HomeMy WebLinkAboutSDP200700132 Plan - Other (not approved) 2007-11-01�
Q� DOT IF
�J
/ C
FUTURE SITE WORK NOTE
ALL FUTURE IMPROVEMENTS ARE AS INDICATED ON THE ORIGINAL
APPROVED SITE PLAN.
ALL REFERENCES TO FUTURE DEVELOPMENT ARE NOT FOR REVIEW AT
THIS TIME. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL
OF ANY FUTURE FACILITIES, INCLUDING BUT NOT LIMITED TO
STRUCTURAL, PAVING OR STORM WATER MAINTENANCE FACILITIES.
ti~ 11/' VDOT IF
tL � 1 \ \��
R=682.53' `--- \
A=409.65'
T=211.20' / TQ00R � \ \ 5
li
C=403.53' / \ CONSTRUCTION—
DELTA=
34'23'18 sy EASEMENT \� \
DELTA= 34'23'18" _ j// � � o \'--•___
PERM.
DRAINAGE
ESMT.
(D.B. 938-57)
FENCING &
PLANTING
EASEMENT
(D.B. 1015-506 &
D.B. 985-644 PLAT)
Q O
rn
r�
`O
O
�ry
W W
�N�=
CD 1--
�C)
�
00x I Lo
0 C7 O>
Z
Ld
x
1--
Cf)Q
m�m�
O~
ry
3
_
Lu
Z
Q
Z
d
EASEMENT
AS DEFINED IN
(D.B. 1092-441)
D� \1-695 \ ��� VDOT IF
/ / / I \ \ RESERVE DR)A NFIELD�Af2E� \ � -
PER 2004 PERMIT\ \ y -
l /lI i \ -------
UNDISTURBED
LST �SRACES I WOOIS DRAREA \ -•____ \
— _
TMP 45-lBA2
COMMONWEALTH OF VIRGINIA
VDOT RIGHT OF WAY DIVISON
D.B. 1961 P. 695
2" SM -9.5A PAVING
6" INCHES CRUSHED STONE
VDOT 21-A SUBBASE
UNDISTURBED CUT OR
COMPACTED FILL
PARKING LOT PAVING SECTION
NOT TO SCALE
N �N
N if N
* N
.* X600—
*
>k
* \ **UTILITY
aF ESMT.
* _ 1961-695
APPROXIMATE
LOCATION
OF GASLINE
EASEMENT
D.B. 1751-675,
D.B. 423-368,&
I
2" SM -9.5A PAVING
8" INCHES CRUSHED STONE
VDOT 21-A SUBBASE
UNDISTURBED CUT OR
COMPACTED FILL
THIS SECTION TO INCLUDE TURN LANE, 2
TAPER & EXTEND TO BACK OF 25' RADII.
ENTRANCE PAVING SECTION
NOT TO SCALE �O���ati
O'
UTILITY
ESMT.
D.B. 1961-695
UTILITY ESMT
D.B.1508-161)
SITE PLAN AMENDMENT NARRATIVE
THIS SITE PLAN IS SUBMITTED TO ADDRESS VARIATIONS
BETWEEN SURVEYED AS -BUILT CONDITIONS AND THE
CURRENT APPROVED SITE PLAN OF RECORD REVISION
DATED 06-15-04. INFORMATION IS TAKEN FROM A FIELD
SURVEY PERFORMED BY THOMAS B. LINCOLN LAND
SURVEYOR, INC. DATED, 31 OCT. 2007.
1. THE BUILDING IS SHIFTED WEST 4'-10" AND SOUTH 1'-6'.
THE BUILDING IS WITHIN THE BUILDING SETBACK LINES.
2. THE SOUTHERN PARKING LOT PAVING IS APPROX.
2'-0" LONGER TO THE EAST. THE FIRST SPACE TO THE
EAST IS SRIPED APPROXIMATELY 4'-0" OVER TO THE WEST.
PARKING STRIPING IS SLIGHTLY UNDER 9'-0"
3. ISLANDS AND PARKING IN THE CENTER OF THE
PARKING LOT ARE SHIFTED WEST APPROX. 3'-0".
4. THE NORTHERN PORTION OF THE PARKING LOT IS
SHIFTED APPROX. 2'-6" TO THE EAST. SOME VARIATION
OCCURS IN PARKING STRIPPING (PARKING SPACE
WIDTH) THROUGHOUT THE LOT.
5. THE EASTERN END OF THE PARKING IS CONSTRUCTED
APPDXIMATELY 3 FEET LOWER IN ELEVATION THAN THE
NEW CONTOUR LINES INDICATE.
6. THE NE GRAVEL PARKING AREA CORNER IS LOWER
THAN GRADE TO THE WEST. DRAINAGE OCCURS FROM
NE TO SW.
7. RIP -RAP IS ADDED TO THE OFF-SITE DRAINAGE DITCH
LOCATED TO THE NORTH OF THE PARKING AREA.
8. THE PARKING AREA DRAINAGE SWALE HAS RIP -RAP
ALONG ITS ENTIRE COURSE.
9. (2) DRAINAGE BASINS CONNECTED TO AN 18" PIPE
ARE ADDED ALONG THE NEW SOUTHERN PARKING
CURB. DRAINAGE PROFILES, COMPUTATIONS,
DRAINAGE MAPS 8, INVERTS ARE ATTACHED.
10. AS -BUILT UTILITY LOCATIONS AS WELL AS BUILDING
ROOF AND FOUNDATION DRAIN PIPING ARE SHOWN
FOR RECORD.
70 .2.08% +A �`�� , 70
v
Z
Q
IL
w
OL
0
Lu1
Lu
Q
LuJ
Dex A. Sanders
Architect
16102 RACCOON FORD RD
CULPEPER, VIRGINIA
t 540-829-2590
f 540-829-2591
rl
M Z
n �
F-
w O
� U
O J
Qv �
N Lijw
m
J
Q
DEX A. SANDERS
Uc. No. 8814
UP VDOT IF - - - - - - _ UP - REVISIONS.
65
CURB &GUTTER 65 Q 11-28-07 COMMENTS 11-1207
21"
21" �% CONC. o
\ PERM. DROP POPE • R=4274.08' PIPE
DRAINAGE O INLET A=110.29' STORM w
ESMT. CONC.
