HomeMy WebLinkAboutSDP199400023 Plan - Approved Major Amendment, Final Site Plan 1994-06-30"Ev
10H To COMIA145WE 'Ali S NY OF COM MU01 ION -WrTMIN-ANY"EMSTING,
ILLI C FllGf4*T OF "WAY, INC LUDINT-010j"ME(AlIfAq TO A Y ExIlnLNG F10 AD,
'EI , 1'"48WALL VE 0STAINEMY-FROM THE "ARGINV,
Fi?jirY FOR BAID CON3TRIM
T
OF TRAMP-OffATION (mu"sp'n-sm A-ZeFinvipyF�v V.D.o.y.
L PAVRAG.04ND EIRVINNAGE REIAIMD JAIIATEAIALIS AND WN-alfRutilloN M��,YHODsi
A,�j Co rIARV1,13 Or D.0"T.
fjr()pkj To CUipRi.:MY AND STAINE V
ollin'-pom a S, NM 5D,
IY310MAND 8,11LTATION 8HALL BE PRO�Arjr-M IN
a.
on 'H scM P;urc
11F.D FAII01M TO ®Y CLr RAG, GRADJM�, M- E -,13j i�T 'T
LSL
'13PI lfflle�:p RE 0, rlt
jLCHSr_i. kW,_,X.IAAUM AiLWJAELE PILL OR CUT SLOP Irk -:L J E HM Y
n'All kL.E LVZ39R ZLOPS:30F 4:1 OR t-MMSP, -AlRE TO 64 ACHIEWED,
L 11-HIPM-13 3-W11.1HAVE A �:" INCH LOCAL DEERE 331014 kffilmii
ill'tiAlW-18S 0114' MIN.
vyiv on pa, rviib Lwal rm M;py ME REQUIRF-D"WIML-N INIMEOPIN10TOW 0'j-Y'yqn;
PuAiv45_Ep.ws, om, I-jja mnauwAr-m-a, n- ta EvsvaiL
"'S CHANNOL
MER TO 3WElLIZE A V-PAIjW,,_i
L TRAFFIC GrY4TROL 3113N3 &MLL CONFM IWITI-41'r18- ID'S 6113,6I 1p, WINUAl F
na Dpwckia, ORmm,,cm..
"-PpO;'
MW�IEAMFNMWALCWUPIEN. PIPEMALL9- ROMPR EEl
X1
iCASTIE PIPE otm-8 Ill.
L 9XICAWATIrM FOR, UN M-ESS,0UMD PIPF. MMALIAN KA MLL GOMM WITH W;1A
'Ap4D,9\pL4s FCv' Dum ri A
pinit:. !ON INOU AY (;A) (,'F P Fl; ivit).
11-: CWfYRACTOR 6MALL 10'0WR ALL DR.MEN31COM AND 00ND;TYXA3
YE AND REPORT All TO YMe.
Ar.100s LIGHTING 13 L, BE DVREI'TM MWAY FROMROADAWAYS AND ADJACIlk' ff
V,J'PEkTfF_3,#14rj VIELDFM IMIrERE"' WO EV -A&W.
LSERVICE UTILMSS A.R9 TO EE PLACED UNDERA'3FKAJNZ�
LIEU OF (yfigloRE-Ts STORM, DRAIN PIPEAD3 CO°I FIXYE TuMENE
"I -; r
r - I s M SE, u 8 0" 1 iq C, 0 14L � t, 11 Wno itm vv r v m ai! -: p-, cA iq ti T y ? F,_n - o
ER AND SEWER GENERAL PLAN NOTES
AUTHORITY INP EE(7,0RI'St. THIE CONTRAMA WILL BE RESPON FMBLE; FOR
NOTIFYING THE PROP-ER-=RVICE,A,.U'fHOAr-rY OFFICIALS AT TIDES TAFMOF "WO IC
ORALONGTHrE LINE OITTMIE
OH trV.
