HomeMy WebLinkAboutSDP201100024 Plan - Approved 2011-04-19SOCA FIELDHOUSE
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BELVEDERE CIVIC CORE
FINAL SITE PLAN
lI April 2011
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01 COVER SHEET
s _ STING DATA PROJ ' IS
e _STING CO AND PLAN
1h SE EROSION 01 B SEDIMENT CONTROL 11.
PLAN
eet OS EROSION &SEDIMENT CONTROL DETAILS
et IM LAYOUT, GRADING & HTILITIES PUN
ee10] STORMWATER MANAGEMENT PUN AND D—IS
sheetW LANDSCAPE PLAN
IT-09 LIGHTING& PHOTOMETRIC PUN AND DETAILS
sheet 10 LANDSCAPE DETAILS
tt PROFILE AND DETAILS
1nea1 12 ATE DETAILS
McKEECARSON
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ALBEMARLE COUNTY, VIRGINIA
SURVEY RI-SM
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its Data
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Standards and Specifications International Fire Code(IFC) Notes ux.xER.R�
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Plumbing Fbdure Count and ITE Trip Generation Numbers
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ax Area for All Uses of Proposed Site
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General Demolibon Notes - — — — — —
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General Construction Notes for Erosion and Sediment Control Plans McKEECAR$ON
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yTEMPORARVDIVERSION DIKE .,
LIMING REQUIREMENT
o „, „„ FE RI7L R ERS
SITE SPECIFIC SEEDING MD[ rURES (I 75= LBS/ACRE
1 S�LTFENCE nMTII RESUPPORII �jI LTFEN CEDR OPIINLET�PROTECTION . �Rm ANENTsEEDINGSPEwf J IP1 .� CATIONS
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aved construction entrance for erosion control pleas -
STONE
CONSTRUCTION
ACCESS 3” SM ASPHALT TOP
COURSE
29. yy , EXISTING
PAVEMENT
6” MIN. 21A AGGREGATE BASE
PROFILE
STONE 70' MIN.
CONSTRUCTION ASPHALT P
2— L
29 A l 2% PAVEMENT
EXI S T ING
.;Jfl L 12' MIN." PA PAVEMENT
!2R
*MUST EXTEND FULL WIDTH `POSITIVE DRAINAGE
OF INGRESS AND EGRESS 70 SEDIMENT
OPERATION TRAPPING DEVICE
PLAN
� MIN. T o S EE E NAINAGE
TO SEDIMENT
�$ TRA PPING D EVICE
FILTER CLOTH
SECTION A —A
A matimLmn water tap of 1 huh mist be installed with a 1aiNmm 1 inch balk, k
slnooff valve sTgnptying a wash hose wdh a diameter of 1.5 inches for adegnu to
constant Pressure. Wash water must be caned away fiom the enhance to am
approved settling area tore i—e sediment. Alt sedlinuend shall be prevented h
entering storm drains, ditches or watercourses.
PAVED WASH RACK
NO SCALE
BLOCK & GRAVEL CURB INLET
SEDIMENT FILTER
CURB INLET
WIRE SCREEN CONCREM BLOCK
NI-EL FILLER
RUN WER
SEOIMENi TN FILTERED WATER
n
SEDIMENT I III
WIRE SCREEN / �^
Y % p WOOD STUD CURB INLET
SPECIAL APPLICATION
THLS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
Source: Va. DSWC
Plate 3.07 -8
n PAVEDCONSTRUCTION ENTRANCE
U „aU RAMELCURB INLET SEDIMENT FILTER
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- General Sanitary Sewer and Water Main Notes
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POST - DEVELOPMENT CONUTIO
(j)n TANK SCHEMATIC DIMENSIONS —
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Stormwater Narrative:
Additional Stormwater Measures
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General Landscape Notes
T"
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MEKEECARSON
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