HomeMy WebLinkAboutSDP199500002 Plan - Approved Minor Amendment 1997-06-12.
S & LAND USE DATA GENERAL CSNSTRUCTION NOTES DRAT NAGE CALCULATIONS DRAINAGE STRUCTURES SCHEDULE OF LANDSCAPE MATE=RIALS
L),r- C:: ; N0. TYPE L TOP INV NLET KEY COMM"ON NAME SIZE QUANTITY 80TANICAL Nrlh',F
FROM TO [)RAIN. AREA RUNOFF CCE F. INCREMENT ACCUM,. INLET Tlt INTENSITY RUNOFF DI A ENGT! S °-
- -
t0. pOOD ACRES 435 , 600 S. F I WORK SHALL BE SUBJECT TO /r'SPECT/ON BY ALBEMARL E COUNTY SERv /C£ AUTHORITY D 3 B 8 496.50 4 92.50 ` !`7
PROPOSED ZONING HC IN SPEC TORS. THE CONTRACTOR W/L L BE RESPONSIBL E FOR NO 7•/F)'/NG THE PROPER SER V ICE 1 2 0. 2 0 9 0 1 6 G' 16 7. 5 rn i r, . 6 . 3 i n /hr I c r s 12 R C P 13 6 8. 2 8 0'" ,
' ��G�=,/�/-�c4�s�SE ✓/CE AUTHORITY OFFICIALS AT THE START OF WORK 2A 2 !.7 0.8 ! 36, I ,',E 9..`J min 5.6 to/hr 79Cfs 15` 54 6°/c , 2 ul 3B 6 489.50 483.14 �- BRADFORC PEAR cafluer 36 PYRUS �ALLLF'Y+,NA
�_�
P'E-crFo EMPLOYEES 50 • • 2 THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PRC�?SED WORK 2 3 U.06 0. 9 G 54 y 9. 5 mIn 5 8 in /hr 9 2 cfs 15 27 2 °'0 2A UI 36 I8 488.00 4 84 OC �2� S l' G A R MA PL E I!2 capper 12 A E k ACCHAkU Pt
1 VERA GE 3 �,�/6 S. F 9.D /0 ARE NOT NECESSARIL Y SHO WA' ON THE PLA t,'S AND WHERE SHOWN ARE ONLY APPROXIMATELY 3 U I 3A 4 8 1 50 4 7 7 50 �
OVERAGE Zc9._/zli5 S F C.S.Cin CORRECT. THE CONTRACTOR -"4LL ON HIS OWN /N/TIATIVf LOCATE ALL UNDERGROUND 3 4 0.5 0. 9 0 49 2.Ob 9. ` ruin 5.8 In/n, 12.Ccfs 16" 25G 3.2 °/c
//� 3c99 S F ZG.O% LINES AND STRUCTURES AS NECESSARY 4 5 0.7 0. 9 0,C3 2 7 1 9. 5 min 5.8 ,r:/t'r 15. 7 cf. 24" 100 C 5 % 4 F WH I T E PINE ! ca Irpar 64 PINUS ; R_'?E+U .
