+00
AutoCAD SHX Text
49+00
AutoCAD SHX Text
50+00
AutoCAD SHX Text
51+00
AutoCAD SHX Text
52+00
AutoCAD SHX Text
53+00
AutoCAD SHX Text
54+00
AutoCAD SHX Text
55+00
AutoCAD SHX Text
56+00
AutoCAD SHX Text
57+00
AutoCAD SHX Text
58+00
AutoCAD SHX Text
59+00
AutoCAD SHX Text
60+00
AutoCAD SHX Text
61+00
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7550)
AutoCAD SHX Text
(7550)
AutoCAD SHX Text
(7560)
AutoCAD SHX Text
(7550)
AutoCAD SHX Text
(7560)
AutoCAD SHX Text
(7550)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7550)
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
HP STA. 51+87.27 HIGH POINT CL EL = 7557.08
AutoCAD SHX Text
STA. 52+26.31 POINT OF CURVATURE CL EL = 7556.91
AutoCAD SHX Text
STA. 50+57.26 POINT OF TANGENCY CL EL = 7555.17
AutoCAD SHX Text
OLD STAGECOACH RD STA. 57+83.44, 48.36' RT = 48" RCP STORM CROSSING STA. 0+51.64 U.S. INV. EL = 7535.00
AutoCAD SHX Text
LP STA. 57+92.41 LOW POINT CL EL = 7543.81
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
TRACT K
AutoCAD SHX Text
STA. 59+64.11 POINT OF TANGENCY CL EL = 7546.11
AutoCAD SHX Text
S74%%D28'06"E
AutoCAD SHX Text
169.05'
AutoCAD SHX Text
Δ=52%%D50'29"
AutoCAD SHX Text
R=800.00'
AutoCAD SHX Text
Δ=32%%D53'45"
AutoCAD SHX Text
R=1600.00'
AutoCAD SHX Text
L=918.63'
AutoCAD SHX Text
L=737.81'
AutoCAD SHX Text
N52%%D41'25"E
AutoCAD SHX Text
1610.12'
AutoCAD SHX Text
PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
OLD STAGECOACH RD STA. 57+83.44, 57.37' LT = 48" RCP STORM CROSSING STA. 1+57.37 D.S. INV. EL = 7532.00
AutoCAD SHX Text
PROPOSED 48" RCP STORM CROSSING (SEE SHEET 40)
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 56+50 - 59+00 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 46+50 - 56+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 59+00 - 61+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
1.50%%%
AutoCAD SHX Text
STA. 57+83.44 48" RCP STORM CROSSING 48" INV. EL = 7533.63
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
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SCALE
AutoCAD SHX Text
(H) 1"=
AutoCAD SHX Text
(V) 1"=
AutoCAD SHX Text
(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
14
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
OLD STAGECOACH ROAD - MINOR COLLECTOR
AutoCAD SHX Text
STA. 46+50.00 - STA. 61+50.00
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
OLD STAGECOACH ROAD (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
AutoCAD SHX Text
47+00
AutoCAD SHX Text
48+00
AutoCAD SHX Text
49+00
AutoCAD SHX Text
50+00
AutoCAD SHX Text
51+00
AutoCAD SHX Text
52+00
AutoCAD SHX Text
53+00
AutoCAD SHX Text
54+00
AutoCAD SHX Text
55+00
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
MATCHLINE ~ STA. 46+50.00 (SEE SHEET 13)
AutoCAD SHX Text
MATCHLINE ~ STA. 61+50.00 (SEE SHEET 15)
AutoCAD SHX Text
56+00
AutoCAD SHX Text
57+00
AutoCAD SHX Text
58+00
AutoCAD SHX Text
59+00
AutoCAD SHX Text
60+00
AutoCAD SHX Text
61+00
AutoCAD SHX Text
MATCHLINE ~ STA. 46+50.00 (SEE SHEET 13)
AutoCAD SHX Text
MATCHLINE ~ STA. 61+50.00 (SEE SHEET 15)
AutoCAD SHX Text
7560
AutoCAD SHX Text
7550
AutoCAD SHX Text
7540
AutoCAD SHX Text
7530
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
7560
AutoCAD SHX Text
7550
AutoCAD SHX Text
7540
AutoCAD SHX Text
7530
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-15.dwg, 7/10/2018 9:05:49 AM, 1:1
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62+00
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63+00
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64+00
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65+00
AutoCAD SHX Text
66+00
AutoCAD SHX Text
67+00
AutoCAD SHX Text
68+00
AutoCAD SHX Text
69+00
AutoCAD SHX Text
70+00
AutoCAD SHX Text
71+00
AutoCAD SHX Text
72+00
AutoCAD SHX Text
73+00
AutoCAD SHX Text
74+00
AutoCAD SHX Text
75+00
AutoCAD SHX Text
76+00
AutoCAD SHX Text
(7550)
AutoCAD SHX Text
(7560)
AutoCAD SHX Text
(7560)
AutoCAD SHX Text
(7570)
AutoCAD SHX Text
(7570)
AutoCAD SHX Text
(7580)
AutoCAD SHX Text
(7580)
AutoCAD SHX Text
(7590)
AutoCAD SHX Text
(7590)
AutoCAD SHX Text
(7590)
AutoCAD SHX Text
(7580)
AutoCAD SHX Text
(7580)
AutoCAD SHX Text
(7570)
AutoCAD SHX Text
(7570)
AutoCAD SHX Text
(7580)
AutoCAD SHX Text
(7570)
AutoCAD SHX Text
(7560)
AutoCAD SHX Text
(7560)
AutoCAD SHX Text
16'
AutoCAD SHX Text
16'
AutoCAD SHX Text
2.00'
AutoCAD SHX Text
SHLD
AutoCAD SHX Text
2.00'
AutoCAD SHX Text
SHLD
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
HP STA. 68+46.24 HIGH POINT CL EL = 7584.92
AutoCAD SHX Text
STA. 75+74.23 POINT OF CURVATURE CL EL = 7574.88
AutoCAD SHX Text
OLD STAGECOACH RD STA. 74+04.83, 35.21' RT = 30" RCP STORM CROSSING STA. 0+64.37 U.S. INV. EL = 7568.50
AutoCAD SHX Text
OLD STAGECOACH RD STA. 74+17.51, 46.44' LT = 30" RCP STORM CROSSING STA. 1+47.00 D.S. INV. EL = 7564.75
AutoCAD SHX Text
PROPOSED DUAL 30" RCP STORM CROSSING (SEE SHEET 40)
AutoCAD SHX Text
LP STA. 74+12.82 LOW POINT CL EL = 7572.92
AutoCAD SHX Text
PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
N52%%D41'25"E
AutoCAD SHX Text
1610.12'
AutoCAD SHX Text
Δ=38%%D46'50"
AutoCAD SHX Text
R=1000.00'
AutoCAD SHX Text
L=676.85'
AutoCAD SHX Text
PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 61+50 - 66+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 66+50 - 76+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA. 62+50 - 66+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 61+50 - 62+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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3.00%%%
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STA. 74+10.30 30" RCP STORM CROSSING 30" INV. EL = 7566.88
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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15
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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OLD STAGECOACH ROAD - MINOR COLLECTOR
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STA. 61+50.00 - STA. 76+50.00
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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OLD STAGECOACH ROAD (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
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62+00
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63+00
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64+00
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65+00
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66+00
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67+00
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68+00
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69+00
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70+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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MATCHLINE ~ STA. 61+50.00 (SEE SHEET 14)
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MATCHLINE ~ STA. 76+50.00 (SEE SHEET 16)
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71+00
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72+00
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73+00
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74+00
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75+00
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76+00
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MATCHLINE ~ STA. 61+50.00 (SEE SHEET 14)
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7560
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7550
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MATCHLINE ~ STA. 76+50.00 (SEE SHEET 16)
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7570
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7580
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7590
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7600
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7560
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7550
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7570
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7580
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7590
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7600
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-16.dwg, 7/10/2018 10:27:32 AM, 1:1
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77+00
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78+00
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79+00
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80+00
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81+00
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82+00
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83+00
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84+00
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85+00
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86+00
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87+00
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88+00
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89+00
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90+00
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91+00
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(7570)
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(7580)
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(7580)
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(7570)
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(7570)
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(7560)
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(7560)
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(7550)
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STA. 81+60.14, 16.00' LT POINT OF TANGENT END TYPICAL SECTION EOA EL = 7576.15
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STA. 81+84.33, 16.00' RT POINT OF TANGENT END TYPICAL SECTION EOA EL = 7575.67
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RUBBLE DRIVE
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(SEE SHEET 35)
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16'
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16'
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2.00'
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SHLD
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2.00'
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SHLD
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UNPLATTED
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LOT 74
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HP STA. 78+64.68 HIGH POINT CL EL = 7581.50
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STA. 84+46.53 POINT OF CURVATURE CL EL = 7570.74
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STA. 82+51.08 POINT OF TANGENCY CL EL = 7574.65
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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UNPLATTED
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UNPLATTED
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UNPLATTED
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LOT 80
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LOT 75
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LOT 79
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RUBBLE DRIVE
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(SEE SHEET 35)
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ROUNDABOUT 4 (SEE SHEET 35)
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STA. 85+61.84 POINT OF TANGENCY CL EL = 7568.44
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CL-CL INTERSECTION STA. 83+51.00 OLD STAGECOACH RD= 83+51.00 OLD STAGECOACH RD= STA. 16+65.38 RUBBLE DR
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STA. 85+61.84, 16.00' RT POINT OF TANGENT BEGIN TYPICAL SECTION EOA EL = 7568.12
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STA. 86+12.44, 16.00' LT POINT OF TANGENT BEGIN TYPICAL SECTION EOA EL = 7567.10
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STA. 91+39.44 POINT OF CURVATURE CL EL = 7556.88
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16'
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16'
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2.00'
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SHLD
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2.00'
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SHLD
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Δ=38%%D46'50"
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R=1000.00'
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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S88%%D31'45"E
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95.53'
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Δ=08°15'31"R=800.00' L=115.31'
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S80%%D16'15"E
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577.59'
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99.92'
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195.45'
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L=676.85'
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(SEE SHEET 35)
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MATCHLINE~STA. 81+60.14
