homestead at sterling ranch filing no. 1€¦ · sr land, llc date date james f. morley el paso...
TRANSCRIPT
CIVIL CONSULTANTS, INC.
20 BO
ULDE
R CRE
SCEN
T, SU
ITE 11
0CO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
HOMESTEAD AT STERLING RANCH FILING NO. 1
COUNTY OF EL PASO, STATE OF COLORADO
STREET IMPROVEMENT PLANS
APRIL 2018
VICINITY MAPN.T.S.
SITE
SAND
CREEK
SITE MAPN.T.S.
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EX BRIARGATE PKWY
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EXISTING VOLLMER RD
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FUTURE STERLING RANCH RD
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EX DINES RD
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FUTURE MARKSHEFFEL RD
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NO.
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DESIGNED BY:
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APRV'D. BY:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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File: O:\09005A\Sterling Ranch No 2\dwg\Const Dwg\Street Plans\Residential\SI01.dwg Plotstamp: 4/11/2018 1:35 PM
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HOMESTEAD AT STERLING RANCH FILING NO. 1
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STREET IMPROVEMENT PLANS
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09-005
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JP
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ELY
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GW
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N/A
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N/A
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04/09/2018
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SHEET 1 OF 7
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SI01
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SHEET INDEX SHEET 1TITLE SHEET TITLE SHEET SHEET 2NOTES & DETAILS NOTES & DETAILS SHEET 3PLAN & PROFILE- WHEATLAND DRIVE STA 0+00.00 TO 13+50.00 PLAN & PROFILE- WHEATLAND DRIVE STA 0+00.00 TO 13+50.00 - WHEATLAND DRIVE STA 0+00.00 TO 13+50.00 SHEET 4PLAN & PROFILE- WHEATLAND DRIVE STA 13+50.00 TO 17+81.93 PLAN & PROFILE- WHEATLAND DRIVE STA 13+50.00 TO 17+81.93 - WHEATLAND DRIVE STA 13+50.00 TO 17+81.93 SHEET 5PLAN & PROFILE- SCOBY COURT PLAN & PROFILE- SCOBY COURT - SCOBY COURT SHEET 6PLAN & PROFILE- RYEGATE WAY PLAN & PROFILE- RYEGATE WAY - RYEGATE WAY - CUTBANK WAY SHEET 7SIGNAGE & STRIPINGSIGNAGE & STRIPING
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COWPOKE RD
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E WOODMEN RD
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BLACK FOREST RD
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POWERS BLVD
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FOREST MEADOWS AVE
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VOLLMER RD
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STERLING
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RANCH RD
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BRIARGATE PKWY
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(FUTURE)
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(FUTURE)
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MARKSHEFFEL RD (FUTURE)
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BURGESS RD
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MARKSHEFFEL RD
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BENCHMARKS 1.THE TOP OF AN ALUMINUM SURVEYORS CAP, STAMPED "9853", AT THE TOP OF AN ALUMINUM SURVEYORS CAP, STAMPED "9853", AT THE SOUTHEAST BOUNDARY CORNER OF BARBARICK SUBDIVISION NORTHING= 411416.273 = 411416.273 EASTING = 235167.071 = 235167.071 ELEVATION= 7023.42 = 7023.42 2.THE TOP OF A RED PLASTIC SURVEYORS CAP, ILLEGIBLE, AT THE THE TOP OF A RED PLASTIC SURVEYORS CAP, ILLEGIBLE, AT THE NORTHWEST BOUNDARY CORNER OF PAWNEE RANCHEROS SUBDIVISION NORTHING= 410095.404 = 410095.404 EASTING= 235052.131 = 235052.131 ELEVATION= 7000.40 = 7000.40 3.THE TOP OF A RED PLASTIC SURVEYORS CAP, STAMPED "38141", AT THE TOP OF A RED PLASTIC SURVEYORS CAP, STAMPED "38141", AT THE SOUTHWEST BOUNDARY CORNER OF BARBARICK SUBDISION NORTHING= 411399.962 = 411399.962 EASTING= 233849.817 = 233849.817 ELEVATION= 7030.82= 7030.82
