HomeMy WebLinkAbout044-95 Mark J. Tenenbaum - Shawnee - Backfile�14V
(itZAINAGIE N-'T/ /
/
7
%erg L/2'9 Too A
Zo bFQAtNArGE I°\
o-
THE LAN1� 1 Fr-_ J. -TI-NI-NBAUM
1 ZONE" rat- I
'10K tJSE. \/AVANT
I_
7oJi -�
70l
5
N �o� z3' S� C ZGn.
I
\ 701 7oz �'PAFzKING LoT SETBA�F< I
V I (o7"J• Lf) 700 1
7o I 70o I
I 70' I , N
'x o
Q ,I yL t7U Nl P_7TE F?_, Q\ I I
oSURE
Z 1 (YiEEDETAII-) ' �13L�iL FuILl71HG
&7•o IF4 (61HT/ = _1-7
I P. F
1
I
I
I
I
I
I
I
I
1
I
1
I
I
I
I
1
I
I
I
I
1
1
I
I
I
I
I
I
J
cast Iron cleanout cap with brass plug
having a countersunk square head
Panel!a Model PA4SV-CSK (4-)
Panel!a tv idtbl rhoov-CSK (6')
I
square concrete skid pad
ac ■ 20-x 12" deep
I
I j
- aggregate base
( depth 3" )
cteanout pipe -+1
�I
SDR 21
sanriary
sewer main
Wye 45' bend
.:.:.:.,.:.,.:.:. �:i.
%
%
\ -- 6" stone bedding
NOTE Where length of service lateral to exceeds 75'
a cleanout assembly shall be turnlshed at the
property line
�iE WEtZ - L_F_A NoUT PETA 1I.-
� No �iGALE
UJ N p \
-
/ -
I I
_N
� II
I I I �iHdF/ rArz�'A- - - - -�-
Z '/
35
�UNGH FzcbM r - _ - _ �•
I GL. FT.
Io3 0'
(fl
7
7-1
0 E AREAS I I \Z3gq / _
I
1
-
o ��
E,t"IEV. _/ 7 I
I
�'"
1 CTH EIFZ LAN t7 vF I,.f. J TEN EN �A U I.il
Q= T
\I
I ina
�. B. 44-, PG-. 9-ro8
0
LOA vC
�
13
-' IrAe
FL- 3
L.I&HT9
0
0
�
0 /
r,
�QU UJ
(� �-1
11 \ O N
\ USE ' AG H T
-
i9
7,v l S 1 \l
I / - I Z/ ,' _-� u �O''•.v'.`.i -7 t3.IZ.L.-- _ -' v N I
D I1 740 1. ` ca► 70 . r \ ` \ Cif V / I \ \ \
I o Q � ~ O 1 \
\ CL pKoP. GONG.
1 6i 1 O.i q 70l 6 Z} �U M 6 iZ
wII (l 0 ]I N E' �31.crc C7`YP� 701. 5 / \
r "7'
Fz- 701. E \ Z fll %' I
Z �// I 65 (M1tw. ZI * �-+7 If
V.I7 v.T STn.
I �j•, 8 �t I I I tp
YIELD`iIGN �_ / �� \ / •� r Nr �
I ' O PRa�P. ' A17DIT(ONAL / - - 1 � // 1
b
/ I I Zr cF2VI a\ EAeiEME NT'TO BE N N r<
I ' / 1
EX TEMP. 1701.3'f EX. E. P � r701. -17 1 \ A
/ GIJL-f7F�rJAG I I I p�
_ 7bl-I - ter: GI /
1 EA�i E M EN T Ij I I GL FANou , of P P I " PF�P. F l tZC ® 700. - \ j/ (1�0
/ 656E DETAI I-i) 10' {2 700. 4- ETEiZ r H Yl7wA N T n/ / \
I i C A57iSFMBEs �' - 0'1 0 1A / I
B E NGH M A 1� I I I 30 '
SPI1<e yF_TIN Pal G I I I I ENTRfI(NGE
I I I D EX. z WA-TEIZLINE EASEM!~NT
�X.GL1'( l F F I I p � ' I "'� � PROP. G" P.V.G.
<;LEV. ��. Iz WIRE ' / �� I I C ��Nv A v\/ATE12- !MINE oO�
b � o
CCA'r'f 15 /r AV
dENivG A�.D .tY�'�'i
INITi MA f�
GioA L E : I " = Z o00 '
Uj
PIKE
O
�IL��pol7
I�uT�
�7
r
T
%
V
Z
-2j
GAIZPEIZ'S
ill
\/ALLE�
D
Gt- U E5
RO� J co
U_
-a
/mac T N
�-t-
O
m
s
o
VJ I NG H ESTE t2 tZ.EGIoNA I- lt�W
�j
AIIzPoRT
�F
vt2oA
D R T
E
��IFFVI�K
Cgs
7 /rr ' . 9
fi " Ar f.7
it
rjy
i
I
NdT'E
- �iI�ES AND
I
IZE'A IZ �F
DUi..tFriTEl2
I
I
ENGLo�iURE
I
L--J
TO oe CONS riz�FG -
T®D Tv SAME
HEIGHT ANVOF
lit "1 LAR QUA L-4 T`(
4 ,sfR*r` R 6ATC ®V TI4/L A5'5HoWH.
-- - ---- - ' - i / / 7ot , o-� G 7cb. Coo- \ /oho y
P.F1%`
��LI..
10
a,1oA al
7�1 --_ _ _- 71I.13
�/ SIGHT t�fSTA NGE+I = (000 � +
NOTE '. A Fz EOK CO LJ T
NOSPEEp LIMIT FZZ:2L.1TF F_
PoST� D f•�
P. B. 837 4G7
(oco' FZI W
-7mot GX. E P.
W
- W -
G
APTION EX UI G
GA9 PIPELINE
6„r\
E P
-1-A F' To e E -
F e_; 01' rz- F✓I E I7
g'( F.G.S. A.
�4 (((A))- So Z 1
HAN',EN) ET LIX 1
17. k3 . G'°F 3 PG .74o7
L1,5 E : V A ----A N -T
F.G.S. A . GoNsTlzc.iGTloN NOTES
I.
WATEFZ .AND S•EWFFZ LINES AV-e To BE c0H,5TF2UGTet7 IN
AGGOFzpANGE WITH THESE PLANS. THE LINE'? -;HA L-L_
ADt71-TIe9NALL`( MEET ALL OP THE
FREC7EFZ 1GK Goc.IHZY ':�AHITATIoN AU7Hot217Y .
Z.
THE GoNTF2AGTorZ SHALL GooFzDINATE WITH ANP AhRANGE
POP-' INSt'EGTIoN PY THe AUTHo2ITY .
3.
THE SAtNITATt-H AUTHO$717Y SHALL IN57ALL ALL tNA7E12
AND SEIWEFZ 5EtZVIGES THAT GoNNEGT To EXIS7'NG LINE-,
THE l-oef_'ATION OF THE TAP AND THE TEFZMINATION
poINT �F= THE LA7EFZAL. AIZE 71 BE G00FZ-t71HATED WITH
FA V I H G `i(_.I M MA K'i
THe AU'THo21TY'S A5-77i-iTAHT ENGINEER
4.
THE SAINITATIoN AUTHOFZIT-( SHALL -TAP ALL EXI ;TtNG
WATER LINES. T HEl' WILL FUFZNI'7H THE MATEIZIAL`i Foil
g" 13A5E
AND "/AFCE THE TAP . THE GoNTFzAGToFZ MUST MAIGE
PRIME AND
APPL"IGAiTlotil FoFZAND PAY THE GoST of THI'i vvorzFL
PcUBLE -`TEAL-
5.
THE SANITATION AUTHORITv' MAINTENANCE DEPAVZTMENT
15 RED/ P'-NS'1 13LE FoFL THE ( I-ISTA L.LATIot I of wATE R.
METEFZ_ 7. A PEFz"ANENT METEFZ IS SET
2E oU I R.-E
t) THE FIZAME AND COVER To BE PFzorERL-( ALIGNED
11
7
WITH IT'S METER BoX AND "(oKE gAR
a a GoNGRETe
7-)) 7HC- FrzAME AND COVER To BE SET T-THE FIHAI-
(3RADE of THE L-T.
