3275 (private drive) 3270ftp.envisionky.com/malco/finalplanset/civil/malco plan... ·...
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3270
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(ACCESS EASEMENT)
270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382
OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
MALCO OWENSBORO
2700 CALUMET TRACE
MALCO THEATRES INC.
FINAL DEVELOPMENT PLAN
OWNER/DEVELOPER
MEMPHIS, TN 38120
5851 RIDGEWAY CENTER PARKWAY
5
1
VICINITY MAP
LEGEND
SITE STATISTICS:
PROPOSED
MALCO THEATRE
1572 SEATS
55,656 S.F.
F.F.E. 464.5
CURVE TABLE
SITE
OWNER'S CERTIFICATION
O. M. P. C. APPROVAL
FOR GENERAL NOTES
SEE SHEET 4 OF 5
AMENDED
02/05/18 AMENDED FINAL DEVELOPMENT PLAN
OWENSBORO CITY SANITATION DEPT. APPROVAL
NATURAL GAS EASEMENTS APPROVAL
TELEPHONE EASEMENTS APPROVAL
WATER DISTRIBUTION SYSTEM APPROVAL
SANITARY SEWER SYSTEM APPROVAL &
ACCEPTANCE OF SEWAGE
ELECTRICAL EASEMENTS APPROVAL
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CONST. 3,097 L.F. ~ 8" SDR-21, CLASS 200 WATERLINE
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12' P.U.E.
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1.213 AC.
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1.935 AC.
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12' P.U.E.
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STORM LINE DF
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DA-5/ DF-2
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DF-1
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DF-3
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DA-6/ DG-2
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DG-1
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DG-3
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11'
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50'
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D
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15' PUBLIC UTIL. EASE.
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25' BLDG. SETBACK LINE
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25' BLDG. SETBACK LINE
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12' PUBLIC UTIL. EASE.
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15' PUBLIC UTIL. EASE.
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15' PUBLIC UTIL. EASE.
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13' WALK
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13.5' WALK
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61.09'
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S 40°00'37" W
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N 73°00'18" W, 639.75'
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N 19°07'48" E, 563.62'
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S 18°10'22" E, 337.82'
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462
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10' DRAIN. EASE.
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10' DRAIN. EASE.
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S 70°52'12" E, 271.72'
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12' PUBLIC UTIL. EASE.
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88.8'
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10.7'
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37.6'
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75.8'
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10.4'
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10.4'
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42.8'
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66.1'
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78.5'
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41.2'
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83.6'
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43.6'
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14.4'
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10.7'
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64.7'
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3.4'
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83.6'
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10.4'
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37.5'
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8.0' WALK
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74.4'
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15.4'
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2.1'
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11.5'
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11.7'
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8.8'
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11.5'
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2.1'
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19.2'
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19.2'
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41.2'
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9.5'
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CO
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CONST. ELBOW
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6.0' WALK
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56.3'
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10.2'
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2.1'
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86.2'
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5.0'
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48.7'
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CO
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CO
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CO
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E
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W
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INC.
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BRYANT
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ENGINEERING
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F:\DATA\2016\16-5572\dwg\020118revised-bldg.dwg
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DATE: 02-10-2017
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SCALE: 1"=40'
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SHEET
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JOB NO.: 16-5572
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REVISIONS
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DESCRIPTION
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NO.
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DATE
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BY
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OF
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PROPOSED PAVEMENT ELEVATION
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PROPOSED TOP OF CURB ELEVATION
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PROPOSED BACK OF CURB ELEVATION
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TC 408.30
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BC 408.30
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POWER POLE
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WATERLINE
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8"W
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Y
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FIRE HYDRANT
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PROPOSED CURB BOX INLET
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SANITARY SEWER MANHOLE
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PROPOSED DROP BOX INLET
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PV 408.30
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SHEET FLOW DIRECTION
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ZONING CLASSIFICATION: B-4 B-4 ACRES: 7.631 ACRES 7.631 ACRES TOTAL BUILDING AREA: 55,656 S.F. 55,656 S.F. 3' HIGH PERIMETER LANDSCAPING: 646 L.F. 646 L.F. PERIMETER TREES REQUIRED: 17 17 TREES PROPOSED: 17 17 VEHICULAR USE AREA: 197,008 S.F. 197,008 S.F. REQUIRED INTERIOR LANDSCAPING @ 5%:9,850 S.F. PROPOSED INTERIOR LANDSCAPING: 14,079 S.F. 14,079 S.F. REQUIRED INTERIOR TREES: 40 40 PROPOSED INTERIOR TREES: 40 40 REQUIRED PARKING: 315 SPACES 315 SPACES BASED ON 1/ EVERY 5 SEAT UNDER MAXIMUM OCCUPANCY (1,574 SEATS) PROPOSED PARKING: 500 SPACES 500 SPACES PROPOSED ADA PARKING: 23 SPACES 23 SPACES REQUIRED ADA PARKING: 20 SPACES20 SPACES
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PROPOSED REGRADE CONTOUR ELEVATION
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463
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26
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33
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40
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38
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35
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21
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18
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17
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17
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28
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3
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40
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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40
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40
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80
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40
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160
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APPROVED BY
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ENGINEERING DEPT
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City of Owensboro
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Date:
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Signature:
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REMOVE EXISTING BARRIER CURB AND GUTTER AND CONSTRUCT KNOCK-DOWN-CURB AND GUTTER. CONST. CONCRETE APRON PER P.I. SPECIFICATIONS.
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REMOVE EXISTING BARRIER CURB AND GUTTER AND CONSTRUCT KNOCK-DOWN-CURB AND GUTTER. CONST. CONCRETE APRON PER P.I. SPECIFICATIONS.
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DUMPSTER PAD
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CONST. TAPPING VALVE & SLEEVE
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REFERENCE MECHANICAL PLANS AND COORDINATE WITH WATER DISTRICT FOR FIRE PROTECTION
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THE CONTRACTOR SHALL RELOCATE THE EXISTING LATERAL AND CLEANOUT SUCH THAT IT WILL NOT BE UNDER THE PROPOSED BUILDING FOOTPRINT.
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CONST. 6" FIRE PROTECTION LINE
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9'
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TYP
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18' TYP
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9'
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TYP
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18' TYP
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82.77'
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S 73°30'09" W
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C6
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35.27'
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S 01°42'54" E
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C5
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185.91'
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S 30°48'24" E
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C4
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34.20'
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S 17°17'53" E
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C3
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26.54'
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S 57°59'59" E
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C2
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86.76'
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S 85°13'23" E
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C1
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CHORD
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BEARING
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CURVE
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87.68'
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75.00'
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38.60'
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26.50'
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187.43'
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425.00'
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34.20'
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1120.00'
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29.03'
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20.00'
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87.68'
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175.00'
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LENGTH
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RADIUS
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9'
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TYP
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18' TYP
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5'
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5'
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5'
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5'
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8'
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9'
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TYP
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35'
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35'
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18' TYP
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6" CURB (TYPICAL)
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6" CURB (TYPICAL)
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6" CURB (TYPICAL)
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NORTH
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EAST
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WEST
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ALVEY PARK DR
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WIMSATT CT
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BYP
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o
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60
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KY 54
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HAYDEN RD
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CALUMET TR
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TRANSFORMER BY OMU
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PROP. SIGN 21'-HIGH 340 SF FACE
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I DO HEREBY CERTIFY APPROVED OF THIS DEVELOPMENT PLAN ON
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Owner's Signature
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Director
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APPROVED:
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DATE:
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STAND PIPE TO BE INSTALLED WITHIN 100' OF FIRE HYDRANT, REFERENCE ARCHITECTURAL PLANS FOR DETAILS
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ADA RAMP WITH TRUNCATED DOME (TYP.)
