HomeMy WebLinkAboutSDP199500121 Plan - Approved Preliminary Site Plan 1997-05-05t I Ikk♦• . 0'IL IlL �
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION ( HEREAFTER ABBREVIATED V.D.O.T. ),
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.
UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED, MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2: 1. WHERE REASONABLY
OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS
OTHERWISE SHOWN.
6. PAVED OR RIP RAP. LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926 ).
10. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE AND REPORT ALL INCONSISTANCIES TO THE ENGINEER AND/OR ARCHITECT.
11. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
PROPERTIES AND SHIELDED WHERE NECESSARY. LIGHTING SPILLOVER ONTO
PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIALLY OR RURAL AREAS
SHALL NOT EXCEED ONE-HALF' FOOT CANDLE.
I2. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13. LN LIEU OF CONCRETE STORM DRAIN PIPE ADS N-12 CORRUGATED
POLYETHYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING
TYPE PB-I,
WATER AND SEWER GENERAL PLAN NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2, THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL. ON HIS
OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983, AS AMENDED JULY 1, 1989.
A. ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING " MISS UTILITY "
( 1 800 552 7001 ) .
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY,
EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN
ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT.
8, 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE
1/2" THICK THERMA CEL PIPE INSULATION IN 3' X 4' SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
OUNTY SERVICE AUTHORITY. INSULATI
CON TO EXTEND 5' BEYOND
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
CULVERT WHEN PARALLEL.
9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMODATE THESE METERS, METER LIDS
WILL REQUIRE A 1 3/4" HOLE TAPPED INTO THE CENTER OF THE LID.
BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRIOR TO METER INSTALLATION.
10. ALL WATER'AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
11. CERTIFICATION THAT 95 PER CENT COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE
EXACT AREA THAT THE CERTIFICATION APPLIES TO.
12. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
•
January 1_6, _19.96 :_..
Revisions
J
slr-E C.,--; (ftt
s/ �
j u,9 n l L of F/.✓R L -4
�L ✓�LaP�liE 1' PL/►.J /�if/i5� T-u� o
��- Z� 9�
�7
J L
p�.e./�,,.f �,e.✓,peg � ,!
C� nt sfJ Ti �z-�J 'i6 �l/lC/L-
112er/
-/
JD
INSPECTIONS DEPARTMENT FIRE OFFICIAL
SITE DEVELOPMENT PLAN SHOWING.
ZONING DEPARTMENT
PHASE T W®
BERKMAR D IVE RETAIL OFFICE. COMPLEX
ALBEMARLE COUNTY SERVICE AUTHORITY
TAX MAP 45 PARCELS 913 A 1 & 108
MAG
RIOISTERIAI. DISTRICT
F,j ra • I ;TC
I"
,gOwoo
t
EYgE
t
i
V
Bops Ro
Ynuaw
LITTLE
9O CLOV
R
t
ARDW00�'.
\L
G ri n
f
J90
0 WINDSOR
ir BRIG h
oylPf Hildebran
I\
l
1\\
`
.� \ 0
nr�:
q0
/
eArBIGN LA \°�9y,C*
Rivanna Rlver,
Gam
•/1
TARNE
BELL
HAVEN t �•
RIVANWOOD
OR i
FHYr000
RIYARw0a
Pl
W
J
.
ILOCK IDGE
0
"1
RIDGE
r F�r
\
(
�\ 876 6EOPQ'Ofl ,.
,\.
�\
Q•
p R
-� RIV
h" Shop C
E
r
\
-
\\
AR
659
O�p`p`�iy
�lyF9O'rF�r
\
/ \`
IVY CREEK /
¢ N
i_: "
P \7
CAR BR OK
\IX
SHACK
AREA f:
/;
��-
-
2
/L
so Po ���F
"v
_
o �Gio EE TER
MOUNTAIN
_
a;1H%
ZO
A.
o
o Tower
SQUIRREL
epslyh �o a`�
GREENFIE I�
�q/
oy
h tr
SPF. l ( Shop Ctr B°pk �Rio I illIES
P ;..,r°s\�.
gENIJ,-
5t00
ook cT
OD R K'
qK
og�. 854
�P"Goi��r. \ WES
1�_- �099 99rm
qg. \900
MO
\c�
IVY RIDGE '.
RD
PoOGE
W
c 0 �g`l � O
RIDGE ti
RIDGE " o O y!a P�`�
631 (
FOUR .
o�SEASONS
C\rOr q o
�\ �o'io
Urban Area The\�°y
ES (Site)
QO Garden o
4 s7 p°
aD FI DER I
\
1
'�"\s `� 6)
.
ROSLYN E°PEST m lY ,.o�
v Union 9
\rFES1
�t.\ �9 Seminal
F� K09 'E�Y
3jo \�L ln�
o
.q whop Ct V� /
o
y i-••
/ ' $ Chop
BE,tKMAR trra
� °
6E2`
E%qo 0� RAINTREE�
\�F'9F Nnz1� o N
jD! HpP
\'�. \
S,
FIELD
1
\°9
G
IF
RDENCOUR 4I��lB�
o
RD
LYN HEIGHTS�.
F
Ro
I� pp�s o
I Fashi°n °ro
/ Sc
�i
ary Greer
R05LYN
HEIGHTS
O qh
r 4f WOOD ao 4
WOOD
\L o,
�o91r s�'
BERK Y
lCharlo Yille
ho pe S Wb Id
P
Square 63�
Mall r�°C4
hshion Square JAldersyate
Mall V�(4?d Meth 00%P�
�, 9 d� c
oto
o
AINTRE
i
oy
\ mb1
65
Rd Lingd '=r f�l NR1DG `wrwo c
t o �e M{ wYN GCE„
ap SACHEM (4 ,�'o f e=o,
s_:.