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MATCHLINE ~ STA. 81+84.33
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(SEE SHEET 35)
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(SEE SHEET 35)
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MATCHLINE ~ STA. 86+12.44
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(SEE SHEET 35)
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MATCHLINE ~ STA. 85+61.84
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OLD STAGECOACH RD STA. 82+84.40, 65.46' RT = 30" RCP STORM CROSSING STA. 0+34.52 U.S. INV. EL = 7569.24
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PROPOSED 30" RCP STORM CROSSING (SEE SHEET 41)
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OLD STAGECOACH RD STA. 82+81.01, 58.69' LT = 30" RCP STORM CROSSING STA. 1+58.71 D.S. INV. EL = 7568.00
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 76+50 - 83+00 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 84+00 - 91+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 84+00 - 91+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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STA. 81+84.33 81+84.33 END TYPICAL SECTION FOR RIGHT EOA
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STA. 81+60.14 81+60.14 END TYPICAL SECTION FOR LEFT EOA
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STA. 86+12.44 86+12.44 BEGIN TYPICAL SECTION FOR LEFT EOA
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STA. 85+61.84 85+61.84 BEGIN TYPICAL SECTION FOR RIGHT EOA
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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STA. 82+82.61 30" RCP STORM CROSSING 30" INV. EL = 7568.59
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ROUNDABOUT 4 (SEE SHEET 35)
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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16
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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OLD STAGECOACH ROAD - MINOR COLLECTOR
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STA. 76+50.00 - STA. 91+50.00
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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OLD STAGECOACH ROAD (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
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77+00
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78+00
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79+00
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80+00
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81+00
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82+00
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83+00
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84+00
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85+00
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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N
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MATCHLINE ~ STA. 76+50.00 (SEE SHEET 15)
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MATCHLINE ~ STA. 91+50.00 (SEE SHEET 17)
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86+00
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87+00
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88+00
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89+00
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90+00
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91+00
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MATCHLINE ~ STA. 76+50.00 (SEE SHEET 15)
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7560
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7550
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MATCHLINE ~ STA. 91+50.00 (SEE SHEET 17)
AutoCAD SHX Text
7570
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7580
AutoCAD SHX Text
7590
AutoCAD SHX Text
7600
AutoCAD SHX Text
7560
AutoCAD SHX Text
7550
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
7590
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7600
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MATCHLINE ~ STA. 81+60.14 (SEE SHEET 35)
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MATCHLINE ~ STA. 85+61.84 (SEE SHEET 35)
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MATCHLINE ~ STA. 81+84.33 (SEE SHEET 35)
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MATCHLINE ~ STA. 86+12.44 (SEE SHEET 35)
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-17.dwg, 7/10/2018 10:38:13 AM, 1:1
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(7550)
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(7560)
AutoCAD SHX Text
(7540)
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(7550)
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(7550)
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(7550)
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(7550)
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92+00
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93+00
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94+00
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95+00
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96+00
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97+00
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98+00
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99+00
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100+00
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CL-CL INTERSECTION STA. 100+68.49 OLD STAGECOACH RD = BLACK FOREST ROAD CENTERLINE EX. CL EL = 7548.33
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16'
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16'
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2.00'
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SHLD
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2.00'
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SHLD
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LOT 76
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STA. 100+16.32, 16.00' LT POINT OF CURVE EOA EL = 7547.74
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HP STA. 98+48.59 HIGH POINT CL EL = 7551.20
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STA. 93+42.89 POINT OF TANGENCY CL EL = 7552.82
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LP STA. 95+90.46 LOW POINT CL EL = 7549.16
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12
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BLACK FOREST ROAD
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OLD STAGECOACH RD STA. 94+59.96, 36.84' RT = 36" RCP STORM CROSSING STA. 0+61.45 U.S. INV. EL = 7545.50
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OLD STAGECOACH RD STA. 94+84.47, 42.76' LT = 36" RCP STORM CROSSING STA. 1+44.74 D.S. INV. EL = 7543.08
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PROPOSED 36" RCP STORM CROSSING (SEE SHEET 41)
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PROPOSED 20.00' MOUNTVIEW ELECTRIC EASEMENT
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LOT 75
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LOT 77
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LOT 78
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LOT 79
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TRACT P
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STA. 100+17.30, 16.00' RT POINT OF CURVE EOA EL = 7547.70
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STA. 100+56.66 END ASPHALT CONSTRUCTION EX. EOA EL = 7547.85 (MATCH EXISTING)
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13
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24.00'
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EX. MAT
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Δ=09%%D42'52"
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R=1200.00'
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L=203.46'
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S89%%D59'07"E
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713.77'
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TERRA RIDGE CIRCLE
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TRACT N
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TRACT M
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TRACT Q
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STA. 100+56.32, 56.33' LT END OF CURVE & ASPHALT EX. EOA EL = 7546.47 (MATCH EXISTING)
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MINOR ARTERIAL
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LP STA. 100+22.59 LOW POINT/GRADE BREAK CL EL = 7547.82 (FUTURE MATCH POINT OF FUTURE BLACK FOREST ROAD WIDENING)
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STA. 100+57.30, 55.86' RT END OF CURVE & ASPHALT EX. EOA EL = 7549.17 (MATCH EXISTING)
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OLD STAGECOACH RD STA. 99+25.27, 35.43' RT = 24" RCP STORM CROSSING STA. 0+63.89 U.S. INV. EL = 7546.00
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OLD STAGECOACH RD STA. 99+39.47, 36.89' LT = 24" RCP STORM CROSSING STA. 1+37.59 D.S. INV. EL = 7545.63
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PROPOSED 24" RCP STORM CROSSING (SEE SHEET 41)
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40.00' FUTURE ROADWAY EASEMENT
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20.00' PUBLIC UTILITY & DRAINAGE EASEMENT
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40.00' FUTURE ROADWAY EASEMENT
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20.00' PUBLIC UTILITY & DRAINAGE EASEMENT
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SIDE ROAD DITCH LINING (24" DEPTH) STA: 91+50 - 100+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
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-2.00%%%
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STA. 100+56.66 END ASPHALT CONSTRUCTION EX. EOA EL = 7547.85 (MATCH EXISTING)
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STA. 94+71.30 36" RCP STORM CROSSING 36" INV. EL = 7544.38
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PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
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STA. 99+32.23 24" RCP STORM CROSSING 24" INV. EL = 7545.82
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LP STA. 100+22.59 LOW POINT/GRADE BREAK CL EL = 7547.82 (FUTURE MATCH POINT OF FUTURE BLACK FOREST ROAD WIDENING)
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
17
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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OLD STAGECOACH ROAD - MINOR COLLECTOR
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STA. 91+50.00 - STA. 100+56.66
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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OLD STAGECOACH ROAD (80' ROW - MINOR COLLECTOR) DESIGN SPEED 40 MPH
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92+00
AutoCAD SHX Text
93+00
AutoCAD SHX Text
94+00
AutoCAD SHX Text
95+00
AutoCAD SHX Text
96+00
AutoCAD SHX Text
97+00
AutoCAD SHX Text
98+00
AutoCAD SHX Text
99+00
AutoCAD SHX Text
100+00
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0
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SCALE: 1" =
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50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
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25
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100
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N
AutoCAD SHX Text
MATCHLINE ~ STA. 91+50.00 (SEE SHEET 16)
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MATCHLINE ~ STA. 91+50.00 (SEE SHEET 16)
AutoCAD SHX Text
7560
AutoCAD SHX Text
7550
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
7560
AutoCAD SHX Text
7550
AutoCAD SHX Text
7570
AutoCAD SHX Text
7580
AutoCAD SHX Text
7540
AutoCAD SHX Text
7540
AutoCAD SHX Text
7530
AutoCAD SHX Text
7530
AutoCAD SHX Text
EOA CURVE TABLE
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CURVE
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LENGTH
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RADIUS
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DELTA ANGLE
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12
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63.16'
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40.00'
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90°28'10"
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13
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62.69'
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40.00'
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89°47'53"
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NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-18.dwg, 7/10/2018 10:53:01 AM, 1:1
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7+00
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6+00
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5+00
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4+00
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3+00
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2+00
