HomeMy WebLinkAboutSP200800047 Legacy Document 2008-09-26C¢ft;hed land sure
,'NER'S APPROVAL
THIS SUBDIVISION IS MADE WITH ND ° `)THE CONSENT OF THE URSIGNEp OWNER.
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Lot I
3.64 Acres
25' h� 6 to
row
I 47
r,dvnfgY � c°
ALBEMARLE CO. SC!
S75°-07'0 'E STONY POINT SC'
iron 73.09
D. B, 136.375(plat
found D.B. 506-302, 3c
D.B. 505-460, 46
JOHN C. N BILL
�/ /! N68°-00'- D.6. 412.-433
cl 11 W 365.41 iron
lot
/ ryryry
N67° -55-I W 474.48 found V.
LUl l /I
THOMAS FLINT Lot 2
_ron found
D.B. 442-310 8.O�s ...__ ..._ _.
/ 1 I W _• N
U r
/.Tr1P +$-18D 3 MABLE
G. G. BEALE T.D
D.B. 352-375 I n
.n
iron found N730 -05-00'W 520.5'3 iron found _..
THOMAS C. MOON
D.B. 317- 564
PLAT SHOWING A DIVISION OF THE Ja1'-N
C. BILLER PROPERTY AT STONY POINT,
INTO LOTS I AND 2 LOCATED ON STP -0—E
ROUTE 20 IN ALBEMARLE COUNTY t VA.
i
�
>: DRAINAGE CALLOUTS LLawLLI1G11L 1.
a
r4 Q VOOT 01-1 NYOPLALST.ADS-DRAIN BASIN. GRATE SHALL GROUND SURFACE NAVD=88 VERTICAL PATI
RIM - 30130; N - SO
BE 12 SO.., H-25 RATED. HEAVY DUTY BENIGN NARK IS SURVEY CONTROL
WV. - 50231'(N). SWJ10'(5) DUCTILE IRON, HINGED AND LOCKABLE SP-01 IN 3.925.x25.104, E 11.519,686 p
I J 50 LF - 15' CUBS pI-THCP O 1.0S �•'--� 2 50. FINISH GRADE UNDISTURBED FINIAL oG 9 IRON AND CAP LOCATED 10 FEET
50 LF )- 15- M': S Of-RCP
801.30' FARM BACKFILL
S O VO ENTRANCE 70 STONY POINT
CONCRETE COLLAR VOLUNTEER FRF STATION.
m p ELEVATION 499.09
• O VDOT 0I-311: L-6' SLOPE TOP i0 INLET 6' J Z BENCH MARK IS SURVEY CONTROL PONT
RW- 501.110•: N-4.0'
NV.-197-00' • - TNI¶AL BACKFILL p, SP-02 IN 3,920.003.291, E 11.519.913.2511.
IRON AND CAP LOCATED APPROX. 1 FOOT
ate. 6"-12' (15D-3001nm) 1 SOUTH
HOOF N !07.GE 00 F GRAVEL PARKING LOT.
ELEVATe z J 141 LF - 1S ADS N-12 HOPE O 0.57. OI q•Op,- O GEOTEXTILE FABRIC. TYPAR ABO TOP OF PIPE.rn
= NV.(W)- 497.112': WV.(OUT)- 497.11• 1- DIA. �•,'�+•� #3341 OR APPROVED EQUAL S
3 OecO�D INSTALL PER MANUFACTURERSai
5 Q 1007 01-38; L-B' RECOMMENDATIONS
A RIM- 508.41•; H-H ILW Oo f 6R IN PE 2' WN. ELECTRICAL NOTES:
• INV.- 301.30(N) 497.il'(El11) DRAIN PIPE
FOUNDATION I- CONTRACTOR TO RELOCATE AND EXTEND ELECTRICAL
5J a 159 LF - 15" ADS N-12 HOPE O 127. MIN BEDDING MATERIAL SERVICE TO NEW FUEL TANK LOCATION IN ACCORDANCE
WV.(W} 497.11; YIV.(OIT)- 49120 TRENCH WITH THE NATIONAL ELECTRIC CODE AND THESE DRAWINGS.
