HomeMy WebLinkAboutWPO201400093 Plan - E&S 2015-03-03.. m /' BW BW �•
UD -4 UNDERDRAIN LAYOUT NOTES: PROPOS DITCH SHALL HAVE PER NENT COORDINATE LLAPPROXI LOCAVON OF 706.43 707• yJ�
NEW PROPaRTR LO WATERLINE (_ _ -
' ' A. UNDERDRAIN SHALL BE CENTERED AND CONSTRUCTED BELOW ALL POSiTIV FLOW ACROSS PROPOSED 1 DRAT AGE ESMT. LINE VARIA E wt # NG WIT UTIffIELD) 5' TEMPQ Y s
- PROPOSED CG -6. SEE VDOT UD -4 DETAIL AND TYPICAL PAVEMENT ENT R CE TO INLET #5 WA 28 INELTES ANtR��i R?ES. CONSTRU TI Q� 706.74
SECTION DETAIL. f
5' TEMPORARY I PERMANENT T�PICAL. ACQUISITI A IESMT.I 706.430 .1
DI- TO -703. 0' 20' ANITARY DRAIN�GLFEAT /N. L -ll UP, 4D 1
/Q CONNECT EXISTING CMP UNDERDRAIN TO NEW UNDERDRAIN. SEE DTL. CONSTRUCTION ESMT. QIN OUT--4700.2 SEW ESMT p �@? po o/ O 7 5.12 \ / 0 707. $ f \' /
25' O` 25' 50' r D.B. 9 1 P. 482 �•CTEFiP/LiRAR� S + O� 707. 3+ S 7/0 2
2Q CONNECT UNDERDRAIN TO NEW CURB INLET. Pj KH /
P61 + NSTRUCTION SMT. \ 6DW "
