HomeMy WebLinkAboutSDP199000031 Plan - Approved Final Site Plan and Comps. 1990-04-19j,.f. FAZHION
r . -, - 71�1
esi. . MAU_
f
743 �z
3tT�
IN,
Im
250
15Y
V 1Gi N 1TY MAP
LEGEND:
EX. = EXISTING
PP = POWER POLE
OHE = OVERHEAD ELECTRIC
UGE = UNDERGROUND ELECTRIC
FL = FENCE LINE ,
PL = PROPERTY LINE
MH = MANHOLE
SMH = SANITARY MANHOLE
WM = WATER METER
WL = WATER LINE
EP = EDGE OF PAVEMENT
F.O.C. = FACE OF (CURB
TC = TOP OF CURB
" SAN. = SANITARY
TMP = TAX MAP PARCEL
B.M. = BENCHMARK:
EL. = ELEVATION
INV. = INVERT
DI = DROP INLE
6" CONCRETE
6" - #21 or 21A STONE
COMPACTED SUBGRA
7
EDF"t0��(}n�b �°o� o�_�.•
CONCRETE PA EMENT
nI'S
2" S-5
6" -#21 or 21 A STONE
COMPACTED'SUBGRAD
__ON-SITE PAVEMENT
BtS
4" CONCRETE
( Z500• lam! )
COMPACTED SU�BGRADE
IIT
CONCRETE SIDEWALK
X11 S
4...a
Acad Files
Date Ptottedi
1
POWER
POLE
T M 61-W-02 REW' I�YDRART
.PARCEL B -I /A
DB 915 P.662
INVESTORS SAVINGS BANK (s(z� >3Y A.C�•S•A•� POW R -
ZONED C-1 aEW lye �� P LE
-TYPE K WATE - Y x
�0
�04�4 �O,
+8 PIN G<
7S
O
,h
NEW G" Dir-\\
NEW Gi"
Tse V
EX. 8" WL
APPROXIMATE
LOCATION -
4' NEW CG- s
ENTRANCE �?
-01
x -
+
T-6 v' Q
TM 61W-102
PARCEL B-2 I S� 0EW CG -2
DO -915, P. 662 \ • '%
� S
N
EUGENE C. OR &EVERLY A. SAMUELSON , a -SEWER �A�ER-A, 5�3e0
FA
DALY'S RENT -ALL 5 c
ZONED 1C -I -3' 18' PARKING 6'
SPACE - TYP. •
~ � 5R /
_ O v'6,S
10'F4WNG
WATER AND SEWER J \
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. EX. 24 NC %
2. THE LOCATIOIN 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 I N 11T I ATI VE LOCATE ALL / \�
UNDERGROUND LINES AND STRUCTURES AS NECESSARY. X. 171. r
TOP 427.7
ALL MATERIALS AND CONSTRUCTION- SHALL_ COMPLY WITH GENERAL INV IN 422.2
WATER AND SEWER CONSTRUCTION SPEC I F I[ CATI ONS AS ADOPTED INV IN 423.7
BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, ENV IN 423.3
1983, AND AMENDED JULY 1, 1989. INV OUT 4174 C�jIjC
1 G in
_
4 DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. � GOI� \
5. THE -CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILITY" (1--800-1552-7001).
6. 3' MINIMUM COVER SHALL BE MAINTAINED) OVER THE CENTERLINE
OF ALL WATER AND SEWER PIPES UNLESS OTHERWISE NOTED. G'
7 . WATER LINES AND SERVICE CONNECTIONS SHALL. BE MINIMUM 18" ���`� EX„ U. H. OP 426.
ENV IN 420.9
ABOVE SANITARY SEWER LINES AND LATERMLS AND SEPARATED A B,� INV OUT 419.8
MINIMUM 10' HORIZONTALLY.
Q o oX. 8 WV
%--Ex. 8" W
POWER POLE
/
EX. EX. D. 1.
\
D. TOP 445.9 STEPS
H. INV IN 441.5
INV OUT 439..3
\ / 8. M. = 439.83
/
115" RCP
E ,� SMH '
TOP 445.6 ,
INV IN 441.4
INV OUT 441. 15 " I
EX. D. 1. /
TOP 44-5/9
INV. !N / 8.5
INV. OUT 4 8.4
i
S�D�yyrkK
C
EX. STORM N r
TOP 440. 1
INV IN 436.0
\ o INV IN 437.0
INV, OUT 4J5.95.__
C %
NOTES>: SCALE
1.. THE ABDREVItvr�i:orl v„ U. C.7 , T. MADE 1-1 Rr•�AFTER REFERS TO 11 -ill" ',
VIRGINIA DEF -'ARI IYIIENT' CIF.. TRANSPORTATION. THE- TE'RIM COUI\I _-120 n
RE:Ff:R5 TO T'!• -IE: COUNTY Or- ALBE.11ARLE , VIRGINIA.