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ADA RAMP WITH TRUNCATED DOME (TYP.) REFERENCE THE PRELIMINARY PLAT FOR RAMP LOCATIONS
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ADA RAMP WITH TRUNCATED DOME (TYP.) REFERENCE THE PRELIMINARY PLAT FOR RAMP LOCATIONS
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1 09/01/17 SEE NOTE BEi
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THE FOLLOWING REVISIONS HAVE BEEN MADE TO FINAL DEVELOPMENT PLAN APPROVED BY OMPC 09/15/17: 1. THE BUILDING FOOT PRINT AND PARKING LOT LAYOUT HAS BEEN REVISED. THE BUILDING FOOT PRINT AND PARKING LOT LAYOUT HAS BEEN REVISED. 2. THE SITE STATISTICS HAVE BEEN UPDATED. THE SITE STATISTICS HAVE BEEN UPDATED. 3. THE GRADING HAS BEEN UPDATED
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Owensboro City Sanitation Department Represenative
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Date
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AT&T Representative
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Atmos Energy Representative
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Date
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Date
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Date
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Date
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Date
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S.E. Daviess Co. Water Representative
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City Fire Chief
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Date
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Date
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O.M.U. Representative
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Kenergy Representative
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18' TYP
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9'
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TYP
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11
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PROP. SIGN 21'-HIGH 340 SF FACE
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16
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9'
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TYP
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18' TYP
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24'
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Regional Water Resource Agency
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Date
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Witnessed by
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Date
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2" METER WITH 3" SERVICE LINE
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I (WE) DO HEREBY CERTIFY THAT I AM (WE ARE) THE ONLY OWNER(S) OF THE PROPERTY SHOWN HEREON, AND DO ADOPT THIS AS MY (OUR) DEVELOPMENT PLAN FOR THE
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AS-BLT 454.06
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5' (OUT)457.20
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EX. LIGHT TO BE RELOCATED
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RELOCATED LIGHT
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EX. LIGHT TO BE RELOCATED
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RELOCATED LIGHT
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MH TR 461.40 I.I. 449.95 SHELF 450.50
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AS-BLT ±456.80(BASED ON C.O.)
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EX. LATERAL (TO BE PLUGGED & SAFE LOADED)
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PROP. LATERAL
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8'
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24'
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2 02/05/18 SEE NOTE BEi
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270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382
OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
MALCO OWENSBORO
2700 CALUMET TRACE
MALCO THEATRES INC.
CONSTRUCTION PLAN
OWNER/DEVELOPER
MEMPHIS, TN 38120
5851 RIDGEWAY CENTER PARKWAY
5
2
LEGEND
MATCHLINE A-A
(SEE SHEET 3 OF 5)
LIGHT POLE LEGEND
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STORM LINE CA
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STORM LINE CH
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S
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BC463.86
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BC463.87
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BC461.94
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BC462.62
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(PRIVATE)
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(PRIVATE)
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(PRIVATE)
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(PRIVATE)
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REMOVE DBI & CONST CI
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Y
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D
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464
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459
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CONST. DBI
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CONST. DBI
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CONST. CI
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BC464.92
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BC463.89
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TW464.61
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TW464.04
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TG463.00
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BC464.38
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PV463.88
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BC468.80
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BC463.50
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PV463.00
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TG460.00
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PV462.41
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BC463.16
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PV462.66
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BC461.70
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BC460.75
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BC460.83
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PV460.33
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BC464.60
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PV464.10
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BC465.54
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PV465.04
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BC467.42
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PV466.92
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TG462.45
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TG462.45
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TG461.91
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PV468.27
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BC465.50
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PV465.00
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BC465.04
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PV464.54
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BC465.06
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PV464.56
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TG463.00
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PV463.30
AutoCAD SHX Text
BC467.63
AutoCAD SHX Text
PV467.13
AutoCAD SHX Text
BC467.04
AutoCAD SHX Text
PV466.54
AutoCAD SHX Text
BC466.82
AutoCAD SHX Text
PV466.32