DROP TOP=566.94 T=55.15' MANHOLE
(D.B.1508-161) INLET PIPE CL INVERT=562.1 PELRM. DROP C=110.28' 27" TOP=569.4 0 -
DRAWN
AIPNAGE INLET CB=S56'34'54"W CL INVERT=563.7 _.
TOP=566.49 ESWT. TOP -567.35 DELTA= 1'28'42" PIPE o N N CHECKED
CL INVERT=563.1 - - PIPE 00 04 (� SCALE 1`=300 U.N.O.
(D.6.150E8-161) CL INVERT=562.0 , 0; o
gl II I DATE: 11-01-07
HYDRAULIC ROAD __.
STATE ROUTE 743
o.> > O PROJECT #: 0105
EL a- I
(D.B. 1508-159 & 0+00 0+25 0+50 0 � SITE PLAN
HWY P.B. XII -237) PHASE 1
ENTRANCE TRAVELWAY PROFILE N O
SCALE: HORIZ. 1"=30' 0- N
VERT. 1"=5' Q a- C 1 .0 1
� V)
- - __ -14 -----------------1---
/--r--
UNDISTURBED
/
/ 14 WOODED AREA
/
/ /
/
7—
/
PB
I
VEPCb ES T.
/
D.B. V0-533
/CHURCH
I
/ /
TMP 61-11A
OF JESUS CHRIST
OF
D.B. 3347.LATTER-DAY SAINTS
D.B. 3347 P. 619
D.B. 1872 P. 335 COMM. OF VA
D.B. 467 P. 570
/
/
LEGEND:
GN
BC=SIBOTTOM OF CURB
BIF = BENT IRON FOUND
Uq
/ /
BW = BOTTOM OF WALL
CO = CLEAN OUT
FF= FINISH FLOOR
IF = IRON FOUND
LP = LIGHT POLE
L —
— — — — /J
PB = PIPE BOLLARD
SDMH = STORM DRAIN MANHOLE
—
TC = TOP OF CURB
/
TW = TOP OF WALL
/ /
I
UP = UTILTIY POLE
RD = ROOF DRAIN
LIGE = UNDERGROUND ELECTRIC
I
UTILITY ESMT
D.B.1508-161)
SITE PLAN AMENDMENT NARRATIVE
THIS SITE PLAN IS SUBMITTED TO ADDRESS VARIATIONS
BETWEEN SURVEYED AS -BUILT CONDITIONS AND THE
CURRENT APPROVED SITE PLAN OF RECORD REVISION
DATED 06-15-04. INFORMATION IS TAKEN FROM A FIELD
SURVEY PERFORMED BY THOMAS B. LINCOLN LAND
SURVEYOR, INC. DATED, 31 OCT. 2007.
1. THE BUILDING IS SHIFTED WEST 4'-10" AND SOUTH 1'-6'.
THE BUILDING IS WITHIN THE BUILDING SETBACK LINES.
2. THE SOUTHERN PARKING LOT PAVING IS APPROX.
2'-0" LONGER TO THE EAST. THE FIRST SPACE TO THE
EAST IS SRIPED APPROXIMATELY 4'-0" OVER TO THE WEST.
PARKING STRIPING IS SLIGHTLY UNDER 9'-0"
3. ISLANDS AND PARKING IN THE CENTER OF THE
PARKING LOT ARE SHIFTED WEST APPROX. 3'-0".
4. THE NORTHERN PORTION OF THE PARKING LOT IS
SHIFTED APPROX. 2'-6" TO THE EAST. SOME VARIATION
OCCURS IN PARKING STRIPPING (PARKING SPACE
WIDTH) THROUGHOUT THE LOT.
5. THE EASTERN END OF THE PARKING IS CONSTRUCTED
APPDXIMATELY 3 FEET LOWER IN ELEVATION THAN THE
NEW CONTOUR LINES INDICATE.
6. THE NE GRAVEL PARKING AREA CORNER IS LOWER
THAN GRADE TO THE WEST. DRAINAGE OCCURS FROM
NE TO SW.
7. RIP -RAP IS ADDED TO THE OFF-SITE DRAINAGE DITCH
LOCATED TO THE NORTH OF THE PARKING AREA.
8. THE PARKING AREA DRAINAGE SWALE HAS RIP -RAP
ALONG ITS ENTIRE COURSE.
9. (2) DRAINAGE BASINS CONNECTED TO AN 18" PIPE
ARE ADDED ALONG THE NEW SOUTHERN PARKING
CURB. DRAINAGE PROFILES, COMPUTATIONS,
DRAINAGE MAPS 8, INVERTS ARE ATTACHED.
10. AS -BUILT UTILITY LOCATIONS AS WELL AS BUILDING
ROOF AND FOUNDATION DRAIN PIPING ARE SHOWN
FOR RECORD.
70 .2.08% +A �`�� , 70
v
Z
Q
IL
w
OL
0
Lu1
Lu
Q
LuJ
Dex A. Sanders
Architect
16102 RACCOON FORD RD
CULPEPER, VIRGINIA
t 540-829-2590
f 540-829-2591
rl
M Z
n �
F-
w O
� U
O J
Qv �
N Lijw
m
J
Q
DEX A. SANDERS
Uc. No. 8814
UP VDOT IF - - - - - - _ UP - REVISIONS.
65
CURB &GUTTER 65 Q 11-28-07 COMMENTS 11-1207
21"
21" �% CONC. o
\ PERM. DROP POPE • R=4274.08' PIPE
DRAINAGE O INLET A=110.29' STORM w
ESMT. CONC.
DROP TOP=566.94 T=55.15' MANHOLE
(D.B.1508-161) INLET PIPE CL INVERT=562.1 PELRM. DROP C=110.28' 27" TOP=569.4 0 -
DRAWN
AIPNAGE INLET CB=S56'34'54"W CL INVERT=563.7 _.
TOP=566.49 ESWT. TOP -567.35 DELTA= 1'28'42" PIPE o N N CHECKED
CL INVERT=563.1 - - PIPE 00 04 (� SCALE 1`=300 U.N.O.