2. PFti I (::)R "r0 C(::)l"1IYlE1\1 C,EIYIIEIU'T OF ANY CONSTRUCT :I: OI\i WITHIN ANY E. X I E3T 1:1\16 DATE
F'(. BL.1: C R I C;l•-I_i"---OF-•WAY , I NCI....UD I NG CDI\II\IIEC`I" I OI\i TO ANY EX 1133 I NG
ROAD , A PERIYl 1: "I" FOR SA I I:) CONSTRUCT I ON SHALL BE DBTA I I\I El:) FR()Ivl
V. D. 0. T. DEC. 19 1989
ALk.. F>AV I I\1(::i AND- DRA I NAGE RELATED MATERIALS AND CONE"r'RUCT I ON
METI•-IOD S SHAI._.L. CONFORM TO CURRENT SPECIFICATIONS AND STONDARDC3 � � ��
OF V. D. O. T. UNLESS O"I"l-IERWISE N6-rED.
SIUNS
4. ERO11i ION AND S I LTAT :COI\1 CONTROL- MEASURES SHALL BE PROVIDED 11\1
ACCORDANCE. WITH THE APPROVED EROSION CONTROL. PLAN AND MUST EiE 1-19-1990
INSTALLED PRIOR 'TO ONY CLEARING, GRADING OR OTHER CONSTRUCTION.
N.
,2°-14°-1991
5;. ALL. SI....OPES AND DISTURBED AREAS ARE TO I::.{EE FEF•"ti'T:n_,IZED, SE:EEIaF�"I:) 2-21-1990
Al\1I) MUI_.C,HED. MAXIMUM ALLOWABLE FILL_ OR CUT SLOPE- IS 2-.1.
WI'1I:I:FDIC, RE:A;ra(::)1\1A01....Y (::lla+•'I"A I I\IF•1I-41_„G" I..„E;:a1:;iE:R 1aL...OF'Eml; OF 4 1 (.:1R 9E,T"I"I:mF:�
ARE 'TO BE; ACHIEVED. �-' 11 - 10no
-TYPICAL (CURB DROP INLET 6. ALL DRA I Nr --IGF: INLETS E31- ALL. i•-IAVE F1 2- I I\ICI-I LOCAL." DEPREESS I ON.
7 „ F'AVE-:Ia C"'iR R I P -"RAP I- I NrED I) PTCI -I I'IAY I';E RIEc?(J I rED WHEN I 1\I THE
OPINION OF" Th IE:: Ia :I r;EwC;"rOR OF" F`i\ICa :C IUEEF; :LNG ,, OR FII E3 1) 1'--- :a :I G1\1k:E
I `r 15 DEI: -MED NECESGAF:*Y I: N ORDER TO 1.3TAB I L I ZE A DRAINAGE
CHANNEL.
B. AL_I_.. T'RAFF I C C: DNTROi._ SIGNS SHALL._ CONFORM WITH T1 --IE V I R(3l I N I A
MANUAL FOR UN I FOF--iIY1 TRAF-r= I C CONTROL DEVICES, LATEST I:D 1: "I" 1:01\1..
I" SCREEN SECURED TO RISER
ELEV. 433.56 {i�. LJI\!L_E:;::if:3 0fE F='II'E- SHALL BE FSE:-
/
11 -LI CONCF;ETIE F-' I F -'IE CLASS III .
1. 1.. AL..I._. LEXC:,AvF1T' :I: ()1\I F -OR L.JNDl-.:F:ZGFROLIND F' I PE I NST'ALLAT I ON IY UST' 11101YIPLY
W:E"C'Ii CISIlF1 SI"FII\IDARI:7S I ClR "i"I"If:-: CaCJI'�3"rFiIJC~('1-11\1 1:I\iDUw31"FtY (a r.� ;F.R
15 l'VG 42" RCP F'()Ftl" :L'i','F:)) .
1 ,? ,. THE LOCa0T I ON OF- E: -X :E STING UTI: 1._ :1: TIE':.) ACROSS 0F`t AI._01'4G T'I••IE- L._ 11\1E'
s S {.._ S
CIF= 1-1 IE F'f�iClF-'(::l�ci1:-:Ia W(�il��il,; AF�tIE NOT !\IEC..E..a,.aAF�� 1: LY ,a( I(-lU!!\I Cll\I "rl•••IE I�'I.._AI\i,..y
AND WI-IF::F'tE: E3II(:IUJI\1 ARI:: (::)1\IL.Y FIF-'r-'F;CJX1:(YIA"F'E:::I._Y COi-(1-�E("T T[dI. C(::)1\1-
_-_.;_ T R A C T C3 R E31••i A L L ON 1-11,15 O W 1\I :f. I\I :[ "i" 1: A "I" 1: V EE I-. 0 C A -I" I:.' A L 1._ LJ 1\1 D ER (:3 R O L.) 1\I D
F1P!I) ; > 1"I i1..1C;`("UR'E S AS
4,75" ORIFICE INV, 429,80
1 . C,ONl F'IA(_.'1"0I•( "'31•-IAL.L. VI: F`t :I: F -Y L.00AT :C ON OF AL...L BOLJNDAF(I ES , DU 1: i_..D I I\I(::iS ,,
STORMWATER DETENTION INLET NO. I - VE(3[*__"I_AT':l:O1\I f11\IIa OTFIE.'R PE.FtTII\IE 1\1T SITE EL_E-71YIEi\I-F'I.3.