AutoCAD SHX Text
BC467.27
AutoCAD SHX Text
PV466.77
AutoCAD SHX Text
BC467.42
AutoCAD SHX Text
PV466.92
AutoCAD SHX Text
BC467.27
AutoCAD SHX Text
PV466.77
AutoCAD SHX Text
BC465.63
AutoCAD SHX Text
PV465.13
AutoCAD SHX Text
BC465.84
AutoCAD SHX Text
PV465.34
AutoCAD SHX Text
BC465.43
AutoCAD SHX Text
PV464.93
AutoCAD SHX Text
PV462.72
AutoCAD SHX Text
BC466.80
AutoCAD SHX Text
PV466.30
AutoCAD SHX Text
BC464.92
AutoCAD SHX Text
PV464.42
AutoCAD SHX Text
BC466.56
AutoCAD SHX Text
PV466.06
AutoCAD SHX Text
BC467.05
AutoCAD SHX Text
PV466.55
AutoCAD SHX Text
BC465.13
AutoCAD SHX Text
PV464.63
AutoCAD SHX Text
BC464.71
AutoCAD SHX Text
PV464.21
AutoCAD SHX Text
PV462.75
AutoCAD SHX Text
BC465.96
AutoCAD SHX Text
PV465.46
AutoCAD SHX Text
BC466.21
AutoCAD SHX Text
PV465.71
AutoCAD SHX Text
BC465.72
AutoCAD SHX Text
PV465.22
AutoCAD SHX Text
BC464.20
AutoCAD SHX Text
PV463.70
AutoCAD SHX Text
BC464.41
AutoCAD SHX Text
PV463.91
AutoCAD SHX Text
BC463.99
AutoCAD SHX Text
PV463.49
AutoCAD SHX Text
BC465.12
AutoCAD SHX Text
PV464.62
AutoCAD SHX Text
BC465.37
AutoCAD SHX Text
PV464.87
AutoCAD SHX Text
BC464.88
AutoCAD SHX Text
PV464.38
AutoCAD SHX Text
BC464.53
AutoCAD SHX Text
PV464.03
AutoCAD SHX Text
BC464.04
AutoCAD SHX Text
PV463.54
AutoCAD SHX Text
BC463.69
AutoCAD SHX Text
PV463.19
AutoCAD SHX Text
BC463.20
AutoCAD SHX Text
PV462.70
AutoCAD SHX Text
BC464.29
AutoCAD SHX Text
PV463.79
AutoCAD SHX Text
BC463.45
AutoCAD SHX Text
PV462.95
AutoCAD SHX Text
BC466.80
AutoCAD SHX Text
PV466.30
AutoCAD SHX Text
BC465.96
AutoCAD SHX Text
PV465.46
AutoCAD SHX Text
BC465.12
AutoCAD SHX Text
PV464.62
AutoCAD SHX Text
BC464.29
AutoCAD SHX Text
PV463.79
AutoCAD SHX Text
BC463.45
AutoCAD SHX Text
PV462.95
AutoCAD SHX Text
BC466.58
AutoCAD SHX Text
PV466.08
AutoCAD SHX Text
BC465.42
AutoCAD SHX Text
PV464.92
AutoCAD SHX Text
BC466.19
AutoCAD SHX Text
PV465.69
AutoCAD SHX Text
BC461.83
AutoCAD SHX Text
PV461.33
AutoCAD SHX Text
BC462.25
AutoCAD SHX Text
PV461.75
AutoCAD SHX Text
BC462.55
AutoCAD SHX Text
PV462.05
AutoCAD SHX Text
BC462.97
AutoCAD SHX Text
PV462.47
AutoCAD SHX Text
BC463.27
AutoCAD SHX Text
PV462.77
AutoCAD SHX Text
BC463.69
AutoCAD SHX Text
PV463.19
AutoCAD SHX Text
BC466.40
AutoCAD SHX Text
PV465.90
AutoCAD SHX Text
BC463.48
AutoCAD SHX Text
PV462.98
AutoCAD SHX Text
BC462.76
AutoCAD SHX Text
PV462.26
AutoCAD SHX Text
BC462.04
AutoCAD SHX Text
PV461.54
AutoCAD SHX Text
BC465.63
AutoCAD SHX Text
PV465.13
AutoCAD SHX Text
BC464.92
AutoCAD SHX Text
PV464.42
AutoCAD SHX Text
BC464.20
AutoCAD SHX Text
PV463.70
AutoCAD SHX Text
BC463.48
AutoCAD SHX Text
PV462.98
AutoCAD SHX Text
BC462.76
AutoCAD SHX Text
PV462.26
AutoCAD SHX Text
BC462.04
AutoCAD SHX Text
PV461.54
AutoCAD SHX Text
BC465.45
AutoCAD SHX Text
PV464.95
AutoCAD SHX Text
BC464.03
AutoCAD SHX Text
PV463.53
AutoCAD SHX Text
BC464.03
AutoCAD SHX Text
PV463.53
AutoCAD SHX Text
BC464.34
AutoCAD SHX Text
PV463.84
AutoCAD SHX Text
BC464.18
AutoCAD SHX Text
PV463.68
AutoCAD SHX Text
BC464.18
AutoCAD SHX Text
PV463.68
AutoCAD SHX Text
PV465.71
AutoCAD SHX Text
BC465.70
AutoCAD SHX Text
PV464.20
AutoCAD SHX Text
BC464.44
AutoCAD SHX Text
PV463.94
AutoCAD SHX Text
BC464.09
AutoCAD SHX Text
PV463.59
AutoCAD SHX Text
BC464.46
AutoCAD SHX Text
PV463.96
AutoCAD SHX Text
BC463.89
AutoCAD SHX Text
PV463.39
AutoCAD SHX Text
BC463.69
AutoCAD SHX Text
TG463.19
AutoCAD SHX Text
BC463.93
AutoCAD SHX Text
PV463.43
AutoCAD SHX Text
BC464.29
AutoCAD SHX Text
PV463.79
AutoCAD SHX Text
BC464.03
AutoCAD SHX Text
PV463.53
AutoCAD SHX Text
BC464.03
AutoCAD SHX Text
PV463.53
AutoCAD SHX Text
BC464.23
AutoCAD SHX Text
PV463.73
AutoCAD SHX Text
BC463.70
AutoCAD SHX Text
PV463.20
AutoCAD SHX Text
BC463.86
AutoCAD SHX Text
PV463.36
AutoCAD SHX Text
BC463.70
AutoCAD SHX Text
PV463.20
AutoCAD SHX Text
BC463.70
AutoCAD SHX Text
PV463.20
AutoCAD SHX Text
PV463.36
AutoCAD SHX Text
PV462.75
AutoCAD SHX Text
BC463.70
AutoCAD SHX Text
PV463.20
AutoCAD SHX Text
BC463.70
AutoCAD SHX Text
PV463.20
AutoCAD SHX Text
BC463.86
AutoCAD SHX Text
PV463.36
AutoCAD SHX Text
BC463.70
AutoCAD SHX Text
PV463.20
AutoCAD SHX Text
PV463.37
AutoCAD SHX Text
BC463.70
AutoCAD SHX Text
PV463.20
AutoCAD SHX Text
BC463.30
AutoCAD SHX Text
PV462.80
AutoCAD SHX Text
PV461.44
AutoCAD SHX Text
PV462.12
AutoCAD SHX Text
BC462.62
AutoCAD SHX Text
PV462.12
AutoCAD SHX Text
BC463.53
AutoCAD SHX Text
PV463.03
AutoCAD SHX Text
BC463.53
AutoCAD SHX Text
PV463.03
AutoCAD SHX Text
BC463.53
AutoCAD SHX Text
PV463.03
AutoCAD SHX Text
BC463.86
AutoCAD SHX Text
PV463.36
AutoCAD SHX Text
EX. DBI CH-1 TG 465.07 IV 461.61 (15")
AutoCAD SHX Text
IV460.39
AutoCAD SHX Text
CONST. DBI
AutoCAD SHX Text
IV459.65
AutoCAD SHX Text
IV459.18
AutoCAD SHX Text
IV458.71
AutoCAD SHX Text
CONST. DBI
AutoCAD SHX Text
IV458.33
AutoCAD SHX Text
BC465.93
AutoCAD SHX Text
TG465.43
AutoCAD SHX Text
IV461.61
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
IV456.00
AutoCAD SHX Text
IV457.27
AutoCAD SHX Text
CONST. DBI
AutoCAD SHX Text
IV457.86
AutoCAD SHX Text
PV460.96
AutoCAD SHX Text
CONST. 90' ~ 24" PIPE @ 1.00%
AutoCAD SHX Text
CONST. 59' ~ 24" PIPE @ 1.08%
AutoCAD SHX Text
CONST. 59' ~ 18" PIPE @ 0.80%
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
CONST. 59' ~ 18" PIPE @ 0.80%
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
CONST. 93' ~ 12" PIPE @ 0.80%
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
CONST. 88' ~ 24" PIPE @ 1.0%
AutoCAD SHX Text
CONST. DBI
AutoCAD SHX Text
INLET FILTER (TYP.)
AutoCAD SHX Text
INLET FILTER (TYP.)
AutoCAD SHX Text
BC466.25
AutoCAD SHX Text
BC467.16
AutoCAD SHX Text
BC466.89
AutoCAD SHX Text
PV466.39
AutoCAD SHX Text
BC466.09
AutoCAD SHX Text
PV465.59
AutoCAD SHX Text
BC467.28
AutoCAD SHX Text
PV466.78
AutoCAD SHX Text
BC466.72
AutoCAD SHX Text
PV466.22
AutoCAD SHX Text
BC466.69
AutoCAD SHX Text
PV466.19
AutoCAD SHX Text
BC466.20
AutoCAD SHX Text
PV465.70
AutoCAD SHX Text
CONST. 59' ~ 18" PIPE @ 0.80%
AutoCAD SHX Text
CONST. 59' ~ 18" PIPE @ 0.64%
AutoCAD SHX Text
CONST. 54'~ 12"PIPE@ 1.04%
AutoCAD SHX Text
IV456.50
AutoCAD SHX Text
0.86%
AutoCAD SHX Text
1.14%
AutoCAD SHX Text
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
N
AutoCAD SHX Text
INC.
AutoCAD SHX Text
BRYANT
AutoCAD SHX Text
ENGINEERING
AutoCAD SHX Text
S
AutoCAD SHX Text
SCALE: 1"=30'
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
JOB NO.: 16-5572
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OF
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PROPOSED PAVEMENT ELEVATION
AutoCAD SHX Text
PROPOSED TOP OF CURB ELEVATION
AutoCAD SHX Text
PROPOSED BACK OF CURB ELEVATION
AutoCAD SHX Text
TC 408.30
AutoCAD SHX Text
BC 408.30
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
WATERLINE
AutoCAD SHX Text
8"W
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
S
AutoCAD SHX Text
PROPOSED CURB BOX INLET
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
PROPOSED DROP BOX INLET
AutoCAD SHX Text
PV 408.30
AutoCAD SHX Text
SHEET FLOW DIRECTION
AutoCAD SHX Text
PROPOSED REGRADE CONTOUR ELEVATION
AutoCAD SHX Text
463
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
30
AutoCAD SHX Text
30
AutoCAD SHX Text
60
AutoCAD SHX Text
30
AutoCAD SHX Text
120
AutoCAD SHX Text
15
AutoCAD SHX Text
CONST. 20'x50' ROCK RUNOUT USING NO. 3 STONE
AutoCAD SHX Text
F:\DATA\2016\16-5572\dwg\020118revised-bldg.dwg
AutoCAD SHX Text
DATE: 02-10-2017
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
POLE DESCRIPTION
AutoCAD SHX Text
LSI INDUSTRIES, CATALOG #: XALM-5W-LED-SS-40
AutoCAD SHX Text
LSI INDUSTRIES, CATALOG #: XALM-5W-LED-SS-40
AutoCAD SHX Text
1 07/16/17 SEE NOTE BEi
AutoCAD SHX Text
2 02/05/18 SEE NOTE BEi
PRIVATE DRIVE
(ACCESS EASEMENT)
270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382
OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
MALCO OWENSBORO
2700 CALUMET TRACE
MALCO THEATRES INC.