(D.6.150E8-161) CL INVERT=562.0 , 0; o
gl II I DATE: 11-01-07
HYDRAULIC ROAD __.
STATE ROUTE 743
o.> > O PROJECT #: 0105
EL a- I
(D.B. 1508-159 & 0+00 0+25 0+50 0 � SITE PLAN
HWY P.B. XII -237) PHASE 1
ENTRANCE TRAVELWAY PROFILE N O
SCALE: HORIZ. 1"=30' 0- N
VERT. 1"=5' Q a- C 1 .0 1
� V)
nnunumunu
CRUSHED2" SM -9.5A PAWNG
STONE
VDOT 21-A SUBBASE
2" SM -9.5A PAVING
_8" INCHES CRUSHED STONE
I-ll=1 VDOT 21-A SUBBASE
UNDISTURBED CUT OR �j UNDISTURBED CUT OR
- III -
COMPACTED FILL =IIII LI COMPACTED FILL
PARKING L 0 T PAVING SECTION
NOT TO SCALE
THIS SECTION TO INCLUDE TURN LANE,
Q2�' OT IF TAPER & EXTEND TO BACK OF 25' RADII.
q / ENTRANCE PAVING SECTION
~ / / NOT TO SCALE
2
TMP 45-18A2 APPROXIMATE
/ I VDOT.IF COMMONWEALTH OF VIRGINIA LOCATION
/ J/1 \ MOOT RIGHT OF WAY DNISION OF GASLINE
D.B. 1961 P. 695 EASEMENT
R=682.53'
�/ \� D.B. 1751-675,
A=409.65' / /
/ \ "- _\ a
_ \ � D.E. 423-368, 6
C=403 53' TVMPORARy 5 \ D.B. 290-554
CB=N23-28'13"W / ``z CONSTRUCTI�1d� �`` X80
DELTA= 34'23'18" fil / 1 Sg0 \ EASEMENT \ ---'-�� O, /
\ \ D�B . X961-695 \� VDOT IF
RESERVE DRTTNFIELD�REA\
PER 2004 PERM11\ �\\ /' \ UTILITY
' i �...-,--• _ ESMT. / I
.B. 1961-695 / UTILITY
\
PERM. UtADISTURBED\---•J 20' 96
_ _ ESMT.
6 TUT,SRACES WOODED AREA D.B. 1961
-695DGE
ESMT
--'- �------ �--------~�------------mss
(D. B. 938-57) / / '� PORTION OF LOT\ \ L
\TMP 8.1 1 E las P CES TD�AL\ -� ` _ / / =T 4".
/- -
.285 /--.'=
FENCING & / \ II ¢ \ \ 14 FUTURE SPACE - _ \ LIe%�==��_---------
7-7
PLANTING I /_ \/ ,\eat \ I I \ \ �N�. �_L - -- J - ----T-- -! - i- --------
EASEMENT ---{ I \ ti \ \ 000 SEf-BA1CK- I I j�--� �- _ /
(O. B. 1015-506 6 I (1 \ - - -
/ Y \ \ I j \ I \1 \ \ 14 FU SPACE i f 15 SPCES`�0%- _ -I ( 5-FNT. S2ACES
D.B. 985-644 PLAT) I I�1 � \
ALBEMARLE BAPTIST�CHURCH / 58 .1- - - - - - I- - X8431 - - - IUGE -585:.}6_ _585.1t�
D.RB• 223342 P. 49 B PLAT / / 581p55 r I (14) D TR IN 5 X 8"7 EES 'STUBOUT _ 585A0
1 I D.B. 1015 P. 513 I YIL'
D.B. 1015 ii -
I q Lj1 T _ _ _ _ 584.83
f � Y�506 5 1.6 5 3 3 a\ 584.20 J /
q( \ \ _ _ _ _ _ _ _ TC > I l__
r -----
w / I= I� "1 14 `�pArrc ^ z.a 1 ls�
C 5 ES I /---------�
(IO L � 579.6 I \ / / / / /UNDISTURBED - -
2 - �21P P�tTCH _ - UP L I / /
Q am) canID� ya 4 FUTURE SP CES \ LP 9,o Lp uGE (FIYP.) LP WOODED AREA
ru Ln 3-Q S 15 SPTCE 5 PA ES ¢ rn / /
IDI O) I I I Iu 57 .81 I EDGE Of AVEMENT 576.11 578.04 580.90 5 .26 583.34 " m 583.57 584.34583.93 / _ _ _ /
W W 014E-IlD I I II I \TC PARN ASPHALT
TC I 0 //�
0� o0x �, Imn I � 1- ¢ ¢�¢ �\ ¢-�-a c ¢ ¢ ¢ ¢ ¢171 -¢ A --car (L_1S
I I All e S TOP=582.20 TOP=582.3 WASE 1 = 71 SP CES
F, (D ID .'D> ( 573.30 \ B
Of �+D70) I I $IIQSR 1 INV=578.60 INV=579.3 WHEEL 583.6
H d m I I I I II I \ \Sj 9 FUTURE'ACES \ HC HC HC HC S E B 4 S I / PB
_j<0304 I 1- �`I I I @, .�------�OVle--- - _ __ _ _ _ _ _ _ = C SB 45 a 583.20
per.-= I I I O------_------�J11Y4-- -
y,�� 281.80' 673.1 'i� 80.97 S / / / / /
rN 3 I I III \ DII=== ___ - /
_ RD - II
56� p RMANENT UT4+41N ESMT' `�
FF C m III WOODLINE / / D.B.A10-533
z
N 583.02
w O I I I no 4 / / / / / TMP 61-11A
INV OUT 1 STORY FRAME Y / CHURCH OF JESUS CHRIST
g n \ 6"PVC \ WITH BASEMENT Ta I \ / / // / /"\ OF ATTER-DAY SAINTS
1 573.85/ 1 9 D.B. 3347 P. 623
z ONC.I HVAC UNITS \ // / / /7 D.B. 3347 P. 619
\> II < UPPER FUND TION FF AD FUTURE
` / / / / / / / D.B. 1872 P. 335 COMM. OF VA
F- 1 DRAIN = - CO 571.29 571.29 / / / / \ D.B. 467 P.'570
MULTI-PURPOSE / i
m I BUILDING
..< I II 281.5C FU HUMP I PROP. LAWN
UNDISTU BED SAn ASE 3
�n NC ARY
24" 1 w � I WOODED REA P E 2 �R"'t I I I I +
I I I I / I 57INVE0.76
Z / Ac
IN- IPOIPEI \\ I I \ oyll I I ----- '� III WOODEDRBED
