HomeMy WebLinkAbout028-96 Stonewall Mini-Storage - Gainesboro - Backfile_sa.:✓s3,aa. .- :_-:-.es.:vs .:,-;: - _ - -. ...ate ._ .. .,: ,-:,r-y.;.t.,tr=..:..<--,.•,•,:.-..:,. =;;r.-:!s-.;:,,. ...--..e....++e::-'-e. .
Poles
i
` . C)
eX15h r-i %yPl%A
Gi \
fir? ^vim ra.rtt TYPICAL, l•l �!'..� �Z � `.✓ ' 7j H
pg��/ _ ` /� i Sanitary manhole
Nq
L
a D�opcsed i„1G j� Ni� p to �✓ \ '�' Top ios.5o
L? L1r,S7. RT F- 73Z
m Jyme,n vt5 �t Inv. l,99.3o
is t'ate ° of ?Q , -, J` -►oho 40, --
- - -0 -
�-
-
�p� � _�____-_ --_ bolo---n° -•' io
5ani+ar
Tp Z
o=o'1.83 �cR-------- - 1\0
Z O 2. l
qt 1nv_ 1 Double roW G' trail j.
Wd +e Pines c /
/
� / N
C
v3
�J PROPOSED
1
j ADVIT10tJ
REVISION I
AREAS
b7 a)
a) 4}
Iw)
,o-[, z.o �I
�- --- extsti -
rre- V lrm
( (, 04.' to proposed
:)LA-i Id i ns)
FN
anroxima e o(.atior% 3a-
tin :•
1
N4010 ' 2>3"
U-) 330. So'
ov
^off
RE V (SI OW MOTES - o4a' 14tDG 01I171g7
-- ----
-1`o SCC
Revised �rtoposec{ contours shown Ihus '- -"- "---
Zc011C-1
IV - �l
Revised FAR, 1'r Z4,0/ 1 H j;5l3 = O_ t s6 _
_
S�orrvAu.1a+er- Runoff rt'a•bu1a+ior1 I
� }�
�1%v '0a I.� 0 �V,
r
E'V.sAA 1 2 YEAR STORM -'
RF_D RE
L
7- i�G qp 7,
�
Pre - cor S�'ruc.-t i o n = 0.30 Ac. X 0.2 X 4.1
post - �nstructioh : 0•3o Ac, X 0,?) X 4-.I = 1. t l Q
RUw%c) IAcrease = 0.8& Q
10 YEAR - Post cons-(-_ = (-'.30 Ac, X O.g X 5.5 = I-40�) Q
SAC S VtyMa�
)a'
EX 15 TI NG PAVEMENT V 0 o r 5 kd : C G- c
\ II
� 3j "
O
40
'S _ o f' rune r.A
C.R. TYPE 2/-8 BA5E 57-ONF
� X
o p exist t n
f fire, hydrant"
guy Pole_ (Z(41 fo propose,
pos
ko�c& bw1did
°- n9
J
Corra fed Pipe Tabulation
P' ul ti � oa b a o
Cb
i1Qca.r �f orml
we,+cr valves Size Reou..ire.d Q Pipe Q Outlet
I on ••
i _ VET OG1 V fps
-1 !_, 42" x Z9" C.M.P. 3o- 2 3o.8 4.35
ISO Lenoir-, Dr-.` 'e
� <<�cVie, s-#e,r, \j r^_ '`t'tia 22(.03
2. G��eic�� Valle':tuirl ,,;Is; -ems ,;
C.ornmerc(-_ ienue
7--0-~: 1, Virr-n22V5a
3. dame. oe.�F
4. T1kis land is shown on -tax map 4.,;;
- I -
5. Zone M- i '( l Z
t industrial;.sua.cefood,&
srvice. e4utipment, ee� r--
'sr4gero. This is not a unjiary curve-," 56undarl� :r.frarrnai'ic-m-taieen from
Flat of survey by H. 5ruce_ E. -n5 , c . tr. s. 4 a.+t A Mareh. , 1,10,5 and
attaohed here,�v.
1. Proposed buildi�;r details shown on archi+et ura.1 --'anger.
8. Contour inte^val is one, foal on aesumed cia'ruur%I
q. All proposed construet'ion to be in w;th the-, ninirnum
re.guiremGnty and sfeGifications of Frederic_,' r Q ,ty, Virajnia and the-
FrederiGV. GOunty Sanitation Authori�y.
to. All erosion and sediment control measures frown hcreor► will be
cons%ructGd and maintained in ace.ordcrnce, w►th the:-Vqutrernen+5,
spec:t�ication4, and de,tails o� -the FrecleriGK. �ounfii� '� irD�;nin erosion
and sediment control ordinance, and handbooV_
11. It shall be, the respons1b11+ of the cvntraei'or to determine, the -
true, location and depths o all existir,5 4ili}ies C,whethei- oe no}
Shown hereon prior tb any excava�ion or cons}ruet►on.
a VroQosed but din In I is 8.5 �eGt.
