HomeMy WebLinkAbout016-95 K & J Investments - Stonewall - Backfile (2)INTER BOX HARDWARE
70e'
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ENTRANGE�
PAV
MENT PES6SH
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�
p
to
lb K
F-
+ N
0 3o G o
meter wrap -
ss ,equeed I" Or curb
Koppo
314• Irw K
sr" Rie`r xnWleebn
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3/4• aye
„A.KTE G('Z
tall F5U 9-N KOA p
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o�
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CT E . F- 73Z
M--- G H E E KOA P
�U6Erlp
---- -70Z ---- EX 14TI H G GOhTOa K
70z rKor05E D GON 70U K
t b1) 9. 19 EXISTING 5VOI 5LEVAT10H
+ b9'n. 5 PIZOp05ep ::POT ELEVATtOH
`J X K PIZuPOSED S1LZ' FE NGF
1v PIZ99P05E h GU LVE F_T IN LE-T
PIzOTEGTION
\
"-" PIZOPoSE D pONSTIzUGTlO N
FNTKANGE
VICIN17Y MAP
5GALE I" = Z000'
I'II'E IO DATA
n = 131 3
�Q = 3ZOo FT
.� 1-7 F T
TG = (oo MIN
�
A.
GA = Z(o. Z&
(05.((a5Z'-
Q Z6:'- 07. 4_7 GFS
FC'SA CUNSTNUCTILIN NUTE6
1, Water and sewer lines are to be constructed in accordance with these Flans. The
lines shall additiunally meet all requirements of the Frederick County Sanitation
Authority.
2. The contractor shall coordinate with, and sirange for inspection by, the Authority.
S. A double check valve backflow prevention assembly is to be installed on any line (fire
or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
or 1013. If the assembly is mounted inside a buidling, a remote readout is re%wirotd.
+. The Sanitation Authority maintenance department is responsible for the installation of
water meters. before a permanent meter is set, they require; 1)the frame and cover to be
properly aligned with its meter box and yoke bar, 2)the frame and cover to be set to the
final gradtr of Cie lot; 3)the distance between the top of the cover and the yoke oar be
between ib and 21 inches; and 4)all components of the meter box assembly to be in proper
working order. It is the developer's/contractor's responsibility to have the eteter box
assembly installed correctly,
V. V 0. T. Nc>TE5
1. ABSoLUTE'I-i v;!_rH
-TH15 PtZ.oJEGT IS 76, EHGKOACH UroN TH
1-9,1 F-IW WITHx7uT FIRST oeTAINING
WIZ-ITTEN PEFZMISSIoN 1=R42M V.rj.o.T,
Z. A Pf%KMIT MU5T BE 5EGU2E0 FIZohA V.D.o T
13EFoFZE AN-(WC>WK 15 F'FKFo1r_MED CNTHE
9TA TF_ F_ W
�If 3. V.D.o.T. IS NOT WE4PON51BLE Fv1Z AN'(
MAINTENANCE 01-- LIAE3IL1TY FoIZ THE
1.Atki - -f
0 i U
Pro POSEp oN SITE 12E7ENTI,�H 0A91N. '
¢. DURING FUTURE PHASES of 7HI5; PROJECT O U
THE EXISTING GOMMERGfAL ENTKANGES
oHTHE eiod7H 15;1DE OF THE PKoreZTY .1I /r I'
WILLNEED To BE UPGRADED To w r -T A 1 v
-_a ZiZEND T \/..o.T. 5TANDAMP5. I{ G K A G
100
I-T �� __----------- -
III
G IT_055 �iEGT! O N A T F HTleA N4! E 1 - -- -A13
'
7,75
E 710------
AG- VALVE
_ \ 111 o-I_
..7T i
SERVICE
METER
PIPING
METER SIZE
YOKE I
BOX �1
METER BOX COVER
DIA.
DIA.
FORD
NON -TRAFFIC FORD C32
314'
5i8' x3r4• (20 GPM)
Y502
18 in
TRAFFIC FORD C32H
FORD
FORD NO 30 MONITOR
1•
5/8' x3N• (20 GPM)
Y504
24 in.
COVER Wi RML 12 TOP uD 2
i'
3J4- 00 GPM)
FORD
24
FORD NO 30 MONITOR
2
Y504
In
COVER Wi RML-12 TOP LID
1'
1' GPM)
FORD
FORD NO 30 MONITOR .
150
Y504
24 In.
COVER Wr RML 12 TOP LID 2
�1 IN NON TRAFFIC AREAS - 12• THICK POLYETHELENE PLASTIC treated 2'x 4' wiM
IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3' THICK WALLS top 6' painted blue
�2 IN TRAFFIC AREAS 3/4' x 30' x 30• STEEL PLATE WITH 22• DIA CENTERED
OPENING AND TAR COATED BOTH SIDES M TO tsE melee Cpver
PLACED BETWEEN LID a REIFIFORCF': i-'tW:t1lE*1 +-)X set 2 above
fin grade pnor 18'
-- vanes as required --++ to Sodding - 1
• J
Dratlon stop_ 18 - 21 mefar b F C S.A -- meter box
r
1 3- stone bedding y
I surrounding box I `- ..` 30' deep
- �- I I
. rttfn „ % angle check valve
�- with drain valve
45 9 mkt. angle yoke I'
_ t ball valve ' U
water main `�••'Yr.�'4:1:::`r`r:ii +`r i. r.r• .,.
