HomeMy WebLinkAbout16-02 Arby's-Foxe Towne Plaza - Gainesboro - Backfile (2)834.84
PIN 42-5—C2
LONG RURAL INTERNATIONAL. LP.
` -� c0 —� _ ZONED 82
LEGEND:` -� USE: CHURCH (FORMER RESTURANT)
ABBREVIATION DEFINITION
CL. CLUSTER TRAFFIC LID
CO SANITARY CLEAN OUT
GA GUY ANCHOR -^, PEE �� R
CMF CONCRETE MONUMENT FOUND -� '-^ UD Ca `'"--- � � S S
IRF IRON ROD FOUND
O,-.~' MLP METAL LIGHT POLE GE OFPAv6M-V`�.....^ `
GRASS '�'`'"•,.�..
MP METAL POST —• INN.=828.42 —�
MSP METAL SIGN POST o Mtr4t ,,` `S• IQou E VDOT NAS NO MAINTENANCE RESPO B9JT—, -
~`_`- G�ARDRAI - - rF FOR 'THE -•DETENTION PONDS NORTH POND 1 AND 2
MTP METAL TELEPHONE POLE o ` �•a t $
�`' �~'` ^ �' .• Z? • PROPOSED B�'1 'TW,,DEVELOPMENL
SANITARY MH SANITARY MANHOLE o "``,-- ``�'~ "'-^ �M FOG,-0 a/gRiq���RTy�,�,
TRB TELEPHONE RISER BOX 1 q w7 Fs
WM WATER METER �THRM,ryRly p METAL~
WP WOOD POST +� �^`" ' i lkR LID 4
WPP WOOD POWER POLE CM.. - Xlsr CON �''� �� C•Cv
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WSP WOOD SIGN POST: ~``� ~ '- �Dv Acc
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PIN 42—A-195A
N/F
SMITH
ZONED: RP
USE: RESIDENTIAL
GR�II�i�i/CSCALE
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l� 1-8 GATE VALVE
I, 2 JT. 8" DI(CL 52)
1-8" PLUG
FOX RIDGE SUBDIVISION
ZONED R
USE: RESIDENTIAL (1WNHOUSES)
1-F.H. ASSEMBLY
PIN 42—A-196
N/F
FERRIS
ZONED B2
USE: COMMERCIAL
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GENERAL CONSTRUCTION NOTES
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County, and the contract documents.
2, The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed. ® ® ,�
r All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's � (P � 5i
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction.
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet
all re uirements of the Frederick Count Sanitation Authorit .
2. The contractor shall coordinate with,, and arrange for inspection by, the Authority.
3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector.
4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2' in
size. Before a permanent meter is set they require:
1) the frame and cover be properly aligned with its meter box and yoke bar; 2) the frame and cover be set to the final
grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 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. ( I n
5. For water and sewer services that connect to existing lines: NSIBLE LAND DISTURBER
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application a
for service must be made and fees paid before work will be in. b) The Authority shall furnish and install t_. y , . ; :, „ �x
,
all 5/8•, 3 4 and 1' water servces. c For 1-1 2° and 2 services the Authority shall make the tap and bring .. ':�",, +�: ;.'.. .,,, f. ;,�.:.
the piping to the roperty line. The confracior is to furnish and msta� the meter vault assembly. The ;,. ti t„ , 7 p
Authority will install the meter. d) The Authority will install all sewer laterals. t . 4 :,;.
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g . . " Ir l ATI N
6. When an existin water main is to ed f r th i I i f , •-"f v, a
9 P o e nsta tat on o a new Ime. �, + , t u �; ': =
t , CERT
Ya., r: 4"< -» ,,...• .rv� `nyar. i"•^' ..: R 4 y ;'., TT .:,.:,: b Y
a The Authors shall furnish all labor and materials to make the to . b The deveb r contractor must: 1 make :..:,: ;;l" , "'., ,,:, �t i , , , f ,.,.;
b1 P ) / O ,
a hcatian for the to 2 de d b f r w r m pe r;'., . , :. + - i < ; . r s
pp p, Opay pos (e o e o k beg s), (3) mark the location of the tap, (4) make trial payment i k, Xtcain]}, ,. .,. DATE
when the work �s completed. r .s 'j r r' »
! P, f ryll,, 7!!` k:,`" [ s„ .,I ; ,, ° r �ii] - r }. 'y,.£• •' i '1' .t ��, J/ (.:. J e�. t Yi
7. The contractor shall tie-in a new line to an existin manhole b core drillin the manhole. " ", k•" ° . � a r F I i
.,_.: r
8. Any water sernce Ime must have a double check valve or RPZ twckflow revention assemb , as re ��red, installed. j : , _,._ .. ., .. ,., f.,.4.:. �. ... RESPONSIBLE LAND DIS U BE
P N V
tad , _ e _.•,, j,.: .t; :: 1 7' Y t, e':: �' �• ,: K� J
_.
The assemb) shall meet ASSE siondard N0. 1015 or 1013. A remote readout is re uired. '' r ' • t , , -1 (^. ` : ` "
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9, All fire Imes shall have a detector double check valve backflow prevention assemb or a RPZ backflow revention �„ :. . r,, i .. , tr :, �, , , w
ry P ;: -'. ,, l THAT PARTY RESPONSIBLE FOR
ossemb as r uired. The assemb) shall meet ASSE iandard N . 104 r 1 4 s i 1: -N• : '': - IS
h eq y s 0 8 0 0 7. A remote readout is required. ,.'- a ,° i r
``�' R'�� .�i) x` # T CARRYING OUT THE LAND DISTURBING
EROSION CONTROL w , . �> r {
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1. A Land Disturbance Permit will be re uired rior to initiatin an site work. This ermit can be obtained from �? "''""�
q P 9 Y P I ,11 4� ,o - + e`
i
Frederick County. �` `,+ {r +
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2. Tem ora an erm n n r
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d a e t e osion control structures and methods to be in accordance with the �r inia "`""" r. " :a 5 3. ; `,:' U,+ •_ . , ;:. ""` `�-, + P
p
ry . P. 9 ..t z ,�-� ... r i. i
Erosion Control Guidelines and local r in y'::.:,... r,:rt, . ,, ;,,�•> _,, , ri,,,ti:: ?� w
o d ances grid to be utilized Burin the construction period. >, . , .. k E I ;
3. All erosion control stru t r gg �'
. r w.-. 1 ,^ " .:. ter; ."':.....
cues shown or as required during construction shall be continuous) maintained ,L,, -. .. - �u Y = h , _ " /t.''
Y , ..-. , 'I f ' ,, c1
throu hout the enod in which areas are denuded. Areas shown to be surfaced are to have stone base installed r ,' ': . ', -• >: ' : r:; a.. `:* r; .. ) . i � . 4';,
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v, ":., :f 'fit,., ,+ ,;.:`...f .,. `. z '6e.. '':� .- . '<.. ". �k rlr 7.::`h.. i ,. ', ' � :: ,..lr. r :: "`t �: , t' s' r ..
at the earliest possible date after estabfishin rode. No area is to remain denuded for more than 7 calendar da s � '. fr t ,;_: ' <: 3^ e , : "
when con n . 9 9 Y �.�:: 1"r f r �' s :' `4 °
structo is not in progress. yw ,. �.. y , t ,.�'
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_.' , ,. i . ,. * -. _; a' , • ,� '; h J -.:._,! a .t4: I 1�t , ,, tfir it .: 'r s :, � \, _ 1 ,;. , � . r
4. Contractor to clean u and restore disturbed areas immediate) u on coin letion of a -la in in the affected ^� ` ,.: ' � '. - ', s:= ., + `� � ,
area. P Y P P P P Y 9 , a1: , " : t Y
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n t .. .:e:, .,: �:..,. w : '`' �.a`l e.w '.>' 1, ; 'i , 1 ..'" "r w '. u,'f
5. All un aved areas of the site which r i w. 1 ?'.,:.._.. , -, • < ;. , •. ' , ++.,. ,+
P a e dsturbed by this construction shall be provided wdh 4 topsoil, r. f F, ,,, r
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessa to rovide g t,.w .+ _ C:. ° .. , , E r T ,
ood lawn ugh rass cover. Areas not railed shall b is - -' • = . t;:'d a ,'I,4 I" � , i ,?" � �Jt�� l 11 �L��
9 q h 9 9 e d ced, leveled and seeded to achieve lawn conditions. t'' w �, },J� t t iN «' . , -,'ate
:, ,." }.....1 -] ]L ' :. an ` , . (,4 ..F t - !1:_* ., ;w. 1 ,'��, -I F., ,. ''t 4r,'; I.- A,..t� I
FIRE & RESCUE ,t �r 3 J
1. Burnin of land clearin debris re tyres a ermit from the Count Fire Marshall. Burnet of construction ebris on site .,. , , , , ,. 1, , ,:• ..' :., ti:. .:• :