L I 3A 4 74 00 469 G
ER MYERS 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER n/ hr t 2.7 "• 5 DI 3A 478.30 ti 6 + 3C 4 ; } 8U 4ty LG
5A 5 0.7 0.85 0.6 0 6 6 min 6 7 4.Oc s 12 25_ %o r 0 RED JAPANESE BA<BERRY 12" height 100 BERBERis THUr•aBEkGII
ISX A.-`�• C014'STRUCT/DN SPEC/F/CAT/DNS AS ADOPTED BY THE ALBEMARLE COUNTY SERV/CE o° J � __, 5A D I 3A 485.50 4 8 ! �,0
TER , VIRGINIA 23831 AUTHORITY ON DECEMBER 20, 1984. 15 I"r 0 Q 0 9 0 72 0 72 6 min 6 7 in/h, 4.8 cfs 1211 68 3.16 i 4
748- 6461 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFY/NG "MISS UTILITY " 16 17 0 4 0 9 0.36 0 -'6 6 min 6 7 'n/ hr 2.4 cfs 12" 155 0 1 °/o _, - `� - 6 D! 3B 8 484.00 477.8 0
PROVIDED r 7/ ( I- 800- 552-7001) . 1 7 7 0 I 0 9 0 09 1 2 6 mi n 6 7 in/ hr 8 0 cfs 12 " 118 5. 81 °r' 8 5 7 DI 3B 6 493. 50 488.50
/Z2 g
50 6 THE CONTRACTOR SHALL CHECK ALL DIMENSIONS 4AD CONDI TIONS AT THE JOB S/ TE .AND 1 2 13 1 3 0. 8• 1 0 4 1 0. 6 5 m I n 6 F t o/ hr 6 9 c' s I^" 66 1 5 5 `/'c 8 � ` 6 D I 3 B 8 4 8 4 0 0 4 7 8. 22
380 REPOR T ALL /NCONS/STANC/ES TO THE ENGINEER AND,GOR ARCHITECT, 13 14 0 5 0 9 0 45 14 '3 6. 5 ma n 6. 6 In/ hr 9. 8 c f s 15" 6 6 3 09 °r'° it \ 9 D 1 3A 48 4 0 0 4 7 8 6 7
TO T AL �3/ SPACES 6' 9 'x T.8 ' T LANDSCAPE MATERIALS SHALL BE MAINTAINED IN A HEAL THY CONDITION MATERIALS THAT °, \
14 18 0 3" 0 9 0 27 I. 7E 6 5 in 6. b In, hr II 6 cts 181 186 1 4 /o ti- 5 \ IQ L 3A 483. 5C 4'9 50
DIE SHALL BE REPLACED.
8 SEEDING SPECS. SHALL B£ OUTLINED AS IN THE SOIL EROSION AND SEDIMENTATION 8 I9 0.2 C. 9 G . 18 I c+4 6. 5 m, r, 6 6 in/ hr 12. 8 c f s 1 8" 1 6 5 I 6 °/ z -. s . `� -t. ='O- '=�� ! D I ',A 489. C 0 4 85 0 C
✓c=MEA/T CO ✓E/',9GE Or 282, Z 95 SF _ < < �-: TO 1 ---"-...
CON TROL REPORT. 19 0 4 C. 9 r j ! ° ' .. 12 D I 5 0 2 5 0 5 0 0. 0 6 - - -- --
? 2. 6. 5 min 6 6 in, hr cfs 18 45 it /°
38 S. F X28%) OF �JEt ✓ t�q I/E ✓/E /J :?t .;'"� G�/'9,c'GE"-' -, I '1 - -
y 9. ALL DISTURBED AREAS WILL BE SEEDED TO SPECS OR OTHERWISE STAR/L /ZED IN ACCORDANCE 2 3 6. 5 m , n 6 6 , n / h r cfs 8 " 4 0 6 4 L,G / 1 I
%;/E a-� �i v& �o v yy�,P,t/ EG'GE O✓C ,-,PO✓-E,e7 7 6 0.0 3 0. 9 0. 0 3 4 a,o 2 G ,:• / 3 D I 1 5 0 2 5 0 4 9 8 9 8 ---'
s, F. ��0.+2%) O� t/E�//�/�✓EMEL/TOP9/.0/t/� WITH THE REQUIREMENTS OF THE ALBEMARL£ COUNTY SOIL E OSION AND SEDIMENTATION � `'"�
/GGB,q�IA-1. CONTROL ORDINANCE. NO AREA DISTURBED BY THIS CONSTRUCTION SHALL BE LEFT tl 9 0 7 0.235 0 6 0 6 6 min 6 � in/ hr � 0 cfs 2" 147 4 24°eo c's - � ,," 9'
4 D I I 5 0 2. 5 0 4 9 4 z rtes ,, tt;, t7 auto, 3atvanazaa
UNSTAB/L /ZED FOR A TIME PERIOD GREATER THAN 60 DAYS. 10 9 0 8 0 8 5 0. 6 8 C.6 R 7 m i n 6. 4 i n,' hr 4 . 4 c f s 1 2' 5 2 1 4 °'o 1 5 °, ✓ ,. 1 5 D I 3 B 1 2 5 0 5 G 4 Q 7. 5 0 Attc-weaving,HQrcha -n Cloth --t