3)1 THE DISTANCE OETvVEEH THE ToPoF THE ---VEIZ
AND THE YOKE BAFZ BE BE7wEeH 10, AND ZI INCHES
AND 4;) ALL COMPONENTS of THC METER BOX ASSEMBL
To BE IN F'rz4t-PEFz- WoFz44lNG orzr�EFZ . IT Iri TH E
r7EVELoPEtz'S /G--NTFZAGTot2'5 IZESPoNSIBILIT
7o HAVE THE METEFZ F3ox INS7AL-F-ED
G�tzIZFLTL-`( .
GX.SAN-F.:1.H----------
EX.INV.Ird- \\
TAP>7oI.�73 - _ _ _ EX Zo' BAN. r-!E\/JER
s=�1 ! X'NzH EASEMENT /
_ �iBWEIZ
IUT (o-J1.4� EX. g" P.V.G. 5AN
cJ �� ---- 17 Ex.iN,/.IN' 6x. SAN. M.H• -
/ rc> P = 7e> 1 . S Ci------- --
_ Ex19TINC roo' IN�tz ESS E62ES�i EASer.�tENT ,� INv. �o.ea
------ CD e. saw , PG 7 zo, C7 l3. 583, PG -r��o PG _7Z�5�
bL -
- - Ex. D112T a�AvwA�' /
Ul PROP- \/ALV E ---- ----- - - EX. Zo' W ATEf2 !-I N E-----�- - - .��
6A�FEMENT
D
lU
D
D
z
�4-((A))-SOZ IZEtNAWANT) VY
----_G.R. HANSEN, ET U X �APF'F��c. I-oo. max. S" WATEfZ- l-INE I
73
TA i1 To BE pEFZFoFZMED
24.
\ \
((A))- Bop _ _ - - _ -
W I NGH E5T6Fz- VV ItA -
PG. -7&
I t-I p L1 5 T rZ- I A 1-
7oZ
i
P- I HISHG0
Uj 6FZADE
OF_X
. GFZA r� E
`
-
--
W
N
e
Z
low t3
W W
Q V
Q
%
fL --I
u,
m
W;,rt
74 L.F.
WATE
U
IL
0
WATEIz LINE
�IzoFl r-�
'7--A I- ff HoIZZ .
I "= Zo') VErzT. (" = Z'
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will be convicted and maLntaLned according
to minimum standards and specifications of the Virginia_ Erosion and
Sediment Control Handbook and Virginia Regulations VR o25-02-00
Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be notified one week prior to the pre -
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final impecuon.
ES-3: All erosion and sediment control measures are to be placed prior to or as
the first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES-5: Ynor to commencing; iand disturbing activities to areas other than
indicated on these plans l,tncluding, but not limited to, off -site borrow or
waste areas), the contractor shall submit a supplementary erosion control
plan to the owner for review and approval by the plan approving authority.
ES-6: The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation as.
determined by the plan approving authority.
ES-7: All disturbed areas are to drain to approved sediment control measures at
all times during land disturbing activities and during site development unul
final stabilization is achieved.
ES-8: During dewatering operations, water will be pumped into an approved
filtering device.
ES-9: The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or
cleanup to maintain the effecuveness of the erosion control devices shall
be made immediately.
- - --7oz -----
EXISTING GONToUFZ
70z -
PFZoPoSED FIWI-,HED G6)NTe:2UPZ
X 7c,1. 34
EX15TlNC7 SPOT ELEV. S LOCATION
X 701. 34
PRoF=oSEl7 FINISHEp SPOT ELE\(.
I. P F.
--' ` 0 '- -
I FzoN f l N FoU N C:�'
✓F
MILT FENCE 3 05)
r
GLILVEtZT INLET F7KOTEG7IoN
TEMPoRAF21' STONE
GONSTF2UGTIoN ENTt2ANGE (3. oZ)
Gp
F2oG1G GHEGf< C7AN( (�j. Zo )
F PFZOPLxED HANDICAPPED PAFZIKING ,
VAN AGe--6751F3t-E" SIGN ( I EA.�
00 P►zoPoSED " No PArzKING- F=1FZE LAN C- "
,.IGt-I ( Z EA.)
t7A-T E t2 E= V I S 1 o t-1
10-�-�5 PERTFZ.G.GOMMENTS
I I- 14- is PEIz AGENG'( aoF.4ME
0;
H. BRUCE EDENS 5-
No. 000162-8
10
s04
O Z O -f-G'
i I
r
5CALE IN FEE�T
I TE I-2A TA
I TAX FPA r2GI- 1- 1. d. N o. = (04 - (( A )) - 5c' .
2. TOTAL 4 1 T E AFz6A = o. 04-:�? AGtZES.
3 . ow hl E P_/ t7 E V E Lo
fit A IZ 1C J. T E N E N t3 A U M
T. z f3o,( 3&4 S
13EtoVII_t-E VA. 2.Z,oII
(540) DSG -Z•oll
4. Gu1ZtZENT zotJE tir-I IGUI2FzENTUSE: VACANT
E. ptzoPoSED USE METAL TtzoNlG�i
FABRICATION SHOP E OFFICE .
(o. F. A. R . GA Le--U I -A TI oN
TOTAL PFeOPo9Et7 FL_oO�AFzEA= 3zooSm.FT.
TOTAL L--T AREA 3G'�`3SGz.FT
F. A. FZ . = o. 0 0-7
7. EXISTING S-IGNIFIe'_ANT EN\/IFzoN1.rErdTAL-
1=EATUFZ ES = NONE
8 PAF2KINAFZ
i'AFZKING IZEQUII`C--C7 =
I PErZ I-"F'L '-(EEC S Et-tPt-o'(E1-5 (PEP--ov`/NE1��= E,
+ I PER ZSo FT. z-p9-So FT. Z ± ( NET) = Z
TOTAL- tze,2U I Fz•E D = 7
ToTicL SPAGE5 PFZ4:>Vtt7ED = S
(7 Re-G. +- I H.c.)
� TFZAFFIG COUNT 174-TA
GODS Ito- LIGHT II�IpUST121AI-=
(v- '�> r�7 T F' D. / loon FT z
3Zoo FT r,7 T I? p./ l000 FT z =
3. Z x6, c!? 6�7 =
Z Z. 3 Tf<-I P`5 P E FZ I�A'f
lc?, PFze2PoSED FFZEE - 57AHP'ING SIGN 7 NONE -
VVAL.L- "oUNTED L_ETTF=P7-1 HG 191 oNL.`( SIGN AGE
PFzoPoSED. AFzaA c7HALI-NOT EX GEEt7 ZOolo
JF THE AFzEA OF THE VVALI- To WHICH '71G,H
15 AT TAL%HE17_
I I. TOTA L D t,57U IZ-E3 E P A 12-E A= O. G (o A G F2 E 5.
12. PFznPoSED OLITDooFz LIGHTING = BUILDING
MOL1N7Ep WUBL-E FLc:�obl-IGHT FIxTUFZE
(I EA) DIRECTED A-T PA RILING AREA .
APrKaVED 0'( FIZEP. G0. ZONING APM1t4 .
�?�
Zo1J1NG t7M1i_41I 77FZATol2 17ATE=
/)
C%
SITS FAA H
oN 7H C LA H 17 G'F
M A tZ I< `J -
TE H a H ESAU M
oJHAVII/NE_�E [:;)ISTIZIGT
Frz.EI7EFzIGK Gc�>uNT'(I �/l[ZGIMIA
rjGAl-t= : (" = Zo' SEPTEMBEFZ ZS, I��S
GENT uFz INTEFZVA I- = I '
GFZEEN V`/A-1" 1 NG .