13. An� required la dsca,Pht n9 shall be in accordance_ w:'',� the FrGderic_lL
County Zonirij Or'dinanGG
14. rota( acreny : 2. 5(, Ac-reS.
15. Onc, partCtng SpaGG required per employee_ for warehouse and wholeGotc-
area . s facers rec�uirrd = -1 . one- pat"ILir i s poce. requ i red Per 26o 4i of
office. space : spaces reluired, I ) one space rc-guired per 5000 4 of sei-F storage:
spaces required - 2_ To+al spaces required = 18 ; spaces provided - 28 .
1�. HarndicaP ?arl:!in9 shown thus . Q .
1-1. f5u►ldin area . Mini warekouses : 1316c3. A = t5so 4 Bldg. g = Woo 42, Bldc1. C = 12-T5
Total a�ecl =
ta. Location of water and sewer taps to be phriaally rnarl4ed on sire and
vertfted by a Frederic-4 Count sanitation Authority representative.. Taf-'
are to be. mc6e- by the, FredericV_ Count Sanitation Authorifi\j.
19. Developer Sha.tl provide emergency vehicle- ct,ccess during construct -ion.
7-0. 5ar1+ary Sevier a.nd wafer line connectioT15 .shall have, a 316
minirnu-m cep+h of cover if exist'i?iq main lirie3 pe,-mit.
21. Vehicle trip ra.fes : Ave Yo_g e, weekday - 84/day a vera-ge peak- 14/hou.r
ZZ. FA R = IZ,000/;11, 513 0. 108
Onsite Storrwaie'r�n Runoff-
��
l
j� q u ® o r1
C 2dx50 x&" "- Runoff Q
9urfaGe Tvoe. A rea G Factor 2 yr. I°3.5 t0 yr. r=4.8
one, equi'tGr b hoof #� Paving o.-19 Ac,. D.q 2.5 3.4-
VDo Y Ltd <3 G-.rays 1 .i-t AG. 0. 3S Z. z 2.19
C 6 Co
SEL HcEr 2 �_► ' 7o tat 4. 7 ro. 3
�?rcconstrurtiorl Z.51.A& 0.35 3 1 4. 3
ing
te r '
Inv. -705.¢
vD T std.
E.5 3
SEE HEFT Z
t zo
0
� �O9
42" X 2?"G. M. P. A
• 3 42'X Z'1 • c M. P. A
an
1
sitary
manhole
Top = Zoa.11
�k. I nv. L 9 5.2-(
Inv.=lob o
overreact e►ccrrtc,� J
%W irGs llll
15
241, G• M. R
Z4` G.M.Q. Exi5tin.3
commercial
�t ent,-anct
8ewater\gl i rte
TOTAL C.06-ATRI1BU_7IQG ORAIKAAGE AREA • Ia. C ee 'r-I"11 t' lrv.:�o�.2 \Ins,.-'iot,.3
over(and �fow tiwte _ 50' @ 3% =�+:n• ; CI�aN�el flow l twee
1350' @ l_O�. = 12 m h. I AC SITE Pl;l�(`E
T.O_G. - 20 rain. ; 10yr. I - 3.1D ; Avon. C: -12,0 Ac_ X .g = 11.52 , 5.5 Ac. X .2 = 1.10, F'PROV C1
l 1.6-2 + I -10 = 12 . G2/ 16.3 = 0, `f ^- I 2). Ac, X 0.7 X 3 .c) = 50. 0 Q Tok. run o a
Ex,si-_ culverks = fwivl 42" x 27" C.M.P. @ 1.3a� = 34.2 X -2 = 66.4- Q To{-. cgpacify.
