HomeMy WebLinkAboutSDP000000404 Phase II Plan - ApprovedI
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T,yT M4 \ . 1— 2'-O" MIN. - . CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 / UNLESS
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STABILIZED BY A RETAINING WALL OR CRIBBING. ADEQUATE PROVISIONS M
SHALL BE MADE BY USE OF DIVERSIONS OR A BERM rO PREVENT SURFACE WATER f >',:,�.' '';:.'`•- ;�: % _
FROM DAMAGING THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES OF ' _ • '' co
QQ.4\ FILLS. SEDIMENT AND RUNOFF WATER WILL BE SETTLED OUT BY MEANS OF A- DEBRIS -, m z m Q
545 , BASIN W/ TH A PERFORATED STANDP/PE. WHEN GRADING HAS BEEN COMPLETED , ALL 16" I - 2 - o - I �' o m
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\� DISTURBED AREAS WILL BE SEEDED, LIMED AND FERTILIZED AS OUTLINED IN THE 3 Y
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COUNTY OF ALBEMARLE EROSION HANDBOOK.
CONC. CURB B GUTTER 9
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ALL RETA/N/NG WALLS SHALL COMPLY WITH B O C A STANDARDS.
WATER SERVICE FOR SWIMMING POOL AND POOL HOUSE IS TO BE METERED SEPERATELY FROM APT. BLDG.
UH MATERIALS FOR WATER SERVICE CONNECT/ON WILL BE SUPPLIED BY THE ALBEMARLE 0
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EX/STING CONTOURS `- CONCRETE SURFACE / h // / / / / O // i -' \ �° , I I I \ \ \ \ = 2 J
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FINISHED CONTOURS �f STORM SEWER LINE yo4r/o / / / / / �?J? CB N
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PENTHOUSE FLOOR 8 UNITS / \ \ \ \ I I \ m 'i'
9 / A PA R-T MEN T UN / T S TYPICAL FLOOR 12 UNITS -
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LOBBY FLOOR / / UNITS // / / -, \ \ I 1 t�
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126, 7/6 sf TOTAL SITE AREA VOH Sfd EC / s \ \ \ 1
85,766 sf SITE AREA EXCLUSIVE OF REOU/RED PARKING CZ
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14, 305 sf GROSS BLDG. AREA AT GROUND LEVEL — /6.68 % COVERAGE OF ALLOWABLE GROUND BENCHMARK DATUM BASED UPON USGS MEAN SEA LEVEL ELEVAT/ON 523.06 ON THE SE\ /52.2B- \ \ \�\\ \� W N
900 sf POOL HOUSE - / . 05 % n u ii TOP OF FIRE- HYDRANT ON THE S. E. CORNER OF THE INTERSECT/ON OF GREENBR/ER DR. & COMMONWEALTH DR. REINFORCED CONCRETE
111,495 sf TOTAL BUILDING FLOOR SPACE RETAINING WALL `� \ \ 1\ \ o 0
CONC BLOCK
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DEWEY BROS. INC.
FRAME 8 GRATE
FOR 24 "x 36 "
CATCH BASIN
CH-BN-2