01-Prelim Plan Title Sheet€¦ · Preliminary Plan\01-Prelim Plan Title Sheet.dwg. APZ2 ZONEAPZ1...
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Stantec Consulting Inc.
01-Prelim Plan Title Sheet€¦ · Preliminary Plan\01-Prelim Plan Title Sheet.dwg. APZ2 ZONEAPZ1 ZONE APZ2 ZONE APZ1 ZONE. Stantec Consulting Inc. DETENTION POND TRACT 'H' DETENTION
TYPICAL SECTION (URBAN LOCAL ROADWAY) 'B' STREET, 'D' - 'H' STREETS, 'L' - 'U' STREETS, & PART OF 'C' STREET BETWEEN 'F' STREET & EASTERN PROPERTY LINE
TYPICAL SECTION (URBAN NON-RESIDENTIAL COLLECTOR) 'A' & 'K' STREETS & PART OF 'C' STREET BETWEEN 'A' & 'F' STREETS
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WATERVIEW EAST PRELIMINARY PLAN LOCATED IN A PORTION OF SECTION 9, T15S, R65W OF THE 6TH P.M., SECTION 9, T15S, R65W OF THE 6TH P.M., EL PASO COUNTY, STATE OF COLORADO
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VICINITY MAP
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N.T.S.
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TOTAL RESIDENTIAL LOTS: 713 TOTAL COMMERCIAL LOTS: 9 TOTAL TRACTS: 12
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DEDICATION & TRACT MAINTENANCE INFORMATION: TRACTS NOTED BELOW ARE TO BE OWNED AND MAINTAINED BY THE WATERVIEW II METROPOLITAN DISTRICT. THE DISTRICT WILL OWN AND MAINTAIN FACILITIES FOR THE FOLLOWING TRACTS BELOW: TRACTS A, B, C, D, E, F, G, H, I, J, K AND L: OPEN SPACE, DRAINAGE, ACCESS & UTILITIES (MAY INCLUDE: RECREATIONAL EQUIPMENT, LIGHTS, SIGNAGE, MAIL BOXES AND UTILITIES/DRAINAGE). NOTE: ALL TRACTS CAN BE USED FOR PUBLIC UTILITY IMPROVEMENTS.
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GENERAL NOTES: 1.UNLESS SHOWN OTHERWISE, ALL SIDE LOT LINES SHALL BE PLATTED WITH A (5') WIDE UNLESS SHOWN OTHERWISE, ALL SIDE LOT LINES SHALL BE PLATTED WITH A (5') WIDE PUBLIC UTILITY AND DRAINAGE EASEMENT. ALL FRONT AND REAR LOT LINES SHALL HEREBY BE PLATTED WITH A (5') AND (10') WIDE PUBLIC UTILITY AND DRAINAGE EASEMENT RESPECTIVELY. (20') EXTERIOR EASEMENTS SHALL BE PLATTED FOR THE OVERALL RESIDENTIAL BOUNDARY AS SHOWN PER PLAN. THE SOLE RESPONSIBILITY FOR MAINTENANCE OF THESE EASEMENTS IS HEREBY VESTED WITH THE INDIVIDUAL PROPERTY OWNER(S). 2.ALL STRUCTURAL FOUNDATIONS SHALL BE LOCATED AND DESIGNED BY A PROFESSIONAL ALL STRUCTURAL FOUNDATIONS SHALL BE LOCATED AND DESIGNED BY A PROFESSIONAL ENGINEER WHOS IS CURRENTLY REGISTERED IN THE STATE OF COLORADO. 3.BEFORE CONSTRUCTION REFER TO THE GEOLOGIC HAZARD STUDY PREPARED BY ENTECH BEFORE CONSTRUCTION REFER TO THE GEOLOGIC HAZARD STUDY PREPARED BY ENTECH ENGINEERING INC. COMMON HAZARDS WILL BE MITIGATED THROUGH SITE GRADING TECHNIQUES. 