CONSTRUCTION PLAN
OWNER/DEVELOPER
MEMPHIS, TN 38120
5851 RIDGEWAY CENTER PARKWAY
5
3
(SEE SHEET 2 OF 5)
MATCHLINE A-A
LEGEND
PROPOSED
MALCO THEATRE
F.F.E. 464.5
LIGHT POLE LEGEND
AutoCAD SHX Text
457
AutoCAD SHX Text
458
AutoCAD SHX Text
461
AutoCAD SHX Text
463
AutoCAD SHX Text
440
AutoCAD SHX Text
444
AutoCAD SHX Text
445
AutoCAD SHX Text
446
AutoCAD SHX Text
447
AutoCAD SHX Text
448
AutoCAD SHX Text
449
AutoCAD SHX Text
450
AutoCAD SHX Text
451
AutoCAD SHX Text
452
AutoCAD SHX Text
453
AutoCAD SHX Text
454
AutoCAD SHX Text
455
AutoCAD SHX Text
456
AutoCAD SHX Text
457
AutoCAD SHX Text
458
AutoCAD SHX Text
459
AutoCAD SHX Text
439
AutoCAD SHX Text
438
AutoCAD SHX Text
438
AutoCAD SHX Text
440
AutoCAD SHX Text
445
AutoCAD SHX Text
450
AutoCAD SHX Text
455
AutoCAD SHX Text
445
AutoCAD SHX Text
450
AutoCAD SHX Text
455
AutoCAD SHX Text
450
AutoCAD SHX Text
455
AutoCAD SHX Text
460
AutoCAD SHX Text
STORM LINE CA
AutoCAD SHX Text
STORM LINE CA
AutoCAD SHX Text
STORM LINE CA
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
459
AutoCAD SHX Text
DUMPSTER PAD
AutoCAD SHX Text
11'
AutoCAD SHX Text
50'
AutoCAD SHX Text
CO
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
D
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
13' WALK
AutoCAD SHX Text
13.5' WALK
AutoCAD SHX Text
61.09'
AutoCAD SHX Text
S 40°00'37" W
AutoCAD SHX Text
N 73°00'18" W, 639.75'
AutoCAD SHX Text
N 19°07'48" E, 563.62'
AutoCAD SHX Text
462
AutoCAD SHX Text
457
AutoCAD SHX Text
458
AutoCAD SHX Text
459
AutoCAD SHX Text
460
AutoCAD SHX Text
10' DRAIN. EASE.
AutoCAD SHX Text
10' DRAIN. EASE.
AutoCAD SHX Text
BC463.90
AutoCAD SHX Text
PV463.40
AutoCAD SHX Text
BC462.23
AutoCAD SHX Text
PV461.73
AutoCAD SHX Text
BC461.27
AutoCAD SHX Text
PV460.77
AutoCAD SHX Text
TW464.15
AutoCAD SHX Text
PV464.15
AutoCAD SHX Text
BC463.60
AutoCAD SHX Text
TG463.10
AutoCAD SHX Text
BC463.12
AutoCAD SHX Text
PV462.62
AutoCAD SHX Text
BC464.08
AutoCAD SHX Text
PV463.58
AutoCAD SHX Text
BC464.30
AutoCAD SHX Text
PV463.80
AutoCAD SHX Text
BC463.03
AutoCAD SHX Text
PV462.53
AutoCAD SHX Text
BC461.20
AutoCAD SHX Text
TG460.70
AutoCAD SHX Text
BC463.50
AutoCAD SHX Text
PV463.00
AutoCAD SHX Text
BC463.94
AutoCAD SHX Text
PV463.44
AutoCAD SHX Text
BC462.50
AutoCAD SHX Text
BC462.22
AutoCAD SHX Text
PV461.72
AutoCAD SHX Text
BC461.91
AutoCAD SHX Text
PV461.41
AutoCAD SHX Text
BC464.10
AutoCAD SHX Text
PV463.60
AutoCAD SHX Text
BC460.41
AutoCAD SHX Text
PV459.91
AutoCAD SHX Text
BC459.50
AutoCAD SHX Text
PV459.00
AutoCAD SHX Text
TW463.99
AutoCAD SHX Text
PV463.99
AutoCAD SHX Text
BC460.15
AutoCAD SHX Text
PV459.65
AutoCAD SHX Text
BC461.02
AutoCAD SHX Text
PV460.52
AutoCAD SHX Text
BC459.75
AutoCAD SHX Text
PV459.25
AutoCAD SHX Text
BC460.60
AutoCAD SHX Text
PV460.10
AutoCAD SHX Text
BC463.07
AutoCAD SHX Text
PV462.57
AutoCAD SHX Text
BC462.57
AutoCAD SHX Text
PV462.02
AutoCAD SHX Text
BC459.58
AutoCAD SHX Text
PV459.08
AutoCAD SHX Text
BC459.50
AutoCAD SHX Text
TG459.00
AutoCAD SHX Text
BC463.50
AutoCAD SHX Text
PV463.00
AutoCAD SHX Text
BC462.64
AutoCAD SHX Text
PV462.14
AutoCAD SHX Text
BC462.03
AutoCAD SHX Text
PV461.53
AutoCAD SHX Text
BC462.60
AutoCAD SHX Text
PV462.10
AutoCAD SHX Text
BC462.43
AutoCAD SHX Text
PV461.93
AutoCAD SHX Text
BC462.03
AutoCAD SHX Text
PV461.53
AutoCAD SHX Text
BC462.72
AutoCAD SHX Text
PV462.22
AutoCAD SHX Text
BC463.80
AutoCAD SHX Text
PV463.30
AutoCAD SHX Text
BC463.80
AutoCAD SHX Text
PV463.30
AutoCAD SHX Text
BC462.88
AutoCAD SHX Text
PV462.38
AutoCAD SHX Text
BC462.35
AutoCAD SHX Text
PV461.85
AutoCAD SHX Text
BC463.37
AutoCAD SHX Text
PV462.87
AutoCAD SHX Text
ROOF DRAINAGE TO CONNECT TO THE 3 PROPOSED CURB INLETS LOCATED BEHIND THE BLDG.
AutoCAD SHX Text
BC459.65
AutoCAD SHX Text
TG459.15
AutoCAD SHX Text
BC461.35
AutoCAD SHX Text
PV460.85
AutoCAD SHX Text
PV462.00
AutoCAD SHX Text
EX. MH G-4 TR 461.46 IV 449.84
AutoCAD SHX Text
EX. CI CA-6/CD-1 TG 439.54 IV 430.47 (42") IV 432.27 (15") IV 430.87 (36")
AutoCAD SHX Text
EX. CI CA-7/CE-1 TG 449.03 IV 436.66 (36") IV 438.06 (15") IV 436.76 (36")
AutoCAD SHX Text
EX. CI CA-4/CB-1 TG 437.61 IV 428.64 (42") IV 430.44 (15") IV 428.74 (42")
AutoCAD SHX Text
IV460.00
AutoCAD SHX Text
BC463.94
AutoCAD SHX Text
TG463.44
AutoCAD SHX Text
IV460.95
AutoCAD SHX Text
BC464.00
AutoCAD SHX Text
TG463.50
AutoCAD SHX Text
IV460.95
AutoCAD SHX Text
IV438.06
AutoCAD SHX Text
BC462.91
AutoCAD SHX Text
TG462.41
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
IV456.62
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
IV458.20
AutoCAD SHX Text
IV432.00
AutoCAD SHX Text
IV453.77
AutoCAD SHX Text
BC459.30
AutoCAD SHX Text
TG458.80
AutoCAD SHX Text
IV454.15
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
IV455.00
AutoCAD SHX Text
TW464.25
AutoCAD SHX Text
PV464.25
AutoCAD SHX Text
TW464.25
AutoCAD SHX Text
PV464.25
AutoCAD SHX Text
TW464.36
AutoCAD SHX Text
PV463.86
AutoCAD SHX Text
PV463.61
AutoCAD SHX Text
TW464.11
AutoCAD SHX Text
TW464.20
AutoCAD SHX Text
PV463.70
AutoCAD SHX Text
TW464.21
AutoCAD SHX Text
PV463.71
AutoCAD SHX Text
TW463.97
AutoCAD SHX Text
PV463.47
AutoCAD SHX Text
PV463.07
AutoCAD SHX Text
TW463.57
AutoCAD SHX Text
BC463.85
AutoCAD SHX Text
PV463.35
AutoCAD SHX Text
BC464.05
AutoCAD SHX Text
PV463.55
AutoCAD SHX Text
TW464.20
AutoCAD SHX Text
PV463.70
AutoCAD SHX Text
BC462.70
AutoCAD SHX Text
PV462.20
AutoCAD SHX Text
BC462.70
AutoCAD SHX Text
PV462.50
AutoCAD SHX Text
BC463.37
AutoCAD SHX Text
PV462.87
AutoCAD SHX Text
458
AutoCAD SHX Text
459
AutoCAD SHX Text
460
AutoCAD SHX Text
461
AutoCAD SHX Text
462
AutoCAD SHX Text
463
AutoCAD SHX Text
464
AutoCAD SHX Text
460
AutoCAD SHX Text
461
AutoCAD SHX Text
462
AutoCAD SHX Text
463
AutoCAD SHX Text
464
AutoCAD SHX Text
462
AutoCAD SHX Text
463
AutoCAD SHX Text
464
AutoCAD SHX Text
464
AutoCAD SHX Text
464
AutoCAD SHX Text
463
AutoCAD SHX Text
462
AutoCAD SHX Text
460
AutoCAD SHX Text
461
AutoCAD SHX Text
462
AutoCAD SHX Text
463
AutoCAD SHX Text
464
AutoCAD SHX Text
INLET FILTER (TYP.)
