HomeMy WebLinkAboutSDP200800164 Plan - Approved 2009-01-09in, 10'
NOTE: SPILLWAY DETAIL TO REMAIN UNCHANGED
FROM PREVIOUSLY APPROVED PLAN. SPILLWAY
DETAIL Q/16 PROVIDED HERE
MATCHES PREVIOUSLY APPROVED DETAIL,
i
NOTES:
1. FINISHED PATH TO HAVE A SMOOTH, 2, WHERE PATH DOES NOT CROSS SLOPE,
EXISTING GRADE --- \ REGULAR SURFACE WITH CONTINUOUS INSTALL PATH SUCH THAT TOP OF STONE
GRADES '
IIII= 27\\N FREDEPRESIONSEBUMPSOR
OF RIPPLINGOTHER LIES SLIGHTLY ABOVE FINISHED GRADE.
3" TOPSOIL AND SEED;
TYP. -__--4! ! '
yqr IRREGULARITIES.
I -
IIIII-ILII-_ SWALE
GRADE SLIGHT SWALE
BETWEEN PATH AND =IIIII=IIII=I1 1' 1' 10' - 0" 6" 1' UPHILL SLOPE ^
IIII=I
IIIII 17T , 1
IIII= IIIII=illll
V,15%\\/\\/
DRAIN -
NON -WOVEN FILTER IIIII 8. 1111=11111=IIIII=IIIII=ILII= IIIII=I IIITIIIII IIIII= \\/\\ Mq
FABRIC -I
I11 1
III I„`
II = iTSII II=11[11= T=1I I=IIY\\
III,I-II In+III II IilI1111111nIIlllll \,
1111,=;, IIIII,,
II = 11111=
10' VEHICULUAR ACCESS PATH (FOR SLOPES LESS THAN OR EQUAL TO 10%)
TYPICAL CROSS SECTION
W. 2442 Pl370-38 AMMENDMENT NOTES. D.B. 2442 P.,',70-3c 2 P i
N/F BERGER PROPERTIES, INC " '
R ACCESS SECTION -EMERGENCY SPILLWAY D.B.3338 ?67,272-273 PLAT i,'
Q V E H I C U LA D.B 3023 516 %
CO 507.38 / D.B. 2961 ,F". 399 VEPCO ' 1. THIS PLAN DEPICTS A MINOR SITE PLAN AMENDMENT TO PLANS ORIGINALLY APPROVED AND SIGNED
16 SECTION N.T.S. D.B. 285 524
x0-04} / D.B. 2681 P. 37-47 / ; '. \ •,\ ! "` + % IN OCTOBER 2002 FOR THE 10' STORMWATER POND VEHICULAR ACCESS PATH, AS SHOWN ON SHEET
D)B.
B.2 4 P.564-568.
2,442 P 375-381 PLAT
v6
OF THE ORIGINAL PLAN SET.
2442 P. 370-374-------------
8 P,495, 498 PLAT i '\, 'sMH u-3/ , ' 2. THE AMENDMENT IS TO CHANGE THE PATH ALIGNMENT GRADE AND SURFACE MATERIAL. 06 P 17
TOP 507.4\'/ '8 P. 467 ^
3, ALL BASE MAP INFORMATION IS FROM AN AS -BUILT SURVEY PREPARED BY THOMAS B. LINCOLN LANDINVOUT5kd0.1 (TO Ur) %
D.B. 2067 \ ' ! i
D.B. 1942 .332 510
i / 'i SURVEYOR, INC. ON SEPTEMBER 12, 2008
D. B. 192907
D.B. 1929 P.6
D.B. 1288 P. 578
TURF GRASS
95% COMPACTED
SUBGRADE
4" PERFORATED PVC PIPE
PRE -WRAPPED IN FILTER
FABRIC 0 2% MIN SLOPE AS
UNDER DRAIN, CUT ENDS TO
MATCH MATCH GRADE; 40' O.C.