E T A /0 A 30 'x 50 ' GRAVEL PAD SHALL 8E MAIN TA1NE0 AT THE ENTRANCE TD THE S/TE DURING THE 9 8 0 6 0. 8 5 0. 5 1 1. 79 7 m i n 6. 4, n/ h r I I. 5 c f; 1 5" 13 3. 5°^o ' 2 `' s ° , \ " 1 6 D I 3 A 5 Q 0 50 4 9 6. 5 0 L- ;
CONSTRUCT/pN PERIOD TO CLEAN MUD AND DEER/S FROM TH£ T1R£S OF DEPARTING VEh/CL ES. ! ,�zT. '
// ALL EXTERIOR LIGHTING SHALL BE DIRECTED SO AS NOT TO DISTURB ADJACENT SITES 8 6 0.1 0.9 0.09 1 88 7 min 6 4 in/hr 12 0 '.fs 18 _^0 r - 12 /' ! r / \ \ 17 DI 3A 500 50 495.35
I") T j� AND STREETS. 6 5 n ;ci; n 9 0 009 4.22 7 min r% h 27.0 cfs ,� '20 4 0 `, { \ ,_ 18 M H 500 50 9 34
++-dd + /"' 12. NO SLOPE SHALL SE GRADED STEEPER THAN 2 1 J 0
1 9 M H 500 5 0 4 g 70
In/ h 46 7 cfs 3E C' , % 52 c fs /; T
( g 0 5 0 u 7. 6 1 7 m, r l \ ES DRAlNAC� _ TRJ° TUR S Tc, B !,v , L L
t3. PAVEMENT SPECS PARKING LOT SA 1'E TD BE AGGR. MAT'L. SIZE 21 OR 214 OOMPAu rfD \ /r✓D. A r F / E "-' " �n
�VER4G E �9 9/a - -- 8 3� 1-0 A DEPTH OF 6 " SURFACED W1 JH 11/2 " OF S- 4 OR S-5 ° 0 E UNE COR' TRUC ; 0 n'
\ I�i'' i T H PH A S `� ' .A
DVENAGE 33.5-30,9 �,� corms -may !4 AREA BETWEEN PHASE ON£ B F1fASE `}4'O BUILD/IvGS TC BE TEAIPORARIL Y PAVED AS O/ n'• P//
fJ 1� J / THE DETElVT/OA POND COA'STRUCTIUJI /S rACLUD_C' /A' l
E /�7 L PART OF PHASE ONE M/h'/G'Urt C'' &ASE PRIME 8 SEAL. 6 7 In/hr 7 8 cfs ! 2" 33 0 / I' - M`= ✓ ;✓." a�`�PD�O�Er'O/-36 PHASE Uh'E -et1 -
900 �_ G �2 3 9 A A 1 9. 1 3 0. 9 1. 1 7 1. 1 , 6 m i n
x �.' \
/e3/ TAX MAF 45 PARCEL /'3 f,,1.1 -, / \. V) 7To,- �//. 5-\ \ \ A A D I 38 12 5 0 I 00 4 9 5 00
> PROVIDED �\
50 PRESTON STALL/•NGS ,, � \ o� /ti %✓ ��/�5 \ ORA1>V'ACE , TRUC'c/irE No !` To 61£ _'&', li''oO,VED
•E/3 T l 0 - / 8 2 �l �\ � /A/ ✓ OU7 / . O \
t > / / / A:/✓D TNF -OF TO BF b':r_ cOP cTrVCTU,`,'F ,GA
O. B. \ C
\\(� v `\, f / / \ -- L-X/5T1NG DRAINAGE STRUCTUk'E NO 7 TCF,
ZONED R - 6 / acv wire moan amou
To 7"�.� � G O .5�,4CE� -
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I � crime around outlet incl, o° pipe an;; aacuru
io pipe ,with gal•✓anlza.:: ats.l ware
NOTES
! All concrete I be Class A3 if cast in place For Precast set,
_L Sheet rM, OZ.
�._ // / ; / / i ,' f / / , / D / - 3 B , TO BE REM O V ED A ND F7EPL A CED I•!''/ T,, an mn .mold, a8 do- Concrete quos ties shown are boated on a 6 piPC.
r- -^-+- - 3�' _ _ _, / ' ' ! % / r,Iwo oa r ani, at out - PLAN if other ;ti: or type of pipe La used quantities are to be
-4'I/T.E.At/.ON1�lti/ -: /,t/L?/C/�72!.O 1B3 n' ,�% - - i ; i /! j" D/ - T TOP, Ch!. T E T !'F'E ! . r 1, ens of pies. adjusted c ordin t
PROPOSED FENCE EXTENSION - -- - u % i /, i / \ /' RUNOFF FROM BEHIND THE SEF'V ICE 6U/L DIA'C AND Cost of wire rrish shield at outfc': grid of pipe is to be included
-� / / i in price bit for pspa.