N.T.S.
. , - - • . iA
14.
I" L I f:E C C:11\1'T' F�" r'•1 Ca T' C:1 I:; I > I -i r"1 L... L E. L Ft E::. C3 I "' LJ Iu S I I:+ I_..1-. I OR I\I O r 1 I Y I. I\1 G " IYI I S ::a
TYPE
DI -313
TOP'
450.10
IN
-
UTI LI 7' Y (:1.---l3GS ;:? -7C)(.Q) „
LENGTH
4.0
1:::51.
14.
BI.J I I. -DING HEIGHT. 335 FT,
F"'PiF'I::: I NC=I REQU I RED -.!6400 NET SF x I SPACE/2W SF = 32 SPACES
PROPOSED; 37 SPACES
1.5.
C C:) wr'oi.:J F( 1: i\i T E:. F: V A L- :- 2 F- T
uo
16).
l JI..J"r'Iai:lC:)F I...:E fiH'r :I: I\i(::; I_ -;E:. DIRECTED TOWARD THE
S I TI:- AND
D.U
DI-4BB
AWF�aY f-F;C.IIYI ADJAC(:SI\I'T' F-'F�OF-'Ic-1-'t"rI:E i AND ROADWAYS..
438.78
430.53
.1. '7..
L.A1\1I:);-3C,AF-' .1.1\1(.; TO B.. P' A I N'TA I NE -I) AND Ri:::T I. -ACE -D
IF" PINY
u
L
z
61-1(.J U L I.) DIE.
F TOf' 33.8
10.
'''" ;::i ITH 6 " 14x21. OR 21A
F-'r1vE:::IYIEC;I\I"r' "iI.+E: ; (a ; a�. 5 W
STONE:
430.
1.9..
C;UI-_d-.(1I\IG T'(:J ItE: n C'S -
BI LD I NG •301 FT . F= ROM PURL I C ROADS
- F -T FROM PUBLIC ROAD(:3
2C.).
S.I.DI:;::W(11...,I: "rf.:) E(E::„ 2150C) r-'(::i:C CONCRE"I'E::
/DI-4CENV
DUT 431.1
21.
TlRAF-F-1C PAIN'1" 1"(::) DIE, V. D. D. T. WI-111"I"E9
4" WIDE ;
^
1,.
`
4
T
Jt
-
-71
10
-r 7177
01
44-6
Ft
oortr
L
IH
C7
-Z
7 L-
o
rx
PLATIE
HIGHWAY
3 -FULL
FEDERAL AID
CROSS SECTION—FULL
SHEET
LINE
CONSULTANT,
DESCRIPTION:
535
WESTFIELD
ROAD PROJECT
NO.
DATE
SHEET,
PRINTED IN U,S.A.
CHARLOTTESVILLE,
VIRGINIA
PLAN
21
AND
PROFILE
------
1,.
`
Sam-
VICIINITY WIr
LEGEND:
EXa = EXISTING
PP = POWER POLE
OVIE = OVEF"HEAD ELECTRIC
U GE = UNDERGROUND
ELECTRIC
f- -L = F-ENCE LINE
PL = PROPERTY 1-111E
MH = NAN'HOLE
rp
SMI -I = SiLINITARY MAN
N
wpi wA,rER METER
,,r
X 0
WL = WATER LINE
EP EDGE OF PAV�MENT
FACE OF
CURE,
TC = TOP OF CURTH
NO CONSTRUCTIONOF SITE FACILITIES OR GRADING
ISAIIA. = SANITARY
7
TNP := -rAX MAP Pt -)LEL
o"
B. 1,1� = BENCHMARK
EL, = ELEVATION
I NY l, = 'I NVERT
DT = DROP INLET ;8
w,
9-,
�,-' I
�1) Ylf
C
6' CONCREI'E
o
21A STONE-
%-10jMPACTCD SUBGRADC.
