NATURAL / ENVIRONMENTAL FEATURES SPECIAL EMPHASIS NEIGHBORHOODS
PRESERVATION OVERLAYS
F I S H E R D R I V E (40' R/W)
EXISTING
A L L E Y (20' R/W
)
PRELIMINARY PLAN
SEMINARY COMMONSSUBDIVISION
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OPEN SPACE 21,331 SF
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OPEN SPACE 15,221 SF
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OPEN SPACE 2,697 SF
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OPEN SPACE - 16,928 SF
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s
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DETENTION AREA
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BAYLOR DRIVE 30' R/W
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11
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BAYLOR DRIVE 30' R/W
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9
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BAYLOR DRIVE 30' R/W
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CBU
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#5RBF
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3/4"IPF +CAP
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3/4"IPF
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3/4"IPF
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3/4"IPF
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1.25"IPF (SOLID)
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3/4"IPF (BNT)
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3/4"IPF (CT)
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1"IPF
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3/4"IPF
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3/4"IPF
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3/4"IPF (CT)
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#4RBF
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1"IPF
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1"IPF
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1"IPF +ELBOW
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1"IPF (SOLID)
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3/4"IPF (BNT)
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WM
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WM
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40'
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80'
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0'
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SCALE: 1"=40'
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40'
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FILE JOB
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16044-PLM.DWG
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16044
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NUMBER
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0.0
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DEC. 16, 2019
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Landscape Architects Land Planners
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NO. OF ACRES ___ MILES NEW ROAD ___ NO OF LOTS ____
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Arbor Engineering, Inc.
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Land Surveyors Civil Engineers Recreational Planners
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Box 263 Greenville, S.C. 29602
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DRAWN DESIGN CHECK DATE:
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GREENVILLE, SC 29607
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4.81
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DEVELOPER
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ENGINEER
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LOCATION MAP
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126 MILLPORT CIRCLE #200
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SHAW RESOURCES, INC
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ARBOR ENGINEERING, INC.
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AMA
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P.O. BOX 263
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GREENVILLE, SC 29602
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JM3
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SITE
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JM3
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(864) 235-3589
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(864) 233-6391
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PRELIMINARY PLAN NOTES: 1. TAX MAP NUMBER 0280000203400, 0280000203500, 0280000203600, TAX MAP NUMBER 0280000203400, 0280000203500, 0280000203600, 0280000203601, 0280000203700, 0280000203800, 0280000203801. THE PROPERTY IS ZONED R-6. 2. AS A MINIMUM, 5 FOOT DRAINAGE AND UTILITY EASEMENTS ESTABLISHED AS A MINIMUM, 5 FOOT DRAINAGE AND UTILITY EASEMENTS ESTABLISHED ALONG ALL SIDE PROPERTY LINES. 10 FOOT EASEMENTS ESTABLISHED ALONG EXTERIOR BOUNDARY OF SUBDIVISION UNLESS ADJOINING OWNERS HAVE ESTABLISHED EASEMENTS. 3. IRON PINS AT ALL PROPERTY CORNERS, UNLESS OTHERWISE NOTED. IRON PINS AT ALL PROPERTY CORNERS, UNLESS OTHERWISE NOTED. 4. REFERENCE PLAT BY BRIAN PATE (HBU SURVEYING), TITLED "FISHER DRIVE" REFERENCE PLAT BY BRIAN PATE (HBU SURVEYING), TITLED "FISHER DRIVE" DATED APRIL 17, 2019. 5. POTABLE WATER BY GREENVILLE WATER SYSTEM. (AS SHOWN) POTABLE WATER BY GREENVILLE WATER SYSTEM. (AS SHOWN) 6. ELECTRICAL POWER BY DUKE ENERGY. (OVERHEAD LINES ALONG FISHER DRIVE) ELECTRICAL POWER BY DUKE ENERGY. (OVERHEAD LINES ALONG FISHER DRIVE) 7. NATURAL GAS BY PIEDMONT NATURAL GAS. NATURAL GAS BY PIEDMONT NATURAL GAS. 8. SANITARY SEWER COLLECTION BY CITY OF GREENVILLE. SANITARY SEWER COLLECTION BY CITY OF GREENVILLE. 9. FIRE PROTECTION BY THE CITY OF GREENVILLE FIRE DEPARTMENT. FIRE PROTECTION BY THE CITY OF GREENVILLE FIRE DEPARTMENT. 10. SANITATION SERVICES BY GREENVILLE PUBLIC WORKS. SANITATION SERVICES BY GREENVILLE PUBLIC WORKS. 11. ALL STORM WATER SYSTEMS ON-SITE WILL BE LOCATED WITHIN COMMON OPEN ALL STORM WATER SYSTEMS ON-SITE WILL BE LOCATED WITHIN COMMON OPEN SPACE. 12. TOPOGRAPHY INTERVALS ARE ONE FOOT CONTOURS PROVIDED BY HBU TOPOGRAPHY INTERVALS ARE ONE FOOT CONTOURS PROVIDED BY HBU SURVEYING. 13. A STORMWATER AND EROSION CONTROL PLAN WILL BE SUBMITTED AND A STORMWATER AND EROSION CONTROL PLAN WILL BE SUBMITTED AND APPROVED BY THE CITY OF GREENVILLE PRIOR TO CONSTRUCTION. 14. CURRENT PROPERTY OWNER IS LISTED AS JACK E SHAW.CURRENT PROPERTY OWNER IS LISTED AS JACK E SHAW.