4.PUBLIC IMPROVEMENTS TO BE GUARANTEED BY METHODS DESCRIBED BY THE PUBLIC IMPROVEMENTS TO BE GUARANTEED BY METHODS DESCRIBED BY THE ENGINEERING CRITERIA MANUAL AND SHALL BE GUARANTEED WITH A LETTER OF CREDIT IF APPLICABLE. 5.NO PART OF THIS PROPERTY FALLS IN THE 500 YEAR FLOOD PLAIN (EST. BY FEMA). NO PART OF THIS PROPERTY FALLS IN THE 500 YEAR FLOOD PLAIN (EST. BY FEMA). 6.NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC NOTWITHSTANDING ANYTHING DEPICTED IN THESE PLANS IN WORDS OR GRAPHIC REPRESENTATION, ALL DESIGN AND CONSTRUCTIN 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 TO BE ACCEPTABLE. 7.BUILDERS ARE STRONGLY ENCOURAGED TO PROVIDE INDUSTRY STANDARD SOUND BUILDERS ARE STRONGLY ENCOURAGED TO PROVIDE INDUSTRY STANDARD SOUND PROOFING MATERIALS FOR HOMES BUILT IN AREAS IMPACTED BY NOISE CAUSED BY AIRCRAFT OPERATIONS. 8.THE DEVELOPER, HOME BUILDERS AND HOA SHALL TRY TO THE BEST OF THEIR ABILITIES THE DEVELOPER, HOME BUILDERS AND HOA SHALL TRY TO THE BEST OF THEIR ABILITIES TO INCORPORATE THE COLORADO DIVISION OF WILDLIFE RECOMMENDATIONS FOR GARBAGE CONTAINMENT, WEED CONTROL AND RIPARIAN/WETLAND PROTECTION/BUFFER ZONES (CONTACT NUMBER:303-2097-1192) 9.THE WIDEFIELD WATER AND SANITATION DISTRICT HAS APPROVED 713 LOTS FOR THE THE WIDEFIELD WATER AND SANITATION DISTRICT HAS APPROVED 713 LOTS FOR THE WATERVIEW EAST DEVELOPMENT. THE DEVELOPER SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE WATER DISTRICT AND SANITATION DISTRICT PRIOR TO PLATTING OVER 713 LOTS. 10.NOISE MITIGATION ALONG POWERS BOULEVARD WILL BE ACHIEVED BY A SOIL BERM. NOISE MITIGATION ALONG POWERS BOULEVARD WILL BE ACHIEVED BY A SOIL BERM. 11.ALL SIGHT TRIANGLES WILL BE CREATED BY ROW DEDICATION. ALL SIGHT TRIANGLES WILL BE CREATED BY ROW DEDICATION. 12.LANDSCAPING ALONG POWERS BOULVEVARD WILL INCLUDE XEWERISCAPE AND EVERGREEN LANDSCAPING ALONG POWERS BOULVEVARD WILL INCLUDE XEWERISCAPE AND EVERGREEN TREES 13.ANCILLARY ACCESS TO THE COMMERCIAL LOTS WILL BE DETERMINED AT FINAL PLAT.ANCILLARY ACCESS TO THE COMMERCIAL LOTS WILL BE DETERMINED AT FINAL PLAT.
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COLORADO SPRINGS AIRPORT STANDARD NOTES: 1.THE APPLICANT SHALL VOLUNTARILY MAKE A 30-DB REDUCTION IN THE APPLICANT SHALL VOLUNTARILY MAKE A 30-DB REDUCTION IN EXTERIOR NOISE PENETRATION BY SOUNDPROOFING (UTILIZING FAA-RECOMMENDATIONS) CONSTRUCTION TECHNIQUES AND PREFORMED BY A CERTIFIED ACOUSTICAL ENGINEER.