TMP 56 -62 z a 703.5
COUNTY OF ALBEMARLE �
DAYLIGHT UNDERDRAIN AT EXISTING DRAINAGE SWALE. CROZET ELEMENTARY SCHOOL o
D.B. 1132 P. 262 S 5' TEMPORAR 1� BUSH z'v � t � �: , � / �
D.B. 1115 P. 391 PLAT CONSTRUCTI❑ ) MT. O 1 704.0 \ \ 5, t GR07 Ig10
-` �, S-r R
i 7 I 06.7610 / m\ .1�'.•':,
D.B. 1096 P. 741, 743 PLAT \ ns1� - _ y y
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PROPERT R p
f _ _ ,� _ 705.0 - 'CO
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DI- B, L- _ d' -
713,04 T _ _ Y - ' _ :' + .= 2 T 4.04
f trtrV"" N _ iN =7OOb$ i18i�4.14
1-1. TOP = 700.00' - - - _ - _ : _ - g�... v'. 703.71 ,�, ,. 703.? J
C LV 1N =a
-94./O' - _ _ _ - _ ` - "t> _ _ T= 699.98
/ X12 ��- - - - `=�° 730 3 :: S +`~ I 1� - - �- RCP @ 0.95`YQ T \ p, /
INV UT; 94.0 _ _ _ _ _ _ _ _ _ _ /� ( 2
_._- ..--�� -�' ' "- ; ---."" 704.01 703.60 `' -a �y N ? 50
ANHOLD
ASSOCIATES
LANDSCAPE ARCHITECTS
SiTE DESIGNERS
AND PLANNERS
8311 ROCKFISH GAP TRNPK.
GREENWooD, VIRGINIA 22943
MOBILE: 434.882.3420
VOICE /FAX: 540.456.6422
DAVID@ANHOLDLA. COM
CG 2 1 i PL R \ ` tfiP _ - r - _ _ _ - _ " ~ _ ER s DI -2d -b' ° o z �_ _ W o I O \ r + � �Z A= 1459 24 v J
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]] _ WA
, <s\ � \ .._ �' _ r- _ - '--- _ DiP --- - �,�TOPZ .S x_ ---'' 33 LL � 707.39 X2.3
\ \ 71 , Q8 - � - ° -.°' l`7.D :O3. ",' ° = y - 3619
T1703.$ " OUT -79 A L S'� \ / \> A . 72.36
Q) /.� r.. `\\ 5 LF -15 IN. C4-/IL _ _ _ - = => _RLIN.. �1 I - ®"' 1 6g2,'3 x ( \ as '6 0'.w
o �j - ° _ A r �_I PAVEMEI�I�S N EIS R D 19
699.93 \ / / // 7O2 7�`\\ _RCP_ @L _W16- - ;705 - .�!=� ' :" )p ,. AGSH w N� 704.89 "o - °.....�' ...-" - i'�� ~N 70A.36 / .P 'lX�x 75pH THE CGRB L �/W ISP6T IS A TI El
86 Cg N10 Z °50 30
UP , 1 r� `� ' y ___ D pF _ -' 70 W 2 II »'
i + --� °G / �-`�� THERE IS PiOS'iTIVE DRAIN�Q,G� TOW Pn9-
�0 i I` MIN 1 1 - /fir 701 5 -- �-�- - // r, J� a.7 /� x _ _, / THE INLIET`. 1 �700
{ °
COV /R. / / j i 69\8lCi 9��� �;': 4" ' - ~CG -6
y T - ' �i ",::
\ J 0Q 703.53 /
t+ W h �p 703.,75 �O ! / 701.48
692.97 �J J `r / � t i "i r // / s`�; •z, > %4>�' ' . - °3 r - � -- � y
ES i WIT -ll / / l+ b 3 - _ 3`' 'J 70' _ `° u I - 705.01 . 2 '5
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w l E J - - << -_ � t` _ *�' ✓:. Q� :Y .�
_ _ = ••'''.`'
/ 20' SANITARY
A/ ETAiL ( 702.33 Vfl- T SEWER ESMT
RN o _ _ p 7oa.16 6 / D.B. 979 P.
219
OGE O / O 1 !. ILITY \
-- _ 70 _ \� _
4.47 -'
/ \ - -- - - - - -- �- % / 7102.. \ 11v �3SzFJ { - \�S 811 + C) \ \ - �~ GW TMP 56 -64
-"°° 0000000 \ 11 703.4
_ 76.az.N
._ - _ z-' -. � ,�►^''- - 9 .21 ' t:,,n / t _- -- -' I- _• _'" _ � _-C-�- / JOHN W . D
-L OP= 91.33' - - - _ _ \` / N J. ANDERSON
689.08s ' ' / 135 �- U -111 11 f 1 .rr`��:� O 1 700.31 INV. OUTS C�94 �' X , ,t O 1� i� \ \ i� D.B. 1291 P. 321
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706.64 IN }G• 6UT, 7>
692.11 06 0 5
- 1.�.,
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705.11
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693 S -1 WITH EC�1 - 1t �\7 .:6•. :. ( r � / / J 706.14 \ ¢b.69
® - @ .316% 6.FSzw. BC, 699.95 =
\ _
ASS-A--f, P u ,.. 698. t - / / / 1 + 0
.13 \ itO \ _ �n;,s.> TC L - h J Li LLJ