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
CONST. 160' ~ 30" PIPE @ 0.53%
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
CONST. 95' ~ 15" PIPE @ 1.00%
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
CONST. 95' ~ 15" PIPE @ 1.00%
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
CONST. 79' ~ 12" PIPE @ 2.00%
AutoCAD SHX Text
(PRIVATE)
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
IV432.27
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
CONST. CI
AutoCAD SHX Text
SILT FENCE (TYP.)
AutoCAD SHX Text
CONST. 68' ~ 30" PVC SDR 35 @ 32.01%
AutoCAD SHX Text
CONST. 63' ~ 18" PVC SDR 35@ 44.02%
AutoCAD SHX Text
CONST. 36' ~ 12" PVC
AutoCAD SHX Text
SDR 35 @ 51.15%
AutoCAD SHX Text
THE CONTRACTO MAY ADJUST THE PROPOSED INVERT IN SUCH THAT THE PROPOSED MANHOLE CORE OCCURS IN A BARREL SECTION ABOVE THE OTHER PIPES
AutoCAD SHX Text
BC462.20
AutoCAD SHX Text
PV461.70
AutoCAD SHX Text
88.8'
AutoCAD SHX Text
10.7'
AutoCAD SHX Text
37.6'
AutoCAD SHX Text
75.8'
AutoCAD SHX Text
10.4'
AutoCAD SHX Text
10.4'
AutoCAD SHX Text
42.8'
AutoCAD SHX Text
66.1'
AutoCAD SHX Text
78.5'
AutoCAD SHX Text
41.2'
AutoCAD SHX Text
83.6'
AutoCAD SHX Text
43.6'
AutoCAD SHX Text
14.4'
AutoCAD SHX Text
10.7'
AutoCAD SHX Text
64.7'
AutoCAD SHX Text
3.4'
AutoCAD SHX Text
83.6'
AutoCAD SHX Text
TW464.16
AutoCAD SHX Text
PV463.66
AutoCAD SHX Text
TW464.16
AutoCAD SHX Text
PV463.66
AutoCAD SHX Text
TW464.30
AutoCAD SHX Text
PV463.80
AutoCAD SHX Text
TW464.20
AutoCAD SHX Text
PV463.70
AutoCAD SHX Text
BC461.85
AutoCAD SHX Text
PV461.35
AutoCAD SHX Text
10.4'
AutoCAD SHX Text
37.5'
AutoCAD SHX Text
TW464.10
AutoCAD SHX Text
PV464.10
AutoCAD SHX Text
PV463.78
AutoCAD SHX Text
TW494.28
AutoCAD SHX Text
BC464.10
AutoCAD SHX Text
PV463.60
AutoCAD SHX Text
BC463.70
AutoCAD SHX Text
PV463.20
AutoCAD SHX Text
8.0' WALK
AutoCAD SHX Text
74.4'
AutoCAD SHX Text
15.4'
AutoCAD SHX Text
2.1'
AutoCAD SHX Text
11.5'
AutoCAD SHX Text
11.7'
AutoCAD SHX Text
11.7'
AutoCAD SHX Text
8.8'
AutoCAD SHX Text
8.8'
AutoCAD SHX Text
14.4'
AutoCAD SHX Text
11.5'
AutoCAD SHX Text
2.1'
AutoCAD SHX Text
19.2'
AutoCAD SHX Text
19.2'
AutoCAD SHX Text
41.2'
AutoCAD SHX Text
9.5'
AutoCAD SHX Text
BC461.99
AutoCAD SHX Text
PV461.49
AutoCAD SHX Text
BC461.83
AutoCAD SHX Text
PV461.33
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BC461.43
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PV460.93
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BC463.77
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PV463.27
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BC463.77
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PV463.27
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BC463.95
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PV463.45
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BC463.60
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PV463.10
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BC462.11
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PV461.61
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BC463.85
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PV463.35
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IV460.95
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TG463.00
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CONST. DBI
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CONST. 40' ~ 30" PIPE @ 0.95%
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CO
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BC461.25
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PV460.75
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BC460.73
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TG460.23
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CONST. CI
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IV455.00
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BC460.85
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PV460.35
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CONST. ELBOW
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6.0' WALK
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56.3'
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10.2'
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2.1'
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86.2'
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5.0'
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48.7'
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TW464.24
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PV463.74
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PV463.94
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TW464.44
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BC463.84
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PV463.34
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PV463.80
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TW464.30
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CO
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CO
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CO
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CO
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E
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W
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N
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INC.
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BRYANT
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ENGINEERING
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S
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SCALE: 1"=30'
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SHEET
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JOB NO.: 16-5572
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REVISIONS
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DESCRIPTION
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NO.
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DATE
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BY
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OF
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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30
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30
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60
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30
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120
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15
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463
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PROPOSED REGRADE CONTOUR ELEVATION
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SHEET FLOW DIRECTION
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PV 408.30
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PROPOSED DROP BOX INLET
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SANITARY SEWER MANHOLE
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PROPOSED CURB BOX INLET
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S
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FIRE HYDRANT
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H
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Y
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D
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8"W
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WATERLINE
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POWER POLE
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BC 408.30
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TC 408.30
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PROPOSED BACK OF CURB ELEVATION
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PROPOSED TOP OF CURB ELEVATION
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PROPOSED PAVEMENT ELEVATION
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NORTH
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F:\DATA\2016\16-5572\dwg\020118revised-bldg.dwg
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DATE: 02-10-2017
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TRANSFORMER BY OMU
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LSI INDUSTRIES, CATALOG #: XALM-5W-LED-SS-40
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LSI INDUSTRIES, CATALOG #: XALM-5W-LED-SS-40
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POLE DESCRIPTION
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SYMBOL
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D
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C
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1 07/16/17 SEE NOTE BEi
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2 02/05/18 SEE NOTE BEi
270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382
OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
MALCO THEATRES INC.
DETAILS & GENERAL NOTES
OWNER/DEVELOPER
MEMPHIS, TN 38120
5851 RIDGEWAY CENTER PARKWAY
5
42700 CALUMET TRACE
MALCO OWENSBORO
GENERAL NOTES
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E
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W
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N
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INC.
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BRYANT
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ENGINEERING
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S
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SCALE: N/A
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SHEET
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JOB NO.: 16-5572
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REVISIONS
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DESCRIPTION
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NO.