6- stone bedding 2 If, -
type K copper lubutg Continuous
without pints from math to meter
NOTE. Enact location of meter box assembly
to be approved prior to Installation
METER SETTING PARTS » �*
LINE
SIZE
METER
SIZE
YOKE
ANGLE YOKE
BALL VALVE
ANGLE CHECK
VALVE
EXPANSION
WHEEL
314•
SW x 314•
YS02
8A94.223W
HHCA"323TD-G
EC 23
1'
314•
Y304
BA94. 341W
HHCA94 323MG
EC 23
1•
1•
Y504
I M94444W
HHCA944"T6G
I EC4
*' 9C !97L rlI&A-(i Ar i 0~^ I NP
CEN'r4fr15 ?V Of AWao A&.W Iv/awrA+5
4WAelAep A 4P /1100V _
-/'r4' �sinrat gart��tr+rr
Q"�G'• ds"SrEEC
ALATE6 Tv Er✓E RV
Tf !'.p-
4 - AV 7'• AV*Ww-S � ' I i I it : E Ab e-
I I >< I
i � 0
\ ,. ey�un:w+�/lfrscrE�Ir
w, siw/�tiCz' Ae� r % Ir
iir� Ltk.uArn'SIyE I _
I 11c I I I
4WAfPl6TEf, 4"74 ' Vfr.4/L 71 s - 7r�.
717 \
1
-�` N \
L
ILL
Duel Wier Inetalletion - -- - \
5/8", 14", 3 1" METER INSTALLATION
` I ' jigLL
71
T - ' WA Kt HOUSE ' FOI-EACH 'FO POO `fR FT = ZC�(-If_�p" IVY- I L'-71:7- 1 G1',NNOT 13E Df TER►; - 71�N�0'K4-i USE' VAe.Ar-IT
-- - 7-AF_1C1F'G L.oT `IGHTING SHALL I3E INE17 A i f-IIS i
I SPAc-E )zFGzuIRE D 9PAaES
ovft7Er> SI-MELDED 90 No 71R_CT -IGWT SHALL SHINE QWNER�i7E1/�i-.r�i�� I? TII.,IE Ttz1 GE>'FtEr-') Dt`�A 4 Z(-A
- -i- W11 L RE yU�Aa1�TE� wITH ...: ......::..::......:.
�" GoN�-tzETE wI FlPsets- i p A L
oFF�iITE 12 H IG H
i�IZ04;ION AND 5E121 �! ENT C%0N"T1Z4>L h40TE '�; PA P- K.I N G -5d M MA K 4 F'V , ftEE-iTAN-ING C7112,145 p201`05E-P K f 1 1r t! I '-o'77 M E tl-1 7, L_ G THI I7F VE L-0-K4F P_r- or THA i
- NO OUTDOOR STOFZHGE AREA PRoPO�7ED (�00 MA$F I INSgURG r-I IC. 2.(- A
1. ALL WORK :-,HALL BE DUNS: IN ACCUkUANCE WITJI THE (/FFILt �f'E1GE - Z,.SO oiQ f I !I - WINGHESTEIZ VtRGINIA �z6U3 SUIZVE-KoF?- GER�'IPI��i7ff
Z.. b FT I 2EGtU1f�ED (703) b6-7- 4`91� 1 ItIZE'P GEIZ,IFi THAT THE LANb pESGtZIBi
2nd EDIT EROSION AND S1:D1M1N'1' CUNT&UL HANDbUUK 5--J�A•C-e-IAJAIZE40U51NG 13 bZ0 4Gi FT C- r /EMPt-0(FE - Igj I;FQUI1ZED /NTHI� �:TE'LAN 15 ALL OF 7HF LAND GONVE`/E E ";U
2nd EDITION, 19d0. ,
2. EROSION AND 5LUIMENT CON'I'kUL 1'kAC'I'1CLi JH4iLL - --- --- - - ---- _ E'1VIIZoNM�N (A L_ I� 0 IIJVES' wIENiS L G. g� DEED DATED JUNe I
BE: INSTALLED AS A FIRST STEP IN GRADING. � IzE4U11�-ED
Z DISAI3LFD SPAA6S R(;Q(IV17e Z(o 9 4.C- 5 ?R✓v'I DE l7/ c-A7U RE 1no)Z ANP Rf COIcDED AMONG THE LAND IZEG02D-7
3. ALL UIS'i'URULU AREAS .VU"f PROPOSED FOR PAVING, Z b15AB( <; D SPADES PRot/� DE D + Z H .G SPACES rZEQU II�ED (ZAT10 = I o
SHALL BE REVEGETATED AS SOON AS POSSIBLE AFTER - ---- -�--- - - OF. F(tEDE e _V GUL'�I'T� t/I r2GI 1 t 1W DFi 0 gU41< �-7
" �IC'0 - �5,83Z = O. II P1zOP05Ep T'•`fr8. EX- AFL•FA AT PAGE (ids AlI(2 A rOR-10H OF 'itf I l ND Crr''1+t (I, >
GRADING.
4. STONE VASE: !'Uk P:�VLll AREAS SHALL bi�. PLAI:LU A�
FL�Pl_.AIN5 o TO IC £ 7 1NVE5T1'AFNT5, 1 G g( Df-1-r7 DATED SOON AS CRAVING HAS ORKN G DAY,
�- l_ I'A ✓ F M E N �' NET � I ,, 1�1 l%` GA F' 1 N G LAKES AWC> FbN�s o DEGE- M KF 1Z I O'117. A N 12 V_FGOR r T.,9 A �x0k' C
5. AT THE ENU OF EACH WORKING DAY, ALL SEDIMENT -
CONTROL PRACTICES AND DEVICES SHALL BE' INSPECTED 4 L � WI-TL.ANDS O LAND IZC--GVP�S '"' �FFr> 90J1! -70)0
AND LEFT IN OPERATIONAL CONDITION. R �4F � � Zi - �\I SEE F-LAP-i SATE rl t -.13- °�4 � (ZEV. I-(o �5� �JS, I33Z x D 14i = i =75 Lt !17�LAP_' T� AREA REQUr ED ft T PAGE td0.