TYPICAL. t 5ECTION �8- ��
PROPOSED PAVIq'G bo*q `The. Frede-ric1, Couni%jApproved
Buildi.l Zoh1 n AA in ist rato r •
g
s= 3 15' 16' 3 Building
S/8. li floor
t 1" - SM-2A Asphalt Zoni.riq Adrni istra-to
5ate-
scaitc 2.' - INM - 2 Asptialf 06/141 N, J [
21 -'5 Sfcme
Increase, !_ (o Q 2. O Q
Storrnwa.ter Runoff Tabudation
(See vicinity map)
Area A Acreage
(C= 0. 0)) -2 )1 r. storm 10 Vr. storm
7.8 Z 4. (a 33.7
Z 7.3
L� ernc�
GXisti nA GontDurs - -loo -
Proposcd contours 100
Existing) eke ya-ri on5 103 )(4
lnv proposed olevations "103X4
Inu= 704.2 F
I1t- Tt;nf.e- i !A 1.0l0
Asphalt- Fav i nq
Existing waterJline-
EW
Proposed water tine W
StormWo-fer conveyance
charnel
GE
Temporary c,onstru.ctiorl
erif•ranee, /• 01
.ernwa.ter Conveyance Channel TabeLlafion
_D= !Dye Storm Veloc. i'v
width (ft.) depth(ft.) Re4u.ired Q Oapa.Gifv Q (�p
It, i.tv9 3/0.1 33.1
T Nw.1rrepared *%T
Land Surveys, t r\-c,.
2lI S. Roja( Xienue-
II -I Front 7_oyat., Virginia 221,30
��) U! a�(�4
NO SCALE
Parabolic grass lined di+ch cross Section
y
ex15f ng
fire hydrant'
(43 to proposed
bu.i Id i n9) -
1
:Vlae,, te-
Time of Concentr&tion Table
rea, Time, of Conn_ nL-a_tion _r
Z 9 mint - 4.1 5.5
velcimelt% Mar5calc '. 0 = ZDO0
,AG (rib`
Of�s�ie
drainage w�
Q.Ye 4-S
IntarchanolG 82
N1g97 00
or .�
0
c -) AMD DE11�mwlma
�.
' eJYT
� .
Site Plan
showlIn
6TO1,4F-WALL lute t,t1 15 STORAGE
Parcel 4
Lenoir City Company of Virginia
1 and
GaiY's60ro bistric-i Frederick. Gout�t` Vir mi*4
5� a1 r✓ 1" _ o` > LJ u r► e_ 1L Z a 1'tt 9 0
Lo' e1ps
Revised parkiri )ot- October 5, 1990 t
lzi✓VI6EV: A.DDEn g ,
011)7 JW S-ro2.i Revised entrance, a-dd drair,txge. di+C.,h '$aWer prof► lei
fit! DEtJC�S existinoi fire hycirra.n{s-Au.gu.sf Z, Mjp} ;
., oc�Ii4(aco.< fandsca a detail- September Q, tggp
.� p
M L W.SS"'w.".�"IiBa'"&"^-5,.
42" X 2?"G. M. P. A
• 3 42'X Z'1 • c M. P. A
an
1
sitary
manhole
Top = Zoa.11
�k. I nv. L 9 5.2-(
Inv.=lob o
overreact e►ccrrtc,� J
%W irGs llll
15
241, G• M. R
Z4` G.M.Q. Exi5tin.3
commercial
�t ent,-anct
8ewater\gl i rte
TOTAL C.06-ATRI1BU_7IQG ORAIKAAGE AREA • Ia. C ee 'r-I"11 t' lrv.:�o�.2 \Ins,.-'iot,.3
over(and �fow tiwte _ 50' @ 3% =�+:n• ; CI�aN�el flow l twee
1350' @ l_O�. = 12 m h. I AC SITE Pl;l�(`E
T.O_G. - 20 rain. ; 10yr. I - 3.1D ; Avon. C: -12,0 Ac_ X .g = 11.52 , 5.5 Ac. X .2 = 1.10, F'PROV C1
l 1.6-2 + I -10 = 12 . G2/ 16.3 = 0, `f ^- I 2). Ac, X 0.7 X 3 .c) = 50. 0 Q Tok. run o a
Ex,si-_ culverks = fwivl 42" x 27" C.M.P. @ 1.3a� = 34.2 X -2 = 66.4- Q To{-. cgpacify.
TYPICAL. t 5ECTION �8- ��
PROPOSED PAVIq'G bo*q `The. Frede-ric1, Couni%jApproved
Buildi.l Zoh1 n AA in ist rato r •
g
s= 3 15' 16' 3 Building
S/8. li floor
t 1" - SM-2A Asphalt Zoni.riq Adrni istra-to
5ate-
scaitc 2.' - INM - 2 Asptialf 06/141 N, J [
21 -'5 Sfcme
Increase, !_ (o Q 2. O Q
Storrnwa.ter Runoff Tabudation
(See vicinity map)
Area A Acreage
(C= 0. 0)) -2 )1 r. storm 10 Vr. storm
7.8 Z 4. (a 33.7
Z 7.3
L� ernc�
GXisti nA GontDurs - -loo -
Proposcd contours 100
Existing) eke ya-ri on5 103 )(4
lnv proposed olevations "103X4
Inu= 704.2 F
I1t- Tt;nf.e- i !A 1.0l0
Asphalt- Fav i nq
Existing waterJline-
EW
Proposed water tine W
StormWo-fer conveyance
charnel
GE
Temporary c,onstru.ctiorl
erif•ranee, /• 01
.ernwa.ter Conveyance Channel TabeLlafion
_D= !Dye Storm Veloc. i'v
width (ft.) depth(ft.) Re4u.ired Q Oapa.Gifv Q (�p
It, i.tv9 3/0.1 33.1
T Nw.1rrepared *%T
Land Surveys, t r\-c,.
