International Scientists
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SCALE: 1" = 20' DATE: 03-01-2018 9316-001 PROJECT: DESIGNED: FRE DRAWN: KMF CHECKED: FRE fax 859-259-3394 859-233-2103 40508 Lexington, KY 340 S Broadway ECSI LLC Engineers Consultants Scientists International GRADING PLAN 200 BLOSSOM PARK DR, GEORGETOWN, KENTUCKY HOWARD PROPERTIES, LLC 50' DEDICATED RIGHT-OF-WAY ENGINEER'S SEAL SHEET SD3.1
Transcript of International Scientists
SCALE: 1" = 20'
DATE: 03-01-2018
9316-001PROJECT:
DESIGNED: FRE
DRAWN: KMF
CHECKED: FRE
fax 859-259-3394
859-233-2103
40508
Lexington, K
Y340 S
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ay
EC
SI LLC
Engineers
ConsultantsS
cientists
International
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50' D
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ENGINEER'S SEAL
SHEET
SD3.1
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WATER SHUT OFF
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POLE # - 42X BURIED COMMUNICATIONS NO FLAGGING OR PAINT
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N 29°41'05" E 187.04'
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S 63°48'00" E 235.91'
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S 63°55'02" E
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20.00'
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S 25°46'27" W 71.31'
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S 31°53'34" W 109.14'
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N 61°16'33" W 256.40'
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S 28°50'01" W
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CH 18.15'
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8" SANITARY PIPE
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EX. GARAGE
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4' WOOD FENCE
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15" STORM PIPE
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12" STORM PIPE
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50.08'
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50.00'
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59.06'
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L 18.16' R170'
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137.03'
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SAN. SEWER EASEMENT PLAT 7-106
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BLOSSOM PARK DR (60' ROW)
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OXFORD DRIVE (50' ROW)
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24" STORM PIPE
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EX. STORM M.H.
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RIM EL. 877.3
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INV 872.4
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EX. STORM M.H.
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RIM EL. 877.3
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INV 871.3
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EX. SAN. M.H.
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RIM EL. 875.4
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INV 871.6
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EX. SAN. M.H.
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RIM EL. 875.6
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INV 871.1
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EX. SIDEWALK
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EX. ST. M.H.
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RIM EL. 875.5
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INV 869.9
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HOWARD PROPERTIES LLC
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DB 247, PAGE 681
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189-10-044.000
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KENNETH II & ALISA BRAMLETT
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DB 212 X 276
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189-10-048.000
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VALVOLINE LLC
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DB 380 X 315
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PLAT 7-122
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189-10-042.000
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EX. BUILDING
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S 61°16'33" E 258.33'
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EX. ST. M.H.
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RIM EL. 875.5
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INV 869.3
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24" STORM PIPE
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18" PIPE
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8" SANITARY PIPE
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8" SANITARY PIPE
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E
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E
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50' DEDICATED RIGHT-OF-WAY
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15" PIPE
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24" PIPE
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EX. ST. M.H.
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RIM EL. 872.1
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INV. EL. 865.9
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15"& 24" PIPE
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INV. EL. 869.4
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8" PIPE
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INV. EL. 866.6
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12" PIPE
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W
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EDGE OF PAVEMENT
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EX. CURB
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EX. CURB
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EX. CURB
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EX. CURB
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EX. CURB
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EX. CURB
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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IPF Bailey
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#2434
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IPF TFI
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#2402
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IPF Meridian
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#2536
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885
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875
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875
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875
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WATER METERS
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W
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GRASS
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ASPHALT
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E
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GRASS
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GRASS
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ASPHALT
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12" RCP HEAD WALL INV. 869.7
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INV 871.1
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0+00
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1+00
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2+00
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3+00
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3+14.46
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878
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877
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876
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875
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874
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873
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882
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0+00
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0+14.94
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0+42.24
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1+00
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1+51.02
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2+00
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2+31.38
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2+78.38
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STA. 0+92
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PRO. HEADWALL
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INV.~875.35
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STA. 1+44
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PRO. HEADWALL
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INV.~877.10
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PRO. 52L.F.~15"RCP
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@2.50%%%
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879
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10' B.L.