/-09/ /-9C.�'.E.' A7" 71-X--�-A/O OF /VJyE,e_` O,Q/�/E - s,.' / /l ;, \ ,, i THE FUTURE PARKING AREA TO BE DIREC TED TO
chis item ma'- be precast Or. cast in place.
' t .�'E_ EF V/C'� ,4.Pt"�7 P4,Pe1A1G ��� 7-O <JOO s / L_ � - I i , y - ; / , \
/ STRUCTURE NO. T A,ND STRUCTURE AA'/LL NOT
C> \ 9. 01/ � / ( !I i /5 /5" pC�- BE BUIL T UNTIL SUCH TIME AS THE FUTURE
;� ///
Of1iC/G? T�� Eh'/�T/�1 /G 9GE� CEit/TE E'. �" g /i / \ - __' 1 r if i Ii '' C� /3 3- 9 s V I °
c / 4c eE �d�T/oma/ /s 5'c w/Th' Pk'o ��E P / \ f/ i /J r /� /;
/ _ ER CE PARK/NG / BJIL i` I
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O/ Fir
Stir
t✓vt
To' 1'.i4wntlr
31 t1►')
Relnt'rd St..i U n,,9. 'I
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WtFIh IRogti
tah Slav !Seating
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3'_9• x94 I 6"
10.9951 80 1 0.043 ;
L5' -5d
4'-4"
- 6"
t4" ' 32
4-r tt5 I fr"
11.2401 iib ; 0.053 I
0 - �--1-� REIMOVE EXISTING CUR & +GUTTER
_- �, O � �"� '� r f ;( /.' � � � , `" � , �/{ � { _.-- .- ik puaradttirr .no+n err band on on 8" depth of footing, oda
/ /� [ ! tlI h\ - / / / / ; E)C/-ST Oc��!/l�%GE-Sr✓IT. mcrrmrnt auonttty for •acn additlana! i• of daRtn.
-r-- r'- --,---
-- --1 y6 / / �, - - - - - I I 3/Z / I i1 / INSTALL NEW CG -2 CURB -t- t Keyed Gonstruahan ,Joint .
V !' x;'- { I �, � I All Four Sidra
--,
i l / F 1 I i / !'' /r � E,k: ;VZ,L- - TD/- G,e,f?7 _,5 /O L z Nor al Water , 4c r 3 {
s `• 2\ 1 (/ -k ` ____t % l l/ ' /n,'V OUT •495. - IEXW� f � 2-6}z 2-� r o : itinimum B"', Conxtruct
! / { n
O I I p I Qperung �.}: r 13 Firm Foundation
_ _ a f 1 f { a c K i n 9 \` 1 _ ✓ ,2 ;// ' ' (/ � _ ` ' --,.. j --�
_ �' / / oaf \ _ ( r �� ----- PARKING NO_T FOR PUBL`1 E F
N'I•X OF AL`bh:MA_KL_ k j/ 4 e r f 1 a G\ / �\ L - t ff tr i i i r I \\
J
/,,,rrr \
?2F T OF ENGINE RING /j O G j\ \ / rt \ \ - l i ` r� oPO ' E� / , -- \
UCTION NOBS FOP, SITE PiA2i5
Februa 14, 1989
r I SPECIr=iC.ATICN
T, made hereafter refers to the `L //� / / l \ �� �," ` I l j I @ , ,i/; j i' \ \ \
TAX MAP 45 PARCEL T.O." ,�� f N f i rI !(�t '- , � \ � p I `,�F R�P�4�
Trans ortatio The te_ Ca nt}' ( \ -_-
� JOHN E STE1A' B D£NN/S D SCN,4L'ER /1p t \ l � � \ t jf r. \ \ VIRu;,'VIA:DEP�IRTMEPJT I 105.E
f Albemarle, VirQ,n,ja.