`�rHA(,.T- 7" (�� zA) EOjZ riEWE2_ LINES AFID r'UMP`STATION DETAIL- LANDSCAPED Af?E.A ^FzIJVI�E D �i3 IcrO 5cs' FT SI►.IILHoL.E�j o
4 I I "�F el M ET F FZ 7J0 -� -4-0 = l9 -TIrE E S R F 0 U ,1z E D NATU1a,NL wi4 AFL WATEtz-- �Aj'Tx
. Ct1UF►�fIG�' f>F CGNST2L,GTIpN
FzET� NTIoN AFzEA9 0
I'ITER-10IF Z7 10 3 7.F F S I? F0V I V G p STEEPri{-OFFS
1. CLEAR AND GRUB FOR SEDIMENT AND EROSION CUNTkOL TIXIF5EAIfKATIJN CAI r•,FI,JEV_AV N0-rF_ � ZOTAL Z2 REFS KEG?UI17E17 (15'l�4I� F+-EATE.Fc) o � � /t
MEASURES OR DEVICES ONLY. Zr9 -iK EES �v_O V I n � p WOoDLr4N�S o / \
M A f� K v- 5 M► T H 0 MARK D. SMITH -
2. INSTALL ALL SEDIMENT AND EROSION CON'TRUL MEASURES ; = t30 �UZ F-1 0FFIr'F ( "c2(a Z�: '�9 TVIr. _I OTA L ^ re E A = 11 . 2 SP AGIZE°- QE'7t4APLE Z Z EZIF A t3cJFFEp ING
AND IL'VIE A P: G P'4' / JoOFT - 63-TIFIr; "Eta: l7AY rJf'yl0Z5L-D AIZeA � Z Z ACRES � PHA-iE 1 � (ZED, )
No. 022637
3. STABILIZE ALL Sl;ll1MLN1' CONTROL MEASURES oily E ZONING _ F3- 3 -
4.' GRADE PROPOSED SITE AND BEGIN CONSTRUCTION -
5. ACCUMULATED SEDIMENT FROM SEDIMENT CONTROL BSAo yQ FT 'NAVFFVUSF �#!50� ¢U� Sr Ta�'CKS MAI E )A FANB46 N�'TE
DEVICES MAY BE USLD ON THE SITE :'Uk hACKFILL1NG ':_IPA Fr 9! c.�''/1000FT Z. �{3 ?,QIP- I R '?A I TO"I T 50 O C3'" I/GO JL GH1-V_r--( VVF ALL TV-EES LJc7-ECG IN MITE o 30
-- -- _ (2 t A O (!o EA.) WHITE PINE- P"P-EPAPATIoN SHAI_.L_ BE A
AS DIRECTED BY THE SUPERVISOR tilrlE sc '2.F4R = ICI'
b. UPON STABILIZATION OF THE SITE, REMOVE SL•UIMLNT I R2A�FORt> MINIMUM of 'xF FT HIGH AND �NAL
DA- F
ZFt/Ie7l0H
Z 19 195
G5A GoM1.4FNTS
\/.D.OT Coln w.ENT5
WAT15re. I E I_i
2 n,.
NSPFG".'0 1S lam' T�,FtiTS
3-(0-V)5
FGGA tk-LA.rJ:':^'CC�t7y1M
3-7 0>5
EE'61N E12I:'6GONIMEN
3-17-95
FC.5 A CnMMENT3
3-Z'a 5
GUIZ13 t LAND5CAPIN6
.f_ c -��
Vi7oT Go��+titC-N S
5-Z5-95
5Ci2EENiNt. �IANDScgA1NV
5-3t-q5
VDT CorA 114r3
�/t70TGoMMENTri
�o_t,_�jc,�.
il-I3-0'0
`�<:'a S�vVER
F-AP44WG
i-At7tNG h1EAFz ENIPAN
ZONIIIG / MINIS Toiz- f I7A E
`71Ta F7LA t4
NTC,
INVESTMF-NT5'
•„� •fit. - 1 `���.
Ir" T
f [.
5701-1EvvALL 01c�.T21GT
�RcDtIZIGIK COUt-1Tit VIVGIHIA
r�GALE I 30 /AHUAIZi 2-7, I��S
GREENWAY ENGINEERING
151 Windy Hill line
E Winl iemer, Vi lima 22602
CONTROL," 1q t MLl t�� 3U' L• DI 11 C- H E•lG H { = 35 noG-.f,vOa_ Leo I-TAt-) 7GGt le_- I n F�
DISTURB MEASURES AND STABILIZE 'I'1lUSE AREAS TOT.gI__ �{ ?E?(P5 1�FV n( X ® PEAR (3 C�' ) IIN.G.AL MF!-ATTIME OF PLANTING. f lo-z�-�[, FZEVI5EPA1zKaNG 1'elephone54066211$5 p
DISTURBED BY THIS PROCESS o r:a
I I- f8- D!o PVKAI"T r7GFIEtxJLE, S�F7EENING Nuuruk4lin 71 F 540-722-9 8 S I f E T Z OF r7
- --- ----- -- -- t -*:5. GoUN GvM► e.NTs F�
VA. KT1;. 6GZ
MI BU FIN IZOA V
Bq
'M
F
yAR 0 S A N D
r,,ysgpG T�
E
�Vlt4 �OAn
0-Te.F-73Z
MGGHEE ►CoAP
01
VIGtNITY MAP
SCALE'. I"' Z000'
r1re O DATA
�eGENp
---- 70Z ----
EXIeiTING --0tiTaa9
7oZ
PtZOP05E D GONTOO (Z
+ &1�09. 19
EXISTING SPOT IELEVATIOti
+ 6.9V- 5
PKOF105E12 'cipoT ELEVATI08
®F X
5(L-(' FENCE
iP
PIZ19P05E D GU LVE(ZT IH LET
P(Z.OTEGT10H
FFOF109E D GONSTKUGZ'I O H
EtNTIZANGE
FCSA CONSTRUCTION NOT);S
1. water and sewer lines are to be constructed in accordance with these plans. The
lines shall additionally meet all requirements of the Frederick County Sanitation
Authority.
2. The contractor Shall coordinate with, and airdnge for inspection -by, the Authority.
3. A double check valve backflow prevention assembly is to be installed on any line (fire
or domestic) that goes into a building. The assembly is to meet ASSE: Standard No. 1015
or IU13. If the assembly is mounted inside a buidling, a remote readout is reclOred.
