microsoft€¦ · ex. 24" rcp public storm @ 1.0% capacity=22.6 cfs flow=13.14 cfs (100)...
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N:\255600\DRAWINGS\DEVELOPMENT\255601-FDR DEVELOPED.dwg, 4/8/2020 1:38:08 PM, 1:1
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HP
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HP
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HP
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(4.0%)
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6985
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6990
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6995
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7000
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LP
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LP
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LP
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553,481 SF
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12.706 ACRES
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LOT 1
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BOUNDARY LINE
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EXISTING PUBLIC 16" PVC WATER MAIN
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#56750
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#56749
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#56751
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#56752
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#56754
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#56753
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CORDERA CREST AVENUE (PUBLIC 65' ROW) RECEPTION NO. 216713791
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POWERS BOULEVARD (CDOT ROW WIDTH VARIES) (EXPRESSWAY)
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#1681-T
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CORDERA FILING NO. 3G RECEPTION NO. 215713655 ZONE: PK PUD
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TRACT C
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TRACT D
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CORDERA CREST AVENUE (PUBLIC ROW WIDTH VARIES) RECEPTION NO. 215713655
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CORDERA FILING NO. 3H RECEPTION NO. 216713791 ZONE: PK PUD
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CORDERA FILING NO. 3H RECEPTION NO. 216713791 ZONE: PK PUD
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TRACT B
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LOT 75
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CORDERA FILING NO. 3H RECEPTION NO. 216713791 ZONE: PK PUD
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PROPOSED TRACT A ZONE: PF EXISTING DF-6 FULL SPECTRUM DETENTION FACILITY
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PROPOSED TRASH ENCLOSURE
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EX. TYPE 1 C&G
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EX. 36" RCP PUBLIC STORM
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EX. 36" RCP PUBLIC STORM
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EX. 24" RCP PUBLIC STORM
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EX. 24" RCP PUBLIC STORM @ 2.0%
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EX. TYPE 1 STORM MANHOLE
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EX. 24" RCP PUBLIC STORM @ 1.0% REMOVE AND REPLACE @ 2.0%
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END 8' DETACHED SIDEWALK
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PROPOSED 8' DETACHED SIDEWALK
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PROPOSED 10' PUBLIC IMPROVEMENT EASEMENT
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PROPOSED 6' CONCRETE CROSS PAN
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PRIVATE DRIVEWAY ACCESS
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PRIVATE DRIVEWAY ACCESS
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10'
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10'
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PUBLIC UTILITY EASEMENT REC. NO. 216110223
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SANITARY EASEMENT REC. NO. 203179242
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PUBLIC UTILITY EASEMENT REC. NO. 214110672
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PINNACLE MEDICAL CENTER AT BRIARGATE FILING NO. 1 RECEPTION NO. 220713___ ZONE: OC
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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@ 2.0% 2.0% CAPACITY=31.99 CFS
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@ 7.4% 7.4% CAPACITY=181 CFS
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@ 2.5% 2.5% CAPACITY=105 CFS
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EX. TYPE 1 STORM MANHOLE
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EXISTING TYPE 1 STORM MANHOLE
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EX. TYPE 2 STORM MANHOLE
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EX. 24" RCP PUBLIC STORM @ 1.0% CAPACITY=22.6 CFS FLOW=13.14 CFS (100)
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PROPOSED 10' TYPE-R SUMP INLET
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PROPOSED 10' TYPE-R SUMP INLET
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EXISTING PEDESTAL (TELECOM)
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AT&T EASEMENT REC. NO. 217063980
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28'
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28'
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BOUNDARY LINE
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BOUNDARY LINE
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BOUNDARY LINE
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CONC. PATIO
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PROPOSED 3:1 MAX.
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PROPOSED 3:1 MAX.
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EXISTING SELLER HAUL ROAD TO BE REMOVED BY SELLER
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POSSIBLE FUTURE TWO STORY BUILDING EXPANSION (DP REQUIRED)
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1.5%
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1.5%
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5%
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1.5%
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1.5%
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1.5%
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1.5%
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1.5%
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2%
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4%
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1.7%
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1.5%
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2%
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PEARL PASS VIEW
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SLOPE EASEMENT REC. NO. 202195122
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PROPOSED PRIVATE SHARED ACCESS EASEMENT
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F 3.20
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E 0.38
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D 1.84
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A 2.49
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C 0.78
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G 2.02
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EX. OUTLET
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EX. OUTLET
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PROP. 24" RCP PUBLIC STORM
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PROP. TYPE 1 MANHOLE
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PROP. TYPE 2 MANHOLE
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PROP. 18" RCP PUBLIC STORM @ 1% MIN.