DAYLIGHT ON DOWNHILL SLOPE)
COMPACT EXCAVATED SOIL
ON DOWNHILL SIDE OF PATH
95% COMPACTED
SUBGRADE
r
AF
CHECKED 4 H M
D.B. 1288 R 39 COM OF sic.ao
DATE:
I
PROJECT: 9828.003
D.B. 1129 P. 389 COMM.
D.B. 1035 R 371 PLAT
VA
D.B. 1035 P. o 353
j D. B. 505 P. 260
427 P. 215 PLA
PHASE 2
TMIP 78-5582,
SDMH M2 kO3
0
DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT I
DEPARTMENT OF ENGINEERING
TOP 507.1I'i, 48& 12
INV IN 4.7:83 (FFROM M7
IN OUV497.'8 (FFROM,dit-1) \ 1 % / Q Scale T = 20' Contour Intel
BENCH MAR ISMAR'
rQ4 \'k .
SQUARE ONHT P \
BASE \
D.I
D.B.
15" DVP
D.B. 2700
3 \ Y
244 0-374 7"-
P. 687-6816(-519: 0 0 128P. 495, 4987' S1
30OVV=51 ,00
51 8
IL
I /" 63
486.22 / 0 20 40 80
482.78A4 ' ; ,+488.76
1`r:trr JE ERSON EIGHTS 0 AGES f,
2 0,
3.96
a
s ° '
411
nti
51 40 "` 514.44
X514 OS / 51 .10 4.1
r I .+509.17
1 1
507,07
A 5 43 ` /+
i 51 1 % 507.65 j
ROP SED 10' VEHICU
5 2.91 ; \ A CESS EASEMENT /
Z
@y
I \
E
GXISTI
EL
S N57°41'29"E /
PATH -- -9
I 00.86'-
68
P 507 00 \ /
SINV IN 497.2_5 {FFb U-2)
lo.g0 INiOUT 49Y10/(TO )
40' F /
r , / /
i• '' i ------
SDMH NQ FOUND AT TIME OF
L /' /p4. \/ / i % / /- / I',YHiS SURVEY LOCATION AND 482.80 / +*4.87 i
i i ELEk1ATION BASED ON ASBUILT o ;
VARIABLE WIDTH J j' ''% /'/ / i SUf2VEY PERFORMED BY TOM FOND
r J ^ GASLINE EASEME 3'l/All` / / / / / W.E. 46296
Gh
N i / j' NINGOLN DATED JANUARY 19, 2006 +% 49616
N.T.S.
D.B. 3338 P. 267
482.73
H \ ' /
488.0492iCOLLAPSEp'ND,P1= +
WITH
INV 0 T f
4 9.86 - 4, "' fi ' RE -EMBED RIP RAP + 488.33 /
j % , i AND OJPIP[i ° ' `., SO THAT LOW POINT IS IN CENTER OF / % / /
y p'~ X485 g8 ' OUTLET PROTECTIONCo
CO / / // / / - - _ _ + 486.38
RISER 482.72,,-
4$
OP +i / + 495.55
20' PRIVATE /•' / / %i
i 488.b5 % DRAINAGE / + 482.94 j '/ / TMP 78 55A(5)
490. i EASEMENNT' I i - /
i,
j / / i PANTOPS PLACE3370-382
D.B. 2d42 +484.13 482.86 / LIMITED PARTNERSHIP
j,'
tet __. _____..
D.B. 2641 P. 43 PLAT
SfAW U-2 / / % ; i D.B. 2278 P. 495, 498 PLAT
y- --- /' D.B. 1929 P. 699, 702 PLATTOP608.''30 / / / • ; _'----- % % / %
INV 498. ROM U 3) j j _4877.16 //i + y { /
IN bUTj478 (T9 U-1) j - - - / / -- _..... i 31 i 496.68
EMERGENCY SPILLWAY TO ': / /
66MMAAII
b86
R N UNCHANGED ___ __ _ .. _ _.__._..+.487.75 SAFETY BEN C H /Qv
OPEN
296
SPACE
AC489.79 - +.488.34 A9p i
487.51 ' - -
l
ii100/
91.43 - APPROVE[)
490 byt Albemarle Count; 3
Cunvnunitn q' elo Is t DEartmen
482.71' __. TERMINATE AT THIS
0' VEHICULAR ACCESS PATH
i I POLI File nR
S
y :
492.82 /PR6ERVED
493.93 i 495.69
H/WWOOD
10'MAINTENANCE' DRIEST
i
w / - AND /
I ` -" ; '' j ! , {e" " `, ' ...,., 49(, PEDESTRA
7F / / /, 1r ACCO 2
ASEMENT
D.B. 4 P. 370-382 PLAT
e - _
00.