CONTR• a SID O-311: L-6 I � � ND7H VOLUNATEER FIRE DCTOR TO EPARTMENT. NALLBEMARLEE POINT
F-• J PROPOSE SERVICES STAFF. AND DOMINION VIRGINIA ELOPOWER.
a O IBM- 506.711• X-13.ar ^ PROPOSED SITE DISCONNECT SWITCH NI TO LOCATED z0
WY.-+9s2o(EaWq, spaeD'(N). 493.70(11) DRAIN SYSTEM SECTION'S-B' ADJACENT TO THE SITE ELtCTRICAL DROP AT THE MAN
b 4 J 140 LF - 15' ADS N-12 HOPE 0 3.712 TMP 40-18 / �V >t/ I _ �1 HARDWARING.E
CONTRACTOR TO SUPPLY ALL AL CONE AND
F WV.(W)- 49129•; NV.(GUT)- 490.00• DRAIN SYSTEM SECTION •A-A• JOHN D AND CONIC. PATIO AND HARDWARE REQUIRED TO MAKE ELECTRICAL CONNECTION TO
_ NANCY L. MASSEY WALK (BY OTHERS) DOMINION VIRGINIA POWER PROVIDED SITE DISCONNECT
O.B. 3072 P. 477 SVAT(2L.
L 0 A03 HARED E2ID SECTION O.B. 1770 P. 333
NV.M90.O0 D.B. 779 P. OB
D.B. 576 P. 1911 PLAT NYOPLAST - ADS DRAIN BASIN NYOPLAST - ADS DRAIN BASIN NYOPLAST - ADS DRAIN BASIN 2 CONTRACTOR TO INSTALL (4) 120V/20A ELECTRICAL POWER
n O VOOT DI-t I 1 /1 ZONED, YR GRATE SHALL BE 12' GRATE SHALL BE 12" GRATE SHALL BE 12" I CONNECTIONS (TWD TANKS AT EACH SITE) TO ABOVE
RW - 506.71•; H - 4.51• I SO.. H-25 RATED, SO- H-25 RATED. SO.. H-25 RATED, GROUND FUEL STORAGE TANKS. AS SHOWN ON THE PLANS,
INV. 302.20 J .r LOT 1 EA DUTY DUCTILE IRON. HEAVY DUTY DUCTILE IRON. HEAVY DUTY DUCTILE IRON, I N ACCORDANCE VITH THE NATIONAL ELECTRICAL CODE.
B s 4 10 IF - 1S CLASS nl RCP B 2.0% I 1 HRIMRI 507.25± RIM-507.50± D AND LOCKABLE HINGED AND LOCKABLE RIM-507-Aft
AND BI,E NATIONAL FIRE PROTECTION AGENCY, ALL LOCAL CODE
NV.(N) - 502.m; WV.(OLti) - 500.50' INV.-50296 INV.=50.7.67 DEVICES WITHIN
AND FEET
O THE FUEL PLANS. ALL ELECTRICAL
6 I 1 I (�(W) 'SIL AMV.g$04.00 / SHALL CONFORM2TOFNFPA EET OFO HAZARDOUSSLLOCATIONS. ALL
300.73 Da.sz o7 e5 INV.-503.45(I�j _ Ir - •.t ELECTRICAL CONDUITS AND WIRWG CONNECTED TO THE J
* ISO 114 +i I:70'f?7'^2'E �..=-'�I: /1 .Y A' /
90nR-='cNCE16RN !i -� '� - � ' - .' / AK/15 FUEL STORAGE TANK SHALL BE EXPLOSION -IDI AND C�
as .- ° _ O - 6dDAKr;o - __ _ _ 1 AP/2�6.. ADS W-12 PI INSTALLED W ACCORDANCE 'MIH NEC CLASS-1 DIVISION-1 y
A( �kp. �, OR OTHER LOCAL STANDARDS WHICHEVER IS STRICTER. 'v
�� �2-Li 110 LF - 2 SCH 40 a� _ - - - m/0 l.S F.