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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APPROVALS: ENGINEER'S STATEMENT: DETAILED IMPROVEMENT PLANS AND SPECIFICATIONS ENGINEER'S STATEMENT: THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION. SAID DETAILED PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE COUNTY FOR DETAILED DRAINAGE PLANS AND SPECIFICATIONS, AND SAID DETAILED PLANS AND SPECIFICATIONS ARE IN CONFORMITY WITH THE MASTER PLAN OF THE DRAINAGE BASIN. SAID DETAILED DRAINAGE PLANS AND SPECIFICATIONS MEET THE PURPOSES FOR WHICH THE PARTICULAR DRAINAGE FACILITY(S) IS DESIGNED. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS, ERRORS, OR OMISSIONS ON MY PART IN PREPARATION OF THE DETAILED IMPROVEMENT PLANS AND SPECIFICATIONS. VIRGIL A SANCHEZ, COLORADO P.E. NO. 37160DATE DATE FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC. OWNER/DEVELOPER STATEMENT: THE OWNER WILL COMPLY WITH THE REQUIREMENTS OF THE DRAINAGE REPORT AND PLAN AND THIS SET OF CONSTRUCTION DOCUMENTS. THE OWNER WILL COMPLY WITH THE REQUIREMENTS OF THE GRADING AND EROSION CONTROL PLAN. SR LAND, LLCDATE DATE JAMES F. MORLEY EL PASO COUNTY: 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 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, AND ENGINEERING CRITERIA MANUAL AS AMENDED. JENNIFER IRVINE, P.E.DATE DATE COUNTY ENGINEER / ECM ADMINISTRATOR STERLING RANCH METROPOLITAN DISTRICT: THESE DOCUMENTS HAVE BEEN REVIEWED AND APPROVED FOR STORM DRAIN AND ASSOCIATED UTILITY SERVICE CONSTRUCTION. FOR AND ON BEHALF OF THE STERLING RANCH METRO. DISTRICTDATE DATE BLACK FOREST FIRE PROTECTION DISTRICT: ALL FIRE HYDRANTS SHALL BE INSTALLED ACCORDING TO THE BLACK FOREST FIRE PROTECTION DISTRICT SPECIFICATIONS. THE NUMBER OF FIRE HYDRANTS AND HYDRANT LOCATIONS AS SHOWN ON THE WATER INSTALLATION PLAN ARE CORRECT AND ADEQUATE TO SATISFY THE FIRE PROTECTION REQUIREMENTS AS SPECIFIED BY THE BLACK FOREST FIRE PROTECTION DISTRICT. FOR AND ON BEHALF OF THE BLACK FOREST FIRE PROTECTION DISTRICTDATEDATE
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AGENCIES OWNER/DEVELOPER:SR LAND, LLC SR LAND, LLC 20 BOULDER CRESCENT, SUITE 201 COLORADO SPRINGS, CO 80903 JIM MORLEY (719) 471-1742 CIVIL ENGINEER:M & S CIVIL CONSULTANTS, INC. M & S CIVIL CONSULTANTS, INC. 20 BOULDER CRESCENT, SUITE 110 COLORADO SPRINGS, CO 80903 VIRGIL A. SANCHEZ P.E. (719) 955-5485 COUNTY ENGINEERING:EL PASO COUNTY DEVELOPMENT SERVICES EL PASO COUNTY DEVELOPMENT SERVICES 2880 INTERNATIONAL CIRCLE, SUITE 110 COLORADO SPRINGS, CO 80910 JEFF RICE, P.E. (719) 520-6300 TRAFFIC ENGINEERING:EL PASO COUNTY PUBLIC SERVICES & TRANS. DEPT. EL PASO COUNTY PUBLIC SERVICES & TRANS. DEPT. 3275 AKERS DRIVE COLORADO SPRINGS, CO 80922 JENNIFER IRVINE P.E. (719) 520-6460 WATER RESOURCES:STERLING RANCH METRO DISTRICT ENGINEERS STERLING RANCH METRO DISTRICT ENGINEERS JDS-HYDRO CONSULTANTS 545 E. PIKES PEAK AVE., SUITE 300 COLORADO SPRINGS, CO 80903 JOHN MCGINN (719) 668-8769 FIRE DISTRICT:BLACK FOREST FIRE PROTECTION DISTRICT BLACK FOREST FIRE PROTECTION DISTRICT 11445 TEACHOUT ROAD COLORADO SPRINGS, CO 80908 CHIEF BRYAN JACK (719) 495-4300 GAS DEPARTMENT:COLORADO SPRINGS UTILITIES COLORADO SPRINGS UTILITIES 7710 DURANT DR. COLORADO SPRINGS, CO 80947 TIM WENDT (719) 668-3556 ELECTRIC DEPARTMENT:MOUNTAIN VIEW ELECTRIC MOUNTAIN VIEW ELECTRIC 11140 E. WOODMEN ROAD FALCON, CO 80831 (719) 495-2283 COMMUNICATIONS:QWEST COMMUNICATIONS QWEST COMMUNICATIONS (U.N.C.C. LOCATORS) (800) 922-1987 AT&T (LOCATORS) (719) 635-3674
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SF-17-025
dsdrice
Text Box
Include utility plans
CIVIL CONSULTANTS, INC.