EnOG FT
Alhemar ev
HS
nIILnLAG
PK Jy1QE�tF3W�`�
_R�f4�.WrHI%br��?
¢ ptT
��
p
` 6
ss
�Ch
�c�\4S
�oE� 1 J,
DR Q ASH:E A
CT Vim..
�` F.W�V+/D�pN`7Rj'
IALYECir
`i.U�yitf'� ELD
TOr
�yO
r-Holy Cy�� T MA
CI
s
10 `. C��
1RO;F W IF
.� . \
, Comforterr'Y ,
VICINITY MAP SCALE 1' 2,OW
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
WE THE UNDERSIGNED DEVELOPER (S) UNDERSTAND THAT APPROVAL
OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT
NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION.
( VDOT ) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE
COUNTY DOES.NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY
IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF
BUILDING PERMITS AND / OR CERTIFICATES OF OCCUPANCY.
or
�LTN op
Z ARTHUR F. EDWARDS
14208
V
34 jqjy
SITE TOT LS AND LAND USEDATA NOTES
r_
0WNER/DE.VEL0PER OWNER OWNER/DEVELOPER
BERKMAR LAND TRUST WILLIAM W. STEVENSON BERKMAR LAND TRIa$T
c/o CHARLES W. HURT 406 WELLINGTON DRIVE c/o CHARLE8 W. H r,''!'f
P.O. BOX 81417 CHARLOTTESVILLE, VA. 22903 P.O. BOX 814e'
CHARLOTTE8VIILE, VA. 22906 CHARLOTTESVILLE; VA. 22906
PHASE ONE PHASE TWO
TOTAL SITE AREA 1.045 ACRES 45,589 S.F. .-2.391 ACRES 10 41, 15 2 S.F.
TOTAL BUILDING COVERAGE 7.0002.0 S.F. 10% 12.0 S52�S.F. 2 „1�
TOTAL IMPERV-10_118 COVERAGE 9,000 8.F. 10% 65,18S.F. 83"/.
04Y•
TOTAL OPEN SPACE 29,460.4 S.F. 18,,140 S.F. 1710
PRESENT ZONING C-1 ZMA 95-23 C�`I OVERLAY ZOHfING D13TRICT AIA AIRPORT IMPACT AREA. _T
PROPOSED USE ELEMEN-TARY SCHOOL ( PRIVATE SP 96-23 RETAIL/OFFICE C MPLEXR®VED
Ai�sntarle County Engineering &Public v��<�a °e
PARKING SCHEDULE PARKING SCHEDU�
1 SPACE PER 10 CHILDREN E14R'OLLED IN"MAJOR CLASS OR 1 SPACE PER 200 �I.F. NET - OFFICE O Ye: S ����
SzyP - s (z(
H
SHIFT '1 SPACE PER 100 8,F. FIRST 5,000 File:
MAXIMUM NUMBER .OF EMPLOYEES 1 SPACE P.E.R -200 S.F. ABOVE 5,000 - RETAIL
By:.=., i
MAXIMUM NUMBER OF CHILDREN 130 EMPLOYEES - 15
Signature
PARKING REQUIRED 12 SPACES RETAIL_BU-I_L_D_IN-G .fiA,.0.00.-.8.F_. 0R0-88 11,200 S.F. NET -
PLAN PREPAR BY
PARKING PROVIDED 23 SPACES PARKING_RE.Q.U..I.REL) _50.-31 81
BOUNDARY SURVEY BY 0..AMBREY HUFFMAN & ASSOCIATES, LTD. OFFICE.BUILDIN_G 8_,852.8.117. GROSS 5,482 S.F. NET
TOPOGRAPHIC SURVEY BY B. AUBREY HUFF,MAN & ASSOCIATES, LTD, PAR,KI.NA REQUI..RED ;:_.28
PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED TOTAL PARKING REQUIRED o 109
TOTAL PARKING PIROViDED_r 115 PLUS 4 LOADING .SPACESL I H�EY HUFFMAIV AND ASSOCIA
r L)s
fix A
r_11111 J=A1r1nr1=J=Qinsr 1 Anrn Q11PVJ=YIn1r I ANn P1 ANNINI(
RECEIVED
MAY 0 1 1997
I
-
SCHEDULE OF LANDSCAPE
MATERIALS & CANOPY.COMPU
TATIONS
.
``
BOTANICAL �
HEIGHT AT TOTAL HEIGHT
TOTAL WIDTH
AREA OF -
OUANTITY TOTAL AREA
KEY
MIN. CALIPER
COMMON NAME PLANTING IN 10 YEARS
IN 10 YEARS
CANOPY
'"OF CANOPY
,- -`,-I
7 •�
. r'r,
A-CER--SACCHARUM 1
3/4" - 1 4' 2 2.2 ' . -
1.4. 6'
1 6 8 S. F,
5 8 4 0 S.F.
L_-
-SUGAR MAPLE
_ ,
�r-2
PINUS STROBUS
EAST ERN WHITE PINE
_ 4,5' - 2 4.5'
12. 3'
I 19 S,F,
6 7 14 S.F.
(-
_
F'--)
-%
CERC l S _CA NA D E N S I A
I I/4" - 7 ' 2 3 . 7 '
2 2.5
3 9 6 S.F.
1 5 5, 940 S.F.
C
`
EASTERN REDBUD
.
. .
.
�-'� /-AX MA P
CUPRESSOCYPARIS LEY LANDII \ \\\ W/L L /A 45 PARCEL
r 4 � LEYLAND CYPRESS 4.5' 23. 7' 7.8' 47 S.F_ 6 282 S.F. W
. \\ M S TE 9 / `.�- `'\\ \\ . D. B• //22 - 58,
B 5 VENSON
^•� LIRI0DENDRON TULIPIFERA \\\ \\ a UONED: R-6
TUL I P POPLAR I 3/4' 13 ' 38' 28.5' 638 S.F. 2 1,276 S.F. \ . 65,
\\ Yacan/ 1.