64NOTES:
w / _ % .FINISHED PATH TO HAVE A SMOOTH, .WHERE PATH DOES NOT CROSS SLOPE,
TOP 5a4.7o j ; 'ro/ ( ,? ` r"? ` ExISTIKc as2.39 - EXISTING GRADE -- \ REGULAR SURFACE WITH CONTINUOUS INSTALL NTH SUCH THAT TOP OF STONE
iP RAP /' _ 3'r GRADES FREE OF RIPPLING, LIES SLIGHTLY ABOVE FINISHED GRADE.
71111111111- ' L= DEPRESSIONS BUMPS OR OTHER
1r,.k',.a ,'.ryn '',,c,.
a",
taip
te +,` §
j' ot`'c`'xo l5•
r,-,.\
3. }}. z.+`
yy+.F. _ £'
4u&,
k.:,'
e`
ys-''°. I• ;
pkv.. "
J\ \
VA/RIABLE
i
DTH
i
V_
q - IRREGULARITIES. 1" VDOT STD. CRUSHER
UTILITY SEM,5NT RUN WEARING COURSE3" TOPSOIL AND SEED:
D.B. 26fl P. P TYP. SWALE
Yly
a *%M:
l
fl w :,•:},.:'ani •xt9,
vx. ._,...
L;? ,fi. ,._ \. // .') -..i (_ . :*' ,k.. y' .f;,;.
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Cr'S-
s,: y \\
00t 77.66
r -
iJ 05 2,00 512:00-
5 4.00 3.00
X5.10 ` NOTE: ACCESS ROAD WILL NOT BE ASPHALT, IT
WILL BECOME GRASS AS SHOWN IN DETAIL A/01
P7$8-BSA"
AS DEPICTED ON PLAN AND GRAVEL AS SHOWN
Tl Pi786-01 - RFAMILY 4l IN DETAIL B/01 AS SHOWN ON PLAN, SPILLWAY
RT
D.11i
SHIP
750LP '.
DETAIL TO REMAIN UNCHANGED FROM PREVIOUSLYHANNIER. AS D.B.3.2 LAT APPROVED PLAN. SPILLWAY DETAIL PROVIDED HERENANNIER. EASTER
D,B. 1135 P. 115 COMM. OF VA MATCHES PREVIOUSLY APPROVED DETAIL,
D.B. 1074 P. 185 PLAT \
McKee Carson and Field Sport Concepts, Ltd. reserve their common law copyright and other property rights In these drawings. All ideas, designs, sections; details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. T ese plans are not to be reproduce
SLOPEGRADE
SLIGHT SWALE
BETWEEN PATH AND
M44
UPHILL
low
uuuuuuuuuuunnumnunnuu,r amumummmmumuw:...,'/S ,
DRAIN
MW! // live,Imo,'
NON -WOVEN FILTE
FABRIC
10' VEHICULUAR ACCESS PATH (FOR SLOPES GREATER THAN 10%
TYPICAL CROSS SECTION
or copal In any torm or manner wnatsoever, nor are tney to be assignea to any third party without first obtaining the express
I'Yfll l
or
4" COMPACTED AND LEVELED
OPEN GRADED AGGREGATE
SUBBASE; VDOT 021-A
4" PERFORATED PVC PIPE
PRE -WRAPPED IN FILTER
FABRIC 0 2% MIN SLOPE AS
UNDER DRAIN, CUT ENDS TO
MATCH MATCH GRADE; 40' O.C.