20 BO
ULDE
R CRE
SCEN
T, SU
ITE 11
0CO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
“ ” ”” ” ”
””
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”
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NO.
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REVISIONS:
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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DATE:
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BY:
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DESCRIPTION:
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APRV'D. BY:
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DATE:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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File: O:\09005A\Sterling Ranch No 2\dwg\Const Dwg\Street Plans\Residential\SI02.dwg Plotstamp: 4/9/2018 2:18 PM
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HOMESTEAD AT STERLING RANCH FILING NO. 1
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NOTE & DETAIL SHEET
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09-005
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JP
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ELY
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GW
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N/A
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N/A
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04/09/2018
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SHEET 2 OF 7
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SI02
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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PARALLEL PEDESTRIAN RAMP DETAIL (SD 2-50) SCALE: NTS
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TYPICAL CROSS PAN LAYOUT DETAIL (SD 2-26) SCALE: NTS
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PEDESTRIAN INTERSECTION RAMP (SD 2-41) SCALE: NTS
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L
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C
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ROW
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ROW
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50' R.O.W.
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30' PAVEMENT
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5' ATTACHED SIDEWALK BOTH SIDES
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2%
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2% TYP.
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2%
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2% TYP.
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URBAN LOCAL CROSS SECTION
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SCALE: NTS
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EPC OPT TYPE C CURB & GUTTER (UNLESS OTHERWISE NOTED)
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3.0'
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UP
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CATV
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TELE
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G
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2.0'
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ST
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SS
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L
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C
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10.67'
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W
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5.0'
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P.I.E. & UTILITY ESMT
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2.5'
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2.5'
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2.5'
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11.5'
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5.0'
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P.I.E. & UTILITY ESMT
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GENERAL CONSTRUCTION NOTES: 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. THE OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. 2.THE CONTRACTOR WILL TAKE THE NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES FROM DAMAGE DUE TO THIS OPERATION. 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. 3.ADDITIONAL EROSION CONTROL STRUCTURES MAY BE REQUIRED AT THE TIME OF CONSTRUCTION. ADDITIONAL EROSION CONTROL STRUCTURES MAY BE REQUIRED AT THE TIME OF CONSTRUCTION. 4.ALL BACKFILL, SUB-BASE, AND/OR BASE COURSE (CLASS 6) MATERIAL SHALL BE COMPACTED PER THE SOILS ENGINEER'S ALL BACKFILL, SUB-BASE, AND/OR BASE COURSE (CLASS 6) MATERIAL SHALL BE COMPACTED PER THE SOILS ENGINEER'S RECOMMENDATIONS, AND APPROVED BY EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT DIVISION. EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT DIVISION. 5.ALL STATIONING IS CENTERLINE OF IMPROVEMENTS UNLESS OTHERWISE INDICATED. ALL ELEVATIONS ARE FLOW LINE UNLESS OTHERWISE ALL STATIONING IS CENTERLINE OF IMPROVEMENTS UNLESS OTHERWISE INDICATED. ALL ELEVATIONS ARE FLOW LINE UNLESS OTHERWISE INDICATED AS TOP BACK OF CURB (TBC), ASPHALT (ASP), OR TOP OF INLET OR BOX (TOB). 6.ALL DISTURBED PAVEMENT EDGES SHALL BE CUT TO NEAT LINES. REPAIR SHALL CONFORM TO EPC ECM APPENDIX K - 1.2C. ALL DISTURBED PAVEMENT EDGES SHALL BE CUT TO NEAT LINES. REPAIR SHALL CONFORM TO EPC ECM APPENDIX K - 1.2C. 7.ALL INTERSECTION ACCESSES TO BE CONSTRUCTED WITH A 25 FOOT SIGHT VISIBILITY TRIANGLES EXCEPT BRAIRGATE PARKWAY AND ALL INTERSECTION ACCESSES TO BE CONSTRUCTED WITH A 25 FOOT SIGHT VISIBILITY TRIANGLES EXCEPT BRAIRGATE PARKWAY AND VOLLMER ROAD WHICH ARE ARTERIALS AND A 50 FOOT SIGHT VISIBILITY TRIANGLE IS REQUIRED AND THERE SHALL BE NO OBSTRUCTIONS GREATER THAN 18" VERTICAL IN THIS AREA. 8.ALL CULVERTS AND STORM DRAIN PIPES SHALL BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE (HDPE), REINFORCED CONCRETE ALL CULVERTS AND STORM DRAIN PIPES SHALL BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE (HDPE), REINFORCED CONCRETE PIPE (RCP). ALL CULVERTS SHALL BE PLACED COMPLETE WITH FLARED END SECTIONS. ADEQUACY OF MATERIAL THICKNESS FOR ANY CSP INSTALLED SHALL BE VERIFIED BY OWNER'S GEOTECHNICAL ENGINEER TO SUPPORT MINIMUM 50 YEAR DESIGN LIFE. CULVERTS MUST CONFORM TO EPC ECM SECTION 3.32 - CULVERTS. 9.ASPHALT THICKNESS AND BASE COURSE THICKNESS (COMPACTED) FOR ROADS SHALL BE PER DESIGN REPORT BY OWNER'S 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 THE TIME OF ROAD CONSTRUCTION TO EVALUATE SOIL OWNER'S GEOTECHNICAL ENGINEER TO BE ON SITE AT THE 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 EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT DIVISION PRIOR TO CONSTRUCTION.