4-. The Sanitation Authority maintenance department is responsible for the installation of
water meters. Before a permanent meter is set, they require; 1)the frame and cover to be
properly aligned' with its meter box and yoke bar, 2)the frame and cover to be set t4 the
final grade of the lot; 3)the distance between the top of the cover and the yoke bar be
between 1b. and 21 inches; and 4)all components of the meter box assembly to be in proper
working order. It is the developer's/contractor's responsibility to have the meter box
assembly installed correctly.
V. C7 0. T. M oT E S H p, 0 LA
I. A6511G.UTELY HOV,�oPK "-,!OCIAT5(2 W17H
TH15 rK.OJECT 11570 ENCROACH THE
1-8,I lz(W WITHOUT FIRST OBTAINING
WRITTEN PERMIy51oN Fw_,"M V.D.O. T.
Z. A rer-MIT MU5T 135 ' EGUI2ED From V.P. o.T.
BeFotZE AN'( WORK 15 PEK.FoMMI=D ON 7HE
9TA TE IZ I W
I,A NF'
100
Q"Are 'i *"SrAA4
Alurfs fo.lr `E1✓E'
4' AV'r-,&1*4V6
4'.6-C64W r ices
A''#1A1R00A'a ASGG
;f , d"W"'A o'r
A' 'X Ort FZ4W 4' ALL aW*0M ANA
4"Ws Mx- ow-W AI:rltrr>1' I/ItfflPf
Me-VIAW S" IbW,$.
-r5 .!•. 1k•.r?d'
GFrf ~r
+14 17 _41
1 1
7/9_
\.,
- 7Tf -
Jk 3. V.D.o.'T. 15 NOT IZE9POH51BLE F02 AN (
MAINTENANCE OF- LIABILITY FoIZ THE
PRoPOSED ON SITE DETENTION 13A51N.
+ DURING FUTURE PHA-FES of THIS PRoJgGT
THE EX1'9771NG C-4PMMEFZGIAL ENTKAN6E5 O U
ON THE oiG>07H 191 D E OF THE F Iz0P•E IZ T (
WI"NEED TO BE LIPGRADED TO
GU12.IZENT V.D.o•T. 5-TANDAFL175. (i / A GG E S
V \
LL
G = lo.lz3 iEGTlON AT E NTI2,4 NGE - _ ►' _ p' - - - - - _ _ _ _ _ - - \
zON I NG 165 - 37 13 37_00 FT.
FI,U.I�L SGI2EEMtNG NOTE- 1-7 FT.
37WF3E5 EVSIei to FEET 7Z-' Z.5o \ - - - - - - -
ALONG PROPEIZTY LINE �� _ \ ' \ \
A Z5 Z.D5 , \ - -
7-/ 3 6 V E FZ.GFME E H - 48 -roTR1 \ 7"• - - - - - - _ _ - _
I� 3 DEGIDu., - 24 - - _ GA = Zfo. Z(o ` N G ` 710 _ / -
pgRGF2DINANGE- -qlo= 65.(eSG�s Vl,t�ll \ AGGE55\�E` 707 p- �-� - - --'// / \1 \ -_-- `\ 11
T E D• i ' 7 }
T`(P1GA L- CssE l ANflSdiPttil6 N6IFS� L� z6= - - 4? G�5 \
\ r
der P. E • � ` \ � 707
700
45'
E NTR�4 NG E
PAVE
MENT DE' 1_
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In
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\U.
\,pq.�ji.,_ ` t<A.F1:1?TGl4I�1 TEE \ `
\ IL1' T(S131'i \ 144
�VA
` LVE \
PROP. S- LWA>{\\ a'�
` r .;fin -
, . Aa�
711
F
\�\ z Z5 - -Z5'- - SQ 4R�oR .}o\ \ y a'\� ,:: - - - �` \ PROP. FVTUIZE (liU1 LC7ING,'
\ u \ i t11
vVEKNE• 17 KOOK DOOR �1-70 T049 L :POV
r, (TYP.) P R 0 P 0 E D G l !_ D 1 N\G TY' o+F - - - - - - - - - ' D 1 N G-
1 fZEHOG1$E - - tTRoP. FUTURE BU 1t \
\ /
`\ \
Q` F. 7o Z.-r--->� F. F. -` '704- o+t!-�r4:"c�+,*^-^^_..
f- ` - � ! I � s!•jyQ �iQ. F �. \. \ p � 1°�r` 4 + �'` t Q ; - _ _ - - - - - / / \ to
NEIGHT�\ z5 \VAS /I '9� Y` tD
_Il Ir
u t \ �. SIG hi ` a
` OFFICE \ OR5 OFFICE
\J\ `OFFIGB OFFICE UF\FIGE \ OFFICE\ OV RHL-�4D w >:Y * F '. w ' ` - - _ - `
\ \ I : ` PARKING l OT L IGH i5 N17-
�IGAi' DOOfZ PQD a {TYn) 4 '' a ` `• - - _ _ - _ \` - - \ 7os .Q
N N ° n Frfs ON BL1:1 !trT. TYF' P (T�fP. O .qdo� 704
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.Q . Li, Z n y.Sa \ •!.r/ \S ..�,;. `r%rr4h. ? ", ,�.' d' �"-- � `..