'J7o E5AFKG-FZ LAtA E
WINGHESTEFZI VIFZGIt-FIA ZZ6o3
r ,
I7FZA
/
/ (a8
te ���J boo `' / � �9-'- ((A
Zo b1QAtN/91GE o-f'HeF` 1.-ANt7 ";1F 1_ i_ J TEN ENI3AUM
D. D ioF 4 PG 4 to
ZONE: rat- 1
1oK cJ 5E . \/AGANT
1 I
-7o0_
5 '
o
Il\ '
-
\ 1 701
7�
N Uf � I Col � 700
Ii1 \ I Zoo 7o I -
\
r N \ T
�7 � ` DU M PSTE � �o
\ / b
Z � _ � a �wGL-osURE / L
(YiEeDeTAIG-) �13t-AIL Ull-Ptt
(.7.
o' P�PooiE ,I �T�-'i9. l
1 H�(CJHTi = _I-1
I P. r
I
I
1
I
1
1
1
I
I
I
I
t
I
R I-- cast Iron cleanout cap with brass plug
having a countersunk square head
Panella Model PA4SV-CSK (4-)
Paneiia n,;,oel rho �-CSK (6')
finished grade
I4 �
i` iei •rj:�
square concrete skid pad
a 20' x 2- deep
I i
I
aggregate base
I ( depth 3- )
cleanout pipe --- -«
I
sanitary SDR 21
sewer main L
wye 45' bend
` `I�'4/�•: �. ,!`f .: .f f•s./.f.f J.f.T:l.J.l.: .f.J.�I.: •f. •f I.f. J.J. J.f•
\ - - 6- stone beoding
I 0
I �
/X�
�N Mnn' I I I I �iHIdq /A FLP_-A- - - - - �- - _ + - Io3. o' U ^� +� 1
r - Z - 1111jjN11 I 7 701 35 0 1 OFFICE 1 1 Z7a. l�Ql. FT�4 - (C A 1) - 8o K
r
/.J + AREA07N�F2 LAN � OF r,�f. _J TEN EN 13A U I✓I
V \l � r W 1 .� a P1tOF'• I I G. �. ,E�4-,E V. _ / 70l . �--- n
N 1' IZ''c�5 3 1900 'i-Q. FT / / / / `I 1 Q 1 1.1 1
1 LOA DI NG� 1\ \ 17. B. 4'{-, f G .
/ / N I7Ror I ` \Uj lu r` I F S 7AG•E FI"�0'- 3' \' 7 I \ z o
1 Q / 0 LI GH Tli pOo12 IZ`O.Fi: / gp O' p 0 0 1 / 1
B ((� I- I of E A G A N T
NOTE Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
propenyline
SEWED GLEANoUT BETA l-
� No SoAt.E )
A/
r
1
I
I
1
I
I
I
I
I
I
I
I
I
1
1
l
Or
/ V -
1 1 n'
701 8
s I \
ND - • IZ - a
r � \
rr I p ,�% \ Z � PROR GONG. Ill I
�VjQq 7oi 6 Z IV ` Li 6AG C Yn.) 701. 5 / \
11\ i/J o' 70f.
I ' % Z' I
Z / hi J:70 4 Tyr p. 76, 1
65 Jk _ I
,IO'
I V. n o. T 5;TI7 .
Y(ELD SIGN 8 I2' In
ro \ \ o -
/
ADDITIONA L i r r �
1JVAtf-�t� 4\ WAfE2LINEi
/ I 0 StsF2VIGC a�\ AAQ MENT'TO�E N N R\IJ V 1
I1 EX.TEMF7. 17OI.3q EX. E.P.__-� J r7ol -17 112
/ GL1L-DF riAG I / 701
7bl•I" 700.'�G
' EA�iEMtENT 1 ' I -
GLEAPNOUT P E EFZ j1 PP P. F I R r_ ® , �0 tv
700. `±" 'r- H Y DRJ4 N T I 0 O /
-- - I 7o i VI
' `
r I I EJCISTIMG
./A c. v
Qi
8 E MGH MA 1Z I <- E N T Iza G E - /
SPIKE yeT (N PO{-G ' I I I 1 I I I S D - EX. Z WATE(�l-INE �ASErJtENT
N 7Gm13 / EX. P/P. EX.Gu\' l I I I I p 1 pRoP. G" P.V.G.
(;LEV. = 7og IZ i WIhE /r l I I C ��Nv= R WAT(=rZ I_rNG o�� 00.
41(1
-- i P F. _
-- __ - - (Nv.= Fi%6.7�i / \ \\ r=X.5AN-1 t.H:-- - �I.Iq \\ EX Zo BAN. �JEvVEFz
�o '\o�6 ` - - - - 6.�- - - - _ \x 7 _ _ ToP>7o(.`J3 l \ y EA`iEMENT
r7 - - _ - - _ - 70Q 6Z\ �o - _ _ 1N\/. W > /0�71.44 - - W EfZ ` �- EX. INV. :)
--------- - -INV. ouTz ��r.4o EEC. �„
EX .INV. (N =
SIC�F Imac-- = (0'00 _ 701 S S
T _ - - --
E P EX19TINC roo' 1NG-t2ESS- EcSf�Es'i EA-5 r,4T INv. �o.e3 -
I (D.13. 53'J PG. 7 7--,D. E3. 583, P6.��a
o Gnu �T -iAP To L3E-------___-------__--------_----------_----- -- � ------
NoTE A FZ
CL
V f� pERF OR t✓lEt� -�---------
NO SPEED LIMIT Rac..ITE IO010 I�x TE N�� I or1 a'( F.c.s. A.
IF le T � D _ bL
VALvE �o tV PIZof? --- - �A15reMENT
I
W
�4-�(Ai)-soz � REMNANT)
?�' CX . E P.
W W -
G
APPFzoX. LOCATION EX. uI G
GA9 PIPE LINE
�4 ((A))- SoI
G. t2. HANSE H I ET U X 1
LD. E5. G'f-3 PG . -7 7
Z O N E /mot - I
L --i E V A N T
CP
F.G.S. A . GoN57V- CT NOTES
I. WATEFZ AND SEVQF_FZ LINES AFZE To ESE CONS7F7-UGTED IN
AGGoR�ANGE WITH THEME FL-AH5. THE LINE5 5HA L--L
ADDI-TIONALL.`( MEET ALL P=E,�zUIFZG_"E:HT5 oF= THE
FFZEDEFZIGK GoUM7 ( riAHITATIoN AUTHoFZI71' .
Z THE GONTRAGToFZ SHALL GoopzDINATE WITH AND A;ZKANGE
Fotz INSPECTION BY THF_ AUTHoFZIT-{
3, THE SANITATION AUTHo1217Y SHALL INSTALL ALA tn/ATeIZ
AND SEWEFZ SEIzvirE, THAT GoNNEGT To EXIST,HG LINES .
THE LOCATION OF THE TAP AND THE TEFZKAINATI.::PN
hOIF-IT OF THE LATEfZAL ARE To BE G00R-t7IHATED WITH
THE AUTHo21TY'S A55I15 TANT ENGINEER
4 THE `i'AINITATION AUTHOIZIT'( SHALLTAP ALL EXISTING
WATER LINES. THE`( WILL FUFZW'57H -THE MATEFZIALS Fo1Z
g" �A9E
AND "AKE -fHE TAP . THE GoNTRACToFz MUriT MAKE
PF21t_4E AND
APPL(GATlotit FoF-AND PA-( THE GoiT of THIS WoFZK
�oUBLE SEAL
5. THE SANITATION AUTHOFZIT� MAINTENANCE DEPARTMENT
15 RE i PONri 113L-E FoF - THE (HSTA Lt-A_rl-H of \\/ATE FZ
NiETEFZS. F3EFORE A PEFZ"ANENT I\AETER IS SET, THE`(
FZF 62c-r I FZ.E
1) THE PIZAME AND Gov ER TO BE PKC1F-EFL--( ALIGNED
A 4 d 7 ii
WITH IT'S METC-FZ i3�X AND %KE BA12
a .. • e o GoNGFZ.ETE
z) THE FrZAtAE AND GovEFZ To BE SET Tit THE FIHAL-
GRADE of THE LOT.
3) THE DISTANCE t$ETWEEH THE ToPoF-THE -VEFZ
AND THE (oKE BAFZ BE E!sETVvEEN I e> AND Zt INGHE5
AND 4) ALL COMPONENTS OF THE METEFZ [3oXASSEMBLY
To (3E I PI-�PEFZ WoFtIGING T t17 THE
pEVELOPEFZ'S /GoN-FRAGTe P2_ 5 RESPoH-5i(F31LIT'�
To HAVE THE METEFZ 13oX AS57ENI13L_Y INSTAL -LED
G�IZFZFLTL`( .