560.21 ,1_11 h \5"N z o 1 \ voll 1 FUTURE PATIOS q
/
r �--T I 3 Y I A r DI -1 1 \ >� II ` \ ^ INV IN P_
m W
T=5 4 2 569.76
r1 I II / II //� 7 LEGEND:
II I \\ WI �\ 1 AC65o Flce) 1` \ II//i \� �5=2✓1/ II ` / / / / BC _
S = SIGN
\N 1 \ \ \ PE / --M OF CURB
i I / 1 / / / / 1 BIF = BENT IRON FOUND
-1576 U� BW = BOTTOM OF WALL
= CLEAN OUT
FF FLOOR
IF FINISH
FOUND
PP =
- - - > m LO`T�R FOU I V OUT / / y B = PIPE TBOL ARD
POLE
NV 0� /sT� zaC- _ - _ m\ - 7$' BLDG. SETBACK 6"PVC _ l _ _ _ _ L --- �-7 I SDMH = STORM DRAIN MANHOLE
\ WELL -�_ _- c `----- --- TC - TOP OF CURB
4 UIo £ L--\\�� \� -- _ -\ - - \ m 'w $7€3�------ / / / j / / I TW - TOP OF WALL
1 ,9 UP - UTILTIY POLE
r Z O Z ` IGN \� 92 \ I \ \S>q m \ / RD =ROOF DRAIN
UDE = UNDERGROUND ELECTRIC
g A N A p \ �� G I \ \S1 \ UNDISTURBED
EASEMENT Z -+a 1 1` \ S��\\ \ Ssg O WOODED AREA
n 1 �� \ U ISTURBED
AS DEFINED IN A n \\ \
(D.B. 1092-441) rn -' m \ _ \ \ DROP NLET 18" WO ED AREA 1\ 1
TOP=5
INVERT=563. POIPE \ `� \ / / / DUTILl TY ESMT
.B. 508-161)
woT�p ��1 3 11 \\\ 70 2.085% X70
-DP--rJ
\ �-- � -.VDOT IF I I I � UP v
CURB 6 GUTTER ] 65 65
/ 21"
SIGN 231.. �\ CONC.
PERM. 21.• DROP CWNC. \I R=4274.08' PIPE Q
DRAINAGE CONC. INLET PIIPE A=110.29' STORM O
ESMT. DROP PIPE TOP=566.94 p�M1 DROP T=55.15' MANHOLE w
(0.8.1508-161) INLET CL INVERT=562.1 C=110.28' 27• TOPNHOLE
TOP=566.49 RA:NAAG INLET CB=S56'34'54"WCL INVERT=563.7 °
CL INVERT=563.1 ESMT. TOP=567.35 DELTA= 1'28'42" CONC.
(D. B. 15083-161) CL INVERT=562.0 PIPE a 00
O q N
HYDRAULIC ROAD "
8 n u
ATE ROUTE 743 oa d
(D.B. 1508-159 6 0+00 0+25 0+50
HWY P.B. XII -237)
ENTRANCE TRAVELWAY PROFILE
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
Q
12
Lu
CL
0
Lu
Lu
0
LuI-
V)
H
J_
M
m
I
N
Q
DexA.Sanders
Architect
16102 RACCOON FORD RD
CULPEPER. VIRGINIA
t 540-829-2590
f 540.8292591
ARB & ADDED BMP - 2-19-04
COUNTY COMMENTS - 4-28-04
COUNTY COMMENTS - 05-04-04
DRAWN:
CHECKED
SCALE: 1"= 30'-0" U.N.O.
DATE:_- 11-01-07
PROJECT #: 0105
SITE PLAN
PHASE 1
C 1.0
U
U
Z
U
Z
Q
Q
w
Q
3
m
sU
O
w
WLLJ
Z
w
�(
<
w
Q
Q
Lu
W
Q
ARB & ADDED BMP - 2-19-04
COUNTY COMMENTS - 4-28-04
COUNTY COMMENTS - 05-04-04
DRAWN:
CHECKED
SCALE: 1"= 30'-0" U.N.O.
DATE:_- 11-01-07
PROJECT #: 0105
SITE PLAN
PHASE 1
C 1.0
/Z44ft'7 .
FUTURE SITE WORK NOTE
ALL FUTURE IMPROVEMENTS ARE AS INDICATED ON THE ORIGINAL
APPROVED SITE PLAN.
ALL REFERENCES TO FUTURE DEVELOPMENT ARE NOT FOR REVIEW AT
THIS TIME. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL
OF ANY FUTURE FACILITIES, INCLUDING BUT NOT LIMITED TO
STRUCTURAL, PAVING OR STORM WATER MAINTENANCE FACILITIES.
VDOT,,I�F
A=409.65'
T=211.20' / TE�IViPOR
C=403.53' / CONSTRUCTIO
C8=N23'28'13"W � 1190 \ EASEMEN � \ \---
DELTA= 34'23'18" _ f//
-,EASEMENT
PERM.
DRAINAGE
ESMT.
(D.B. 938-57)
FENCING &
PLANTING
EASEMENT
(D. B. 1015-506 &
D.B. 985-644 PLAT)
Q O
Ir,
CD
O
PIPE
R-4274.08'
A=110.29'
0 �
I
� O
cfl r�
Ln
co x
Or-
0
03 a)
Z
J~
13 x
�
G7�D6m
O
� =>_
tY U
3
27
_
Lu
z
Q
z
w
M
0O
EASEMENT
AS DEFINED IN
(D.B. 1092-441)
111-695 \ VDOT IF
/ / /I RESERVE DRAINFIELD�f2Eg �;'
\ („ \
PER 2004 PERM11\
/6 \ \
it \ Qt�4lDISTURBED
6-rb-RACES I WOO E , D AREA �---
r---------t-----------�- --------------
2" SM -9.5A PAVING
6"INCHES CRUSHED STONE
VDOT 21-A SUBBASE
UNDISTURBED CUT OR
COMPACTED FILL
ARKING LOT PAVING SECTION
NOT TO SCALE
TMP 45-1EA2 * APPROXIMATE
* **
COMMONWEALTH LOCATION
VIRGINIA �E
VDOT RIGHT OF WAY
OF GASLINE
Y DIVISION r.* *"
D.B. 1961 P. 695 .* *** EASEMENT
2" SM -9.5A PAVING
8"INCHES CRUSHED STONE
VDOT 21-A SUBBASE
UNDISTURBED CUT OR
^OMPACTFO FIII
THIS SECTION TO INCLUDE TURN LANE,
TAPER & EXTEND TO BACK OF 25' RADII.