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1.COUNTY STANDARD BASE COURSE-REFER TO THE EL PASO COUNTY ENGINEERING CRITERIA MANUAL STANDARD COUNTY STANDARD BASE COURSE-REFER TO THE EL PASO COUNTY ENGINEERING CRITERIA MANUAL STANDARD SPECIFICATIONS. 2.SUBGRADE COMPACTED IN ACCORDANCE WITH EL PASO COUNTY STANDARD. SUBGRADE COMPACTED IN ACCORDANCE WITH EL PASO COUNTY STANDARD. 3.REFER TO COUNTY SUBDIVISION POLICY MANUAL FOR REQUIRED ROW AND STREET WIDTHS AND OTHER STREET REFER TO COUNTY SUBDIVISION POLICY MANUAL FOR REQUIRED ROW AND STREET WIDTHS AND OTHER STREET SECTIONS. 4.REFER TO EL PASO COUNTY STANDARD DETAILS FOR CURB AND GUTTER. REFER TO EL PASO COUNTY STANDARD DETAILS FOR CURB AND GUTTER. 5.CUL-DE-SAC DESIGN STANDARDS PER EL PASO COUNTY ENGINEERING CRITERIA MANUAL STANDARD CUL-DE-SAC DESIGN STANDARDS PER EL PASO COUNTY ENGINEERING CRITERIA MANUAL STANDARD SPECIFICATIONS.
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LEGAL DESCRIPTION: KNOW ALL MEN BY THESE PRESENTS: THAT WATERVIEW INVESTMENTS LLC, BEING THE OWNER OF THE FOLLOWING DESCRIBED PARCEL OF LAND: THAT INCLUDES: A TRACT OF LAND LOCATED IN A PORTION OF SECTION 19, TOWNSHIP 15 SOUTH, RANGE 65 WEST OF THE 65th P.M., EL PASO COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 9, A DISTANCE OF 1613.76 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION: 1. THENCE S00°19'32"E CONTINUING ALONG THE NORTH-SOUTH CENTERLINE OFSAID SECTION 9, A DISTANCE OF 3638.37 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 9; 2. THENCE S89°33'35"W ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OFSAID SECTION 9, A DISTANCE OF 2495.44 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF POWERS BOULEVARD AS RECORDED IN BOOK 5307 AT PAGE 1472 OF THE RECORDS OF SAID EL PASO COUNTY; THE FOLLOWING TWO (2) COURSES FOLLOW SAID EASTERLY RIGHT-OF-WAY LINE: 3. THENCE N00°29'10"W A DISTANCE OF 3037.92 FEET TO A POINT OF CURVE TOTHE RIGHT: 4. THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIUS OF 150.00 FEET, A DELTA ANGLE OF 87°49'03", AN ARC LENGTH OF 229.91 FEET,WHOSE LONG CHORD BEARS N43°25'21"E A DISTANCE OF 208.05 FEET TO APOINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF BRADLEY ROAD AS RECORDED IN BOOK 5307 AT PAGE 1472 OF THE RECORDS OF SAID EL PASO COUNTY; THE FOLLOWING FIVE (5) COURSES FOLLOW SAID SOUTHERLY RIGHT-OF-WAY LINE: 5. THENCE N87°19'53"E A DISTANCE OF 53.06 FEET TO A POINT OF CURVE TO THELEFT; 6. THENCE ALONG THE ARC OF SAID CURVE TO THE LEFT WITH A RADIUS OF 2969.79 FEET, A DELTA ANGLE OF 12°59'05", AN ARC LENGTH OF 673.03 FEET,WHOSE LONG CHORD BEARS N80°50'20"E A DISTANCE OF 671.59 FEET;7. THENCE N74°20'48"E A DISTANCE OF 952.02 FEET TO A POINT OF CURVE TOTHE RIGHT; 8. THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT WITH A RADIUS OF 2759.79 FEET, A DELTA ANGLE OF 15°09'41", AN ARC LENGTH OF 730.29 FEET,WHOSE LONG CHORD BEARS N81°55'38"E A DISTANCE OF 728.16 FEET:9. THENCE N89°30'29"E A DISTANCE OF 3.77 FEET TO THE TRUE POINT OFBEGINNING OF THIS DESCRIPTION. THE ABOVE TRACT OF LAND CONTAINS 195.25 ACRES, MORE OR LESS.