2lI S. Roja( Xienue-
II -I Front 7_oyat., Virginia 221,30
��) U! a�(�4
NO SCALE
Parabolic grass lined di+ch cross Section
y
ex15f ng
fire hydrant'
(43 to proposed
bu.i Id i n9) -
1
:Vlae,, te-
Time of Concentr&tion Table
rea, Time, of Conn_ nL-a_tion _r
Z 9 mint - 4.1 5.5
velcimelt% Mar5calc '. 0 = ZDO0
,AG (rib`
Of�s�ie
drainage w�
Q.Ye 4-S
IntarchanolG 82
N1g97 00
or .�
0
c -) AMD DE11�mwlma
�.
' eJYT
� .
Site Plan
showlIn
6TO1,4F-WALL lute t,t1 15 STORAGE
Parcel 4
Lenoir City Company of Virginia
1 and
GaiY's60ro bistric-i Frederick. Gout�t` Vir mi*4
5� a1 r✓ 1" _ o` > LJ u r► e_ 1L Z a 1'tt 9 0
Lo' e1ps
Revised parkiri )ot- October 5, 1990 t
lzi✓VI6EV: A.DDEn g ,
011)7 JW S-ro2.i Revised entrance, a-dd drair,txge. di+C.,h '$aWer prof► lei
fit! DEtJC�S existinoi fire hycirra.n{s-Au.gu.sf Z, Mjp} ;
., oc�Ii4(aco.< fandsca a detail- September Q, tggp
.� p
M L W.SS"'w.".�"IiBa'"&"^-5,.
:I
.r`•T"1em 1� ,.. ___ .Cii."'x' Y. �1.,--�dx•=.._. ,�WI� 3. b. :••�.,....,.---..�..,,,..n.,�..•. -fr, m.._ - .. .. .. .. ... ... ,r�.,,rMx .d �.. :afl�IIRA�l�?�.;��} ..
� l
- N o to S: 1
Owner'. AIIr-n Z. 14notts �, =��U'
i20 Lenoir Drive'
oIL Lji nC,hesi'ery r51 n is Z'26 v3
( 1540) & 6 2 - l 124-
f;` 2. Developer: Valley &uildln9 sys�ems
�.
41-D0 S. Commerce Avenue
Front CZoy al, VirpJlnia 221.3o
3c \ V ) 031,-430to
i1 3• \, ame- of pro oseci de -veto rnent ST ^,� �Gi1 ti^,i Storage_
�;I re
�
w ^� Ci gptJ��e ant
' 0 ado a
G �
-- .tar
` _ --- sank
� a� a
\Zoe - �_-__ _-
,,an ar if -- --- `
manhol� jb8- - -- -- ----� - A'
2.
-
1 -Double roW G' A -a
I 5 *'r.*I-CAL SECT/aW Rl W VVID H)
5anitary mnnhDkC- vo scat.
Top = -10s.so -3Z
Inv.
W l l z.o
r "- 8 C.R• TYPE Zl-B BA5F- 57-ONE.
UN
X y
b Q GXlS1ln
° -� fire hydrant
(Z(el' to proposed
guy Pole: fj Id i n9 )
to
-t-
10
rj
V �1 a �
tf1 �� a; is � Q C ( ' o . water valves
to-:) oAeras
� lYCto
_
" $
c`n0 PNAS 1
r In tirL�3r
u -T roposed 92 of VDoIry 3td +
c
YP'ea1
IL
C 4Z'�xVY'c-M.P.A40.17o 6 Es--3 (Z � _ /� E
c v X s Y
Co Z i F = s tT t a, t4 tO 2r Z2 23 t4 Z.� 2 /s L� 2g roil a s halt Z a
o curObi nei
Vv %+
A_y
-
7-
PROPOSEDQlone- eiG curb
-
- �+Y
r
ADDITION
P,EVIS1ON N ---d _ w �, � t
_- Pt -LASE _ ��" � -,, `; _ .._._ F _ . - � - NEEt 2
,' S
l W .. _ SS
r
woo
Qj
AREAS TWOe.