1.� r_:) se
\ \\ 11\
n I L EX CO R N U T A -
8 7. 8' 48 S. F. •I4 67 2 S. F. _ 1.
``� \\ \�
B.0 FOR D H 0 L L Y .2 .
.- \ \ \ '
ILEX X ATTENUATA "FOS-TERI" `\, ,. /O _
O FOSTER HOLL Y 2' .1 2, 7. 5' 4 4 S.F. 38 1,672 S.F. --t, 5--- �" �-
v, - 1 ' \\ - /T �" oat' oe
- /
- _
_
\3
1 I,° on ,
__ 5
_ r, _ II `\ \\ \ \\ . - - ° x Ent FAX MAP 45 PARCEL 90
s -
. = I . i I __ QCS J P ed _
\ / - P! B VA ANDERSON
I 1 ' I \ \\ --_ p °`' _ _ CHARL /E GENE
VA I \
lJ' \ \ - D. B. 3 6 8 - 54 8
REMAINED W 0 0 D E D AREA = 2 0 6 2 S. F. _ ,_ ---- _ � �-I ; I I i II \ \ \ -----Pr--- 5 C, O
I. SANITARY`SEWER STRUCTURES 3
0 \\ \ ZONED. R-6
. TOTAL CANOPY AREA = I I, 3 9 6 S.F. \ __ '
,- Q ` Use Vacant
TOTAL CANOPY PROVIDED = 13 458 S.F. I •
KEY TOP INV. IN INV. •. • ; I r \ \\ .. - - •- �-�_ I
. REQUIRED CANOPY COVERAGE= 1.0,4 15 S.F. -_ ,I I v \ .
_ 555 -
_- _ \ -
CG_ 6
A 523.83 812.20 EXISTING -- • I - ,
PAVED PARKING 81 VEHICULAR CIRCULATION AREA 55 440S.F. / \ `, b --�
C 837.0 530.0 / N 42° 47\ /2 ,, E - \`~-_ v _ ,
D 585.5 542.90 5% OR 2 , 7 72 S.F. INTERIOR LANDSCAPING REQU I RED / \ _ - - •\
` - _ 'n
_ ._5.5 % OR 3 , 043 �.F INTERIOR LANDS CAP[ PROVI DED // \ V - _
i` -_ N 4 g ° O 11 /. / \ O3'0/ O /
,,. E
. - . ., � / %
✓✓✓ 4-t - 1 - B/o w° ,- I rj O N, _ - °30 39 .
-- `
. 1 -
-
- _
�/ _
1 \ 1. S a C pt ,
_ _ - e'tb k Line i j8
STORM DRAINAGE I o
3 3 \
GE ST S - -_ _ _
I D NA RUCTURE o 2. \' ).___J ���__� _ - _ -°�I� cc_ �' P/U
. 11 9 `� ._ _1 e o w/ `,_�-_�' ' - �J- _ _ - - - _ .' j 2 cv T. _ _
\ _
NO. PE INV P "c��,� _
TY L TOP . IN INV. OUT - \ ; _ °f _2,5_% �f� �- - -
/o es ~�'
,J
or r
o /V E --
1.\ e
-' - - -
. .-- \ ;
o I V
\. _
1 MH a2a.20 518.0 509.5 EXISTING \ \ \ �'J - 5O Bui/ding Setback Line \\', -" ,
2 DI-38 - \ \
12 a28 1 617.18,a19.4b b17.0 \ \\ .), - -
526.1 78 520 -
3 DI 3A 2.a ago. 88 �\ ` \ \ \\ �� O ;�\ \`\' -- • 't '
y \\ f
4 DI-3A 2.8 530.2 828.18 828.08 - \\ � \\ \ V // I\ ✓ ,4 c, S 3p %.11
9 \ , I ,It I � o--- _ /
a DI-3A 2.b a32.7 - \ \ % / o .�,.v,' O o
52T.1T 627.07 - \ \ \ (-� `-�/ /�X / S f N , o d \� "�;., '� , -\ _
d DI-3A 2.6 63Q.2 629.0 b28.9 ///' - -- `� � \ \ �._J \\ / /� 5 p-=.._.ram 4 \ `� � \\ a 2 � 0
7 DI-38 8 b.8 // 7, s� ' s ' \ \ h .e\ ,� _ _ hh 69 .
a3 530.25 830.0 / O \ moo'' O \ \ Q\ _ c�I
533.1 - / \ �s , 06 - - ---- _
__ \
\ o R \ - :�, �� _ 550
-' 8 DI-3B 12 641.8 533.0 O _- -- - ) \ a •� h �: �.\` T
$ DI-38 8 535.8 531.0 - �%f, \\ o� / v 9 ` ti •` :},. \ P' w
10 DI-7 523.9 517.32 517.26 . coo, ,?" , moo /y V E / �• tb % c� \'�``
I 527.0 517.91 a 1 7. 81 // C- 3� 'ems '` �� ��o `q,. r S h G ONE S :�'� o V) :. ` � \ , _ -
12 DI-7 a3a.T a18.aT a18.47 ,/ \ o o Po, TOR y �; y �, o :� O '.` -
13 D 1- 3 A 2 . a a 4 7.1 // / /' - `\ `\\ �I `r'`._\ `you 'Low , `S\ `� B U / L D / N G .:•;• o � .. V . \ � - \\ 0 , •H
51 8 . 9 a / / / _ - /.;/ � < as' /o \ I I'1.\ M ° r • B O •' �' / c I\ °� 4 : \ \ 0 � ! m
14 DI-3B 18 b41.8 a34.1 �' // `�- �, \ 2s 0 �P --, T \ / d g Heigh h �J 0 y ` 1• `\ h \ �h 6 ti N
/ \ ArQA �� s \- \\ F• F t 3 h q \ i
//// // �y� osP cp �o G~6\\ P �/ \ 55 /, 4 Q h ` \ \ '� P'� _ o
/. . // , •\ \\ \ of �� y Po \ - \ O ,. o. ` - \ N
// "// / . ,y -_ ) Ste` o \ \\\ \\ .-�1 \\ . l Ac 24 ' 'c 1 \ t -
, I 1, I "I \ ,
_ _i/ , \ . I
1�) o) ., , - - -_ 7?