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BRADLEY ROAD
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EXPRESSWAY
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HANCOCK
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SOUTH POWERS BLVD
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GRINNELL BLVD
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GOLDFIELD DR
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FONTAINE BLVD
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FOUNTAIN MESA RD
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MESA RIDGE PKWY
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SOUTH US HIGHWAY 85
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SO. PACIFIC RAILROAD
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MUNICIPAL AIRPORT
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COLORADO SPRINGS
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FORT CARSON
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RESERVOIR
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BIG JOHNSON
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FOUNTAIN
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CREEK
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PARK
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MILITARY BASE
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FOUNTAIN CREEK
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SUBDIVIDER/PETITIONER: CPR ENTITLEMENTS AND SWV, LLC 31 N. TEJON ST., SUITE 500 COLORADO SPRINGS, CO 80903
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PLAN PREPARED BY: STANTEC 1110 ELKTON DRIVE, SUITE B COLORADO SPRINGS, CO 80907
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LAND OWNER: EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT., SUITE 200 COLORADO SPRINGS, CO 80903
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1. TITLE SHEET TITLE SHEET 2. SHEET INDEX SHEET INDEX 3.-8. PRELIMINARY PLAN PRELIMINARY PLAN 9GRADING PLANGRADING PLAN
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SHEET INDEX
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LOCATION MAP
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SCALE: 1"=1000'
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2-27-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Units:
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Initials:
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Full Path & Drawing File Name: V:\1817\active\181710214\CAD\Plansheets
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Index of Revisions
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181710214
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Sheet Number
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8-17-18
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JM
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Title Sheet
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see plan
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www.stantec.com
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Fax.
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Tel.
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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BG
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PF
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WATERVIEW EAST PRELIMINARY PLAN
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BRADLEY ROAD
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SOUTH POWERS BLVD
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MARKSHEFFEL ROAD
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SOUTH POWERS BLVD
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BRADLEY ROAD
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BIG JOHNSON RESERVOIR
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PCD File # SP-17-010
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COMMERCIAL SITE DATA: NAME OF SUBDIVISION: WATERVIEW EAST EXISTING ZONING: A-5 PROPOSED ZONING: CS PROPOSED USE: COMMERCIAL AND OPEN SPACE AREA (GROSS): 28.36 ac. (28.36 Commercial) AREA (NET): 26.66 ac. (26.66 Commercial) STREET PAVEMENT TYPE: BITUMINOUS PAVEMENT SETBACKS: FRONT: 25' ON ALL LOTS PERIMETER: 25' REAR: 25' ON ALL LOTS ACCESSORY STRUCTURES: SEE EL PASO COUNTY LAND DEVELOPMENT CODE FOR ADDITIONAL LIMITS AND ALLOWANCES. BUILDING HEIGHT: 45' MAX.
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RESIDENTIAL SITE DATA: NAME OF SUBDIVISION: WATERVIEW EAST EXISTING ZONING: A-5 PROPOSED ZONING: RS-5000 PROPOSED USE: DETACHED SINGLE FAMILY RESIDENTIAL DWELLINGS AND OPEN SPACE AREA (GROSS): 166.89 ac. (166.89 Residential) AREA (NET): 134.27 ac. (134.27 Residential) STREET PAVEMENT TYPE: BITUMINOUS PAVEMENT (TYPICAL RESIDENTIAL) SETBACKS: FRONT: 25' ON ALL LOTS SIDE: 5' ON ALL LOTS REAR: 25' ON ALL LOTS ACCESSORY STRUCTURES (SHEDS, GAZEBOS, ETC.) SHALL HAVE A 5' REAR LOT SETBACK. BUILDING HEIGHT: 30' MAX. USES: ALL RS5000 ZONE USES ARE PERMITTED.
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COMMERCIAL SITE
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RESIDENTIAL SITE
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Preliminary Plan\01-Prelim Plan Title Sheet.dwg
APZ1 ZONEAPZ2 ZONE
APZ2 ZONE APZ1 ZONE
Stantec Consulting Inc.