9 9 q P Y 9 d Y� :i 't� 1,
F. iff Y L.- ;.
is prohibited. ,;,. ;.; , r" 9 t r s*'� , ;=° .,
` I �[,P✓:� 1,,. 1 COVER SHEET
2. Access for emer enc vehicles must be maintained at all times during construction. Tem ora treet ins � r r,j,' ' "'r . f -•. "v ,. , ':af k� n�'`�.�
9 p ry s s9
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must be posted as construction be ins. Contractor must ensure that arked vehicles do not im ede access to fire >:".. , • ,•. ,,• .• „ r Mr'.: ,. -•- ... _ 1 �.,, P ,, i ;<y'
hydrants. Fire Hydrants are not to be obstructed at any time. p ,,,:, =.4 :+n., °"`. Y'.. � ,r „ . t .t'_ KEY MAP
VIRGINIA DEPARTMENT OF TRANSPORTATION
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1. All work on this project shall conform to the latest editions of the Vir nia De artment of Trans ortat�on VDOT _ .:: _ .... L . - .,,.: , .,,e.4,=,�c c ,
9. P P ( ) Cry -.t. ,, , 3 SITE DEVELOPMENT PLAN
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Road and Bnd e S ecificatio n n r M . � - : , t. {' . � r , : z,. :' ,-
ns, a d Sta da ds, The Vir inia Erosion and Sediment Control Re ulations and an other ` „ _ ,,; u .. „ ��
9 P 9 9 q , . x , v. ,,,;,3 . , r�9 to j F :,. , ,a
state, federal or local re ulations a licable. In the event of conflict between an of these standards, s eci ica6ons c ,,.. IF„_: ;_: xd a �.:,^.,... ' •.`+ 4
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9 PP J �• ra "; c <_ � by a '. t
or lans the most strin ent h II v n. . , r . "
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. -r - ti 4 I I NTR PLAN
, ..,.:, , ,, .. ..r; . , ,,, - �I r > f , ."' �, � . , _:. GRAD NG & ERGS ON CO OL
2. All construction shall coin I with the latest U.S. De arfment of Labor Occu atonal Safet &Health Administration' - - I�, a ,. �' ,, .
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and VOSH Rules &Regulations. [ , ,`:..1 } �` ( t s +;;,: ,_ 'nn3' ,:
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3. When workm on VDOT n fit of-wa all traffic control whether ermanent or tem ora shall b n n ° ' + L, . , ..w
9 9 Y, P ry, e accords ce _ ,;, -.. + ry ( t Y,
with the curr n i pp
e t edit on of VDOT s work area rotection m nual. F rth r r II . d „,:::,. , . ... x . , �, r • . J ! :'
p a u e mo e, a traffic control flag ers must be rf p r, rf i, A,,,
. , 9 , ...1 '4. of -.- t' n: ..: .Y BS I` :J�':�:'•" 1(" %. 4 + , I`
5 PROFILES & SECTIONS
: ♦.- ! ..'!:.. ,J ,{ !t.. �, : ... � ,.. ..,. T' ' ��:: Y ,"'.. R, r ' „':: ! . n... , : ,.. , . r.:::.. ?'Y: ,., F. ,{ Ni, • ..
certified in accordance with VDOTs January, 1994 or latest edition of Road & Brid e S ecifications Section °: _, t M.1, : �, ;r .' K �... ,.,M<. ,-- � e �,,,. � ,!.. �f
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The develo er shall be res onsible for relocatm at his ex ense an and all utilities mcludin traffic si riot :: �- "' A.. `+" . P",
... , ' ,.. " -1. ,7. . �: MISCELLANEOUS DETAILS
oles unction boxes contr Iler w V. g 9 „�: , .: ; ,J : : !k ' ..,
f o s, etc, o ned b D.O.T. or private utility company. It is the sole res onsibilit of „r t ,,.:;,, , ; :°' , , ," f�'.
Y. P Y
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.. WL',:. t a... ,, .'. , c's i ,. ., x' ,: F» k , :L;,..� .♦, ., , .,: A: ..,, ., - F.". .:,.. f -,� f.s,.,
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the develo er to locate and identrf unlit foahties or items which ma be m conflict with the r ose n tr c ion . a u""� .
Y Y Y Pop d co s u t „ ,,, f x .�
s _ ,.:.:' *•... .,'. •,:.,.,.: '_:. :,_ r `; a;�(4 'P :. '' �, 'a.., f " r < _..r•". .. ': 1'.: 1'''7 ,. ' s �'.. .. ',_, d- R ,
C IVI V.p. .: e' ^/. ..::, . • i ... f, , .-4, ,...•y -& D.F. ,Y�& yz SI ,x- ,'�:#a 1f
a t ty DO.T approval of these plans does not relieve the developer of this responsibility. ,, •. �� a vri ;,,a I,' " ',,., :.....a : .> F .r'{
5. Design features reatin t constructgn Qr to re ulption, control and safet of ,trQffic g b sub'ect to Chan e rr •✓ :`" t ., -,;.!I �.q...
I Q 9 Y P1 Y g 1 9 9. r. r t o t
as deemed necessary by WO�. Any additional expense incurred as a result of an field revision will be -. ;;-•..�_, � = .".. , ' ... -,', ,„ :,'. a �,1 ,. x ;U,, r , .
res onsibilit of the develo er y , . _ :a r ` ;�`:,.� € ''' w' �' s
P Y P r '. t x ^-, w.''r ,,x. } ti r P, �r s h * �y'-.y
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6. Prior to initiation of work Contractor shall be res onsible for ac uirin all necessa VDOT land use ermits for . m f1YY`•J -
P q 9 ry P ,. r+r ,, sr'
an work on VDOT n fit-of-wa . .,• : yr, , :W, �� . ," f
° T }�:'`.
Y 9 Y , 3 w i Y y �. 1 yA L ; t t r tit`�d f
{ �)
7. If re uired b the local VDOT Residenc Office a reconstruction conference must be arran ed and held b the �• .. 1, .- -'
q Y Y P 9 Y , } :.: .' n :P:n:'M1 ? a* ; ..,, _.. s ,: "{r
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:: �' '
en ineer and or develo er with the attendance of the contractor various Count a encies utilit coin anies and VDOT a *-l_ y ' > ' "' : �-
9 / P Y 9 Y P,�
. .. :; r _ y :r r �,..,J r�1 C rz�/.:.. L ,, td n'�y. si;. 41 :
nor to �rot�at�on of work, rf ": y` r,,. a a` {
8, Contractor shall notrf the local VDOT Residenc Office when work is to begin or cease for and/ undetermined a� � '+ °_x: , :..,i �.. y a ':a:. � ,.. ,• q ' . X, /:,
Y . 9 J ' }} . a ,,1 . ".. i w:.. s. C. d y, A! J Y '. R hf�l ,. L4 ^}M ,,
.y .l,'..;b i ' ".'. a_,.. . , ,�,.6,,..� lG.n c :a :,:,... t1'' „r. E � ? K t"i`.. '�_� Wa ,: I p!'Yi •. li. /, r^,
length of lime. VDOT will also re uire 48 hours notice for an ins ection. - .,, +' s,� ;,� I• ;:t ' . s w ; k v - ."� ,''
!7 , - yd
9 Y P x.;° F r-<, ;fit,; N gN . ! .� , , '; 4 o f ,. r' d L= - +, .
9. The Contractor will be res onsible f r mom aim - : , ; n :.._.. 7 ,.. .,..,, , , , , , ' , , a ;> „,y " k.
p o to g adequate access to the protect from the adjacent public road ,. " y _ , b:, ; , , f. , ,a , :-- : t,:,� W, +� f,_ ....•.r _ s: ,
. -, ; t ,. ., ,:,: ° +max;' 'A.. v ; fir: .
wa throu h construction and maintenance of a construction entrance in accordance with the Vr irna Erosion &� .. f ,f, P ':1 a. .,,-xF' R ; ,Pf
g t. b:, ..•" fI<6, air .: 6 irk ? c, „
Sediment Control Handbook Sec 3.02. Furthermore access to other ro erties affected b this ro)ect shall be �' r ;, . �, I�r ' ,`'. �` s t t
p . P Y P _' s „ , a i s+ r ;;.r ..s ° , , + s,:�< e,
:... m, , : �' ,.
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maintained throu h construction. The Develo er shall have within the limits h r , mot• .. �I 1 • . ,� ,: r `�,,
g p of t e p oject, an emplo ee p.,, tr . , 1' t';�;,. l ffr '+r �� �e`. ,., » t , .1 � " . r ..;a �:�`�
certified b the De ortment of Conservation and Recreation in Erosion and Sediment Control who sh II '� , r; a - err:: Tr:. �r a , x: � ,a -f.:.� -:..�
r
�,; ; ,
inspect erosion an siltation control devices and measures for proper installation and deficiencies immediately �t,,
r,.... ::,_T: ; �' .. T :1...., . .- , .,:. ,.. _ . as ., 1... '� ,4 d t .:.., �.:° .
after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. t'f11'ltt; d from ! o P I , 1 _ 11 f . f 0 C�Il, tiono - to, 0. G OIII OWN E R f D EVE LO P E R I H
L �F
o Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of KRA FOOD SERVICES, L.L.C. ��, r
construction,
wh All water and sewer lines within existing or proposed VDOT ri? confl-way are to have minimum 36" cover and, 1625 APPLE BLOSSOM DRIVE -9
when possible, to be installed under roadway drainage facilities at conflict points.
12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to ,_
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined LOCA,7ION MAP WINCHESTEF, VIRGINIA 22601 D A. MISLOWSKY, . Z
by the engineer and approved by V.D.O.T. 0 ❑. 020674
13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement SCALE: 1 '= 2000 v �
of fill. Where CBR testing is required a V.D.O.T representative shall be present to ensure the sample obtained PH.- 540-b65-0405 3d l ®� '
is r presentative of the location. 1�'hgn sob samples are submitted to private labratories for tests g, the sam les
shal� be clearly identified and lobe a as elongg�iny to a project which will a accepted by V.D.O.. and that'testing ro c��
shall be conducted according to applicable V.D.D.T. standards. �;.,;, �OF G���
14. All roadway fill, base, subsurface material and backfill of utility storm sewer trenches shall be coin acted in 6" �/� /� : >�L �[_ S�ONA N
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of 1V1r1� C H 1 o ®� S
optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector P'i�.