MW..
BW IF =A - _-_ �MNDIT-5NA4 CAPPED ENOs - 3- Li=6ims'N7'T - - - -- _ - - -,
300291 / _�_ _ - - - - --6•�iRF ABS-N'-T� 0.T 50 3. CONTRACTOR ro INSTALL AND LABEL EMERGENCY SHUTOFF
590.13 \. _504
•^ gay= _vIQlS (W� - _ - _ UNDER�fDj� 7 Jr - -5 =*> SNITCH IN A READILY VISIBLE LOCATION ADJACENT TO THE
_ _ _ _ q13- -sj1B� - " , I 1 1 FUELING STATION AS SHOWN ON THE PLANS AND AS
d - .9.B�P .2.325_ -1 1 `116: �� =� L� 10�„ �y` 39 1 / 50 }>9SA. �� I 1 - i REQUIRED BY LOCAL FIRE MARSHAL
e i0
RAJ 711E RETR:NWG A C 3008 -'p 0 G g'ADS N-12 I AREA ' t 1, 1/ I
A 171 '02. •• li + O. 502. 7b Bw ¢ • 65 LF' - I - 4. CONTRACTOR SHALL PROVIDE ELECTRICAL GROUNDING OF J 1
i 1 �W 9 x- 0x20 1 F
i0 . 1 I 502 � � _ ^ T 07.39 � - N MEI I I i,,r •i j � THE FUEL TAW((S) SYS1ElA IN ACCORDANCE WITH THE NEPA
E SOD.,a I NI1 I 6' PER. ADS N-12 /B - '
4'AOS N-12 ROOF GRAIN I I / % AND LACK STANDARDS, WHICHEVER IS STRICTER.
$ 1193 c f00.: `I ) I LINDERMAN _ 8- (WN. 17: SLOPE) i
Nv I I Ia 303.30 u 81 OMAp-A 72 O 1R SiOnIY POINT 'VOLUNTEER FIRE STATION II /j I. x0332 ! 5. THE PROPOSED ELECTRICAL DISTRIBUTION SYSTEM IS SHOWN L
Sot t A. + 10'X8' BREEZEWAY EXI 4TMN TO BE ,F sAa.r^ !' / -
5 490.. g +505.x2 AD N-12'015 !- FOR INFORMATIONAL PURPOSES ONLY AND SHALL BE THE
A.
r .F 300.43 _ 307.06 THa
By OTHERS)THR .-PAD - / / RESPONSIBILITY OF DOMINION VIRGINIA POWER AND/OR THE
5 SAWCUT DO N& M. - a r M.E 0 04 1 !
I 07.53 607x2. • ' / ,: Y / PROJECT CONTRACTDR TO DESIGN AND CONSTRUCT THIS
ASP AL Ilc ' I n EXISTING ASPHALT TO BE 07.60 - / / / / / SYSTEM.