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1+00
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0+00
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(7430)
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(7430)
AutoCAD SHX Text
(7420)
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(7430)
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7430)
AutoCAD SHX Text
(7430)
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(7440)
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(7440)
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(7410)
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(7440)
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STA. 4+79.28 POINT OF TANGENCY CL EL = 7428.31
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STAGECOACH ROAD
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(SEE SHEET 3)
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14'
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LOT 1 WESTCOTT FIRE STATION NO. 3 REC. NO. 212713192NO. 212713192
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2.00'
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SHLD
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2.00'
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SHLD
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UNPLATTED
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LOT 1
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LOT 2
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LOT 3
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LOT 4
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LOT 5
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TRACT A
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5
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6
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CL-CL INTERSECTION STA. 0+00.00 BILLINGS CT = STA. 9+53.90 STAGECOACH RD CL EL = 7439.64
AutoCAD SHX Text
BILLINGS CT STA. 2+62.90, 40.78' RT = 30" RCP STORM CROSSING STA. 1+42.54 U.S. INV. EL = 7423.30
AutoCAD SHX Text
BILLINGS CT STA. 2+93.45, 72.77' LT = 30" RCP STORM CROSSING STA. 0+24.75 D.S. INV. EL = 7415.39
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PROPOSED 30" RCP STORM CROSSING (SEE SHEET 38)
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STA. 0+00.81 POINT OF CURVATURE CL EL = 7439.62
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STA. 0+16.00 0+16.00 GRADE BREAK CL EL = 7439.33
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STA. 0+38.13, 14.00' LT POINT OF REVERSE CURVE EOA EL = 7438.16
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STA. 0+44.46, 14.00' RT POINT OF COMPOUND CURVE EOA EL = 7437.91
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CL STA. 6+52.60, 14.00' RT = STA. 0+00.00 CUL-DE-SAC POINT OF CURVE EOA EL = 7426.29
AutoCAD SHX Text
CL STA. 6+91.01, 32.00' RT = STA. 0+43.81 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7425.86
AutoCAD SHX Text
CL STA. 7+29.43, 50.00' RT = STA. 0+87.63 CUL-DE-SAC POINT ON CURVE EOA EL = 7425.54
AutoCAD SHX Text
STA. 7+29.43, 0.00' RT CENTER OF CUL-DE-SAC CL EL = 7425.81
AutoCAD SHX Text
CL STA. 7+79.43, 0.00' RT= STA. 1+66.17 CUL-DE-SAC END ASPHALT CONSTRUCTION CL/EOA EL = 7425.31
AutoCAD SHX Text
CL STA. 7+29.43, 50.00' LT = STA. 2+44.71 CUL-DE-SAC POINT ON CURVE EOA EL = 7425.54
AutoCAD SHX Text
CL STA. 6+91.01, 32.00' LT = STA. 2+88.52 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7425.86
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CL STA. 6+52.60, 14.00' LT = STA. 3+32.34 CUL-DE-SAC POINT OF CURVE EOA EL = 7426.29
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14'
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R=50'
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Δ=54%%D49'42"
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R=500.00'
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L=478.47'
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N00%%D00'00"E
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300.15'
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N54°49'42"W0.81'
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14
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15
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16
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0+00
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1+00
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2+00
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3+00
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INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 0+50 - 7+50 (WEST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 4+00 - 6+50 (EAST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 0+50 - 4+00 (EAST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 0+00 - 2+00 (AROUND CUL-DE-SAC) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
CL-CL INTERSECTION STA. 0+00.00 BILLINGS CT = 0+00.00 BILLINGS CT = STA. 9+53.90 STAGECOACH RD CL EL = 7439.64
AutoCAD SHX Text
STA. 0+16.00 0+16.00 GRADE BREAK CL EL = 7439.33
AutoCAD SHX Text
CL STA, 7+79.43 = STA. 1+66.17 CUL-DE-SAC END ASPHALT CONSTRUCTION CL EL = 7425.31
AutoCAD SHX Text
STA. 2+75.53 30" RCP STORM CROSSING 30" INV. EL = 7420.40
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
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EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
CL STA. 7+79.43 = STA. 0+00.00 & STA. 3+32.34 CUL-DE-SAC BEGIN CUL-DE-SAC CONSTRUCTION CL EL = 7426.57
AutoCAD SHX Text
STA. 0+00.00 CUL-DE-SAC= CL STA. 7+79.43 EOA EL = 7426.29
AutoCAD SHX Text
STA. 3+32.34 CUL-DE-SAC = CL STA. 7+79.43 EOA EL = 7426.29
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PROPOSED GRADE @ EDGE OF ASPHALT
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EXISTING GRADE @ EDGE OF ASPHALT
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
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CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
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18
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58
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FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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BILLINGS CT (STA. 0+00.00 - STA. 7+79.43)
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PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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08-11-17
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BILLINGS COURT (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
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0+00
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1+00
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2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
4+00
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5+00
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6+00
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7+00
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0
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SCALE: 1" =
AutoCAD SHX Text
50'
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50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
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7440
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7430
AutoCAD SHX Text
7450
AutoCAD SHX Text
7420
AutoCAD SHX Text
7440
AutoCAD SHX Text
7430
AutoCAD SHX Text
7450
AutoCAD SHX Text
7420
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EOA CURVE TABLE
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CURVE
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LENGTH
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RADIUS
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DELTA ANGLE
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5
AutoCAD SHX Text
37.40'
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25.00'
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85°43'27"
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6
AutoCAD SHX Text
41.45'
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25.00'
AutoCAD SHX Text
95°00'03"
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15
AutoCAD SHX Text
244.71'
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50.00'
AutoCAD SHX Text
280°24'59"
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16
AutoCAD SHX Text
14
AutoCAD SHX Text
43.81'
AutoCAD SHX Text
50.00'
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50°12'29"
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43.81'
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50.00'
AutoCAD SHX Text
50°12'29"
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BILLINGS COURT CUL-DE-SAC EDGE OF ASPHALT PROFILE
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7430
AutoCAD SHX Text
7420
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7430
AutoCAD SHX Text
7420
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-19.dwg, 7/10/2018 11:05:16 AM, 1:1
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0+00
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1+00
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2+00
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3+00
AutoCAD SHX Text
4+00
AutoCAD SHX Text
5+00
AutoCAD SHX Text
6+00
AutoCAD SHX Text
7+00
AutoCAD SHX Text
(7480)
AutoCAD SHX Text
(7490)
AutoCAD SHX Text
(7490)
AutoCAD SHX Text
(7500)
AutoCAD SHX Text
(7510)
AutoCAD SHX Text
(7500)
AutoCAD SHX Text
(7510)
AutoCAD SHX Text
(7520)
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7490)
AutoCAD SHX Text
(7500)
AutoCAD SHX Text
(7510)
AutoCAD SHX Text
(7520)
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
20
AutoCAD SHX Text
CL STA. 1+28.84, 14.00' LT= STA. 0+00.00 CUL-DE-SAC POINT OF TANGENT EOA EL = 7488.77
AutoCAD SHX Text
LOT 20
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TRACT D
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LOT 16
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LOT 17
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LOT 18
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LOT 19
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LOT 21
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LOT 41
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CL STA. 0+90.42, 32.00' RT= STA. 2+88.52 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7487.45
AutoCAD SHX Text
STA. 4+52.49, 14.00' LT POINT OF COMPOUND CURVE END TYPICAL SECTION EOA EL = 7513.34
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R=400.00'
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STA. 2+87.57 POINT OF CURVATURE CL EL = 7498.03
AutoCAD SHX Text
STA. 5+79.83 POINT OF TANGENCY CL EL = 7525.59
AutoCAD SHX Text
STA. 4+50.22, 14.00' RT POINT OF COMPOUND CURVE END TYPICAL SECTION EOA EL = 7513.12
AutoCAD SHX Text
CL STA. 0+90.42, 32.00' LT= STA. 0+43.81 CIUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7487.45
AutoCAD SHX Text
CL STA. 1+28.84, 14.00' RT= STA. 3+32.34 CUL-DE-SAC POINT OF TANGENT EOA EL = 7488.77
AutoCAD SHX Text
CL STA. 0+02.00, 0.00' RT= STA. 1+66.17 CUL-DE-SAC END ASPHALT CONSTRUCTION CL EL = 7485.19
AutoCAD SHX Text
STA. 0+52.00, 0.00' RT CENTER OF CUL-DE-SAC CL EL = 7486.69
AutoCAD SHX Text
CL STA. 0+52.00, 50.00' RT= STA. 2+44.71 CUL-DE-SAC POINT ON CURVE EOA EL = 7486.18
AutoCAD SHX Text
R=50'
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CL STA. 0+52.00, 50.00' LT= STA. 0+87.63 CUL-DE-SAC POINT ON CURVE EOA EL = 7486.18
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N75%%D00'00"E
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S63%%D08'09"E
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135.93'
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CL-CL INTERSECTION STA. 7+15.76 SHORTWALL CT END ROAD ALIGNMENT
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ROUNDABOUT 2 (SEE SHEET 29)
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21
AutoCAD SHX Text
22
AutoCAD SHX Text
MATCHLINE ~ STA. 4+50.22
AutoCAD SHX Text
(SEE SHEET 29)
AutoCAD SHX Text
MATCHLINE ~ STA. 4+52.49
AutoCAD SHX Text
(SEE SHEET 29)
AutoCAD SHX Text
L=292.27'
AutoCAD SHX Text
Δ=41%%D51'51"
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285.57'
AutoCAD SHX Text
(MINOR COLLECTOR)
AutoCAD SHX Text
OLD STAGECOACH ROAD
AutoCAD SHX Text
(SEE SHEET 11)
AutoCAD SHX Text
(MINOR COLLECTOR)
AutoCAD SHX Text
STAGECOACH ROAD
AutoCAD SHX Text
(SEE SHEET 10)
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0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 1+00 - 6+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 0+00 - 3+00 (AROUND CUL-DE-SAC) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
STA. 0+02.00 0+02.00 BEGIN ASPHALT CONSTRUCTION CL EL = 7485.19
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
STA. 4+53.54 4+53.54 END TYPICAL SECTION FOR RIGHT EOA & BEGIN ROUNDABOUT-2 DESIGN
AutoCAD SHX Text
STA. 4+53.57 4+53.57 END TYPICAL SECTION FOR LEFT EOA & BEGIN ROUNDABOUT-2 DESIGN
AutoCAD SHX Text
CL STA. 1+28.84 = STA. 0+00.00 & STA. 3+32.34 CUL-DE-SAC BEGIN CUL-DE-SAC CONSTRUCTION CL EL = 7489.05
AutoCAD SHX Text