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25' B.L.
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25' B.L.
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30' B.L.
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TYPE "B"
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GUTTER~872.50
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PRO. CATCH BASIN
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INV.~867.67(24")
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INV.~868.17(18")
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PRO 4L.F.~18" RCP
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@1.00%%%
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C PROPOSED STREET
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PRO. 4' SIDEWALK
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L
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EX. TREE
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CAP END OF PIPE
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12" RCP
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0+00
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1+00
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E
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UTILITY POLE
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SANITARY SEWER MANHOLE
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1/2" IRON PIN w/CAP
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WATER VALVE / METER
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W
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EXISTING OVERHEAD ELECTRIC
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EXISTING 1' CONTOUR
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EXISTING 5' CONTOUR
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EXISTING FENCE
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PROPERTY LINE
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EXISTING GAS LINE
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805
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EXISTING WATER LINE
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STORM SEWER MANHOLE
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FOUND
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EXISTING TREE
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EXISTING LIGHT POLE
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GRAPHIC SCALE: 1" = 20'
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0
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20'
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40'
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60'
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LEGEND
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13.5'
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4'
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50' ROW
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C
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11.5'
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7.5'
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13.5'
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SECTION "A-A"
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SIDEWALK
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A
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A
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PROPOSED PAVEMENT
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1.5" BITUMINOUS ASPHALT SURFACE
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3" BITUMINOUS ASPHALT BINDER
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9" COMPACTED DGA
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%%UGENERAL NOTES