P IWORK APE, NMI _8-3ARILY WN OW - THE PLANS AND WH - --
3 ACWWA ARE ONV-1 APPROXIMATELY 00PREA7. WE CONMACTORGMALL ON H18
0 WN INITIAMME LWAT52 ALL UNWERGROWND UNE -08 AND WRWTUMES AS
1. A,,L hIATERIALS AND G-Mb-TRUMON HAIL 00-MFMmTm G!,:24EPAL. VIATsRA 11
STRUCTION SPECIFICATIONS AS ADOPTED BY THS, AMI L,E
COUNTY SE:RVICE AUTHORMI ON JANUARY 20, 1963, A3 AAMEN DMM JULY 1,, 1 Sag.
4. /tl:-L ELEVATIONS ARE BASED 0 N U.S.C. AND 6.3. DATUNL
Ct. THE CONTPACTOR WALL OS RESPONSIBLE FOR NOTIFYIN ca" 0 M1318 UTILITY
8-W ZZ2 7")l
6. A� L A " ANO SF-,YVP-R LINSS SHANWkWiVE A THREE FUJI'MININIUM CO''ERV-92
T IFE CFENTERLINE Or- TIDE PIFs,
ffP 'Al _CEG
2, 1 WIDE EASEMENT,,), MM Oil Tr PIPSLIN P_ AND APPUFTTENfiliN
LLB D I 'ATV I r C -OU; 3P:R%'ICE AM'WiRITY,
I'AT
E THE LINE 18 IN A PUBLIC ROAM) Alkitll' OF WAY OR AN
FJ %S&,,1 --NT, INVIIHICH CAOSM THE AlCGF-3?3 E - r_-MrSHALLALS�J
E, ASFM
WE' DEDICATED AS A UTILIrY HABEWShrr.
(,AJALVERITS OR 6" liVATERLINIE IS Ili S-WIATED. U08S
I I I I -I T 1�'15 '- "
CEL PIPF-IfAMUMON IN 3'X Ag -e -I'S A3
N 'NUF..
COUINW SPERVICE AUTMORMY. IM!,MIATION TO 0,1TEND EY BEYOND
ClAiLvra- FAM, , LF -L.
9. 71 1UNX01 MAD rrETeMO ARE BEING USPED B-41 THE'Alk-E-ARL. E 0101R47 v
EPW-MALIT-MORTIF-Y. TO ACXxwirjpATS THWE WIE'TER8, ME7EP, LID3
-1
VIILJ- piet;j4JIREA 1 31411 WULF; TAPPED INTO THE 0_9i M ITER OF INC, LID.
pf, P"VENT DEEpfl3 Fp
PILIND TAP3 OR FW313 12M AL 0 yj
ENTERING THEffrJjl,� PRIOR TO W -TER filf3TALIATION.
10. ALL WATER AND VriWER APFURTESMAM,1_11M ARg- TO BE Vii.1,11ABED OUT.1-31DE OF
ROAD31DE W4,3MES.
p
3u�,V� Z -1 199A.
AS8�,AAATES- LIMI 'MID PAPMWER,8MIF DEMELOPE-P OLEu" lK, OTEAKWOIJIM.
MJlMl',A&-n,(R-3 PROPERTI, (2,A) 401AM: OMER
p_4fl_lH?,ll6ND, VIRGINIA Z a TA11M, FLORIDA ��ix,(A)
WYAL SITE ,a,¢
eA,,2.Tep
FRIPS PENMINPDSC ENTRANCE CORRIDOR OVERLAY DISTRICT
PARKING SCHEDULE :
EXISTING PARKING SPACES = 1,256
EXISTING GROSS LEASABLE FLOOR AREA c 187,499 S.F.
REVISED TOTAL PARKING SPACES = 1.246
EVISED GROSS LEASABLE FLOOR AREA = 190,194 S.F.
IRKING REQUIRED 5.5 SPACES11,000 S.F. GROSS LEASABLE AREA
RKING PROVIDED 6.6 SPACES/1,000 S.F. GROSS LEASABLE AREA
vz_y By : 8. CUs R IE v m I i FF MA N AMD I A t 1-11, . L'I'D.
UG WORVEY BY S. AUMPFFY MUFF%W*J AND ,SAM 3. LT10.