ENTRANCE PAVING SECTION
NOT TO SCALE
** D.B. 1751-675,
* D.B. 423-368,&
D.B. 290-554
** \ UTILITY /
ESMT. /
* B. 1961-695
UTILITY
* / ESMT.
D.B. 1961-695
Z0
cv
* ue �_ - �-----------------
5�{JT, SPACE�St�
STUBOUT 98516_ _585.11 585.00
_n1
584.20 584.83
TC > _ / _ _ /
5 SPACES -7
UNDISTURBED /
P
GE (7f1P.) wLP I * / //' WOODED AREA
5 PA ES ¢
583.57 5C4.34583.93 I 9E 0 / / - - 7-
t PHASE 10= 71 SP CES
I BID
S 583.6 I
CE o I / PB
58 45 583.20
VEPCIS ES T.
*.**** D.B. V0-533 /
o WOODLINE
7MP 61-11A
/CHURCH OF JESUS CHRIST
* HVAC UNITS \ // // / / �� p LATTER-DAY347.231NTS
IC.o O.B. 3347 P. 519
* FUTURE / / / / / / / O.B. 4672 R 5705 COMM. OF VA
o MULTI-PURPOSE /
o BUILDING
o * PHASE 3
o UNDISTURBED
/ o * WOODED AREA/
LEGEND:
IGN
BC=SBOTTOM OF CURB
/ Uv / / BW = BOTTOM IRONFOUNDWAND
CO = CLEAN OUT
FF= FINISH FLOOR
IF = IRON FOUND
LP = LIGHT POLE
��,�N V OUT / / / PB = PIPE BOLLARD
,��.MIY' / /- - _ - _ L - - - _ - �J I SDMH = STORM DRAIN MANHOLE
J6'PVC - � - - / / TC = TOP OF CURB
$�� - - - - - - - - / / TW = TOP OF WALL
UP = UTILTIY POLE
OOF DRAIN
UGE=RUNDERGROUND ELECTRIC
*
FCRtvl.
DRAINAGE
UKVF'-
21 INLET
CONC.
PIPE
R-4274.08'
A=110.29'
/
ESMT.
DROP
PIPE TOP=566.94
Or-
0
0
O
T-55.15'
(D.B.1508-161)
INLET
CL INVERT=562.1
PERM.
DROP
V)
27
TOP=566.49
CL INVERT=563.1
ESMT.
INLET
TOP=567.35
Ce 5910.28' W
DELTA= 1*28'42"
C.
PIPE
(D.B.1508-161)
CL INVERT=562.0
HYDRAULIC ROAD
STATE ROUTE 743
(D.B. 1508-159 &
HWY P.B. XII -237)
STORM
MANHOLE
TOP=569.4
CL INVERT=563.7
UTILITY ESMT
).B.1508-161)
SITE PLAN AMENDMENT NARRATIVE
THIS SITE PLAN IS SUBMITTED TO ADDRESS VARIATIONS
BETWEEN SURVEYED AS -BUILT CONDITIONS AND THE
CURRENT APPROVED SITE PLAN OF RECORD REVISION
DATED 06-15-04. INFORMATION IS TAKEN FROM A FIELD
SURVEY PERFORMED BY THOMAS B. LINCOLN LAND
SURVEYOR, INC. DATED, 31 OCT. 2007.
1. THE BUILDING IS SHIFTED WEST 4'-10" AND SOUTH V-6'.
THE BUILDING IS WITHIN THE BUILDING SETBACK LINES.
2. THE SOUTHERN PARKING LOT PAVING IS APPROX.
2'-0" LONGER TO THE EAST. THE FIRST SPACE TO THE
EAST IS SRIPED APPROXIMATELY 4'-0" OVER TO THE WEST.
PARKING STRIPING IS SLIGHTLY UNDER 9'-0"#
3. ISLANDS AND PARKING IN THE CENTER OF THE
PARKING LOT ARE SHIFTED WEST APPROX. 3'-0".
4. THE NORTHERN PORTION OF THE PARKING LOT IS
SHIFTED APPROX. 2'-6" TO THE EAST. ,SOME VARIATION M
-OCCURS IN PARKING STRIPPING (PARKING SPACEc
iWIDTH) THROUGHOUT THE L011
5. THE EASTERN END OF THE PARKING IS CONSTRUCTED
APPDXIMATELY 3 FEET LOWER IN ELEVATION THAN THE
NEW CONTOUR LINES INDICATE.
6. THE NE GRAVEL PARKING AREA CORNER IS LOWER
THAN GRADE TO THE WEST. DRAINAGE OCCURS FROM
NE TO SW.
7. RIP -RAP IS ADDED TO THE OFF-SITE DRAINAGE DITCH
LOCATED TO THE NORTH OF THE PARKING AREA.
8. THE PARKING AREA DRAINAGE SWALE HAS RIP -RAP
ALONG ITS ENTIRE COURSE.
9. (2) DRAINAGE BASINS CONNECTED TO AN 18" PIPE
ARE ADDED ALONG THE NEW SOUTHERN PARKING
CURB. DRAINAGE PROFILES, COMPUTATIONS,
DRAINAGE MAPS & INVERTS ARE ATTACHED.
10. AS -BUILT UTILITY LOCATIONS AS WELL AS BUILDING
ROOF AND FOUNDATION DRAIN PIPING ARE SHOWN
FOR RECORD.
