HomeMy WebLinkAboutSDP198000041 Plan - Other (not approved)12
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SYMBOLS
SIGN SEE NOTE I
DATE
PARKING LOT LIGHT ON POLE
(SEE DETAILS ON SU -1)
CONC, CURBING SEE DWG #2.2
FOR DETAILS
3H ARDE E'S
10 9 8 7 6
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NAME I
DATE
REVISI
NOTES:
1. ALL EXISTING STRUCTURES, TREES, SHRUBS, SIGNS,
DEBRIS, ETC, TO B� E REMOVED UNLESS OTHERWISE
SPECIFIED.
,2, SEE DWG:
A) 30E LIGHTING PLAN
B) 28E ELECTRICAL DETAILS
C) 29E ELECTRICAL CIRCUITS
PIZZA D) SU-1 SITE UTILITIES PLAN
H UT E) SG -1 SITE GRADING PLAN
F) L -1 LANDSCAPE PLAN
3, SURVEY DATA, SURVEY DONE 13Y
GLOECI:ER 8 LINCOLN, INC.
-710 EAST HIGH STREET
CHARLO- fTESVILLE, VIRGINIA 229.01
KURT M. GLOEKER 54-17 -3W 1069
4. SIGN REQUIREMENT5- NOT TO EXCEED 100 S,F (Boivi 51DGs)
SET BACK 30' REQUIRED USE: 5 -50 F.I.C. PEDESTAL. SIGN
SEE DRWG,, "48
5. PARKING PCQWREMEN'TS� I95PACE5 FOREACN 1,0005.F,
OF GROSS FLOOR AREA - (°2 5PALE5 REQ'D - C.4 PROVIDED
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-E
-E
-C
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?
C CARROLL 1• IOHNSON
0 NO- 6125 W
°20EES Pt
- YD, REQUIREMENT5_ PI C)T DATA OCG CRGAGVII SITE ARCHITECTURAL H
FRONT- 30 -0 ^ �A PLOT- 40,590 SQ. FT.� CORPORATION PLAN
SIDE _ BLDG.- 4,773TSQ, FT s RTZ9 4 RIO ROAD
paste,
REAR- 30' -0" GARS- Cn4 CHARLOTTESVILLE, VA.
D.. a, 8- -1':20-0
SIDE/CORNER- 30 " -0` GREEN AREA- GPG' xaNS. o-"..
cK. By owx -12- SA-1
12 11
O
O
W,
10 9 8 7 6 5 4 3 2 1
�1 LEGEND
IW E
EXISTING GRADES
Q
---,FINISHED GRADES
doe(. Q2EP. tscwan
-T:11a t1M.. -
PARKING LOT LIGHT ON POLE
(SEE DETAIL ON D14G SU -1)
L� CONCRETE BUMPER
CONC CURB SEE DI'!G #2.2
by
x518.45
%507.95
b�
% Sov 63
1
1
SU6 R
SOIL PNPPARATION SPECIFICATIONS FOR PAVING AND WALES
MATERIAL
GRAVEL
PROCESSED STONE
SLAG
STONE DUST Flu1GMENTS
-
1" Finish
1" Base
�
s. ,
s
6"
Sub -Base
4"
Sub -Base
w�6
Sub -Base
8"
Sub -Base
Sub -Grade
"Y
Sub -Grade
4"
Gradation
X Passing
Sub -Base Sub-Grad.
X Passing
Sub -Base Sub-Grade
X Passing
Sub -Base
X Passing
Sub -Base
Sieve Sizes
(Sq.Opening)
___
^_ ^.___ 1Q2_ ^ ^_
^142 ^ ^ ^ ^ ^ ^_
^ ^____ - -_^
60 -80
_ 100 ^ _ - _ _ _ --
_x
11/2 "_
100 _
100_ _
^_30- 6_0 �_
_ 40 -80
1 /G"
^^ 30_65 ^
_ 20_50 305(L
^_ 5 -20 ____^
^_20 -40
/40
_ ^30_65
-30 5 -30 _
10- 3010 -30
_^ 5 -10 ^ ^_ _
_5 -20_
__5
Application
Subxrade -shall be
placed and compacted
in one layer.
Subgrade- placed and
compacted in one
layer
Subbase -shall be
placed in two (2), 4"
layers with fine
Subbase -came as
"Slag ".
.oaterials worked into
Subbase -shall be
Subbase placed and
voids of larger;-
.
placed and compacted
compa.cted in on¢
piece:. Each layer
in one layer, with
layer. Finer
compacted, using 3
3 ton min. to 10 ton
material: of subbase
ton min. to 10 ton
max.ioller.
shall be worked into
max. roller.
aubgrade.USa =3, lien. min
to 10 ton max. roller.
Applicable to: walks,
Applicable to: seine
Applicable tot same
"Gravel ",
Applicable to: same
"Gravel ".
driveway entrances, 6
as "Gravel ",
as
es
parking lot.
5..1,
/
n RD
10 EQ P.
/ 508.09 ROOM- LEV,, 511.0 ; x '604
0 50 5 NO
FIN45H FLOOR
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x 510.55
.509.75 5.10.0 x5o5,4q
509. 0
V1 Q sov.1�
50(0.00
0 /-k' O 'y805. 03
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1 W508.05
00 09
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6.0 F%
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RIM - -- N -
.501 � � 50683 / 3'R
595 OS
x 501
\50 M so(
-..��
�70�-- ---'-__ __ f �_ —�Q1 •- 498?
501EDGE oF_PAVEMENT DO 999 98 99 6 9)9-
93' - p"
U, 5, ROUTE 29 SEA41NOLE T- WA '
Cj- X504.76 -__K 50".56 - -- x50406 —x5M 46 x499.76 - - x49776 -- -- —x495 4a - x492%---- -
I
PAVING 1. ASPHALT SURFACE SHALL BE PLACED IN TWO LAYERS TO A TOTAL COMPACTED
THICKNESS OF TWO INCHES. COMPOSITION OF MIX SHALL COMPLY WITH
TYPE VI MIX. LEVELING COURSE SHALL BE COMPACTED TO ONE -INCH
THICKNESS. SURFACE COURSE SHALL BE COMPACTED TO ONE-INCE THICKNESS.
ASPHALT TO BE SPREAD WITH SELF - PROPELLED MACHINE SPREADER. TOP
COURSE INSTALLED PERPENDICULAR TO EASE OR TOP COURSE JOINT STAGGERED
WITH BOTTOM COURSE JOINT. SUBGRADE TO BE ROLLED WITH 10 TON ROLLER.
EACH ASPHALT COURSE TO BE ROLLED WITH 3 TON (KENIMUM) TO 10 TON
(MAXIMUM) ROLLER.
2. PARKING LOT STRTPSS ON COMPANYS' PROPERTY: (1) COAT TRAFFIC PAINT
(WHITE).
24 . 2C' G2ATE 1'SU2 FAGS
AFit�H6,1?
OfCa-rr_H 5drUQ MWA`,�
Y51--_ G s / zo rL=v> =t rnt�
� T. OF A5PHAL'7
Q';MC4FSi 03KK_ S'rE WID�11�9 TO 4"
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