7� ,___,� >.�,_-, ---"\ ----,.N . "I 1-1 'tj 1 �3 1 i I
FAX MAP 45 PARCEL 95 A '//�- // \\e�\ \ ,;:' r`�'`% '\ \\ \ C1 `V \\\\ Z4X \\\ r- 1 _ -- _� - oter rvv r._o t' - --- -v __ N Ory h •� '. !r ..� / -
COUNT Y SCHOOL BOARD OF AL BEMARL E / \ \ \ ='.;� `V / \ \ \ MA/' 4.5 1 4 J \� C O Sew h 4 y� o o b o h ti' ,1 ..r //
,- J , V \ 2 r3.'. ' \ \ \ W/LG` CEL �� � - e r Q 3 . Q N.� ! I ��
AGNOR HURT ELEMENTARY SCHOOL \ �-S \ \ /AW. \ 9/ _ -
�/ ! Q 0' \ 1 \/\ :.,' \ \ \\ \ \ \ \ \\O B 15J9 S' EVE/VSOA( cetera/ � p �� h a - Q �\\ //
D. B. // Z 8 - 6 5 O 1 . e G \ �\ \ \ - 5p ------ - - - o ' o O - - \� / -
ZONED R-6 ,' , ) /, �___ J\'\ ;\ \ \oGV \ 1\ �Q�/(� \ \\ \ \\ P\pN D c� 3 \\ J ��- v.-,- C� - � � -, \ c� �: i \ //
f / �� �' \ \ \ \ s d a'\ \ \ \ \ \ US DAY CqR O : - � � a, 343 I ^1\\S
'//, ' "' �.' ,\r2 Se 'I - P� �o�) \ F �. \ \ \ \ ^ CENTER \ -- ^ p, C 4p F_ ` 3 t _-
,e /
l�'�)` O a F 1
'i'/' i' �' i' ice\ Q \ '., 9, , �\l \ \ \r-3 \ \ \ \ _-.- �•• `1. /\ 3 q! \ I \ i
i ' ' , / _ / L ` A \ \ L \ 'fps 7 \ \ \ .� I F � % / /
\ s / _
\ \ _ _ O
\ 5
11 \ P 1 4
i "i'/'/i' ,' •\\Qi \\ \ I Ql �. \\ \\ \ � �� ,�� pO, \ \\ �\ \ \ \ \ j.im b\ `\ ��_ ��`` ,+� ((� •, I' I \ O X MA
�// , 5 \ Q \9 \ \ �, \ \ \ \ r_ y er N'a \ - - --t• 1 O /' 45 P
'� ' - I 0\ \ \ \ Q \I 1\\ \ \\ 1 \ \\ \ \ \\ 535 \ \\ \ // ,MoX. /y t - _ .... r `�I I /'. ;;• � K'/LL 1,4 /'d yli S ARCEL '9 / B
/ 0 \ \ \ \ \ \ \ T- 4 4.5 _ - 1 I 7 VE
\ \ \
1 / \ 1, ' D S
\I �l - j
. ,�� "� - 2k - - \ \ \ \ \\ \ \\ \ �\ _ .,.\\ \ \ T- 4 5 4 5 _ _ 1 1. Z0 N ED C / 53
\ I \ \ s \ \ \ aI U
,. ,! " \1 -- - b \ \ \ \ \ \ \ \ \ fr ,. '. \ \ \ \ 4 -_ - 26O I 1 / � ° c o ra t
I .1,, - � ----- - \ ` \ ` CG- 2 :' 3 - •(tl l:• 14
- �. \ 47 {
'.' /', \ i i `� `, 1p \ \ 1 \\ 1 1 \ \ \. \ \ \\ `\ \\ -_ CG_2 T_9- - °57'2 -_-- -_ - :'4.3" 0 / �,
\ 1 1 I
1 S W �\
t 5 - - •3/o� �,
' //'' �' � ' ' /�/ ', � � _ `__., •\1` �// �•. `\ i' \ �y �1 1' \\ '� \ /'�\ ;; `� , \ \ 23 S ♦ �--/ 4 O r � „ � I r'. \ I
' ' ' \V I I \ ( 1 \ h' s 4 /5 FFC P/ �J� ,
, / , i ,i f /' ,, / /� /, , \ \ -` \ \ 1 I. 1. \ \ \ / ` \ \ \ 'r /(9 /t , 0.25 ` Pe �. \\ Tree _ 1�' l ��
1 /�
/ - . ' i i ' ,, i - I, r. _. \ I , \ „ \ I Dumps t--P,_- __-.-.. . .. \ / 17n : T _ / :' , �. L
I
i / �' , i / _ 1 I 1 1 - 6 Q R Sc c'r ,o d -- __ 5 2 a \- __' A R ,
• ., , �� =_ r-.< 1 1 1 \ \C P \ reeved 4 - P I D 5 1� I \ T P
, / / \ -- . P _ V I I \ S w/ 7 - „ (, E \ i,. / - _ SEN + p9
� ,• \ \ - \ \ \ o/id High R in•` : - - 1
/ i.I . , . . / i � , \ _-Q ---/ _ - \. \ \ \ \ I \ T2 �"�•i v°L` \.: 60 �a \ r1 r• - PRE ter""" E� -
vc �:
�� � / \ - - \ I \ \ 3 (w y Fence\ 0 cc �,,� I ?P,RCj11
