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FUTURE ENTRANCE
zoNE: t�f- ( LEGEND
/Z" C4�USNEO STONE l2/A ) z" S -5
CURB 4' GUTTER l/0/- ST O. CG - 6
. � 3- CRUSHED STONE (Z/ A )
00(/9LE SEAL
F-77—•: Y C.PC/SNED STONE
TEMPORARY ST/7Al�t/ BAL E
SED/MENT BARB/Ek'
7Z0 )CROPOSEO F/N/SNEO CONTOUR
— — —700— — — EX/S r/NG CONTOUR
�=S�= 4 " SEINE,P SER 1//CE Gt/�C'L EA/1/ OUTS
-W- -- - 91d " W,4 TER SE/7///CE L//1/E
-- -- S rORn-1 40Rq/1V P/PE
CONCRETE 040
A r i'�X. I -oGAT1 oN
z - 3 - DS S► Te Ft_A N
NEVI 5roN )
15 Al
14'-
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11VV. OUT = 7/0. 86
evo S/Oil/ 41vD SED/MENT NO TES
1
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5' W406-- EMERGENCY
SP/L L W, 4 14 T 7/3. 50 W1 TH EC- /
` RIP RAP ON SP/LLGV,4V<1N0 SLOPE
OA- BE'R/V -
A //VSTAL.L OETE/VT/O/V BASIN BERM ANO OUT1-ET P/PE 019/0R
TO 67YC4(/A T/O/V ON &,4Z,4`1VCE Oc- SI TE,
Z. ,oLgCE C4US.yEO STONE F-/Z TEP lJROU/VO /NL ET ENO Oc-
R/PE
TO ACT 4'S SEO/ME/VT B,4WR/ER
3. AFTER S/TE /S T ZW,6-7 4 7-E0 giVO STAB/ G /ZED REMOI/E ACCUMUL 9 TE0
SEO/MEi1/T 41110 G'R%l/EL F/L 7'6-1�9 14/VO SEED D/STUBBED 4RE4,
OWNEF- (Z-3-05>aS,IT&PLAN FzEVISIvN)
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PROv 11A�SN4--O G�/I DE
N to
SECT/ON 7'A1RZI ENTRANCE
EROSION AND SEDIMENTATION
I DRAINAGE DITCHES AND SEDIMENT BARRIERS MUST BE
INSTALLED AT THE BEGINNING OF LAND DISTURBING
ACT/V I TY.
2 ALL DISTURBED AREAS ARE TO BE REVEGETATED AS
SOON AS POSSIBLE AFTER GRADING.
3 SEDIMENT BARRIERS AND ACCUMULATED SILT ARE TO BE
REMOVED AFTER THE DISTURBED AREA IS REVEGETATED
OR STAB/L /ZED.
4 ALL WORK .SHAL L BE PERFORMED IN ACCORDANCE, WITH
THE VIRG/NIA EROSION AND SEDIMENT CONTROL
HANDBOOK.
9
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SITE PLAN
7-04 N .4A 0 A SSOC/A TES
STONEWALL DISTRICT
FREDERICK COUNTY, VIRGINIA
SCALE I " = 3 O ' c/A N. /5, /986
REU/SEO uUNE z4, /986
PREPARED BY vuz y 9 , /986
GREENWAY ENGINEERING AND SURVEYING CO., INC.
ROUTE 6, BOX /52- C
WINCHES TER, VIRGINIA
n
c
SF-(EE7 1 d[= 2
5'
3fr +min.
4gn,d fill
r"Tril
t—steel casing pips I corner pips L--spocer,3 - 3 sets-onckea
or tunnel liner per pipe length. up enc
(Oee note)
NOTE.
separation of corner pipe from cooing pipe shoo be by o,"r
1 pressure treated lumoer fastened to piping toy stoinless stew
stropping or;
1 2. monutoctured steel and/or plastic toeing "con
( 4' width )
SECTION •
J
SIZES REQU1f3EQCARRIER PIPE CIA. E WALL
i
C) 2
0 height con be oo,usled to
4 ar Less ........ 12 .................. .250 obtain correct percent slope
6 ..............- 16 .............»... .250 TIMBER SKID
8 ...» .....»».. 16 ...... »..... »... .375
10 .... •............ 20 ............»... .375
.. .375 WATER SERVICE LATERALS:
.375 0) cosing pips shall be SCH 40 PVC or SOR 21
.375 b) Z diameter pipe for 3/4' & I' sewce linos
16 .................. 30 .................. .500 c) C diamenter pips for 2' service lines
18 ........... ».... . 30 .500 d) no spacers or sand fill to be Installed
20 .................. 36 .................. .500
'r72f. 01f>
PpI�P.