\ �c \ 1 = 98. 15" CMP r / / / / l / J 706.10 7 Q / / Z Z
BENCH MARK IS NAIL AND \
/ / + FLASHER, SURVEY CONTROL
_ 169 / F99.00 / ` J701.96 / �/ �� 705.09 POINT GP5 -C. TMP 56 -64 S =
\ \� 69 \ \ \ ` - - - - JNV ELEVATION 707.058 ` JOHN W. AND U U
191 - ` {694. 4 0'u :> // 1 / / // ` AGNES J. ANDERSON Q Q
\ i D.B. 187; P. 34
48 \ \ -- i s O / / / � �
_ - _ � .? - - - f i ' �- f - ^-- �' ,-- ..-i / l- G� D.B. 129 P. 321 R'�Y
-lltt Ji !'' y' /r i 700,!96
- -690 �_ + ' / tBC
1700.40
-687„38- ass - - ; / / (CONNECT) E IP�G - -' t 1
/CMP CIJL1/ER 700.880 1.19 t
` Cr-
,6MAP/ 15
'/ / g - / / 700.26 INV. OUT= 694.79'
01 - GRADING AND DRAINAGE PLAN �-
SCALE: P'=25'
� W 73
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NEW ASPHALT PATCHING AND PAVING LEGEND STORMWATER UTILITY NOTES: PROPOSED ROAD LAYOUT NOTES: , NEW PROPERTY APPROX. LOCAiON OF � B 6.43 707, W E3W--
' A. SEE SHEET S -6 FOR DRAINAGE AREAS, STORMWATER I. ROAD BASELINE SHOWN IS BASED ON ORIGINAL ROAD DESIGN PERMANENT LIN &PP N CG IZBN j� II�N T MARKED Q' W -- _ - S\
LE WIDTH J \ - -
PROFiLES AND CALCULATIONS. CENTERLINE AND LANE LAYOUT CONFIGURATION. DRAINAGE ES T. 5' TEMPORARY wATE INE ESMT m THI CONC. PV T. 33,'
706.74 _-BRICK ,
PATCH WITH: 6.0" 21 -A, 3.0" BM -25.0 AND 1.5" SM -9.5A 2. EXISTING TRAVEL AND TURN LANE REFERENCE LINES AND CONSTRUCTION B. 28 7 P, 116 P�'Ci ATE H O �[
ESMT. ER ERTY pN �� T� A, / J I 706.43 RATE PO IVE D�/�i�V LY
PROPOSED LANE STRIPING PLAN IS BASED ON ORIGINAL ROAD \
5' TEMPORARY INSTALL 4 -IN. 21 -A ON cv 4FR6m FA F-- Q
PATCH WITH: 6.0" 21 -A, 3" BM -25.0 AND Z. 0" IM -19.0 BASELINE AND 35 MPH DESIGN SPEED LIMIT AS DETERMINED AR DRA ��' UP, 4D J18 7
OVERLAY WITH: 1.5" SM -9.5A AND APPROVED BY VDOT. CONSTRUCTION ESMT. AGGREGATE. CONNECT �� SEWER ESMT AREA 7 5.12 \ J s 707$ r *WE Q{E 0 - - I,j,�
N11 D.B. 981 P, 482 �5" O 707.x'3 -� \� W p �iV-V- -
25 0 25 50 TO EX. DRIVEWAY. , ORA Y � ti� / + \ �" 2 rt / __ LL N W
C" _ ON7\ 0ST�3' . $R�6 Ur > C TI ❑
SMT , \ 6DW OVERLAY WITH: 1.5" SM -9.5A TMP 56 -62
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D.B. 1115 P, 391 PLAT CONSTRUCTIO MT 1 10
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...:::��:: .. SE NE _ - __� 705.01 _
J / WiM SI NAGE &Sl_AN_ - A_fnfAT-El3 �' r (�pU A - - �T '� ' l J ���� / 20' SANITARY ROAp OPO SEp S
_ -�� _ .� PR ', BID DOC. IO -24 -2014
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�..' / :.'ii:i'�s�':'v. ?: �Si:: ::• , -• -':' :���;`;'ii/•• in ..-- --' i° t ._-- -.''�.. � Bf{F G AY TMP 56 -64
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- - - >- - - - - 00 0000a °o °o / / Ij ::i i ?" q % \ - ' - _ 706.82 N n W, AND
8eoo �'" ,,,..•�C - �J' -' `� _ ~ \ 1 t` �VAD ' OSED STRIP AGN JOHN ANDERSON
�.-- = - - - -, / '. _ t LEGS _ 70 _
\ \ D.B. 1871 P. 34
_��,,,,,,ee.........��� _ p J (�EWAL FROM BACK -DF CURB -rt - - 1j - `� 0 _ 0 , `I �i p 1 iI \ i D.B. 129 P. 321
F- 1. I0.0SO
1" -' - -: \ TO 4' BE y BACK OF CURB n - ' - - + - NET A�
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/+B13 / '% 694.99 / 1Q r _ - 1
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BA j€ .IN-N PJ EMENT \ ,. \ \ \ - -- �i / IN THIS c� 705.