70 .2.08% +4' 0`/, �o
V
65 65
Q
0'
w
O
O
O oo 00
11 10 �
811 11
9 (L EL
0+00 0+25 0+50
ENTRANCE TRAVELWAY PROFILE
SCALE: HORIZ. 1"=30'
VERT. 1 "=5'
Dex A. Sanders
Architect
16102 RACCOON FORD RD
CULPEPER, VIRGINIA
1540-829-2599
f 540-829-2591
2
Qe
2
U
m
ILLJI
Q
Lu
L
00
ri
M z
06 j
aZ
y �
Lu O
= U
O w
� J
w
N w
m
J
Q
DEX A. SANDERS
Lic. No. 8814
A[1"1"-28-07: COMMENTS 11-12-07I
CN
Cf
DRAWN
CHECKED
SCALE.1" 30 0' U.N.O.
DATE: 1.1.01-07
0
PROJECT #: 0105
Or-
0
0
O
SITE PLAN
PHASE 1
CN
012
01.01
V)
�
OT\F
/
ARTMP 45-18A2
IF COMMONWEALTH OF VIRGINIA
VDOT,,
/ VDOT RIGHT OF WAY DIVISION
D.B. 1961 P. 695
A=409.65'
T=211.20' / � \ TVM`P@R�
C=403.53' CONSTRUCTI
3=N23'28'13"W
APPROXIMATE
LOCATION
OF GASLINE
EASEMENT
D.B. 1751-675,
D.B. 423-368,6
D.B. 290-554
LTA= 34'23'18" _ 1// S9 EASEMENT \
° D�B . X961-695 \ \ - VDOT IF
RESERVE DR)NFIELD-AREg UTILITY /
\ PER 2004 PERM11\ - - ESMT . /
\ 1961-695
\Ut4DISTURBED __- - ER /
6-'L*T,��RACES I WOO ED AREA
57) / I / / PORTf6Al OF LOT���\ s9 \-------------------
cly
- o `� \ �/ \ _ / uaoT -//-
-
\TMP 61�-1 E \ 0 QP T - - - A
\
\1185 P CES T TIAL \ 1 QP 2
X6.285 AC. \ 1 2
QP
14 FUTURE SPACE _ _ 1 \ - % - - - - -
CL
14 FU SSE I-� 15 DF ES`�OX- -- - -I- 5-HT. SPACE
v/\ I v - / 58 .21- - - - - - - - �84�1 - - - 'UGE -9'856_ 585.11 58`.5.00
I Q AI.BEMARLE BAPIIST�HURCH " STUBOUT - - • / /
D. 2342 P. 51-B PLA 1 / 581.55 cq (1 ) D TR NC 5 X 8 DEE
D.B. p42 P. 49 �'? 'v
AR \ D.B. 1015 P.
/ e 5 1.6 N 5 3.3 S 4� 584.20 584.83 J I 1 •• _ - _ _ / /
r 1 L71 1 T - - - - - - - - - - - TC > �- / ----- -
/' <I I \ \ 14 DACES_ 24'-a' °= I • i % - -
I I QP
1 S C , 5 PA ES � I • \ / / / / /
I L0 - = 579.6 - UNDISTURBED
RIP P�tTCH M L UGE (YP.) SLP / �' WOQXD AREA
4 FUTURE S 9'� 15 SP CE 5 PACES I I / / / I---
, - aL
Sy
I_
I ��I 57 .81 I E E 0 AVEMENT 76.11 5 8. 90 5 .26 583.34 583.57 84 4583.93
I TC ASPHALT TC PC • / �% /
N ¢ ¢L)I � PARKING
���� RASE 1 = 71 SP CES 3 I • / / / / /
o S TOP=582.20 TOP=582.3 m
573.30 2 QP \ 2 �� INV=578.60 INV=579.3 WHEEL 5833.6 / / •
4119 SRI 1 1 HC HC HC HC B ❑C S I PB
I I AR I \s 2 9 FUTURE AC S Q� - - - - - - _ _ _ = _ _ _ _ 6 E 582 45 4 3.;20
L- -t-1 so - - - - - - - - - - - -
I I I MT • \ 281.80' 5 3.17 80.97 DI j� _ _ _ II - / QP / VEP U EST .
I I Sg I p
RENT - - _ RD 1 / / D.B. 10-533
I I • I - = - o Co FF cc - N II \ WOODLINE
/ • _ _
R 583.02 0 11
I • _ \ GTo
p I I I INV OUT ' r 1 STORY FRAME m
( Z 6"PVC• NTH BASEMENT
0 I 573.85 \ ONC. II HVAC UNITS
I D I / \ UPPER FINDAD FUTURE
IONFF
DRAIN
RAIN_CO 571.29 571.29 MULTI- URPOSEAR BUILDING
0 -0U,; 6 m
/
PHASE 3
1 1 1 1 C3 261.5 HEAT I II
• FU UMP I PROP, LAWN n
I I ❑ a UNDISTU BED SANG ARY C I 1 1 I .} D
24 "I 11C N I • WOODED AREA I P E 2 3 �C I I 570.76 CO P m
ONCI. I 12 z QP • \ oZo I I ", IIS UNDISTIURBED
)IPEI \ \ P Q N • 6 „ • o D WOODED AREA,-*'
I A FUTURE PATI❑
� I IG I >6 DIA. C `.
_ TREE D INV IN SEPTIC
--T Yr DI -7 I 13 (TYP.) • 3 Z II ` 569.76 PUMP 97
7 1=56 t \ \ II / ��- X572--"
I \cnl • - poi o � -J576 _ I �/ I/ �9
10\ _
`0WR
i _ -
1 I \ �! ` � � _ FO \ I V OUT __-L-----�
I \\\\ I t NV OU i�`_ ----- °a'\--75' LDG. SETBACK -111111111 "
6 PVC
OD 63
WELL I - _ _-- 0- _ 576�
L 14
Z� X11 IGN \� \ I • \ • S
❑ Z qUNDISTURBED i
20 \` \ \G'��� I S)0 • CC
• • • WOODED AREA 3 / 1
U ISTURBED • \ • iIIP-
• 1
L T • 18 .' WO ED AREA \ \ • • -,-,0 •1I�
-4 rn\ \ I TREE OP= 0 CONC. • • • �• _ • • i I / UTILITY ESMT
\ \ \ (TYP.) IN =563. PIPE \ • y • \ / D.B. 1508-161)
-� \ I •
vooT� IX-
\ f- •-
OT
---
-VBOT-IF - -- - _---- -- --J --- UP -
UP
CURB GUTTER 21 „ .J�-�
CONC.