i / \ o - / \� \ \ 1 I I d 25 0 20 . I - - vI a 7J NT /
i , i i , i -_ - . ( -- 5T - / \ I 1 \ /o \ ` C ty - / 3 SE I -
i' / ,�"�'� ,',' : t� \.\ 0- 7'/R\\ \ 1\ t II I i \ \, \ \ \ \\, 1 q,' \\ .� 11 l/ l IT• 13 3 4 1 w pRE
1 1 2wow
/� //�, �'�•�'/!',� .'l �' _` �\\ � � - \ 1 1 \ I 1 \\ O\ Drain E \` - � � �'�. � cv �J¢ \\ •. 1 ( 47 I
/ /, // / /, , ' /' ' i' i! / '. �\ \ \' - --- \ \ \ `�` I 1 1 1 v \ ` \ ° Sip,\ \\ '.,�` y •� .�� \ 1�,• O ( 1 r
/ I! I I i I / I I \ \ a. 0\ I I 1 i7 3 't \\ \ \ \ - __ _ �1 t O t - 4 �/ � /< :•J. I
-1 11
/ f1 1 / \ \ 1 I A I \ o \ \ // - / -_ `\ O .3 -`' v, •' 1\- �,
I 1 1 1 I T � \ .\01 ! r, 11 a t L' I I 4 \ \ 1 c 0 1 I // ..1 4- I \ 1� h` C : ', 'o `\ ``
1 I I ` s •\a \i I I b t I� nI \ 1 1 I 5 O \ / y, Loadin - ` o /'o c 344
t �, f 1 I / (h \ ',� I / I J\ i I rr� 4 1 ^ \C S+ I ) I p I I / q SPo C -� \ e C \ <n t .V •O t �-, / ,� --- \
-7 I I 1 ! / I� h 0 \ V 1 t 1 t I 1 'I / I I\ O I I I ! I /1/� , I 1 �'S /2'X� T ~`\ \ O O C � \ �, % `-1, 1 1\ ` / / i�� 1\ \
1 I I I I 1 \ \ I I I I i i 1 i 1 1 \\; I I 25 �/ � m\ e • .• e c I. \ }' i' ---- \\
I I / \ \ \\ hn 1 I 1 \ I 1 1 \ \ ' ` \ �1. I i' P. % \ Q, > lV \ \ \ �� h ^ \ \ \ r;" , / // , \ \ \ \ \ I
(n , I 9 of \ 1 I I \ I Q 1 \ 1 0 � 1 / � ' , - _ ) 2 5 ` > ^� - ., O �� ." ,' \ \ ° `. \ l l I / \ \ \ I
I r+ 1 �- r 1 1 1 I I 1 I l 9 \ \ I ► I /1 3 / / / - _ o '� .. \ \ \ / / / - \ 1 f µ,
I' ? ! i' \� I 1 1 1 �\ ` \ t I / `� - \ j� h ..C'Q;_. \ \ .Z• I I 1 �i I I I
I ! I 1 I I 1 1 1 1 /4 / �' 3
�I i 0 0\ \ { T 11 2 Q 11 \\ \ z / ' 2 �.,` \ \ \ t� N �c \ VI \ , \ \ h \ \ \ \ Il I . I / // 1 / `
+� \ 1 1 1 \ q O / / / V. cb ) I 11
i !!! I f 1 l 1 C\ \ s \ 1 1 2 I' / - �4 O \ \ I ! I / t ]71
I I, I, 1 I I l� 1� l I l I I I I I 11 \\ \ I 11 I I N E t � 0 1 II 1\ \\ \ "o -k I i %�'' // �- O' \ o O -►►.- B "D \ \\ \ 1 I I /// �� // / /111
1 r �1I / v l l I 1 1 ► I ! I / i \ h \ \ 1\ 1 I I t \ S I /R y / \ \\ \\ \ iD v, / // I \ \ / \ I 1 I / /�/
I I i I I r i I 1 1 I I I I r I� \2 \ 0• \\ \ I I 1 1 M �X B 1 \ D/ \N G\ \ I I / O \ N \ �' = g 1
1- 1 I 1 - 0 1 1 1 /d 1 \ \ 1 1 / ..�: \\ 1 \ P/u \ I I f /
1 / \ 1 1 � • // \ \ a \ / . � \ \ \ \ Wotei e \ i I I / / /
! rI 11. I / I I I I 1 1 \ \ i 1 I F F f' 9 h O 1 1 I pN _ /\ \ \ r/ \ \ / \ 1 I I / / /
I I l I 1 I 1 I / /� 0 0 \ \ \ ` I �/1 1 1 1 / 1 \ `� / / I C G _ h \ \ :. 1 r\ \ / / / /
! I I I ! j 1% \ O O\ h �\ L/ n \ I I I / /
\ 1 \1 1 15 3 \�5 \ \\ \� EST / I _ `�- �\ \ \ o h : / \ I i I I / / / / / / /
I I .I 1 I I /
\\� \ \ \ 1 --\ I \ \ L .' - C I I I / / /
I I I I , Q \ \ \ 1 I 1 1 \ 1 \ Q . \. \ cb \\ \ \ 11 \O 11 I OR/ BU/L D/ \ // ` o h \T- / \\ '�`\ \ \ I I I I / / / // / I !