D
D
D
z
_W A PPfzOX. LoG. EX. 13 WATE.Iz L
NA NSEN, E-T U X /Fiz-
TAP To Bfs
7
�4 ((A))-8--� ----- -- __---
W I NCH 65T0�V-- vvoot7VVoF--FKIN C> -
(�. -7(oZ
zoHe•. Iti'f-1
USF- INr-,,ci T21A1--
/
I=IHISHE1�
�k
U
bt
V,
? li
W
Ill
Q
mQ
Z >
(0�8
_j
4z
WW
Q T
IL 1
to
m
JLQ
F. lo"
P V.G.
WA- e
�1 N E
(o�(o
lily
Il-
d
wATEIz LINE
f�lz-aFl L_�
SCALE Ho1ZZ.
I "- zo'r VErzT 1" = z'
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1. Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will be constructed and maintained according
to minimum standards and specificauons of the Viryirua Erosion and
Sediment Control Handbook and Virginia Regulations VR 625-02-00
Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be noufied one week prior to the pre -
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior to or as
the first step in clearing.
ESQ: A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES-5: Prior to commencing iand disturbing activities in areas other than
indicated on these plats (including, but not lirruted to, off -site borrow or
waste areas), the contractor shall submit a supplementary erosion control
plan to the owner for review and approval by the plan approving Authonry.
ES-6: The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentauon as.
determined by the plan approving authority.
ES-7: All disturbed areas are to drain to approved sediment control measures at
all times during land disturbing activities and during site development unul
final stabilization is achieved.
ES-8: During dewatering operations, water will be pumped into an approved
filtering device.
ES-9: The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
CEArrjf^ 1Z Av i1 i IX.,W 0WAU%
dEMiAV AF.-O /W 70
4' , U
r.
�/IGINIT`r MA r
,A//
!1L
`7e-A l- E 1 1 " = Z von '
otD PIKE
�
� I L
UT�
La
TG
Z
2
-(
-AtZPE►Z'S
`
VA L LEA
Cool- F
T
>j
GL U E 5
D
U_
0
m
�
yJINGHESTEF2 IZEGIoNAI-
�W
4j
AIRPo12T
�F
l`
V
A
SD RTC
FFLtIi�
Cgs
'j 111- Y' . . rr'.,5 •
I �
NOTE
- SItES AND
I
li lZ IF
bu tin FxiTl FZ
1
I I
ENGLo�iURE
I
I
L--
To [3E GpNs-ftttJo -
T6D Tv S_4me
H&14+HT A"& COP
lil "I LA R C,UA L/ T`(
QIIJJAfR*re,f 46A7E VC44/L. ASS"ow"
----7oz-----
EXISTING GoNToUFz
7oz
PFZOPoSE (� F I N ISHE� GONTc�UFZ
X 701. 34
EXISTING SPOT ELE\/. 4 LocATIoN
x 701.
FINISHED SPOT E1-E\l.
I fzoN PIN FoU N D
e
SILT F=ENGE ( 3 os)
GULV6t2T (FJL.ET PFzoTEGT(oN 3.08)
�E
TEM PofzA FZ'i 5ToN E
GONSTF2UGTIoN ENTFzANGE
G!7
rZOGIG GHEGK L7AM ( 3. Zo)
h PrZOF E� HANDICAPPED PAIZIKING 1
VAN AGGES5lBLE" SIGN ( I E A.�
® PrzoPoSEID " No PARKING- r=1F7-E LAN C- "
-ilGtll ( Z EA.)
wz- W"
t
17A-TE I W_F_VISION
lO--t-t�>5 PERTIZ.G.GOMMENTS
I I- 14-%S PEIz AGENG'i �of..�tif
0
o ��p
1.
H. BRUCE EDENS
No. 000162•8
SIJR��O4
5--ALE IN FEET
SITE DATA
I TAX hAsZGEL 1. L7- F-IO. _ (04- - (( A )) - 895>`7
2. TOTAL �i(TE AF2EA = o. 0 AG12F-5.
3 , ow NI E FZ_/ t7 E V E LOPE t� ,
t,If A t2 F� J. T E N E H P3 A U I"f
12 T. Z f3 31'0 4 5
gErzrz�(VII-I_E, VA. ZZII
(G4o)-nG5-Zo(I
4. GU0-I2ENT ZONE t..f-I ,GUrzFZENTUSE VACANT
5. FFZopo5Eb USE METAL/ ELF-c--r NIG5
FABIzIGATIoN SHOP c OFFICE .
�. F. A. FZ . GA LGU I -A TI oN
7-TAL PFz�Po�iEL7 Ft-oo�AIZEf{= 3zooS� FT
To-T'AL I-oT AR1=A = 3G'�G35Gz FT
F.A.FZ. = O. 087
7. EX15T1NG 5-1GNIPIG-ANT ENE-N_FA t-
FEATUFe- E'i = NoNE
r3. PA F_- K I H G 5 LJ f./I M A IZ '(
PAFZKI"G IZEQUIIZE(7 =
I FEIZ EMPLo`(EEC 5 EMPL-19'(EE5 (PEF�wNER)= S
+ I PER ZSo FT. Z oFF'IOEC 4Px:, FT. Z r ( NET) = Z
-TO TA 1- '51-AGES IZE62U I FX -0 D = %
To-rAL SPAGE5 PRoV1r->ED = 8
1'7 FzEG . i- I H. c . )
cE7> TIZAFFIG COUNT DATA
GpDe Ilo- LIGHT It-4t7u17TFZ(AL-=
= tv. �ro7 T. P. p. / I000 FT Z
32oo FT Z (-- 6,.-96,7 T F- [:;)./ loon FT z =
lo• P(ZoPoSED FFZEE - 15TANf71NG SIGN 7 NONE
WALL- r�roUlJTED t-ETTEFZING IS oHL`( SICGNASE
PR�PoSE�. AFZEA ciHAL"I.-NOT 1`XGElFP ZOO/
JF THE AREA OF THE WAt-tL To WHICH -71Gtil
15 ATTA,%H E L7.
ll. TOTAL PiF7U25C-P AREA (o AGPP- E5.
(Z PRoPo,ED OUTDoolz L.IGH71HG = E CUILDING
MoUN7ED DOUBLE FIxTUFZE
(I EA.) I7IFREGTED A7 PAFzILING AREA .
AnP9z;1/ED Bi F12ED. Gam. ZONING Abmit,4
Z7 9 5-
ZoNIf-4 UMINI9TFZAT4-l2 17A7E
Z vv I S t's c k -t. "', q.
III -Le r -I s-
SITE F7L_A H
,OH TH C- LAND of
MA M 14 `J-
TENEN ESAU M
SHAWNEE CIS-TIzIG-T
FrZePF_FZI -- GOUN7'(, \/LtZc,FNIA
-jC-A: (" = Zo' SEPTEMBEFZ ZS I��S
G�NToL1Fz I NTEFzVA I- = I '
GREEN 1NA'f, I NG .
VVINGHESTEFZI VIFZGIr11A ZZ6v3
(G9 0) (o(oz - -i-I 0S
\
� 020
- i
i
brZA I N-4 e, E E`9 N f TT/
\ t
i
boo
'
ro - (i A
��
Zo rPZAINAGE /
EARiEIyIENT
of /
'� pTHFz-
-
I-AH17 of �tvi_ J. TENEENC6AUM `
�D 6f4 PCz
Q U Ll: e l:
"C
10
cJ 5E : VA -,-0,
7-1
7o2-
N,6o'z31 sue" c- -;1 Ze, oo'
Ih.F.
Q►
I 1
I
I
70z �'PAlZK1NG ITT `1ETBAGK
I
r
f
1�
I
\
\\ I
�700
\
ii701
-
I
I
I 1
W
I
-roo
I
701 7`
\
�•-
�
R r cast Iron cleanout cap with brass plug
having a countersunk square head
Panetta Model PA4SV-CSK (4')
finished grade Panel a K joel rhoov•CSK (6'1
L_ square concrete skid pad
j A, x 20-x 12' deep
aggregate base
(depth3-)
Wye 45`bentl
1,• r(ri}`:. :;{{: r.: ... r.: .:�:. r.Y•r•r.r. r.ry�.�r.: .rtlt%j.r.r.�.r.r.