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DATE
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BY
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OF
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DESIGN IS REQUIRED
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FOR PIPES LARGER THAN 30", ADDITIONAL
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INLET CASTING SHALL BE SEALED TO THE INLET BOX WITH A MASTIC COMPOUND AND MORTARED ON.
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HOLE SIZE <= PIPE SIZE + 3"
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INLET BOX DETAIL
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INLET CASTING DETAIL
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(IN DRIVEWAYS)
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- NEENAH R-3510 - EAST JORDAN 7370
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ACCEPTABLE CASTINGS FOR VALLEY INLETS
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ACCEPTABLE CASTINGS FOR CURB INLETS
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- NEENAH R-3246 - EAST JORDAN 7030 M-4 - JOHN BOUCHARD & SONS 3080
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6" THICK BASE SLAB
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3'-4"
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8"
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8"
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24"
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8"
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8"
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36"
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4'-4"
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MASTIC COMPOUND
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SEALED WITH A
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JOINT TO BE
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TONGUE & GROOVE
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FRAME, GRATE & CURB IRON
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AS REQD.
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42" MAX.
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OPENINGS FOR PIPE AS REQD.
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NOTES:
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WEIGHT:
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CLASS A CONCRETE
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REINF.-#5 REBAR @ 12" C.C. EA. WAY
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RISER - 900lbs./vert.ft.
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BASE - 3,600lbs.max
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2"MIN. CONCRETE COVER
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CHAPTER 7
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CASTING DETAILS
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OWENSBORO METROPOLITAN
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STORM SEWERS
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EXHIBIT NO. 7-5
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INLET BOX AND
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PUBLIC IMPROVEMENT SPECIFICATIONS
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NOT TO SCALE
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*FULL-DEPTH ROCK BACKFILL REQUIRED IN TRAFFIC AREAS.
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PUBLIC IMPROVEMENT SPECIFICATIONS
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PVC PIPE
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EXHIBIT NO. 7-4
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NOT TO SCALE
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STORM SEWERS
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OWENSBORO METROPOLITAN
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BEDDING DETAIL
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CHAPTER 7
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%%UPVC PIPE BEDDING DETAIL
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FINAL BACKFILL
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#57 OR #67 CRUSHED LIMESTONE
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EXCAVATED TRENCH WIDTH
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6" COVER*
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6" BEDDING
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O.D.
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FOUNDATION - (MAY
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NOT BE REQUIRED)
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NOTES:
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MINIMUM BENDING RADIUS = 300 x O.D.
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WHEN COVER FROM STREET GRADE TO TOP OF PIPE IS 2'-0"
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OR LESS, PIPE SHALL BE BEDDED IN DRY MIX, OR SHALL HAVE
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A 6" CONCRETE ARCH.
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WHEN COVER IS GREATER THAN 2'-0", ABOVE DETAIL SHALL BE
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USED.
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45'
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20'
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6" MIN. - #3 STONE
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%%uGRAVEL CONSTRUCTION ENTRANCE
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%%UEROSION CONTROL
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NOT TO SCALE
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NOT TO SCALE
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1¼" ASPHALT SURFACE COAT
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2" ASPHALT BASE
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8" DENSE GRADED AGGREGATE
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COMPACTED SUBGRADE
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%%UTYPICAL PAVEMENT SECTION
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PLACE GRAVEL FILTER BAGS SUCH THAT NO GAPS ARE EVIDENT
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GRAVEL FILTER BAGS CAN BE A SINGLE OR DOUBLE LAYER
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SECTION A-A
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NOTE: GRAVEL FILTERS MAY BE USED ON PAVEMENT OR BASE GROUND
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CONCRETE BLOCK FILTER
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WATER
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FILTERED
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WIRE SCREEN PLACED AROUND CONCRETE BLOCK PERIMETER
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RUNOFF
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OVERFLOW
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A
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AREA INLET WITH GRATE
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A
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%%UFOR AREA INLET
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EXHIBIT NO. 11-6
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%%UGRAVEL FILTER
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SIDE VIEW
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GRAVEL FILTER BAGS
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PLACE GRAVEL FILTER BAGS SUCH THAT NO GAPS ARE EVIDENT
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PUBLIC IMPROVEMENT SPECIFICATIONS
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SEDIMENT CONTROL
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OWENSBORO METROPOLITAN
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EROSION PREVENTION AND
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CHAPTER 11
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NOT TO SCALE
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GRAVEL FILTER (APPROXIMATELY
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3
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4
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" DIAMETER) PLACED TO TOP
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OF CONCRETE BLOCKS.
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AROUND DROP INLET PERIMETER
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IF A DOUBLE LAYER OF GRAVEL FILTER
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BAGS ARE USED, THE TOP BAGS MUST BE
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PLACED SUCH THAT NO GAPS ARE EVIDENT
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WITH THE LOWER LEVEL OF BAGS.
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CONCRETE BLOCKS
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STAKED 2 HIGH
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WIRE SCREEN TO PREVENT
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MOVEMENT OF GRAVEL
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3
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4
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" GRAVEL CONTAINED IN PERVIOUS
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BURLAP BAGS OR SYNTHETIC NET BAGS
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(
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1
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8
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" MESH) APPROXIMATELY 24" LONG,
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12" WIDE AND 6" HIGH
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APPROXIMATELY 8" OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL
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FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR (IF USED) THE WIRE MESH.
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SPACING OF POSTS TO BE 6-10 FEET APART
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FILTER FABRIC SILT FENCE
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FILTER FABRIC MATERIAL
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EXHIBIT NO. 11-5
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FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6" (MAX.) MESH WHICH HAS BEEN FASTENED TO THE POSTS.
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RUNOFF
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%%UFABRIC SILT FENCE
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%%UINSTALLING A FILTER
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2' MIN.
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BACKFILLED
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TRENCH
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WOOD OR
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STEEL POST
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APPROXIMATE
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4"x4" TRENCH
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CHAPTER 11
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EROSION PREVENTION AND
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OWENSBORO METROPOLITAN
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SEDIMENT CONTROL
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PUBLIC IMPROVEMENT SPECIFICATIONS
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NOT TO SCALE
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SECTION B-B
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%%UDROP BOX INLET DETAIL
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8"
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MIN.
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CONCRETE
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3500 PSI
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3500 PSI CONCRETE
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SECTION A-A
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OR CRUSHED LIMESTONE BEDDING
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PLACE ON STABILIZED SUBGRADE
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3-FT.
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8"
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Z
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Z
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ALL SIDES
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8" MIN.
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PER PLAN
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DIA. VARIES
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B
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CONCRETE
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OR PRECAST
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(3500 PSI) WALLS
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CEMENT CONC.
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3-FT.
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8"
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Z
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Z
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B
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DEPTH
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SLOPE BOTTOM
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ALL SIDES
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6" MIN.
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8"
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Z
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Z
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8" MIN.
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TO PIPE INVERT C
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8"
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VARIES
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Z
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Z
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R-4884-A***+ OR EQUAL)
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NOT TO SCALE
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A
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A
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PROVIDE EXPANSION JOINT ONLY IF ABUTTING CONCRETE PAVEMENT.
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20'-0"
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5'-0"
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*
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4"
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*
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%%UNOTE:
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OTHER REQUIREMENTS)
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(SEE PLAN FOR
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THICKNESS 4" TYP.
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1/2"
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(TYP.)
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TOOL 3/4" DEEP
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MARK W/ SCORING
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(TYP.)
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4" COMPACTED DGA
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SEALER
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WWF 6x6 W1.4xW1.4
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JOINT
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5.5' WALK
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4" CONCRETE SIDEWALK
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4" CRUSHED STONE
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1"R(TYP.)
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6"
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2'-0"
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6"
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NOT TO SCALE
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PAVEMENT
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CONCRETE CURB (SEE DETAIL)
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#4 BENT @ 18"O.C.