I ,. I: I I I 1 1 I l // N't � T-3 \ \ I 1 _I I 1 I 1 1 l 1 u ` \ I l / NG I / - �� \�`\ \ \ '. , \ h \ h \ `\ `\ I I I 1 I / / / / / f I
r I 1 / \ o f \ 1 `
i r ! i I I 1 1 / \ ,pl 1 \ 1 1 {% \ ° X . / I / ' `•`': \ ` ' f I I I 1 1 I I 1 ! 1 / \ \ \ 1 b \ 1 \ 1 1 \ \ 1 \ \ \ \ \ \ \ h/ : 1 / 1 % Q \ ,. `` - I / I
1 j I i I l // , - - Q g•\ 1 \ \ \ 1 1 II 1 I 1 II I \ I `t\� \ ` \\ \\ F F� 5 I ye/ I / // p N - S T \\ \ nl t \ ry \ \ \\ O^ / \ �1 i / / + I I
, I 1 -
! �, 5 \ P\ \ \ I' 1 \ I .\ \ \ \ \ O _ / ORy �B \ o o O O \ / - -`/ /
I I I i I I- \ 1 \ \ \ \ \ \ \ is / - �/�L D \ \ \ \ r I / t
! 1 I 1 I I // /i 1 1 \ I 1 \ \ O / / _ - M /dg H ;^5 //y o �o � � �40 � - V \ O \\ ! ! / ,,) j ! ��1/ / / I \\ \� `
I I I 1 / \ \ 1 \ 1 1 \ \ O \ \ \ \ I / x, g v G \ , \
I I , 1 / I / \ h \ \ ' \ \ \ 1 \ \ \ \ o \ \ \ \ \ / / / - \ - I \
\ \ \ \ \ 1 \ \ \ \ \ / , _ - / _
1
I I ! I I I / 0 t 1 \ \ /'�
I' I 1 I I I I / 6 P 1 I \ \ \ \ \ \ \ / F, F 1 \ 3 \ \ `) Q q, n \ \ \ \ \ \ I / i l / \ I
1 / / \ \ \ \ 1 1 1 \ \ \ - \ \V. N \ \ \ O \ \../ / / / 5 7, \. �'% •1 h o V �J \ I i /
I 1 I 1 1 1 / 1 1 \ \ \ \\ \ \\ \ \ 1 I \ tV\ \ \ \ \ \ \ i' I // / / l \ \ �, QI 041 !\ C rh \ i ' / \
I 1 / / \ . '\ \ \ \ \ 1 1 , l 1 \ \ \ \ \ \ \ \ \ \ / / / Co V. q I. h \ \ I / \ -` \
// lr Il / I I 11 '+ III I 1/ I 1 I l // �/ 0 \ \ \ '., \ \ \ \ \ (� \ 9 \I, 1\ \\ \\ \\ \ \\ \\ \\ \\ \\\ \-_-���'/�, /, _ �\\` \Itr� 0 1 q I O11
' : \\\ \\ \\ \ 1 I _' // / \\ \\
/ / / ! I / 1 2 c. \ \ \.J • I 5 1 1 v \ \ \ \ \ \ --- ' - - �� 4 q) i OI \ \1;3 I Q '� - \ \ - 1 ( 1 I // / \ \ \ \ \1
I l I / / /l I / I I / 1l l �l I 1 1 1 (� \\ .Y :� t.• •\ �t. \ \ \ ,\ \ 1 \\ \ \ \ \ _-- _ _ -1 � �_ Q h J I -, \' G� - \ 1 I I II I -__/ / \ _ `\ \
\ ------ - QI I- \\
lI l f I 1 I 1 !I T- 2 \1) I\ \ \ `'-'r' 1~'' Sr ;� :: a. 1 11 1\ \ \ \ . \ \\ l b / .\ 1 \ \
I 1 , I 1 \ \ ;c \ 1 \ \ -_ I - _ _ :1:,% t -- •I I I I /
, l ,r + //1
1 / ( ! 1 l - _ I T �\ \ \ \ \ \ \ \ 00,G-/2, ;r •.\ \ C \ \ - -- - -_ ` \\ ry\ t ! ��/ �`- \ 1 i I I^\\` ,
/ I , j Tr2 --/ \ , \ \ \ I ,\' 1 i. i+., •I., .�, I+`"; ;: , ,;\.., \ �_ _ \\ ! 00 •\- 1 ��- \�•II l J .