CL-CL INTERSECTION STA. 7+15.76 OLD STAGECOACH ROAD END ROAD ALIGNMENT CL EL = 7532.00
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
10.00%%%
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STA. 0+00.00 CUL-DE-SAC= CL STA. 1+28.84 EOA EL = 7488.77
AutoCAD SHX Text
PROPOSED GRADE @ EDGE OF ASPHALT
AutoCAD SHX Text
EXISTING GRADE @ EDGE OF ASPHALT
AutoCAD SHX Text
STA. 3+32.34 CUL-DE-SAC= CL STA. 1+28.84 EOA EL = 7488.77
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
(H) 1"=
AutoCAD SHX Text
(V) 1"=
AutoCAD SHX Text
(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
19
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
OLD STAGECOACH ROAD - RURAL LOCAL
AutoCAD SHX Text
(STA. 0+02.00 - STA.4+52.00)
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
OLD STAGECOACH ROAD (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
4+00
AutoCAD SHX Text
5+00
AutoCAD SHX Text
6+00
AutoCAD SHX Text
7+00
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
7510
AutoCAD SHX Text
7500
AutoCAD SHX Text
7520
AutoCAD SHX Text
7490
AutoCAD SHX Text
7480
AutoCAD SHX Text
7530
AutoCAD SHX Text
7510
AutoCAD SHX Text
7500
AutoCAD SHX Text
7520
AutoCAD SHX Text
7490
AutoCAD SHX Text
7480
AutoCAD SHX Text
7530
AutoCAD SHX Text
7510
AutoCAD SHX Text
7520
AutoCAD SHX Text
7530
AutoCAD SHX Text
7500
AutoCAD SHX Text
7540
AutoCAD SHX Text
7550
AutoCAD SHX Text
7510
AutoCAD SHX Text
7520
AutoCAD SHX Text
7530
AutoCAD SHX Text
7500
AutoCAD SHX Text
7540
AutoCAD SHX Text
7550
AutoCAD SHX Text
EOA CURVE TABLE
AutoCAD SHX Text
CURVE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
DELTA ANGLE
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
244.71'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
280°24'59"
AutoCAD SHX Text
22
AutoCAD SHX Text
43.81'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
50°12'29"
AutoCAD SHX Text
43.81'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
50°12'29"
AutoCAD SHX Text
MATCHLINE ~ STA. 4+52.49 (SEE SHEET 29)
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
7490
AutoCAD SHX Text
7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
7480
AutoCAD SHX Text
OLD STAGECOACH ROAD CUL-DE-SAC EDGE OF ASPHALT PROFILE
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-20.dwg, 7/10/2018 11:15:15 AM, 1:1
AutoCAD SHX Text
43+00
AutoCAD SHX Text
44+00
AutoCAD SHX Text
45+00
AutoCAD SHX Text
46+00
AutoCAD SHX Text
47+00
AutoCAD SHX Text
48+00
AutoCAD SHX Text
49+00
AutoCAD SHX Text
50+00
AutoCAD SHX Text
51+00
AutoCAD SHX Text
52+00
AutoCAD SHX Text
53+00
AutoCAD SHX Text
54+00
AutoCAD SHX Text
55+00
AutoCAD SHX Text
(7610)
AutoCAD SHX Text
(7600)
AutoCAD SHX Text
(7590)
AutoCAD SHX Text
(7600)
AutoCAD SHX Text
(7610)
AutoCAD SHX Text
(7600)
AutoCAD SHX Text
(7590)
AutoCAD SHX Text
(7590)
AutoCAD SHX Text
(7580)
AutoCAD SHX Text
STA. 54+52.30, 14.00' LT POINT OF CURVE END TYPICAL SECTION LT EOA EL = 7591.36
AutoCAD SHX Text
STA. 49+48.21 POINT OF TANGENCY CL EL = 7606.21
AutoCAD SHX Text
OLD STAGECOACH ROAD
AutoCAD SHX Text
(SEE SHEET 12)
AutoCAD SHX Text
HP STA. 47+12.72 HIGH POINT CL EL = 7607.25
AutoCAD SHX Text
STA. 45+51.97 POINT OF REVERSE CURVE CL EL = 7606.07
AutoCAD SHX Text
TRACT K
AutoCAD SHX Text
LOT 32
AutoCAD SHX Text
TRACT L
AutoCAD SHX Text
LOT 31
AutoCAD SHX Text
LOT 30
AutoCAD SHX Text
LOT 29
AutoCAD SHX Text
LOT 27
AutoCAD SHX Text
LOT 26
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
STA. 53+82.35, 14.00' RT POINT OF CURVE END TYPICAL SECTION RT EOA EL = 7594.16
AutoCAD SHX Text
STA. 42+83.06, 0.00' RT BEGIN ASPHALT CONSTRUCTION CL EL = 7602.50
AutoCAD SHX Text
STA. 42+83.06, 14.00' LT BEGIN TYPICAL SECTION EOA EL = 7602.22
AutoCAD SHX Text
CL-CL INTERSECTION STA. 55+59.74 ALLEN RANCH RD = STA. 28+99.15 OLD STAGECOACH RD (MINOR COLLECTOR)
AutoCAD SHX Text
OLD STAGECOACH ROAD
AutoCAD SHX Text
(SEE SHEET 12)
AutoCAD SHX Text
Δ=30%%D48'52"
AutoCAD SHX Text
R=500.00'
AutoCAD SHX Text
L=268.91'
AutoCAD SHX Text
Δ=22%%D42'11"
AutoCAD SHX Text
R=1000.00'
AutoCAD SHX Text
L=396.24'
AutoCAD SHX Text
N03%%D38'37"W
AutoCAD SHX Text
ROUNDABOUT-3 SEE SHEET 32
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
STA. 42+83.06, 14.00' RT BEGIN TYPICAL SECTION EOA EL = 7602.22
AutoCAD SHX Text
(7600)
AutoCAD SHX Text
(7590)
AutoCAD SHX Text
R=50'
AutoCAD SHX Text
PROPOSED TEMPORARY GRAVEL CUL-DE-SAC TURN AROUND PER ECM MANUAL
AutoCAD SHX Text
611.52'
AutoCAD SHX Text
MATCHLINE ~ STA. 53+82.35
AutoCAD SHX Text
(SEE SHEET 32)
AutoCAD SHX Text
(SEE SHEET 32)
AutoCAD SHX Text
MATCHLINE ~ STA. 54+52.30
AutoCAD SHX Text
INSTALL TYPE 3 TEMPORARY BARRICADE
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 43+00 - 51+00 (EAST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 51+00 - 55+00 (WEST SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 43+00 - 51+00 (WEST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 51+00 - 55+00 (EAST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
STA. 42+83.06 BEGIN ASPHALT CONSTRUCTION CL EL = 7602.50
AutoCAD SHX Text
STA. 53+82.35 END TYPICAL SECTION FOR LEFT EOA & BEGIN ROUNDABOUT-3 DESIGN
AutoCAD SHX Text
STA. 54+52.30 END TYPICAL SECTION FOR RIGHT EOA & BEGIN ROUNDABOUT-3 DESIGN
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
AutoCAD SHX Text
SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
20
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
ALLEN RANCH ROAD
AutoCAD SHX Text
(STA. 42+83.06 - STA. 54+52.30)
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
ALLEN RANCH ROAD (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
AutoCAD SHX Text
43+00
AutoCAD SHX Text
44+00
AutoCAD SHX Text
45+00
AutoCAD SHX Text
46+00
AutoCAD SHX Text
47+00
AutoCAD SHX Text
48+00
AutoCAD SHX Text
49+00
AutoCAD SHX Text
50+00
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
7610
AutoCAD SHX Text
7600
AutoCAD SHX Text
7620
AutoCAD SHX Text
7590
AutoCAD SHX Text
7580
AutoCAD SHX Text
51+00
AutoCAD SHX Text
52+00
AutoCAD SHX Text
53+00
AutoCAD SHX Text
54+00
AutoCAD SHX Text
55+00
AutoCAD SHX Text
7610
AutoCAD SHX Text
7600
AutoCAD SHX Text
7620
AutoCAD SHX Text
7590
AutoCAD SHX Text
7580
AutoCAD SHX Text
42+00
AutoCAD SHX Text
MATCHLINE ~ STA. 53+82.35 (SEE SHEET 32)
AutoCAD SHX Text
MATCHLINE ~ STA. 54+52.30 (SEE SHEET 32)
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-21.dwg, 7/10/2018 11:32:02 AM, 1:1
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
20+00
AutoCAD SHX Text
21+00
AutoCAD SHX Text
22+00
AutoCAD SHX Text
23+00
AutoCAD SHX Text
24+00
AutoCAD SHX Text
25+00
AutoCAD SHX Text
26+00
AutoCAD SHX Text
27+00
AutoCAD SHX Text
28+00
AutoCAD SHX Text
29+00
AutoCAD SHX Text
STA. 20+08.47 POINT OF TANGENCY CL EL = 7387.96
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
TRACT I
AutoCAD SHX Text
STA. 25+94.20 POINT OF CURVATURE CL EL = 7427.92
AutoCAD SHX Text
PROPOSED DUAL 60" RCP STORM CROSSING (SEE SHEET 52)
AutoCAD SHX Text
LP STA. 18+94.12 LOW POINT CL EL = 7386.20
AutoCAD SHX Text
LOT 71
AutoCAD SHX Text
TRACT J
AutoCAD SHX Text
LOT 70
AutoCAD SHX Text
LOT 69
AutoCAD SHX Text
LOT 68
AutoCAD SHX Text
STA. 28+60.12 POINT OF TANGENCY CL EL = 7435.71
AutoCAD SHX Text
STA. 14+35.91, 14.00' RT 14+35.91, 14.00' RT BEGIN TYPICAL SECTION EOA EL = 7402.77
AutoCAD SHX Text
STA. 14+35.91, 14.00' LT 14+35.91, 14.00' LT BEGIN TYPICAL SECTION EOA EL = 7402.77
AutoCAD SHX Text
STA. 14+35.91, 0.00' RT 14+35.91, 0.00' RT BEGIN ASPHALT CONSTRUCTION CL EL = 7403.05
AutoCAD SHX Text
Δ=59%%D38'44"
AutoCAD SHX Text
R=550.00'
AutoCAD SHX Text
L=572.56'
AutoCAD SHX Text
N08%%D27'00"E
AutoCAD SHX Text
585.73'
AutoCAD SHX Text
Δ=25%%D23'37"
AutoCAD SHX Text
R=600.00'
AutoCAD SHX Text
L=265.92'
AutoCAD SHX Text
N16%%D56'37"W
AutoCAD SHX Text
412.79'
AutoCAD SHX Text
LOT 81
AutoCAD SHX Text
16+00
AutoCAD SHX Text
15+00
AutoCAD SHX Text
(7410)
AutoCAD SHX Text
(7410)
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7410)
AutoCAD SHX Text
(7410)
AutoCAD SHX Text
(7400)
AutoCAD SHX Text
(7400)
AutoCAD SHX Text
(7390)
AutoCAD SHX Text
(7390)
AutoCAD SHX Text
(7390)
AutoCAD SHX Text
(7390)
AutoCAD SHX Text
(7380)
AutoCAD SHX Text
(7390)
AutoCAD SHX Text
(7400)
AutoCAD SHX Text
(7400)
AutoCAD SHX Text
(7400)
AutoCAD SHX Text
(7410)
AutoCAD SHX Text
(7410)
AutoCAD SHX Text
(7410)
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7430)
AutoCAD SHX Text
(7430)
AutoCAD SHX Text
PROPOSED 24" RCP STORM CROSSING (SEE SHEET 52)
AutoCAD SHX Text
R=50'
AutoCAD SHX Text
PROPOSED TEMPORARY GRAVEL CUL-DE-SAC TURN AROUND PER ECM MANUAL
AutoCAD SHX Text
INSTALL TYPE 3 TEMPORARY BARRICADE
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 14+35 - 21+00 (WEST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 21+00 - 25+00 (WEST SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 25+00 - 29+00 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 14+35 - 21+00 (EAST SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 21+00 - 25+00 (EAST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
STA. 14+35.91 BEGIN ASPHALT CONSTRUCTION CL EL = 7403.05
AutoCAD SHX Text
STA. 19+04.69 24" RCP STORM CROSSING 24" INV. EL = 7380.82
AutoCAD SHX Text
STA. 20+56.52 DUAL 60" RCP STORM CROSSING DUAL 60" INV. EL = 7381.95
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
-4.50%%%
AutoCAD SHX Text
5.98%%%
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
(H) 1"=
AutoCAD SHX Text
(V) 1"=
AutoCAD SHX Text
(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
21
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
QUARTZ CREEK DRIVE
AutoCAD SHX Text
(STA. 14+35.91 - STA. 29+00.00)
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
QUARTZ CREEK DRIVE (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
20+00
AutoCAD SHX Text
21+00
AutoCAD SHX Text
22+00
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
MATCHLINE ~ STA. 29+00.00 (SEE SHEET 22)
AutoCAD SHX Text
MATCHLINE ~ STA. 29+00.00 (SEE SHEET 22)
AutoCAD SHX Text
7400
AutoCAD SHX Text
7390
AutoCAD SHX Text
7410
AutoCAD SHX Text
7380
AutoCAD SHX Text
7370
AutoCAD SHX Text
7420
AutoCAD SHX Text
23+00
AutoCAD SHX Text
24+00
AutoCAD SHX Text
25+00
AutoCAD SHX Text
26+00
AutoCAD SHX Text
27+00
AutoCAD SHX Text
28+00
AutoCAD SHX Text
29+00
AutoCAD SHX Text
7400
AutoCAD SHX Text
7390
AutoCAD SHX Text
7410
AutoCAD SHX Text
7380
AutoCAD SHX Text
7370
AutoCAD SHX Text
7420
AutoCAD SHX Text
7410
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7410
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
16+00
AutoCAD SHX Text
15+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
13+00
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-22.dwg, 7/10/2018 12:09:10 PM, 1:1
AutoCAD SHX Text
33+00
AutoCAD SHX Text
34+00
AutoCAD SHX Text
STA. 34+52.45 POINT OF TANGENCY CL EL = 7432.24
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
TRACT H
AutoCAD SHX Text
STA. 32+72.92 POINT OF CURVATURE CL EL = 7440.85
AutoCAD SHX Text
(7430)
AutoCAD SHX Text
9
AutoCAD SHX Text
STA. 34+76.45 34+76.45 GRADE BREAK CL EL = 7431.28
AutoCAD SHX Text
SHORTWALL DRIVE
AutoCAD SHX Text
(SEE SHEET 9)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7440)
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
LOT 67
AutoCAD SHX Text
TRACT G
AutoCAD SHX Text
TRACT F
AutoCAD SHX Text
STA. 34+51.56, 14.00' RT POINT OF REVERSE CURVE EOA EL = 7432.00
AutoCAD SHX Text
Δ=34%%D17'17"
AutoCAD SHX Text
R=300.00'
AutoCAD SHX Text
L=179.53'
AutoCAD SHX Text
N51°13'54"W40.00'
AutoCAD SHX Text
29+00
AutoCAD SHX Text
30+00
AutoCAD SHX Text
31+00
AutoCAD SHX Text
32+00
AutoCAD SHX Text
HP STA. 31+09.88 HIGH POINT CL EL = 7447.18
AutoCAD SHX Text
LOT 68
AutoCAD SHX Text
LOT 68
AutoCAD SHX Text
CL-CL INTERSECTION STA. 34+92.45 QUARTZ CREEK DR= STA. 2+22.70 SHORTWALL DR CL EL = 7431.60
AutoCAD SHX Text
412.79'
AutoCAD SHX Text
S16%%D56'37"E
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7430)
AutoCAD SHX Text
(7440)
AutoCAD SHX Text
(7440)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
INSTALL TYPE 3 PERMANENT BARRICADE
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 29+00 - 34+92 (WEST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 29+00 - 34+50 (EAST SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
CL-CL INTERSECTION 34+92.45 QUARTZ CREEK DR= STA. 2+22.70 MILAM RD 2+22.70 MILAM RD CL EL = 7431.60
AutoCAD SHX Text
STA. 34+76.45 34+76.45 GRADE BREAK CL EL = 7431.60
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
(H) 1"=
AutoCAD SHX Text
(V) 1"=
AutoCAD SHX Text
(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
22
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
QUARTZ CREEK DRIVE
AutoCAD SHX Text
(STA. 29+00.00-STA. 34+92.45)
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
QUARTZ CREEK DRIVE (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
AutoCAD SHX Text
33+00
AutoCAD SHX Text
34+00
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
MATCHLINE ~ STA. 29+00.00 (SEE SHEET 21)
AutoCAD SHX Text
7410
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7410
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
MATCHLINE ~ STA. 29+00.00 (SEE SHEET 21)
AutoCAD SHX Text
EOA CURVE TABLE
AutoCAD SHX Text
CURVE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
DELTA ANGLE
AutoCAD SHX Text
9
AutoCAD SHX Text
39.20'
AutoCAD SHX Text
25.00'
AutoCAD SHX Text
89°49'52"
AutoCAD SHX Text