\ / / 705.11 tt
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AD B - \ VERi Y. lt- \ _ 0 / / / 50 A t� /
ROA O�ET �VE.0 �_ 1 \ s fir'/ / / / + 1 LANt ARE 4j IS , + GW
\ GR QTO 693.46 \ t P ESTRIAN LI70 ` a _ - INS Irk / / TURN IN T t
rn RTJ K 696.8\ 7 "" 5� 698 06 .-/ 1NG 706.14
-S1G SIG GE &1 gym„ BC 699.95. �" r° �OPOSE� ST�IP I /
\y3• 6s8 G -12A X / / P ROAD , I
\ - ANDkiCTUATED G : vo T = P . G EM J +
n ;,;: 8.' CG-2- ,-:MST SEX? Rd�IU ' // / E I / AREA T J 706.10 705 t z z
J / BENCH MARK IS NAiL AN�`l. _j _j
LI E ETAIL. , Q . r / /
�"'dONNECT 701.96 / 1D 705.09 POIINT GPS CRVEY CONTROL TMP 56 -64 SCaie
_ TO EX. CURB J o
69 91 \ - - - �NV i / / / 1 ELEVATION 707.058 ; JOHN W. AND \
it \� ` - _ - - 694. J M "'.'n� AN�SIDEWAL'K. MATCH X. / / / AGNES J. ANDERSON Q Q AS NOTED
\ - -- ;`
D.B. 1871 P. 34 c "
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' ;
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Fle
6 MAPJ15 rn 701.19 � Y( � f
700.88 n rj 7'3
� SITE PLANS
/' /! 700.26
02 - _ LA Y-0 T1, LAN Sheet No.:
�. S -3
SCALE: I"=25' SHT. 3 OF I0
Storm Sewer Inlet Summary REV 24SEP2014
LireNo. Inlet ID Area InletTime Int. RunoffCoeff.
(ac) (min) (in/hr) (C)
Q =CIA Q Carry -over QCaptured QBypassed JunctType CurbHeighl CurbLength GrateArea Gratel-ength GrateWidth
(cfs) (cfs) (cfs) (cfs) (in) (ft) (80) (ft) (ft)
GutterSlope
(ft/ft)
GutterWidth
(ft)
CrossSlope, Sw
(fl/ft)
CrossSlope, Sx LocalDepr. InletDepth InletSpread GutterDepth GutterSpread BypassLine No.
(ft/ft) (in) (ft) (ft) (ft) (ft)
1 8 Pipe Junction
0 7.2 0
0
0
None
2 Ex Headwall
0.44 5.9 6.74
0.7
2.08
0
2.08
0
Hdwall
....
....
....
....
....
3 2- VDOT DI -1
0.46 3.8 7.1
0.8
2.61
0.22
2.83
0
Grate
2.25
1.5
1.6
Sag
2
0.083
0.031
0
0.35
8.03 0.35 8.03 Sag
4 3- VDOT D12B
0.13 4.7 7.1
0.75
0.69
0
0.47
0.22
Curb
6
4
0.04
2
0.083
0.031
2
0.17
1.51 0.15 1.86 3
5 4- VDOT D13B
0.72 20 4
0.8
2.3
0
2.02
0.28
Curb
6
8
...
....