V 0
V
qllp
CONCRETE PA EMENT
2 " �S -- 5
E,' -tit I 21TOr a, A S T0 N E
C0i'vIPACTED •'JIJ'D(-3RADCE
147, if
!I1 qm1i171v4"�, I H i i, LR llulr!j! ii i "i Ai -I I N1 b
P-
OP
r
LJ
_JN- SITE PAVEMENT
nts
C'01 l`3 A C' T
I 11---c-D T[IBGRADEC
CONCRE-rE SID�_VIALK
nts
I
DB 915 P 662
F S I- IK
ORS SAVINGS BAI�
ZONED
0)
X
\" 41/
E'XiS TING J'N ER
OF
SYMBOL LEGEND:
CE = CONSTRUCT * ION ENTRANCE
CRS= CONSTRUCTION ROAD STABILIZATION
IP = INLET PROTECTION
MU = MULCH
s, v PS PERMANENT SEEDING
SF SILT - FENCE
FX. ;_4` :AJ,
I A
"T
TOTAL DISTURBED AREA = 0.736 ACRES
5. INSTALL TEMPORARY SEED (TS) TO ALL DENUDED AREAS NOT
TO BE LANDSCAPED, PAVED OR FINE GRADED FOR A PERIOD
OF OVER 60 DAYS TO I YEAR. FOR AREAS NOT TO BE FINE
GRADED FOR OVER ONE YEAR, PERMANENT SEED (PS) AND y
MULCH (MU) SHALL BE APPLIED.
LIMITS OF CLEARING
AND GRADING
X,
m
F
4,
r
J
, xd
J,
41 4
V, ,
`555 'vV E ST I" Ir.:_1D
'j
VIRGINi A FAMILY CENTER CIO NJ. BRINKMAN IN,-'
S F
"4
<
-6
:j
U., i i__D
J 11 t,
(2 PP,1 RC 1` L JTJ
LIMITS OF CLEARIN '1:. 1_ D Pi D
,AND GRADINIG e.Uf�'? IE 1 A L_ 1— 0 t_j 1\ I 1:-t C',J 1'�I C
! ,
<
-QIW-102•J[CJ'
;
e\,"11,�IE-W C' -2
PAVRCEL B-2 Id".
.Z
�:1
__915 U-. 662 0
D;3
;A
I. V1 6 PVC if, L?t_
4
'Rt-'( A. JrM tJ E 11�
- TER L 7
'EUGEINE C, OR &EVE _LSON
ER L:A
SF
T -ALL
P
R E N r _ )p
DAL NEW 1 -1/2" '_ (. - P
-F(P-r_ K WA' '
IE.R K
DNE'
D C -I -9:' 8' PARKIIl,IG
Zf,
TYP,
L
VJ
n
X,
</
i N A
ME"F�
+
T S M f
.--Curb
Inlet
iEIN -7 S�_
EX.
OCAT�t,j
Wire Screen oncrete Block
Gravel Filter
4
A
k
Runoff Overflow -filtered Water
Water with
Sedimen=== s'.a : o
Illi�E_1711 TO
#
Ilj =11111
4
S67dimen EX
Wire Screen __11111
2'x4" Wood Stud Curb Inlet
Specific Application
This: method of inlet protection is applicable at curb inlets
4�
where an overflow capability is necessary to prevent excessive
ponding in front of the structure,
BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER
'D J
I
THE APPROVED EROSION AND SEDIMENT
EROSION AND S9PIMaUI CONTROL ONLY
1.j'3
rp
SCALE
THIS PLAN IS PROVIDED FOR tHE IMPLEMENTATION
,,r
X 0
OF EROSION AND SEDIMENT CONTROL MEASURES ONLY.
N E'F,i,,i E,K.JI-,TY
('
NO CONSTRUCTIONOF SITE FACILITIES OR GRADING
Z r"
7
iJi: V RG I i"i I
o"
SHALL BE ACCOMPLISHED USING THIS PLAN. A
INSPECTION HAS REVEALED THAT THE PLAN
L
DAT E
SEPARATE SITE GRADING AND LAYOUT PLAN HAS
1�d 1"' CL. T
IS INADEQUATE .TO SATISFY THEQF_NERAL
BEEN PROVIDED FOR THESE ACTIVITIES,
, *, .
f Ljc, ir 0 I'll
;Dj�lj
CRITERIA IN THE VIRGINIA EROSION AND
%
2-19-1990
NOTESi
D
5. INSTALL TEMPORARY SEED (TS) TO ALL DENUDED AREAS NOT
TO BE LANDSCAPED, PAVED OR FINE GRADED FOR A PERIOD
OF OVER 60 DAYS TO I YEAR. FOR AREAS NOT TO BE FINE
GRADED FOR OVER ONE YEAR, PERMANENT SEED (PS) AND y
MULCH (MU) SHALL BE APPLIED.
LIMITS OF CLEARING
AND GRADING
X,
m
F
4,
r
J
, xd
J,
41 4
V, ,
`555 'vV E ST I" Ir.:_1D
'j
VIRGINi A FAMILY CENTER CIO NJ. BRINKMAN IN,-'
S F
"4
<
-6
:j
U., i i__D
J 11 t,
(2 PP,1 RC 1` L JTJ
LIMITS OF CLEARIN '1:. 1_ D Pi D
,AND GRADINIG e.Uf�'? IE 1 A L_ 1— 0 t_j 1\ I 1:-t C',J 1'�I C
! ,
<
-QIW-102•J[CJ'
;
e\,"11,�IE-W C' -2
PAVRCEL B-2 Id".