32+00
AutoCAD SHX Text
31+00
AutoCAD SHX Text
30+00
AutoCAD SHX Text
29+00
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-22A.dwg, 7/10/2018 12:24:57 PM, 1:1
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
4+00
AutoCAD SHX Text
5+00
AutoCAD SHX Text
6+00
AutoCAD SHX Text
7+00
AutoCAD SHX Text
8+00
AutoCAD SHX Text
9+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+00
AutoCAD SHX Text
LONGWALL DR STA. 7+80.33, 27.68' RT = DUAL 18" RCP STORM CROSSING STA. 1+29.85 D.S. INV. EL = 7466.66
AutoCAD SHX Text
LONGWALL DR STA. 7+58.28, 29.99' LT = DUAL 18" RCP STORM CROSSING STA. 0+68.11 U.S. INV. EL = 7465.95
AutoCAD SHX Text
PROPOSED DUAL 18" RCP STORM CROSSING (SEE SHEET 42)
AutoCAD SHX Text
HP STA. 3+66.30 HIGH POINT CL EL = 7478.09
AutoCAD SHX Text
CL-CL INTERSECTION STA. 8+68.53 LONGWALL DR = STA. 8+98.53 GOLD RUN CT CL EL = 7470.25
AutoCAD SHX Text
STA. 4+29.45 POINT OF TANGENCY CL EL = 7477.14
AutoCAD SHX Text
STA. 2+19.24 POINT OF CURVATURE CL EL = 7476.72
AutoCAD SHX Text
CL STA. 1+02.00, 0.00' RT= STA. 1+67.92 CUL-DE-SAC BEGIN ASPHALT CONSTRUCTION CL EL = 7475.55
AutoCAD SHX Text
CL STA. 1+52.00, 0.00' RT CENTER OF CUL-DE-SAC CL EL = 7476.05
AutoCAD SHX Text
R=50'
AutoCAD SHX Text
CL STA. 1+52.00, 50.00' LT= STA. 0+89.38 CUL-DE-SAC POINT ON CURVE EOA EL = 7475.78
AutoCAD SHX Text
STA. 1+90.47, 31.94' RT= STA. 2+90.36 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7476.10
AutoCAD SHX Text
CL STA. 1+90.34, 32.09' LT= STA. 0+45.69 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7476.11
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7480)
AutoCAD SHX Text
(7480)
AutoCAD SHX Text
(7480)
AutoCAD SHX Text
GOLD RUN COURT
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(SEE SHEET 24)
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LOT 58
AutoCAD SHX Text
LOT 57
AutoCAD SHX Text
LOT 59
AutoCAD SHX Text
LOT 56
AutoCAD SHX Text
LOT 60
AutoCAD SHX Text
LOT 46
AutoCAD SHX Text
LOT 65
AutoCAD SHX Text
STA. 1+52.00, 50.00' RT= STA. 2+46.46 CUL-DE-SAC POINT ON CURVE EOA EL = 7475.77
AutoCAD SHX Text
CL STA. 2+27.24, 14.00' RT= STA. 3+32.93 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7476.52
AutoCAD SHX Text
CL STA. 2+31.24, 14.00' LT= STA. 0+00.00 CUL-DE-SAC POINT OF COMPOUND CURVE EOA EL = 7476.56
AutoCAD SHX Text
STA. 6+28.98 POINT OF CURVATURE CL EL = 7472.15
AutoCAD SHX Text
LP STA. 7+79.54 LOW POINT CL EL = 7469.55
AutoCAD SHX Text
STA. 7+87.74 POINT OF TANGENCY CL EL = 7469.55
AutoCAD SHX Text
STA. 7+89.66 POINT OF CURVATURE CL EL = 7469.56
AutoCAD SHX Text
STA. 8+36.09, 14.00' RT POINT OF REVERSE CURVE EOA EL = 7469.65
AutoCAD SHX Text
STA. 8+32.78, 14.00' LT POINT OF COMPOUND CURVE EOA EL = 7469.61
AutoCAD SHX Text
HP STA. 8+97.44 HIGH POINT CL EL = 7470.44
AutoCAD SHX Text
STA. 9+04.28, 14.00' LT POINT OF COMPOUND CURVE EOA EL = 7470.15
AutoCAD SHX Text
STA. 9+00.97, 14.00' RT POINT OF REVERSE CURVE EOA EL = 7470.16
AutoCAD SHX Text
STA. 10+20.92 POINT OF TANGENCY CL EL = 7467.03
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
26
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27
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28
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29
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N34%%D58'27"W
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117.24'
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Δ=40%%D08'54"
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R=300.00'
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L=210.22'
AutoCAD SHX Text
N75%%D07'21"W
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199.53'
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Δ=30%%D19'12"
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R=300.00'
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L=158.75'
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N44°48'10"W1.92'
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Δ=18%%D55'43"
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R=700.00'
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L=231.26'
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L=78.87'
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L=152.39'
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N63%%D43'53"W
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447.65'
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1+00
AutoCAD SHX Text
0+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
STA. 10+20.92, 14.00' LT BEGIN TRANS. EOA EL = 7466.75
AutoCAD SHX Text
STA. 10+45.92, 26.00' LT END TRANS. EOA EL = 7465.50
AutoCAD SHX Text
STA. 10+95.92, 14.00' LT END TRANS. EOA EL = 7463.80
AutoCAD SHX Text
STA. 10+70.92, 26.00' LT BEGIN TRANS. EOA EL = 7464.50
AutoCAD SHX Text
FIRE PULL-OFF
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 2+00 - 8+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 2+00 - 8+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 1+50 - 3+00 (AROUND CUL-DE-SAC) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 9+00 - 11+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 9+00 - 11+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
STA. 1+02.00 1+02.00 BEGIN ASPHALT CONSTRUCTION CL EL = 7475.55
AutoCAD SHX Text
CL-CL INTERSECTION STA. 8+68.53 LONGWALL DR = 8+68.53 LONGWALL DR = STA. 8+98.53 GOLD RUN CT 8+98.53 GOLD RUN CT CL EL = 7470.25
AutoCAD SHX Text
-3.00%%%
AutoCAD SHX Text
STA. 7+68.61 DUAL 18" RCP STORM CROSSING DUAL 18" INV. EL = 7466.32
AutoCAD SHX Text
CL STA. 2+27.24 = STA. 3+32.93 CUL-DE-SAC BEGIN CUL-DE-SAC CONSTRUCTION CL EL = 7476.80
AutoCAD SHX Text
CL STA. 2+31.24 = STA. 0+00.00 CUL-DE-SAC BEGIN CUL-DE-SAC CONSTRUCTION CL EL = 7476.84
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
STA. 0+00.00 CUL-DE-SAC= CL STA. 2+31.24 EOA EL = 7476.56
AutoCAD SHX Text
STA. 3+32.93 CUL-DE-SAC = CL STA. 2+27.24 EOA EL = 7476.52
AutoCAD SHX Text
PROPOSED GRADE @ EDGE OF ASPHALT
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EXISTING GRADE @ EDGE OF ASPHALT
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JOB NO.
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SHEET OF
AutoCAD SHX Text
NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1096.11
AutoCAD SHX Text
22A
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
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STREET IMPROVEMENT PLAN
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LONGWALL DRIVE
AutoCAD SHX Text
(STA. 1+02.00 - STA. 11+50.00)
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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1
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REVISED PER FIRE DISTRICT REQUEST
AutoCAD SHX Text
5-10-18
AutoCAD SHX Text
08-11-17
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1+00
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MATCHLINE ~ STA. 11+50.00 (SEE SHEET 23)
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2+00
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3+00
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4+00
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5+00
AutoCAD SHX Text
6+00
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7+00
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8+00
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9+00
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10+00
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11+00
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7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7470
AutoCAD SHX Text
7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
7500
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7470
AutoCAD SHX Text
7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
7500
AutoCAD SHX Text
0
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SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
LONGWALL DRIVE (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
AutoCAD SHX Text
MATCHLINE ~ STA. 11+50.00 (SEE SHEET 23)
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EOA CURVE TABLE
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CURVE
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LENGTH
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RADIUS
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DELTA ANGLE
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23
AutoCAD SHX Text
42.57'
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50.00'
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48°46'35"
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24
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244.67'
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50.00'
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280°22'18"
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25
AutoCAD SHX Text
45.69'
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50.00'
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52°21'37"
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26
AutoCAD SHX Text
30.49'
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20.00'
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87°20'42"
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27
AutoCAD SHX Text
32.44'
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20.00'
AutoCAD SHX Text
92°55'35"
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28
AutoCAD SHX Text
30.49'
AutoCAD SHX Text
20.00'
AutoCAD SHX Text
87°20'42"
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29
AutoCAD SHX Text
32.44'
AutoCAD SHX Text
20.00'
AutoCAD SHX Text
92°55'35"
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7470
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7480
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7470
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7480
AutoCAD SHX Text
LONGWALL DRIVE CUL-DE-SAC EDGE OF ASPHALT PROFILE
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-23.dwg, 7/10/2018 12:57:07 PM, 1:1
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12+00
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13+00
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14+00
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15+00
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
19+00
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20+00
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21+00
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22+00
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23+00
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SHORTWALL DRIVE
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(SEE SHEET 9)
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LOT 67
AutoCAD SHX Text
STA. 14+68.57 POINT OF CURVATURE CL EL = 7458.92
AutoCAD SHX Text
STA. 19+33.09 POINT OF TANGENCY CL EL = 7471.75
AutoCAD SHX Text
LONGWALL DR STA. 13+67.09, 57.11' LT = TRIPLE 24" RCP STORM CROSSING STA. 0+31.61 D.S. INV. EL = 7448.18
AutoCAD SHX Text
LONGWALL DR STA. 14+28.63, 36.28' RT = TRIPLE 24" RCP STORM CROSSING STA. 1+43.45 U.S. INV. EL = 7452.57
AutoCAD SHX Text
PROPOSED TRIPLE 24" RCP STORM CROSSING (SEE SHEET 42)
AutoCAD SHX Text
LP STA. 13+61.11 LOW POINT CL EL = 7457.73
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
CL-CL INTERSECTION STA. 23+05.92 LONGWALL DR = STA. 7+30.35 SHORTWALL DR CL EL = 7456.90
AutoCAD SHX Text
STA. 22+64.92, 14.00' RT POINT OF CURVE EOA EL = 7457.30
AutoCAD SHX Text
STA. 22+64.92, 14.00' LT POINT OF CURVE EOA EL = 7457.30
AutoCAD SHX Text
STA. 22+89.92 22+89.92 GRADE BREAK CL EL = 7456.58
AutoCAD SHX Text
10
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7480)
AutoCAD SHX Text
(7490)
AutoCAD SHX Text
(7480)
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
*LOT 66
AutoCAD SHX Text
TRACT R
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*LOT 45
AutoCAD SHX Text
LOT 72
AutoCAD SHX Text
TRACT F
AutoCAD SHX Text
TRACT L
AutoCAD SHX Text
LOT 46
AutoCAD SHX Text
LOT 65
AutoCAD SHX Text
HP STA. 19+39.44 HIGH POINT CL EL = 7471.76
AutoCAD SHX Text
STA. 17+33.56 POINT OF REVERSE CURVE CL EL = 7463.83
AutoCAD SHX Text
11
AutoCAD SHX Text
LONGWALL DR STA. 22+62.71, 31.94' RT = DUAL 24" RCP STORM CROSSING STA. 1+32.09 U.S. INV. EL = 7453.37
AutoCAD SHX Text
LONGWALL DR STA. 22+69.02, 33.72' LT = DUAL 24" RCP STORM CROSSING STA. 0+66.12 D.S. INV. EL = 7452.72
AutoCAD SHX Text
PROPOSED DUAL 24" RCP STORM CROSSING (SEE SHEET 42)
AutoCAD SHX Text
N63%%D43'53"W
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447.65'
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Δ=50%%D36'31"
AutoCAD SHX Text
R=300.00'
AutoCAD SHX Text
L=264.99'
AutoCAD SHX Text
R=300.00'
AutoCAD SHX Text
Δ=38%%D06'32"
AutoCAD SHX Text
L=199.54'
AutoCAD SHX Text
N51%%D13'54"W
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372.83'
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DRIVEWAY REQUIREMENTS: ACCESS TO LONGWALL DR. MUST BE INSTALLED BETWEEN STA: 19+00 - 20+00 TO MEET SIGHT DISTANCE CRITERIA
AutoCAD SHX Text
DRIVEWAY REQUIREMENTS: ACCESS TO LONGWALL DR. MUST BE INSTALLED BETWEEN STA: 19+00 - 20+00 TO MEET SIGHT DISTANCE CRITERIA
AutoCAD SHX Text
STOP
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M.P.H.
AutoCAD SHX Text
25
AutoCAD SHX Text
M.P.H.
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25
AutoCAD SHX Text
200' SSD (LOT 45)
AutoCAD SHX Text
200' SSD (LOT 45)
AutoCAD SHX Text
200' SSD (LOT 66)
AutoCAD SHX Text
200' SSD (LOT 66)
AutoCAD SHX Text
Long Wall Drive
AutoCAD SHX Text
STREET NAME PLAQUES
AutoCAD SHX Text
NO OUTLET
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W14-2aR & W14-2aL
AutoCAD SHX Text
Shortwall Drive
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
R1-1
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 11+50 - 21+00 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 11+50 - 16+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 16+50 - 22+50 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 21+00 - 22+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
STA. 14+04.72 TRIPLE 24" RCP STORM CROSSING TRIPLE 24" INV. EL = 7450.86
AutoCAD SHX Text
CL-CL INTERSECTION STA. 23+05.92 LONGWALL DR = 23+05.92 LONGWALL DR = STA. 7+30.35 SHORTWALL DR 7+30.35 SHORTWALL DR CL EL = 7456.90
AutoCAD SHX Text
STA. 22+89.92 22+89.92 GRADE BREAK CL EL = 7456.58
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
200' SSD (LOT 45)
AutoCAD SHX Text
200' SSD (LOT 45)
AutoCAD SHX Text
200' SSD (LOT 66)
AutoCAD SHX Text
200' SSD (LOT 66)
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
AutoCAD SHX Text
REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
23
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
LONGWALL DRIVE
AutoCAD SHX Text
(STA. 11+50.00-STA. 23+05.92)
AutoCAD SHX Text
PRA
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PRA
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50'
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5'
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MARC A. WHORTON, COLORADO P.E. #37155
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1
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REVISED PER COUNTY DEVIATION COMMENTS
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5-2-18
AutoCAD SHX Text
08-11-17
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12+00
AutoCAD SHX Text
13+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
15+00
AutoCAD SHX Text
MATCHLINE ~ STA. 11+50.00 (SEE SHEET 22A)
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7470
AutoCAD SHX Text
7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7470
AutoCAD SHX Text
7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
0
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SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
LONGWALL DRIVE (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
AutoCAD SHX Text
MATCHLINE ~ STA. 11+50.00 (SEE SHEET 22A)
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
20+00
AutoCAD SHX Text
21+00
AutoCAD SHX Text
22+00
AutoCAD SHX Text
7440
AutoCAD SHX Text
7440
AutoCAD SHX Text
23+00
AutoCAD SHX Text
EOA CURVE TABLE
AutoCAD SHX Text
CURVE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
DELTA ANGLE
AutoCAD SHX Text
10
AutoCAD SHX Text
39.27'
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25.00'
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90°00'00"
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11
AutoCAD SHX Text
39.23'
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25.00'
AutoCAD SHX Text
89°53'50"
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ENTERING SIGHT DISTANCE FOR DRIVEWAYS (LOTS 45 & 66) SEE SPECIFIC LOCATION REQUIREMENTS FOR EACH LOT REFERENCE ECM TABLES 2-34, 2-35 & 2-36 REDUCED POSTED SPEED TO 25 MPH DESIGN VEHICLE: RESIDENTIAL, NON-SCHOOL BUS ROUTE ADJUSTMENT FACTOR OF 0.80 FOR UPGRADE 5%-7.5% REQUIRED ENTERING SITE DISTANCE OF 200' FOR EACH LOT
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-24.dwg, 7/10/2018 1:18:38 PM, 1:1
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
STA. 8+41.22 POINT OF TANGENCY CL EL = 7468.24
AutoCAD SHX Text
LOT 63
AutoCAD SHX Text
STA. 6+15.88 POINT OF CURVATURE CL EL = 7454.67
AutoCAD SHX Text
LONGWALL DRIVE
AutoCAD SHX Text
(SEE SHEET 22A)
AutoCAD SHX Text
CL STA. 2+28.84, 14.00' LT= STA. 0+00.00 CUL-DE-SAC POINT OF CURVE EOA EL = 7428.33
AutoCAD SHX Text
(7420)
AutoCAD SHX Text
(7430)
AutoCAD SHX Text
(7430)
AutoCAD SHX Text
(7440)
AutoCAD SHX Text
(7440)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7450)
AutoCAD SHX Text
(7460)
AutoCAD SHX Text
(7470)
AutoCAD SHX Text
(7480)
AutoCAD SHX Text
(7480)
AutoCAD SHX Text
(7490)
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1+00
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2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
4+00
AutoCAD SHX Text
5+00
AutoCAD SHX Text
6+00
AutoCAD SHX Text
7+00
AutoCAD SHX Text
8+00
AutoCAD SHX Text
9+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+00
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12+00
AutoCAD SHX Text
LOT 62
AutoCAD SHX Text
LOT 61
AutoCAD SHX Text
LOT 60
AutoCAD SHX Text
LOT 64
AutoCAD SHX Text
LOT 65
AutoCAD SHX Text
LOT 46
AutoCAD SHX Text
LOT 47
AutoCAD SHX Text
LOT 56
AutoCAD SHX Text
CL STA. 1+02.00, 0.00' RT= STA. 1+66.17 CUL-DE-SAC BEGIN ASPHALT CONSTRUCTION CL/EOA EL = 7424.53
AutoCAD SHX Text
CL STA. 1+52.00, 0.00' RT CENTER OF CUL-DE-SAC CL EL = 7426.03
AutoCAD SHX Text
R=50'
AutoCAD SHX Text
CL STA. 1+52.00, 50.00' RT= STA. 2+44.71 CUL-DE-SAC POINT ON CURVE EOA EL = 7425.70
AutoCAD SHX Text
CL STA. 1+52.00, 50.00' LT= STA. 0+87.63 CUL-DE-SAC POINT ON CURVE EOA EL = 7425.70
AutoCAD SHX Text
CL STA. 1+90.42, 32.00' RT= STA. 2+88.52 CUL-SE-SAC POINT OF REVERSE CURVE EOA EL = 7427.02
AutoCAD SHX Text
CL STA. 1+90.42, 32.00' LT= STA. 0+43.81 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7427.02
AutoCAD SHX Text
STA. 10+16.59 POINT OF CURVATURE CL EL = 7474.98
AutoCAD SHX Text
STA. 11+53.97 POINT OF TANGENCY CL EL = 7482.54
AutoCAD SHX Text
STA. 8+63.66, 14.00' RT POINT OF CURVE EOA EL = 7468.86
AutoCAD SHX Text
STA. 8+63.66, 14.00' LT POINT OF CURVE EOA EL = 7468.86
AutoCAD SHX Text
STA. 9+31.75, 14.00' LT POINT OF TANGENT EOA EL = 7470.46
AutoCAD SHX Text
STA. 9+31.75, 14.00' RT POINT OF TANGENT EOA EL = 7470.46
AutoCAD SHX Text
CL-CL INTERSECTION STA. 8+98.53 GOLD RUN CT = STA. 8+68.53 LONGWALL DR CL EL = 7470.25
AutoCAD SHX Text
26
AutoCAD SHX Text
27
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
N45%%D11'50"E
AutoCAD SHX Text
513.88'
AutoCAD SHX Text
Δ=06%%D27'20"
AutoCAD SHX Text
R=2000.00'
AutoCAD SHX Text
L=225.34'
AutoCAD SHX Text
N38%%D44'30"E
AutoCAD SHX Text
175.37'
AutoCAD SHX Text
57.31'
AutoCAD SHX Text
118.06'
AutoCAD SHX Text
Δ=15%%D44'33"
AutoCAD SHX Text
R=500.00'
AutoCAD SHX Text
L=137.38'
AutoCAD SHX Text
N54%%D29'03"E
AutoCAD SHX Text
101.37'
AutoCAD SHX Text
CL STA. 2+28.84, 14.00' RT= STA. 3+32.34 CUL-DE-SAC POINT OF CURVE EOA EL = 7428.33
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 7+00 - 8+65 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 0+00 - 3+00 (AROUND CUL-DE-SAC) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 2+00 - 7+00 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 9+30 - 12+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
STA. 1+02.00 1+02.00 BEGIN ASPHALT CONSTRUCTION CL EL = 7424.53
AutoCAD SHX Text
CL STA. 2+28.84 = STA. 0+00.00 & STA. 3+32.93 CUL-DE-SAC BEGIN CUL-DE-SAC CONSTRUCTION CL EL = 7428.33
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
CL-CL INTERSECTION STA. 8+98.53 GOLD RUN CT = 8+98.53 GOLD RUN CT = STA. 8+68.53 LONGWALL DR CL EL = 7470.25
AutoCAD SHX Text
STA. 9+12.53 9+12.53 GRADE BREAK CL EL = 7469.97
AutoCAD SHX Text
STA. 8+84.53 8+84.53 GRADE BREAK CL EL = 7469.97
AutoCAD SHX Text
8.00%%%
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
STA. 0+00.00 CUL-DE-SAC= CL STA. 2+28.84 EOA EL = 7428.33
AutoCAD SHX Text
STA. 3+32.34 CUL-DE-SAC = CL STA. 2+28.84 EOA EL = 7428.33
AutoCAD SHX Text
PROPOSED GRADE @ EDGE OF ASPHALT
AutoCAD SHX Text
EXISTING GRADE @ EDGE OF ASPHALT
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
24
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
GOLD RUN COURT
AutoCAD SHX Text
(STA. 1+02.00-STA. 12+50.00)
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISED PER DEVIATION COMMENTS
AutoCAD SHX Text
5-9-18
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
4+00
AutoCAD SHX Text
MATCHLINE ~ STA. 12+50.00 (SEE SHEET 25)
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
GOLD RUN COURT (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
AutoCAD SHX Text
MATCHLINE ~ STA. 12+50.00 (SEE SHEET 25)
AutoCAD SHX Text
5+00
AutoCAD SHX Text
6+00
AutoCAD SHX Text
7+00
AutoCAD SHX Text
8+00
AutoCAD SHX Text
9+00
AutoCAD SHX Text
10+00
AutoCAD SHX Text
11+00
AutoCAD SHX Text
7410
AutoCAD SHX Text
12+00
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7410
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7470
AutoCAD SHX Text
7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
7500
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7470
AutoCAD SHX Text
7480
AutoCAD SHX Text
7490
AutoCAD SHX Text
7500
AutoCAD SHX Text
EOA CURVE TABLE
AutoCAD SHX Text
CURVE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
DELTA ANGLE
AutoCAD SHX Text
26
AutoCAD SHX Text
30.49'
AutoCAD SHX Text
20.00'
AutoCAD SHX Text
87°20'42"
AutoCAD SHX Text
27
AutoCAD SHX Text
32.44'
AutoCAD SHX Text
20.00'
AutoCAD SHX Text
92°55'35"
AutoCAD SHX Text
28
AutoCAD SHX Text
30.49'
AutoCAD SHX Text
20.00'
AutoCAD SHX Text
87°20'42"
AutoCAD SHX Text
29
AutoCAD SHX Text
32.44'
AutoCAD SHX Text
20.00'
AutoCAD SHX Text
92°55'35"
AutoCAD SHX Text
30
AutoCAD SHX Text
43.81'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
50°12'29"
AutoCAD SHX Text
31
AutoCAD SHX Text
244.71'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
280°24'59"
AutoCAD SHX Text
32
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
43.81'
AutoCAD SHX Text
50°12'29"
AutoCAD SHX Text
7420
AutoCAD SHX Text
7430
AutoCAD SHX Text
7440
AutoCAD SHX Text
7450
AutoCAD SHX Text
7460
AutoCAD SHX Text
7410
AutoCAD SHX Text
GOLD RUN COURT WEST CUL-DE-SAC EDGE OF ASPHALT
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
N:\109611\DRAWINGS\CONSTRUCTION\109611-SI-25.dwg, 7/10/2018 1:37:46 PM, 1:1
AutoCAD SHX Text
(7520)
AutoCAD SHX Text
LOT 53
AutoCAD SHX Text
HP STA. 19+44.22 HIGH POINT CL EL = 7532.11
AutoCAD SHX Text
STA. 16+35.80 POINT OF CURVATURE CL EL = 7515.27
AutoCAD SHX Text
CL STA. 19+70.89, 14.00' RT= STA. 0+00.00 CUL-DE-SAC POINT OF COMPOUND CURVE EOA EL = 7531.64
AutoCAD SHX Text
CL STA. 20+19.58, 34.77' RT= STA. 0+51.49 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7530.01
AutoCAD SHX Text
CL STA. 21+07.82, 0.00' RT= STA. 1+67.04 CUL-DE-SAC END ASPHALT CONSTRUCTION CL EL = 7528.01
AutoCAD SHX Text
CL STA. 20+57.82, 0.00' RT CENTER OF CUL-DE-SAC & POINT OF TANGENCY CL EL = 7529.54
AutoCAD SHX Text
R=50'
AutoCAD SHX Text
CL STA. 20+57.82, 50.00' LT= STA. 2+45.58 CUL-DE-SAC POINT ON CURVE EOA EL = 7528.54
AutoCAD SHX Text
33
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
20+00
AutoCAD SHX Text
21+00
AutoCAD SHX Text
LOT 54
AutoCAD SHX Text
LOT 55
AutoCAD SHX Text
LOT 52
AutoCAD SHX Text
LOT 51
AutoCAD SHX Text
LOT 50
AutoCAD SHX Text
LOT 49
AutoCAD SHX Text
LOT 48
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7550)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7540)
AutoCAD SHX Text
(7530)
AutoCAD SHX Text
(7520)
AutoCAD SHX Text
(7510)
AutoCAD SHX Text
CL STA. 20+19.48, 29.77' LT= STA. 2+95.50 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7530.11
AutoCAD SHX Text
CL STA. 19+87.91, 14.00' LT= STA. 3+33.77 CUL-DE-SAC POINT OF REVERSE CURVE EOA EL = 7531.33
AutoCAD SHX Text
CL STA. 20+57.82, 50.00' RT= STA. 0+88.50 CUL-DE-SAC POINT ON CURVE EOA EL = 7528.54
AutoCAD SHX Text
35
AutoCAD SHX Text
34
AutoCAD SHX Text
15+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
13+00
AutoCAD SHX Text
LOT 47
AutoCAD SHX Text
LOT 56
AutoCAD SHX Text
STA. 12+55.34 POINT OF CURVATURE CL EL = 7488.11
AutoCAD SHX Text
STA. 13+31.20 POINT OF TANGENCY CL EL = 7493.07
AutoCAD SHX Text
Δ=08%%D41'35"
AutoCAD SHX Text
R=500.00'
AutoCAD SHX Text
L=75.86'
AutoCAD SHX Text
N45%%D47'28"E
AutoCAD SHX Text
304.60'
AutoCAD SHX Text
(7490)
AutoCAD SHX Text
(7500)
AutoCAD SHX Text
(7500)
AutoCAD SHX Text
(7510)
AutoCAD SHX Text
(7520)
AutoCAD SHX Text
INSTALL EROSION CONTROL BLANKET ON SLOPE STA. 18+50 - 20+50 (SOUTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 1+00 - 3+00 (AROUND CUL-DE-SAC) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA. 12+50 - 18+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN TURF REINFORCEMENT MAT - P300 OR EQUIV.