/ / I . - - -- - _ \ \ \\ \ \ I\ 1\ \ .. _J.. i V a,. �� - - _ \ \ CI ` / "I \ T-/ / �/ 0- O \ \ II I 1 FAX VV
/ / / I 6/ .✓ - - \ \ \ 1 \ \ \ ;'!;Y'' .�•;• ,, \ \ O ', V I I X MAP 45 PARCEL /09C \
1 :f / o \
/ I / v2h �` 1 - _ 5 'R `\ \ \\ \\ \ \ \ 1 \ \ w i. ;` J�` �N.' \ �W / 2 5 �- \C� / " 3 r \ I I 1 1
/ f I r l I h `) -�' -' \ \ \ \ \ \ \ \ I \\ 1 _0 5' Si �e - 1. V\ ;x Q�-� \ l+ °� i f o q, _ - \ I I 1 G / L RAY L L C. \\\
/ / / I \ 1 1 \ \ `J \ Q \ w ° /k \ `J \ o O - �- `` �\ 1\ • I I I I D. B . / - \
I / / + I T-2/ l I 4./, \ \ \ / l I \ t \\ 1 \\ \ \ \ \ I \ Wi M \ \ I - - \ -�: \ \ I y ,i �/v /� - -, \ \ \ I I I I 559 P. 50 53
/ 1 /' / I I I _ N --' \ I / , \ 1 \ \ I \ 1 1 I (� °' \ \ _ _ ^ ' � '�iL'` s: \ f. t // ��/ , , �A .\ _ _ �1� \\ \ 1 I I I 1 1 1 I - \ j \
/ 1 / ` "� \ / \ - .. I• q, / - \ 1 ZONED C /
I / l l 1 I I ` - / - \\ / 1 \ \ 1 \ 1 ' 1 \ J \ I - --_ �\. 1. -4 I / ' / ---.. \ 1 \ \\ 1 I 1 I 1 1 \ I \ /
/ / ( I/ t I a+ _ - - / / /' \ \ \ I 1 1 1 \ C \ W \ \ \ - _ _ :.� \ ;i' 1 \ I •V ,. - - _ \ \ 1 \ V' ,'� t I 1 \ ,1 / I
r I I - _ �J --- -_ / / I 1 1 a c� \ -- __ :y:• \ :4.- ; / - t Use Office / / l
I (� / I I \ \ \\ -�_ % - _ - / , / \ 1 t 1 I\ Univer s i 1- \ ? - _ �.G--- ,_ \ \ J 1 / / �a `� _- \ \ \ i t \ \ 1 \ �� ,' /
_ 1 / ! I I _ J0 - - _ --__ �___�/ � 1 1 I I 1 t I a.%1 �c \ \ 35 S-72'�<� �s:: Q, __-. - \ \ \\\ 1 1 1 \ \ / /
i, - I \ -- � _ _ �� �> \\ 1 1 I I �, 0 I \ 1 lZ "t \ \ \ - Pace s I ,.-1��.�•'` 20'Oraij �h / / ��- --- •\ \\\\\\ \\ I, 1 ` 1 \ \ ` ,' /� �' /
I I I I l� O -a - _ _ -5 R 'l -I- - l/ // - \ 1 1 I I ;'% I 1 ( l- I uj t-1 \ \ �\ \ Y:.::: I 7. Ease. .� / / / \\\ \\\ t I 1 ,• 1 1 \ / /
\ \ _ _ rl' SCR / /� �` 1 1 1 I I ! I I va\W Z1 \ \ f _ --- - I I l l l Ihl l ! _- \\\\\\\\ 1 \ , \ 1 1 \\ 1� ., •^-•t. , //
\ \ \ - -_ `' �_ _�`-11 I/ / \� /. , / G1 O 1 ! �I� W 1 \, \ � I - \ I I t h/g"f�0/ I\ 1 7 \ \ \ \\\\ 1 '� t I •, •//'
I \ o �� E i_ 7 - / \ 30 I 1 'v I a cn \ \ \ �.1 ,1. ye/y/e I I I I --- \\ \\\\\ 1 I \ - _�- _� /,
I' 1 \ \T_ 2 \\\ �• --ilL.�� frQ/lC�, _ J ,/ ,-- _ I Bui/ d /n y I 11 W 1 \ �\ I / 1 �( / / C / ) I L; 9 \ \ I\ \\ 1 �� ( � \ --- _Cr�J5_ _ --------------- i/•
Ex ist.lMH - \ - _ 5 __ --- - --- - - -„ % I I 11 I I ne � q,Y,, _N / t / / •r 6 yeth / ;g,. \ \\ \\\` \ \ v1 ------ _ _ '--- - -------------------- �,
! \\ 26 �_ _ __ _ I (Tree Line I '3 % / ! o- ' /%32 I I ! I /. ylorrPi �\\\\\ \\I\\ \ - -
1 4 \ \ \ _
/n�. 5 7. 58 - \ T \\ oo Ex-ist-MH _ /9 P, Coif- 6 Sp a c e s g'x , , I 1 4.5"? ( I t; l , 1 // �, 3l - p 5 e1P1Pe / 5 R � / I I I i l: 3 @ /:7 \\\\ \\\\\\\\\ \\ \ . `'--- .-- - -,_ ------------- - -
I �,' -Exist. 8"San.Sewer \ 2 \ i l / / -r- /- Q6 - - ---Ln�=�_tl2 2 Pe. /5q� I/g�L/yP. I 1 ' ' ,' - q, o F It /Universes/ / /',� ,/ I / t Exisf �cd `'ram 1�t11\\\\\\\ \ \\\ - '--------- - O,, '----------------------
Tom. �- _6 LFG__- A - - --2 Q - 2•790 / / I I I \ - -O�� _ I n G° D� /' / / 1 ? \\ i I I I 1 I I \ • ge ofPclven 1 1 t \ 1\ \\ \ \ ------------- _ ------------------
\
�� \ --- - - --- Q /o I 4 20 Son. S _ - - - ent t"t 1 1 \\ \ \ --- - - -----------------
7 - / I - wer as 9 \ h I / I �1 \ -
\- - _ `,d B°59'49 " _ \0 !�_ /252:=r- -- ---------- _\ / / / I I I \ \ 10 PVC \ on \ - e - E I of f ¢'I I:/ % ! I I W \, I RS°den I TI 1 / \ rill\, C\\�\\\\\\---`_---_------------------ ' _- �8a18r--, _- ----------------- S
. --_- __-_ - o - =gg 4-A_ -Q - / C I \ Sewar _ 4.5 R 20 18 OI / I I i I \ \ "'�.. \B 1 I I I I \\\ ' ,\\\\\\I \�- - - - -------------------of-25 %_or 9 ------ -----"