0.015
2
0.083
0.031
2
0.32
4.82 0.28 5.52 7
6 5- VDOT DI -7
3.88 16.1 4.47
4.5
8.68
0
8.68
0
Grate
2.95
10
3.5
Sag
1
4.083
0.021
2
0.31
6.68 0.2 6.68 Sag
7 6- VDOT D! 2C
0.28 5.4 6.93
0.7
1.36
0.28
1 -64
0
Curb
6
8
Sag
2
0.083
0 -02
2
0 -32
7.72 0.28 7.72 Sag
Storm Sewer DOT Report REV24SEP2014
Line ToLine LineLength
Incr.Area TotalArea
RunoffCoeff.
IncrC x A TotalC x A
InletTime
TimeConc
Rnfallnt TotalRunoff AdnlFlow
TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevDn Inv EevUp
HGLDn HGLUp
ThroatDn
ThroatUp
Line ID
(ft)
(ac) (ac)
(C)
(min)
(min)
(in/hr) (cfs)
(cfs)
(cfs)
(cfs)
(ft /s) (in)
( %)
(ft)
(ft)
(ft) (ft)
(ft)
(ft)
1 Outfall 10
0 0.44
0
0
0.31
7.2
7.2
6.3 1.94
0
2.08
11.91
3.74 15
3A
694.45
694.79
695.03 695.37
695.00
698.00
7 up to 8
2 1 96
0.44 0.44
0.7
031
0.31
5.9
5.9
6.7 2.08
0
2.08
6.46
3.22 15
3.41
694.79
698.06
695.54 698.64
698.00
700.00
8 up to Ex headwall
3 Outfall 135
0.46 0.59
0.8
0.37
0,47
3 -8
5.3
7 3.24
0
3.3
7.86
4.46 15
1.48
692.00
694.00
692 -73 694.73
694.00
700.00
Out up to 2
4 3 15
0.13 0.13
0.75
0.1
0.1
4.7
4.7
7.1 0.69
0
0.47
6.46
0.54 15
1
694.10
694.25
695.02 695.02
700.00
701.33
2 up to 3
5 Outfall 41
0.72 4.88
0.8
0.58
2.71
20
20
4 10.85
0
12.34
4.99
5.02 24
0.05
699.96
699.98
701.29 701.62
701.00
703.83
Out up to 4
6 5 17
3.88 3.88
0,5
1.94
1.94
16.1
16.1
4.5 8.68
0
8.68
22.62
276 24
1
700.08
700.25
702.28 702.31
703.83
703.20
4 up to 5
7 5 33
0.28 0.28
0.7
0.2
0.2
5.4
5.4
6.9 1.36
0
1.64
10.26
0.93 18
0.95
700.08
700.39
702.39 702.39
703.83
703.67
Inlet 4 up to 6
to inlet captured Q's. See Inlet Report, Codes -
Stoan Sewer Summary
REV 24SEP2014
LineNo.
Line ID FlowRate Line Size(Rise
x Span)
UneType
LineLength Invert Elev. Down
Invert Elev.
Up LineSlope HGLDown HGLUp Minorl-oss
HGLJunct Dn
StrLine No.
(cfs)
(in)
00
(ft)
(ft)
( %)
(ft)
(ft)
(ft)
(ft)
1
7 up to 8
2.08
15
Cir
10
694.45
694.79
3.4
695.03
695.37
nla
695.371
Outfall
2
8 up to Ex headwall
2.08
15
Cir
96
694.79
698.06
141
695.54
698.64
nla
698.641
1
3
Out up to 2
33
15
Cir
135
692
694
1.48
692 -73
69433
0.46
694.73
Outfall
4
2 up to 3
0.47
15
Cir
15
694.1
694.25
1
695.02
695.02
0.01
695.03
3
5
Out up to 4
1234
24
Cir
41
699.96
699.98
0.05
701.29
701.62
0.47
702.09
Outfall
6
4 up to 5
8.68
24
Cir
17
700.08
700.25
1
702.28
702.31"
0.12
702.42
5
7
Inlet 4 up to 6
1.64
18
Cir
33
700.08
700.39
0.95
702.39
702.39'
0.01
702.41
5
Notes: "Surcharged (HGL
above crown).; j -Line contains hyd. jump.