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 18+50 - 20+00 (NORTH SIDE OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
STA. 21+07.82 21+07.82 END ASPHALT CONSTRUCTION CL EL = 7528.01
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
CL STA. 19+70.89 = STA. 0+00.00 CUL-DE-SAC BEGIN CUL-DE-SAC CONSTRUCTION CL EL = 7531.64
AutoCAD SHX Text
CL STA. 19+87.91 = STA. 3+33.77 CUL-DE-SAC BEGIN CUL-DE-SAC CONSTRUCTION CL EL = 7531.33
AutoCAD SHX Text
STAGECOACH ROAD
AutoCAD SHX Text
(SEE SHEET 3)
AutoCAD SHX Text
LOT 1 WESTCOTT FIRE STATION NO. 3 REC. NO. 212713192NO. 212713192
AutoCAD SHX Text
UNPLATTED
AutoCAD SHX Text
CL-CL INTERSECTION STA. 0+00.00 FIRE ACCESS = 0+00.00 FIRE ACCESS = STA. 3+68.43 STAGECOACH RD CL EL = 7398.62
AutoCAD SHX Text
STA. 0+21.17 0+21.17 GRADE BREAK CL EL = 7398.20
AutoCAD SHX Text
STA. 0+42.30, 12.00' RT POINT OF TANGENT EOA EL = 7398.90
AutoCAD SHX Text
STA. 0+50.32, 12.00' LT POINT OF CURVE EOA EL = 7399.25
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
STA. 0+87.08 POINT OF CURVATURE CL EL = 7401.13
AutoCAD SHX Text
STA. 1+28.55 POINT OF TANGENCY CL EL = 7402.82
AutoCAD SHX Text
STA. 1+32.95, 12.00' LT EX. EOA EL = 7402.66 END ASPHALT CONSTRUCTION (MATCH EXISTING)
AutoCAD SHX Text
STA. 1+42.77, 12.00' RT EX. EOA EL = 7402.78 END ASPHALT CONSTRUCTION (MATCH EXISTING)
AutoCAD SHX Text
SIDE ROAD DITCH LINING (24" DEPTH) STA: 0+50 - 1+50 (BOTH SIDES OF ROAD) NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV.
AutoCAD SHX Text
STA. 0+41.65 18" RCP STORM CROSSING 18" INV. EL = 7396.45
AutoCAD SHX Text
CL-CL INTERSECTION STA. 0+00.00 FIRE ACCESS = 0+00.00 FIRE ACCESS = STA. 3+68.43 STAGECOACH RD 3+68.43 STAGECOACH RD CL EL = 7398.62
AutoCAD SHX Text
STA. 0+21.17 0+21.17 GRADE BREAK CL EL = 7398.20
AutoCAD SHX Text
7.00%%%
AutoCAD SHX Text
EXISTING GRADE @ CENTERLINE
AutoCAD SHX Text
PROPOSED GRADE @ CENTERLINE
AutoCAD SHX Text
PROPOSED GRADE @ EDGE OF ASPHALT
AutoCAD SHX Text
EXISTING GRADE @ EDGE OF ASPHALT
AutoCAD SHX Text
STA. 0+00.00 CUL-DE-SAC= CL STA. 19+70.89 EOA EL = 7531.64
AutoCAD SHX Text
STA. 3+33.77 CUL-DE-SAC = CL STA. 19+87.91 EOA EL = 7531.33
AutoCAD SHX Text
JOB NO.
AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
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SCALE
AutoCAD SHX Text
(H) 1"=
AutoCAD SHX Text
(V) 1"=
AutoCAD SHX Text
(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
25
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
STREET IMPROVEMENT PLAN
AutoCAD SHX Text
GOLD RUN COURT
AutoCAD SHX Text
(STA. 12+50.00-STA. 21+07.82)
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
50'
AutoCAD SHX Text
5'
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
08-11-17
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
AutoCAD SHX Text
18+00
AutoCAD SHX Text
19+00
AutoCAD SHX Text
MATCHLINE ~ STA. 12+50.00 (SEE SHEET 24)
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
GOLD RUN COURT (60' ROW - RURAL LOCAL) DESIGN SPEED 30 MPH
AutoCAD SHX Text
MATCHLINE ~ STA. 12+50.00 (SEE SHEET 24)
AutoCAD SHX Text
20+00
AutoCAD SHX Text
21+00
AutoCAD SHX Text
7510
AutoCAD SHX Text
7520
AutoCAD SHX Text
7530
AutoCAD SHX Text
7500
AutoCAD SHX Text
7510
AutoCAD SHX Text
7520
AutoCAD SHX Text
7530
AutoCAD SHX Text
7500
AutoCAD SHX Text
7540
AutoCAD SHX Text
7550
AutoCAD SHX Text
FIRE STATION ENTRANCE (PRIVATE ACCESS DRIVEWAY)
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
50'
AutoCAD SHX Text
50
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
100
AutoCAD SHX Text
N
AutoCAD SHX Text
EOA CURVE TABLE
AutoCAD SHX Text
CURVE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
RADIUS
AutoCAD SHX Text
DELTA ANGLE
AutoCAD SHX Text
33
AutoCAD SHX Text
38.27'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
43°51'17"
AutoCAD SHX Text
34
AutoCAD SHX Text
244.01'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
279°36'43"
AutoCAD SHX Text
35
AutoCAD SHX Text
51.49'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
59°00'30"
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
7390
AutoCAD SHX Text
7400
AutoCAD SHX Text
7410
AutoCAD SHX Text
7390
AutoCAD SHX Text
7400
AutoCAD SHX Text
7410
AutoCAD SHX Text
15+00
AutoCAD SHX Text
14+00
AutoCAD SHX Text
13+00
AutoCAD SHX Text
7510
AutoCAD SHX Text
7520
AutoCAD SHX Text
7530
AutoCAD SHX Text
7500
AutoCAD SHX Text
7540
AutoCAD SHX Text
7550
AutoCAD SHX Text
7510
AutoCAD SHX Text
7520
AutoCAD SHX Text
7530
AutoCAD SHX Text
7500
AutoCAD SHX Text
7490
AutoCAD SHX Text
7490
AutoCAD SHX Text
7480
AutoCAD SHX Text
7480
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
7520
AutoCAD SHX Text
7530
AutoCAD SHX Text
7540
AutoCAD SHX Text
7520
AutoCAD SHX Text
7530
AutoCAD SHX Text
7540
AutoCAD SHX Text
GOLD RUN COURT EAST CUL-DE-SAC EDGE OF ASPHALT PROFILE
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
AutoCAD SHX Text
NOTE: INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET - SC150 OR EQUIV. ON ALL 3:1 SLOPES OUTSIDE OF SIDE ROAD DITCH
Street Name
TO
STATE
LAW
WITHIN
CROSSWALK
N:\109611\DRAWINGS\CONSTRUCTION\109611-STRIPING-0100.dwg, 7/10/2018 5:46:03 PM, 1:1
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STAGECOACH ROAD
AutoCAD SHX Text
BILLINGS COURT
AutoCAD SHX Text
STAGECOACH
AutoCAD SHX Text
TRACT
AutoCAD SHX Text
TRACT
AutoCAD SHX Text
TRACT
AutoCAD SHX Text
STOP
AutoCAD SHX Text
R1-1
AutoCAD SHX Text
Stagecoach Road
AutoCAD SHX Text
Billings Court
AutoCAD SHX Text
STREET NAME PLAQUES
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
35
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
DEAD END
AutoCAD SHX Text
W11-8
AutoCAD SHX Text
W14-1aR & W14-1aL
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
30
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
SPEED
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LIMIT
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35
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R2-1
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SPEED
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LIMIT
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35
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R2-1
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MATCHLINE ~ SEE SHEET 56
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STOP
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Hyw 83
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Stagecoach Road
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STREET NAME PLAQUES
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0
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SCALE: 1" =
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200'
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200
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200
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100
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400
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N
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
55
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58
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FLYING HORSE NORTH FILING NO. 1
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CONSTRUCTION DRAWINGS
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STRIPING & SIGNAGE INDEX MAP
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PRA
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PRA
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200'
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N/A
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MARC A. WHORTON, COLORADO P.E. #37155
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1
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REVISED PER COUNTY COMMENTS
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7-10-18
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05-02-18
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%%uTYPICAL TYPE 3 BARRICADES
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BORROW PIT AND/OR SHOULDER AS REQUIRED.
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LENGTH SHALL BE ADEQUATE TO CLOSE THE
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OR MOVABLE TYPE 3 BARRICADES. THE
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ARE PERMITTED, WHEN NECESSARY, ON FIXED
AutoCAD SHX Text
BYPASSING OF CONSTRUCTION EQUIPMENT
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3. DETACHABLE EXTENSION WING RAILS FOR
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THE APPROPRIATE GENERAL NOTE.
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LINE SHALL BE PAINTED IN ACCORDANCE WITH
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2. THE PORTION OF THE POST ABOVE THE GROUND
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TWO DIRECTIONS.
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DIRECTION AND 6 IF FACING TRAFFIC IN
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RAIL FACES IF FACING TRAFFIC IN ONE
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1. TYPE 3 BARRICADES HAVE 3 REFLECTORIZED
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F - D M - D > 35'
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F - C M - C 25'- 35'
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F - B M - B 15'- 24'
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F - A M - A 8'- 14'
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LENGTH
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FIXED MOVABLE
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TYPE 3 BARRICADE
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M4-10(R)
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AS REQUIRED
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%%uMOVABLE-HINGED
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%%uMOVABLE-SKIDS
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1'-8"
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ADDED STABILITY
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SANDBAGS FOR
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5'-0" MIN.
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6'-6" MAX.
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5' MIN.
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1'-8"
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ROAD
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CLOSED
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R11-2
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*
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DETOUR
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5' MIN.
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%%uRAIL LENGTH TABLE
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*
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%%uNOTES
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%%USTREET NAME (D-3)
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ALL INTERNAL SIGNS SHALL BE 4" FONT LETTER SIZE.
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%%UNOTE:
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SPEED
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LIMIT
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30
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%%USPEED LIMIT (R2-1)
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YIELD
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YIELD
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%%UPED (W11-2)
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%%UYIELD (R1-2)
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%%UMEDIAN (R4-7)
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%%UOBJECT MARKER
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%%UPED (R1-6)
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M.P.H.