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SEE PLAN FOR WHERE APPLICABLE
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%%UCONCRETE INTEGRAL CURB AND WALK DETAIL
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%%UCONCRETE SIDEWALK DETAIL
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NOT TO SCALE
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JOINT FILLER
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EXPANSION
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(NEENAH MODEL
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INLET FRAME GRATE
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CAST IRON
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36"x36" CASTING
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SEVERAL OF THE PROPOSED CURB INLET STRUCTURES WILL REQUIRE A MANHOLE BASE. THE PRECASTER SHALL DETERMINE THE REQUIRED STRUCTURE SIZE.
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%%uNOTE
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F:\DATA\2016\16-5572\dwg\020118revised-bldg.dwg
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DATE: 02-10-2017
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18. SUBMIT A COPY OF THE N.O.T. (NOTICE OF TERMINATION) TO THE CITY ENGINEER'S OFFICE, SUBMIT A COPY OF THE N.O.T. (NOTICE OF TERMINATION) TO THE CITY ENGINEER'S OFFICE, FOR A RECORD COPY. 19. A STORM WATER POLLUTANT PROTECTION PLAN (SWPPP) SHALL BE DEVELOPED FOR THIS A STORM WATER POLLUTANT PROTECTION PLAN (SWPPP) SHALL BE DEVELOPED FOR THIS SITE AND SUBMITTED TO THE CITY OF OWENSBORO ENGINEERING DEPARTMENT, FOR A RECORD COPY. 20. AS PER THE REQUIRED KYR10 PERMIT FOR THIS SITE, INSPECTIONS WILL BE PERFORMED AND AS PER THE REQUIRED KYR10 PERMIT FOR THIS SITE, INSPECTIONS WILL BE PERFORMED AND FORMS KEPT ON SITE FOR EPA, DOW, & CITY OF OWENSBORO REVIEW. 21. SILT FENCES TO BE CLEANED OUT WHEN THEY BECOME ONE THIRD FULL. AFTER EVERY RAIN SILT FENCES TO BE CLEANED OUT WHEN THEY BECOME ONE THIRD FULL. AFTER EVERY RAIN IN EXCESS OF ONE HALF INCH, ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED AND CLEANED OR REPAIRED AS NECESSARY. 22. ALL DISTURBED AREAS THAT REMAIN INACTIVE FOR MORE THAN 21 DAYS SHALL BE ALL DISTURBED AREAS THAT REMAIN INACTIVE FOR MORE THAN 21 DAYS SHALL BE STABILIZED BY SEEDING, SODDING, MULCHING, COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL MEASURES AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 23. 6" THICK CONCRETE DRIVE APRONS FOR ALL NEW DRIVE ENTRANCES. 6" THICK CONCRETE DRIVE APRONS FOR ALL NEW DRIVE ENTRANCES. 24. ALL CONSTRUCTION IN THE RIGHT OF WAY WHETHER NEW, MODIFIED, OR IMPROVED SHALL ALL CONSTRUCTION IN THE RIGHT OF WAY WHETHER NEW, MODIFIED, OR IMPROVED SHALL HAVE A STREET CUT PERMIT BEFORE STARTING CONSTRUCTION AND INSPECTION PERFORMED BEFORE AND DURING CONSTRUCTION. CALL THE CITY ENGINEER'S OFFICE FOR PERMIT AND INSPECTION (687-8641). 25. TIE IN NEW DRIVE ENTRANCES WITH THE EXISTING WALK TO ALLOW FOR ADA ACCESS TIE IN NEW DRIVE ENTRANCES WITH THE EXISTING WALK TO ALLOW FOR ADA ACCESS ACCORDING TO THE MOST CURRENT ADA STANDARDS. 26. ALL RAMPS, SIDEWALKS AND APRONS SHALL BE COMPLIANT WITH THE MOST CURRENT ALL RAMPS, SIDEWALKS AND APRONS SHALL BE COMPLIANT WITH THE MOST CURRENT DEPARTMENT OF JUSTICE ADA REQUIREMENTS (ADA STANDARDS FOR ACCESSIBLE DESIGN, CODE OF FEDERAL REGULATIONS, CURRENT EDITION). 27. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO REPLACE SIDEWALKS, CURBS, GUTTERS, IT IS THE RESPONSIBILITY OF THE DEVELOPER TO REPLACE SIDEWALKS, CURBS, GUTTERS, AND/OR DRIVEWAY ENTRANCE APRONS DAMAGED DURING CONSTRUCTION OF THEIR PROJECT. 28. EXISTING ROADWAYS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO A CONDITION EXISTING ROADWAYS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO A CONDITION THAT IS EQUAL TO OR EXCEEDS CURRENT CONDITIONS BY THE CONTRACTOR. 29. NO ENCROACHMENTS WILL BE ALLOWED UPON DEDICATED EASEMENTS SHOWN ON PLAN SET. NO ENCROACHMENTS WILL BE ALLOWED UPON DEDICATED EASEMENTS SHOWN ON PLAN SET. 30. IF THE DEVELOPMENT REQUIRES A DUMPSTER, THEN THE DUMPSTER PAD AND ENCLOSURE IF IF THE DEVELOPMENT REQUIRES A DUMPSTER, THEN THE DUMPSTER PAD AND ENCLOSURE IF ANY MUST BE SHOWN ON THE PLANS AND IT MUST MEET ALL OF THE CITY OF OWENSBORO'S APPROACH, ENCLOSURE AND OVERHEAD SPECIFICATIONS. SIGN OFF FROM THE SANITATION DIRECTOR IS ALSO REQUIRED BEFORE FINAL PLAN APPROVAL CAN BE DONE. 31. THE PROPERTY OWNER IS RESPONSIBLE FOR SURFACE AND SUB-SURFACE DRAINAGE RELATED THE PROPERTY OWNER IS RESPONSIBLE FOR SURFACE AND SUB-SURFACE DRAINAGE RELATED TO HIS/HER LANDS, AND SHALL PROVIDE FOR SUCH DRAINAGE IN A WAY AS TO PROPERLY RELIEVE WATERS FROM THEIR LAND, WITHOUT OBSTRUCTING EXISTING DRAINAGE PATTERNS OR INCREASING RUNOFF ONTO ADJAC.ENT PROPERTIES. 32. THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA OR FLOODWAY THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA OR FLOODWAY PER F.I.R.M. NO. 21059C143D, EFFECTIVE APRIL 16, 2009. 33. THE STORM WATER QUALITY AND STORM WATER RUNOFF HAVE PREVIOUSLY BEEN ADDRESSED BY REGIONAL FACILITIES FOR THE SUBDIVISION. 34. DISCHARGE FROM ALL SITE DOWNSPOUTS SHALL BE DIRECTED TO STORM SEWERS, SWALES AND OR SHEET FLOW ROUTED TO THE DETENTION BASIN. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GETTING AN INDIVIDUAL KYR10 PERMIT FOR THIS SITE.