.Z
�:1
__915 U-. 662 0
D;3
;A
I. V1 6 PVC if, L?t_
4
'Rt-'( A. JrM tJ E 11�
- TER L 7
'EUGEINE C, OR &EVE _LSON
ER L:A
SF
T -ALL
P
R E N r _ )p
DAL NEW 1 -1/2" '_ (. - P
-F(P-r_ K WA' '
IE.R K
DNE'
D C -I -9:' 8' PARKIIl,IG
Zf,
TYP,
L
VJ
n
X,
</
i N A
ME"F�
+
T S M f
.--Curb
Inlet
iEIN -7 S�_
EX.
OCAT�t,j
Wire Screen oncrete Block
Gravel Filter
4
A
k
Runoff Overflow -filtered Water
Water with
Sedimen=== s'.a : o
Illi�E_1711 TO
#
Ilj =11111
4
S67dimen EX
Wire Screen __11111
2'x4" Wood Stud Curb Inlet
Specific Application
This: method of inlet protection is applicable at curb inlets
4�
where an overflow capability is necessary to prevent excessive
ponding in front of the structure,
BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER
'D J
I
THE APPROVED EROSION AND SEDIMENT
1.j'3
rp
CONTROL PLAN MAY BE CHANGED AND
(J)
,,r
X 0
ADDITIONAL CONTROLS REPUIRED"BY THE
AUTHORITY THAT APPROVED THE PLAN WHERE
A
o"
t+[ OED N
INSPECTION HAS REVEALED THAT THE PLAN
A.
1�d 1"' CL. T
IS INADEQUATE .TO SATISFY THEQF_NERAL
, *, .
f Ljc, ir 0 I'll
CRITERIA IN THE VIRGINIA EROSION AND
%
r
SEDIMENT CONTROL HANDBOOK.
D
2.
CONTRACTOR SHALL INSTALL ALL EROSION &
V
I A
.. .. .. ....
SEDIMENTATION CONTROL MEASURES PRIOR
14,
TO CONSTRUCTION.
LLL
j
3.
CONTRACTOR SHALL MAINTAIN EROSION & SEDIMENT
CONTROL MEASURES UNTIL CONSTRUCTION IS COMPLETED
'j!
AND PERMANENT VEGETATION IS ESTABLISHED.-
— ,I;
21
4.
ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED IN ACCORDANCE WITH THE "VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK"
5. INSTALL TEMPORARY SEED (TS) TO ALL DENUDED AREAS NOT
TO BE LANDSCAPED, PAVED OR FINE GRADED FOR A PERIOD
OF OVER 60 DAYS TO I YEAR. FOR AREAS NOT TO BE FINE
GRADED FOR OVER ONE YEAR, PERMANENT SEED (PS) AND y
MULCH (MU) SHALL BE APPLIED.
LIMITS OF CLEARING
AND GRADING
X,
m
F
4,
r
J
, xd
J,
41 4
V, ,
`555 'vV E ST I" Ir.:_1D
'j
VIRGINi A FAMILY CENTER CIO NJ. BRINKMAN IN,-'
S F
"4
<
-6
:j
U., i i__D
J 11 t,
(2 PP,1 RC 1` L JTJ
LIMITS OF CLEARIN '1:. 1_ D Pi D
,AND GRADINIG e.Uf�'? IE 1 A L_ 1— 0 t_j 1\ I 1:-t C',J 1'�I C
! ,
<
-QIW-102•J[CJ'
;
e\,"11,�IE-W C' -2
PAVRCEL B-2 Id".
.Z
�:1
__915 U-. 662 0
D;3
;A
I. V1 6 PVC if, L?t_
4
'Rt-'( A. JrM tJ E 11�
- TER L 7
'EUGEINE C, OR &EVE _LSON
ER L:A
SF
T -ALL
P
R E N r _ )p
DAL NEW 1 -1/2" '_ (. - P
-F(P-r_ K WA' '
IE.R K
DNE'
D C -I -9:' 8' PARKIIl,IG
Zf,
TYP,
L
VJ
n
X,
</
i N A
ME"F�
+
T S M f
.--Curb
Inlet
iEIN -7 S�_
EX.
OCAT�t,j
Wire Screen oncrete Block
Gravel Filter
4
A
k
Runoff Overflow -filtered Water
Water with
Sedimen=== s'.a : o
Illi�E_1711 TO
#
Ilj =11111
4
S67dimen EX
Wire Screen __11111
2'x4" Wood Stud Curb Inlet
Specific Application
This: method of inlet protection is applicable at curb inlets
4�
where an overflow capability is necessary to prevent excessive
ponding in front of the structure,
BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER
HY'L;RANJI"
A 'f-`R0)X. L.00A"!0'J
r' it0)X.
32 2` . , ) P'' 1
L ()N
"K
LIJ
7' 1.
rp
V
(J)
,,r
X 0
A
o"
z
A.