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20
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%%U(13-1 (20))
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%%UROUNDABOUT (W2-6)
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%%U(OM2-1V)
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STOP
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%%USTOP (R1-1)
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%%U30"X30"
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%%U36"X36"
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%%U24"X30"
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%%U12"X36"
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%%U24"X30"
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%%U30"X30"
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%%U30"X30"
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%%U30"X30"
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%%U30"X30"
N:\109611\DRAWINGS\CONSTRUCTION\109611-STRIPING-0101.dwg, 7/10/2018 5:53:02 PM, 1:1
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GOLF CLUBHOUSE AREA
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OLD STAGECOACH ROAD
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STAGECOACH ROAD
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OLD STAGECOACH ROAD
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LONG WALL DRIVE
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QUARTZ CREEK DRIVE
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GOLD RUN COURT
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ALLEN RANCH ROAD
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GOLD RUN COURT
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TRACT
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TRACT
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TRACT
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TRACT
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STAGECOACH ROAD
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SHORTWALL DRIVE
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FUTURE DEVELOPMENT
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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GOLF COURSE
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ROAD CLOSED
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THRU TRAFFIC
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TO
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ROAD CLOSED
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THRU TRAFFIC
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TO
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STOP
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R1-1
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Shortwall Drive
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Long Wall Drive
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STREET NAME PLAQUES
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NO OUTLET
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W14-2aR & W14-2aL
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STOP
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R1-1
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Shortwall Drive
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Quartz Creek Drive
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STREET NAME PLAQUES
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NO OUTLET
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STOP
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R1-1
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STOP
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R1-1
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(TEMPERARY) W14-2aR & W14-2aL
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TEMPORARY TYPE 3 BARRICADE & R11-4
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PERMANENT TYPE 3 BARRICADE & OM4-2
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Gold Run Court
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Long Wall Drive
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STREET NAME PLAQUES
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Gold Run Court
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Long Wall Drive
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STREET NAME PLAQUES
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TEMPORARY TYPE 3 BARRICADE & R11-4
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R4-7
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OM2-1V
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R4-7
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OM2-1V
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YIELD
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R1-2
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R4-7
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OM2-1V
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SPEED
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LIMIT
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35
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R2-1
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YIELD
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R1-2
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SPEED
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LIMIT
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35
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R2-1
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SPEED
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LIMIT
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35
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R2-1
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Old Stagecoach Rd
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STREET NAME PLAQUES
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DEAD END
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W14-1aL
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Stagecoach Road
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STREET NAME PLAQUES
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YIELD
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R1-2
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Shortwall Drive
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MATCHLINE ~ SEE SHEET 55
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R4-7
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OM2-1V
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SPEED
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LIMIT
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30
AutoCAD SHX Text
R2-1
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R4-7
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OM2-1V
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YIELD
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R1-2
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W11-2 (BOTH SIDES)
AutoCAD SHX Text
W11-2
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YIELD
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R1-2
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SPEED
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LIMIT
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25
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
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30
AutoCAD SHX Text
R2-1
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R4-7
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OM2-1V
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YIELD
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R1-2
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Old Stagecoach Rd
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STREET NAME PLAQUES
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SPEED
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LIMIT
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35
AutoCAD SHX Text
R2-1
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M.P.H.
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20
AutoCAD SHX Text
13-1 (20)
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W2-6
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YIELD
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R1-2
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Old Stagecoach Rd
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STREET NAME PLAQUES
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Old Stagecoach Rd
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STREET NAME PLAQUES
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Allen Ranch Road
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STREET NAME PLAQUES
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YIELD
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R1-2
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R4-7
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OM2-1V
AutoCAD SHX Text
R4-7
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OM2-1V
AutoCAD SHX Text
R4-7
AutoCAD SHX Text
OM2-1V
AutoCAD SHX Text
M.P.H.
AutoCAD SHX Text
20
AutoCAD SHX Text
13-1 (20)
AutoCAD SHX Text
W2-6
AutoCAD SHX Text
W11-2 (BOTH SIDES
AutoCAD SHX Text
M.P.H.
AutoCAD SHX Text
20
AutoCAD SHX Text
13-1 (20)
AutoCAD SHX Text
W2-6
AutoCAD SHX Text
M.P.H.
AutoCAD SHX Text
20
AutoCAD SHX Text
13-1 (20)
AutoCAD SHX Text
W2-6
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STREET NAME PLAQUES
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Stagecoach Road
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STREET NAME PLAQUES
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M.P.H.
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20
AutoCAD SHX Text
13-1 (20)
AutoCAD SHX Text
W2-6
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
35
AutoCAD SHX Text
M.P.H.
AutoCAD SHX Text
20
AutoCAD SHX Text
13-1 (20)
AutoCAD SHX Text
W2-6
AutoCAD SHX Text
SPEED
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LIMIT
AutoCAD SHX Text
35
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
YIELD
AutoCAD SHX Text
R1-2
AutoCAD SHX Text
M.P.H.
AutoCAD SHX Text
20
AutoCAD SHX Text
13-1 (20)
AutoCAD SHX Text
W2-6
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
35
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
30
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
MATCHLINE ~ SEE SHEET 57
AutoCAD SHX Text
MATCHLINE ~ SEE SHEET 57
AutoCAD SHX Text
SPEED
AutoCAD SHX Text
LIMIT
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25
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
ONE WAY
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R6-1R
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WITH
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R6-4B
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ONE WAY
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R6-1R
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WITH
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R6-4B
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0
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SCALE: 1" =
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200'
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
100
AutoCAD SHX Text
400
AutoCAD SHX Text
N
AutoCAD SHX Text
JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
(H) 1"=
AutoCAD SHX Text
(V) 1"=
AutoCAD SHX Text
(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
56
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
CONSTRUCTION DRAWINGS
AutoCAD SHX Text
STRIPING & SIGNAGE INDEX MAP
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
200'
AutoCAD SHX Text
N/A
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISED PER COUNTY COMMENTS
AutoCAD SHX Text
7-10-18
AutoCAD SHX Text
05-02-18
N:\109611\DRAWINGS\CONSTRUCTION\109611-STRIPING-0102.dwg, 7/10/2018 5:56:15 PM, 1:1
AutoCAD SHX Text
FUTURE PARK/OPEN SPACE
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OLD STAGECOACH ROAD
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FUTURE DEVELOPMENT
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GOLF COURSE
AutoCAD SHX Text
FUTURE DEVELOPMENT
AutoCAD SHX Text
FUTURE DEVELOPMENT
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BLACK FOREST ROAD
AutoCAD SHX Text
ROAD CLOSED
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THRU TRAFFIC
AutoCAD SHX Text
TO
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ROAD CLOSED
AutoCAD SHX Text
THRU TRAFFIC
AutoCAD SHX Text
TO
AutoCAD SHX Text
OLD STAGECOACH ROAD
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STOP
AutoCAD SHX Text
R1-1
AutoCAD SHX Text
Black Forest Road
AutoCAD SHX Text
Old Stagecoach Road
AutoCAD SHX Text
STREET NAME PLAQUES
AutoCAD SHX Text
TEMPORARY TYPE 3 BARRICADE & R11-4
AutoCAD SHX Text
TEMPORARY TYPE 3 BARRICADE & R11-4
AutoCAD SHX Text
R4-7
AutoCAD SHX Text
OM2-1V
AutoCAD SHX Text
MATCHLINE ~ SEE SHEET 56
AutoCAD SHX Text
W11-2 (BOTH SIDES
AutoCAD SHX Text
W11-2 (BOTH SIDES
AutoCAD SHX Text
YIELD
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R1-2
AutoCAD SHX Text
YIELD
AutoCAD SHX Text
R1-2
AutoCAD SHX Text
Old Stagecoach Rd
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STREET NAME PLAQUES
AutoCAD SHX Text
YIELD
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R1-2
AutoCAD SHX Text
R4-7
AutoCAD SHX Text
OM2-1V
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M.P.H.
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20
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13-1 (20)
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W2-6
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ONE WAY
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R6-1R
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WITH
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R6-4B
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SPEED
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
35
AutoCAD SHX Text
R2-1
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
200'
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
100
AutoCAD SHX Text
400
AutoCAD SHX Text
N
AutoCAD SHX Text
JOB NO.
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SHEET OF
AutoCAD SHX Text
NO.
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REVISION
AutoCAD SHX Text
DATE
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DESIGNED BY
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
AutoCAD SHX Text
CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CALL UTILITY LOCATORS
AutoCAD SHX Text
48 HOURS BEFORE YOU DIG,
AutoCAD SHX Text
UTILITY NOTIFICATION CENTER OF COLORADO
AutoCAD SHX Text
IT'S THE LAW
AutoCAD SHX Text
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
811
AutoCAD SHX Text
REVIEW:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
(H) 1"=
AutoCAD SHX Text
(V) 1"=
AutoCAD SHX Text
(719)785-0799(Fax)
AutoCAD SHX Text
Colorado Springs, Colorado 80903
AutoCAD SHX Text
619 N. Cascade Avenue, Suite 200
AutoCAD SHX Text
(719)785-0790
AutoCAD SHX Text
DATE
AutoCAD SHX Text
1096.11
AutoCAD SHX Text
57
AutoCAD SHX Text
58
AutoCAD SHX Text
FLYING HORSE NORTH FILING NO. 1
AutoCAD SHX Text
CONSTRUCTION DRAWINGS
AutoCAD SHX Text
STRIPING & SIGNAGE INDEX MAP
AutoCAD SHX Text
PRA
AutoCAD SHX Text
PRA
AutoCAD SHX Text
200'
AutoCAD SHX Text
N/A
AutoCAD SHX Text
MARC A. WHORTON, COLORADO P.E. #37155
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISED PER COUNTY COMMENTS
AutoCAD SHX Text
7-10-18
AutoCAD SHX Text
05-02-18
AutoCAD SHX Text
%%uTYPICAL TYPE 3 BARRICADES
AutoCAD SHX Text
BORROW PIT AND/OR SHOULDER AS REQUIRED.
AutoCAD SHX Text
LENGTH SHALL BE ADEQUATE TO CLOSE THE
AutoCAD SHX Text
OR MOVABLE TYPE 3 BARRICADES. THE
AutoCAD SHX Text
ARE PERMITTED, WHEN NECESSARY, ON FIXED
AutoCAD SHX Text
BYPASSING OF CONSTRUCTION EQUIPMENT
AutoCAD SHX Text
3. DETACHABLE EXTENSION WING RAILS FOR
AutoCAD SHX Text
THE APPROPRIATE GENERAL NOTE.
AutoCAD SHX Text
LINE SHALL BE PAINTED IN ACCORDANCE WITH
AutoCAD SHX Text
2. THE PORTION OF THE POST ABOVE THE GROUND
AutoCAD SHX Text
TWO DIRECTIONS.
AutoCAD SHX Text
DIRECTION AND 6 IF FACING TRAFFIC IN
AutoCAD SHX Text
RAIL FACES IF FACING TRAFFIC IN ONE
AutoCAD SHX Text
1. TYPE 3 BARRICADES HAVE 3 REFLECTORIZED
AutoCAD SHX Text
F - D M - D > 35'
AutoCAD SHX Text
F - C M - C 25'- 35'
AutoCAD SHX Text
F - B M - B 15'- 24'
AutoCAD SHX Text
F - A M - A 8'- 14'
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
FIXED MOVABLE
AutoCAD SHX Text
TYPE 3 BARRICADE
AutoCAD SHX Text
M4-10(R)
AutoCAD SHX Text
AS REQUIRED
AutoCAD SHX Text
%%uMOVABLE-HINGED
AutoCAD SHX Text
%%uMOVABLE-SKIDS
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
ADDED STABILITY
AutoCAD SHX Text
SANDBAGS FOR
AutoCAD SHX Text
5'-0" MIN.
AutoCAD SHX Text
6'-6" MAX.
AutoCAD SHX Text
5' MIN.
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
ROAD
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CLOSED
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R11-2
AutoCAD SHX Text
*
AutoCAD SHX Text
DETOUR
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5' MIN.
AutoCAD SHX Text
%%uRAIL LENGTH TABLE
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*
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%%uNOTES
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%%uNOTES