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SIGNING AND STRIPING NOTES: : 1.ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN COMPLIANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 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 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 ANY DEVIATION FROM THE STRIPING AND SIGNING PLAN SHALL BE APPROVED BY EL PASO COUNTY PLANNING AND COMMUNITY EL PASO COUNTY PLANNING AND COMMUNITY DEVELOPMENT DIVISION. 4.ALL SIGNS SHOWN ON THE SIGNING AND STRIPING PLAN SHALL BE NEW SIGNS. EXISTING SIGNS MAY REMAIN OR BE REUSED IF THEY 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 ALL STREET NAME SIGNS SHALL HAVE “D” SERIES LETTERS, WITH LOCAL ROADWAY SIGNS BEING 4” UPPER-LOWER CASE LETTERING ON D” SERIES LETTERS, WITH LOCAL ROADWAY SIGNS BEING 4” UPPER-LOWER CASE LETTERING ON SERIES LETTERS, WITH LOCAL ROADWAY SIGNS BEING 4” UPPER-LOWER CASE LETTERING ON UPPER-LOWER CASE LETTERING ON 8” BLANK AND NON-LOCAL ROADWAY SIGNS BEING 6” LETTERING, UPPER-LOWER CASE ON 12” BLANK, WITH A WHITE BORDER THAT IS BLANK AND NON-LOCAL ROADWAY SIGNS BEING 6” LETTERING, UPPER-LOWER CASE ON 12” BLANK, WITH A WHITE BORDER THAT IS LETTERING, UPPER-LOWER CASE ON 12” BLANK, WITH A WHITE BORDER THAT IS 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 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 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 ALL LOCAL RESIDENTIAL STREET SIGNS SHALL BE MOUNTED ON A 1.75” X 1.75” SQUARE TUBE SIGN POST AND STUB POST BASE. FOR X 1.75” SQUARE TUBE SIGN POST AND STUB POST BASE. FOR 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 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 IN WIDTH. CROSSWALKS LINES SHALL BE 12” WIDE AND 8' LONG 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 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 DEPARTMENT OF PUBLIC WORKS (719) 520-6819 PRIOR TO AND UPON COMPLETION THE CONTRACTOR SHALL NOTIFY EL PASO COUNTY DEPARTMENT OF PUBLIC WORKS (719) 520-6819 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 THE CONTRACTOR SHALL OBTAIN A WORK IN THE RIGHT OF WAY PERMIT FROM THE EL PASO COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY WORK WITHIN AN EXISTING EL PASO COUNTY ROADWAY, INCLUDING SIGNAGE OR STRIPING.
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STANDARD NOTES FOR EL PASO COUNTY CONSTRUCTION PLANS 1.ALL DRAINAGE AND ROADWAY CONSTRUCTION SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE CITY OF COLORADO 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 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 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 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 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 - 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 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 CONTRACTOR SHALL NOT DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND DEPARTMENT OF PUBLIC WORKS. 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 DEPARTMENT OF PUBLIC WORKS. ALL STORM DRAIN PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED AND APPROVED BY DEPARTMENT OF PUBLIC WORKS. 10.CONTRACTOR SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT DESIGN SHALL BE APPROVED BY EL PASO CONTRACTOR SHALL COORDINATE GEOTECHNICAL TESTING PER ECM STANDARDS. PAVEMENT DESIGN SHALL BE APPROVED BY EL PASO COUNTY DEPARTMENT OF PUBLIC WORKS 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 SIGHT VISIBILITY TRIANGLES AS IDENTIFIED IN THE PLANS SHALL BE PROVIDED AT ALL INTERSECTIONS. OBSTRUCTIONS GREATER THAN 18 INCHES VERTICAL 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 DEPARTMENT PUBLIC WORKS, INCLUDING WORK WITHIN THE CONTRACTOR SHALL OBTAIN ANY PERMITS REQUIRED BY EL PASO COUNTY DEPARTMENT PUBLIC WORKS, 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 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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SF-17-025
dsdrice
Cloud+
dsdrice
Cloud+
DPW
dsdrice
Cloud+
dsdrice
Cloud+
EPC PCD
dsdrice
Cloud+
dsdrice
Cloud+
PCD
CIVIL CONSULTANTS, INC.