� � X NO G1LEA7EK TH A N
IN HA N DIG tr 11) w U ZO EW- 1 \ +'-�1'"�.K, s' �R �� QtV y �s>; P �'� .> 71t I. s'vgGE AND A15 IN / N Z I r \ ., \ 5 (�A34" sy t� Y r,: L E N ALL_
Ir
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ta
Ra!55 14gt;A \ \• 1 �reIATm` 7.0�ka. \R ENDGU►Zt3 '---------___------ 54, - EASEMENT \ 1
N d •t .'� PH AI 1, I / 5 or F KO T B. IZ • L • - -- - _ - - _ `
4 PR0
n -6\OhI P. Gil NG. ' yaz ;' !el ` > GG 6 �TYP- - \ \ - - - 0+ 00 �sE - - - - - -
E ETENb'
f _ o E i IMAGE ESM T. RtLOPO D \ C1
BA91N NOTES 1-F' J \ \ PAv-As F r t _ - _ PR P.4o vVATEt2,��EW IZ DiZ tZ_\� PKGP FUTUf'E Dt: V'E\LOPM E NT WATE1� �l�(N E B" G.V ti �� OSEtD
PROP. FIN. Gil -
w GFta.oE- ("�8. `.. �� CROP. M.H. I - -- ------------------_ d` \'• PizdP. WA?EIZ MINE \` PU LjrZe
D A'IS 25- i3- 094)
4ob 76 \ 7U) t PUMP k N• rr, ' �w1 r�OPO�fED �\ - ENTP-,ANGE
I \ POr&r- F UTUME PeVFLvPMENT I FUTURE
-Q 07�0 I STATbN = _5 �, l-
` b tn�m� SF r
2 LbW /
vv � W
t `pXlH< yo 1 za I'RoP. >3" r-JAW SE ER = T - - `P` P 6" `7AN. osEW6I�
s� 6 ► r - - I N r, /
W p°g�.�` INV.rrl>! 1199 - -- - --- ED MAa' --- ` - - --- PROP A/1.N.# -- --
INV.NW
\ \` \TG PhP F FzG 1N \`
--•-- _ INV 415 0 4- - - = - - - - -� n'' � .,. Y . o . G.
---' ___-==-___-- --------- -- -- - - - ---- - -- ------ --- - --- =� _--- -=z ----
--------------_----- - _ -- �i' -
-
4
%
lJ✓� --•------I��J' --_ - -_- _---_-------__s--- .� b� ' �''�i t x' �.. ,1. ;t �i .�'{' x{tF �-I4_5e) - � `--%O
EX:iS" .E A INV. 67e. oe
�,} 'j _ _
G!!L V E tCT - DRAiNACT6 EA56M6NT - _ - 7� i .' ": =• t•. >'Jp.
100; Ob " °' 6%7.19 2 3G ' 610 69%. 3 ✓ 607 . 8 F'
_�
1-X. E.P. b.. 7 679. 0• �^
U�aEGt-ASf. + 6�9. 64 EX E. - ,C� 77.�I 699 8Z 69'J.. 700 16 700. 51 700 �3 701 �F1 -'70Z 13 EX. E F, 03,7.3 -703 %B
_?do 46 �. 700. ov 67D . G6 _ 6%0� .55 67'>.44• \ 609 • 56 69% 61 690 .71 MIN• 60'9. 94• A (6*v. &(I � TAPER - Ope. 00 700 Is 700. Z% -700 42 700. 73 7v' 7S 701 . 65 70 34 703. 74 � 704. 14
I --1 a r ,`,
PROP. 10' DfZAtNAGE IM E �, T o uy N O A POSTED P.H. SPEE d� aI rV T p +� !
Ex. E.P. EASEMENT ;�. 45 M D L MIT - V A R I A B L E W I D T ?-+ iZ I W
_ Ex. E.P. _
- U1 4golf'rIGHT t715TANGG _----- + ------------- - ----- SIR G-ITY Go
i Sf:B DATA - Q J IZ I T E A 1 D O 1= V I ;Z CoI r- . A, I H e- . �, �d + r ¢ N rh - L E N
GgptoG-L it M E2�F N E 2 T KERN 5 Alaove) Td F2TE F-73Z - o. � MILE --� 2ON E D f-.t I a�•47 N N
T N�
ZvNE17'RA I aONe-D. IZA I 7-C7N1-12 0-A INV - b%5.56 9 NOTE _
Oi,SE� I I i LOANING `3PAGE � � pp LESE '. VACANT s� .max }�� ENT12ANGE PAVEMENT DESIGN ZONED' M-1 , U�iE' VAGAN7 -
USE - RE`i1 D. USE IZBSI P. NOTE '` "ti S"TIFF Z1-R AGGREGATE BA`iE 9TIff �y �J/ A
i, .." , .:cs. �. � � A f /mil% f',
USE PF I UTLIF-E BUILDINGS �•. 3 7`CP-- BM Z ASPHALT GoNGt v_e-r
12E5(d: � `� ' f� Z" TYPE 5M-Zq AsPHAL-T GoNGtze-fE 1 AM
I WAIZEHOUe76 I FOFZ EACH q-O,0o0 5Q. FT. = r o CANNOT BE 17f-TERMIHEP AT 7H15 / )
I I SPACE )LEG1U1!ZED - Z riPgoE, PAK,IC1h,G JOT LIGHTING SHALL C3E
PIzov117Er7 SHIELDED 9oHo vtP-,eG'f LIGHT SHALL 5HINE OWNER%�7E1/EL.Ot��t2 TIME T21P GENEIZATtON D�`,�A
OFF91-M -17-' HIGH WILL, BE eIUBMITTEn W!TN II ZONING A MINI17 47OIZ D e
C17^dCi10N'AND SEr'J1LAENT GONT1Zotr NOTES CPA MP L/ I M,-- SU M M�1 R 4 ND FrCEEoi`rAN17ING SIGK5 VFWF'05ED, K i _T 1 P k1 EciTM 6 N-T17, L G , THE DEVELO-ME NT OF THAT
Np 1--bTt7O0IZ STORAGE AFZEA p(zvPG>oiED (¢00 MAR.TIN5F3LlRG PIKE PHASE- I T
3: ALL WORK SHALL SED014L .IN ACCOkDANCE WITH THt 0FFIGE SPACE - Z,500 SQ.FT.@ (I Z50 FT Z = II 2E6tUIIZEl7 WIhIGHBOiTE2, VIIZGlPIIA ZZ603
(7O3) 6 6 7 - *`P I'D
VIRCINIt4 EROSION AND SEDIMENT CONTROL HANDb00K 5?OFtAGE -WAREHOUyI N G - S. 0Z0 fiQ• FT. I/ EIV FI_O`(I; E - IS, i_FQU I1rF17
211d EDITION, 19&0-.