-
Z-QI
v7 / of 17 97 A � u 6 ; �'t � � aon� cam.:'; ��r � ter
v C)j y !� n , 705.E
o .
r
C1 , e ---- v D
IwI " sEE HEFT Z
-loi . 5o T et7 f
\TanV. - 70-1. 2-0�a _ 1A 1 C cP W
....F14
itz
?c r F' 'EXlStI N� �U 1 �d t \ wat
I \ &4& vt trn't � �' 2 n q \ mete
I W8r( --or>='It0.5 S! , o00 J 1'water Va q�3 hoc
10rl = i10.5O 1 line tyAp�&��.
� ra y ran
(:.Ow +o proP05ed
10
approXima e, ocat ion yes line. 9a
--
N4o •
l � � 2�1' 28" l,lv � 330.50� - �--
-1oa -Vr
RC�/ts1t�N MOTES - Ola11.4�9�0 01�17�97 �- overhead electric-
iu fires
t Revised-vrt�oSec4 contours ,l\own-4lrtus ' IVI �
JI ze-
4Z" X 29 C.M.P.
(10 year .5forml
;aILire_d Q Pine GZ Outlef
a inlet Velocity fps
30 2 3o.a 4.35
Onsite Stormwaiter Runoff
Ta6ulafion
4. This land is shown on tax map 43 - I'D
5. Zone M- I ( I I ht industrials use : Luhole,6ale- foodsarvic.e, equipment, ee[f s�or4ge .
t. This is not a oun,3ary survey. 5oundary information tn4cn from
plat of curve by H. bruee Edens, c-U•s• dated March 4, ►ctB5 and
al'taohed here, 'v.
1. Proposed building details shown on arohl+ez:r urol plans.
t�. Contour interval Is one, foci' on 455urned da+um.
q• All Proposed construction to be -in accordance- with the minimum
recju.kremGnts and seecifications 4 Frederic-4 County, Vir5ini4 and the-
Frcderic,V- County Sanitation Author'}y.
to. A'11 erosion and sediment control measures shown hereon will be
cons%ructed and maintained in accordance. &Lth the, rejuirernents,
spec:t�ica+'on-, and deiail5 of the. Frede.ric.4 County, ViroJinia erosion
and sediment control ordinance. and handbooV-.
H. It shall be, the responsib►li} I of the. contractor to determine, the -
true location and depths of all exis}inJa ufiliiies Cwhe+har or nod
Shown here -on > prior i-o any cxcava�Ion or cons}ruction.
l2. Qt•o?05ed buird1. n hei hit is4 85 �GGt.
13. Any re,juired la scaIn9shall bL in accordance. with the- FradericlL
oning OrdinanCG
14. T-otal acreage . 2. 5C, Acres.
15. One. FarlCtn5 59acG re aired per emplo4ee. for warehouse, and wholesale
area : spce•5 re juireA _ `1 one, pat-W irj space- required per 7-so t of
4fice. space. - spaces requi'rad- 9 ; one space required per 5000 4 of self s%rgge:
spaces required = 2 _ ToVal spaces required = IS ; spaces provided - 28 .
Its. Handicap FarlLinq shown thus 0 .
I�• i3uildin area Mini u3arekouses : B1dg. A = t�so Bldg. 3 = 200o 43, 81d9. C = 12`75 �.
To+al 10 = 522JS c�.
t8. Location of water and sewer taes to be ?h ically marked on site- and
vartfled by a FredericV- County Sanitation uthortty rtpresentative.• -To?15
are to be m;36e by 'rhe- Frederick County Sanitation Authorit4.
19. Oevelopar Shall provide e-rner9eneV vehicle- access du.rirlg con5trucf-ion-
20. 50,r1i+a.,ry Sevier and wa.�er Iine, cortnectiorls Shall have- a 36"
rn'Tiir L.t-rrn dep+h of cover if existirl9 main lirle3 permif.
21. Vehicle trip rates : Ave rag e, weekday - 84/day - a.vera-ge, peak - 14/hou..r
22. FA R = 1z,000/;11, 513 z 0. 108
�_ Runoff 0
Surface, Tv nG A rca G Fae for 2 vr. T= 3.5 10 yr. 2 : 4.8
1 iZoof �r Qavin9 D.-I9 Ae: �.el z.5 3:4
G-krass l .'I'1 A c- O. Z. z z. C?
To to 1 4.7 (v • 3
Preconstruet' orl z.5t-Ac. OL 35 3.1 4.3
I neYectse. 1. (o Q 2. O Q
Si'orrhwQ•ter R"' noff To bu,1&tlon
(See vict,"ify ma.P)
Area_ Acreqqe &L"off 0
(C= 0.0)) 2 yr. storm 10 yr. storm
1 7.8 z 4. (v 33.1
7.3 Z 3 /0 • f
Le. end
GXlsfln� Contours -too -
Proposed contDtAt 1 Zoo
Exis%inA ons ID-3 x4
proposed elevations 1D3x4:
�A •3 42'XZ7`e..M.P.A-To4.2
l seal {4ry �i �t' fcnGL r
manhole.
