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UNPLATTED OWNER: CATHOLIC HEALTH INITIATIVES COLORADO
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EXISTING SISTERS GROVE
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EXISTING TUTT BOULEVARD
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LOT 1 TUTT BOULEVARD INDUSTRIAL PARK FILING NO. 1 EXISTING C&C SAND AND STONE CO.
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EXISTING T-GAP STORAGE LLC
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EXISTING AVALANCHE ROOFING & EXTERIORS LLC
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BOUNDARY LINE
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EXISTING 10' AT-GRADE INLET
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W-1 0.78
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T-1 1.28
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T-2 0.81
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T-3 0.12
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T-4 1.04
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T-5 1.32
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EX-C 16.00
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OS-B 8.49
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OS-C 4.63
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OS-D 6.66
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OS-E 2.18
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T-6 0.18
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EXISTING TEMPLETON GAP ROAD
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EX-A 1.37
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EX-D 0.49
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EX-B 12.94
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EXISTING TEMPLETON GAP ROAD
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EX. TUTT BOULEVARD
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SHEET OF
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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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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THE ASCENT BY WATERMARK
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FILING NO. 1
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FINAL DRAINAGE REPORT
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EXISTING CONDITIONS MAP
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10/17/19
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SCALE: 1" =
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PROPOSED BASIN BOUNDARY
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DIRECTION OF DRAINAGE
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BASIN IDENTIFIER
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AREA IN ACRES
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SUBDIVISION BOUNDARY
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EXISTING GROUND CONTOUR
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PIPE RUN
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EXISTING STORM SEWER
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EXISTING STORM INLET
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DESIGN POINT
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Q100 (CFS)
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BASIN RUNOFF (EXISTING)
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Q5 (CFS)
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Q100 (CFS)
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Q5 (CFS)
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DESIGN POINT
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DESIGN POINT SUMMARY (EXISTING)
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EXISTING 10' TYPE R AT-GRADE
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EXISTING 10' TYPE R SUMP
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EXISTING 5' TYPE R SUMP
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Q100 (CFS)
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PIPE RUN SUMMARY (EXISTING)
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Q5 (CFS)
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PIPE SIZE
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EXISTING 10' TYPE R SUMP
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EXISTING 5' TYPE R SUMP
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EXISTING STORM SYSTEM
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EXISTING 10' TYPE R AT-GRADE
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EXISTING 10' TYPE R AT-GRADE
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EXISTING DETENTION POND
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TO TEMPLETON GAP ROAD
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TO TEMPLETON GAP ROAD
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UNPLATTED OWNER: CATHOLIC HEALTH INITIATIVES COLORADO
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LOT 1 TUTT BOULEVARD INDUSTRIAL PARK FILING NO. 1 EXISTING C&C SAND AND STONE CO.
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EXISTING T-GAP STORAGE LLC
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EXISTING 36" STORM MAIN
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EXISTING EDGE OF ASPHALT
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8-BAY GARAGE
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5-BAY GARAGE
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5-BAY GARAGE
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MAINTENANCE BUILDING
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3:1 MAX SLOPE
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BOUNDARY LINE
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BOUNDARY LINE
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BOUNDARY LINE
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BOUNDARY LINE
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6' ATTACHED SIDEWALK
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EXISTING 36" STORM MAIN
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3:1 MAX SLOPE
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3:1 MAX SLOPE
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T-4 1.04
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T-5 1.32
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OS-B 8.49
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OS-C 4.63
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OS-D 6.66
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RF11 0.33
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RF12 0.27
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RF10 0.33
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LS6 0.74
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LS7 0.86
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OS-E 2.18
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EXISTING TEMPLETON GAP ROAD
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SHEET OF
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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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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THE ASCENT BY WATERMARK
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FILING NO. 1
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FINAL DRAINAGE REPORT
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DEVELOPED CONDITIONS MAP
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10/17/19
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MATCHLINE (SEE SHEET 2)
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SCALE: 1" =
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PROPOSED BASIN BOUNDARY
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DIRECTION OF DRAINAGE
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BASIN IDENTIFIER
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AREA IN ACRES
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SUBDIVISION BOUNDARY
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EXISTING GROUND CONTOUR
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PROPOSED FINISHED CONTOUR
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LOT LINE
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PIPE RUN
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LOW POINT/HIGH POINT
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PROPOSED STORM INLET
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PROPOSED STORM SEWER
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EXISTING STORM SEWER
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EXISTING STORM INLET
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DESIGN POINT
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NOTE: ALL CURB & GUTTER ON THIS SITE IS TYPE 3 C&G.
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N:\213040\DRAWINGS\DEVELOPMENT\213040-FDR-DEV.dwg, 11/13/2019 4:03:21 PM, 1:1
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UNPLATTED OWNER: CATHOLIC HEALTH INITIATIVES COLORADO
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TRACT E POWERWOOD FILING NO. 1A
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EXISTING SISTERS GROVE
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EXISTING TUTT BOULEVARD
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EXISTING TEMPLETON GAP ROAD
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EXISTING 36" STORM MAIN
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EXISTING EDGE OF ASPHALT
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EXISTING AVALANCHE ROOFING & EXTERIORS LLC
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5-BAY GARAGE
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5-BAY GARAGE
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MAINTENANCE BUILDING
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CLUB HOUSE
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8-BAY GARAGE
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8-BAY GARAGE
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8-BAY GARAGE
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8-BAY GARAGE
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8-BAY GARAGE
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8-BAY GARAGE
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ENCLOSURE
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BOUNDARY LINE
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BOUNDARY
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BOUNDARY LINE
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6' ATTACHED SIDEWALK
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SIDEWALK
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ATTACHED
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6' ATTACHED SIDEWALK
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6' ATTACHED SIDEWALK
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6' ATTACHED SIDEWALK
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EXISTING 36"
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STORM MAIN
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EXISTING 36" STORM MAIN
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EXISTING 10' INLET
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EXISTING 5' INLET
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3:1 MAX SLOPE
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T-2 1.01
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T-3 0.28
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T-5 1.32
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OS-B 8.49
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RF1 0.35
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RF2 0.33
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RF3 0.35
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RF4 0.27
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RF5 0.25
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RF6 0.30
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RF7 0.30
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RF9 0.34
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RF8 0.30
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RF11 0.33
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RF10 0.33
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LS3 1.10
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LS2 0.26
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LS1 0.72
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LS8 2.45
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LS4 1.05
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LS5 0.94
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LS6 0.74
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T-6 0.20
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MATCHLINE (SEE SHEET 3)
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MATCHLINE (SEE SHEET 1)
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SHEET OF
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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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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THE ASCENT BY WATERMARK
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FILING NO. 1
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FINAL DRAINAGE REPORT
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DEVELOPED CONDITIONS MAP
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10/17/19
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SCALE: 1" =
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PROPOSED BASIN BOUNDARY
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DIRECTION OF DRAINAGE
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BASIN IDENTIFIER
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AREA IN ACRES
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SUBDIVISION BOUNDARY
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EXISTING GROUND CONTOUR
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PROPOSED FINISHED CONTOUR
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LOT LINE
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PIPE RUN
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LOW POINT/HIGH POINT
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PROPOSED STORM INLET
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PROPOSED STORM SEWER
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EXISTING STORM SEWER
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EXISTING STORM INLET
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DESIGN POINT
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NOTE: ALL CURB & GUTTER ON THIS SITE IS TYPE 3 C&G.
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EXISTING 10' AT-GRADE INLET FLOW-BY INTO SITE Q5= Q100=
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W-1 0.78
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T-1 1.38
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OS-A 9.80
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RF1 0.35
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RF2 0.33
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LS3 1.10
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LS2 0.26
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LS1 0.72
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T-6 0.20
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SHEET OF
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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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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THE ASCENT BY WATERMARK
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FILING NO. 1
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FINAL DRAINAGE REPORT
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DEVELOPED CONDITIONS MAP
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10/17/19
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SCALE: 1" =
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PROPOSED BASIN BOUNDARY
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DIRECTION OF DRAINAGE
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BASIN IDENTIFIER
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AREA IN ACRES
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SUBDIVISION BOUNDARY
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EXISTING GROUND CONTOUR
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PROPOSED FINISHED CONTOUR
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LOT LINE
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PIPE RUN
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LOW POINT/HIGH POINT
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PROPOSED STORM INLET
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PROPOSED STORM SEWER
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EXISTING STORM SEWER
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EXISTING STORM INLET
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DESIGN POINT
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NOTE: ALL CURB & GUTTER ON THIS SITE IS TYPE 3 C&G.
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MATCHLINE (SEE SHEET 2)
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Q100 (CFS)
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BASIN RUNOFF (RATIONAL)
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Q5 (CFS)
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Q100 (CFS)
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Q5 (CFS)
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DESIGN POINT
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DESIGN POINT SUMMARY (RATIONAL METHOD)
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FUTURE STORM SYSTEM
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TO TEMPLETON GAP ROAD
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ROOF DRAIN/AREA DRAIN
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5' TYPE R SUMP INLET
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EXISTING STORM SYSTEM
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EXISTING 10' TYPE R AT-GRADE
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EXISTING 10' TYPE R SUMP
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EXISTING 5' TYPE R SUMP
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ROOF DRAIN/AREA DRAIN
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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ROOF DRAIN/AREA DRAIN
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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ROOF DRAIN/AREA DRAIN
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ROOF DRAIN/AREA DRAIN
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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ROOF DRAIN/AREA DRAIN
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EXISTING 10' TYPE R SUMP
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EXISTING 5' TYPE R SUMP
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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5' TYPE R SUMP INLET
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ROOF DRAIN/AREA DRAIN
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5' TYPE R SUMP INLET
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ROOF DRAIN/AREA DRAIN
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FUTURE STORM SYSTEM
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EXISTING DETENTION POND
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FUTURE STORM SYSTEM
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EXISTING 10' TYPE R AT-GRADE
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EXISTING 10' TYPE R AT-GRADE
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36" @ 0.9%
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Q100 (CFS)
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PIPE RUN SUMMARY
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Q5 (CFS)
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PIPE SIZE
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36" @ 2.4%
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24" @ 2.9%
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36" @ 1.5%
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36" @ 1.6%
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36" @ 1.8%
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(2) 24" GRATED AREA DRAINS
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(2) 24" GRATED AREA DRAINS