Ulu ) I REPLACED (!FE DETAIL) re cF PSI T A _P csu • ' /
s REPLACE MST. 12' CMP I I vDor DI-1 SOT 3t •A - PPT:, // J ,•, %
500.09 - I GENERAL NOTES:
$
WITH T2' RCP (MN N I c I / I DROP INLiT GioaY 3mCK UMP i 7 r'+3 Btt / k'
L EXIST. SLOPE k IN TS) �(3 I 1'-+303.32 YARD INLET _a I JE =TRE 'T-.:ON PB -TBE'' 7 .e9 s` c
ASPHALT '( WITH 1' SUMP $P' !3827 FF PSI a PROPOSED + $30.39 ,q i . t r 1. ALL PVC ELECTRICAL CONDUIT TO BE MINIMUM 24-. DEPTH Z
n 11 ZI i W +305.03
DRIVE +x06.2: - •ag 1 15 2 CONIC. PADS
7 6 LL:.1r 2 ASPHALT I I rlj7 - - OF DOVER K m m r
40 w .ts 0.P ®O ADDITIVE 12 P3 O . *' 2:. AC(SEE DETAIL).II t 2 ALL ELECTRICAL HANDNOI.ES, IF USED, ro BE ,6-tA
Rl0' �m � P6 - Pg - -.. + sor..:2 I 513.7 I JUNCTION BOXES WITH STEEL TOPS PER VDOT 1301.45, t�
BE I 1301.46, 1301.48 AND/ OR 1301.49.
� a CONC.�P.AD rB �•,
G 11 BID ADDITIVE / ':,� t• ` 2' SCHEDULE 40 PPCF I: 29.24'
+ 02.63 fl \ ELECTRICAL GOOD B 40 Q0 { d 2PN�•2p 3. ELECTRIC VIRE AND CONDUIT TO BE INSTALLED BY
8 ) / 1 p 7._'
INV C4( 1 ! I I \ '4800' J Pe > I I CONTRACTOR
I i 60458 304.39 i 3U3. Ra .09 P / / ;. 1 1 497¢US'., 'W
LEGEND: 499.7E I+ } ' 1 i 6 Li1RB'I' E OB' _40:23 =12PINE.+20 1
+ 3ge.34,. LA BIO ADDITIVE /3 r ,7507 13 - GRAVEL 1 1 �„ 'bPnf /201 I 3911.5E J\ }
AZL = AZELEA ' dB_ S. O \ _ 506.0- •_ _ P.1RKJ�G 07 90 •�
499A4 1 OtS \ / \� _iO 0 - 5^7.V. _ - �St,J ! ' "`. \-r'
BEIM = BASKETBALL HOOP J y O J I ,(y \ ' _ 24' (, -O I-w� /_ y ' r , ' • 1 ' cc
$
BY, .BOTTOM OF WALL �V 7 1� USM.+S \.' -.• 1 THREE (�) BOLLARDS / .•T+-
c BXWD - BOXWOOD i G t - \- 06. '.,J 1 ,.n. ��
300.8'3 t ZO' .'ASPHALT `07.05+ ( .'
CED CEDAR 498.755 I BR-RNA ; �, - EVENLY SPACED �{rI+ M
3 CLARY .CHERRY I G ; 1 y Ot39 - r02y �-T�-.J/1+ >•YR . _ iC5.4D 305.94 '.. + DRIVE - - - x -x '� %J4 +•
CM = CREPE MYRTLE pK, _ �y a;-�- 55'2- •yam-` 5T L�^.. a✓1 �, '7� cc
C
F CMP = CORREGATED METAL PIPE ` 498.95 - �- • a. 4� ti+ 176 H X • ® i 1 ' -I I O
L DT .DIESEL FUEL TANK I C E ^ �, --12CEB,�30._ '^'_ `�_ - - �� �� - __ _ %�--- X;- x X. t
7 D/2s ,dCED7'16-49?53- - �x - X -•8 , / t t X �- X T x 5 EC-1 CLASS I p
DW 'FINISH DOGWOOD I O 1 __ - _ - _ OCs 6 7.?-p2 1 >,•� i
1t 8� `4353411 • �5 _ _ _T % %
6 G = GAFLOOR ELEVATION I ,OGEE/15 OQ � =0P0 - _ j i 00."3;6 1: IT ��
GT .GAB TANK I UJ 0_ 1 /�AZL/6 `' -gIZB� T�_-� - +p3�nJ` �1D ,4 �- �' I I STONE MIN. O
IOCED/13 t5PW0 - 39N�E130 --_ _ ! -50 .