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DETENTION POND TRACT 'H'
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DETENTION POND TRACT 'E'
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TRACT 'D'
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TRACT 'B'
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TRACT 'C'
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TRACT 'A'
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TRACT 'F'
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TRACT 'G'
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STATE OF COLORADO C/O DIVISION OF PURCHASING 633 17TH ST #1520 DENVER, CO 80202
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BLUESTEM PRAIRIE OPEN SPACE
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AG MARKSHEFFEL-WOODMENT INVESTS, LLC 102 E PIKES PEAK AVE #200 COLO SPGS, CO 80903
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CITY OF COLORADO SPRINGS
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BRADLEY ROAD (CDOT JURISDICTION, WEST OF COLLECTOR FULL MOVEMENT INTERSECTION)
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT #200 COLO SPGS, CO 80906
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TRACT 'I'
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TRACT 'J'
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TRACT 'J'
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TRACT 'K'
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TRACT 'L'
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S89°33'39"W
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2495.46'
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S00°19'33"E
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3638.41'
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R=2759.79' L=730.29' Δ=15°09'41"
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S87°19'53"W
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53.06'
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R=150.00' L=229.90' Δ=87°48'56"
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SHEET 6
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SHEET 7
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SHEET 8
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SHEET 5
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SHEET 4
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SHEET 3
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FUTURE PROPOSED CDOT INTERCHANGE
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COMMERCIAL SITE
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COMMERCIAL SITE
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L=552.21'
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N74°20'48"E
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R=2074.21'
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1062.13'
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N74°20'48"E
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545.14'
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R=2864.79'
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L=758.07'
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N89°40'37"E
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289.88'
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Δ=12°59'05"R=2969.79' L=673.03'
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POWERS BLVD. (CDOT JURISDICTION)
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COMMERCIAL SITE
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AG BLH NO. 4 LLC 111 S. TEJON ST #222 COLO SPGS, CO 80903
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CITY OF COLORADO SPRINGS PO BOX 1575, MAIL CODE 455 COLO SPGS, CO 80901
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT #200 COLO SPGS, CO 80906
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT #200 COLO SPGS, CO 80906
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT #200 COLO SPGS, CO 80906
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COLORADO CENTRE METRO DISTRICT 4770 HORIZONVIEW DR COLO SPGS, CO 80903
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'H' STREET
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'F' STREET
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'J' STREET
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'I' STREET
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'G' STREET
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'E' STREET
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'X' STREET
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'P' STREET
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'A' STREET
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'M' STREET
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'Y' STREET
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'Q' STREET
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'R' STREET
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'T' STREET
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'W' STREET
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'V' STREET
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'S' STREET
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'L' STREET
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'O' STREET
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'K' STREET
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'U' STREET
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'A' STREET
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'P' STREET
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'H' STREET
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'C' STREET
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'D' STREET
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'B' STREET
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'Z' STREET
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'N' STREET
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BRADLEY ROAD (EL PASO COUNTY JURISDICTION)
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3037.92'
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N00°29'10"W
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OFFSITE IMPROVEMENTS REQUIRED ON BRADLEY ROAD. SEE SPRINGS AT WATERVIEW EAST PRELIMINARY PLAN TRAFFIC IMPACT STUDY DATED JUNE 22, 2018 BY LSC TRANSPORTATION CONSULTANTS, INC TABLE ___ FOR SPECIFIC IMPROVEMENTS.
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OFFSITE IMPROVEMENTS REQUIRED ON BRADLEY ROAD. SEE SPRINGS AT WATERVIEW EAST PRELIMINARY PLAN TRAFFIC IMPACT STUDY DATED JUNE 22, 2018 BY LSC TRANSPORTATION CONSULTANTS, INC TABLE ___ FOR SPECIFIC IMPROVEMENTS.
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Acad Ver.
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2014
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Full Path & Drawing File Name: V:\1817\active\181710214\CAD\Plansheets
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Index of Revisions
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181710214
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Sheet Number
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8-17-18
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JM
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see plan
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www.stantec.com
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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BG
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PF
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WATERVIEW EAST PRELIMINARY PLAN INDEX MAP
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400
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200
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200
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PCD File # SP-17-010
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Preliminary Plan\02-Prelim Plan Index Map.dwg
Stantec Consulting Inc.