20 BO
ULDE
R CRE
SCEN
T, SU
ITE 11
0CO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
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WHEATLAND DRIVE STA 0+43.82 TO STA 13+50.00
WHEATLAND DRIVESTA 0+43.82 TO STA 13+50.00
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TRACT 'F' DETENTION POND 4
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TRACT 'BB' STERLING RANCH FUTURE RESIDENTIAL
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TYPE OPT C C&G
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NO.
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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File: O:\09005A\Sterling Ranch No 2\dwg\Const Dwg\Street Plans\Residential\SI03.dwg Plotstamp: 4/9/2018 4:46 PM
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HORIZONTAL:
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VERTICAL:
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SCALE:
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DATE:
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HOMESTEAD AT STERLING RANCH FILING NO. 1
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STREET IMPROVEMENT PLANS
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09-005
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JP
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ELY
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GW
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1"=50'
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1"=5'
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04/09/2018
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SHEET 3 OF 7
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SI03
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1+00
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7085
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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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7090
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7095
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7100
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7105
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1" =
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0
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50'
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25
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50
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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MATCHLINE - STA 13+50 - SEE SHEET SI04
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0+00
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7085
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7090
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7060
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7065
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MATCHLINE - STA 13+50.00 SEE SHEET SI04
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SEE SHEET SI05
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SEE SHEET SI06
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STREET ABBREVIATIONS CBWCUT BANK WAY CUT BANK WAY RWRYEGATE WAY RYEGATE WAY SCSCOBY COURT SCOBY COURT WDWHEATLAND DRIVE WHEATLAND DRIVE DBDINES BOULEVARD (EX.) DINES BOULEVARD (EX.) CDSCUL-DE-SAC CUL-DE-SAC KNKNUCKLEKNUCKLE
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ABBREVIATION LEGEND - CENTERLINE INTERSECTION CENTERLINE INTERSECTION - FLOWLINE INTERSECTION - FLOWLINE INTERSECTION FLOWLINE INTERSECTION FLOWLINE INTERSECTION BTBEGIN TRANSITION BEGIN TRANSITION ETEND TRANSITION END TRANSITION PCPOINT OF CURVE POINT OF CURVE PCCPOINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCRPOINT OF CURB RETURB POINT OF CURB RETURB PRCPOINT OF REVERSE CURVE POINT OF REVERSE CURVE PTPOINT OF TANGENT POINT OF TANGENT ELELEVATION ELEVATION LTLEFT LEFT RTRIGHTRIGHT
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SF-17-025
dsdrice
Cloud+
dsdrice
Cloud+
Staff recommends providing complete details on ped. ramps to avoid field issues/potential redesign.
CIVIL CONSULTANTS, INC.
20 BO
ULDE
R CRE
SCEN
T, SU
ITE 11
0CO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
WHEATLAND DRIVESTA 13+50.00 TO STA 17+81.93
RIGHT FLOWLINE
LEFT FLOWLINE
WHEATLAND DRIVE STA 13+50.00 TO STA 17+81.93
WHEATLAND DRIVE KNUCKLESTA 0+00.00 TO STA 2+62.72
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5' ATTACHED SIDEWALK
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TYPE OPT C C&G
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APRV'D. BY:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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File: O:\09005A\Sterling Ranch No 2\dwg\Const Dwg\Street Plans\Residential\SI04.dwg Plotstamp: 4/9/2018 2:24 PM
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HORIZONTAL:
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VERTICAL:
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HOMESTEAD AT STERLING RANCH FILING NO. 1
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STREET IMPROVEMENT PLANS
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09-005
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JP
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ELY
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GW
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1"=50'
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1"=5'
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04/09/2018
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SHEET 4 OF 7
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SI04
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14+00
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7090
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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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0+00
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1+00
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2+00
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0
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25
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50
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100
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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MATCHLINE - STA 13+50.00 SEE SHEET SI03
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MATCHLINE - STA 13+50.00 - SEE SHEET SI03
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7090
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STREET ABBREVIATIONS CBWCUT BANK WAY CUT BANK WAY RWRYEGATE WAY RYEGATE WAY SCSCOBY COURT SCOBY COURT WDWHEATLAND DRIVE WHEATLAND DRIVE DBDINES BOULEVARD (EX.) DINES BOULEVARD (EX.) CDSCUL-DE-SAC CUL-DE-SAC KNKNUCKLEKNUCKLE
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ABBREVIATION LEGEND - CENTERLINE INTERSECTION CENTERLINE INTERSECTION - FLOWLINE INTERSECTION - FLOWLINE INTERSECTION FLOWLINE INTERSECTION FLOWLINE INTERSECTION BTBEGIN TRANSITION BEGIN TRANSITION ETEND TRANSITION END TRANSITION PCPOINT OF CURVE POINT OF CURVE PCCPOINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCRPOINT OF CURB RETURB POINT OF CURB RETURB PRCPOINT OF REVERSE CURVE POINT OF REVERSE CURVE PTPOINT OF TANGENT POINT OF TANGENT ELELEVATION ELEVATION LTLEFT LEFT RTRIGHTRIGHT
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SF-17-025
CIVIL CONSULTANTS, INC.