DAYLIGHT ON DOWNHILL SLOPE)
COMPACT EXCAVATED SOIL
ON DOWNHILL SIDE OF PATH
95% COMPACTED
SUBGRADE
PD -026
N.T.S.
I z'
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
4344379-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
AI-,TH Op Gr'MM,
cf
o
vROBERT B. MCKEE9
Lic. No. 7783
Id ,0_
O
1
SSIaNAL V G
rim
Revisions:
1. 01/15/01 COUNTY COMMENTS
2. 02/07/01 COUNTY COMMENTS
3. 07/31/01 COUNTY COMMENTS
4. 08/30/01 GENERAL REVSIONS
5. 10/19/01 PER EDG
6. 07/25/02 MULTI -SOURCE
7. 10/07/02 ENG/ESC COMMENTS
8. 10/09/02 ZONING COMMENTS
9. 10/07/08 NM SITE PLAN AMEND
10.12/18/08 MSPA REVISION
DESIGNED AF
CHECKED 4 H M
SCALE. I" = 20
DATE: 07 October 2008
PROJECT: 9828.003
SHEET NUMBER
NOTE: SPILLWAY DETAIL TO REMAIN UNCHANGED
FROM PREVIOUSLY APPROVED PLAN. SPILLWAY
DETAIL Q/16 PROVIDED HERE '
MATCHES PREVIOUSLY APPROVED DETAIL. /
i
T I \ X / VARIABLE WIDTH
y\/\\\\\/ / SANITARY SEWER 510.93 ;
WATERLINE EASE '
j / D B. 1,442 P. 370-382 PN/F BERGER PROPERTIES, INC ;
D.B. 3338 P.267. 272-273 PLAT
j' D.B. 3023 Fy' 516 CO 507.38
D.B. 2961, 399 VEPCO i
D B. 18.5LP. 524 ;'/ i`. / +
D. B.2611'_P.37-47 /jC
x.6.2524 P.584-568
A.B. 24 2 P. 375-381 PLAT
D.B. 242 P. 370-374 /
D.B,2278 P. 495, 498 PLAT \ SMH U-3\.
D.B-2106 P. 1"I k''/ IOP 507.4,%
Dk3. 2.078 P_ 467 / INV OUT 5500.1' (TO U7,2) -
SECTION - EM SPILLWAY ' U.B. 2067
510 VEHICULAR ACCESS D.B.,942 .332
N . T S ; %' D.B. 1929 07 606.76
SECTION XD -041 ; % D.B. 1929 P. 6 + i' /
BENCH MAF
SQUARE ON,
BASE
D.B. 2442•'P.'370-374 i
D.B ,P. 687-68 r?)
D.8 X278 P: 495, 498 L i- )
TI1dP-786-0-01 '
HARLEY C. -AND
NANNIE R. EASTER
D.B. 1135 P. 115 COMM. OF VA
D,B. 1074 P. 185 PLAT
Legend
CE CONSTRUCTION ENTRANCE
E. & S. STD. & SPEC. NO. 3.02
PERMANENT SEEDING
PS TO BE SPECIFIED BY OWNER/
LANDSCAPE ARCHITECT AND IN
ACCORDANCE WITH
E. & S. STD. & SPEC. N0, 3.32
EMSOIL STABILIZATION BLANKET MATTING
E. & S. STD. & SPEC. NO, 3.36
AMMENDMENT NOTES:
1. THIS PLAN DEPICTS A WPO AMENDMENT TO PLANS ORIGINALLY APPROVED AND SIGNED
IN OCTOBER 2002 FOR THE 10' STORMWATER POND VEHICULAR ACCESS PATH, AS SHOWN ON SHEET
6 OF THE ORIGINAL PLAN SET.
2. THE AMENDMENT ADDRESSES A CHANGE IN PATH ALIGNMENT GRADE AND SURFACE MATERIAL.
3. ALL BASE MAP INFORMATION IS FROM AN AS BUILT SURVEY PREPARED BY THOMAS B. LINCOLN LAND
SURVEYOR, INC. ON SEPTEMBER 12, 2008
D B 1288 P. 339 COM OF 61a>i3-- ; i" /
D B 1 129 P. 389 COMM. VA /
D.B. 1035 P. 371 PLAT \
hD.B. 1035 P. 363 j
O
D.B 505 P 260+
427 P. 2.15 PLA '
488.49'
PHASE 2 i ,, ! /
TMP 78-5582.
i. (D
SOMH M-2 ,'
TOP 507.0,'' + 48&12 <v 482.88
INV IN 4 7.88 (FR0IM -
INVOUT'497.