5- stone bedding
NOTE Where length of service lateral to exceeds 75
a cleanout assembly shall be tumished at the
property line
SE W E FZ GLEANoUT t7E7A I L-
(
I) - V \ I- ENGtoSUr2E / t /
Z i �jEEDETAIL� / �E3L�tilL FUILl71NG Q 1 I
preo�asE ,( �i� +
- N J\ ` ` 67. H
o I i/ H T/ = _ 17 ' /-r / Tit a
J I� / ' '/ r
Q N I Y J
= Z Z / J q I I ,H Fr /AR-eA-- --- U �• I
Iy t` t-(-1 N GH F¢ObM I -
0 I I 1 \Z3gq / GL. FT ♦ l03 0' 1 1 �4- (CAI) - 8f2K
I m I M tr OFFICE I _
I 1 r.rf . .J T E N E N 8 A U
O I Q 1 G7HE112 LANt7�oF
`nn 70l . \ 17. 3.
W I '� o r PrzoF'- AFZEA I I � G`�F \^E,I.,E�. - / %S \\t r
r ly'xsFci 3 s>oo 54. FT. ( \ \ / / / / I
/ , 1r, A ING F�IZop. I / / / I I :3 1 UJ 1 \ Z o rl
�9 PAGE GLcbv- 3' �p 1
c LIGHTS V_ 17,X,4 � / 80 0' b 0 ° fi u--I \ s E AGA H T
7. -
�1 f0 /l / I i ' r I ' I I I II I I II /GU\J�ILt l -DF riAG • l I ' '; 1'70r,II 1.3�if �i✓I .`f✓ �F G,rN('RO- P.N. -oO./'_U_"lor' Gl. �'E7'At�S0FJz1FOo.7icFuLPI V7. I\ bI1.1� -\ I r. R�/\
� `t \ fN I) I I• ` / i _
T _aS o O
01
� //•1
0 FZ Z 701. 7ol-0Z iZx7o Tyr.N
V. R o. T ST7�I$Y(=Lt7 SIGN ?
' IIONA
AF-141-1
O EAMENT TO E (\N
EX77o1.4V �1\A
EX TEMP. / <4
EASEMT LEA7-TI- i�
-
+
/
, 7
/
1 II
\ \
\
t1
/I
I\I
N
�� l,� / 156E DETAILi) 10'{2 700.4 ETEtZ r F-jYt RANT 1 Q 0 / I
A95EMF3t_( - 3 _ -- O A i
/ I EX1ri71M6 ^ t Il Z �i- P �/ALVE
,�
SPBENH MAW-I� I / - 30 A
ETIN Pol-G I 1 1 II ENTIzNGE I 1 S D EX. z wATERI-1NIE EASEMENT
# N 7G co 13 EX P/P! 1 ! I I
. EX G <a T, 1 I I P Pe-1 P. !i " P.V. C_ . - - - - `
WIFZE l l d �/�l�.i,,- Im op0 �
7d::Iy . e77 I
410)
_P E ,
°n°
71" 7� I - _ _ _ - 7-1.
E X . E F'. I
NOTE A Fz 130FZ L/o u MT_ I
N O S P E E D 1- I M I T FZOU T� I OQ� E x T E N� I O f�I
POSTBI7
I,,. t3 837 7
�o J FzI W
%A/ W -
L�4 ((A))- So I
G. t2. HANSENI ET UX
CJ, 13. 5'F3 PG . 7(�:,7
Z.--(-I E : "- I
L-4 -5 E: V A GA H T
F.C.S. A . GoN57IZtaG714t-;:7N NOTES
E P,
TAP To �E -
P E t2FOR-KA E c7
6i F.C.S A-
I.
WA7EIZ AND SEWER LINES AFZE To BE C0N5TRUGTED IN
ACCORDANCE WITH 7HE5E PLANS. THE LINE i 5 H A I-L
A17t71TIONALL`( MEET ALL FzEc7UIREN(ENTS oF= THE
FREDEIZIGK 60UN_T'( rjANITATIoN AUTHoR17'' .
Z.
THE GONTFZAGTotZ SHALL WITH AHP ARRANGE
Fore INSPFLTIoN IF-( THE AUTHo21TY .
3
THE SANITATION AUTHoF217Y SHALL INSTALL ALL WATER
AND SEWEFZ SEF2VIGE5 THAT GohJNEGT Te EXISTING LINES
THE LOCATION OF THE TAP AND THE TERMINATION
poIHT 1�5"F THE LATEFZAL. ARE To BE G00FLDINATED WITH
FA V I N G S U M M A 9
THE AUTH02171('oi Aoi'i1riTANT ENGINEER .
4
THE 5AN17ATION AUTHOFZITI' SHALL TAP ALL EXISTING
WATER LINES THE`( WILL FURNISH -THE MATEFZIAL15 FoFZ
8"3A,iE
AND MAKE THE TAP. THE GoNTRACTofz MUST MAKE
PRIME AND
APPI__(GATIot-I FoFzANf7 PA`( THE GoST of THIS woFzK
DOt IBLE SEAI�
5
THE SANITATION AUTHORITI' MAINTENANCE DEPAIZTmENT
15 FOR- THE (NiTA I.-L-ATIot 1 oP wATe Fz-
1,AeTEFZ_5. FSEFORE A PEF?-"ANENT METEFZ IS SET, THE`(
REQUIRE :
1) THE FRAME AND GOVEfZ To BE PFzof ErzL-( AUIGNED
v a , 7
WITH IT'S METEFZ 13vX ANP POKE C3AFZ
e GoNGFZETE
7-) TNI= FtZAM(5 AND COVER To BE `7ET To THE FINAL
GRADE OF THE L-T.
-3) THE DISTANCE oETNEEH THE ToPOF THE GoVEFZ
AND THE YOKE RAM- BE BETWEEN 1 0, AND ZI INCHES
AND 4) ,ALL GoMP-NENTS of THE METEFZ 5C>XAS5EMF3L'(
TO 6E (N PRoPEtz WoRIC(NG o1�AER IT IS TH E
PE VEL0PEFZ'S /GoN-rRAGToR'S RESPoNSIBILIT'(
To HAVE THE METEFZ BOX ASrEMBL'( INSjAI-LED
GoRR.ELTL`( .
/ //ice
GX.5AN-1✓I.H: \ G�INy..lr•/1 // EX. Zp SAN �E\NER
TOP=7oI.�73 - _ _ _ - 1 �EA4EMENT
INV. IN a 4-<_ (0�%1._ W E� EX. INV. Ihl
INV, ouT' (o�%I.�Fo EX. >l" P.V.G. rIAN 'iEt
�--------- rJ Ex.INV. IN=-
_ TOP= 701
�C-XIS71NC- loo' ING'GzESS E62ES5 EASEMENT - - -_- INV. T, logo.e=S ---- -
---=PG�
---- EX . D 12T ROA � V / A -(
_ EX. Z•o' W AT6Fz I -I N E ----T- - -
---''- - EASEMENT 1
W
�4-((A))-SoZ � IZEt�tNANT) vV I
HANSEH, ET U X ",APPFZoX. LoG. EX. 8" WA
HA
TAP To BIB PEFZFoFZMED
BY F.c.S.A.
�4 ((A))- 80[�;'
W I N G H E 5 T G Fz- o o t7 w o f2 K I H C�
t7. F3. (0(03 PG- -7(2pZ
ZoN � Ivt- 1
(1 of F- I t-I rJ U S T fL I A 1--
tu
JU
mQ
J
Z
Uj
Q
_
IL
lu
In
74ILI L.F,
III V. e_-. yVA
�)<
!L
Q "
>4.
"
n
0
wATEtz I_IN1= PIa.vFI L-F--
SG-AL� Ho(zZ. I"= zoVE(ZT. (" = Z'
7
PROP.
a rIH15HG1-)
lU / GFza f7 �_
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion end
sediment control practices will be conswcted and m.,unuuncd according
to minimum standards and specifluuons of the Virginia Erosion and
Sediment Control Handbook and Virginia Regulations VR 625-02-00
Erosion and Sediment Control Regulauoru.
ES-2: The plan approving authority must be notified one week prior to the pre -
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior to or as
the first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES-5: Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but not limited to, off -site borrow or
waste areas), the contractor shall submit a supplementary erosion control
plan to the owner for review and approval by the plan approving authority.
ES-6: The contractor is responsible for Installation of any additional erosion
control measures necessary to prevent erosion and s-dimentauon as.
determined by the plan approving authority.