I MAJOR SITE F,LAN AMENDMEN"I SNG
HOWI2
STEAKHOUSE
A
vo, ry �a
'F
I BE �ARL QQ I- m R
VICINITY MAP 13C,ALE : V : 29000
114�
Ift,
1, n
R DTA "i
E %s',� U N T
f5o
INISM MM33ME PrIlMSO-FIRE OFF
ALEMNU-MlE 00J10- YZERVICE; AWTW)RtTl
PLAINMIZIG, DPA MMAPENT
VI MMA DEPAAMl;V-_-NY OF TRAHWORTATION
VIA"WINIA, DEPAWilifirlINT (p MEALTi-J
18)
INDICATE VIS INIA DEPAMIMENT OF A ION
)MMUT ) APPROVAL OF THS FlAak APPROVALOF 73,15, FlAkfj 0-1 rIE
clealh,VTy DOES IOW IN 'ANY VqM PIELMWE PA E OF My
IN -, 0 M,A, I H 1N Vi FINAL "Y MOM A PFR FRIORl"OrNEIS 1JAMU1"0F
SUILrilArn PESNAMS jg,,Nn, / OR CEW IFIC?ATES OF (AXAC','UMANCY.
C k ^ ^ 4 1 ^ ; q
Apri I I 1 1994
R Q :V 1 s 10 n s NEW L OCA TION J CRIMP END
SHUT OFF CORPORATION
✓� 6 f• d�/°�' Sf f�s "1 �tP'' 3j�r5! 7-0
N
STOP AND DISCONNECT
J
Co..,.Kc K rs eP s-ZG - 45� 6 0 8 u ii -
SERVICE 6 TO 8 FROM
Ole
6-2 ELBOW. CRIMP END OF
STUB AND EXTEND STRAIGHT
ABOVE CORPORA TION STOP.
EXIST. LOCATION
DE TAIL "A"
n. t. s.
� IR
4 95
4 90
485
480
PROFILE S C A L E
H 0 R I Z. 1 = 2 0 V E R T. 1 = 5`
Exist. DI top to F/ 17 I's e d Grade
be rep laced by _ — MH _Exis t. ground — --- --
Cor r u 9 u ted PP _
P0/Yethy Jene
__-2---` 3 9 3
I34
Ex i s t. D I PIPE BEDOI N G TO BE IN ACCORDANCE
Top 4 9 0. 43 WI TH VDO T STANDARD, PB- I.
In v. 483. 93
Inv. in 483. 98
Oto 0t 20 0t 40 Ot60 0 t 8 0 Ito
AL BE MARL E
495
D1 - 3 A
Sta . 1,,J4 485
Top 493. 75
Inv. out 489. 25
I t20 1t 40
SQUARE SHOPPING CEN7'117R
KEY
E x i s t. Pa
P a r k i n L
BOTANICAL &
HEIGHT AT
TOTAL AREA
TOTAL TREE
MIN,
CALIPER
QUANTITY
�
'
0
COMMONNAME
v
c
v �
PLANTING
IN 10
h
CANOPY
AREA
�
4 �
(u
o
J
SUGAR MAPLE
3
1/2"
14`
5
x
1 68
S. F.
8
40
S. F.
CORNUS FLORIDA
DOG W 0 0 0
2
f/2'
7
7
x
155
S.F. -
N
U
W
C E R C I S CA NADEN SIA
v
R
(L^
EASTERN RED 8 U D
2
I/Z`
7
6
x
3 9 6
S. F. -
J
1
7 6
S. F.
4 95
4 90
485
480
PROFILE S C A L E
H 0 R I Z. 1 = 2 0 V E R T. 1 = 5`
Exist. DI top to F/ 17 I's e d Grade
be rep laced by _ — MH _Exis t. ground — --- --
Cor r u 9 u ted PP _
P0/Yethy Jene
__-2---` 3 9 3
I34
Ex i s t. D I PIPE BEDOI N G TO BE IN ACCORDANCE
Top 4 9 0. 43 WI TH VDO T STANDARD, PB- I.