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0280000215500 N/F DAVID M/JOEL A MCCAULEY DB - 2077 - 1518
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CURB AND GUTTER IMPROVEMENTS TO EXISTING ALLEY LIMITING ACCESS TO SPECIFIC POINTS OF INGRESS/EGRESS
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LOT WIDTH 40' TYP.
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LOT WIDTH 40' TYP.
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LOT WIDTH 40' TYP.
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LOT WIDTH 40' TYP.
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LOT WIDTH 40' TYP.
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LOT WIDTH 40' TYP.
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LOT WIDTH 40' TYP.
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LOT DEPTH 97' TYP.
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LOT DEPTH 97' TYP.
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LOT DEPTH 80' TYP.
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BLDG. WIDTH 30' TYP.
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BLDG. WIDTH 30' TYP.
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BLDG. WIDTH 30' TYP.
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BLDG DEPTH 60' TYP.
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BLDG. WIDTH 30' TYP.
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BLDG DEPTH 60' TYP.
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CURB AND GUTTER IMPROVEMENTS TO EXISTING ALLEY LIMITING ACCESS TO SPECIFIC POINTS OF INGRESS/EGRESS
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0280000215600 N/F DIANNE C CUNDIFF DB - 2259 - 1552 PB - P - 75
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0280000215700 N/F JOSEPH J/DOROTHY G DUNCAN DB - 1273 - 481 PB - P - 75
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0280000215800 N/F MARLENE M/ROBERT M HENRY DB - 2332 - 914 PB - P - 75
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0280000215900 N/F ALISSA FRANZEN DB - 2510 - 4222
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0280000216100 N/F RICHARD BARNES DB - 2295 - 399 PB - P - 75
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0280000216200 N/F LEON N/VIRGINIA H LUTZ DB - 2507 - 5047 PB - P -75
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0280000216300 N/F REGINA PARKER DB - 2579 - 1497 PB - 39 - O - 25
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0280000216400 N/F CATHERINE A/JOSEPH E OWENSBY DB - 2460 - 3125 PB - P - 75
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0280000216500 N/F PEGGY J SKELTON DB - 8400 - 996 PB - 6 - K - 90
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0280000216600 N/F KARA A LEE DB - 2409 - 4190 PB - P - 75
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0280000216700 N/F KELSEY L MOORE DB - 2535 - 1443
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0280000200212 N/F JACK E SHAW DB - 0897 - 590
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0280000200217 N/F TALA INC DB - 1618 - 115 PB - 21 - T - 20
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0280000204000 N/F JACK E SHAW DB - 0944 - 505 PB - P - 5
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0280000203000 N/F JACK E SHAW DB - 0934 - 472 PB - P - 5
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0280000202804 N/F JAMES STARKEY RANDALL DB - 2001 - 845 PB - HH - 5
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0280000202803 N/F ERIC J KILLOUGH DB - 2518 - 598 PB - HH - 5
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0280000202802 N/F WILLIE LEE/IDA B DB - 1877 - 874 PB - HH - 5
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0280000202801 N/F KRAIG D/MARY A SCOTT DB - 1922 - 1966 PB - 42 - N - 58
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0280000204800 N/F DUKE POWER COMPANY DB - 0786 - 233 PB - P - 5
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0280000202902 N/F DUKE POWER COMPANY DB - 0787 - 337 PB - WW - 500
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DENSITY NOTES: SITE: 4.81 AC +/- ZONING: R-6 DENSITY ALLOWED: 34 LOTS (34.92) CLUSTER: OPEN SPACE REQUIRED: 52,381 SQ. FT. OPEN SPACE SHOWN: 56,177 SQ. FT. DENSITY AREA: GROSS AREA: 209,502 SQ. FT. AREA OF R/W: 31,990 SQ. FT. TOTAL: DENSITY ALLOWED: 29 LOTS (29.58)
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15. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 16. ACCORDING TO THE FEMA MAP, NO FLOOD ZONE EXISTS ON SITE. ACCORDING TO THE FEMA MAP, NO FLOOD ZONE EXISTS ON SITE. 17. DRAINAGE PATH TO THE NORTH IS NOT A BLUE LINE STREAM ACCORDING TO DRAINAGE PATH TO THE NORTH IS NOT A BLUE LINE STREAM ACCORDING TO USGS. 18. CITY FLOOD STUDY IS TAKEN INTO ACCOUNT WITH THIS LAYOUT. CITY FLOOD STUDY IS TAKEN INTO ACCOUNT WITH THIS LAYOUT. 19. 50' TURNING RADIUS IS PROVIDED FOR PRIVATE DRIVES. 50' TURNING RADIUS IS PROVIDED FOR PRIVATE DRIVES. 20. ALL EXISTING BUILDINGS AND DRIVEWAYS ON SITE ARE TO BE REMOVED. ALL EXISTING BUILDINGS AND DRIVEWAYS ON SITE ARE TO BE REMOVED. 21. LOTS 1-9 WILL NOT HAVE DIRECT ACCESS TO FISHER DRIVE, ALL LOTS 1-9 WILL NOT HAVE DIRECT ACCESS TO FISHER DRIVE, ALL PROPERTIES WILL BE ADDRESSED OFF OF BAYLOR COURT. 22. BUILDING SETBACKS FOR LOTS ADJACENT TO FISHER DRIVE ARE CONSISTENT BUILDING SETBACKS FOR LOTS ADJACENT TO FISHER DRIVE ARE CONSISTENT WITH THOSE ON FISHER DRIVE. 23. A 20' REAR SETBACK IS PROVIDED TO ALLOW FOR 20' DRIVEWAYS.A 20' REAR SETBACK IS PROVIDED TO ALLOW FOR 20' DRIVEWAYS.