W
%
r
CL
HY'L;RANJI"
A 'f-`R0)X. L.00A"!0'J
r' it0)X.
32 2` . , ) P'' 1
L ()N
ell -
13
_MA Uijx.
l A T i I IR, I --------- --- ---- ---- -------
r._-El,IT OF F
DEAR Ti\,1f.-_,',1T OF PLANINING �,ND
DEVEL.QPf,/IEN1'
DEPART0--INT OF ZONING
tFIRE OFFIr-ER
\/IiRGINIA D'EPARFP.*E,'i-i' Of:
)A'r L
D A'F E
r -'ATE,
"K
LIJ
7' 1.
rp
r
(J)
,,r
X 0
A
o"
z
%
r
CL
V)
0
14,
LLL
j
>
21
ell -
13
_MA Uijx.
l A T i I IR, I --------- --- ---- ---- -------
r._-El,IT OF F
DEAR Ti\,1f.-_,',1T OF PLANINING �,ND
DEVEL.QPf,/IEN1'
DEPART0--INT OF ZONING
tFIRE OFFIr-ER
\/IiRGINIA D'EPARFP.*E,'i-i' Of:
)A'r L
D A'F E
r -'ATE,
F) M' E3
89 21,51 0-1
20 3
4,1041AFI PROJE
LIJ
rp
r
,,r
X 0
F) M' E3
89 21,51 0-1
20 3
4,1041AFI PROJE
/
�
/
- � xx
�'
y <C,
' `\.
` |
15,,)
51f r`
'�)/~�...� .�N�-�
- .
'
+~
EL.
= ELEVATIOM
EX. - E°^='^'`~
= INVERT
PP = POW17R POLE
= DROP INLET
,
OHE = OYE RME*u E L
4.
UGE =UNDERGROUND
ELECTRIC
FL = FENCE LINE
MADE HEREAFTER REFERS
PL = PROPERTY LINE
x
MH = MANHOLE
OF TPANSPOF,TATIOI'll . THE TERM
SMH = qGH1|��Y no
.
WM = WATER ME|ZE,M
OF ALBEMARLE, VIRCINIA.
WL WATER LINE
SLOPES AND DISTUR8ED AREAS ARE TO BE FERTILIZED, GEEDED
EP = EDGE OF P(AV
|
F.Q.C. = FACE OF
ydlruf "
TC TOP OF CUR
INCLUDING CO%NECTION TO ANY
SAN. = SANITARY
ARE
TMP = TAX MAP PARCEL
CDNSTRUCTION SHALL BE OBTAINED
B.M.
^
`
= BENCHMARK
EL.
= ELEVATIOM
INV.
= INVERT
Dl
= DROP INLET
,
6° CONCRETE'
4DCE
17
�[lN
��//,w`E`E ,n
| | COkJP/\r1TED SUBGR/\DE
O/N-SITE PAVEMENT
�
n/�5 �
�L C-ONCRETE SIDEWALK
Acaj �Fitei� ^
.
ALL
PA�I�B AND DRAINAGE RELATED MATERIALS AND CQNSTRUCTlUN
�
!
METHODS
it .11 CONFORM TO CURRENT 3PECIFlCATIONS AND STANDARDS
T
^� �-
OF
V.�.D.T. UNLESS OTAERW1SA NOTED.
4.
EROSION
AND SILTATIO� CONTROL MEASURES SHALL BE PROVIDED IN
l. THE ABBRE�IATION V.D.O.T.
MADE HEREAFTER REFERS
TO THE
x
VIR�I��IA �EPARTMENT
OF TPANSPOF,TATIOI'll . THE TERM
COUNTY
.
REFERS TO THE COUNTY
OF ALBEMARLE, VIRCINIA.
�EYY H/2^ TSuQV
SLOPES AND DISTUR8ED AREAS ARE TO BE FERTILIZED, GEEDED
2. PRIOR TO C�MMENCEMENT
OF ANY CONSTRUCTION WITHIN
ANY EXISTING
P18LIC RIGHT-OF-WAY,
INCLUDING CO%NECTION TO ANY
EXISTING
ARE
ROAD, A PERMlT FOR SAID
CDNSTRUCTION SHALL BE OBTAINED
FROM
DRA[NAGE IMLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSIO�.
V.D.O.T'
PAVED
�
~--�°
3.
ALL
PA�I�B AND DRAINAGE RELATED MATERIALS AND CQNSTRUCTlUN
IN ' A T-
^x�'u` `.� �� ~
S: |ZED BY CSA)
METHODS
it .11 CONFORM TO CURRENT 3PECIFlCATIONS AND STANDARDS
T
^� �-
OF
V.�.D.T. UNLESS OTAERW1SA NOTED.
4.
EROSION
AND SILTATIO� CONTROL MEASURES SHALL BE PROVIDED IN
PROPOSE�� O SPACES
ACCOR
SION CONTROL PLAN AND MUST BE
lMST�LLED
PRlOR TO ANY CLEA�IMG, GRADING OR OTHER CONSTRUCTION.