In v. 483. 93
Inv. in 483. 98
Oto 0t 20 0t 40 Ot60 0 t 8 0 Ito
AL BE MARL E
495
D1 - 3 A
Sta . 1,,J4 485
Top 493. 75
Inv. out 489. 25
I t20 1t 40
SQUARE SHOPPING CEN7'117R
KEY
E x i s t. Pa
P a r k i n L
BOTANICAL &
HEIGHT AT
TOTAL AREA
TOTAL TREE
MIN,
CALIPER
QUANTITY
COMMONNAME
PLANTING
IN 10
YEARS
CANOPY
AREA
A C E R SACCHARUM
SUGAR MAPLE
3
1/2"
14`
5
x
1 68
S. F.
8
40
S. F.
CORNUS FLORIDA
DOG W 0 0 0
2
f/2'
7
7
x
155
S.F. -
1 085
S. F.
C E R C I S CA NADEN SIA
EASTERN RED 8 U D
2
I/Z`
7
6
x
3 9 6
S. F. -
2 3
7 6
S. F.
P Y R U S CAL LE RYA NA
BRADFORD P EA R
2
1/2
7
3
x
191
S. F. =
5
73
S. F.
CRATAEGUS PHAENOPYRUM
WASHINGTON HAWTHORN
2
1/ 2
6
2
x
2 54
S. F. =
5
0 8
S. F.
ILEX OPACA
AMERICAN HOLLY
2
1/2
6
2
x
5 5
S. F. =
11
0
S. F.
MAGNOLIA GRANOIFL0RA
SOUTHERN MAGNOLIA
2
1/2'
6
2
x
5 4
S. F. =
1
0 8
S. F.
I L E X C O R N U T A
BUR FORD H 0 LL Y
2
28
NOTES
r CONCRETE PAD TO BE 6" THICK WITH 6" AGGREGATE
BASE MA TERI AL.
r,� J PAD TO BE CONSTRUCTED BEFORE PLACING STONE 8 PAVEMENT
. IN THE REMAINING PORTION OF THE PARKING LOT.
h ALL CURBING TO BE VDOT STANDARD CG- 2
k9 EXPOSE AND SEAL THE EXISTING SEWER CONNECTION
WATERTIGH T PRIOR TO DEMOLITION OF EXISTING
BUIL DING .
SEE SOIL EROSION PLAN FOR L IMI TS OF CiONSTRUCTION.
stor i %Exist. MH /
rn Or
=Tap 489. 64 1 / /.� PROVIDE IRRIGATION SYSTEM TO COVER 100% OF j
�Appro� ej1 /� / J / l / PLANTED AREA.
J % t;on O Inv. 482.99
S-1 TE BENCHMARK
------------
'
Top of Fire .Hydrant.
E le v. 5 0 0. 6' 4
8 „VC Son. Sewer / Field Verify /Exist. Service Exist. 8 „D. I. Water Line Approx. Location
U 5 G 5 O a t u m
-------- _ I � Invert Tap t o be
Approx Location _
/5 Son. Sewer Easement
£xis u / Aban do n ed See Detail
Exist. MH >. S
ewer ( eroJ �` �/4 "Fire Line, r i 5. 1. o
40_�t_ L /n w/Backf/ow P O6 W 408.78_31
4 e Pre / i G9 –L i 55
S: 2 9
Top 4 86.89 />!>r.a�r. Loc at;o17 �' I JC'p' 1 Mechanical Room / Exist. Pavement Cul
Inv. 4 82.88 I i �— r---=� �- -------------._ '� 1
i
t. / •.• •• ••i.• • • .. . �- C'lEanOUti..� - + if..-. �'�n _/��2_, .I.;./ Fric1 3n XIi•rara' Frica maw f
Apri I I I , 1 994
Revis ion s
s,rf �£v/s c<M sr
J
'� Co �•+c .. rs of .�'Z6-9�f '�'3���
j�
„000 ����_ ✓, ��,„cep
lvuuuu
GREENFIE� •aI ;' / Rio ill w poc
S Sop CtJ
63i ter, I
FOUR rt. j”
Urban Area `oo •<
ES (Site) The
* sip"SEASONS j Qp Gardens`•
t 7 shop Ctt\
I Trail Cja� 0,
SE are
BERKEE ��E` }�BERKMAR - Ci'
(� .40 c
ha�r4ytle�vlle�,$ / � �`9r
s IYor# Fashion `
�•I(
S�}quare 6
?1 BE Y`
/Fashion Square Aldgae
LCharlo villel.pMall i� �lgjyt� Meth
N E W L OCA TION CRIMP END
SHUT OFF CORPORATION
STOP AND DISCONNECT
6 "TO8" SERVICE 6 N TO 8 " FROM
ELBOW. CRIMP END OF
STUB AND EXTEND STRAIGHT
ABOVE CORPORA TION STOP.