- GW GUY WIRE F- ' ! / 3097.57 49>_39N IBCEC/15 497.33 # ` Z. - Tr 41•e'a0 �` �O`T`-+uP+^` 9 N % �1� , 6 )I I I _ 1 - 1`' �F DPTH=2 ii• O
_ tzLOG/2. _
IF
.GUY
s o ` - _ . 10'z `IO P FOR .-F== * 10 LF 111" ADS 11-1_ ; 7 N
c IF a WON FOUND ;� %-Y 3OW. 15• !I 8CED/15 497,36 ' - - - 911! _ 501: 3 _ 1 a
6 I Q % PE ! • • 8 7100:3 �. !
/ S 98.66 28PWE/3C (1 - _ - - `�•� • f PIPE O OZ MTH
LOC =LOCUST ti I IT
1 9 :2CED/15 3CHAY/3 1
m .LIGHT POLE I y I .49).9 DC'ED �N' V 3 L 397.39 iOVl.'!3 _ ` ,j�F"` -.
g s MAP =MAPLE/, 498.06 - �-, ISPIRf /25l #15LOY'•>. _'1C'v`` INE/2 .� -T :30 T: WATERTIGHT END CAP
' MB = MAILBO% I iiYYiY �a- 'T • �y 1;7PCP.:3LT. Ap,. ,2� ��' ^EPIN / >-/,,,/wy �-"'•'�
I 9 4.911 03 1 a ( )
fi 499.311' -$ ieC-0/25 -e t3P'AIE. 0 - ' . r--' ,0436 FOR RUNOFF STORAGE O
MLB = MULBERRY 2 I F AS446 OCED X20 a #,OD!4pO OPINE/30 ~395.3= ` 503.-r-.-^• eCi1RY/20 G 0 j
OHE OVERHEAD ELECTRO LINE I I 496.19 12CEC/25 1
9. �,�' 197.98 `5 u7
PB = PIPE BOLLARD (39719 497.3v ♦ SODA- / .J
e 30CHRY/G.
< POP = POPLAR I ))� 1 I ..' ' DWELL A96.88 I
RO = RED OAK C I 495.03
S = SIGN I xJ ul 1 49595 �- TMP 48-1802
r THRESHOLD ELEVATION g � DANIEL C AND
S TW TOP OF WALL �� Bd TMP 48-1501 / KRI6YEN S. MCFAYDEN u
UP UTILITY POLE w I / KELVIN D. AND D.B. 2701 P. A8 _
UPT = UNDERGROUND PROPANE TANK I USHA412 DEBORAH J. MCDANEL D.B. 1642 P. 623
e = BUSH/S . BUSH WITH 5 FOOT DIAMETER .i4/ • �•a Jt DA. 1640 P. 337 / DAL 1256 P. 71 PLAT
12Cf:D/23 = tt" CEDAR WITH 26 FOOT CANOPY IDIAMETERI
D.B. 1253 P. 71 PLAT / ZONED: VR GRAPffiC SCALE c U z
M.E. MATCH E')OSTING
ZONED: vR C7
P r + LU
TC TOP OF CURB/CONCRETE 6" DIA CONCRETE FILLED SEEM LOT B / LOT C 0L W 5
GUARD POST, PANTED YELLOW • 0 � h
S P PAVEMENT ELEVATION W/ SMOOTH CROWN ON TOP Z Z
s O DRAINAGE STRUCTURE CALLOUT (.1 D
e 6 SILT FENCE 2: z 2" SM-125 r�.t J C
SA Q OC 5- A3 PAVING CONCRETE W/ 04 REBAR O
M Yp%XE OF SWl Fr-
- 011-25.0
NOTES: o Q Q
,A
I. PPE BEOWaG ATN BACKFlLL SHALL BE CO SISlW NTH VOOT - m \.\ . �� , ' .� �. /;
( AND/OR AOS STANDARDS AS APPLICABLE „ Z
s L 2- TYPICAL ASPHALT ANO CONCRETE PAVEMENT SHALL BE SLOPE TO GRADE 04 REBUT - Ia- o.c (trP.) MISS UTILITY OF VIRGINIA O Q
CONSISTENT NTH THE PAVEMENT SEC71NS IDENTIFIED ON THIS
SHEET. GRADE LEVEL BmANK,US TACK COAT y. F}��
11' VOm TYPE I. LA0. 21A AOCHECAIE 915E 6' VpOf TYPE L LA0. 21A AGGREI;AIE BASE `_
5 ]. IN THE ABSENCE OF DETAILS OR SPECIFICATIONS. THE LATEST SUBCTADE - STABLE AND COMPACTED TO A DRY '7 W
3 VDOT CRITERIA, DETAILS µD/OR STANDARDS SHALL APPLY. I: OENSOT OF AT LEAST B5% OF THE SOILS SUSCIIAUE - STABLE AND COMPACTED TO A DRY z LL.