78M(
FROM.ftA-1)
499.36
486.22
482.78 /
488.76 /
JE ERSON EIGHTS 0 AGES SDMH NPT FOUND AT TIME OF
i' oo U
80 + THIS $URVEY. LOCATION AND 482. 488.87, i 0 j ELEVATION BASED ON ASBUILT '
SUkVEY PERFORMED BY TOM POND
VARIABLE WIDTH '
GASLINE EASEMENT , LINCOLN DATED JANUARY 19, 2006 tti'E. H?BS / +'496.16
D.B. 3338 P. 267
482.73
d 92 % ' ` COLLAR +489.04
VVITFt'E 5 '
31 INV OC1T' / '
li
Cf f }
RE -EMBED RIP RAP +48.33
J j' ;' / 489.86)" SO THAT LOW POINT IS IN CENTER OFATjE.ND Oji PIP ,
485 68, OUTLET PROTECTION
CO
CO 486.39
RISER 482.72]+
i TOP '/495.55
48
2C PRIVATE' ' / i.,: , 488.05
PRAINAGE + 482.94 TMP 78-55A(5)
490.56 EA4SEMENT'
P. 374382 PLAT /
i PAN70PS PLACE
F64.13 LIMITED PARTNERSHIP
ID.S. 2442 482.86 DB21
D.B. 2641 P. 43 PLAT
i +
r . /
i, / D. B. 2278 P. 495, 498 PLAT
U-2 / / _ - D.B. 1929 P. 69 02 PLAT
8 3500
4487.116 / 1498.94 (PROM t3-3) 68
LIT/ti97.78 (TQ U-1) i / EMEROENCY SPILLWAY TO 487.75 ' REMAIN UNCHANGED _ - _ +. SAF E T '+ B ENC FI
OPEN SPACE
79 . / / +488-34 Ago 2.9612 AC.
487.51
491.43
r / --
i490 _
10 VEHICULAR ACCESS PATH TA
231 i _ _. _ _.._ _._ ___.. ___ __ ___ /:1s
TE NATE AT THIS POI Nr
493.95
492 82 PRESERIFED
x-493.93 \ % 495.69
HARDVOOD
10' FORSTMAINTENANCE =' j 'VEHICLE AND490PEDESTRIAN
ACCESS EASEMENT
D.B., U2 P- 370-382 PLAT
i 20' PRIVATE
DRAINAGE
EASEMENT
D.B 2442
j P. 370-382 PLAT
077.88 j 15' CONSERVATION EASEMENT
i D.B. 2641 P. 42 -
146 -PLAT
reserve their common law copyright and other property rights In these dr -a -wings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are
WELL LOT 5A
BLOCK B
SECTION ONE
GLENORCHY"
or copied in any form or manner wnatsoever, nor are any
NOTE: ACCESS ROAD WILL NOT BE ASPHALT. IT
WILL BECOME GRASS AS SHOWN IN DETAIL A/01
AS DEPICTED ON SHEET 1 AND GRAVEL AS SHOWN
IN DETAIL B/01 AS SHOWN ON SHEET 1. SPILLWAY
DETAIL TO REMAIN UNCHANGED FROM PREVIOUSLY
APPROVED PLAN. SPILLWAY DETAIL PROVIDED HERE
MATCHES PREVIOUSLY APPROVED DETAIL.
express
Scale 1" = 20' Contour Interval=2'
0 20 40 80
RA'
Ir•
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
434-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
I ,
QJ TH Op Gr
G'r
o
ROBERT B.