FIRE
H Yr2F'-A N T wA TE R AI-4 P o 100 `
GA TE / L (N E x 7 20. �6 F P-n,po 5 E-t1
VAr,VE5M'T.
E /; X 72o.:D7 f I- C- Al 4 - To
xf1FDDI-TIvN OVE9-
21 36 .................. soo P P 7 -2-0 -7� 1 A PP-o P. GG Z t✓X I S TI N G PA D
24 .................. 36 .500 PR,oP, E P.
A
(to larger pits use tunnel ne)
1
I 7 Zo. Vo
HIGHWAY CROSSING
Figure 3 PP• T. H.G. PAhK(NG
AMENDMENT NO. 2 - APRIL 1997 PAP CjI GN
NI I t• f.
3' DEPTH I I Q' x M 72-1.o� hPoP. CG- I Z IzA MP
H .G. fz-,A M P NO •Te
F(NAL I-oGAT(oN of FPLceosEP
GG - IZ H.G. P-AIAP-;;, To be
DETERN41NED t5iK VDQT
1NSPEGTot=- .
-T2'1PGENERAT4")N
DATA NOTE
TH15 P-EV(�7(oN WILT_ NoT
INCREASE 7f2-AFF(G A t4P
WLI-L- NOT AFFECT TF-(P
GENEi2-A-T(ON r-)A7A .
1730
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WATER MAIN PRCFI —e
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F OFFICE
I � � PP-t,,2-71 N PAP -KING
zs' 75
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7 x. I d
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150'
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+ -7j o PLOP 16
pl�oP GG z NT I8 GM
- SHALL HAVE
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Ex.----o------------------------------------------71ro --71�------------------ -- IN5TAL.LED.
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ouTLETs o EMERGC-NG`( wE
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wA ( A T 713. 5o W I T H IvL I U�
INS _ �(p 85 EG - I RIP-Rf�P oN SPILI_WA'i AND W
EX W. V. SLOPE dP 13EFR-M PE P- oP-IGINA(_ �{ w
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718 --------- -- PA P- K I N G •TA 8 U l-•A 71 o N 5
EX G 8" PV
OUTI,E-T
OFFICE I PE Ft- zoo SQ. FT.
FdR
Gc�(_ING wATErZ 1ZSo -- zSo = S SPACES
715 ` TEti.tP.9 �117'F max WAf2EHoU5iE Z3 EMPI-oYEI✓S = Z3 SPACES
') — ( MA X . PE fz SHIFT)—
I PPopo5ED
16'- IS"GMP -TOTAL 5PAGE 5 P-EG2uI{��p Z8
TEAL SPACES Pr�VIDC--D zS
712-
HA"PIGAPPED SPACCS = 2 R�cz'D.
RESEp�/a�IR FflR Gcx�t_ING -- - -- TOTAL SPACES PRoVI�C-D = Z PPbV(DED
WATErz I' GuT
70 --- -- - --- - ---- -
P�FIL-E- ST44zMWATER- MANAGEMENT FAC,(UT'i
LANDSCAPING CAI-GULATIaNS
I T FzE E P E fz- (o S PAC - ES t2--EG2 u I P-C D
Z 8 SPAGE5 = 3 TF''-£ES
I -TFzE E PER- 1-0 PT
ZSo = 40 = 7 TP-EE5 R�QuiF--C-D
TOTAL 7F=EE-, PP-oVIDEA , 10
sl,.t PP-oPo5ED SUGAt2 MAPLES Oo ToTAL-)
A(-C-T12EE5 -ToG3E A MINIIAUI,A
2-Z'/2" GAL-IPER ATTIMEoF- PLAN�T(NG)
ppoSEb HEDGE �GOPAL g(= p ►ZY)
�A L S H 135 To 5 E P L-A N TF- D 3' A PPA F -T
MIN. 3' TALL AT-r-1MEoF P(.ANT(NG )
To TA I_ SH R-Ua 5 Plyo�/IDeP - I +
T
SIPt.AN .
GFzADING NOTE law
---- f�
O �T,
GoNTIzAGTo WILL FoLL.oW
-THE of THE ORIGINAL �J
PLAN AND WILL. LI>L F-CiPc:>N -
S(C3LE Fof2- Po51TIVE D1LAINAGE
To THE STORM t/VATE 12-
MANAGEMEN7 FACILITY.
DATE: 2/3/98
SCALE: 1 " = 30'
DESIGNED BY: GRO
JOB NO. 6222
SHEET Z OF Z
FUTURE ROAD
FU TUBE' E1VT.4gNCE
�\ \� A . 78. 54
R = 50.00
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�WNEt� CZ-3-�� �tTE PLAN FZEYIS(oN)
INSLI�TED BUtt_DING `�'I'STEMS, ING.