71500
710.00
C,1
;i: t i
����■������ ice'
' TF-
715.00
71000
70500
700001
Storm Sewer Profile- Inlet 7 thru Ex. Headwall
715.00
71000
7002
! rt ! .r ► t ! :t
Storm Senr Profile- Ex. WWI thm Inlet 5
SCALE 1p■} s � i'!4►HL �I' bdOv
71000 71000
air
.f
M
7050(1 + � 70500
70000 70000
E�
695.00 69500
15U -15'x1 %
69000 69000
68500 68500
0+00 0+20 0+40 0+60 0+80 1+00 1 +20 1 +40 1 +60
Storm Sewer Profile- Outfall I thru Inlet 3
11121
04Wl4raia2ron
(90 bW
d59- 6 fit.
DqdP 12h
Apron Lam= 8 R
VAM to- 5ft
IINr►tli Lowo AW daarW
r
r�
n � •
asl s'
Omar.
71500
I !! t
r
71500
Storm Sewer Profile- Inlet 4 thru Inlet 6
® caeerrexetMCW WaeaoaWrowewuroe
® cawwr wawwm so ow cm ■a.er:
® a MMff uroe■wW AT exld M aio WiW 51■XM
■
r
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i r
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e
i ■
r
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r
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r
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r
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r
1
r
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♦
♦ f
♦ 1
■
f
■ ■
j■
1 1
■
■
■
■
i
o r
♦ r
10A4
JIMI L'
■ Ho= 73G
® ``�° � to■=Iii
r
° -� Delta E -33
DA 5 018
168,974 s.f.
® 3.88 ac.
High= 740
Low= 701 '- , W IN rye
♦ Delta E= 39
Length= 696'
♦ DA 3 c"= 0.5 _ ao-/•a�
ANHOLD
A SSOCIA TES
LANDSCAPE ARCHITECTS
S17E DESIGNERS
AND PLANNERS
8311 Rockfish Gap Trnpk.
Greenwood, Virginia 22943
Mobile: 434.882.3420
Voice/Fax 540.456.6422
danholdfhughes.net
ANHOLDLA. COM
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JIMMY L. TAGGARTf v-
(CERTIFICATE) No. 'b
22841
January 29, 2Ll10
1
`� IONAL
High =715 e wa' M os M a a a; M
-,..,r • '"'""� Low =701
Delta E= 14 Ti ,urn a M xe.i � Date:
®
Length= 200' DA 6' Ave, Feb. 15, 2013
'C!-= 0J5
12796s.f PEN Revision:
® DA 2 s �� a Momo 1>8 ac. y DJ-7, NL 7p0.92 1 - e. g�
20,107 s.f. ig - i l.f +a /� �m�+ r°'ir �r - � I A. Rev IAW VDOR' CoN■�ne■fa 113
® 0.46 ac. "a�roa c Low= 703 ® 8 b � B. Rev. lAW County Cairrnetls 2�P13
® High= 715 iiTMi °sn3' " ■ Delta E= 10 y To�a+na+ t'� p - t CRC�j i .
Low = 696 1 1 Length= 17 > � G live 1AW Ca■>y►l1nnt218�14
Delta E= 19 mac~ , - w--_� °=- .:
® Length = 210' � -' �' yw- _ �k roam - - _ _ -- �6781�`ia D. Rw. WN NMrnd Nrrbw2NEPl4
C " =0.8 `- .�-aa� =sue- •v - a� �, '� - _ Tto s
y W1 all la yu nr ca Ir►ap
ce•
a O,
DAL B1 P. fa.22 ru
Scale
AS NOTED
Sheet Title:
Storm Sewers
Sheet No.:
S -6
Sht. 6 of 10
,-_
I 1
NOTES:
I. SEE COVER SHEET FOR GENERAL EROSION AND SEDIMENT
CONTROL NOTES.