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1. ALL PUBLIC IMPROVEMENTS MUST BE ACCORDING TO THE OWENSBORO METROPOLITAN PUBLIC ALL PUBLIC IMPROVEMENTS MUST BE ACCORDING TO THE OWENSBORO METROPOLITAN PUBLIC IMPROVEMENT SPECIFICATIONS (THE PUBLIC IMPROVEMENT SPECIFICATIONS) PL SPEC'S CAN BE FOUND AT www.iompc.org. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE PRIOR TO BEGINNING ANY CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE PRIOR TO BEGINNING ANY CONSTRUCTION PHASES. 3. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO OBTAIN ALL APPROPRIATE PERMITS FROM IT IS THE RESPONSIBILITY OF THE DEVELOPER TO OBTAIN ALL APPROPRIATE PERMITS FROM THE KENTUCKY DIVISION OF WATER AND/OR ARMY CORP OF ENGINEERS. 4. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO OBTAIN ALL APPROPRIATE PERMITS FROM IT IS THE RESPONSIBILITY OF THE DEVELOPER TO OBTAIN ALL APPROPRIATE PERMITS FROM ALL THE GOVERNING AGENCYS THAT HAVE JURISDICTION OVER THE AREA WHERE THE WORK IS PROPOSED TO BE DONE. 5. A CUT AND FILL PERMIT IS REQUIRED WHEN CUTTING OR FILLING IS PROPOSED TO BE A CUT AND FILL PERMIT IS REQUIRED WHEN CUTTING OR FILLING IS PROPOSED TO BE PERFORMED IN THE PROPOSED DEVELOPMENT. 6. A STREET CUT PERMIT IS REQUIRED FOR ALL WORK INSIDE THE RIGHT OF WAY OF THE CITY A STREET CUT PERMIT IS REQUIRED FOR ALL WORK INSIDE THE RIGHT OF WAY OF THE CITY OF OWENSBORO. CALL THE CITY ENGINEERING OFFICE AT (687-8641). 7. A KYR10 PERMIT IS REQUIRED FOR THIS SITE SINCE DISTURBED AREA FOR THIS SITE IS MORE A KYR10 PERMIT IS REQUIRED FOR THIS SITE SINCE DISTURBED AREA FOR THIS SITE IS MORE THAN 1 ACRE. 8. PRIOR TO MOBILIZATION, ALL SILT FENCE SHALL BE INSTALLED. PRIOR TO MOBILIZATION, ALL SILT FENCE SHALL BE INSTALLED. 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REMOVING DIRT AND CONSTRUCTION THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REMOVING DIRT AND CONSTRUCTION DEBRIS CAUSED BY CONSTRUCTION ACTIVITIES FROM THE CITY'S STREETS FOR THE DURATION OF THE PROJECT. 10. ALL POTENTIAL EROSION SHALL BE CONTROLLED IN SUCH A MANNER SO AS TO PREVENT ALL POTENTIAL EROSION SHALL BE CONTROLLED IN SUCH A MANNER SO AS TO PREVENT ANY DISPLACEMENT OF SILT TO THE ADJACENT PROPERTY OWNERS OR RIGHT-OF-WAY. THIS CONTROL SHALL BE IMPLEMENTED THROUGH PROPER INSTALLATION OF SILT FENCE DURING THE CONSTRUCTION DURATION AND MAINTAINED UNTIL PROPER GROUND COVER HAS BEEN ESTABLISHED. 11. TOPSOIL STOCKPILES AND BORROW SITES SHALL BE SURROUNDED BY SILT FENCES, RESEEDED TOPSOIL STOCKPILES AND BORROW SITES SHALL BE SURROUNDED BY SILT FENCES, RESEEDED AND PLACE WHERE SOIL EROSION WOULD NOT FLOW INTO WATERWAYS OR ADJACENT PROPERTIES. 12. NO SOLIDS, INCLUDING BUILDING MATERIALS, SHALL BE ALLOWED TO DISCHARGE INTO WATERS NO SOLIDS, INCLUDING BUILDING MATERIALS, SHALL BE ALLOWED TO DISCHARGE INTO WATERS OF THE COMMONWEALTH. 13. THE EROSION CONTROL PLAN IS PREPARED AS A GUIDE FOR INITIAL EROSION CONTROL THE EROSION CONTROL PLAN IS PREPARED AS A GUIDE FOR INITIAL EROSION CONTROL MEASURES TO BE INSTALLED AT THE JOB SITE. IF EROSION OCCURS IN OTHER SPECIFIC AREAS OF THE PROPERTY DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SILT FENCE, OR OTHER EROSION CONTROL MEASURES AS NEEDED TO PREVENT EROSION AND/OR CONTROL SEDIMENTATION. 14. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENTATION CONTROL, STRUCTURES, SILT FENCE, ETC., SHALL BE INSPECTED REGULARLY AND SHALL BE REPAIRED CLEANED, AND/OR REINSTALLED AS NECESSARY TO MEET THE INTENT OF THIS PLAN AND THE CITY OF OWENSBORO REGULATIONS. 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REMOVAL OF EROSION PREVENTION AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REMOVAL OF EROSION PREVENTION AND SEDIMENTATION CONTROL STRUCTURES AFTER CONSTRUCTION IS COMPLETE, BUT ONLY AFTER PROPER GROUND COVER HAS BEEN ESTABLISHED. 16. THE GENERAL CONTRACTOR SHALL INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THE GENERAL CONTRACTOR SHALL INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THE EROSION CONTROL MEASURES ON SITE AND THAT EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THEY CAUSE TO ANY EROSION CONTROL STRUCTURE AND SHALL REPORT SAME TO THE GENERAL CONTRACTOR IMMEDIATELY. 17. IF SITE IS 1 ACRE, OR LARGER IT WILL BE NECESSARY TO APPLY FOR A IF SITE IS 1 ACRE, OR LARGER IT WILL BE NECESSARY TO APPLY FOR A N.O.I. (NOTICE OF INTENT) FROM THE DIVISION OF WATER (CONTACT AT 270-824-7529). SUBMIT A COPY OF THE N.0.I. TO THE CITY ENGINEER'S OFFICE, FOR A RECORD COPY.
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270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382
OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
MALCO THEATRES INC.
DETAILS & GENERAL NOTES
OWNER/DEVELOPER
MEMPHIS, TN 38120
5851 RIDGEWAY CENTER PARKWAY
5
52700 CALUMET TRACE
MALCO OWENSBORO
WATER QUALITY NOTE
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E
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W
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N
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INC.
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BRYANT
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ENGINEERING
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S
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SCALE: N/A
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SHEET
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JOB NO.: 16-5572
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REVISIONS
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DESCRIPTION
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NO.
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DATE
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BY
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OF
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F:\DATA\2016\16-5572\dwg\020118revised-bldg.dwg
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DATE: 02-10-2017
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THE AREA OF THE ENTRANCE.
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BE MAINTAINED THROUGH
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THE NORMAL GUTTER LINE SHALL
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4'
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1/4":1' SLOPE (MAX.)
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1/2":1' SLOPE (MIN.)
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TO MATCH SIDEWALK
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FEATHER BACK OF CURB
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CONCRETE SIDEWALK
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4" THICK (MIN.)
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1/2" EXPANSION JOINT REQUIRED
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IF CURB & ENTRANCE ARE
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CONSTRUCTED SEPARATELY
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A
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A
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Z
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1/2" EXPANSION JOINT REQUIRED
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IF CURB & SIDEWALK ARE
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1" HIGH CURB & GUTTER
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(SEE DETAIL)
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6"
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VARIES
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%%USECTION A-A
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CONSTRUCTED SEPARATELY
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RIGHT-OF-WAY
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4" THICK (MIN.)
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CONCRETE SIDEWALK
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ALTERNATE APRON
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WITH 45%%D TAPER
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1" HIGH CURB & GUTTER
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CONSTRUCTION JOINT (TYP.)
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6" THICK (MIN.)
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CONCRETE
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RIGHT-OF-WAY
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%%UENTRANCE PLAN
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VARIES
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RADIUS
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%%uNOTE
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3/4" IN LENGTH.
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PER CUBIC YARD OF CONCRETE, AND THE FIBERS SHALL BE
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THE FIBERS SHALL BE APPLIED AT A RATE OF 1.5 POUNDS
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FIBERS AS MANUFACTURED BY DURAFIBER, OR EQUAL.
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INTO IT A MATRIX OF 100% VIRGIN POLYPROPYLENE
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REINFORCING. THE CONCRETE MIX SHALL HAVE INCORPORATED
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CONCRETE SHALL BE REINFORCED WITH FIBER MESH
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THE CONSTRACTOR SHALL INSTALL A ADS INLET FILTER IN THE PROPOSED CURB INLET THAT DRAINS THE DUMPSTER PAD. THE CONTRACTOR SHALL VERIFY THE SIZE AND FILTER STYLE REQUIRED WITH THE MANUFACTURER PRIOR TO ORDERING. THE DEVELOPER WILL NOT BE OBLIGATED FOR SUBMITTING YEARLY REPORTS TO THE CITY; HOWEVER IT IS RECOMMENDED THAT THE OWNER PERIODICALY INSPECT THE FILTER.
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