21
S GN CC PERM. DROP CONC. BP 3F R=4274.08' PIPE
3 DRAINAGE 21 INLET PIPE A=110.29' STORM
CONC.
AR ESMT . DROP TOP=566.94 T=55.15' MANHOLE
8 3 (D.B.1508-161) INLET PIPE CL INVERT=562.1 PERM. DROP C=110,28' 27" TOP=569.4
RAINAG INLET CB=S56'34'54"W CONC. CL INVERT=563.7
TOP=566.49 ESMT . TOP=567.35 DELTA= 1'28'42"
CL INVERT=563.1 (D. B. 1508-161) CL INVERT=562.0 PIPE
rl I LANDSCAPING PLAN
`% I SCALE: 1 "=30'
PERMANENT SEEDING REQUIREMENTS
COMMERCIAL/RESIDENTIAL MIXTURE ® 175-200 LBS/ACRE
KENTUCKY 31 OR TURF TYPE TALL FESCUE (95-10090)
IMPROVED PERENNIAL RYEGRASS (0-590)
KENTUCKY BLUEGRASS (0-5%)
FERTILIZER: 10/20/10 MIX ® 600 LBS/ACRE
LIME. AGRICULTURAL LIMESTONE ® 2 TONS/ACRE
STRAW MULCH: APPLIED ® 1.5-2.0 TONS ACRE
HYDRAULIC ROAD
STATE ROUTE 743
(D.B. 1508-159 6
HWY P.B. XII -237)
I AMr)4ZrAPIKIr lZrPPr)I 11 F
* SHADE TREES PLANTED ALONG HYDRAULIC ROAD MUST BE 3.5" CAL.
oil
BLDG. WALL
�1
4' HIGH BLACK ALUM ORNAMENTAL
FENCE - EQ. TO SPECRAIL
COMMERCIAL GRADE
STYLE S 10 - RACK FENCE TO GRADE
BURY POSTS 24" DEEP MIN. & SET
IN CONC.
STACKED RET. WALL
r -GRADE BEHIND WALL
STACKED RETAINING WALL
GRADE AT TERRACE ih
SAFETY FIENCE DETAIL
SCALE: 1/4" = 1'-0"
11 FENCING AND ARMnRTNG 11
DRIP LINE -\
SNOW FENCE
BOARD FENCE
)RD FENCE
-IC FENCE
CORRECT METHODS OF TREE FENCING
"" VP1VI CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
4'
E:
0'
BRE
GUMF'ACTED
TOPSOIL
TYPICAL TREE PLANTING
N.T.S.
KEY
x x x
TREE FENCING
TREE ARMORING
NE 1/5 OF LEAF AREA BUT
AIN NATURAL FORM.
AY W/ANTI- DESICCANT ACCORDING
MFR'S INSTRUCTIONS IF FOLIAGE
'RESENT.
UND LINE TO BE SAME
AT THE NURSERY
TH SAUCER W1
- 7' HIGH BERM
KFILL W TOPSOILS AND
TMOSS MIX IN 9' LAYERS
ER EACH LAYER UNTIL
TLED. DO NOT TAMP.
Z
CLQ
Z
w
:�E
CLO
J
W
W
W
H
N
0
W
N
0
CL
CL
Dex A. Sanders
Architect
16102 RACCOON FORD RD
CULPEPER, VIRGINIA
1540-829-2590
f540-829-2591
Z
-- -- -- - -- -- -- -
- - - --
- --
U
QUANTITY
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE
TYPE
STREET
PRKG
BMP
BLDG
TOTAL
AR
ACER RUBRUM
RED MAPLE
2.5"*
SHADE
19
4
6
-
29
QP
QUERCUS PALUSTRUS
PINOAK
2.5"
SHADE
-
7
6
-
13
GT
GLEDITSIA TRIACANTHOS
"SHADEMASTER" LOCUST
2.5"
SHADE
-
5
-
-
5
PC
PYRUS CALLERYANA
ARISTOCRAT PEAR
2.5"
SHADE
-
7
-
-
7
CC
CERCIS CANADENSIS
EASTERN REDBUD
5'
ORN.
6
-
-
4
10
CF
CORNUS FLORIDA
FLOWERING DOGWOOD
5'
ORN.
3
-
-
6
9
BP
BETULA PLATYPHYLLA
WHITESPIRE BIRCH
5'
ORN.
4-
REV. PER COMMENTS 8/7/07
-
-
4
IC
ILEX CRENATA
COMPACT JAP. HOLLY
2'
SHRUB
-
-
-
10
10
LC
LINCERA BENZOIN
SPICEBUSH
2'
SHRUB
-
-
12
-
12
IG
ILEX GLABRA'COMPACTA'
INKBERRY HOLLY
2'
SHRUB
-
-
13
-
13
QPH
QUERCUS PHELLOS
WILLOW OAK
3.5"
SHADE
-
-
-
-
3
* SHADE TREES PLANTED ALONG HYDRAULIC ROAD MUST BE 3.5" CAL.
oil
BLDG. WALL
�1
4' HIGH BLACK ALUM ORNAMENTAL
FENCE - EQ. TO SPECRAIL
COMMERCIAL GRADE
STYLE S 10 - RACK FENCE TO GRADE
BURY POSTS 24" DEEP MIN. & SET
IN CONC.
STACKED RET. WALL
r -GRADE BEHIND WALL
STACKED RETAINING WALL
GRADE AT TERRACE ih
SAFETY FIENCE DETAIL
SCALE: 1/4" = 1'-0"
11 FENCING AND ARMnRTNG 11
DRIP LINE -\
SNOW FENCE
BOARD FENCE
)RD FENCE
-IC FENCE
CORRECT METHODS OF TREE FENCING
"" VP1VI CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
4'
E:
0'
BRE
GUMF'ACTED
TOPSOIL
TYPICAL TREE PLANTING
N.T.S.
KEY
x x x
TREE FENCING
TREE ARMORING
NE 1/5 OF LEAF AREA BUT
AIN NATURAL FORM.
AY W/ANTI- DESICCANT ACCORDING
MFR'S INSTRUCTIONS IF FOLIAGE
'RESENT.
UND LINE TO BE SAME
AT THE NURSERY
TH SAUCER W1
- 7' HIGH BERM
KFILL W TOPSOILS AND
TMOSS MIX IN 9' LAYERS
ER EACH LAYER UNTIL
TLED. DO NOT TAMP.
Z
CLQ
Z
w
:�E
CLO
J
W
W
W
H
N
0
W
N
0
CL
CL
Dex A. Sanders
Architect
16102 RACCOON FORD RD
CULPEPER, VIRGINIA
1540-829-2590
f540-829-2591
APPROVED BY ALBEMARLE COUNTY COMMUNITY ALL LARGE SHADE TREES (6" CAL.) IN THE PROPOSED FRONT LAWN AREA PHASE 1
DEVELOPMENT DEPARTMENT (ALONG HYDRAULIC ROAD) ARE TO BE PRESERVED. ONLY THOSE EXISTING
FIE: SDP 07 8227 ARB 07-016 ONTREES SOLABELED ARE PLAN ARE TO BEOBE REMOVED. ALL OTHER PRESERVEED AND PROTECTED. XISTING TREES SHOWN L 1 •01
Z
U
STREET TREES ALONG HYDRAULIC ROAD (EC)
ND
NDBED TO BE
STREET TREES REQUIRED: 1 LG. SHADE TREE/35' x 512' = 15
17
MULCHED W/
STREET TREES PROVIDED = 14 SHADE + 1 EX. SHADE + 21 ORNAMENTAL
U
4
L L 1"-3" RIVER STONE
z
L
U
~M
.-
>
z
QILL
Q
w
3
L L
Z)
O
U
J
Lu
Z
w
L
w
d
�
�
Nm
W
ND
ACCESS ROAD TREES REQUIRED (40' O.C.): 8
J
L
ACCESS ROAD TREES PROVIDES: 7 LG. SHADE TREES + 1 EX. SHADE TREE
z
Lu
PARKING LOT PERIMETER TREES REQUIRED (40' O.C.): 10
APPROVED BY ALBEMARLE COUNTY COMMUNITY ALL LARGE SHADE TREES (6" CAL.) IN THE PROPOSED FRONT LAWN AREA PHASE 1
DEVELOPMENT DEPARTMENT (ALONG HYDRAULIC ROAD) ARE TO BE PRESERVED. ONLY THOSE EXISTING
FIE: SDP 07 8227 ARB 07-016 ONTREES SOLABELED ARE PLAN ARE TO BEOBE REMOVED. ALL OTHER PRESERVEED AND PROTECTED. XISTING TREES SHOWN L 1 •01
LANDSCAPING REQUIREMENTS
STREET TREES ALONG HYDRAULIC ROAD (EC)
ND
NDBED TO BE
STREET TREES REQUIRED: 1 LG. SHADE TREE/35' x 512' = 15
MULCHED W/
STREET TREES PROVIDED = 14 SHADE + 1 EX. SHADE + 21 ORNAMENTAL
L
L L 1"-3" RIVER STONE
L
STREET TREES ALONG ROSLYN RIDGE ROAD
L
L L
STREET TREES REQUIRED: 1 LG. SHADE TREE/40' x (533'-45') = 12
L L
L
SHADE TREES PROVIDED = 12
ND
PARKING LOT/ACCESS ROAD
ND
ACCESS ROAD TREES REQUIRED (40' O.C.): 8
J
ACCESS ROAD TREES PROVIDES: 7 LG. SHADE TREES + 1 EX. SHADE TREE
z
PARKING LOT PERIMETER TREES REQUIRED (40' O.C.): 10
PARKING LOT PERIMETER TREES PROVIDED: 10
00
REVISIONS:
PARKING LOT TREES REQUIRED: 1 SHADE TREE/10 SPACES x 71 SPACES = 7
o U
REV. 06 JUL 07 - TREES
SIGN LANDSCAPING PLAN
PARKING LOT TREES PROVIDED = 7 SMALL SHADE TREES
0-
REV. 19JUL07- RET. WALL
SCALE: 1/4"=1'-0"
LD a
REV. 20JUL07-TREE SPACING
SIGN LANDSCAPING KEY
PARKING LOT LANDSCAPED AREA REQUIRED: 5% OF 29,320 SF = 1466 SF
N o
REV. PER COMMENTS 8/7/07
PARKING LOT LANDSCAPED AREA PROVIDES = 1712 SF (5.84%)
r. r ,
REV. 8/7/07 - SIGN PLAN
o
REV. 9/14/07 -SIGN GRD'G
ND - NANDINA DOMESTICA "FIRE STORM"
CANOPY AREA
o! o�
DRAWN: -
(DWARF NANDINA) 18"-20"
CHECKED: -
TJ - THUJA OCCIDENTALIS "EMERALD" -6'
5'
EXISTING CANOPY = 232,660 SF (85.32%)
w w
111-05,07
VL- MUCHARI VARIGATED LIRIOPE 4Q
REQUIRED CANOPY: 10% OF 272,686 SF (6.26 ACRES) = 27,270 SF
DATES
POST DEVELOPMENT (PHASE 1) CANOPY = 129,508 SF (47.49%)
PROJECT #: 0105
TREE PRESERVATION AREA
LANDSCAPING PLAN
APPROVED BY ALBEMARLE COUNTY COMMUNITY ALL LARGE SHADE TREES (6" CAL.) IN THE PROPOSED FRONT LAWN AREA PHASE 1
DEVELOPMENT DEPARTMENT (ALONG HYDRAULIC ROAD) ARE TO BE PRESERVED. ONLY THOSE EXISTING
FIE: SDP 07 8227 ARB 07-016 ONTREES SOLABELED ARE PLAN ARE TO BEOBE REMOVED. ALL OTHER PRESERVEED AND PROTECTED. XISTING TREES SHOWN L 1 •01