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EX. 18" RCP PUBLIC STORM @ 1% CAPACITY=10.5 CFS
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CAPACITY=31.99 CFS FLOW=13.14 CFS (100)
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EX. SUMP INLET
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DESIGN POINT #1 PINNACLE FDR Q =6.67 CFS 5=6.67 CFS Q =13.14 CFS 100=13.14 CFS T =14.0C=14.0
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EX. 2' CURB OPENING
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PINNACLE BASIN OB-1
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BASIN F TO CONTINUE AS SHEET FLOW INTO DF-6 POND
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PROP. TYPE 2 MANHOLE
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PROP. TYPE 2 MANHOLE
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PROP. 24" RCP @ 2.0% MIN
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PROPOSED 12" ROOF DRAIN
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PROP. ROOF DRAIN
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PROP. ROOF DRAIN
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PROP. ROOF DRAIN
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PROP. 12" ROOF DRAIN
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PROP. 12" ROOF DRAIN
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B 1.65
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BASIN B FUTURE DEVELOPED FLOWS TO BE DIRECTED TO DP#3
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BASIN 0B-1 PINNACLE FDR Q =1.4 CFS 5=1.4 CFS Q =2.4 CFS100=2.4 CFS
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H 0.06
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PROPOSED 24" STORM @ 2.0% MIN
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H.P.
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FUTURE ROUTING OF PINNACLE OB-1 FLOWS INTO EX. STORM W/ BASIN B DEVELOPMENT
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BASIN G TO CONTINUE AS SHEET FLOW INTO POWERS BLVD
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3
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1
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5
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2
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1
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BASIN A FUTURE DEVELOPMED FLOWS TO BE DIRECTED TO DP#5
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JOB NO.
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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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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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2556.01
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1
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1
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LOT 1, BRIARGATE COMMERCIAL NORTH
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FILING NO. 1
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DEVELOPED CONDITIONS EXHIBIT
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PRELIMINARY GRADING PLAN
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KRC
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KC
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50'
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N/A
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03/13/20
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N
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0
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SCALE: 1" =
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50'
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50
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50
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25
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100
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KRC
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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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%%ULEGEND
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5910
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5910
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1.41
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D
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PIPE RUN
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1
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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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LP/HP
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1
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NOTE: PROPOSED ON-SITE CURB AND GUTTER IS CITY OF COLORADO SPRINGS, TYPE 3 (TYPICAL). ALL STORM (EXISTING AND PROPOSED) IS PRIVATE. ROOF DRAIN LOCATIONS AND TRIBUTARY AREAS TO BE VERIFIED W/ SITE DEVELOPMENT.
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Q100 (CFS)
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DESIGN POINT SUMMARY
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DESIGN POINT
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Q5 (CFS)
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3.6
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1
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6.8
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5
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INLET SIZE
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10' TYPE R SUMP
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Q100 (CFS)
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BASIN RUNOFF SUMMARY
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BASIN
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Q5 (CFS)
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6.2
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D
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12.3
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A
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B
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C
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7.9
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16.1
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5.2
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10.6
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3.2
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6.0
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Q100 (CFS)
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PIPE ROUTING SUMMARY
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PIPE RUN
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Q5 (CFS)
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14.3
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1
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29.0
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2
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PIPE SIZE
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24" @ 2%%%
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0.3
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H
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0.5
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E
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F
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G
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1.8
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3.2
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1.9
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10.8
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1.5
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8.6
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15.1
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30.4
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24" @ 2 %%%
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6.6
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13.0
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10' TYPE R SUMP
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5.2
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10.6
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18" RCP @ 1%%%
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25.1
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49.8
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EX. 36" @ 2.5%%% AND 7.4%%%
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7.9
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16.1
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24" @ 2%%%
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NOTE: NEW FINAL DRAINAGE REPORT OR AMENDMENT TO THIS ONE REQUIRED PRIOR TO DEVELOPMENT WITH BASINS A, B, AND SOUTH PORTION OF BASIN D.
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NOTE: NEW FINAL DRAINAGE REPORT OR AMENDMENT TO THIS ONE REQUIRED PRIOR TO DEVELOPMENT WITH BASINS A, B, AND SOUTH PORTION OF BASIN D.