To - 1oa.n l Asphalt >?av i nod
4-I P. ' &98.z( Existino wafer line, ELJ
i
Inv.= to�.o Proposed water line- W
Revised FAR, i7,2-40/ 111,�13 = O. 156. 1 24"c•M.R
S-�ormtlWa r-r- RuhojFf -Ta►-butla+ion I I o ,1 l com}me9rcial
RE ..-SED AREA 2 YEAR STORM: 1%0 0 �.� L� t� r 7 A_
Pr-e - cor�s+ruc'rion = 0.30 lhc. X 0.2 X 4.1 = o.25Q I v ✓ �• Z �) G Ck 7- e_xlstl entrance
P t- �nstr �-• 0 3o Ac X O g X 4- I I 11 Q
8 wafeY9l�rte
A I
os uc tol'1 -
Ruho�-F
(0 ` E:-AR : Post cons-•.: o, 3W Ac_ X 0.g x 5.5 = 1.49 Q
To AL e-10Q7RlBUTIQG DRAINAGE AREA -- 18.3 AC. (See Viun'I{y Map) ,
over(ancl flow +iwte : 50' @ Bin;n. ; Camel flow +ime : 1350' @;j.0 = IZ rrk;n.
TO-C- z 20 ► in. ; 10yr. I - 3.9 ; Avo , C : 12.8 Ac. X .I = 11.52 , 5.5 Ac. X .2 = I.10,
11.152+- I-10 = 12.rv2/1B.3 = 0.-i ^- la.3Ac. X 0.7 X 3.c-) = 50.0 Q Tof. ruhoF�_
1= X. is--- culver+s fwi✓I 42" x 27" C.M.P. @ I .•3a,G = ?4.2 X 2 = G8.4- Q To f . cgpac i fy _
TYP►CAI.. t SECTtoN
-PROPOSED PAVIf,IG Af7proved 5\1 `the. FrederiG1� Court `1
Boild;n<3 BUilding ZOt"1�n AArninistr4tor
door 3/g, I,-3�8 l� door
/e
�/ `/
�/>�-2A ASphQI+ Zor�irtq Adm� istrator atL
I
Sccite- I =<0 2.1D
- IMl-2 A-spkal-t"
06/141`)G
�,
- 21 - B Sfohe
.r--
Irv.='tol,•3
SformtAla.tcr conveyance
char ne.l
Temporary construct i o rl
e n f•ran e.e
Sf orrnwate r Conveyance. Channel Tabttlati on
_rz D_ /O yr storm VeIo6i fy-
width (ft.) depth(ft.) Required Q Caoa,c_ if (fi2s)
340.1 3to. g 3.1
7- #prepared by
Land 5urve.ys, Inc,.
211 S. R o.l a 1 Av e noer
Front Royal., Viroinia ZSu50
63to- atz'44
No SCALE
Parabolic gy-aSs lirued di+ch cross Section
ext5t�rlq
fire ra. rt t-
(434 to proposed
bu.i Id i ng)
R E�1 tSE D : A D EL> -
! 01 17 f �? ST oe,. AC-E.
Time of Concentmfion Table
Yea.# TI me. of Cony _n tra_tion
Z
l Ito min.
z 9 m i ,-t . . I 5.5
VICIni Mo
t
7
c
In}arahangG 82
1`c
b
c� DA $1
r
a
JAN1997 1 "'
Linn eVE'p
AND D& &E�NNift
MEIVT � 4
Site P1an
shod n9
-ro 1, 4EWALL hAt "I STORAGE
ParGe.l 4
Lenoir City Comporty of Vir5ini4
land
Gaihsbot-o ,7is� ri ci FredericV, C ourlt`j V it ini4
scale 1�► = 30` y Junk.1�90
o' 30 4s' [.o` a1o'
Revised parktirig )ot- October 5, 1190
Re-vISGd entrance, add drairage, dl+e h, rawer Profile, t
exisfinc3 fire hydrant$-At,3u.st
landscape detail- September 4,1990
8c;
oa
ex ist i n9
fire hydrant
\>
�
/
/
8
^°� /
401• to proposed
_ p_
A
co
�e
00
/ 1
a�e,0000
-
e.
!pniiar
-- \0
LO
yanl ar
A
nod--
,._.•�- 2 q •
Top 0-1.83 'ICft----------
I v. -I o 2. 15
\.