ES-7: All disturbed areas are to drain to approved sediment control measures at
all times during land disturbing activities and during site development unul
final stabilization is achieved.
ES-8: During dewatering operations, water will be pumped into an approved
filtering device.
ES-9: The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
LEGEND
CENr'i^ ►r if jIl AS.AW JW1AU'1i
66,H/AO iti /W*T*
�/IGrNITMA h
PIKE
III
GiD -
t,/tlt-t-�Oo17
u�E
Ul
Z
GA AZrE IZ'S
\/A I-L E
Got_ F
Z
R'Teo�
� d1
IL
O
yJINGHESTEr2 IZEGIoNAI-
�Lu
l\
�oAt7 R7-E
�UFFVIG�
G
Z%1A i * .r_j 1. `A;W QIFUIZ.
----7oz-----
EXtSTIHG CONTOUR
7oz
PtZc�PoSE� FI N19HED GONToc..tlZ
X 701. 39-
EXISTING SPOT ELE\/. S LOCATION
A 701. 34
PFZOre-1-7ED FitI-iHEp spoT F-il
_-- "- 0 -- -
I FzoN P(N FoU N U?
eS
I LT F E N C E ( 3 'r,
GULVEtzT (NL.ET PROTECTION ( 3.08�
GE
TEMPoFzA;Z'( STONE
GONSTi'<'UGTIoN EN-f1�ANGE � 3. oZ�
GD
IZOG.FG GH EGK r7A M 3. Zo )
M PFZOFl ED HANDIGAPPEp PAFZKING ,
VAN AGGE551t3LE" SIGN ( I EA.�
» ® PRoPo`iEp " No PARKING- F=IRE LAN C- "
-i(Gf`-1 ( Z EA.)
PA -T F_ FZF_VISIoH
10-•t-%�i PEIZTR.G.GoMMENTS
PER. AGE NC_'( GSA lit
��F,ALTH 0;,
O ��p
Q
U H. BRUCE EDENS 5
MNNNIMN111-
11 sugq�
o z c �c
5GALE IN FEET
SITE I2ATA
1. TAX hA 12G E 1"- 1. r7 _ F-10 . _ (o 4- - (( A )) - 80
2. TOTAL- SITE AREA = o. 0-4-1:9 AG12E5.
3 . Ow r`I E fZ� J7 E V E LnPE l°C
f.�t A tZ FC J. T E N E N P A U M
IzT. Z RoJC -3(04 e,
0Etzlz-(VfLL G , VA. ZZ(ol1
(640) en55-Zo(1
4. Gu2tZEHT ZoHE K4-I , GUI2t2ENTUiE" VACANT
17, pRopo5ED USE METAL_ EL-EGTtzoNIGS
FABRICATION 51-1oP >✓ OFFICE .
(o. F.A. FZ . GA LGU I -A 71 vN
TOTAL P�Po`iEC7 Ft-oO�AfzEA= 3ZooS�.FT
TOTAL L-OT ,AFZEA 6z.F7
F. A, Fz . = o. o S"7
7. EXI5TIN6, SIGNIFIG-ANT ENqIFzorIMENTf1l-
FEATUFz.E`i _ NONE
0 PA FZ k 1 14 G 5 U ""A Fz -(
PAIZKIr-JG 12EQUIIZED = I PEFZ EMPLo`�EE
tv(AX No, OFF EtAPLo-(1-ES WNER) _ (o
GiPAGES 12EQUIFZEt7= �o
rjPAGES PFzO\/lt7t=p = % (DREG. S I H.G.)
� TRAFFIC_ COUNT DA-TA
GONE Ilo- 1.._(GHT IN17Uo7TrzIAL_=
32oo FT Z r,,.��7 T F p./ l000 FT z =
3. Z x
z Z . 3 -F Fxi F> E F2 IAA
lo. PROPOSED FiZEE - S7ANr71NG SIGN 1 NINE
WALL-- "ouNTED LE-T7ERING IS oNt_-( 51GN,a,C
PR�-PoSED, AFZEA SHALI- NOT EXCEED ZO-/
OF THE AREA OF THE VVAI-t- To WHICH SIGH
15 ATTA,�%H E t7.
II. TOTAL DISTURBED A►2.EA = 5(o AGIPES.
12. PFZ,oPx�'ED OUTPoioFz_ LIGHTING = BUII_D(NG
Moc-JN7E17 DOUBLE FI.cobLIGHT FIxTUFZE
(I EA.) 17tREGTED A-T PARFLtN6 AIZE'A.
ApPKl:7/ED B`f' F;ZE_P. GO. ZONING A17MIr-1 .
ZONING ADMINISTFZATo►2 17A'TE
EDERICK �(jUNT
FRION
IIAI
,
O�WAPpROVED
ElAPPROVED, 59C d ED
❑ CORRcCT AND RE P
REVIEWED Bye
OV '1
DATE_
sIT�i FL_A H
oN THC I-ANU;> of
M A $Z K `J •
TENEN aAU M
oiHAWf`-IE�_E F,�IS7FzIGT
F 12 E f7 E FZ I C_ FC c-- oU N T -(, \/ I IZG I I -I I A
SGALF : (" = Zo' SEPTe"0>15 --
C--NT-_uFz INTEt2\/AL = I '
GfZEEN "AY, I NC .
7 o r33 A� G- FZ L_- A N F
VVINGHESTEFZI \/IFZGINIA Zz6o3
(540) 6, - 4f SS
"Al
EX. 16 bFZAINAGE P t,-f'T/
b#QAtNA(5E AN of �M
_ &^5eIytENT / oTHt� I-- J. TENt✓Nt3AUM
^oN
�GQULt2'ED �' 1 M ZONE: M- I
705 --
Ili
n
cos \ `---- N 6o'/z3' S� C Z I I - _i$1
I
7o9
.\ . t z -- - 70 3 I I I ( 1
7oz 1 r ( I I
N 7 _
00
� 7oc II I j I
N �1
1 I I 1 1
A.
z
I 1
PoSII E + I I
W c J� ` \ ` �v &( H Ti = - I -7
m/ � r I
_ _ O� I 1 8 0 - IZESTfZtaoMri l l % i l l � � I I I I
N Z ZHdFT 11 , i J g t c l N GR 1 Fzct7l it I I r I z 3 l /Acz, �F
OFFICE -6_ - 1 o 3. o' J L1 I 1
0 I I 1 99 `�
l I I t 1/ l l r - 1 r_4. J TEN E N l3 A U t✓1
AtzEA I I t=.F. ,F7t.lEV. _, 7ol.�S \` I 1 G7HEIrz LA NI l7 OF
N 1900 oiQ. FT 1 \ / / / / I O P G .
\ I I \ p. g. 44 ,
Lo11
�omart I \
0 0 0 / (� �I
UriE'. AGA NT
_ p oP. GI-EANoUT 0 \
n v u
�A WNING
..a•. �
c3 . FZ . L . 701. $ \ I== 70 . �
I I i� 7 I " 7rZOP coN PE2
r I 0
1 / ' Z 0 ?-
I Z N F"
I Z'x7o ' 701.
i Z / I MIN. 5'FZ N TYp. 7oI. 701.` /
1
U �
V. I7 0. T. STt7 701. I 1.01
YIELt7 ei1GN \ I
PAP ` Apol TIONA L
I / r SEf2v(IG EASEMENT'To 0E N N
1 1 \
_i r/'ol • °17 1 � � � � 1
EX.TEMP E. P.
/ Jo 7bI.I- \ 'b1 700. ` 4) ,
1 I EASEMENT I I p�P ' l 1` �
I , \
/ / ' GLFANOUT. 1 P I �P. F I RC \ . Ai� N
i I �' i IO12 700. ETe PF
FZ r H,(7WAN T I 0 0'
x A95et,40 O � A /
rr
V%
SPIKE �iET (N PoLG ' I I 1 11 S D EX. z WP-TERLINE EASEMf=NT '
¢F N 7�a,13 SX.GUY l I ' 1 PROP. G" P.V.G. - -- `00
/ / \
ELEV. = -7c, -. IZ / i=x.?/P. WIFE ' ,l /r I I p TF lV - R WATEFZ LING- oO (7
` /�tR O p
GAP 7�r�t`DGLTA�O
I.P. F.