2. OWNER SHALL DETERMINE EXACTS LIMITS OF TOPSOIL STOCKPILE
AND CONTRACTOR PARKING AND STAGING AREAS.
3. SEE SHEET S -6 FOR INLET AND OFF -SITE DRAINAGE AREAS.
TMP 56 -62
COUNTY OF ALBEMARLE O
CROZET ELEMENTARY SCHOOL
D.B. 1132 P. 262 0 5' TEM RARY I
D.B. 1115 P. 391 PLAT I
D.B. 1096 P. 741, 743 PLAT I ' C / �"^- �IO I FLSM , c1
EXISTING ASPHALT ENTRANCE
SHALL SERVE AS CONSTRUCTION
?LE
ENTRANCE 711.16
- i' 713.04
DLAT
1 PLANTER ` t7P _ - 704.01
t 4. 6 ;l �� I +=�� ...�" I 1 04.6
I I _ g^ DIP -
AGNEW L' ' MORRIS, JR. AND
DELOIS S. MORRIS
D.B. 496 P. 529
APPROX. LOCATION
VARIABLE WIDTH
WATERLINE ESMT
D.B. 2867 P. 116
PERMANENT
20' SANITARY DRAINAGE ESMT.
-SEWER ESMT O 705.12
D.B. 981 P. 482 5' TEMPORARY S +
+ CONSTRUCTION SMT,\
703.5
703.$6
BOSH \X704,
1 1 4
p��t iii. ^�'� w' ■ 1 �C <)�_,_. �Q •.,,,.:�ti w ,,..all,�..f :ems
7 .83
70 55
711 Q- - _ _ ��..! J 4 7.C} 03
_' -'.•° X - 705.15 y 7
699.93 / / _ %� - - - 7 J ! ..+- -''"' �; ACSA 704.89 ® 704.36 F /,�` x/ SMH
- _ _ _ - - - _ ..✓ >T �,.� ANT _„ yX/ / TO
A/ GE rn IDIV j l - 70/ . '' ` 704.73
L/' 9.7 `y
692,97 "y' = // / 703.53 / ` L r �� h, I - -' � /( / +
i ly % .�•✓•'�'- i / / ✓` T" 41` 704. 4 -- I 703.15 Q / 701.48
- % A �� ;: ➢' 7 " = 70501 • fJ2' / YG /
i
i°�ei,'ii
0-3. 60 ' 'A
x
x `�X INV QITT J
9 M \
�. 1/ 6.
+ % o -2,00
701.29 O
'�\ % c I o L 1 +"'� "/ " f 6/ I .-ti � 8 '- 0 -.� "'/ C - R s � - EP - n I - -'_ 1- C--/ -_- - - �.- / . . " °. - � - oe< o "$° _ ° ,a °yo _ ° . _- -.- - -� - .. -' _ _ _ •- ' - / �- t / - i�U - 1 _ !J : j ^i- C% " F �17, " �`r 3 r , art+C ,. 4 // � � / a. $3 � � W - _ _ \/ �- \ ,_ - . -7 02_ 3 3 � �_ � \ tlyrnIl 4\ _ _ 70 3.4I 1 _ -- . , , _ J � - - � _ •J `"� . �05,_` _ - h _ ° '.- -- �r\(_ ` _ _ _
+ ,
/
' 20' NO 11
SEWER ESMT ME W
� 70416 6_
V g GE O _ 70447 W x 762. 706,82 »N SE
ms 697.21 0 9.08 700.31
\\
� J _
_ -�+ i 11X i /89113 p94.99
� J+
/ \ t 1N�6UT ' 706.64
v
C _ /
\ r' -700 92 f
692.11 i / --- ET �\ Yf - .v- \ .�--- � . - ,- W
-�` \ / ' 1
"�Z O � 4 / 706,05
CR B1� +�� \\ \ / i ' + im 705.