+'
£�� ^ '
.
.
\�'.
�EYY H/2^ TSuQV
SLOPES AND DISTUR8ED AREAS ARE TO BE FERTILIZED, GEEDED
i5 SETBAC�S:
^
AND
MULC�ED. MAXI�U� ALLOWABLE FILL OR CUT SLOPE IS 2:1.
UJ
ONA8LY O8TA%NABL� LESSER SLOPES OF 4o1 OR BETTER
BUlLD1��� � i. FROM PU8LIC
ARE
TQ BE ACHlEVED.
6.
ALL
DRA[NAGE IMLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSIO�.
7.
PAVED
OR RlP-R&P Li�EU Dl��[H MAY BE REQUIRED WHEN lN THE
~--�°
OPl�1O��
�F THE DIRECTOR �F ENGINEERI�|G, QR HIS DESIGNEE ,
51 DE RI T
IT
CHA�NEL.
IS D[EMED NECESSARY IN ORDER TO STABILIZ� A DRAINAGE
8.
ALL
T�AFFlC CONT(/OL 3lGNS 3HALL CONFORM WITH THE VIRGINIA
MAP'iU�L
FOR UN1FORM TRAFFlC CONTROL DEVICES, LATEST EDITION. 0�
�
9. U;L�C�P[PE 1SHALL bE REIWFORC�D
Cu
11. ALL EXCA�ATlO�� FO�i ��|�LHGRD�HD PIPE I�STALLATION MUST COMPLY
(�9 GFR
��lLlTI�3 ACRO3S OR ALONG THE LINE
OF Ti{[ ��Gy��Lr �u�1 �;� /<�T A�CLC��AklLY �HO�M ON THE PLANS
4 U�LY �PP/lOXlMATELy CO�RECT. THE CON -
UNDERGROUND
N[CE�_A;Y.
1�' CONTRACT�R S�.\LL V�R��Y ��[ATlON OF ALL BOUNDA�IES, DUILDINGS,
14. �HE CCNTio`Ll�U/ 3HALL B[ R[3PO�GIBLE FOR NOTIFY[NG "MISS
U|lLlTY^ (l -8o0-552-7001}'
15. [ONT�UR JNT[kVAL FT
^ 16. OUTDOOR LI|HTlNG TO 8E DIRECTED TOWARD THE SlTE AND `
AN0v [!';M �DJ��7NT P�OPEkTIES A�D ROAED DWAYS.
L� Ai�T�'�NL� ^��D k�PLAClF ANY
SHOULJ UIE'
�
STONE
19NG DE� �
TO UE� �,5')0 PSI �ONCRETE
�T T� DE: V.�.O.T. SPEC. WHITE, 4" WIDE STRIPES.
22. /� ����)Nl 'LOW Al NEAREST FIXTURE: 3,4C GP� at20 PSI
�Tv=�SlDUAL.
�|i �/!�LL 8E HANDLED By ON S|TE DUk�PSTER.
PROJECT DATA
PII'll-535 W/ESTF|ELD R0/lD
2' OWNER/DEYELOPER' VIRGINIA FAMILY CENTER, C/O N.T. BR|NKMAN, INC.
' QUEEN CHARLOTTE SQUARE
20l EAST HIG�f STREET
CHARLOTTESVILLE, VIR�INIA 22�O1
3. DESCRIPT�ON: T�X MA� 6lW -02 PAR[EL
ADD�ES3: WESTFlELD ROAD `
AL8EMARLE COUNTY, VlRGINIA
4. 8O�MDA�Y AMD TUPOGRAPHY GLOECKNER AND OSBORNE, IMC.
DECEMB[!�
BEI'd CHMAR|� CHISELLED SOUARE ON THE SOUTMEAST CORNER' OF
[}lST�kG DRDP INLET ON THE NORTH S1DE OF
WE6T/|LLD ROAD, ELEV. 439.83
5, DATUM : U.S.G,�'
6. MAGISTE�IAL DI�. `LCT� C�ARLQTTESVlLLE
7. lONING: C-1
8. PRESENT USE� V���[
'
9. PROPOSED USE� O| [[E
10. SITE AREA 32060 � 0.736 ACRES `
' 11. DEVELOPM[NT STA''�
BU1LDING
PAVEMENT . 9,� SF 47 %
OPEN SPACE 24 SF 41 Z
12' NUI'll 8ER OF STOR]\ � .e �N
�
�
� ^ -
-'
.-'
`
`
IN ' A T-
^x�'u` `.� �� ~
S: |ZED BY CSA)
+ x��\
,
T
^� �-
/ .
\ ` /I7/_*, 4jl�T
AY`'
xx«� '
PROPOSE�� O SPACES
0
+'
£�� ^ '
\�'.