LAVING -iuMMAiz'i
p
W
_� Ex.IWV. IrA= \\ V./EFZ
GX.SAri -I t.H: /s1.14 ��\\ EX. Zo SAN. `7E
�700 �Z� - _ _ TAP= H -- .�3 - _ - - - _ _ / lltt
?moo _ (/��EX.INV.IN EA9EM -NT
I N V. - = (owl .4li , �. 1jA N 9 E Vim/ e:Fz S (e91. z� /
-- - - - - - - - - - I Nv. ot-lT' (o�JI.4� EEC. 0' P. G • -
-- -- �7 1=X. INV. IN = t=X --AN M H. -
SIGH T nrSiA NGF = �000 � +
A E2 E50E2 Goa MT
F?oc.l T E I oolo E. x T E Ne7- l o NI
P. F3 . 837 4 G 7
r"o' W-_( VV
?p1 �� Gx. E P.
HANSI- H I ET U X \
I7. 93. 543 PG . -7(07
Zdr`I E : N1- I
L4SE VACANT
8" OASE,
PFZIME ANp l7oUBLE iF_f1L
7 " <--oNGFZETE
61-PI.o3 To -
/ P > 70S 6 1 . ----- ---
E P• _ EXISTING 6,0' INGrz ESS E6FZE`i5 EASatAI-r-4T ,i INV.
-- �t7.o.. 3�PC-7 7- D. 13- 583, PG4:?.$.- P6�7Z3� -�_-a =--- -__ --- - \ -- ---- -/--------
�L--- EX. 0l2T ;z-OAr7 VIVA k /
\ \ WATF- -I N E
PROP VALvE EAS
,_ - - (=X. zo ,
-7p0 EMENT
W W
D A PPFZoK. LOG. 1=X. S" WATEF' LI N E
TAP To OC pERZFoFZMEP
BY F•c.S.A-
v./ I N G H E 5 T r; V-- vV o o t2 vV o Fz K I H C"
(0(03 PG- -7(oZ
Z o N t✓ '. lvF - 1
U `7 F- I N r7 CA 5. l--
7oZ
�
i
n-
r-INISHGo
E
LLj 6FZA C7
70o
Q
----- �\
? I�1
lU
IU
m Q
Z
WW
Z Z
>
?
I1L
.1
to
m
fl �
W-
74 L . F . �
I? V.G.
yJA-fE
l'- H
>
��
+
4-
4
0
WATFFZ LINE
F Kz';;F(C-F-:
SCALE HoIZZ.
I "= zo'r VE(ZT (" = Z'
\/IG1 H 1T"( MA p
lY
-ioA 1- E = I " = Z o00 '
aj
PI K E
O
t-At�'L�Dp�
La
Z
-ZI
e-AFZPI=�
5
W
3
Till
�
VA L L E Y
GoL-F
Z
D
GL t.1 F3
'eR�R
J �
U_
/mac y
N
m
S
yJINGHESTERZ tZ•EGIoNAI-�
�W
A I FZ po t2 T
F
l\
�pAD
fur=Ft-IG�
`t' S
MITE DATA
I TAX F ArzGEL I. t7. I- 12. _ (04 (( A )) - BCo`7 .
2. TOTAL MITE AREA AGl2E5.
3. owr1EFZ/t7EVELoPEF�
"A9IC J. TEN EHPAUM
IZ T. Z F5 0>( 3 G 9 5
BE9 P---( VI!-�E , VA. 27- 11
(640) D56-Zoll
4. Gt-•rrZr2El-IT ZoN E : M- I , GU12•FZENTUI- VACANT
�. przopoSED USE N1ETAl-� ELEGTFzoNIG=
FA131zIGATIoN mil-lor' � vFFIGE .
�. F. A - FZ . GA LGU F-A TI oN
TOTAL PK�PoSEl7 FLoOFzAF2EA= 3zooS�.FT
TOTAL I-oT AF2-eA 5Gz.FT
F . A, FZ_ = O. 0 0-7
7. Ex15TING 'i1GNIFI,�_ANT ENEH7-A I-
FEATUFZE`i = NONE
0. FAA FZ K I N G 51--I M M /A iZ -(
PIA FZKING 12Ec52UIR'_I- = I PEFZ EMPL-o`iEE
MAX. No, of EMPLo iEES I"�EF2 --wt-JEF2) = r�
SPACES I2-E6ZLAIFZEb-
PAGES PRo�/Ipr=tp = 7 ((oREG. H.G.)
�. TIZA F F I G GOU H T PA -TA
LIGHT INL7U-,TFZIAL-=
= T• P.p./1000 FTZ
3Zoo FT -_>G7 T FF1 l7./ lOoo FT z =
3. Z x "P�7 =
z z. 3 TFz1 F P E F2 r->A -(
lo, ALL WA-TEF2- ANt7 SEWER MA-fEFZtA1-5 ANC
METHop'i TO t3E F7F_Fz- F.C.5.A. oiPEGIFIG.gTI oNS.
II. plzoPoSED C`UTPQoF- LIGHTING . NONE
PI2-0P01;ECb P:F2EE- 5-TAN17(1-4G SIGNS : NONE
IZ. ToTAI- p ISTUF2Ber7 Ape -EA _ 0. 5(o AGI'Z55
\ S \
\ \ APPROVED E5Y F12Et7. Go• ZONING AbmiP4
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will be conswcted and maintained according
to minimum standards and specifications of the Virkurua Er Ni on and
Sediment Control Handbook and Virginia Regulations VR 625-02-00
Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be notified one week prior to the pre -
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior to or as
the first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES-5: Prior to commencing land disturbing activities In areas other than
indicated on these plans (including, but not limited to, off -site borrow or
waste areas), the contractor shall submit a supplementary erosion control
plan to the owner for review and approval by the plan approving authority.
ES-6: The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and s-dimentauon as.
determined by the plan approving authority.
ES-7: All disturbed areas are to drain to approved sediment control measures at
all times during land disturbing activities and during site development until
final stabilization is achieved.
ES-8: During dewatering operations, water will be pumped into an approved
filtering device.
ES-9: The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
ZONING At7MIN15TFZATo►2
17AT E
----7oz----- EXISTING GoNToUR
70z FI NISHEC7 CONTOUR
X 70(. 34 EX15TlNG SPOT ELEV. LOCATION
x 701. 39 PFZot�oSE� FINISHED --PoT F1-EV.
--' 0 -- - 1 F?--H 1`1 H FoU N p
SF SILT FENCE
P GUWEFzT INLET PFzoTEGTIoN � 3.08)
GE TEM PofzAF2'( STONE
GoNST2UGTIoN ENTFzANGE 3. oZ�
i7A-TE
FZF=V151o�4
1�7 C
QF;�
_.�QOp
SITS FL_A M
off THC LAND oF=
10--t-�5
PERTR.G.GoMMENTS
--
o `gyp
U H. BRUCE EDENS
M A EZ IK ,J
TENEN MAU M
�iHAvVNEE [71S7iz-IG-T
FrzePeFZIGFK GOLJNT�, \/IIZC�1h41A
-2GA(-F-- = I "= Zo' SEPTEMF3t<FZ ZS I��S
�NTouFZ INTEFZ�/A L = I '
GREEN WA'f, I NG .
�70 E=SAKG-FZ LAN E
v�/ING1-FESTERI VIFZGINIA Zz6o3
66z-41S5
5GAL6 1N FEET
�/ --- EX. le, b►ZA t N AC E E'er ' T. ' / / / • ' ,
Ile
\ / / to
HEA<5E / - -'�o �/ o-THE-IZ LAND F TBN�NE3AUM \•
^o'V i D. f3. ro44 PC' 468
-� N `°'GQUU2Ed�� / ZONE:
o -
1- - l r l ' ' 705
0
I ,
�o \ ---- N /6'0o z:3 Ste" C- Zr-f oo'ro IP.F-
I I 1
704
7oI 1 I I
�• \ \ 1 \ 7oi ' / . - - - 70l 7oz I I I I
W\ 1 l07 7� - 70o I I
it
0 r
Z
f pI�PoC,E II ( 'iT + i
N lU Z 11 \� J a B a -p xE9TrLcoM9� 1 // d l /A F2-97A
Z
AV
-eA Nf.J. TEN ENI3AUM
lJ ll1 I I o A126A �. F. L_E V. _/ 70l • �S 1 1 G T N 1Z L A N t7 O F
Nr $goo SQ. FT/ I� \ Ei /I / / 0 1 \ V. 8.