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1. AREAS THAT WILL SUPPORT PAVEMENTS, OR NEW ENGINEERED FILL SHALL BE PROPERLY COMPACTED TO 98% STANDARD PROCTOR. THE PARKING AREAS SHALL BE COMPACTED TO 98% STANDARD PROCTOR OR AS RECOMMEND BY THE GEOTECHNICAL ENGINEER. ALL TOPSOIL AND OTHER UNSUITABLE MATERIALS SHALL BE REMOVED. UNSUITABLE MATERIALS INCLUDE FROZEN SOIL, SOFT UNSTABLE MATERIAL AND MISCELLANEOUS FILL OR ANY CLASSIFIED AS UNSUITABLE BY THE ENGINEER. 2. PRIOR TO CONSTRUCTION OR THE PLACEMENT OF NEW ENGINEERED FILL, THE EXPOSED SUBGRADE SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER. THE EVALUATION SHALL INCLUDE PROOF ROLLING OF THE EXPOSED SUBGRADE. IF UNSUITABLE MATERIALS ARE DISCLOSED, AN APPROPRIATE REMEDIAL MEASURE WILL BE RECOMMENDED BY THE GEOTECHNICAL ENGINEER AT THAT TIME. 3. CARE MUST BE EXERCISED DURING GRADING AND FILL PLACEMENT OPERATIONS. THE COMBINATION OF CONSTRUCTION EQUIPMENT TRAFFIC AND EXCESS SURFACE MOISTURE CAN CAUSE PUMPING AND DETERIORATION OF THE NEAR SURFACE SOILS. THE SEVERITY OF THIS POTENTIAL PROBLEM DEPENDS TO A GREAT EXTENT ON THE WEATHER CONDITIONS PREVAILING DURING CONSTRUCTION. THE CONTRACTOR MUST EXERCISE DISCRETION WHEN SELECTING EQUIPMENT SIZES AND ALSO MAKE A CONCERTED EFFORT TO CONTROL SURFACE WATER WHILE THE SUBGRADE SOILS ARE EXPOSED. IF SUCH PROBLEMS DO ARISE, THE ENGINEER SHOULD BE CONTACTED TO EVALUATE THE CONDITION. 4. ENGINEERED FILL PLACEMENT AND COMPACTION OPERATIONS SHALL BE MONITORED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. FIELD DENSITY TESTS MUST BE PERFORMED ON EACH LIFT AS SPECIFIED TO VERIFIED THAT THE SPECIFIED COMPACTION IS BEING ACHIEVED
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%%UEXCAVATION NOTES:
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1. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS WILL ENSURE AGAINST REMOVING OR LOOSENING ANY MATERIAL OUTSIDE THE REQUIRED SLOPES. SLOPES SHALL BE SHAPED TO REASONABLY CLOSE CONFORMITY WITH THE LINES SHOWN ON THE PLANS, WITH NO DEVIATIONS THEREFROM READILY DISCERNIBLE. 2. DISPOSAL OF UNSUITABLE MATERIALS: EXCAVATED MATERIALS SHALL BE PLACED AND COMPACTED TO 98% STANDARD PROCTOR IN THE PARKING AREAS TO THE LINES AND GRADES SHOWN ON THE PLANS. EXCAVATED MATERIALS WHICH ARE UNSUITABLE FOR BACKFILLING OR SURPLUS MATERIALS SHALL BE REMOVED FROM THE SITE OF OPERATIONS AS SOON AS EXCAVATED. ALL EXCAVATED MATERIALS SO REMOVED SHALL BE DISPOSED OF, AT NO ADDITIONAL COST TO THE OWNER, ON PROPERTY FOR WHICH THE CONTRACTOR HAS MADE PRIOR ARRANGEMENTS. 3. NO UNSUITABLE MATERIALS OR ROCK FILL SHALL BE BURIED ON SITE. 4. PROPOSED GRADES SHOWN ARE FINISH GRADE ELEVATIONS.
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5. THE ON SITE SOILS MAY NOT BE SUITABLE TO USE AS ENGINEERED FILL MATERIAL. STANDARDIZING PROCTOR TESTS MAY BE RUN ON EACH OF THE ON SITE MATERIALS PRIOR TO CONSTRUCTION. 6. COMPACTION OF ANY FILL BY FLOODING SHALL NOT BE PERMITTED. DURING WET AND RAINY PERIODS, AERATION IS OFTEN NECESSARY TO BRING THE FILL MATERIALS TO THE REQUIRED MOISTURE CONDITION. DURING, DRY PERIODS, WATER MAY NEED TO BE ADDED TO BRING THE SOILS UP TO THE PROPER MOISTURE CONTENT FOR COMPACTION. THE ON SITE CLAY SOILS MAY REQUIRE AERATION EVEN DURING DRY PERIODS. FILL MATERIAL SHALL NOT BE PLACED OVER FROZEN OR SATURATED MATERIALS, EITHER NATURAL OR FILLED. 7. TOPSOILING AND GRASSING OF THE SITE SHALL BE COMPLETED AS SOON AS POSSIBLE AFTER GRADING IS FINISHED. NO AREAS SHALL BE LEFT BARE FOR LONGER THAN TWO (2) WEEKS. IF FINAL TOPSOILING AND GRASSING CAN NOT BE DONE IN THIS TIME PERIOD, TEMPORARY SEEDING SHALL BE PROVIDED AS DESCRIBED IN THE EROSION CONTROL NOTES. 8. WORK SHALL NOT BEGIN UNTIL AN LAND DISTURBANCE PERMIT IS OBTAINED FROM GEORGETOWN PLANING AND ZONING ENGINEER.
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PROPOSED FINISH 1' CONTOUR
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PROPOSED FINISH 5' CONTOUR
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890
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899
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%%UNOTE:
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GRADE CONTOURS AND SPOT ELEVATIONS ARE FOR FINISHED CONDITIONS. CONDITIONS.
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NOTE: THE ABOVE IS THE MINIMUM PAVEMENT DESIGN.
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THE PAVEMENT DESIGN SHALL BE BASED ON CBR'S AND
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THE GSCPC STREET DESIGN STANDARDS.
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FREDERICK
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R.
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EASTRIDGE
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