85 � � � G
� , „- ,z. +•;�b \ \ /' /�05.11� �` 70 ,2�5
Ik- 68.77 /f lA - S LINE \ ` _ S \ \ w+ \ _ 1 ` X00' / / // 1 �
R J - \ lrf IN�y /IN / / / / 1102.93 l / f 7
%/ \ _ \ 693.46 \ t \ VI 7 1 t ( �\ 698 06 / / 706.14 \ ` 516.69
't69640 \ w BC 699.95 '� _ _ ` / / / / / / ' / / c0
690.13 _ A IVlO \\ \ \ 698 G = ! �' / / / / / / -t
\ _ \ CMp / / / 706.10 05 w W
\ \ iity� \\ \ \\ 694.7% s` a p... x 9= '� % �{' 15" _/ / // // / z z
\ \ BENCH MARK IS NAIL AND
�\7 / + FLASHER, SURVEY CONTROL = _
6 / 99.00 / /701.96 / �/ Qh 705.09 POINT GPS -C, TMP 56 -64
/ s JOHN W. AND 00
\ 691\91 \ \ / ` / / ELEVATION 707.058 ! AGNES J. ANDERSON ~
O D.B. 1871 P. 34
J D.S. 129 P. 321
T
69_0 =_ �, + / BC 1
- - -- _ _IN- �UZ f � y�� � // '� ,700.40
' � '
6MAP /15 700.88 1
' 701.19
700.26
6M P%15 / t
/I
TMP 56 -64
JOHN W. AND
AGNES J. ANDERSON
D.B. 1871 P. 34
D,B. 129 P, 321
D.B. 979 P. 219
1992 3.07 1992 7 199
t�
TABLE .32-U
VEPCO EASEMENT
WIDTH UNKNOWN
D.B. 355 P. 3
Z
APPROX. LOCAT46N OF
WATERLINE (NOT MARKED
IN FIELD)
7
PROPER Y
ACQUISITI A A,
4D /18
/ UP. i 707.
707`03+ ` _)s
01
)4.04
N
\ 704.14
O
ONE 01.95
ALL
W \ 1161
BW
706,43
70
r
O �
006.43�Q
Q�
I '1 •' I '•
SCALE:
a
i- 1 " t ta)x ate. Fa ri Fit �r
r
Source-. Va, DS WC
Source: ce a DS WC 50d st Gj
tr
Sterw +
and Y ant Late 3C7 3 �I�te 307
Plate
r5.
NOT
ANHOLD
ASSOCIATES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8311 ROCKFISH GAP TRNPK.
GREENWOOD, VIRGIIWA 22943
MOBILE: 434.882.3420
V DICE /FAX: 540.456.6422
DAVID@ANHOLDLA. COM
vLI
``
CR0ZE-11 18
~f ST' R,��
/
105.79
'05.0
7 5.41 _:_ 70� `
Lij
709 311
+
250'30„
pE� A' 1459,24
\ 707.39
R- 7237
36.19
A-
19'S0
LIJ
C- �10
CB= 250'30„
AR9=
I '1 •' I '•
SCALE:
a
i- 1 " t ta)x ate. Fa ri Fit �r
r
Source-. Va, DS WC
Source: ce a DS WC 50d st Gj
tr
Sterw +
and Y ant Late 3C7 3 �I�te 307
Plate
r5.
NOT
ANHOLD
ASSOCIATES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8311 ROCKFISH GAP TRNPK.
GREENWOOD, VIRGIIWA 22943
MOBILE: 434.882.3420
V DICE /FAX: 540.456.6422
DAVID@ANHOLDLA. COM
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Job No.:
10 -24 -2014 GP;
IF DAVID T. ANHW
CERTIFICATE No. 1#'
000311 4t
Date:
FEB. 15, 2013
Revision:
BID DOC. 10 -24 -2014
EIS REVIEW 1 -29 -2015
Scale
AS NOTED
Sheet Title:
EROSION CONTROL
PLAN
Sheet No.:
S -7
SHT. 7 OF 10