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and 7
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. s ,_DATE _ a ��
15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where i �_
determined necessary by VDOT Inspector.
16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
minimum design standards and is the developer's responsibility. • c Approved by Frederick County Zoning Administrator
17. Prior to acceptance by VDOT of any streets, any required street si9nage and�or povement markings must be installed i 1 b e r t w • 1 f f ® d S ®� •
by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. Stop signs shall be thirty (30) inches tall
with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum ���� �/ /�� - J � � � � ��
of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this % /�//t ✓'e,�V,j�QV,
list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding
sign material and placement. Site Plan Approval Valid for 5 Years From Date Shown Hence Date
18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices
for materials within gny dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of Engineers • Land Planners • Surveyors
the work. Unita and total prices may be obscured.
19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined
using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10 A certified 200 North Cameron St.
compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In 150-C Olde Greenwich Dr.
addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity io be present during the Frederieksbur , �r inia 22401 Winchester, Vlr inia 22601
construction and testing of the density control strip. ^^ g g Aug
20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications PHONE (540) 898-2115 PH®NE' i540) 667-2139
(Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction v Project Number'
technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In FAX: (540) 898-2115 FAX° (540) 665-0493
addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the
construction and testing n the density control strip. silE'et Number ®1
21. Approval of these plans shall expire three (3) years from the date of the approval letter.
22. CG-12 Curb Ramps (Persons with mobility imparements) should be constructed at locations shown on the plan sheets or as
directed by the V.D.O.T Engineer/ Inspector.
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SCALE: _ AIA
DRAWN BY: ✓. U.
PROJECT NO.
DATE: . 3-%(?—()%
HEET 0 OF 61
`THI.. V[ OT LIMITED ACCESS FENCE MAY BE
REMOVI-D TO ALLOW INSTALLATION OF THE
PROPO'_'ED DITCH. THE FENCE SHALL BE
REPLACED AND ANY DISTURBED MONUMENTATION
RESET BY A RLGISTERED LAND SURVEYOR.
S„
0
INV.=334.84 �--......
li-� TAB. VD,")T
TRAF1: C I.0 t-.J
MSP S S
a., .
-... ,...��..... METgI G 1 R��l -THE VDOT HAS NO MAINTENANCE RESPONSrBd
- _ y U�RDRgIL T� q4242 FOR TIE iTENTION PONDS (NORTH POND 1 AND
s" SMOOTH WALL M�.. Fo PROPOSED 8Y"'THIS DEVELOPMENT.
w
PLASTIC PIPE V'�Rtl,C�g OT
OF
INV. IN=825.50 .. q
QUT=825,30 VEM�Nr/07.ysr� `
18 CATCH BASIN'� L=20 Fi �.� RN _�.....�
HEAVY DUTY -. • p Ik
GRATE.
k
_STORM STR #6 �... _.....� ..M EXisr '-
n 2' PAVED DITCH , f �. _..�� CONr...�
8 SMUU M WALL
PLASTIC PIPE
INV. IN=826. ?0
INV OUT=826.10
L=20 FT.
18" CATCH BASIN
W/10" HEAVY DUTY
GRATE.
y\/
NORTH POND 3
4" SEWER LATERAL /
WITH CLEANOUT -�
KITCHEN WASTE ONLY)
4" SEWER TERAL 9
\ (OTHER ' THA KITCHEN
WASTE) \
/
\\ / C
/
'7HANK1OU/
DO, NOT ENTER"
SIGN ,
Z
P80. -SEWER M.H. : . : CIRO
s1Oi;rFEAT , OP'MANHOLE WITM' , ....
FRAME CAST FL USH��W/SLAM. r .:'v
RIM=829.04 f ::: S I
1NV.0L)T=825:,
ass ✓.
.40
k,. ..
PROPOSED 6" ANCHORED CONCRETE /
WHEEL STOPS(TO BE REMOVED
UPON DEVELOPMENT OF ADJOINING
LANDS).
I at
NE VV
coNC
DUMPSTER AREA WITH 8" BLOCK
WALL SCREEN AND OPAQUE GATING.
RIM=827.25
LEGEND
PROPOSED CURB & GUTTER .............................
PROPOSED CURB &REVERSE GUTTER
PROPOSED STANDARD PAVED AREA (B" 21B/2' SM 2A) .............
HEAVY DUIY PAVED AREA (6' 2113/3' BM-25.U/1 1/2' SM 12.5A) • • • •
PROPOSED CONCRETE AREA .... "
PROPOSED GRASS AREA ...................... ....... C�
PROPOSED EASEMENT AREA ........... ...................
ZONING BOUNDARY ........... .......................... Z8,
CG-12 HANDICAPPED ACCESS RAMP .... ................... Al
MITER PIPE OUTLET TO
CONFORM TO DITCH SIDE
�- SLOPE,
10" SMOOTH WALL
PLASTIC PIPE
INV. IN=823.50
INN OUT=823.2
24" CATCH BASIN
W/10" HEAVY DUTY
GRATE.
LUMINAIRE SCHEDULE
PROJECT: i
QUANTITY'
LABEL
LUMENS
LLF
DESCRIPTION
TOTAL WATTS
1
A
110,000
0.72
GREENBRIAR 1000W REDUCED TYPE FP ON 24' POLE ON 2' BASE
2160
2
B
110,000
0.72
GREENBRIAR 1000W REDUCED TYPE 5 ON 24' POLE ON 2' BASE
2160
1
C
110,000
1 0.72
1 GREENBRIAR 1000W REDUCED TYPE 2 ON 24' POLE ON 2' BASE
2160
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER 42-A-195
EXISTING PARCEL AREA 5,649 ACRES
DEVELOPED PARCEL AREA 1,101 ACRES
ZONING B2
ADDRESS _ FOX DRIVE
CURRENT USE KFC RESTAURANT/VAANT
PROPOSED USE ARBY'S RESTAURANT
DISTURBED AREA - 2.50 ACRES
SETBACK
REQUIRED PROVIDED
FRONT 50' 93'/ 105'
SIDE - 76'
REAR - 310'
PARKING 5' 5.5'
BUILDING HEIGHT 35' (MAX.) 24'(+/-)
TOTAL GROUND/FLOOR AREA 2,981 SQ.FT.
FAR ALLOWED 1.0
FAR PROVIDED 0.062
MINIMUM LANDSCAPED AREA 35% 0.385 AC.
LANDSCAPED AREA PROVIDED 1.87 AC. 62%
PARKING REQUIRE PROVIDED
FAST FOOD RESTAURANT
(1.4 SPACE/100 S.F.) 41.2 48
HANDICAP SPACES 2 2
DRIVE THRU STACKING SPACES 5 5
PARKING LAND.SCAPIN
PARKING LOT PERIMETER 640 FT.
PERIMETER TREES REQUIRED --16 (01/40 FT.)
PERIMETER TREES PROVIDED 16
INTERIOR TREES REQUIRED 7 (@1/10 SP.)
INTERIOR TREES PROVIDED 7
TOTAL TREES REQUIRED 23
TOTAL TREES PROVIDED 23
PARKING LOT LANDSCAPING REQ'D. 965 SQ. FT. @ 5%
PARKING LOT LANDSCAPING PROVIDED 1440 SQ.Ff.(+/-)
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA
AND CABO A117.1-92. HANDICAPPED SPACES AND ACCESSIBLE ROUTES
MAY NOT HAVE CROSS SLOPES OF MORE THAN 1"50. THE ACCESSIBLE
ROUTE SLOPE CANNOT EXCEED 1"20.
4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
6.ALL UTILITIES TO BE PLACED UNDERGROUND
T BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
AND SECTIONS 303, A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/
1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND
USABLE BUILDINGS AND FACILITIES.
8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT.
11. DESIGN PROFESSIONAL LICENCED IN VIRGINIA SHALL SEAL THE PLANS SUBMITTED
FOR BUILDING PERMIT APPLICATION. SPECIAL INSPECTION REQUIREMENTS
OF CHAPTER 11 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE.
12.A RESTAURANT APPLICATION MUST BE APPROVED BY THE FREDERICK COUNTY
HEALTH DEPARTMENT.
13.THE MAXIMUM SLOPE ACROSS THE HANDICAP PARKING AND UNLOADING SHALL NOT
EXCEED 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY
WITH CABO A117.1-92.
PLANTING SCHEDULE
COMMON NAME
SIZE AT TIME OF PLANTING
SPACING
QUANTITY
o
PIN OAK
2" CAL. 0 6" HIGH
AS SHOWN
12
RED MAPLE
2" CAL. 0 6" HIGH
AS SHOWN
11
HETZ HOLLY
36" HEIGHT
4'-0" O.C,
21
SEEDING REQUIREMENTS
ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM
6" OF TOPSOIL AND BE SEEDED AS FOLLOWS:
2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO, FT.
1 LB. ANNUAL RYE PER 1,000 SQ. FT.
70-120 LBS. MULCH PER 1,000 SO. FT.
FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE
TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A
MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT.
Conduit
Culvert Summary
Inv. In Inv. Out
L(ft)
D(in.)
S(%)
Type
Storm Inlet Summary,
and Sump Inlet Depth and Spread Colculation.
Str, No. Inv. In
Inv. Out Sump Bottom Top Elv. Type L (I±)
EXISTING HEDGE'
Cuivert 2
824.30 824.JO
110
24
0,00
CPP*
1 -
- -- none --
��
Culvert 3
824.30 824JO
98
24
0.00
CPP*
2 824.30
824.30 823.30 827.25 DI - 1* --
j
Cuivert 4
824.30 824.JO
60
24
0.00
CPP*
3 824.30
824J6 323.30 827.65 DI - 1* - -
AREA 5
-- --
8
- -
--
Al
4 824.30
824JU 823.30 828.85 DI - 38* 8
AREA 5
-- --
8
--
--
Al
AREA 5 --
-- -- 829.90 rip rop --
POLE MOUNTED HM AICAP PARKING
DITCH 6
82'7.90 826.00
7
24
27.14
cone
AREA 5 --
-- -- 829.90 rip rop - -
SIGNS INSTALLED PER' WRGINIA
DITCH 7
827,60 825.20
10
24
24.00
conc
6 --
-- -- 827.90 2' paved ditch --
STATE CODE SECTION J6-99.11
NORTH 1 OUTLET
823.50 823.20
.30
10
1.00
PVC
7 --
-- -- 827.50 2' paved ditch --
NORTH 2 OUTLET
825.50 825.JO
20
8
1,00
PVC
NORTH i OUTLET 823.50
823.50 822.50 825.50 24 ° cpp catch basin"* --
NORTH 3 OUTLET
826.30 826.10
20
8
1,00
PVC
NORTH 2 OUTLET 825.50
825.50 823.50 826.50 18 ° cpp catch basin** --
)TOW STR 13
*
Perforated CPP
NORTH 3 OUTLET 826.30
826.30 824.50 827.50 18 " cpp catch basin"* --
RIM=827.65
*Non standard structures, each include sediment sump
**Fill sump
with concrete to pipe invert
STOP SIGN
REQUIRED -
STORM STR 4 ->
RIM=828.85
.,may
.GR.4'PhW SCALE
20 10 0 20 40
l I I I
IN FEET
I inch = 20 ft.
BUILDING DIMENSIONS
13'= 20
Y
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SCALE: NIA
DRAWN BY: ✓, 0. S.
PROJECT NO.
DATE: 3-20-02
SHEET 3 OF 16
LEGEND'
ABBREVIATION
DEFINITION
CL.
CLUSTER
CO
SANITARY CLEAN OUT
GA
GUY ANCHOR
CMF
CONCRETE MONUMENT FOUND
IRF
IRON ROD FOUND
MLP
METAL LIGHT POLE
MP
METAL POST
MSP
METAL SIGN POST
MTP
METAL TELEPHONE POLE
SANITARY MH
SANITARY MANHOLE
TRB
TELEPHONE RISER BOX
WM
WATER METER
WP
WOOD POST
WPP
WOOD POWER POLE
WSP
WOOD SIGN POST
WTP
WOOD TELEPHONE POLE
0
LOCUST
0
MAPLE
0
EVERGREEN
O
TREE
0
PINE
(W.u)
EXISTING SPOT ELEVATION
830 EXISTING CONTOUR ELEVATION
*THE VDOT LIMITED ACCESS FENCE MAY BE
REMOVED TO ALLOW INSTALLATION OF THE
PROPOSED DITCH. THE FENCE SHALL BE
REPLACED AND ANY DISTURBED MONUMENTATION
RESET BY A REGISTERED LAND SURVEYOR.
3A
Y\
J P. C_ �
05
Q
835
CON
w ,. METAL VDO
, I TP LIL)
^^ A
O -
I
_
^
^ I _ - _ 3.5
:y
%
F
OFAj
p ',
_-
M
S
INV. 828.42 __t - Al
ErAL
-8" SMOOTH WALL "- •
,
TEMPORARY DIVERSION DITCH TO ~' ~-ti•, ,..'
�• L�ASTIC PE `
w. s , ,� I = . e�
FQ��: ARi p TN
� �_ -:_:.: � . � ; • INV:' N 825:5D.. � �V� ....� •. ; ,. • .. ,
BE REMOVED WHEN DOWNSTREAM � -� q
DISTURBED AREAS ARE STABILIZED..
'8" SMOOTH. WALL
PLASTIC PIPE
INV. IN=826.30
INV. OUT=826.10
L=20 FT.
18" CATCH '.BASIN _
W/ 10 " HEAVY DUTY
GRATE. QO
td QUT 825 30. '`
E.,
18" CATCH BASIN _- L=2�0 ry P 7 �v..1iL
R ._
W/ 10 " HEAVY DU _ 1
GRATE. ,
,. ' r
__
-, �_
... C - _ _Alp
2 PAVED DITCH NC -
D
u. --• -
EEO
H "e , 3 .NORM STR 7 CONC 7. 2'
PArr ,.Qrc
^
(rYp
RIM=827.25
RIM=827.65
ORAPH/CSCWLE
20 10 0 20 40
( IN FEET
7 inch = 20 ft.
1 / "
24" CATCH BASIN
W/10" HEAVY DUTY
GRATE.
NOTES:
1, SILT FENCE SHELL BE WIRE REINFORCED OR A
DIVERSION BERM,
2, CULVERT INLET PROTECTION SHALL BE A ROCK
CHECK DAM.
3. IF PROBLEM PERSISTS WITH MUD TRACKING TO
ADJACENT ROADWAYS, THE COUNTY CAN REQUIRE
A WASH BAY BE INSTALLED AT THE CONSTRUCTION
ENTRANCE.
2" SM-12.5A -
8" 21-B
hl
l
10" SMOOTH WALL
PLASTIC PIPE
INV. IN=823.50
INV. OUT=823.2
LECFIVP
EXISTING STORM DRAINAGE k STRUCTURE . . • • •
O
PROPOSED STORM DRAINAGE do STRUCTURE .... ' • '
PROPOSED CURB h GUTTER ......... " . • • •
DRAINAGE FLOW ......................
-
EXISTING GRADE ' ' .. ' ...... • ..... .
PROPOSED GRADE ..... • ..... ' ...... .
PROPOSED EASEMENT AREA - ........ .
PROPOSED SILT FENCE ... ... .
CONSTRUCTION ENTRANCE .
RIP RAP CHANNEL LINING - - - - -
SILT FENCE INLET PROTECTION - . • .........
cC!/
DIVERSION DITCH - .. .... .. ...
DD
S TA NDARD DI TCH SEC %ION
Ditch Detail Summary
Ditch
1
Ditch Type
V
B = Base Width (ft)
0
SS (x:1)
3
d = Depth 2yr + 0.5(ft)
0.6
D=Mimimun ditch depth (ft)
1.5
Lining Type
EC - 2
Mimimum lining width (ft)
7
Anchors per sq yd
na
2- Year Vel. (ft/sec)
2.77
Culvert Summary
Conduit
Inv. In
Inv. Out
L(ft)
D(in.)
S(f)
Typ
Culvert 2
824.30
824.30
110
24
0.00
CPF
Culvert 3
824.30
824.30
98
24
0.00
CPF
Culvert 4
824.30
824.30
60
24
0.00
CPF
AREA 5
--
--
8
--
--
Al
AREA 5
--
--
8
--
--
Al
DITCH 6
827.90
826.00
7
24
27.14
cor
DITCH 7
827.60
825.20
10
24
24.00
cor
RTH i OUTLET
823.50
823.20
30
10
1.00
FM
RTH 2 OUTLET
825.50
825.30
20
8
1.00
PV(
RTH 3 OUTLET
826.30
826.10
20
8
1.00
PV(
"
Perforated CPP
/ L ININC, W
Storm Inlet Summory,
and Sump Inlet Depth and Spread Calculation.
Str. No. Inv. In
Inv. Out
Sump Bottom Top Dv.
Type L (ft)
i -
-
--
none --
2 824.30
824.30
823.30 827.25
DI - 1" --
3 824.30
824.30
823.30 827.65
DI - 11 --
4 824.30
824.30
823.30 828.85
DI - 3B" 8
AREA 5 --
--
-- 829.90
rip rap
AREA 5 --
--
-- 829,90
rip rop --
6 --
--
-- 827.90
2' paved ditch --
7 --
--
-- 827.50
2' paved ditch --
ORTH 1 OUTLET 823.50
823.50
822,50 825.50
24 ' cpp catch basin" --
ORTH 2 OUTLET 825.50
825.50
823.50 826.50
18 " cpp catch basing --
ORTH 3 OUTLET 826.30
826.30
824.50 827.50
18 " cpp catch bosin" --
"Non standard structures, each include sediment sump
""Fill sump with concrete to pipe invert
8" 21-B ---y
TO EXTEND 1 FT. 1.5" SM-12.5A
'AVEMENT.
3" BM-25.0 --I
A r-,%IV' ,..Ik, A 6" 21 -B
8" 21-B
EX. PARKING
.a, .
Ise
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SCALE: NZIA
3RAWN BY: L/ 0. S.
PROJECT NO.
DATE: 3-20-02
SHEET 4 OF 6
IAA -..I
D
X
Nor[ IT94APE
INLET SEDIMENTTRAP
TO BE BEVELE-
-------------
" ""'" A10RifRDETENTION
POND - NORTH 1
NORTH 2
NORTH 3
(.._._._-•_ - - : _.---'-----
-CULVERT
--- '-
TEMPORARY SEDIMENT TRAP Trap 1.00
NOT BEVEL INVERTe----------
qD-
-
EMERGENCY OVERFLOW ELEV - A 826.50
827.50
828.50
CLASS I RIP RAP
/
TOP OF EMBANKMENT - B 827.50
828.50
829.50
�
�-C-�
�
RIP RAP VOLUME CL A1(C.Y.) - C 10
3
3
NOTES
1. "H• NAY REDUCED A MINIMUM OF {" WHERE
"UL
e. BEVEL EDGE ED ON THESTHEHEADWALL AT THE 111Ei Eta
OF THE
`
\ \
RIPRAP
HEADWALL
DISCHARGE PIPE DIAMETER (IN) - D 10
8
8
ER LIES
CA F ENDWALL
WOULD PROTRUDE ABOVE SHOULDER LINE, N NO CASE SHALL TOP OF ENOWALL
O ABOVE S
PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER.
CULVERT (WHERE THE FLOW ENTERS THE CULVERT).
E E THE
7. AL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
-
\�^ INVERT
DISCHARGE PIPE INV. OUT - E 823.2
825.30
826.10
2, THIS REIN MAY BE PRECAST OR CAST N PLACE.
PRECAST
EDGE OR BEVEL EDGE.
EDGE
S. SHALLOW FILLS WHERE ENDWALLS AM 1'OR LESS BELOW SHOULDER
\�+`J[\
\ PIPE
FL-
DISCHARGE PIPE LENGTH FT - F 3O
20
20
TE TO BE CLASS A3.FOP SEE SHEET
3, ILL CAST IN PLACE CONCRETE
101.02
UNE THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE
�
DISCHARGE PIPE SLOPE (%) - G 1.0%
1.0%
1.0%
.. THK STAWARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS/
(0' TO 45' ).
CRIbE OF THE ROAD.
9. y,• cHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
/
DISCHARGE PIPE INV. IN - H 823.5
825.50
826.30
5. HE OWALL TO K BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WI7H INVERT
DR WINGWALLS OCCUR.
i
'/
OUTLET STRUCTURE TYPE - I 24 " Cpp
catch basin
18 " cpp
catch basin
18 " Cpp
catch basin
EW-1
EWIA
OUTLET STRUCTURE TOP - J 825,50
828,50
829.50
VDOT #3• 1357, OR p5
ENDWALL FOR CIRCULAR PIPE
ENDWALL FOR ELLIPTICAL PIPE
MENT STOKE AREA
/ COARSE AGGREGATE
OUTLET STRUCTURE OPoFlCE DIAMETER (IN) - K 10 (pipe)
8 (pipe)
7 (Debris Cage)
DIAMETER OF PPE CULVERT
SALE OF ELLPTICAL PIPE CULVERT (SPAN . RISE)--�
/
OUTLET STRUCTURE ORIFICE INVERT - L 823.5
825.5
826.3
I.,
15`
Te-
21" OR 24"
27' OR 30•
33" OR 39'
23"04"
3a'd0'
34",22"
3e",24"
42•.27'
45".29•
49'02"
53•,34••
/
TWO YEAR STORM ELEV - M 825.0$
826.70
827.48
A
o••e"
a•e"
0'•2"
W-Ir
I.-Cr.r•m
A
a'-e"
a-s
D'•la
a-n'
a-1r
r-o
r-o'
r•o'
TEN YEAR STORM ELEV - N 825.90
827.27
828.51
e
a-n
r-r
r•3"
r•s
r.9
r-a'
a
r•2"
r-5"
r-S"
r-s"
r-9
r-IO•
r-Ir
r-H
C
r-4••
r-7"
r-r
T-r'
2'-G"
2••a'
c
r-a"
V-u"
r•r'
2'-4"
V.51'
2'-7•
2• 11"
2'-e•'
\ \
100 YEAR STORM ELEV - 0 826.65
827.90
828.92
o
r-o
rJ
r-e
2-Crr-r
s-0
o
r-r
r-r
r-10
2 •o
r-3^
2.5"
r-e^
2 ,w
'STORAGE REQUIREMENTS EQUIVALENT
CLAY CORE TOP - P 826.00
827.00
828.00
F
a-e"
0'.5
D•-s'
0•-"
9
-•
a9
a -C'
F
a-W,
01-W
0•-9--9"
"
a9•
a
a-W,
01-r
a-9"
TO THAT . TEMPORARY SEDIMENT
TRAP, STD. A SPEC. 3.13
ANTI -SEEP COLLAR DIMENSION (IN) - Q none
none
none
H
S-0'•
3' Y•
W•0-
Y-W,
e' a'
I•-J'
10. O
4'-e'
IT-a
H
L
2'. T"
3-S"
Y-7-
3•-9"
4•-0••
4-2•
4-5"
4.-7..
12•-n•
87 C.Y./ACRE WET STORAGEpERSPECTIVE
VIE
EMERGENCY OVERFLOW WEIR LENGTH (F'T) - R 26
10
10
5'-5
7 2"
a' e"
9'-2'
10'-T
p'-1T'
12' r
4-Y*'-tr
(BELOW BASE OF STONE)0
a'I�"
a'2"
0.2Vt"
O•-%'/."a•-3Y"S
r-+r
2-62tDy-2y_R3_9.
4•-r•
4 y.
/...
a-r/,•
a-r
a-rh^
D -3
0
0.2h
a-3/,°
D -p/,'
0 4
a-47F'
a•4T:
0 -5"
o'-v/="
67 C.Y./ACRE DRY STORAGE
OUTLET PROTECTION
cllac rARos of coNeaErE
b
2
a-2%2"
a-2T;"
a r
a-s/,
0•3):'
0'-4"
o'-4y;
(BASE OF STONE TO TOP
OF STONE BERM) PIPE INVERT
BERM TOP ELEVATION C
CULVERT NORTH 1
NORTH 2
NORTH 3
CONC.PPC
C.M. PPE
0,241
0.257
0.492
0,521
O.M7
0.730
t.39
1.326
2.067
2.t96
2.947
3. 145
CONC.PPE
CUBIC YARDS OF COMM TE
2.e01
AREAS TO BE DISTURBED
(CUT, FILLED, ETC.) I
RIPRAP HEADWALL
OUTLET
CULVERT DIAMETER (IN) 10
ER N) 310
OUTLET
18
8
OUTLET
1.50
8
o.502 0.e55 1.23E 1.500 I.SM 2.101 2.512
y,c�Tp,/
REFERENCE
STANDARD ENDWALL
FOR PIPE CULVERTS
I
010 d/D I
1
1
Io5
12"-36" CIRCULAR AND 23"x14"-53"x34" ELLIPTICAL PIPES
OUTLET ELEVATION o
WET TOP
WIDTH (FT) 7
7
7
302
VRGINIAOEPART4ENT OF TRANSPORTATION
1Oto1
STORAGE ELEVATION E
LENGTH (FT) 6
6
6
ti
NATURAL GROUND
Ho
RIPRAP CLASS Al
Al
Al
pipe
culvert
POND
A
B
D
INCHES
INCHES
INCHES
1
15
15
13
2
14
14
12
3
14
14
7
Isometric
1/4" HOPE plate
w, -• bolted to EW-1
r.'
I
1 00000000 0°0
DMP
Bo000000
VDOT std.
EW-1 conc. apron
(6" thick)
Section
HOPE structural plastic
grating and 1/4 plate
(3" x 1" opening)
manufactured by Plastic
Solutions Inc. or equivalent.
0
0 0
o°o°o _
`
° / / 9D�e o
VDOT aid. EW-1
400-00----.�,
M
o
iI
�
L--- ° °° ° +of
----a
I
DBMP
- - - - - - - - - - - -
- - -
single BMP
Elevation
orifice
PLASTIC 240 McGhee Road
SOLUTIONS P'D. Ba: 4386
BMP DEBRIS PLATE & CAGE Winchester VA 22604
INC. 540-722-4694
WWW.Plesue-solatiolLeom
CLASS I RIPRAP
VDOT #3, #357, OR #5 COARSE AGGREGATE
BOTTOM ELE. F
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
AT 1/2 VOLUME OF WET STORAGE AREA
ELEVATION
SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION
PLATE. 3.08-2
PLAN NAME
Trap 1.
SEDIMENT TRAP TYPE
CULVERT INLET
OUTLET LENGTH, A (FEET
9
TOP BERM WIDTH, W (FEET
3
RIP RAP TOP WIDTH, B (FEET
2
HEIGHT TO OUTLET BOTTOM, Ho (FEEI
1 3
HEIGHT OF BERM, H (FEETj
4
BERM TOP ELEVATION, C (FEET
827.5
OUTLET ELEVATION, D (FEET
826.5
WET STORAGE TOP ELEVATION, E (FEET
825.6
TRAP BOTTOM ELEVATION, F (FEET
823.5
BON TOP ELEV. = B
1.0
DARGEPO OMMUW EIEV. = A
R - 6
GRAPHIC SCALE
30' 15' 0' 30' 60'
1 INCH = JO ft. HOR/I.
1 INCH = J ft. VERTICAL
1 ► I•► '•►o • Inot to scale
36.60'
835 EXISTING GROUND
FUTURE HOLIDAY INN
FIN, GRADE
FUTURE FINISHED SITE
\ FINISHED GRADE
W.1 AMA
36" MINIMUM
COVER REO D.
__ _8" D.I. (IL ,,�
825 STA: 0+36.60
1-8" PLUG
STA: 0+00
1-8 x8 TEE
1-8" GATE VALVE
822 2 J. 8" D.I. (CL 52)
ao
0
oho o�p
0+00
CONNECTION FOR LOT 4
PST H OF
o
-sRonald A. Mislowsky, Jr.
O CERTIFICATE NO. -
v 020674
'IbREGISTERED
PROFESSIONAL
ENGINEER
WATER SURFACE
O)
YEAR WATER SURFACE
= (N)
PE TO EW-1
'EAR WATER SURFACE
V. = (AI)
VOOT STANDARD EN-1
ORIFICE DIAMETER = (K) INVERT AT ELEV. = (L)
(PLUG DURING CONSTRUCTION)
REMOVE PLUG FOLLOWNG SITE STABILIZATION
PROVIDE DEBRIS CAGE TO PR07ECT ORIFICE
SEE PLAN THIS SHEET.
PROVIDE CONCRETE APRON AT DEBRIS CAGE
SEE PLAN THIS SHEET.
CMENT TO BE PLACED AND COMPACTED
1FTS. NO TOPSOIL, ORGANICS, OR STONES
R THAN 6" DIAMETER SHALL BE USED.
AL SHALL BE COMPACTED TO 95% OF
M DENSITY AT PLUS OR MINUS 2%
N MOISTURE.
ORE TO EXTEND 5 FEET BEYOND ENDS
ANKMENT, AND 2 FEET BELOW EXISTING
THE TOP OF THE CORE SHALL BE AT
(P). DEPTH OF CORE
IS GENERAL, ACTUAL REQUIRED DEPTH
BE DETERMINED BY SOILS SPECIALIST
TIME OF CONSTRUCTION. MAXIMUM SIDE
S 1: 1.
ORE MATERIAL SHALL MEET THE FOLLOWING:
CLASSIFICATION: SM, SC, ML, MH, CL OR CH.
PARTICAL SIZE: 95% PASSING 112 SIEVE.
835. 835
EXISTING GROUND
..� - - - - y _ _ _ - _ - _ -�
PHASE 2 FINISHED GRADE
(HOLIDAY INN CONSTRUCTION) 840
830 830
A \ EXISTING GROUND
01
' 835
OO 9
825 z _ ____ __ _ _ ___. 825
v �
-PRO ED GRADE
00
� W
FUTURE FINISH GRADE
o�
Lo
`� ~I 830
820 820 -
Q�, 1-8" TEE
+ o Ly3 z - W I -8 "W' RED.
o 00 ca Q ± 1-6" GATE VA VE
*CO . .. ao. __ 8R D.I. (CL 52) WATER
CO
co
'i 1-6W PLUG
825
1-6w 5' EL
815 815 824
QO � I �2 00
0+50 1+00 0+00 0+50
WATER PROFILE UNDER POND AREA CONNECTION FOR
FUTURE F. H.
o
o�
�o
cf co
co
r1
N
(j
Ln
CN
NCO
�
C) 00 _C N -
�00 Co -
_
LOr< CO -
0�p01--r
CAN t) f')
o CoNl` II �
-I- CN II
OCC) ctct: CL N
� r< - 066
+Ni-1- II
OO N
0000
CoCCEL
�t~n�??(�nr¢ZZ�
LiJ LLJ
D0 Ct; � I_
}
+F-
(n
(/) CC _ (/i
N Cl::
830
_
__
_ _ __ _ __ _.off
8.30
LL,
to ?
C2
NORTH
- -
-- - -
--DETENTION
LEN
60 FT.
LE
96 FT.
LEN
96 FT.
PONAREA
82
825
SLOPE
0.00%
SLC
PE 0.00%
SLOP
0.00%
DIA 21
IN. CPP
DIA
24 IN. CPP
DIA 2
IN. CPP
820 820
O cp d (fl (C! N O N ^
N (0 to cD (p (p to to (6 CO
N N N N N N N N N N N
00 00 001 00 00 00 001 00 00 0o Co
0+00 0+50 1+00 1+50 2+00 2+50
STORM PROFILE
1 7-1-02 REVISED PER REVIEW AGENCY COMMENTS
2 7-10-02 REVISED PER REVIEW AGENCY COMMENTS
3 7-19-02 REVISED PER F.C.S.A. COMMENTS
NO.
I DATE
DESCRIPTION
BY
I CHK4D.
REVISIONS
PROJECT NO.
gilbert w. clif f ord & associates, ine.
FOXE MIME PLAZA
DATE:
3-20-02
Engineers • Land Planners • Water Analysis
PROFILES and SECTIONS
SHEET
150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200
Fredericksburg, Virginia 22404 Winchester, Virginia 22601
5
PHONE: (540) 898-2115 PHONE: (540) 667-2139
FAX: (540) 898-3230 FAX: (540) 665-0493
E-MAIL: clifford01 bi red.com -MAI • liff®mnsln m
FREDERICK COUNTY IVIRGINIA
6'
OF
BL 0 CK AND GRAVEL DROP INLET GRAVEL CURB INLET SEDIMENT
18'_0" general backfill general ) backfill
(see noteeSEDIMENT FIL TER
(see note) FIL TER
:i?•i:4'
�\
::..............�,�,.••,:;,.:y:. WIRE SCREEN CONCRETE BLOCK
8 8" 8" 8"
;:�r:;;.'•n::y;:y'yy;a;;: i>t:t ua:!y;:;•zy>;;:•;>;;;:; :;%ry;; - __.r•-�J �__-_�'^
CEMENT PLASTER i':;•;:•;;:;:a;;,;:;•;:;•;::•,•;;;,::;;: �'`-- ,—
concrete ;<•w;:,•:•w:•;;;u:;:;
----
CROWN 24" select backfill 24" select backfill /
(see note
) (see note) •.', �------ ��---� �\ f�'/
4' 0" O.D. 6" O.D. 6" —�—
/9_1 0
Nil
CONTINUOUS #5 112o.D. -
HORIZ. BLOCK FILLER PAINT 2'_0"
AT INSIDE OF ,__� �\
� ENCLOSURE 6" s°
1'-0" PIPE BOLLARD stone --� /
-0" HIGH o - -�
FILL W/ CONCRETE 1 FLAG POLE stone
5'
r
o 00 STANDARD CONCRETE ARCH
% 6" CONC. SLAB 1
W/ 6X6 #10W.W.F.
DRAIN DUMPSTER TO FRONT METAL COLLAR general backfill general backfill ' - GRAVEL FILTER 12„
i 8" SPLIT FACE CONCRETE (see note) (see note) GRAVEL FILTER RUNOFF WATER WIRE MESH
i BLOCK (BUFF COLOR TO
1 2' 0" 8 4'-0"
WIRE SCREEN FILTERED WA
TER MATCH BUILDING DRYVIT-
00
t%•r:%.............
VERIFY COLOR WITH OWNER •'• - - I- - _ ;:;:;;0•p.;:t>,,;;;,;;;,;;;;; FILTERED WATER , .
r
r'
WALL W 1 VERT - I- -r a" 8"
/O s a.:
DRY
I-
�r -
8"
rl• ,
D - -
o W
RS 8 0 O.C.
vERFLo a•
AT CORNERS O W 6 CONC. SLAB
SAND -
>T- RUNOFF p
W.W.F REINFORCING - 24" select backfill 24' select backfill ,
WATER — _ RL a
I s
6" PIPE BOLLARD I fee note) (see note) WITH j�IIIIII — —
� METAL TUBE
$ILL HIGH
24" DEEP X 16' WIDEIT
SEDIMENT ICJ -
/ CONC. FOOTING CONCRETE stone I
REINFORCED W/ (2) PIER I Ls" •`'` 6" �� .� ,•Q
r O.D. IIII s..
I DROP INLET SEDIMENT D. P•
d #5 32" O.C. 1/20.D. + r; i <'.: WITH GATE o
LIGHTNING I L CONCRETE GUTTE 12"
COMPACTED SOIL PROTECTION 6" 6" SEDIME CURB INLET
concrete concrete
2'-8
SPECIFIC APPLICATION
CONCRETE CRADLE CONCRETE ENCASEMENT SPECIFIC APPLICATION
FLAG POLE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
1 P LAN A T D U M P S T E R 6 CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING THIS METHOD G INLET PROTECTION IS APPLICABLE AT CURB INLETS
3 SECTION N BASE D E T A I NOTE: To be compacted to 95`yo of ASTM D698 maximum density. AROUND THE STRUCTURE. WHERE PONDCE IN FRONT OF THE STRUCTURE T NOT LIKELY TO CAUSE
P Y INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
SD- SCALE : 1/4" = 1'-0" SD-1 SCALE : 1/4" = 1'-0" SD-1 SCALE 1/4'° 1'-0" TRENCH &BEDDING • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
=
Figure i
2'-0" PROVIDE (4) ANCHOR SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSWC PLATE 3.07-6
BOLTS 1'-8" X 36" + 4"
6'-3 1/2" 1 6'-3 1/2" DOUBLE NUT
25' LIGHT POLE BOLT PROJECTION: 3.5" CONSTRUCTION OF A SILT FENCE
BASE COVER HT: 3,625"
�:. INSIDE (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE
1. SET THE STAKES. 2. EXCAVATE A 47 4" TRENCH
CC o
4 1 2" UPSLOPE ALONG THE LINE OF 70' MIN. EXISTING
`�k',,:•": I..: 1 BASE PLATE ----- ---
STAKES.
STEEL GATES A 3
(PAINTED TO MATCH «' AVAILABLE CONDUIT o e, 61AVE�NT
0 0 ENTRY AREA � i�t
STEEL HANDLES 1 Ilr- v `» �7Trit � 1.016 DNA. FILTER CLOTH g^ 1ON A MOUNTABLE BERM
!11 -T / (OPTIONAL)
WELDED TO STEEL- - HOLE TYP. OF 4 I concrete pad _
ih o f'-6" sq. x 6' deep _ ail SIDE ELEVATION
GATES T !..• �/! - r EXISTING GROUND
CONCRETE /
PIER " ; i �v FLOW r � �- �/ � 70' MIN.
rT
�"
r �'
SET ROD BOLT .' III III H VASHRACK (OPTIONAL) k�' LO' MIN.
I
4" stone � r 4R frV• -i--
D U M P S T E R ELEVATION r5_N�a 3. STAPLE FILTER MATERIAL 4. BACKFH1 AND COMPACT
4 LIGHT POLE BASEPATTERN screw
type ?' TO STAKES AND EXTEND THE EXCAVATED 30IIA. to MIN.'
•- adjustable valve box 36" min. �' � ,�,tq�a, 12' MIN' ,•'�; EXISTING
IT D?1TO THE TRENCH. T ^ � � PAVEMENT
SD-1 SCALE 1/4" = 1'-0' SD-� NOT TO SCALES&.
SD-1 SCALE . 1/4" = 1'-0" I •� � r- T'�- t,
location marker
cc-B I stone valve megaiugged I� .� ,i VDOT NL I POSITIVE DRAINAGE 10' MIN.
me alU s to main // �/ COURSE AGGREGATE TO SEDIMENT I
NOTES:g g B TRAPPING DEVICE _ f�
,. THIS TW MAY BE MECASI OR CAST ra PLACE. . wY +—megalug :(' f = /,_,f
�. CONCRETE to aE CLASS AT r CAST IN PLACE, r.. •�( 's, � IIII —� ., ' `:• y y / IIII 'MUST EXTEND FULL WIDTH
/ ' r:T+. OF INGRESS AND EGRESS PLAN VIEW
AD00 PL R PRECAST. / � +• ti, / �- .ice
3� COMB PEE CURB C GUTTER FACE A RAUA,S OPERATION
OF D00 ION LO LESS (ALOVG TALE OF ADiS)
YE PAO FOR A3 RACYN oDMBRIATIDN CURB L •' `Vr{ 1pi• MD'r• —�7
GUTTER.
A. EGA USE MiH STABE11E0 OPEN-G THE �•R ' ,q R 'd,p F�� ///
To "EE IAYCR, THE B"A'CtTCOF SE CURB f �Y+� r
AND GViiER Sy�L� BE CONSTRUCTED PAAKLEL „ t,a^p �. 1 N• Y', III '0_ j �'V}+y5`U . •' ,'T Y` fF• y 5 p 13' MIN'
TOTHEBBASCOURSESF AND TB THE DEPTH Of T,E PAVLMCNI. 'i i ya A h `. SS. THrs CUIB WY Br USED WHEN �,� /��;OO�EIS�K EACENWAYS AAND D45 MPR OR thrust block 18" to 24" _ I `'k•r�� ""-n• � � � �' B A 4 �'R ESS N DEVELOPED URBAN A ,"e,MRAN SHEET FLOW INSTALLATION '��� � � .�A. " MIN.
isacucu il�ARD ci-7P6 RLWREED. 8"x Wx 16" solid block (PERSPECTIVE VIEW)
(for valves 12" and larger) I FILTER CLOTH
61, SECTION A —A
T':N --� FLOW
Note: this detail is also H
D D D • D ____D __�� used for butterfly valves //sy . ,. '' '' `�'' "AA, I `•,�,A .'
THE BOTTOM Of THE CliiR AND ''I <;, i' ;1 1 Y t � • :' 'h, Ly' .
OUT iB0 WAY BE CONSTRUCTED
) "� +,T '.'E ••! ,• • •L I' ;+,.,1.'
SUMBBAS CURSES ROVIDEDEA "'S .. t'••, '''�•
IIRII,AIAI DEPTH Or )• \ 1' .. !n„' �J' `3 ,5^ A J . }(,' i \ • K y� t
IMS "'A MAT DE CBNtr{TE 6 NAMITNNEO._IRA .1 4",y ,�, ��,� •'w��. C"�rC •t
AT THE
OPTION Of TN[ CON1RAClIXt I I I \\ ',.- yy Ali, 1 t
POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE
GATE VALVE DRAINAGEWAY INSTALLATION SECTION B—B
Figure 8 (FRONT ELEVATION)
SOURCE: Adapted from Installation of Way and Fabric Filter Barriers for Sediment Con"V` DSIC PLATE. 3.05-2 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. Di Plate 3.02-1
&m Trood and Tyant
9'ECIrICATION
RE➢ERC. COMBINATION 6" CURB & GUTTER
.S
V A DEPARTMENT OF TRANSPORTATION
=D DDSILT FENCE CULVERT INLET
PROTECTION
Y ANCHOR POSTS SHOUID BE HIGHLY VISAHE ENDWAIL
top of manhole at grade in pavement areas unless otherwise directed MINIMUM 2' STEEL 'U' CHANNEL RAGGING;
k� trench width 1 `6" (top shall be set 24" min. above grade in easement areas) Prune codominate leaders DO NOT prune terminal
OR 2'x2' TIMBER, 6' IN LENGTH
as required 1,
leader or branch
square skid pad 6' thick-tips� - J- -
V8HH77-158HC-11-77 �' :
o- P dia. schedule 40 steel Prune rubbing or
2" cusom setter "' ipe fllied with concrete 3 v < R' F✓ yCat: •� E °4ti 1, A4 tv g USE 270' LUMBER T
meter b FCSA cross broaches MAXIMUM 8 FEET �i
( Y ) and alnted yellow A FOR I
t �. P Y f wrap around heat shrinkable TON OF FILL
p standard flat top sheet Wra idSeal b CANUSA I T� CULYiRF
case in lace access I P Y 1
for 4' diameter �'
door, centered In e� 7 2 ° 4 bolts (3/4" dla.)
to (see note 1) manhole I <
P
na ^ # 'A, a 35" max. Prune narrow crotch angles I, I 3' , i,t + < i t } t f S BLAZE ORANGE
varies 2' max. yr y'a ;s. ti ay ( B, v I j i t j r{
adjustment rings (11"max.) DO NOT stake or wrap and water spouts sy i # PUSTIC MESH qq
finished 18' dia. a: '• % y 1'-6" "; P
C�
at property line I ", ? trunk unless necessa ) ,
rode concrete Oy Prune broken branches
(see note 2) g YT :V J \Y' N ; ".,.Yl{3, ( Y.,t {i- tit3�,7 ('V1 3 _.�
encasement'
3-
Remove all taps and Ilabels r
..:,.. .�� }{`.,•�rv``'A;:';•`'A�•,:,..4.-', '�: A ;w :< .
N '1:. 'd:.., ':. ..., E,,', ,,', yct'' •� yv•A �.'v.( U A,�y//:4 ,, �'•x ':r.. r. A ;"4; " • pl ......___._.__.. .. ._.... ......_...., _.-..._. .... _._. -
('•Y :< -Y-:, ,', �,', ,A �, �,, ., . .\w4, �`.,Ct. n'`C1 lGi . 'GCr'n T�: •.'' 4 , f 1 e i t s c 1,.' (r1 , N lss..d. ! r = t _. L_ _._ ..._._.._._........... .. . ._..- _. _... _. __
7 Ir :A'` ti. ,,, ', , ', ':, • <!. Prune suckers
concrete
s.:�a, d`,o,,. , : .� -- t `•'a 11 t } 1 ,. t { T r ! t x t.: J ........J
,, ,,,
roadway box i- thrust block M
E ,�,,� �,�,E 3' riser section for 4' BOLLARD DETAIL Cut away all bolirg ropes 2'-3' mulch kept away from trunk
2" type K copper � E',;A ,' r,; diameter manhole concrete ASTMC-150 s
VT tubing (no joints a �'� with cutouts 4000 psi t2'or16"(typ.)
