HomeMy WebLinkAbout39309 AIR PARK RD GRAPHIC SCALE 0 AD FM �=
s N s REVIEW
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STRUCTURE ) L a5
SECTION 13, TWONSHIP 26 S. RANGE 21 EAST xa°93 x� ------xa ---------- 1 -- -,'3� — ------------ s'
1 p4 c➢98_ — —Rg �g1 34 _ _ _ _____) 2.
AIR PARK ROAD I
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60' R/W
2 1/2�M N D A WOOD STEEL SITE DATA: -1.33 LBS/FT MIN) -- -
B CENTERS MAX ZONING:SITE IS ZONED U (LIGHT INDUSTRIAL) - - - - - -
GEOTEXTILE CRITERIA j% USE MANUFACTURE OF PLASTIC PRODUCTS
GRAB TENSILE STRENGTH 90 LBS �j i
STORM WATER INLET TRAPEZOIDAL TEAR 35 LBS '- - AREA OF SITE TOTAL AREA (0.85 ACRES) 37,000 S.F.
MULLEN BURST 100 PSI r- - - EXISTING BUILDING AREA 3,574 S.F. -
SEE FOOT INDEX NO 199 EXISTING PAVEMENT, DUMPSTER& SLAB 5,208 S.F. - - - LEND c
I FLow I Flow I �
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i F PROPOSED PAVEMENT 7,820 -S.F.
PROPOSED EDP LF LINEAR FEET
P IDOWN SLOPE - TOTAL IMPERVIOUS AREA 16,602 S.F. OR 45%
PREASSEMBI ED SILT FENCE
TOTAL PERVIOUS AREA 20,398 S.F. OR 55% -•••-• SITE BOUNDARY LINE X49.58 EXISTING SPOT ELEVATION 8 �
- - _ BUILDING SETBACK REQUIREMENTS: CENTER LINE OF ROAD MATCH EX. ELEVATION o�iiiCCC4 6�b _
FRONT = 50 FEET Is, ds
REAR = 50 FEET ------- RIGHT—OF—WAY PROPOSED SPOT ELEVATION ,, r
ANGLE FIRST STAKE - - - -
TOWARD PRENOUSLr , '� - - SIDE = 50 FEET O
wD BALE + -------- EXISTING EDGE OF PAVEMENT 10 10 PARKING SPACES
z'■2'WOOD STAKES WIRE TOGETHER ELEVA71ON i NYLON PARKING: EXISITNG PARKING 6
- BALES BUTTED nGHTLY f f °' ' ' ADDED PARKING SPACES 14 f 2 PER BALE BOUND OR BALES EL ELEVATION - —".J'.ft' SURFACE STORM WATER FLOW
I
r - - STRAWBALE SILT BARRIER EXISTING GRADE - TOTAL PARKING SPACES 20 - - - (TYP) TYPICAL S/W SIDEWALK_ - _
H-C. SPACES 1 _ S
EROSION CONTROL DETAIL HC HANDICAP EROSION CONTROL
SEC11ON 2'(Mw.) DUST CONTROL CONSTRUCTION AREAS WILL BE SPRINKLED FFE FlNISH FLOOR ELEVATION PROPOSED ASPHALT PAVEMENT- i
TO PREVENT DUST PROBLEMS, IF NECESSARY
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