MCKEE9
Lic. No. 7783
It
4V
S 101VA L
G
Revisions:
1. 01/15/01 COUNTY COMMENTS
2. 02/07/01 COUNTY COMMENTS
3. 07/31/01 COUNTY COMMENTS
4. 08/30/01 GENERAL REVSIONS
5. 10/19/01 PER EDG
6. 07/25/02 MULTI -SOURCE
7. 10/07/02 ENG/ESC COMMENTS
8. 10/09/02 ZONING COMMENTS
9. 10/07/08 MNR SITE PLAN AMEND
10.12/18/08 MSPA REVISION
DESIGNED AF
CHECKED JHM
SCALE: 11, = 20'
DATE: 07 October 2008
PROJECT: 9828.003
So6 9S
19 72 -
T I \ X / VARIABLE WIDTH
y\/\\\\\/ / SANITARY SEWER 510.93 ;
WATERLINE EASE '
j / D B. 1,442 P. 370-382 PN/F BERGER PROPERTIES, INC ;
D.B. 3338 P.267. 272-273 PLAT
j' D.B. 3023 Fy' 516 CO 507.38
D.B. 2961, 399 VEPCO i
D B. 18.5LP. 524 ;'/ i`. / +
D. B.2611'_P.37-47 /jC
x.6.2524 P.584-568
A.B. 24 2 P. 375-381 PLAT
D.B. 242 P. 370-374 /
D.B,2278 P. 495, 498 PLAT \ SMH U-3\.
D.B-2106 P. 1"I k''/ IOP 507.4,%
Dk3. 2.078 P_ 467 / INV OUT 5500.1' (TO U7,2) -
SECTION - EM SPILLWAY ' U.B. 2067
510 VEHICULAR ACCESS D.B.,942 .332
N . T S ; %' D.B. 1929 07 606.76
SECTION XD -041 ; % D.B. 1929 P. 6 + i' /
BENCH MAF
SQUARE ON,
BASE
D.B. 2442•'P.'370-374 i
D.B ,P. 687-68 r?)
D.8 X278 P: 495, 498 L i- )
TI1dP-786-0-01 '
HARLEY C. -AND
NANNIE R. EASTER
D.B. 1135 P. 115 COMM. OF VA
D,B. 1074 P. 185 PLAT
Legend
CE CONSTRUCTION ENTRANCE
E. & S. STD. & SPEC. NO. 3.02
PERMANENT SEEDING
PS TO BE SPECIFIED BY OWNER/
LANDSCAPE ARCHITECT AND IN
ACCORDANCE WITH
E. & S. STD. & SPEC. N0, 3.32
EMSOIL STABILIZATION BLANKET MATTING
E. & S. STD. & SPEC. NO, 3.36
AMMENDMENT NOTES:
1. THIS PLAN DEPICTS A WPO AMENDMENT TO PLANS ORIGINALLY APPROVED AND SIGNED
IN OCTOBER 2002 FOR THE 10' STORMWATER POND VEHICULAR ACCESS PATH, AS SHOWN ON SHEET
6 OF THE ORIGINAL PLAN SET.
2. THE AMENDMENT ADDRESSES A CHANGE IN PATH ALIGNMENT GRADE AND SURFACE MATERIAL.
3. ALL BASE MAP INFORMATION IS FROM AN AS BUILT SURVEY PREPARED BY THOMAS B. LINCOLN LAND
SURVEYOR, INC. ON SEPTEMBER 12, 2008
D B 1288 P. 339 COM OF 61a>i3-- ; i" /
D B 1 129 P. 389 COMM. VA /
D.B. 1035 P. 371 PLAT \
hD.B. 1035 P. 363 j
O
D.B 505 P 260+
427 P. 2.15 PLA '
488.49'
PHASE 2 i ,, ! /
TMP 78-5582.
i. (D
SOMH M-2 ,'
TOP 507.0,'' + 48&12 <v 482.88
INV IN 4 7.88 (FR0IM -
INVOUT'497.