�EYY H/2^ TSuQV
i5 SETBAC�S:
^
UJ
BUlLD1��� � i. FROM PU8LIC
^
PARylNG� ! T FROM PU8LIC ROADS
~--�°
��
51 DE RI T
~''
']
CL
��� ��r� ��D��{��iTA\� A �/�ER �P��
'
4-PX-!k4TE
W[ THE UNDERS1 ��ED DEVELOPER (S} U�DER�TAND TH�T
APPROV�L OF
| | 1
°�
(J-)
TH PLAN BY T1 -i[ COUNTY OF ALBE�A�LE �OES �OT
1,jECESSARILY
---�~
| ' |
| ! |
LOCA FION
�NDI�ATE VlRG] �1� ��P�|/Ti1ENT OF T�AWS�ORTATION
(V.
~~�-~
-
_ _ _
APPF�OVAL OF T��L F1 A�(. APF`��OVAL OF TH[ PLAN 8Y
THE COUi�TY
~�
DOES NOl l|; ANY WAY [�ELlL�VE ME O|� �!Y RECP[/NSIBILITY
I|�
~�
��
OOTAI�IHG FINAL v. D. O. T . �|'pRUV�L PRIOTO TH[
IS5U0NCE OF
BUl�-D] kM1.TS �ND/�i� CEkT 1FiCATE!� OF O[E I
HCY
������
i . �
| | |
V)
"O'L/
4���7
| ._._~
0)
4�2Z
~
`
4 �,?J./
/
SYrIBOL
COMMON NAMEr
HEIGHT
��
7'T'PE
.V��
�7(�7���_
77}�
el
5jA!
���� i7i/r � f
Cf
Cornus florido
Flowering
5 - 6'
1-1/2"
D&8
5
Dogwood
�»
{c
Um crenata
Japanese
gal.
19
Holly
lo
Dex opaca
American
5 - 6'
i-1/2"
8&B
2
Holly
.
.
°�rl`'
�
Jp
Junipercms
Nick's Compact
-'
i8
gai
'
5
'
^ ~
f��i]
pfitnr
� Juniper
�
JY� //; 42�y
Pc
Pyrus
Bradford
0 - 12'
1-3/4"
8&B
4
V�'
��L/! 4/f('�
calleryana
Pear
'y
Ps
Pinus strobos
Eastem White
6'
1-U2"
00
20
�
.
X. R �V
'
H`YDRAMT
' Px
Moo
'�
APPR0X LOC�T!()�
Prunus x
White Weeping
5- 6'
- U2"
B&B
J
'
ST4TUC |OO Ft3
'
white fountain
Cherry
`?--EX. 8~ WL
�
�
Ym
Yimaminor
Periwinkle
-
-
2 gal.
y
FL(DVY 3240 QPW 0 20 PSI
13. 8UlLDING HEIGHT: �� rT
�
14. PARKING REOUIRE� ���� NET �c »| SP4CE/2�] SF
=32 �P4��S
PROPOSE�� O SPACES
0
LAJ
°
i5 SETBAC�S:
^
UJ
BUlLD1��� � i. FROM PU8LIC
^
PARylNG� ! T FROM PU8LIC ROADS
~--�°
��
51 DE RI T
~''
']
CL
��� ��r� ��D��{��iTA\� A �/�ER �P��
W[ THE UNDERS1 ��ED DEVELOPER (S} U�DER�TAND TH�T
APPROV�L OF
| | 1
°�
(J-)
TH PLAN BY T1 -i[ COUNTY OF ALBE�A�LE �OES �OT
1,jECESSARILY
---�~
| ' |
| ! |
�NDI�ATE VlRG] �1� ��P�|/Ti1ENT OF T�AWS�ORTATION
(V.
~~�-~
-
_ _ _
APPF�OVAL OF T��L F1 A�(. APF`��OVAL OF TH[ PLAN 8Y
THE COUi�TY
~�
DOES NOl l|; ANY WAY [�ELlL�VE ME O|� �!Y RECP[/NSIBILITY
I|�
~�
��
OOTAI�IHG FINAL v. D. O. T . �|'pRUV�L PRIOTO TH[
IS5U0NCE OF
BUl�-D] kM1.TS �ND/�i� CEkT 1FiCATE!� OF O[E I
HCY
������
i . �
| | |
V)
----------�-�-- - — ---` ---�--- ------- --
D[VLLOP[R
^-i- -u'
--- --�`� !�
/ DA�E
| ._._~
0)
LANDSCAPE PLAN ONLY
THIS PLAN IS PROVIDED FOR LANDSCAPING ONLY.
NO CONSTRUCTION OF SITE FACILITIES OR -GRADING
SHALL BE ACCOMPLISHED USING THIS PLAN. A
SEPARATE SITE GR DING AND LAYOUT PLAN HAS
BEEN PROVIDED FOR THESE ACTIVITIFS.
[ \{|i
�
0
LAJ
JOB Nu M B
89-251-01
�
�
.
/�
`� [^�
~�~� [_ `~~��
| ��