2a: EROSION AND SEDIMENT CONTROL PRACTICES .SHALL F. A iZ E N Vt IZoN M E N A !._
BE INSTALLED AS A FIRST STL'P IN GRADING. ZDISABLED 5PAoEry I21<GZUIIZED Z-7 9PAGE9 ?IZOV1DED F E tOH RES
3 ALL. DISTOROE0, .AREAS NOT PkOPOSL•'D FOR PAVING, Z D19APt C-D SPAe_-F5 PFZOVr DE D REG7U If�ED RATIO = 1.0
SAALL BE R014GETATED AS SOON AS POSSIBLE AFTER I( 400 �5,832 O. II PR-OPoSED
(f1aDING.' 7'rPE FX.APFA
4; $TOME BASE i+'UR .PAV&➢ AREAS, SHALL BE PLACED AS
SOON AS, GRADING HAS BEEN 'COMPLETL•'D. ALL r'A V E M E N T NoTi E L A N i75GQ P I N G FLOOD PLAINS 0
5. AT THE. V.ND ;OF EACH VORKING DAY, ALL SEDIMENT �_
CONTROL PNACTICE:S AND DE;VICE:S SHALL BE 1NSPECTEL) LAV915i ANO
AND LEFT IN OPWTIONAZ. CONDITION. !3Aoi E (zi - �) SEE PLANS DATE 17. �-13- 02+ � fZEV. I-G-%5) �5, >33Z X D• IS = i4 375 LANDSG'-AreP ACZEA REQUIRED pe \! US p
A*PHALT- Z" (�M - Z.A) r'ofZ q&WE2 L11469 AN D PUMP 5TATloN DETAIL . LAND5GAPED AREA 79.0VIDE D = 33, 100 SG? FT
bFIZIMETEIZ : 750+,+0 19 TIE-EC-5 REOUItZED
WETLAWDS 0
511E ?(JC P OF GONSTIZ UGTION 1!�TEt�lo2 . z7 10 = 3 ZI E 5 IZ.C-OU I IZE D 51 N KHUL. E 5 0
CLEAR' AND 'dRUI$ FOR SEDIMENT �AND EROSION CONTROL TKIPGENSKATION DATA GC-NEtZAL NO'TeS7-uF66.4%N NATUP-_AL 0
TdTAL 2 T'ZBES REG7UIREF7
c T
MEASURES ,
RE OR DEVICES sc L NL 3 a� ea Q t1 Y . a A E Iz
-1- M W T
Z2 IZFE�i p1�OVIDE D 5T
2 : xNSTALL A1,L UDIMLNT ANDS EROSION CONTROL MEASURES l � t30 yQ. FT. OFFICE (� ? 10) (a Z4 3� 7►zl P, 70TA L n IZ E A = ! (. �. 83 AGR E S t: IZETENTI ON A''ZE / 5 0
AND DEVICES k7 D MA L E Z E L tc-40V A ulYs vlae
pE2.D,-,� IOOOFT. z - 6371ZIP5 PEtL DA1� D15TOIZI31 D AREA - Z•Z ACRES ( PHASE S) (ZEA {2 EA
/ ) (o%TOTAL) S'1 F EP �iLOPE�j
3.. STABIL'YZE ALL -SEDIMlNT.CONTROL MRASURLS �i17E ZoRING (!gam/,ofZGKEATr:R 0
4: GRADE PROPOSED SITE AND BEGIN CONSTRUCTION )
5.; ACCUft1,�lcT%D SEDIMENT FROM SEDIMENT CONTROL 0 07 0 4i4Z.FT. '.NAZEFid9dgE (#(50)C 4Oe -,DTBAGKe7 ? MALE' '# JAWAN F-4; fJBCIpWt/5
TRIPS PE12 PA( !000FT Z 43 TKIPS Me DA ( ) yoNT = 56" GINKGO GFIE2FL�( �337v1AL) WovpLAN'DS 0
-VEVICES MAY BE
USED
ON THE SiTE Rift BACICFILLING i6 t= ,
AS : DFRI CTE-D BY THE SUPERVISOR - S1 r7E• i IZ.E A r ' (S' 2 et.) a
MOTE: ALL TRF65' USED IN StTE PRCPARRT)CPI SAALc $E
6. UP()N STABILIZATION OF THE SITk, RkMc3Vry SEDIMIGNT , gtZA97F&917 ptv6w000 A MINIMUM of 4Fr. I+%Cali AND I Iris. eAUPEZ.AT TIME of PLFArlHcr.
CONTROL MlSASURES AND STABILIZ> TJII•OSE AREAS TOTAL 10G TI?IFI; P62 ryA'1' MAXIK4LIM !3UIl.DING HEIGHT 35 (3•EA
r pEArL
DI.S,TUOED BY TJJIS PROCESS 7 eA
I HFt2EL'_( G6RTIF-( THAT THE LARVI 17E5GIZI13E'�
!N ;H159!,TE PLAN IS ALL OF THE LAND GONVE`(ED -1-0
K a 0 IWVE'5TM6H757 , L.G. 5( DEED DATED JUNE I ,
IO>")Z AND Rf:GOr-PSO AMONGTHE LAND IZEGOIZDS
OF FIZEDE K iGK COUNT`( I \7) 2GIN' A !N DEC. r) B00K -77`21
AT PAGE I045 ANP A PORTION OF 01•IE I, AND Ce, 1 4 9
To IC £ ? 1NVEr,7"EN-r5, 1, e- 80( 91,ED DATED
DEOEMBEIZ I, 1O)?)Z AN(7 IZEG0eI7FD A,tiAON'G ���7
LAND ILEGOPr75 10 r>F.FD 90014 7-)0
A T PAGE l80_---�-,-
N• BIZde-E EDEN57 L S.