` EXIST. LOCATION
N
I E L CV ci
F� Comioritr 4y a /
u.t
V I C I N I" Y SK E T CH 1 "I= 2,000'
DE TAIL "A"
n. t. s.
4 95
4 90
485
480
PROFILE S C A L E
H O R I Z. 1 = 20 ' VERT. I = 5
Exist. D/ top to Finished Grade
be rep /aced by -
M H-Exis t_Ground---
--
ted p�P
re —
Corug u
Po /Y thy lenc,
J 2 rr -
3 93%
I34
EX 1St. DI PIPE BEDDING TO BE /N ACCORDANCE
Top 4 9 O. 43 W/ TH VDOT STANDARD PB- I.
1n v. 483. 9 3
Inv. in 483. 98
Oto Of 20 0 4 0t60 O t80 /...,0
AL 8E MA R L E
s •
DI -3A
Sto . I1-34 485
Top 49.3. 75
In Y. Out 489. 25
4 80
1 t20 11- 40
S 0 DARE
S MOPP /NG
CENTtR
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPVTATIONS
BOTANICAL A HEIGHT AT TOTAL AREA TOTAL TREE
COMMONNAME KEY MIN. CALIPER PLANTING QUANTITYTOTAL
10 YEARS CANOPY AREA
•
A C E R SACCHARUM
T -i 3 I/2 14 5 x 1 6 8 S. F. = 8 4 0 S, F.
S U G A R MA P L E
7
CORNUS F L 0 R I DA
T-2 2 1/ 2" 7 7 x 1 5 5 S. F. = 1 0 8 5 S. F.
DO G W 0 0 D
C E R C 1 S C A N A D E N S I A
T-3 EASTERN RED BUD 2 1/2" 7 6 x 3 96 S. F. = 2 3 7 8 S. F.
P Y R U S C AL L E R Y A N A
BRADFORD PEAR
CRATAEGU9- PHAENOPYRUM
T-3 2 I/ 2 6 2 x 2 54 S. F. = 5 0 8 S. F.
WASHINGTON HAWTH 0 R N
T-6 I LEX OPAC A
2 1/2 6 2 x 55 S. F. = I i 0 S. F.
AMER ICAN HOLLY
MAGNOLIA GRANDIFL0RA
®r7
SOUTHERN MAGNOL Ip 2 I/2 6 2 x 54 S. F. = I OS S. F.
I L E X C 0 R N U T A
BU R FOR D H 0 LL Y 2 28
NOTES
r., y CONCRETE PAD TO BE 6" THICK WITH 6" AGGREGATE
BASE MATERIAL .
PAD TO BE CONSTRUCTED BEFORE PLACING STONE 8 PAVEMENT
IN THE REMAINING PORTION OF THE PARKING LOT.
J E x i s t Pa v !e d / 9� ALL CURBING TO BE VDOT STANDARD CG- 2 .
i / / / R
� Parking L o at / >' / � EXPOSE AND SEAL THE EXIST/NG SEWER CONNECT/ON
WATERTIGH T PRIOR TO DEMOLITION OF EXISTING
I / / '� , BUIL DING
.
r �
/� SEE SOIL EROSION PLAN FOR L/M/TS OF CONSTRUCTION.
SJor f IExlst. MH / / I l / / PROVIDE /RRJGA.TION SYSTEM TO COVER /00% OF
�q _�roJr� Top 489.64 / 1
oPLANTED AREA.