15o
WtNG(-{ES-CER- \!A - 226d3
(5+c>) 45, & 2 - 0 8 8 2-
S/ TE —
GyFE 9p Q
0
Jg.
/NTERCNANSE 62
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SCR(C-/-= 2000'
/2 " C.PUS//ED STONE Z/A
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STONE 2/4
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GR/JDE
SECT/ON Th/RU ENTRANCE
\ J-
6" C4 e,11 5/
STONE
A�
5' vEar
ne wq/CK MAX. (/V47tK Le l/tL 7/3. 7 EROSION AND j-4„ S,gN/TARY Sl�f/z�`�P SEIly10E 115 _--- - ----- - -
—
--
D/ EN A /ON
Q ;' � I � . � \ /n/v r/UT 7/5. ZO 715 _ - - - - - - - _ _ - 1. , - - - -
l DRAINA6E DITCHES AND SEDIMENT BARRIERS MUST BE
INSTALLED AT THE BE6/NN/N6 OF LAND DISTUR-BING
a 1 `� ! /5" N/A7`ER LANE EA5 ENT / ;� �►P _ - _. - : 7/2 /Nl//rV = 7//. Do A C r/ V I r Y
Z �/
0 4 �� / _ _ ,
-� _ _ .. �'� _ ,•" TEE -- -- --- - --- -..,y ----- -- ---5' Gt/�DE EMERGE/ICY 2 A / U RBEO AREAS ARE TO BE REVEGETATED AS
_ —_.
"..h r /' -. - — ----- ---- ---- - ----- -, — -- -Y -- --.--- -- \ L!t/AY.4T 7/3. S0 Gl//TH -C-/ SOON AS POSS/BL E AFTER 6RAD/NG.
TOP OF BERM 7/¢ 50
_ SP/L
° I ' �'-45'BEiVo• ' 660. OO - -- - - ;, �P/P R�4P ON SP/LL�`Vq%ANO SLO/�E 3 SEDIMENT BARRIERS AND ACCUMULATED SILT ARE TO BE
�. I � � i ,') � ''__ S 4 9 � 3 0 3 Z W _ _ � _ _ i4 - /5 �'MP. � i i � OF j BE/7M .
REMOVED AFTER THE D/SrURBED AREA IS REVE6ED
TArEi0�/ �'� q=4.35L"F
A t'I'f�x. I-oGATIoN //Vl/. OUT = 7/0.tp
85
OR STABIL IZED.
I
(�-: X . ( WA 7ff Fz SE F2-Q l E
� h ;� FA Fz- E (_ ZU 2--3-D� S►TePL-4N 4 ALL WORK SHAL L BE PERFORMED IN ACCORDANCE, WITH
tn
jzE\/(SION THE VIRG/NIA ERGSION AND SEDIMENT CONTROL
Z� HANDBOOK.
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rn W Z
o /Z" C/7USNE0 STOVE (1Z/A) Z" S -5
CURB GUTTER !/O// STD. C6 - & v
a " l,4US//EO STONE (21,4) epO sloAl omo S ED/MENT NO TES
I � I � I I Q • • • P�/ME �' DOUBLE SEq L F� C,� �''
.��
/. //VSTAGL OETENT/O/V BASIN BERM qN0 DUTLE-T ,o/PE PR/OR �, �,
c;
Q) I Q o I I � T � ' CRUS/-/ED STONE TO EXCA (/A T/D/V ON
�..
SITE PLAN
Q Z. ,OZ 4CE f4US.G/EO STONE F-/L TER A,QOC//VO //VL ET ENO OF P/PE T04 Al .4 /VD 4 SSO CIA TES
o TEMPORAR y STRAW BA/ E
TO ACT AS TE/IiIOO Q,4,ey S'EO/MENT 1914kW/E/R
I, � � SED/MENT B"4RR/ER
3. AFTER S/TE /S //EGETATED AND ACCUM111L,47E0 STONEWALL DISTR/ C T
O
SEO//>rIEiVT A/1/O GPAI/EL F/L TER 4N0 SEEO O/STC/!?BED AREl.
7Z0 CROPosEo FIN/SHED CONTOUR FREDERICK COON TY, VIRG/NIA
a
Q ----720---- EX/STING Co/v7-00R SCALE /" = 3 O ' L/A N. /51 /986
�'EU/SED JUKE 04, /996
=S� 4 " SE!/vEl1 SER viCE Gt/ CL EAN OUTS
PREPA RED BY (/Z/Z y 3, /986
— - - —W— --- 314" WATER 5E.Q//ICE L//VE GREENWAY ENGINEERING AND SURVEYING CO., INC.