,. \Q 1 f ! 4 .'� t \ � 68 20 4s / T.9 r �'PD/'OSE O/-�lB I \ \ \ \ _ � NI uU eve gran o onlCanRrd loot 240
o a n v s ~ * / l D . B 9 9 6 - 6 4 T o_�� .jl ` / 4 G ` \ \ \ \ \ A 1 80 ' I I - (! / -ti2-' 5 - \ \
r / i Dry 50b'. O / l ( I \
can_ uc_,on wA.nin an. existing �/ J / ZONED C - ! Rhi j f ��/ \ � \ � _ t OB.O L,j f I I � - -
ncluding connection t\an.' exist_. / ( / 0 / _ \ _ -
d construction shall be obtain.- from A\ / ,i % ! , - ", � -_ 'a- - - - - - - -
Ik
/ I 1 �o / I/j 2 •��` ��A � i \ ` �'• �, �.., ` �' o � ,/ ', ,,; ' / I �"""' 14'0 TE ",q A'O T �"DO rlrlr'GS MUST BE Fi ACED ON SOIL 4f'H, lGN HALE A
1°y ,I "F '� u, - -� =�-e f• J' v ( j _ ' `"^ ^� Al'^'IMUM 3FARlA'C CAPACI - Y OF 2000 Ibs!so f/ l F - -
related natcrials and eonstruction l(( / I I l \ �\ jJ ) I}} �p1 \\ ` �.�'�`>, �-1 ��g_�cz,- `t • �/�D O,Cv (s� (o c�T�D/_: _ �' Th/S NEW CURB/NG OBE PLAC�� A, - F , O ✓
to current spec ficaticr;s and standards i 1 \ j t� �� G `r - -�-J �- -v --\ �' i v a9/S I - - j A0 ClL DOES N' Mme£ ,r"E H C t D ->PEC, CA N
T ----f- E C T ,O ( /_ ,C L- nP' 1 Ci ` 4 r- O ' L- C_ h T C
/ �' �.-----� c G 4 T H T S B P A
crwisc noted. f \ \ \ \ I •"'/ a'e` tom\ �� �, T a te_ \ ���,; .n , / I \ \ STRU ' TUO�,N SN O / 7 D,R.�/N /NT ti'CS rU T L C� �. A AC CORNS T H F C t✓C
I I \ ( 1 I ) :' ; i ; �Q\ �' � ` -` R,, . ` r V F�'R®PEI"#TY L E \
central measures shall be prodded in I \
provedrasian control la and stall
��� %1 \ n I \ \
I I 1 \ \ \ I I I o A J�' ., %X f � t -� --- \
any clearing, growing or other I \ / \ \ \ - �% '_� I I I \ \
{� \ \ \ \ \ \ / I \0 \ \ \,// , \ \ � \
i I
ed areas are to be fcrti3lired, seeded / f: \ \ \ \ /' J i �?, r/- /i' \ \ \ `� 0 - I \ \r I ) I \ 1
allowable fi11 or cut Blore is 2: i / � \ \ \ \ \/� 'l ��` i/' `° � o A, \
! 1
\ I
\ ( / 8'1p
noble lesser slo es o: 4 : 1 or better �^� I \ \ / / ( \ \ q 111 /�j/ * to a ^-� �° >1
'� J / / / I / _ -
\ ,I1 o \\ 4 / I ; / \
h 1 ` \ I - __
all have a 2 -inch local iepressian. ,r� / T C X MAF 45 FAR GEL !p 2 I \ / I \ \ ��� \, _� / - - - - - - - - - - - - - - - - - - -
�` J'
/ / //CEOFFE,RY KILMER e1 a/ I I / / / / / ` fill' �� 130.25' \ I ) ( Ii 1 1 � 0 "t E
ditch nay be rem .red wren in the / I , + .� /,
/ / D B 1012 - 455 / / /
I \
of Enginecrzn9, or his desia:,ee, �` s / / / / / / / / / I I I \ �� \ �r/��P /a o f /�,
J ( J I 1 \ TAX 4'4P 45 PARCEL l 08
/ 9
in order to stabilize a drainage � / / ti O14' ED HC , / / / / / / i / / / / / / j% / \ I �, q - � 6 " p / _ o \ \ I /
� J t 1
! ✓ ,/ / i / // / / / / ` I 7 ire aper L«e- �_ �. Exist. Spring \ 2 /% ;1 \ / BUTT eP. a,
ns shall conform with the Vinci^iia
fit Control L>eviees, latest ec;tion. I / / / / / / 1 I ,� Dela✓,/ to \ j ) / ;�'/ 1 / D. B. 427 - 40 6
R H"ARD N D� S
�l I /1 // // / f -- - __,-- - � //// // / ! \\ I � I to . --- / �! (SeeD 5i/` J \iW I I ( // [1 1+>` ) � \ I \ \ ZONED HCn .9t Lr s' P eQ
i / / / / I '. _ j J VDH 6 T SB Medi, red
all canoete pipe sha11 be re,,.=arced / / / / - s / ,/' si / J / / /% /// / / ! / ( i I 1tt ! o`� j - I«- / r4 % 1 f J / i t ` ( /f f j \ I ) \ \ ❑
i
/ / / �' / �, ! /// \1 'e / / I IQU I k A- �Q- r / � p / /, f D t t, �� % / I I I \ � I 1 \ \
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/ / / " / / / I I I I . I I try eu a ' / / / / ' j , / l -It- I, �/ 7 e
rgroun„ pipe ins.allation mus: can 1 I f / / / ,, \ /
r}r 1 / / 1 / I ,,, -,./ ✓ / / _ / / I I �I. III II � /i " �, / I /I EXISTING BUILD/AIG i � P, �-,` ` I� \ I r
/ 1I /. ,- 1 o
( on re p ail
I / i ' / f / l l % / II I I / / �i / / jFF 503. S ; j ,'I �t\. /.