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AG MARKSHEFFEL-WOODMENT INVESTS, LLC
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP
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0
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Full Path & Drawing File Name: V:\1817\active\181710214\CAD\Plansheets
Revise ramp to a parallel pedestrian ramp similar to what is shown on intersection of 'E' Street and 'P' street.
Daniel Torres
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Stantec Consulting Inc.
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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(50' R.O.W.-URBAN LOCAL
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(80' R.O.W.-URBAN COLLECTOR-ASPHALT)
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STATE OF COLORADO C/O DIVISION OF PURCHASING
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N
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160
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Full Path & Drawing File Name: V:\1817\active\181710214\CAD\Plansheets
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181710214
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Sheet Number
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8-17-18
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JM
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www.stantec.com
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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CMD/BG
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PF/BG
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WATERVIEW EAST PRELIMINARY PLAN
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Preliminary Plan\03-09-Preliminary Plan.dwg
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%%UKEY MAP
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N.T.S.
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N
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SHT 4
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SHT 6
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SHT 7
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SHT 3
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'N' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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MATCHLINE - SEE SHEET 4
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MATCHLINE - SEE SHEET 7
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MATCHLINE - SEE SHEET 6
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'M' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'Q' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'T' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'R' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'O' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'P' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'Z' STREET
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'Y' STREET
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'X' STREET
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25' BUILDING SETBACK PER RS-5000 ZONING (TYPICAL)
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LEGEND
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PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY SHEET MATCHLINE FRONT SETBACK LINE
Stantec Consulting Inc.
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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STATE OF COLORADO C/O DIVISION OF PURCHASING
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BLUESTEM PRAIRIE OPEN SPACE
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP
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N
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160
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80
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0
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80
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SCALE: 1"=80'
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4-3-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Units:
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Full Path & Drawing File Name: V:\1817\active\181710214\CAD\Plansheets
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Index of Revisions
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181710214
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Sheet Number
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8-17-18
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JM
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Grading Plan
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see plan
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www.stantec.com
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Fax.
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Tel.
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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CMD/BG
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PF/BG
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WATERVIEW EAST PRELIMINARY PLAN
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Preliminary Plan\03-09-Preliminary Plan.dwg
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%%UKEY MAP
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N.T.S.
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N
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SHT 4
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SHT 5
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SHT 6
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SHT 7
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SHT 8
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SHT 3
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APZ 1 ZONE APZ 2 ZONE
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APZ 2 ZONE
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MATCHLINE - SEE SHEET 7
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MATCHLINE - SEE SHEET 8
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MATCHLINE - SEE SHEET 5
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'M' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'S' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'L' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'R' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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S. POWERS BLVD
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(210' ROW - ARTERIAL)
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'W' STREET
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'V' STREET
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25' BUILDING SETBACK PER RS-5000 ZONING (TYPICAL)
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'0' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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FUTURE POWERS BLVD. CONSTRUCTION (CDOT)
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LEGEND
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PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY SHEET MATCHLINE FRONT SETBACK LINE
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TRACT J 101,113 SF
Stantec Consulting Inc.
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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N
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160
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80
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0
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80
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SCALE: 1"=80'
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4-3-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Units:
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Full Path & Drawing File Name: V:\1817\active\181710214\CAD\Plansheets
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Index of Revisions
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181710214
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Sheet Number
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8-17-18
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JM
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Grading Plan
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see plan
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www.stantec.com
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Fax.
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Tel.
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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CMD/BG
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PF/BG
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WATERVIEW EAST PRELIMINARY PLAN
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Preliminary Plan\03-09-Preliminary Plan.dwg
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%%UKEY MAP
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N.T.S.