-- STORM OVA/N PrPE ROUTE 6, BOX /52 - C
CO/VCRETE oAo W/NCHESTER, VIRG/NIA
S I-t 6 ET 1 d F= 2
I
5' min,
36" min.
s9nd fill
.� .. —moo
5' min,
�-- steel casing pipe Lcorner pipe L-spacers - 3 sets L-bricked
or tunnel liner per pipe length. up enc
(see note)
NOTE.
separation of corner pipe from coung pipe shall be by eitner
1. pressure treated lumber fastened to piping by stoinleas stee.
strapping or;
2. manufactured steel ono/or plastic casing spacer
1 4• twiAth )
SECTION 4,*
SIZES REQUIRED T-6-
GV% PIPE CASING PIPE 1• I 24'
! height can be adjusted to
4 or IeM ........ 12 .250 obtain correct percent slope
8 .............«... 16 .................. .250 TIMBER SKID
8 ................. 1s .................. .375
10 .............»... 20 ........ «. -.. .375
12 .................. 24 .................. .375 WATER SERVICE LATERALS:
14 .................. 24 .................. .375 o) casing pipe shall be SCM 40 PWC or SUR 21
15 ..........«.«... 24 .................. .375 b) 2' diameter pipe for 3/4• dt 1- sevice lines
16 .................. 30 ................. .500 c) 6• diamenter pope for 2- services lines
19 .................. 30 ................. .500 d) no spacers or sand fill to be installed
20 ............»... 36 ..............- .500
'r721. o---)
Pptot� .
FIFz-E
HYPPANT WA TEIz l00'
ESt-A'T.
GATE LIhLE x 7zo.�6 PF'-�PoSEP
VA�Vt; - 7 zo. I.D7 f I- C- A N - To
720.7k�
ADD( TLr--N oVC-(2
21 .................. 36 ........... »..... .5w f-poP- 7-2-�"q1 * PIMP. GG- z- EXISTING CoNG . PAC:)
24 ................. 36 ................. .500 F.G. S. A - - -- W-
(for larger pipe use tunnel liner)
I I I 7Zo.�o -
HIGHWAY CROSSING _1
Figure 3 ri,
AMENDMENT N0. 2 - APRIL 1997 PPoP �-D- � 8 w F 7z1.o�
I
NoTe
FINAL l-oGATIoN of P!2-cf'o5EP
GG - Iz N.G. P-AMPS To 13E
DETeP-refINeD 5-r VDoT
l
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w
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PF�P
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DATA NOTE
lu
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TN 15 C� E V l �i l o N W I I-- L- NoT
INGFzEASE 7Ft-AFF(6 ANC
y�
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Wll-L NoT AFFECT TP-(P
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GENEP-A-T(oN C)A-TA
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71S N
d �
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WATER MAIN PRoFII—&
1"= 5' VC-RT.
I SToR74
8 7z1. 5-2
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EX. I -EA N - 70
FX1--7TING WAFzEHoUSt✓
ONE 5 Totz'� META (r E cJ I L_ D I N G
F F. EL-EV. = 72Z.00
60, 000 SQ . FT.
HEIGHT Zo �
G X
WA P-E HoU 5 E
ONE SToFz-I' "6TAL_
e>LL(LDING
F.F. ELEV. ; 7ZZ.00
HEIGH-(= Zo'
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5.��.GLEAfJoUT ����i'���� DISTURBED AREAS f f jl 1 I�
' � SHALL_ HAVE +7(0 I6 � hF�nP -
- -- --
- - - - - - - - 71 !o - - - - - - - - - - - - - - - - - - - - - - / ' / I 5T L 1'
' E�{v1 A N �
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5 - - - - - - - - - 714 - - - - - - - - - - - - _ _ _ - - - - t I h�l V. _ % (I .
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Sri _ -- _ ---- - - - ---
EX . W. M
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EL-EGTI21GAt_ ��------------------------ -o----------------------------------------------------�1--_71's_------------ ------ BEREMovED Q
-- - 4 Q
oIITI,ETS �i o - --- ---�I4--------- ------------- RoP.6'WIPE EMERGC-NG'i W �
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-- -713 EGI ILP PYPAPoN SP W YAND U�> 1-4X
' E X W. V. I NV. _ % I o. 85 W
S LOPE dF BER-M PE P- ofZ(GI NA (_ � � �+ W
SITE PLAN Q
EX. 8" PVG
OUTI_E-T FOR
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