oprX LOca/ion (0 Inv. 482.99 i/ J J
TE BENCHMARK
�= -- - 7
/ / / i ( �A Top of Fire Hydrant -
VC Son. Sewer - --�j / Field Verify 1Ex1,51.service Exist. 8 D. J. Water Line 4pprox Location U S G S Datum
I
I / nvert Top to be _�- \
- oPrax Lcation _ /�� %
- 15 San. Seo
wer EasementExis o) / AbandonedSee Detail
---- -- Exist. MH /. 5'ewe/ ( /4"Fire Line, ° »
Lo/ �_ / S 29 55' 06 W 408.78
----- -- _ q ---r era / L i I / w/ Backflow Pre v en f o r to i ( L I M I ,T S 0 F CONS' TR U C T/ 0 N
Top 4.86. 89 °prox. Location -____,_ ��/..� Pavernen t =r
/n v. 4 82.88 ( + ar x x x- � x ,� i,� :� / Exist. 30 Access Ea semen t
Ex
to/remo�n 2 I G 2 :�_. L1hr " r 3 -- - --- -----
D C T '2 T 3 �-
�1
» r—
Poo/e
\ J //2 / \T 011 Po r c h ! • \
c, --b
� \ � PIS CP) r � � / °�:�;Z \, -- 0 .\ � T - ,4 �
i ��
MU -2 / Exist.WM.
r- 2 T
I Ir y / / / to bere/ocote�
Q, . / � I
\ a0
o
j I O` N Tax Map 6/ P a r c e/ J23 A
Jefferson Savings
\ S F I dr l _ : A,% � U� �r�
I all I4i 0-6�" w • ` v O( / o tr b 8 Loan Ass ociatio n
in
O U T B A C K in ti , ll� a D. B. 51 4 - 3 74
O Q\ �'r 4 J `y Lu
o Present Zoning C O
S T E A K H O US E
X 20
I V RES TA URA N T r- -,I:
o
/ ar
� I h T_3 I ..., � U
\ f
F.F.4 9 4 7 D
I"P/ b
I vl i� 4 VC CG-
Grease Tia 2 10 ! O o i
Exist. Crestar 91 Lp `JEc '-o
°i
/500 gal. .I Max. Bldg.He i g h t 3 5 `T.' -_ / o T- 3 O l O q
1: or -2
f
B a n k Bui/d i nq O X 1.:: . 495—
-'
r -z Roof drains to 6e tied into sto-rai system T-2 Concrete Pad ; , l y b
L.: Q �
Minimum Pavement Design. • b 1 ( fo
J ) See Note
I i ;:.:• ,� YN;:°:'. :'. 6 Aggr. Base Materia) • W 1 I I m
1 e,( 6 9. 33'� 16 5 lbs Type SM 2A Asphalt: 1 TI- 41 °
( `` F
Gas S VTCB 494. / Flow. ,-
30 Bldg. Setback Line (as per VDOT R/W plans) J 493.93Fior • ti
Proposed CG- 6
493. 82 F/ow I
-- _ B/d tb a ck Lin X ' 1
_-- 30 -� Se e as per recorded p/ot�)-- ¢-- - V D O T -
-,--_ ' \ Grass �_ . •,..
q - R C p / Exisr. 01 top o ri I P TO P S M U m :.r•.' ` Dumpster' 49x.8 moo\ ! JC% O
p'ora,r. Loc'-- / be re Iaced b H 12 HVC 5 /andsca d are
a / i a n _-___- P Y P - -- ` - -4 „ f:> V C - - - Pad -8 Wolf•
/-- y- Grease �y rs t e /i n e Floor Oroin
I2 PE Cor a,goled Plpe 134 j i/ /,� j✓� / III Il
Exi sJ. Top 490.
(as per VDOT R/W p!'ans) I - - _ _
X Exist. CG -6 to e removed- - '-r_� - -- Exist: CG' - 6 to r8 ain
S 29°39'39" W 674. 9i7' I /n v. 483.9 �W - _ T-
T- T r - -
S 29° 55 O6" W 67 4.95LIMI TS OF CONST.RUC7'1ON y �t
\as per reCord6-d plat) Exist. Retaining Wal / RW- 3 by V DO T 0= c i a Q = c i a
(2 u''.9)(6.7)(0.6) z Q = (.9)( 3.5)(.6)
Q = J. 6 c f s Q = I. 9 cfs
-_-- - - - - - - - _ - - - - - - pipe flow capacity T.Icfs depth of water 0.33`~��
Exist. CG- 6 to ,,Pe removed 8 relocated
ZZ
w o 3
TO THE IVY LANDFILL DUMP SITE.