Side a / k , �. O - Exist_Guordrdi/ to be r oved - 96.6 _ '� G -2 / / ,> \\ 356� /.05° - - I / '!-• a 1. '�\ \\ \ \ I I I 1 1 I• `\ �\\\\\ \\\\\` --- ---0-w/-slopes - --_ _ f - --- _--- _----
Ex isl. w _ / - g pE \ - _ - \ j I 1 I: „ \ , \•,\ \ \ \\ - are - ---- _- r� 4 - - .- ----• - -
�� - _ 37 5 T-s �\ Corr. p�Pe --- -/ O Sp ° e I,- \\ I \ I I , 1 I• 8 PVC Sa)),� \� . \\\\ \ I ---------------------- -_--`�-_- _ _ ---- J -----
Exist. D/ CG-12 CG-// Entrance _ 9 \ _ ~i 9g' s -V 5 I \I I \ \ \1 \'. \, 4,5,0 �, , \ /25@ 3.84%� \ \\ \--------------------`_____ __- -- _ ---------------__
- 1 CG -12 4 _---__ -IrO r_s /, 9 ''--� I \ \ \ \ \; R 3• / / % ✓• 5'ewer `- \\ \ \ \ \ \ ---------------- ___---- _ -------------
I Ex �1 Exist. 5" _ \ 8 2O 5g ,^_� __ (_\ - _ - __ - \ \ \ \ .\ \ \. Bend R, / . / a r� \�\ �UA--_-_-_-_-_-_-_-_-_-_-
----- _ --- _ - _- __---
ist. guardrail isto?E& ve RCP I W f` T-3 -mot. l \ /O \ \' \� "' "i // / ,�' ~� ------- -- - --'- ------------ _
I �� d Note \ - _ - Exi-s7-f3F _ Ea I SPa c e \ \ \ \ \ '\ i J� 1 \` - - ---_- - - - ---- --- -- _ --
To Rio Road . fo//o w/ng coMletion of the fto?nr�ewer Bo/h - - - -_---------_ - - _ _ _ - �- t`nlr \ --\ a1n. se I 1 s \ :\ \ v., , , r- \' _� �-
�� �'' /nstallotionabocR ill of t Of 350 °races Have In ' xcess I/ _ - ist.j /5_ _to be obond�.n-- / / I I \ \ \, I \ "� � �. - 4/ p ' ' "' •�V) `: ` - --_ -,-
, � 55 to
en%�Qnd O�` Sight . I _ :1 r \ \ \ \: \ o`� S 4 g o 2, \ /
. \'Right on ce /.o jTh / p ' �' t� / \ \ \ \ O p6 „ t ------
Q e 5 _
_ L. �O \ M P 5 / - -
W n P _ x \� - _-_ -
r� oodbr ok Drive `\ Berf,r�a % g o - _ --
_ ^ - - I -->_. \11 r Alive /I //Se/back kin Eris. pt S 4B / Sg s/. /p /,yyL. 60 ' \�, i' - `{ O _ jF� 9_�/�'��'/I/' '/ \� c�`�+::: _
I I - - CO \ \ 11 / // / / / / \ EX % S t • S. = I-- c, .. (\� S�� e s- / %' - � - - \ ` / / E x i s / • S I d e a \ \
c,� \ / , I ideN, �' 1 -- -- V eeve �, of .. __
I I / / d 1
^ , \ -- - i
/ ./ / // / \ _ -- - \\ „ waterline, 1
I
` E / / , \ _ 30
'' � R ' / / /
\ Exisf• \
. k) /Y/ 4
� // / / /
/ /11 S I T E 8 E- N / Cl -----_ _� \
L! / R 1 /
/ / ��� rAP of Fire Hydr //� `n' I\ \
/ / \ � \
E' EIe v. 538 43 °°t v o aced
APprox. Location Back � 6 O � / , _ R R U 3
/ w % / SGS Datum Entrance To Sho "'- / m ,�
PPin
C-v-n-ter--------�'... ... s' � � � �` T o y i l I o n N e/ g h t s _�-�"
. .. /4 �- ,11b - .
. E R ^ - N
O7 ..-�� o � in i.
- Ex i s - - o -CIO R/ W Mar
'' f, 3 o If sy o ... U / E \ _
fete l in e .. 4
O< 3 ,
�� w ---------------- - ��
. A'ar9in
. A / /•1 _ '
January 'fi, 1996
R e v I a I o n 9
J-D
Sire /ztr,c«/ (-_,//er co,M^,!. Y-j
.o f Z - /
z-/z-96
.1,P
•Sci.4,a,?,9� oG i//Asd wo
,--1 r_ S,r 1VL -A T..T /A
//-Z/-9
✓./i
C-.. - e.... t-1 . 10 /Z- ZJ - 9� /f/fte
-9
J1i
✓170T co-- Zt +-5 . f /Z-.i - G f//!�
,3/-4
7 �/-%
2, .✓r f. r0.._4_�f,7*t '1-_Zh_h1_1,
-3E)1
S H E E T 2 OF 5
T E' � H /4 S EE S i 14 R E /V O T'
r EN D ED TO SE ;•SEAL' EN T/A L.:
5' - 0" w a l k Top of finished
Class A 3 - paving slope
It slope , 1/4"per f t. 21., 2" R
Concrete .•f
\\.. - .., (D )
\`+'•,
\�\ \ilk = M
. f'`: .
ti
� l`,
Compacted f i 11 or .�
undisturbed earth -:Pft g"
T Y P I CA'L SECTION
PA RK IN G �_0 T S ! D E W A LK
zq
.
r730 0.. > . I
0o X_"'o Dl(�-( JY1606 \\
6�KS ---
. Z,v R S 2-- -
PLAN PREPARED BY':
B. AU8R1EY HuFFMAN & ASSOCIATES, LTD.
CIVIL EN11INERRIMI - LAND SURVEYING -LAND PLANNING W O O D BROOK con t Q u f % n t e f y Q / = / I
CHARL07TESVItI , VIRGINIA
D R I V E
. f 75' RI W )
..e -