20 BO
ULDE
R CRE
SCEN
T, SU
ITE 11
0CO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
SCOBY COURTSTA 0+18.00 TO STA 3+52.73
RIGHT FLOWLINE
LEFT FLOWLINE
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SCOBY COURT CUL-DE-SACSTA 0+00.00 TO STA 2+84.70
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TOP OF EMBANKMENT = 7090.5
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xHP
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APRV'D. BY:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
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PROJECT NO.
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File: O:\09005A\Sterling Ranch No 2\dwg\Const Dwg\Street Plans\Residential\SI05.dwg Plotstamp: 4/10/2018 10:33 AM
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HOMESTEAD AT STERLING RANCH FILING NO. 1
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STREET IMPROVEMENT PLANS
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09-005
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JP
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ELY
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GW
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1"=50'
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04/09/2018
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SHEET 5 OF 7
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SI05
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1+00
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7080
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2+00
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4+00
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7085
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7090
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1" =
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0
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25
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50
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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0+00
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7070
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7075
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STREET ABBREVIATIONS CBWCUT BANK WAY CUT BANK WAY RWRYEGATE WAY RYEGATE WAY SCSCOBY COURT SCOBY COURT WDWHEATLAND DRIVE WHEATLAND DRIVE DBDINES BOULEVARD (EX.) DINES BOULEVARD (EX.) CDSCUL-DE-SAC CUL-DE-SAC KNKNUCKLEKNUCKLE
AutoCAD SHX Text
ABBREVIATION LEGEND - CENTERLINE INTERSECTION CENTERLINE INTERSECTION - FLOWLINE INTERSECTION - FLOWLINE INTERSECTION FLOWLINE INTERSECTION FLOWLINE INTERSECTION BTBEGIN TRANSITION BEGIN TRANSITION ETEND TRANSITION END TRANSITION PCPOINT OF CURVE POINT OF CURVE PCCPOINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCRPOINT OF CURB RETURB POINT OF CURB RETURB PRCPOINT OF REVERSE CURVE POINT OF REVERSE CURVE PTPOINT OF TANGENT POINT OF TANGENT ELELEVATION ELEVATION LTLEFT LEFT RTRIGHTRIGHT
AutoCAD SHX Text
SEE SHEET SI03
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SEE SHEET SI03
AutoCAD SHX Text
SF-17-025
dsdrice
Cloud+
dsdrice
Cloud+
Show grades tying in at all ends of profiles
dsdrice
Cloud+
dsdrice
Cloud+
These vertical curves do not meet criteria. Provide a deviation request if this is not going to be revised.
CIVIL CONSULTANTS, INC.
20 BO
ULDE
R CRE
SCEN
T, SU
ITE 11
0CO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
RIGHT FLOWLINE
LEFT FLOWLINE
LEFT FLOWLINE
RIGHT FLOWLINE
RYEGATE WAYSTA 0+18.00 TO STA 4+52.90
RYEGATE WAY - STA 0+18.00 TO STA 4+52.90
CUTBANK WAY CUL-DE-SACSTA 0+00.00 TO STA 2+84.70
CUTBANK WAYSTA 0+00.00 TO STA 0+86.41
CUTBANK WAY - STA 0+00.00 TO STA 0+86.41
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58
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TRACT 'O'
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TRACT 'J'
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TRACT 'AA'
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TRACT 'N'
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TRACT 'E' STERLING RANCH FUTURE RESIDENTIAL
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EXISTING DINES BOULEVARD
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WHEATLAND DRIVE
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TYPE OPT C C&G
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TYPE OPT C C&G
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5' ATTACHED SIDEWALK
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5' ATTACHED SIDEWALK
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xHP
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54
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63
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64
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65
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67
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68
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TRACT 'N'
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TRACT 'I'
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TRACT 'H'
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TRACT 'AA'
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TRACT 'E' STERLING RANCH FUTURE RESIDENTIAL
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63
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64
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65
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69
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TYPE OPT C C&G
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5' ATTACHED SIDEWALK
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NO.
