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2
N:\111630\DRAWINGS\CONSTRUCTION\GRADING\AA\02-111630-FIL2-OLG-01.dwg, 3/27/2019 1:37:13 PM, 1:1
Transcript of ⠀堀堀堀堀尩 SCALE: 1 = 20' 21' 14.25'€¦ · ghost rider heights. zorro heights...
N:\111630\DRAWINGS\CONSTRUCTION\GRADING\AA\02-111630-FIL2-OLG-01.dwg, 3/27/2019 1:37:13 PM, 1:1
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D
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Y
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H
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FILING 1 PHASE 2
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SHAWNEE DRIVE (60' PUBLIC R.O.W.)
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HUNTER JUMPER DRIVE (60' PUBLIC R.O.W.)
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TRACT BB HANNAH RIDGE AT FEATHERGRASS FILING NO. 1 RECEPTION NO. 214713468
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CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
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TRACT A
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TRACT A
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TRACT A
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TRACT C
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TRACT B
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TRACT A
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TRACT A
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TRACT A
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TRACT D
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TRACT D
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EXISTING SWQ
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BOUNDARY
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BOUNDARY
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BOUNDARY
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PONY CLUB LANE
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GHOST RIDER HEIGHTS
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ZORRO HEIGHTS
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(PRIVATE RES. ACCESS)
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(PRIVATE RES. ACCESS)
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(PUBLIC - URBAN LOCAL LOW VOLUME)
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BOUNDARY
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PONY CLUB LANE (50' PUBLIC R.O.W.)
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EXISTING RAISED MEDIAN
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EXISTING RAISED MEDIAN
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EXISTING RAISED MEDIAN
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EXISTING CROSSPAN
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CONSTITUTION AVENUE (120' PUBLIC R.O.W.) PLAT BOOK V-3, PAGE 169
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LIMITS OF GRADING
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12 "STD"
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11 "STD"
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10 "STD"
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9 "STD"
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8 "STD"
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7 "STD"
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6 "STD"
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5 "STD"
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4 "STD"
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3 "STD"
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2 "STD"
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1 "STD"
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13 "ALT"
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14 "ALT"
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15 "ALT"
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16 "ALT"
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17 "ALT"
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18 "ALT"
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19 "ALT"
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20 "ALT"
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21 "ALT"
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22 "ALT"
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23 "ALT"
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24 "ALT"
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25 "ALT"
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26 "ALT"
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27 "STD"
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28 "STD"
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VTC
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IP1
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IP1
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IP1
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IP1
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IP1
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IP1
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SF
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SF
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SF
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SF
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SF
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SF
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SF
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H.P.
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2%%% (TYPICAL)
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2%%% (TYPICAL)
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2%%% (TYPICAL)
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2%%% (TYPICAL)
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2%%% (TYPICAL)
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2%%% (TYPICAL)
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3:1 MAX
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3:1 MAX
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3:1 MAX
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3:1 MAX
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LIMITS OF GRADING
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LIMITS OF GRADING
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LIMITS OF GRADING
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LIMITS OF GRADING
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LIMITS OF GRADING
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PROPOSED 5' SUMP INLET
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PROPOSED 5' SUMP INLET
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PROPOSED 5' SUMP INLET
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PROPOSED 5' SUMP INLET
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TW = 74.5 BW = 74.5
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0'
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TW = 74.7 BW = 71.0
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TW = 76.0 BW = 76.0
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0'
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TW = 76.3 BW = 74.0
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2.3'
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TW = 76.4 BW = 72.0
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TW = 75.6 BW = 70.0
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4.4'
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5.6'
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3.7'
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CITY OF COLORADO SPRINGS
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L.P.
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L.P.
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L.P.
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L.P.
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H.P.
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PROPOSED 6' DETACHED SIDEWALK
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PROPOSED 6' DETACHED SIDEWALK
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EX. 5' ATTACH SIDEWALK
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EX. 5' ATTACHED SIDEWALK
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EX. 5' ATTACHED SIDEWALK
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EXISTING PED RAMPS
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LIMITS OF GRADING
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LIMITS OF GRADING
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SBB
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SBB
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SBB
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SBB
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IP1
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TSB
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1116.30
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2
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7
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MIDTOWN COLLECTION AT HANNAH RIDGE
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FILING NO. 2
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OVERLOT GRADING AND EROSION CONTROL PLAN
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KRC
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KC
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30'
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NA
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KYLE R. CAMPBELL, COLORADO P.E. #29794
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03/22/19
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NOTES: AT LEAST TEN DAYS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION, FOR PROJECTS THAT WILL DISTURB 1 ACRE OR MORE, THE OWNER OR OPERATOR OF THE CONSTRUCTION ACTIVITY SHALL SUBMIT A PERMIT APPLICATION FOR STORMWATER DISCHARGE TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY DIVISION. THE APPLICATION CONTAINS CERTIFICATION OF COMPLETION OF A STORMWATER MANAGEMENT PLAN (SWMP), OF WHICH THIS GRADING AND EROSION CONTROL PLAN MAY BE A PART. FOR INFORMATION OR APPLICATION MATERIALS CONTACT: COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT WATER QUALITY CONTROL DIVISION WQCD - PERMITS 4300 CHERRY CREEK DRIVE SOUTH DENVER, CO 80246-1530 ATTN: PERMITS UNIT NO PORTION OF THIS SITE IS LOCATED WITHIN A FLOODPLAIN AS DETERMINED BY THE FLOOD INSURANCE RATE MAPS (F.I.R.M.) MAP NUMBER 08041CO752F AND EFFECTIVE DATE, MARCH 17, 1997. 08041CO752F AND EFFECTIVE DATE, MARCH 17, 1997. AND EFFECTIVE DATE, MARCH 17, 1997. THE AVERAGE SOIL CONDITION REFLECTS PRING COURSE SANDY LOAM AS DETERMINED BY THE "SOIL SURVEY OF EL PASO COUNTY AREA" PREPARED BY THE U.S. SOIL CONSERVATION SERVICE. EXISTING VEGETATION CONSISTS OF TALL NATIVE GRASSES AND WEEDS WITH SPORADIC CACTI AND YUCCAS THROUGH-OUT THE SITE. EMERGENCY OVERFLOW SWALES FOR INLETS IN THE INTERIM UNTIL CURB AND ASPHALT IS INSTALLED WILL BE THE LOTS, FINAL WILL BE TO OVERTOP THE HIGH POINT IN ROADWAY TO THE NEXT AVAILABLE INLET OR TO PROPOSED POND. STOCKPILE LOCATIONS FOR HOMEBUILDING TO BE ON EACH INDIVIDUAL LOT THAT IS BEING BUILT UPON. LIMITS OF DISTURBANCE FOR THIS PLAN INCLUDE UTILITY INSTALLATION AND ROADWAY CONSTRUCTION WITHIN THE R.O.W., AND OVERLOT GRADING FOR DEVELOPMENT THEN INDIVIDUAL LOTS FOR HOMEBUILDING ONCE CONSTRUCTION OF THE HOME BEGINS. GRADING WITHIN THIS PHASE WILL BE FULLY DEVELOPED WITH HOME BUILDING OPERATIONS. LOCATION OF STORAGE FOR MAINTENANCE EQUIPMENT AND TEMPORARY DISPOSAL AREAS WILL BE ADDED TO THIS PLAN BY SWMP ADMINISTRATOR UPON COORDINATION WITH SELECTED CONTRACTOR. ALL AREAS ARE TO BE RESEEDED OUTSIDE OF THE FILING NO. 5, 6 AND 7 AREA. RESEED ALL AREAS AS NEEDED TO PREVENT EROSION AND SEDIMENT RUNOFF ONTO CONSTRUCTION ACTIVITIES. ALL RETAINING WALLS TO BE STACKED BLOCK WALLS. BUILDING PERMIT REQUIRED FOR WALLS 4' OR TALLER.
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NOTE: SEE SHEET 3 FOR STANDARD LOT TEMPLATES SEE SHEET 3 FOR EROSION CONTROL DETAILS
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A LOT
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"A"
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"B"
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B LOT
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"W/O"
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WALKOUT LOT
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"T"
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TRANSITION LOT
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GARDEN LOT
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"G"
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VTC
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SF
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IP
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SF
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IP
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INLET PROTECTION
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VEHICLE TRACKING CONTROL
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PROPOSED INLET
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SILT FENCE
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PROPOSED CONTOUR
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EXISTING CONTOUR
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PROPOSED FLOW
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6770
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(6770)
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%%ULEGEND
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BOUNDARY/R.O.W. LINE
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TSB
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TEMPORARY SEDIMENT BASIN
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PROPOSED STORM SEWER PIPE
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PROPOSED LOW POINT
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PROPOSED HIGH POINT
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HP
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LP
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EXISTING FLOW DIRECTION
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PROPOSED RETAINING WALL
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TW = XX.XX BW = XX.XX
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X'
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FILING LINE
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N
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0
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30'
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30
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30
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15
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60
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LOCATION OF STAGING AREAS, STORAGE FOR MAINTENANCE EQUIPMENT, CONCRETE WASHOUT AREAS AND TEMPORARY DISPOSAL AREAS WILL BE ADDED TO THIS PLAN BY SWMP ADMINISTRATOR UPON COORDINATION WITH SELECTED CONTRACTOR AND SHALL BE WITHIN CONSTRUCTION SITE BOUNDARIES AS SHOWN.
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SF-19-___
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LOCATION OF PRIVATE 5' WIDE SIDEWALKS TO BE DETERMINED BY HOUSE INGRESS/EGRESS CONFIGURATION.
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%%UNOTE:
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SCALE: 1" = 20'
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TYPICAL LOT
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NOTE: ENSURE DRIVEWAYS DO NOT CONFLICT WITH PED RAMP TRANSITIONS.
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ADDRESS ABOVE GARAGE AND ON FRONT OF HOME
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46'
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5'
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1'
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74.50'
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30'
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34'
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28'
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5'
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5'
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5'
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1.50'
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7'
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42' PUBLIC UTILITY EASEMENT
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22' ASPHALT MAT
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TYPE C C&G
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R.O.W.
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20' GARAGE SETBACK FROM CURB
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LOT LINE
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LOT LINE
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LOT LINE
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LOT LINE
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TYPE C C&G
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24'
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22'
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24'
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30' R.O.W.
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5'
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22'
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300 SF PRIVATE OPEN SPACE
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20'
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PRIVATE
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ACCESS
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STREET
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PROPOSED
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TO SIDEWALK
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R.O.W.
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280 SF PRIVATE OPEN SPACE
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340 SF PRIVATE OPEN SPACE
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10' BUILDING SETBACK SECOND STORY BALCONY
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STREET SLOPE
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1'
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22'
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24'
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SINGLE FAMILY FOOTPRINT (END UNIT)
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SINGLE FAMILY FOOTPRINT (END UNIT)
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WALK
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WALK
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DWY
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18'
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DWY
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18'
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WALK
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SINGLE FAMILY FOOTPRINT (INTERIOR)
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10'
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10'
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18'
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46'
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5'
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1'
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81.00' MIN.
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30'
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34'
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28'
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5'
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5'
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5'
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24' ASPHALT MAT
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TYPE C C&G
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R.O.W.
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20' GARAGE SETBACK FROM WALK
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LOT LINE
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LOT LINE
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LOT LINE
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LOT LINE
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TYPE C C&G
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24'
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22'
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24'
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50' R.O.W.
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300 SF PRIVATE OPEN SPACE
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20'
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PONY CLUB LANE
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TO SIDEWALK
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R.O.W.
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280 SF PRIVATE OPEN SPACE
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340 SF PRIVATE OPEN SPACE
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10' BUILDING SETBACK SECOND STORY BALCONY
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STREET SLOPE
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1'
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22'
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24'
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SINGLE FAMILY FOOTPRINT (END UNIT)
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SINGLE FAMILY FOOTPRINT (END UNIT)
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WALK
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WALK
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DWY
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18'
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WALK
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SINGLE FAMILY FOOTPRINT (INTERIOR)
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10'
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10'
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OPTIONAL SECOND STORY BALCONY (TYP)
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7'
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5'
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5' DETACHED SIDEWALK
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DWY
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18'
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DWY
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18'
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(XXXX)
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(XXXX)
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(XXXX)
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REAR
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FRONT
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REAR
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FRONT
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REAR
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FRONT
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(XXXX)
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(XXXX)
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(XXXX)
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(XXXX)
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(XXXX)
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(XXXX)
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REAR
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FRONT
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REAR
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FRONT
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REAR
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FRONT
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(XXXX)
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(XXXX)
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(XXXX)
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SCALE: 1" = 20'
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TYPICAL LOTS 48-61
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NOTE: ENSURE DRIVEWAYS DO NOT CONFLICT WITH PED RAMP TRANSITIONS.
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ADDRESS ABOVE GARAGE AND ON FRONT OF HOME
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10' BUILDING SETBACK
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10' BUILDING SETBACK
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21'
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OPTIONAL SECOND STORY BALCONY (TYP)
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14.25'
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SBB
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STRAW BALE BARRIER
N:\111630\DRAWINGS\CONSTRUCTION\GRADING\AA\03-111630-FIL2-OLG-02.dwg, 3/27/2019 1:37:46 PM, 1:1
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EL = 0.00'
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BACK OF CURB
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2.0%%%
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EL = 0.40'
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GARAGE FACE
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EL = 0.40'
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GARAGE END
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HINGE POINT
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EL = 2.73'
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7.0
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HINGE POINT
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3:1
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0.0%%%
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0.0%%%
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-2.0%%%
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EL = 2.73'
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HINGE POINT
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EL = 2.31'
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LOT LINE
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BACK OF CURB
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LOT LINE
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LOT LINE
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FACE OF GARAGE
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BACK OF GARAGE
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FRONT DOOR
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BACK OF WALK
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STD-FRONT ENTRY AT GRADE LOT OVERLOT TEMPLATE
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MIN.
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EL = 0.00'
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BACK OF CURB
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2.0%%%
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EL = 0.64'
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GARAGE FACE
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EL = 0.64'
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GARAGE END
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HINGE POINT
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EL = 2.95'
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7.0
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HINGE POINT
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3:1
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0.0%%%
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0.0%%%
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-2.0%%%
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EL = 2.95'
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HINGE POINT
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EL = 2.53'
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LOT LINE
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BACK OF CURB
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LOT LINE
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LOT LINE
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FACE OF GARAGE
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BACK OF GARAGE
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FRONT DOOR
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BACK OF WALK
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STD-FRONT ENTRY AT GRADE LOT OVERLOT TEMPLATE 47' ROW
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BACK OF WALK
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MIN.
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5' WALK
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EL = 0.00'
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BACK OF CURB
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EL = 0.40'
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GARAGE FACE
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EL = 0.40'
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GARAGE END
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EL = -0.10'
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FRONT DOOR
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EL = -0.52'
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LOT LINE
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BACK OF WALK
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2.0%%%
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0.0%%%
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-3.85%%%
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BACK OF CURB
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LOT LINE
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LOT LINE
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FACE OF GARAGE
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BACK OF GARAGE
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FRONT DOOR
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-2.00%%%
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6"
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ALT-FRONT ENTRY ELEVATED ABOVE GRADE
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MIN.
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JOB NO.
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SHEET OF
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NO.
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REVISION
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DATE
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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PREPARED UNDER MY DIRECT SUPERVISION FOR AND ON BEHALF OF
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CLASSIC CONSULTING ENGINEERS AND SURVEYORS, LLC
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DATE
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CALL UTILITY LOCATORS
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48 HOURS BEFORE YOU DIG,
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UTILITY NOTIFICATION CENTER OF COLORADO
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IT'S THE LAW
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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811
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REVIEW:
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SCALE
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(H) 1"=
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(V) 1"=
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(719)785-0799(Fax)
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Colorado Springs, Colorado 80903
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619 N. Cascade Avenue, Suite 200
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(719)785-0790
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DATE
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1116.30
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3
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7
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MIDTOWN COLLECTION AT HANNAH RIDGE
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FILING NO. 3
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OVERLOT GRADING AND EROSION CONTROL PLAN
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DETAILS
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KRC
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KC
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N/A
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N/A
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KYLE R. CAMPBELL, COLORADO P.E. #29794
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03/22/19
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%%uSCHEDULE OF ANTICIPATED CONSTRUCTION ACTIVITY:
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UPON APPROVAL
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%%UBEGIN CONSTRUCTION
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GRADING AND UTILITY
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ALL SITE ROADWAY
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%%UACTIVITY
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INSTALLATION
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ALL SHOWN ON
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GRADING PLAN
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%%UEROSION CONTROL
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%%UCOMPLETION
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6 MONTHS
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1. INSTALL INITIAL BMP'S 2. INSPECTION OF INTIAL BMP'S BY COUNTY STAFF 3. PRECONSTRUCTION MEETING WITH COUNTY STAFF
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SF-19-___
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NOTES: THE AVERAGE SOIL CONDITION REFLECTS HYDROLOGIC GROUP A BLAKELAND LOAMY SAND AS DETERMINED BY THE "SOIL SURVEY OF EL PASO COUNTY AREA" PREPARED BY THE SOIL CONSERVATION SERVICE NO PORTION OF THIS SITE IS LOCATED WITHIN A FLOODPLAIN AS DETERMINED BY THE FLOOD INSURANCE RATE MAPS (F.I.R.M.) MAP NUMBER 08041C0752G AND EFFECTIVE DATE, DECEMBER 7, 2018. STORAGE OF MAINTENANCE EQUIPMENT AND TEMPORARY DISPOSAL AREAS (CONCRETE WASHOUT) ARE LOCATED OFF SITE FOR HOMEBUILDING. CONCRETE WASHOUT FOR DEVELOPMENT (CURB AND GUTTER) TO BE TEMPORARILY LOCATED BY CONTRACTOR AND UPDATED ON THIS PLAN. EXISTING VEGETATION CONSISTS OF NATURAL GRASSES NEW DISTURBED AREAS TO BE RESEEDED AFTER WORK IS COMPLETED. EMERGENCY OVERFLOW SWALES FOR INLETS IN THE INTERIM UNTIL CURB AND ASPHALT IS INSTALLED WILL BE THE LOTS, FINAL WILL BE TO OVERTOP THE HIGH POINT IN ROADWAY TO THE NEXT AVAILABLE INLET OR THRU A TRACT. STOCKPILE LOCATIONS FOR HOMEBUILDING TO BE ON EACH INDIVIDUAL LOT THAT IS BEING BUILT UPON. LIMITS OF DISTURBANCE FOR THIS PLAN INCLUDE UTILITY INSTALLATION AND ROADWAY CONSTRUCTION WITHIN THE R.O.W., AND OVERLOT GRADING FOR DEVELOPMENT THEN INDIVIDUAL LOTS FOR HOMEBUILDING ONCE CONSTRUCTION OF THE HOME BEGINS.