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N
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SHT 4
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SHT 5
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SHT 6
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SHT 7
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SHT 8
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SHT 3
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'U' STREET
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MATCHLINE - SEE SHEET 5
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MATCHLINE - SEE SHEET 6
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MATCHLINE - SEE SHEET 4
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MATCHLINE - SEE SHEET 3
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MATCHLINE - SEE SHEET 8
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'G' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'A' STREET
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(80' ROW - NON-RESIDENTIAL COLLECTOR - ASPHALT)
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'H' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'F' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'C' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'C' STREET
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(80' ROW - NON-RESIDENTIAL COLLECTOR - ASPHALT)
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'K' STREET
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(80' ROW - NON-RESIDENTIAL COLLECTOR - ASPHALT)
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'P' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'R' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'0' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'I' STREET
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'J' STREET
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APZ 1 ZONE APZ 2 ZONE
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APZ 2 ZONE
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APZ 1 ZONE
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25' BUILDING SETBACK PER RS-5000 ZONING (TYPICAL)
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'L' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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LEGEND
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PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY SHEET MATCHLINE FRONT SETBACK LINE
dsdlaforce
Highlight
dsdlaforce
Highlight
Daniel Torres
Callout
Unresolved. Provide ramp at "T" intersections.
Daniel Torres
Callout
Revise ramp to a parallel pedestrian ramp similar to what is shown on intersection of 'F' Street and 'H' street.
Daniel Torres
Callout
Revise ramp to parallel pedestrian ramp or provide a landing area behind the ramp.
Daniel Torres
Highlight
Daniel Torres
Highlight
Daniel Torres
Highlight
Daniel Torres
Highlight
Stantec Consulting Inc.
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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(50' R.O.W.-URBAN LOCAL
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(50' R.O.W.-URBAN LOCAL-ASPHALT)
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ASPHALT
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BLUESTEM PRAIRIE OPEN SPACE
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP
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N
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160
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80
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0
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80
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SCALE: 1"=80'
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4-3-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Units:
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Initials:
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Initials:
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Scale:
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Structure
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Full Path & Drawing File Name: V:\1817\active\181710214\CAD\Plansheets
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Index of Revisions
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181710214
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Sheet Number
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8-17-18
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JM
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Grading Plan
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see plan
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www.stantec.com
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Fax.
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Tel.
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1110 Elkton Drive
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Suite B
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Colorado Springs, CO 80907
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(719) 432-6889
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CMD/BG
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PF/BG
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WATERVIEW EAST PRELIMINARY PLAN
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NOTES: 1. ACCESS TO THE COMMERCIAL SITES WILL BE LIMITED TO ONLY THE APPROVED LOCATION AND ONLY THE APPROVED TRAFFIC LOCATION AT THESE LOCATIONS. A RECIPROCAL ACCESS EASEMENT WILL BE REQUIRED FOR THE COMMERCIAL LOTS.
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Preliminary Plan\03-09-Preliminary Plan.dwg
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%%UKEY MAP
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N.T.S.
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N
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SHT 4
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SHT 6
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SHT 7
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SHT 8
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SHT 3
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APZ 1 ZONE APZ 2 ZONE
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APZ 1 ZONE
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BRADLEY ROAD
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(210' ROW - ARTERIAL) EL PASO COUNTY JURISDICTION
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BRADLEY ROAD
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(210' ROW - ARTERIAL) CDOT JURISDICTION
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S. POWERS BLVD
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(210' ROW - ARTERIAL)
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'A' STREET
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(100' ROW - NON-RESIDENTIAL COLLECTOR - ASPHALT)
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MATCHLINE - SEE SHEET 3
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MATCHLINE - SEE SHEET 6
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MATCHLINE - SEE SHEET 7
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'L' STREET
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(50' ROW - URBAN LOCAL - ASPHALT)
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'K' STREET
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(80' ROW - NON-RESIDENTIAL COLLECTOR - ASPHALT)
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'C' STREET
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(80' ROW - NON-RESIDENTIAL COLLECTOR - ASPHALT)
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FUTURE POWERS BLVD. CONSTRUCTION (CDOT)
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LEGEND
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PROPERTY BOUNDARY PROPOSED RIGHT-OF-WAY SHEET MATCHLINE FRONT SETBACK LINE
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FULL MOVEMENT ACCESS POINT
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FULL MOVEMENT ACCESS POINT
dsdlaforce
Highlight
dsdlaforce
Highlight
dsdlaforce
Highlight
dsdlaforce
Highlight
dsdlaforce
Callout
Why are the sidewalks (yellow highlight) extended as such. This does not appear to be necessary.