--
-- ��
�-' /z /
n .
l
i
J
oV
l
I
WILI 1
N�
��
J
�Ld
_,
P✓o o5ed �Y �
a Pave- P, PIE,
,�. I I
�
I
\\
I
I
existir
1r� y ran
( I, pa' +o pro po5 ed
bwi Id in9)
- Ow .... t
... tp .- . - ... . .. vim+ -1p � c`7. ' 4✓ • � G,7 "
VO h
G► ! 4l - emvt5toN WoaTE5: �--c�l'I?� (� a
RED/ t 5 E D P 2OFO-5 =O l'\ G► I' \I �1 Cl l'1 I V` II '° 1`'
A cow-rourzs SHOWN / l�v p bE�, / r 7 1
AN 1 TAR Y A /S,Eh/, R THUS : ,• a 2 G I �► �P Z J
CONNurl o,�I pgoFt L,_ 12EVt5Et7 AZE�. 5TOi2MWATE2
%2Ut4Or-F 7--YEAIZ 5T012M
PRE - CONS-re-UC.TtON ' O Z6 AG X O •35 )C 3. 5 = O. 31 Q
��-ex-
o
N
710
�'
a
v
�
�
705
„r
"sari
j-a.ry
seWe.
r
'100
5 1
IZ" 5an9f0-ry
5e-W er
0
m
�
o
695
P05T- C,ONSTi2 U C.T t O tJ 0 • Z5 X O. °I Y 3.5 -- O • -I
RUNOFF I NCV-EASF- O. 4le Q
REV15E17 FAW- I-1, Z4-0 I t 11, 613 = 0, I SS
TYP/CAL SECTION R W W/DT-H)
Sanitary manhole No 6CAt -E,
Top 105.50 �,57 fZT F-73Z
- Inv• - 4,99.3o
e x I S t I'
8"wafe
In\).:1ou.2
8" G.R. TYPE 21-13 BA5E STONE
X
�, p cxistin
° fire. hyylrant
04 (Z(ol to Proposed
` guy �olG b u,i 1 d i n9 )
J
U �
Corruaafed Pipe Tabulation
l C ' (b ye,o-r StoYm)
Size Reau1're.d Q Pine Gt Ou,tlef
o water valves
I �• -+� '_ T / -1� i n I et Vel oGi�V •Fps
I -o ► 42 x Z9" C.m. P. 3o. 2 3o.a 4.35
w . 2 w . . AmAh�
N Ote, S:
t. Owner '. Allen I2, KnotT,s, Sr•, ct -uV
epb3 K.. Loudon 5i'reat
LJinches--e,r.) Virginia Z2t.01
2. De-ve.l oPe r : Va I Ie.y 5u i Id i na Systems
31(, Marren Avenue.
Front 1Zoyal, VirJoinia 226t3o
L-1oa,, (,31,-438co
3• game, of Proposed development : Harw i l l FoodscrviC_e. Equipment
4. This land is shown on tax map 43 as parcel 553.
5. Zone, : M- I (1Zun,3,ar�
industrial. use, Luhole.5ale fooaee.rvice equipment.
�. This is not a survey. 5oundnry information tn4en from
plat of surveyby H. buee Edens, a• L.s. dated March 4, 19O5 and
attached hereto.
I Proposed building details Shown on archite.ct-urol Finns.
8. Contour interval Is one food on assumed datum.
q• All proposed cone,iruction to b.✓ in accordance, with the minimum
rec,u.irement5 and spec,i-P•tcations of Frederick, Count\{, `1ir�inia and the_
Frc• aav-4, Count�l Sanitation Authori%�.
tD. All erosion and sediment control measures shown hereon will be
con-5'ructe6 and maintained in cmordctnce, 01th the, reiuire,ment5,
spe�rftGat'lons and details 41 the frederic-K- County, Virginia erosion
and sediment confirol ordinance, and handboDV.
11. It' shall be the, responsibwll of the, contractor to determine, the_
true, location and depths of all exisk*m uiili�ies (whe.fher or no+
Shown hereon prior tb any excavai-ton or Con --ruction.
12• Vrc)?o5c A builel in. Vi ► ht is 25 �eet.
►3. Any re uired laPdsc.a ng shall be in accordance u,i+h the FrGdericlL
County zoning Ordinanae.
14. -5tal acreage : 2. -5 t, Acre,,-
15. One. part! mn Space re uire.d pear emplo�4Ge. for war6bousc, and wholGSale.
area : sracc5 reIured = `1 one, paMin space- rec)uirGd per Zso t of
office' -space -. spacc5 required- a • To}al spaces required spaces
providad - 26.
LG• Handicap Parkin shown thus 0 .