14" LONG 05 REBARS STANOMIC PROCTOR MAX. DRY DENSITY (AFM-1193) DENSITY of AT LEASE 95X OF THE SOILS O Q
4. TRUCK ACCESS TO THE GARAGE MUST BE MAINTAINED AT ALL
)' ' { ! 4 EACH POST) TOA DEPTH 8' BELOW SIMRADE D"ATKH. STANDARD PROCTOR VIAK MY OEIaSTfT (ASTM-x99) �- W
p TO A DEPTH 8' BELOW SIIBGRADE ELEVATION. -
u
TIMES BY PHASING THE WORN. CONTRACTOR SHALL APPROVAL OF I �ar
_ m
GALL BEFORE YOU DIG
Tn 18' DIA CONCRETE AT 4" POST 1.800.552.700'1
. 5 111E PHASING PLAN FROM THE FIRE DEPARTMENT AND AIBEMARIE J`'• : }.. CONCRETE PAVEMENTS
PNN_ P PRIG, H THE TRACTOR HAL OF ORDINATE WITH. FOR tJ-. 24' DIA. CONCRETE A7 6' POST ASPHALT PAVEMENTS DATE
i>a i FNAL PAVING, THE CONTRACTOR SHALL COORDINATE WITH THE 1} � ORIIRAL'71OC JONT SPACING LA0 STEALER I1µ 20. x41-125 9lBIFACE -L%7LIRSE T•FR RIOT Bl=EOFlCATOIIS SECTION 211
•'" 5 FIRE CHIEF. I YMRRE CONTRACTION •TONT DEPTH of 1,5'. ft-MO BASE COURSE PER VDOT SPErn1u0TITLE REFERENCES:
pNs SECTION 21t SURVEY INFORMATION PROVIDED BY: 0.3/22/07
L•N RATIO FTNt JQIlS SHALL BE N THE RANGE OF CS TO 20.
T! y1
Fy
n q ? 5. STORM SYSTEM AND DRAWS ARE NOT DESIGNED TO iV ARL E4TRANMENT SHALL BE 5X +/- 2X
PROJECT LA0.
STONY 57 R 3. ASS FIRE co.. INC. THOMAS B. LINCOLN LAND SURVEYOR INC. 113038006
D.B. 573 P. 493. 4199 PLAT
R E ACCOMMODATE -SITE DRAINAGE. BOLLARD DETAIL -- - -- D.B. 412 P. 1133 632 CHARLOTTESVILLE. VIRGINIA 22901 SWEET NUMBER
G. DUSTING RAIL ROAD RES TO ROANN. TYPICAL CONCRETE PAVEMENT SECTION TYPICAL ASPHALT PAVEMENT SECTION ZONED, VR 434-974-1417
" $ NOT TO SCALE NOT TO SCALE +,
n� NOT TO SCALE � OF 1