dsdlaforce
Length Measurement
12.0 ft
dsdlaforce
Callout
Based on the revised road provide an Autoturn exhibit. This access appears to be too narrow for a multi-unit truck maneuver without tracking onto the curb and gutter or median island. If you look the an urban non-residential cross section the through lanes are 18' wide measured from lip of curb and gutter. Revise A Street lane configuration.
dsdlaforce
Callout
While the matchline can stay along the centerline of the road, adjust the viewport on the sheets to show the entire street section. As presented it is difficult to review how the road is configured. Example: Unable to quickly determine if this is a 4-way intersection or if ramps were placed across the street.
Daniel Torres
Callout
Revise ramp to parallel pedestrian ramp or provide a landing area behind the ramp.
dsdlaforce
Callout
Show the lane striping configuration and provide a typical street cross section. How wide is the median island supposed to be?
Daniel Torres
Callout
Adjust ramp so that they are directly across from each other.
APZ1 ZONEAPZ2 ZONE
APZ2 ZONE APZ1 ZONE
Stantec Consulting Inc.
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DETENTION POND TRACT 'H'
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DETENTION POND TRACT 'E'
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STATE OF COLORADO C/O DIVISION OF PURCHASING 633 17TH ST #1520 DENVER, CO 80202
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BLUESTEM PRAIRIE OPEN SPACE
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AG MARKSHEFFEL-WOODMENT INVESTS, LLC 102 E PIKES PEAK AVE #200 COLO SPGS, CO 80903
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CITY OF COLORADO SPRINGS
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BRADLEY ROAD (CDOT JURISDICTION, WEST OF COLLECTOR FULL MOVEMENT INTERSECTION)
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT #200 COLO SPGS, CO 80906
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S89°33'39"W
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2495.46'
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S00°19'33"E
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3638.41'
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R=2759.79' L=730.29' Δ=15°09'41"
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S87°19'53"W
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53.06'
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R=150.00' L=229.90' Δ=87°48'56"
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FUTURE PROPOSED CDOT INTERCHANGE
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L=552.21'
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N74°20'48"E
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R=2074.21'
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1062.13'
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N74°20'48"E
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545.14'
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R=2864.79'
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L=758.07'
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N89°40'37"E
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289.88'
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Δ=12°59'05"R=2969.79' L=673.03'
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POWERS BLVD. (CDOT JURISDICTION)
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AG BLH NO. 4 LLC 111 S. TEJON ST #222 COLO SPGS, CO 80903
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CITY OF COLORADO SPRINGS PO BOX 1575, MAIL CODE 455 COLO SPGS, CO 80901
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT #200 COLO SPGS, CO 80906
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT #200 COLO SPGS, CO 80906
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AG EUGENIA BLUME & BASIL D TRUST; JUDY TIMM; RANKIN HOLDINGS LP 630 SOUTHPOINTE CT #200 COLO SPGS, CO 80906
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COLORADO CENTRE METRO DISTRICT 4770 HORIZONVIEW DR COLO SPGS, CO 80903
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'H' STREET
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'F' STREET
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'J' STREET
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'I' STREET
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'G' STREET
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'E' STREET
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'X' STREET
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'P' STREET
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'A' STREET
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'M' STREET
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'Y' STREET
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'Q' STREET
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'R' STREET
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'T' STREET
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'W' STREET
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'V' STREET
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'S' STREET
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'L' STREET
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'O' STREET
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'K' STREET
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'U' STREET
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'A' STREET
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'P' STREET
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'H' STREET
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'C' STREET
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'D' STREET
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'B' STREET
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'Z' STREET
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'N' STREET
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BRADLEY ROAD (EL PASO COUNTY JURISDICTION)
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3037.92'
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N00°29'10"W
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5944
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5942
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23049' PR ADDITIONAL ROW
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N
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2-27-17
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Last Modification Date:
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Computer File Information
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Acad Ver.
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Creation Date:
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2014
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Units:
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Full Path & Drawing File Name: V:\1817\active\181710214\CAD\Plansheets