78M(
FROM.ftA-1)
499.36
486.22
482.78 /
488.76 /
JE ERSON EIGHTS 0 AGES SDMH NPT FOUND AT TIME OF
i' oo U
80 + THIS $URVEY. LOCATION AND 482. 488.87, i 0 j ELEVATION BASED ON ASBUILT '
SUkVEY PERFORMED BY TOM POND
VARIABLE WIDTH '
GASLINE EASEMENT , LINCOLN DATED JANUARY 19, 2006 tti'E. H?BS / +'496.16
D.B. 3338 P. 267
482.73
d 92 % ' ` COLLAR +489.04
VVITFt'E 5 '
31 INV OC1T' / '
li
Cf f }
RE -EMBED RIP RAP +48.33
J j' ;' / 489.86)" SO THAT LOW POINT IS IN CENTER OFATjE.ND Oji PIP ,
485 68, OUTLET PROTECTION
CO
CO 486.39
RISER 482.72]+
i TOP '/495.55
48
2C PRIVATE' ' / i.,: , 488.05
PRAINAGE + 482.94 TMP 78-55A(5)
490.56 EA4SEMENT'
P. 374382 PLAT /
i PAN70PS PLACE
F64.13 LIMITED PARTNERSHIP
ID.S. 2442 482.86 DB21
D.B. 2641 P. 43 PLAT
i +
r . /
i, / D. B. 2278 P. 495, 498 PLAT
U-2 / / _ - D.B. 1929 P. 69 02 PLAT
8 3500
4487.116 / 1498.94 (PROM t3-3) 68
LIT/ti97.78 (TQ U-1) i / EMEROENCY SPILLWAY TO 487.75 ' REMAIN UNCHANGED _ - _ +. SAF E T '+ B ENC FI
OPEN SPACE
79 . / / +488-34 Ago 2.9612 AC.
487.51
491.43
r / --
i490 _
10 VEHICULAR ACCESS PATH TA
231 i _ _. _ _.._ _._ ___.. ___ __ ___ /:1s
TE NATE AT THIS POI Nr
493.95
492 82 PRESERIFED
x-493.93 \ % 495.69
HARDVOOD
10' FORSTMAINTENANCE =' j 'VEHICLE AND490PEDESTRIAN
ACCESS EASEMENT
D.B., U2 P- 370-382 PLAT
i 20' PRIVATE
DRAINAGE
EASEMENT
D.B 2442
j P. 370-382 PLAT
077.88 j 15' CONSERVATION EASEMENT
i D.B. 2641 P. 42 -
146 -PLAT
reserve their common law copyright and other property rights In these dr -a -wings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are
WELL LOT 5A
BLOCK B
SECTION ONE
GLENORCHY"
or copied in any form or manner wnatsoever, nor are any
NOTE: ACCESS ROAD WILL NOT BE ASPHALT. IT
WILL BECOME GRASS AS SHOWN IN DETAIL A/01
AS DEPICTED ON SHEET 1 AND GRAVEL AS SHOWN
IN DETAIL B/01 AS SHOWN ON SHEET 1. SPILLWAY
DETAIL TO REMAIN UNCHANGED FROM PREVIOUSLY
APPROVED PLAN. SPILLWAY DETAIL PROVIDED HERE
MATCHES PREVIOUSLY APPROVED DETAIL.
express
Scale 1" = 20' Contour Interval=2'
0 20 40 80
RA'
Ir•
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
434-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
I ,
QJ TH Op Gr
G'r
o
ROBERT B.
MCKEE9
Lic. No. 7783
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4V
S 101VA L
G
Revisions:
1. 01/15/01 COUNTY COMMENTS
2. 02/07/01 COUNTY COMMENTS
3. 07/31/01 COUNTY COMMENTS
4. 08/30/01 GENERAL REVSIONS
5. 10/19/01 PER EDG
6. 07/25/02 MULTI -SOURCE
7. 10/07/02 ENG/ESC COMMENTS
8. 10/09/02 ZONING COMMENTS
9. 10/07/08 MNR SITE PLAN AMEND
10.12/18/08 MSPA REVISION
DESIGNED AF
CHECKED JHM
SCALE: 11, = 20'
DATE: 07 October 2008
PROJECT: 9828.003
SHEET NUMBER: