HomeMy WebLinkAboutSDP201100079 Plan - Approved Letter of Revision 1 2012-02-29SCALE
1 "=20'
SCALE IN FEET
NEW M.H.-1 3.0' DIA.) JUNCTION BOX
STANDARD TOP AND FLAT WITH SIDEWALK GRADES
492.29
N=5136.0800
E=5000.0000
REMOVE THIS PORTION OF PIPE
AND BACKFILL EXCAVATION WITH
PROPERLY COMPACTED MATERIAL TO
95 % DENSITY AT OPTIMUM MOISTURE CONTENT
ALL NEW SIDEWALK WILL BE 4000PSI CONCRETE.
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482.40
481.56,
480.71
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Lic. No. 005649
GLOECKNER ENGINEERING\SURVEYING INC.
ENGINEERS — SURVEYORS — LAND PLANNERS
508 DALE AVENUE, SUITE A
CHARLOTTESVILLE, VIRGINIA 22903
REMOVE AND REPLACE SIDEWALK
AT NEAREST JOINTS IN ORDERT,
INSTALL STORM SEWER AND BUII
FOOTING AND WALL.
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.486.52 �f+
485.84 �
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/=. 7-� --- INSTALL BIO-FILTER/RAIN GARDEN
PER DETAILS THIS SHEET.
P /YARD DRAIN
x'85.83
- 6.0' PVC ROOF DRAIN LINE TO BIO -FILTER
�, 92 WITH END SECTION AND EC -1 RIP -RAP
X] 88.13
EXISTING WING "A"
FF= ELEV. 488.00
BENCHMARK
E�
48 X 4 X 7.90 / G�
2
T. .R 487 .p X X 4 6'' X 1W.411
4.87,39
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Date_ -7'a /l
I � I I � � [ !� l S S �'��C tS� � ��` %"► �7 To S ��TS 1 � �
FEBRUARY 13, 2012
FEBRUARY 23, 2012
JOB NO. 11-023-00
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