/ \' 0 I / 1 \ Zot1 tf-
1)1 - / r I 31
I Z �o`H /
f a
f l
0 oP. GVEANo(AT t pci • 80 t- '°- / f(` IL I 1 \\ U 9 EN
: A G A T
P
\ I.gT1
I I I 0 i \
ZIIJ
FZ 7. s 01\ Q N
I
r /
MIN S
Z n r U TY h:
YIEI, SIGN
AtiDITtpNAI i
, A/� WATSM-L-1 N E i
i I ' I SEI2�lIGt: :a � N
I I EX.TEMP. t 1701.3{ EX. E.P.__� rlol•C7' A Q
1 \ �
/ 1 GLIL-17E-riAG l 7v 7d>►1';
I EASEMENT I ' I PROP. � I "
P P• I"
�1 O ' r'/ oLBANouT, 1 1 4 \1 ETErZ p -y t7 F I T
/ S Y i 1O` IZ 700. _ "�— f 1 (t71ZA N T
7k / I A95EMB1--f
r -
/
EX.
## N 7GCo13 Fx.P/p. EX.GUY l I I 1 I 1 I PIMP. G" P.V.G.
ELEV. 1 _ -709-• -2 WIr-E p
p 'S '
-t0 t°
7
516F cr r- (A NC-e'= moo' +
A EZ C3ot2 Gov F4T
F�oc.J T E I oor:�> F- X T E N-�i l o H
d. B. 837 � •�'�: 4�7
fz1 VI/?pl EX. P.
l"1
FAVIH6, --iUMMAK-(
Q(
HANSE H I ET U X
f7. 13. 543 PG .7ro7
ZaoI-/ E..: M - I
(LISE : VA --ANT
S'' BASE,
PFZIMC- ANI7 170U113LE SEA L-
7 " eooNG12ETr--
Nv= R
7c—
Z
LU
WA TE IZ 1-(N G
• --x lot. _ r,
N )�IU"
00
/ I
Y V&
' WATERLINE �ASEn�tENT � '(/ � /
ct7
� E rd -
T P-7 ~.73.H: vVER
NV.(H= (0�71.4-(e - - 5 = = ��IJz� EASEMENT
I
INV.oUT' (o�Jr.4a EX.�nPVG, �jAN �iEWEl2 ` \
S EX 1NV.IN\
701 . S 5------
Ex15TING- 610' INGR E55- E6fzE59 EASEMENT INV. _T 10�0.93
_ 3=PG�--o _ 13. 583, PG.-Gi�o £ �Z3—._.-.-.— --- — \ ---\------- -'/
EX. DIRT pzOAt�WA1/ '
WZLI N E
VA L-V I- EX. Zo
P2oP• ,
-�oo EASEMENT I
W W
_ A PPIZo>C . l-oG. F--X. S " WATER I N E I
TAP To 1315 PE1ZF-w-meP
BY F•c.S.A.
Q, J
W I NCH [;9TGIz oC7V'/oF--KIHC>
-7(oZ
ZONE". Itif-1
LA 5 F- I H r�; U S T r=Z I A 1--
/
�- r-INISHGI�
—
--
k
--
—
Wjue
N
E
W;
'U
lL
Qu
j
n
d
a
WATER LINE
(�IZDFI L�
- AL.E: Ho1ZZ .
I "= Zo'I VER7: ("
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will be constructed and maintained according
to minimum standards and specifications of the Virginia Erosion • nd
Sediment Control Handbook and Virginia Regulations VR 625-02-00
Erosion and Sediment Control Regulauons.
ES-2: The plan approving authority must be notified one week prior to the pre -
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior to or as
the first step in clearing.
ES4: A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES-5: Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but not limited to, off -site borrow or
waste areas), the contractor shall submit a supplementary erosion control
plan to the owner for review and approval by the plan approving authority.
ES-6: The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation as.
determined by the plan approving authority.
ES-7: All disturbed areas are to drain to approved sediment control measures at
all times during land disturbing activities and during site development until
final stabilization is achieved.
ES-8: During dewatering operations, water will be pumped into an approved
filtering device.
ES-9: The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
----7oZ----- EXISTING CONTOUR
7oz
PRc�PoSE� FI NISHEP GONTc�c..IFZ
X 701. 34
EXISTING? SPOT ELEV. T- Lc)G.A71,:5,tA
x 701. 34
PIZot Et7 FINISHEp Sj�oT ELEV.
o-----
IFzoN PIN FoUNt7
e
SILT FENCE
eGUt-VE12T
INLET PF2oTEGT1oN
TEMpoI•zAFZ'� STONE,(
GoNSTIZUGTIoN Et,4TEzAH6e-
�/IGI H IT`r' MAP
AAII
fY
-7GA L E : 1 " = Z o00 '
PIKE
-
�I��V,/pol7
Ul
T V %
_
�j-
VA LLE�
Col- P
Z
IL
m
/mac T
o•
N
�--r
s
VJINGHE7TEF2 tzEGIoNA
W
�j
A I tz Po t2 T
I-
�_
l\
�oAt7
�UFPVIIiK
g5
�i I TE I-2A TA
I.
TAX rAF2GEL I.17. No. = (.4-- ((A)) - So'57
2.
ToTA LriITE APZ EA = o. 8¢� AGfZES.
3.
owrlEF2�17EVELoPEI� '.
"ARIL J. TEHF-HOAUM
IZT. Z f3 ox 3 6 4 S
OFIZW--(VIl_I-E , VA. ZZ611
�ri40) 5-Loll
4.
GurZI2ENT ZoN E : K4- I I GU12F2ENTUrsE: VACANT
ILO Po S 1-ID U S E '. M ETA L- E I-.- EG T 1--H I G 5
FAgRIGATIoN SHOP c OFFICE .
/o.
F.A. FZ . GA LGU LA TI ON
TdTAL PK—F-o15;Bl7 FLoo1zAFZEA= 3ZooS�•FT.
TO-TAL LOT AFZEA -- --3, 3'76z.F7
F. A. FZ . = O. 0 8-7
7. EXISTING SIGNIFI«NT EN�/IRohIMENT�41—
F EATUIZIF- S = NdNE
/ �� r3. PARKING SUF.itMAFZ'� .
_� �� FAA IZ K I N G Fz EQU I tz E d 1, `lam E FZ E h-t P L o `�E E
\� �" MAX. No. e�F EMPLo-(EE�5 C hEr oWNEl2) _�
X►A SPACES IzEQUIl2Ed' (p 2910
SPACES REG. S I
TlZAFFIG COUNT DA7A
Gp?E lice- !_IGHT ItCJUSTI--IAL.-=
= ro.°aC�7 T- Pp./I000FTz
3Zoo FT 7 T P. a. / l000 FT z =
z 2. 3 Ttzl rx P r✓ F2 t�A -(
17A-TE KF-V1-91oH
leg- t-196 PERT.IZ.G.aoMMENTS
64,
H. BRUCE EDENS
No. W0162-8
suvq�
5-'Al-6 IN FEET
Io. ALL WA -TEFL AN17 19EWCF2- MATERIALS ANp
METHpLx� -TO156 F'✓R P-G-5.A. ciPEGIFIGigTIc�NS.
it. rKe-roSE,tD LIGHTING NONE
r;zoPo9Eb FREE- 57AN171NG S1GNS NONE
IZ. TcoTAI— 171STU1213Ep AREA _ o. S6 AGFzES ,
AI'i'FRvVEf7 6-( FWED. G0. ZvNIN6, ADMIN .
ZoF.lrtJG At7MINISTFZATor2
17AT E
S I T 1= I% I-- A H
e t2H TH 1= LA H d of
NwN1 �
M A rz 14 ..J -
TSNENESPAuM
S H A vv N E E C> I ST I-- i -T
F12-EI7EFzIGK GdUNT`(, 1rZCGlhIIA
5GAL1= : I " = Zo' 1=7E►'TEME=5E10- z5, 1'D'9e
O°NTcxIR IHTERVA t-- = I '
(3,IzEEN WA1' I NG .
,:!-,)70 13AFCG-FZ- LAN I-
WINGHESTEF�I \/IFZGINIA ZZ6o3
�540� ro6z - 41 85