R 0 U % E
o Q)
9 n , b . � +
b
W o �
I
S O I L TYPES
EL/OAK LOAM 8 GLENELG LOAM SOI L E R S/ 0 N
PL
A l'V
O
6-/3-'94
Q'i Q
6 -
J
DE TAIL "A"
n. t. s.
4 95
4 90
485
480
PROFILE S C A L E
H O R I Z. 1 = 20 ' VERT. I = 5
Exist. D/ top to Finished Grade
be rep /aced by -
M H-Exis t_Ground---
--
ted p�P
re —
Corug u
Po /Y thy lenc,
J 2 rr -
3 93%
I34
EX 1St. DI PIPE BEDDING TO BE /N ACCORDANCE
Top 4 9 O. 43 W/ TH VDOT STANDARD PB- I.
1n v. 483. 9 3
Inv. in 483. 98
Oto Of 20 0 4 0t60 O t80 /...,0
AL 8E MA R L E
s •
DI -3A
Sto . I1-34 485
Top 49.3. 75
In Y. Out 489. 25
4 80
1 t20 11- 40
S 0 DARE
S MOPP /NG
CENTtR
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPVTATIONS
BOTANICAL A HEIGHT AT TOTAL AREA TOTAL TREE
COMMONNAME KEY MIN. CALIPER PLANTING QUANTITYTOTAL
10 YEARS CANOPY AREA
•
A C E R SACCHARUM
T -i 3 I/2 14 5 x 1 6 8 S. F. = 8 4 0 S, F.
S U G A R MA P L E
7
CORNUS F L 0 R I DA
T-2 2 1/ 2" 7 7 x 1 5 5 S. F. = 1 0 8 5 S. F.
DO G W 0 0 D
C E R C 1 S C A N A D E N S I A
T-3 EASTERN RED BUD 2 1/2" 7 6 x 3 96 S. F. = 2 3 7 8 S. F.
P Y R U S C AL L E R Y A N A
BRADFORD PEAR
CRATAEGU9- PHAENOPYRUM
T-3 2 I/ 2 6 2 x 2 54 S. F. = 5 0 8 S. F.
WASHINGTON HAWTH 0 R N
T-6 I LEX OPAC A
2 1/2 6 2 x 55 S. F. = I i 0 S. F.
AMER ICAN HOLLY
MAGNOLIA GRANDIFL0RA
®r7
SOUTHERN MAGNOL Ip 2 I/2 6 2 x 54 S. F. = I OS S. F.
I L E X C 0 R N U T A
BU R FOR D H 0 LL Y 2 28
NOTES
r., y CONCRETE PAD TO BE 6" THICK WITH 6" AGGREGATE
BASE MATERIAL .
PAD TO BE CONSTRUCTED BEFORE PLACING STONE 8 PAVEMENT
IN THE REMAINING PORTION OF THE PARKING LOT.
J E x i s t Pa v !e d / 9� ALL CURBING TO BE VDOT STANDARD CG- 2 .
i / / / R
� Parking L o at / >' / � EXPOSE AND SEAL THE EXIST/NG SEWER CONNECT/ON
WATERTIGH T PRIOR TO DEMOLITION OF EXISTING
I / / '� , BUIL DING
.
r �
/� SEE SOIL EROSION PLAN FOR L/M/TS OF CONSTRUCTION.
SJor f IExlst. MH / / I l / / PROVIDE /RRJGA.TION SYSTEM TO COVER /00% OF
�q _�roJr� Top 489.64 / 1
oPLANTED AREA.
oprX LOca/ion (0 Inv. 482.99 i/ J J
TE BENCHMARK
�= -- - 7
/ / / i ( �A Top of Fire Hydrant -
VC Son. Sewer - --�j / Field Verify 1Ex1,51.service Exist. 8 D. J. Water Line 4pprox Location U S G S Datum
I
I / nvert Top to be _�- \
- oPrax Lcation _ /�� %
- 15 San. Seo
wer EasementExis o) / AbandonedSee Detail
---- -- Exist. MH /. 5'ewe/ ( /4"Fire Line, ° »
Lo/ �_ / S 29 55' 06 W 408.78
----- -- _ q ---r era / L i I / w/ Backflow Pre v en f o r to i ( L I M I ,T S 0 F CONS' TR U C T/ 0 N
Top 4.86. 89 °prox. Location -____,_ ��/..� Pavernen t =r
/n v. 4 82.88 ( + ar x x x- � x ,� i,� :� / Exist. 30 Access Ea semen t
Ex
to/remo�n 2 I G 2 :�_. L1hr " r 3 -- - --- -----
D C T '2 T 3 �-
�1
» r—
Poo/e
\ J //2 / \T 011 Po r c h ! • \
c, --b
� \ � PIS CP) r � � / °�:�;Z \, -- 0 .\ � T - ,4 �
i ��
MU -2 / Exist.WM.