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REVISIONS:
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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DATE:
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BY:
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DESCRIPTION:
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APRV'D. BY:
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DATE:
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THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
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CAUTION
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FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
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VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
AutoCAD SHX Text
PROJECT NO.
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File: O:\09005A\Sterling Ranch No 2\dwg\Const Dwg\Street Plans\Residential\SI06.dwg Plotstamp: 4/10/2018 10:37 AM
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HORIZONTAL:
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VERTICAL:
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SCALE:
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DATE:
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HOMESTEAD AT STERLING RANCH FILING NO. 1
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STREET IMPROVEMENT PLANS
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09-005
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JP
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ELY
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GW
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1"=50'
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1"=5'
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04/09/2018
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SHEET 6 OF 7
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SI06
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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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7090
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7095
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7100
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1" =
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0
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Scale in Feet
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50'
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25
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50
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100
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FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
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FOR BURIED UTILITY INFORMATION
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CALL 1-800-922-1987
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48 HRS BEFORE YOU DIG
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SEE SHEET SI03
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SEE SHEET SI03
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0+00
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1+00
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2+00
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0+00
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7085
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7090
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7090
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7090
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1+00
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2+00
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3+00
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0+00
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STREET ABBREVIATIONS CBWCUT BANK WAY CUT BANK WAY RWRYEGATE WAY RYEGATE WAY SCSCOBY COURT SCOBY COURT WDWHEATLAND DRIVE WHEATLAND DRIVE DBDINES BOULEVARD (EX.) DINES BOULEVARD (EX.) CDSCUL-DE-SAC CUL-DE-SAC KNKNUCKLEKNUCKLE
AutoCAD SHX Text
ABBREVIATION LEGEND - CENTERLINE INTERSECTION CENTERLINE INTERSECTION - FLOWLINE INTERSECTION - FLOWLINE INTERSECTION FLOWLINE INTERSECTION FLOWLINE INTERSECTION BTBEGIN TRANSITION BEGIN TRANSITION ETEND TRANSITION END TRANSITION PCPOINT OF CURVE POINT OF CURVE PCCPOINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCRPOINT OF CURB RETURB POINT OF CURB RETURB PRCPOINT OF REVERSE CURVE POINT OF REVERSE CURVE PTPOINT OF TANGENT POINT OF TANGENT ELELEVATION ELEVATION LTLEFT LEFT RTRIGHTRIGHT
AutoCAD SHX Text
SF-17-025
dsdrice
Cloud+
dsdrice
Cloud+
These vertical curves do not meet criteria.
dsdrice
Cloud+
dsdrice
Cloud+
Show grades tying in at all ends of profiles
CIVIL CONSULTANTS, INC.
20 BO
ULDE
R CRE
SCEN
T, SU
ITE 11
0CO
LORA
DO SP
RINGS
, CO
8090
3PH
ONE:
719.9
55.54
85
AutoCAD SHX Text
RYEGATE WAY
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SCOBY COURT
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WHEATLAND DRIVE
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CUT BANK WAY
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EXISTING DINES BOULEVARD
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EXISTING VOLLMER ROAD
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TRACT 'P'
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TRACT 'O'
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TRACT 'O'
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TRACT 'N'
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TRACT 'I'
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TRACT 'L'
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TRACT 'J'
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TRACT 'J'
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TRACT 'J'
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TRACT 'H'
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TRACT 'H'
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TRACT 'AA'
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TRACT 'Z'
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1
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72
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STOP
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R1-1 (30"x30")
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D-3 (4" FONT)
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WHEATLAND DRIVE
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RYEGATE WAY
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STOP
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R1-1 (30"x30")
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D-3 (4" FONT)
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DINES BOULEVARD
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RYEGATE WAY
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STOP
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R1-1 (30"x30")
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D-3 (4" FONT)
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CUT BANK WAY
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DINES BLVD
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W14-2
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NO OUTLET
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STOP
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R1-1 (30"x30")
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D-3 (4" FONT)
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SCOBY COURT
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WHEATLAND DRIVE
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W14-2
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NO OUTLET
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STOP
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R1-1 (30"x30")
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D-3 (4" FONT)
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DINES BOULEVARD
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WHEATLAND DRIVE
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STOP
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R1-1 (30"x30")
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D-3 (4" FONT)
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DINES BOULEVARD
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WHEATLAND DRIVE
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TRACT 'A'
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65
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64
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63
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MCCLINTOCK STATION LOT C
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TRACT 'K' STERLING RANCH FUTURE RESIDENTIAL
AutoCAD SHX Text
TRACT 'F' DETENTION POND 8
AutoCAD SHX Text
TRACT 'BB' STERLING RANCH FUTURE RESIDENTIAL
AutoCAD SHX Text
TRACT 'E' STERLING RANCH FUTURE RESIDENTIAL
AutoCAD SHX Text
MCCLINTOCK STATION LOT A
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TRACT 'C' STERLING RANCH FUTURE COMMERCIAL
AutoCAD SHX Text
1" =
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0
AutoCAD SHX Text
Scale in Feet
AutoCAD SHX Text
60'
AutoCAD SHX Text
30
AutoCAD SHX Text
60
AutoCAD SHX Text
120
AutoCAD SHX Text
FOR LOCATING & MARKING GAS, ELECTRIC, WATER & TELEPHONE LINES
AutoCAD SHX Text
FOR BURIED UTILITY INFORMATION
AutoCAD SHX Text
CALL 1-800-922-1987
AutoCAD SHX Text
48 HRS BEFORE YOU DIG
AutoCAD SHX Text
STREET ABBREVIATIONS CBWCUT BANK WAY CUT BANK WAY RWRYEGATE WAY RYEGATE WAY SCSCOBY COURT SCOBY COURT WDWHEATLAND DRIVE WHEATLAND DRIVE DBDINES BOULEVARD (EX.)DINES BOULEVARD (EX.)