I5uildin area offiGG spacL = 2,25o 111 5 wholesale area = L,,,uoo
warehouse, area = 3;150 t. Total building area = ►2,000 tb-
la. Location of Loater and sewer to?-:, to be Physically 'narked on site, and
verified by a FrederlcV- County Sanitation Authority representative,. Taps
are, to be, rnadc loy the. FredericV- County Sanitation Authority.
19. De-'velope,( shall provide emergency vehicle acces-5 du-riT13 consfructiorn.
ZO• 5cLr1+ary Sewer and Wa.+et' I,'ne, connections Shall have a 3to"
rnirlirnu.-m clop+h of cover if exist-i7iq main /ll'ne,5 perrnif,
21. Vehicle trip rates : Average weekday - 84/day avero-ge peal;- 1-4/hou-r
ZZ. PAR; Iz,000/111, 513 = 0.108
L I A�y14�1 lorl
C zdx50x�" C°' _ Runoff Q
eurfac+e- TU yL A rea G Factor 2 fir. _= 3:5 10 yr. I: ° 4. 8
One- C
G+G urb -
qu't'tGr �Zoo� $� Paving D."lq Ar,. D.°I Z.5 3.4
vDO I' 15fck C�+rass l ."l-I Ac- a.3s Z. z 2.9
C C7 Lv
SEE Hcgr z 's To fal 4.
�• prcconsiruet*%Dr 2.6toAc.• D.35 3.1 4
ins
'
ter
Inv.
-706.4
,VD
-r s+d.
Es-3
SEtr
HB1=T Z
a
�
00
2. O Q
Storrnwafer Rartoff Tabu. Iatrar1
(See vicinify map)
Area 0- Acreage mum off Q
(C=O.�) 2 storm 10 yr. storr,t
l 7.8 Z4. b 33.7
Z 7.3 2-(0•9 3h.1
Le5end
I✓XistinvJ con�oure, -Iou -
Proposed Contours jo•o
A
42°X27"G.M• E'A 66* r�JO e�cva�t On5 1D3 x4 I
P• A .
-� I�lnv 704'3 proposed e.levatione, �D3X4 SV-
at2 X Z1°G Mt•P,A. -�InV.= io4.2
T 10l-
71
anitary
5r It >;nGe.
manhole
Top loq•-t t Asphalt pavino
J 4- I nv • & 9 $ 21 E x i st i n� wa-i cx I I ne-
E 1J
Inv.="iob•n Proposed water Iine-
W
SformtJate,r conveyance
. . �1.35
channel
Temporary construction
1. 0 I
124" r-. M.Q.
entrance
F-xit. tin9
commercial
entrance.
St'ormwate r Convey&mce
Channel
Tabu.W-ion_
-
_-- _Q --
lDNor Storm
Veloeliv
.�idfh l•f�.) depth (ft.)
Re4�ct •red Q Ga.aa.ct t�
Q
Ilv l.l09
3l0.1 3/0.°}
3.1
7
�rc pa re d by ,
Land 5urvey5, lnc.
211 S. V-o ja t Avenue-•
-
_ I
_ -
Front• 7-oya1) Vir9lnia 22t,3o
LI03, 65L,- a3U4
NO SCALE
Parabolic 9ras5 lined ditch cross
secfi'on
) X- ��ti1.7N®F`
existin r
fire by � ra n i-- u WAYNE E NlSK>i�"P! �"
(434 to proposed CERTIFICATE Na
b u i 1 d i rt9) cl 000971 B,
Zoning Admini•-trator Date- '�
SCALE: Horizon{al C- S0' ' � LAND SJa REMISED S o2AGE
- UJ1�p ItJC�S
Verf,cal I.+ S.
_ �•� �. s.,, .... .,
Ti rr e of C o n"rut ra d o rt Ta b l e
g), ee Ti'm e c)T Cone .n +r .+ion
tor.
I l(a rrlir�. 3.5 4.6
Z 9 mire. 4.1 5.6
VIC-Iml M&A_
Z000'
of�sife
drairrag
a. re o-
Site Plan
showi n5
{pro posed but Id inn Loc-aiion
Pa tC G 6 1 4
Lenoir City Companj of Vir5ini4 1,��1g U1,25,2
s
I a n d A
`�� �tVN
���� 1 bi5�'rici � Frederiel�. Count`�1L. A
iV>Ep a� LAn e. G Z `i D n RAG ptNN1NG
p G OEVEtO ENS �4
C', 30 45' t, o' al o'
Revised parkti, g )ot- October 5, 19�)o
Rcviscd en+ranee, a.dd araira9e. dikch, sewer profi le SHEET I of Z
existiTiq fire hydrants-Au•9ust 2, 191W;
landscape detail- September 4, 1g90