r- 2 T
I Ir y / / / to bere/ocote�
Q, . / � I
\ a0
o
j I O` N Tax Map 6/ P a r c e/ J23 A
Jefferson Savings
\ S F I dr l _ : A,% � U� �r�
I all I4i 0-6�" w • ` v O( / o tr b 8 Loan Ass ociatio n
in
O U T B A C K in ti , ll� a D. B. 51 4 - 3 74
O Q\ �'r 4 J `y Lu
o Present Zoning C O
S T E A K H O US E
X 20
I V RES TA URA N T r- -,I:
o
/ ar
� I h T_3 I ..., � U
\ f
F.F.4 9 4 7 D
I"P/ b
I vl i� 4 VC CG-
Grease Tia 2 10 ! O o i
Exist. Crestar 91 Lp `JEc '-o
°i
/500 gal. .I Max. Bldg.He i g h t 3 5 `T.' -_ / o T- 3 O l O q
1: or -2
f
B a n k Bui/d i nq O X 1.:: . 495—
-'
r -z Roof drains to 6e tied into sto-rai system T-2 Concrete Pad ; , l y b
L.: Q �
Minimum Pavement Design. • b 1 ( fo
J ) See Note
I i ;:.:• ,� YN;:°:'. :'. 6 Aggr. Base Materia) • W 1 I I m
1 e,( 6 9. 33'� 16 5 lbs Type SM 2A Asphalt: 1 TI- 41 °
( `` F
Gas S VTCB 494. / Flow. ,-
30 Bldg. Setback Line (as per VDOT R/W plans) J 493.93Fior • ti
Proposed CG- 6
493. 82 F/ow I
-- _ B/d tb a ck Lin X ' 1
_-- 30 -� Se e as per recorded p/ot�)-- ¢-- - V D O T -
-,--_ ' \ Grass �_ . •,..
q - R C p / Exisr. 01 top o ri I P TO P S M U m :.r•.' ` Dumpster' 49x.8 moo\ ! JC% O
p'ora,r. Loc'-- / be re Iaced b H 12 HVC 5 /andsca d are
a / i a n _-___- P Y P - -- ` - -4 „ f:> V C - - - Pad -8 Wolf•
/-- y- Grease �y rs t e /i n e Floor Oroin
I2 PE Cor a,goled Plpe 134 j i/ /,� j✓� / III Il
Exi sJ. Top 490.
(as per VDOT R/W p!'ans) I - - _ _
X Exist. CG -6 to e removed- - '-r_� - -- Exist: CG' - 6 to r8 ain
S 29°39'39" W 674. 9i7' I /n v. 483.9 �W - _ T-
T- T r - -
S 29° 55 O6" W 67 4.95LIMI TS OF CONST.RUC7'1ON y �t
\as per reCord6-d plat) Exist. Retaining Wal / RW- 3 by V DO T 0= c i a Q = c i a
(2 u''.9)(6.7)(0.6) z Q = (.9)( 3.5)(.6)
Q = J. 6 c f s Q = I. 9 cfs
-_-- - - - - - - - _ - - - - - - pipe flow capacity T.Icfs depth of water 0.33`~��
Exist. CG- 6 to ,,Pe removed 8 relocated
THE WA S TE MA TER/A L S GENERA TED FROM
THIS CONS TRUC TION ARE TO BE TRANSPORTED
TO THE IVY LANDFILL DUMP SITE.
R 0 U % E
2
9 n , b . � +
S O I L TYPES
EL/OAK LOAM 8 GLENELG LOAM SOI L E R S/ 0 N
PL
A l'V
C A L _ 0
6-/3-'94
6 -
/7 -
X94
con to ur int or vd I
6 -
23
- X94