(\ puG Ilep:�ttch
the Construction Indust (29 C I - / / I I \ ) ` , e
/ / I r' /� / / / �/ I /1 1 �I II III / r
SITE BENCHMARK / ` \ \\ \ \ '+ t `\ I • - /1 / / III O/ / r04 \ , t I \ l \
Bottom Bolt Fire Hydrant \ \ \ (f \ / I / - -
/ \ � \ .....-'" \ I l / / cry I �t � / r i / f ! I �;, ...-„ \
E /l / / \ � \ \ f ^I t / / / 1 / i ' C} i rx f r / ou,rl��r�o E ! I \ l \ \
iev. 526.80 I 1 ) \ �� \ i rI / CJ a / r, I ; 1 /` I I
1 ' / f \ \ a� \ I ,' L _ '1 �} i // J l / / // 1�I 'I� j ; t� x / / i / / ' `� t , ,l i \ �' �\
/ \ \ \ \ )/ r ) / // / J / t,y ! ,.\ J Ij; / `" ! / / 1 �' I \ \ I / m - _
,�"/ ! f / / , 1 I �I t A A / / / / i i _1 I \ ( \ \
\ `\ ) r�P� E /E�P�N`�ION/ k PARKING FOR /DISPLAY - I t j!' I j 'j I ; - _ G �"rt Y �� \ ,. 1 \ \ \ I I i -
,�^' ' ` iL / / I r'` / J l l / 1 C. , I / j '. /f f : i o t , I I I I ' , t� /),
7 ) ) ,/ L'" f / 1 / I b c s'.Ora/n.Structure I Gus,'Or, & parking\ �\ i \ ' , / I I I I I \ \
TAX" MA P 45 PARCEL 103 J ) / / / / / / r / ! / / / `l 0 5 I I I h I I I l I \ 1"t r"�'` \ \ tip ,, I I P
I / ✓ / / t , / J l / / / t` Iii' / a j / �' t/0 H6 T 1,¢ d _ C { 1 I t I I I J i \ _ F ,
MELON LAND TRUS T / / riff / J , / h a 1 f A andoned , o Uandreop \ 4 ` `e J L' E RT = /O
/ / / I ! / I / / I ; See y Q_ " w * fr• Cv-ii FnPfCr.Ce t I \
D. B. 6 t /. 3 6 9 // / / / / X / / / / ,t I I J r I ' / / I ) (J r l No Pe A ` .-c � ; (^ I ting (p Pork. v � \ Ute\ - \ � t l ` , I I \ \ I 1
-� / T A•,.r m ,� . 4 .5 PG f7 C E L O .. L >0 .. .- , "
t / r / ' - _ ,.c.nta_v_,' ) Drso.lax Per -kin a. OJ sr lav Parking r �, , I 1 \ I
n \ / / • RIO 29 SELF STORAGE ^ / Y
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I R E O F F I C I A L
A L E E M A R L E C 0 U N T Y
S E-8 V t C E A U T H 0 R 1 T Y
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VIRGINIA HEALTH DEPT.
VIRGINIA DEPT. OF HIGHWAYS
AND TRANSPORTATION
pa,
SITE PLAN AMENDMENT
A PPR 0 V A L
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