FINAL SITE PLAN
AP
DAT 6 /9
a
tJC E
.BR
W 000162$
17AE
►ZE\�!�iION
Z - 8 1n5
FG5A GOM M r= N TS
2-Its-,5
J.D.oT COMI' aIT5
Z-Z33-'75
WATGFZ, L fME _yry
'3 �K
INSPECTIONS Cl�MMFNTri
3- 6-95
F 6.tiA £FLAN�;itiC•GO�tM
3 -7-75
Er'GINEfsIZir'Gr�MMEN
3-17-95
FC.5.A COMMENT5
3-Zg-96
Gu12B tt LANp$GAp1NG
SC WE IL£ \,.IATE7 I.INE
•l'- 5-75
VDOT GOMMtrN-�S
4-'7-9g
PUWr 5TATIOrI
5-9
C-z5
J
, Nr• I' Ox 1 I.AN tJV
5-3%-95
V.D.oT. CoMM6NTS
SITa pLA t-4
•
r(T�i
s 1NVESTME
u 30 60
S GA L E I N F E E T
FEB 14 2008
GREENWAY
ENGINEERING
STONEWALL DIS'TIZIGT
f=REDEI2.IGK GOUNT'{1 VIV-61HIA
1011
l
V
SCALE I"= 301 JAHUAIZi 47
..y
7 0 SA K E l LA N E
WINGHESTEIZ, VIRGINIA ZZ603 > • O4Q��Q�N�
(703) 4,6L- +1 55
al '
�iUtZVEYOIZ `i GEIZ IF(GATE
w WA TE IZ LIN F rKOFILE "All
Z
SC -ALE HORZI
710 r
3
1u
PkP. GRAde d
'51176 WA L- 14EX. GIZA E Pr-cP.
ENTIZANGE
-
g7i 4"6AriF65ToNE ------ - -------------
N0.0vv- N0.67 ACyGQEGATE 3
61195 PRoP. S„ WATER LINE _7 C7 V,
(U
\>, >i Ito to 5
1 `717_--
WA-TEIZ LINE FtZOFII.E
` 1 / /� •� � ` \ `� �\ � SGALE � VE(zT. IIr'' �35'
`� 7(0 �ItIl:
EE 4e-IZEEN
J ONTINUvUs
\ 1 i t1y1
-___ ' � Q ♦ � 'i �C i CATMATUQI'.Y
- - N A/ ,y ,
N�- M1 -------------_ E
ti
7r5 \
t
N.OiIZAt7E i tv
f.} ------\ - ,6Z,9P. 6r-APeEX.G
P $" wA-jEIZI.INC y a FiIZaFtLE
o--wEl LL L,1 t�tDSGArF `34Fr.r F �
` - _ ' - - �r�•• _ - � ' B�ZST
V7ri _ - - - .\ M1 - _ `' _ _ - _ _ - - - - - - - - - - - - - t♦ �:\ ; a�IYFC�C� �Y� 'r d �Vw1U- VEKT. i 51
F- ---- ''-_ _-_ _-- -_ ,' l�oR�c.•> ti �fiC i,yG \ 8 � 10�5 + iA +
7 f 3 �`• // y%'` fit _ - 2/ / \ \ �
L,\ ` OTS REFERENCE NO. REiSR3FD 4'tt 4' Cut _
Lb \ t _ - _ - - - - - _ - _ ; '\\ \ \ BOLTS tA. MANHOLE FRAME & COVER Out for Pr 9
ALJTY
7tz _ _ q W E L L FX ` (4EA.)� �MATERPR DVCURM S, W.
, - _ - \�E \ YATER PRODUCTS,tNC.
g'VAR S
70 / E X . P 0 L E t / y� v/ �Q 9 ` VARIES mANmOLE GRADE
AT PROPERTY LNE 24 ADJWTMERT RING
v R G T \
` ` \
♦ \ GyT R v f NGL. \ \ � (MN i kEl0ltfl
OHE 5Tr12'( Zb3 \
VI G O V F tZ H E A I� 3� \ \ \ n ROADWAY BOX
$ \
N ElG HT = 1 Z W ' K E 6 f
36--38- � O SUPPORT BLOCKS 2' Vafer Sor•vrce
EX n0 L E t� tiE Ho \ n LOCATIONS, 4EA.
C ` O 7m0 44' MN REQUIRED AT TWSE Vault w
24' DOUBLE
\/8 ` \ �t r<++ n r o o j OILCK VALVE
x ASSET BLY
cz
t
i \ _
t \ ` OVERHEAD' �. � \ ,. , , . . ♦ .. ,., ,... ,. ..
1 \ Ball Valve Curb St wtth M1•M1 ♦-M1t1 ' ♦ ♦ ♦ �. ♦ ♦ t n ♦. ♦ M1 , M1 ♦ w ♦ •♦•+K .•,.,.♦+♦
IZ E 5 _ Stop C•n /. S ,♦ .r./ 1.♦.. /J ./}i../.rJ}iJ / % rJ}r ./. Y i ♦ / r .r.>♦i y
FP ends, with 2" Gate •\•V N: S . Y♦ S'?
V41Ya Operating Nut, 2- Moter Settmg - Ford Custom Setter Caw" VAULT RESTS ON 2 TKR�f OF, 6- OF STOIC
♦ \ - - _ _ - \ I _ 713 - J \ _ _ ` \ Saddle with I SOLD BLOCK THAT ARE UNDER BLOCKS
No.VFN 778x13x17,FP
N & OUT; with PV , with Of MORTARED N PLACE
- - - - - 707 _ _ _ _ - - - - - - -' - - - - - - - - - - - - " - - ` ♦` _ - _ � ` ` Stop
a�Ty�KCopper TAngG
LOCA�T(CH _ _ \ op Expansion Loop (CootNuous
log - - - - - - - - - - - - l _ - - - - - - - - y t \t t ' GONG UNDERGR.OUN� 1 - \ \ from MatntoMeter without
' - - - - - - - - - - - - ` _ - - - - I I t GONG• I ' RAMP POWER _ _ - _ \ WATER Joints).