AutoCAD SHX Text
NO.
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REVISIONS:
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CHECKED BY:
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DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
DESCRIPTION:
AutoCAD SHX Text
APRV'D. BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
AutoCAD SHX Text
CAUTION
AutoCAD SHX Text
FOR AND ON BEHALF OF M&S CIVIL CONSULTANTS, INC.
AutoCAD SHX Text
VIRGIL A. SANCHEZ, COLORADO P.E. NO. 37160
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
File: O:\09005A\Sterling Ranch No 2\dwg\Const Dwg\Street Plans\Residential\SI07.dwg Plotstamp: 4/9/2018 3:11 PM
AutoCAD SHX Text
HORIZONTAL:
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VERTICAL:
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SCALE:
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DATE:
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HOMESTEAD AT STERLING RANCH FILING NO. 1
AutoCAD SHX Text
SIGNAGE & STRIPING PLAN
AutoCAD SHX Text
09-005
AutoCAD SHX Text
JP
AutoCAD SHX Text
ELY
AutoCAD SHX Text
GW
AutoCAD SHX Text
1"=50'
AutoCAD SHX Text
1"=5'
AutoCAD SHX Text
04/09/2018
AutoCAD SHX Text
SHEET 7 OF 7
AutoCAD SHX Text
SI07
AutoCAD SHX Text
SF-17-025
CD V2 RedlinesMarkup Summary
Subject: Text BoxPage Label: [1] SI01Date: 7/26/2018 3:43:25 PMAuthor: dsdriceColor:
Include utility plans
dsdrice (9)
Subject: Cloud+Page Label: [1] SI02Date: 7/26/2018 3:44:52 PMAuthor: dsdriceColor:
DPW
Subject: Cloud+Page Label: [1] SI02Date: 7/26/2018 3:52:04 PMAuthor: dsdriceColor:
EPC PCD
Subject: Cloud+Page Label: [1] SI02Date: 7/26/2018 3:52:37 PMAuthor: dsdriceColor:
PCD
Subject: Cloud+Page Label: [1] SI05Date: 7/26/2018 4:04:02 PMAuthor: dsdriceColor:
Show grades tying in at all ends of profiles
Subject: Cloud+Page Label: [1] SI05Date: 7/26/2018 4:07:38 PMAuthor: dsdriceColor:
These vertical curves do not meet criteria. Providea deviation request if this is not going to berevised.
Subject: Cloud+Page Label: [1] SI06Date: 7/26/2018 4:09:20 PMAuthor: dsdriceColor:
These vertical curves do not meet criteria.
Subject: Cloud+Page Label: [1] SI06Date: 7/26/2018 4:09:53 PMAuthor: dsdriceColor:
Show grades tying in at all ends of profiles
Subject: Cloud+Page Label: [1] SI03Date: 7/26/2018 4:12:16 PMAuthor: dsdriceColor:
Staff recommends providing complete details onped. ramps to avoid field issues/potential redesign.
Include utility plans
DPW
EPC PCD
PCD
STA 0+Show grades tying in atall ends of profiles
These vertical curves donot meet criteria. Providea deviation request if thisis not going to be revised.
These verticalcurves do notmeet criteria.
Show grades tying in atall ends of profiles
Staff recommends providing complete details onped. ramps to avoid field issues/potentialredesign.