\
\ MAW w N NON -TRAFFIC AREA - Use Top Section of 1,000 Gallon
RE1AlN4NC� \ � � -
- WALL
i \ Septic TarJl Manulx lured W
�l \ \ VncMster Building Supply Co , tic.
\ 3 \ N TRAFFIC AREA -Uso Top Section of WlFity Vault Model 960CUS
vv.A SE WEIZ f- .' i7fZ/4(NAG ' 13.OSTW_ Ex Pole M1 _ \
06 E E SM . T. t � ., • . •. . Marx,/ac Grw by smlm-t'lalalw tarp.
\:% � ' �� RAMP•.' 0VEKH,EAD ` \
GONG• EX. METAL B L. D G• '
- - -- -- - ' / F. F. ELEV. -713.Sb
P�ET7 � WIREIS
FUTU tLE \ - -.--- - ' �I ��
EHT(Z.ANGE t it.55T.W. I 08 y Z
t + t > / GONG, HEIGHT Z5'
t 2ET.
\. SEX t3" WATE (Z LINE _
' t/V W 1 / BLVG WALK
t'ROP- M-H EX METAL
t • t w � � F. F. E L E V - 711.4E
F.M. F• .. f 06.58 HEIGHT 15 POLE t` , - INV. ,It = 707. 0.3
711
\ 10Z0.17 ------ a I�, -� Nzz�1a1��„E r - ----o' rr T-` t ------ G=� t �__ - - _�ao 1ZI ,o��.' nz2°��'ZO�'�'- 87. 14' ;
------70 01-1 Id-T'-�,%nc�)------(I��`75-n' }�NI°� 4Z (� E ' _W N t��14' 5 I'_ - 00--89_ _-- --1 713- ��
- - - - - - - - - - - - I UV.: 70 . js 9 > INV. • 706. 3r - - - _
_- ,-F06� ,-_`---- I -707-C17-EX.S"WATER LINE - ---� =- - ---- --- ---- - - - -- - -
_ _ `--' '--II-713, (, -713 BQ -FX. E.P. 71¢ 60 714�K
�_._a_- -y-
F. E p77 y.21 -/deb. t4 7a7, IT 70i. 0-5 7ys.%% 70%�6 --- 71 .77 EX. E.P• 'l1 4Z ?IZ 60 - l - --71Z�85 - _ - 71Z _81- - - ?f3. 07 7t3 i% 713.45 III _ - - -
1 0(r Avg ' glee% .1%0 � 'iN' _ -1tL-
705 9 706 4'J 707. 47 ' 708. 3Z 709� 35 71o, Z9 - - 713.70 I 7 '.• 7% - -714 . 14 714. 68 68
Tt It 711. 1)0 7r2. 4t 712 gt3 ?f3 :r 71� zl 713 . 41 713� 5`v . '
W ELLToW N R0A D VA. t�oU TE b i p• (VAtZIABLE vIIDTK !w) �I- EX E.P.
LF- H r- CITY GO \ Wr /
LL ENOr2 GtTM1( co.
ZONED: M-I F•M. \ ul •� / ZONED: ►vl-I INV. OUT= 708.47
Uri E VAGA NT \ .�. W
�- USE '. V AGA N T
13 PRINTED
7149 of mi v �, 01 �I � � ool Ml m� nth a� f„I VA-f E 1Z E V I mil O ti FEB 1 4 2008
�'► EGT l o N A- A z g.�5 �G6A GOMM Et:Ts I `� E f� L A t-! GREENWAY
� � 1. v r � r1 r r` O r 8
d \ t � s � � s v \5 \3 � � J $ �w TAP.
" \9 (SE E `7H EET ENGINEERING
u z' I o r` Z ).
70 5 N to
z `�
v
�" �iM Z A VF7oT ' H V E S T 1�1 T S
t, � I 1✓Xt'GiTING GR-pUND 3" BMZ-A GG-(.
z
r - EX. E. F.
700 P R o P. E N T IZA N G E _�- _- a �►I+T�
3'/ I � oF`� STONE WA LL Di5T2tGT
FiZEDG-iZIGK COUNT M1( V12G INIA
Z•I - E3 GR . AGG R . � NO(Ziv( /4 l�► I
� SH au (. • D r; tZ O SGALE I ' 3 0 J A N U A R � Z 7 � I % % 5
a r� C o.GS°lo $EVB ED ENDy) O.G5°�
F • Z7 RG � � �U �� ,
INV. DIT N
re�5 I z' I z' z' � � `�' � N0.000162-8
--.� l�'ree n wa� ,1nG.
O 00 I ( vv Z do 3 Oo po EXISTING LAr`'E PROP. DEG(;L. LANE ' pITGH t G D���¢ �0 60 970 SAKEV- LA H E
M �-0 SLTR� WINGHESTEtZ, VIFZrINIA ZZ403
+ H tZ� . I"= 30' ROHU L:vETZ 5G A L E I N F E E T
I71?GF-� p[Z.vFlLE sGAL-r- V RT 1 5
"< ' (703)b6Z-4(85
PROP. 5o
SHEET 7 OF 2
GREENWAY ENGINEERING
151 Windy Hill Lane
Founded in 1971 Winchester, Virginia 22602
TRANSMITTAL
Project Name: K and J Investments, L.C.-Omps, Keven-Smith, Alson-McGhee Rd.
File No: 0808
Date: Thu, Feb 14, 2008
To: FC Planning
Attn: Angela Crone
Copied
Delivery: I— Fed Ex
Other_
E] U.S. Mail
From: Donna Meliso/reb
GREENWAY ENGINEERING
Phone: 540-662-4185
Fax: 540-722-9528
R j Courier r-1 Pick Up
Urgent F-1 For Your Review F As You Requested E] Please Comment
Message
Angie,
Per your request, please find attached one copy of the Frederick County approved/signed site plan
for your files.
Please call with any questions. Thanks.
Hand Delivery and Pick Ups Only:
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Date • Time