1 from main to ,».',; ; �,� P Soil well to contain water
pioneer 301 mastic applied Remove to of wire basket h > r t s' yr ;>r V �; ,
curb stop)
',, ',, i p pp P gr'! ,ad y r.' fix,.'$ Y �y ^ fa t lH r'
p) '' between joints and on -\ <r ✓ ` {` X " ` v' ¢ yw `ss ' ti ro r TON OF FILL
`�'T .:?n'v'n. J.A~.e�.,\'k`.^.1�J.Y''A.".✓1.Y.h} J•�^Ai�Y.,�Y.�,. Ja "�.'7,' .>n '1��,r'` i?,•AYI�n''��..> -+ e,'�
direction of setting to be approved prior to installation . •, � :, exterior side of joints c I �
UNAMENDEO ba kfll 'I SILT FENCE
Q Joints are to be sealed f
• DISTANCE IS 8' 1(ItTp[iJ][ IF FLOW
corporation stop aAA rz °w minjN'I M�DA Z as required concrete ad f'-6" s . x6" deep with "O" ring gasket •. var91
iable v ortwlly, backfill, water to
• 4
Rf n and score hole wall t
-J saddle y g r � � A kN settle soil, finish backfilling � 'rower
D A Z1A1 q p q P
4t solid support blocks 4'_0 USE 8' ECUVARE LBLOW
Area for water drains a ANCHOR POSTS MUST BE U' TO SECURE
3 water main under custom setter Remove container and cut circling g INSfAl1ED TO A DEPTH OF FENCE BOTTOM
Leave sold soil tot - do
I.D. — pipe to manhole roots if container -grown, or as much fades NO LESS TWIT 1/3 OF THE
ball valve curb stop 6'' stone bedding 2" min, - 6" max. not dig deeper than ball depth TOTAL IiJ(;f1T OF POST
ti, s�, connection to be burlap as possible if field grown - 30URCE: ADAP't'&D from Yl)0't' Sfandard 36eata and Va. DSWC PLATE. 3.0/9-1
with FIP ends, with 1 by fiexlble sleeve
Z 2" gate valve I invert channel to provide a NOTES:
o eratln nut smooth transition in to out, 3' 0" min.
v P g 4" stone 4'-0" max. I I ROOT QAMADE SHOULD BE AVOIDED,
Q , ` screw type for all connections .' '� ' 2'-0" max. _ N hole 2-3 times root ball width 2 DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION.
adjustable 3 DEVICE SHALL BE PLACED AT THE DRIP LIE OF THE 1 7-19-02 REVISED PER F.C.S.A. COMMENTS J.D.S. R.A.M.
fop of bench -wall THE EXISTING TREES PRIOR TO ANY LAID DISTt1fiBAAICE.. 2 7-30-02 REVISED PER F.C.S.A. & VDOT COMMENTS J.D.S. R.A.M.
;? valve box grout bottom of manhole
NOTES: ,stone stone to be minimum to form channel D/2 same Blau. as
� of 'above to of base I ' • • • top of pipe A ��� SfiAll. � IN PIA.
1. Access door shall be by Halliday Products Y ` t p locator marker PUM Il��+
> ` stone •' W* BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION
or our approved equal:
W a) in non -traffic area - model no, SIR3030 k, egalug
b) In traffic area - model no. H1 R2424 P t �. ' e' NO. DATE DESCRIPTION BY CHK'D.
0 l l x a r
2. Water service crossing street shall be encased »+d y t, _ _ 6" bedding stone —�EE� ,s(� fir•Bx ciI {xx 4a x{s,$ _ s sit. k y T H 0 F
REVISIONS
in 6" dia. SCH40 PVC or SDR21 piping. TheL/
%N h
CUTOUT DETAIL piping shall run from one foot beyond sidewalk, V. t �,P, { �?t'�'' PROJECT NO.
(j (typical) across the street, to one foot beyond sidewalk. g pp proofing
«, �," ° ' 1' ' mechanical joint NOTES: 1. Manhole sections shell have an external coating of approved bifumastic water roofin prior to installation. O • • • Q p •„
!%�Y ! ' %Akj �'� -W I 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of gilbert w• elif f ord & a88oCifate0 inn. ARBY S RESTAURANT
l,I•. swivel tee with
bitumasiic water proofing. �RODdId A. Mislowsky, Jr
6" branch DATE.
3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. o CERTIFICATE NO. - A FCXE T 0 WN PLAZA SHEET*� r 4. Skid pad to be placed around manholes located in shoulders of roads. 3-21-02
5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. Ci 020674 Engineers Land Planners Water Analysis F~
1 1/2" and 2" METER INSTALLATION REGISTERED 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 MISCELLANED US DETAILS
FIRE HYDRANT ASSEMBLY STANDARD MANHOLE
Figure s PROFESSIONAL Fredericksburg,Virginia 22404 Winchester, Virginia 22601F_7
Figure 9 ----- -- Figure tz ENGiNEER PHQNE; (540) 8, B-21 15 PHONE: (540) b67 =-2130
FAX: (540) 898-3230 FAX: (540) 665-0493 6E-MAIL : cliff ord®1 biared.com F-MAIL : owciiff®mnsinc.com FREDERICK COUNTY V ET vri virl OF
GENERAL CONSTRUCTION NOTES
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County, and the contract documents.
2. The engineer has attempted io locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractorr to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit ® ® ® ® D
conditions im 9 sed. p p j y p � �
6. All gradin for im rovements to be confined to the ro•ect area. An work erformed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. `�
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet ['�!� �'� ® � �7!� � � � � Q
all requirements of the Frederick County Sanitation Authority. +I�(�`� (�d'�� �`�
2. The contractor shall coordinate with, and arrange for inspection by, the Authority.
3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector.
4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in
size. Before a permanent meter is set they require:
1) the frame and cover be properly aligned with its meter box and yoke bar; 2) the frame and cover be set to the final
grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 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.
5. For water and sewer services that connect to existing lines: TI I
a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application NSIBLE LAND I V
for service must be made and fees paid before work will begin. b) The Authority shall furnish and install
all 5 8", 3 4" and 1" water services. c For 1-1 2" and 2 services the Authori stroll make the to and brin z'. +. • i e x4
/ ) / u ..'., ,. 1,a;,. ,,:.,�,. , .. NAME:
the piping to the roperty tine. The contractor is to furrnsh and msta� the meter vault assembl .The ,,.,_;`' N.,
Ah�
Y j �; , ( ; "
f
ut arty will msta� the meter. d) The Auihonty will install all sewer laterals. ; t r i;;; f }' R R A ;
- 1
6. When an existing water mom is to ed for the installation of a new Ime; , ;, w ,, r.,,.,. z , " ..'� • 1 , c :,' ro . ', FICATION
11
C RTI
a The Authors shall furnish all labor and motenals io make the to . b The deveb r contractor must: 1 make ",. >�' t,,.: , + �. - . '. `° r ,
E
pe
a plication far the tap, (2) pay deposit (before work begins); (3) mark the location of the to ; 4 make final ment ' ,h
p D c) DoY . � r .� xtl«� Ir:} .: r r t' tY DATE
when the work Is completed. r i y
.. : r., �.. ' �' J R� :' ,:J LL x .
k �' �•• >'
_. _;.�. - :.f, F ' .:`r '�° '" 3 -yi . '.1, `l, , , Fi. fiu�+ ,,`j ,-i N , ,. j, <. ;r. a
7. The contractor shall be-m a new hne to an existing manhole by core dnlhng the manhole. , d , , , r
8. Any water service line must have a double check valve or RPZ backflow revention assemb as r uired installed. 3 , :, ...:_ .: , Y . .,* ,. , .. 1... : :_ ..,
P ry, , ,, / l '. ,,,. ,. ,, THE RESPONSIBLE LAND DISTURBER
The assembh/ shall meet ASSE standard N0. 1015 or 1013. A remote readout is r uired. .:,. v; , r ,, , � , ; , , „s, T !, t ,, r�
h Y��
#"'' _ d. e , a . ,?,... • , .:-'4 1: ,.. - :. ,.. , `x �. , �:. : ; ,; :.i;.,iJ. . • ,,:. I" t...? , t; . -zs:...• s` ...
9. All fire lines shall have a detector double check valve backflow revention assembl or a RPZ bockflow revention :.: , r. , �,x . '-" a y
D Y D t ;, lr.. ] N r. `
assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is re uired. ' , .. ', . ,,: . s . ;::: , I: „ ; rt , ; a '.. ,.
q 56 r,a 1�+ . J f i1� i ' E ,.
' :.
IS THAT PARTY RESPONSIBLE FOR
EROSION CONTROL �� = 4u L x{y CARRYING OUT THE LAND DISTURBING
e '� '` ' �'..•c t ( r s :,f ty via i :r, 1 ~' k� It ., '
' ",: 1
1. A Land Disturbance Permit will be required pnor to initiating any site work. This permit can be obtained from ::•.y' �:� r t a ,;,,, ,3,, ; e, ' .,M�,.. 1 , ,, ,,, t
Frederick County. ` k d 4e h ,* y �` 4 t+� ,,P i
ACTIVITY AS SET FORTH IN THE PLANS
2. Tem ovary and permanent erosion control structures and methods to be in accordance with the Ur inia �..' �, ,. , k, i
p
Erosion Control Guidelines and ioc=.:I ordinances and to be utilized Bunn the construction enod. z. _ ,° ,, ?. � _ .,s " s r:.,4 rr i +. "- "' !
3. All erosion control structures shown or as re uired durin construction shall n i . ,• }.: :: � e ,:r n r.., , .. - �,�•?
q g be co t nuously maintained
throu hout the n w i `'
9 P
e od in hch areas are denuded. Areas shown to be surfaced are to have stone base installed „, ;'w_
at the earlie t I
s possib a date after establishin rade. No area is to remain denuded for more than 7 calendar da s ' Ta w .! ,
9 9 y ,r,:. Y z: a
when construction is not in progress. - ` 1 'kr ` , `
.: ,� 4'M. ry. M.: _ ,y.>: K. i7!i �P' S f is rT ' .1 t .-✓
4. Contractor to clean up and restore disturbed areas immediatel u on cam letion of i e-lo m in the affected ,;,5 � t' .. ° a ,' > ,� - 't ` I. ►'' ; k r '�, 1 � ;
area Y P P PP Y 9 4 , r 2,,'., s' of :t �;, • + •. , , ,
r ,. y " i 5r.t'Av't x �,' ; r ; 1 e_ r %r
5. All
un aved ar as f .: k. w . , , , r r`: ti ; , «„••
p e o the site which are disturbed by this construction shall be provided with 4 to soil, f. : , . _, t i . " "� f s ,, �. '�::`
P _.r:_, ,:, �..:
i , ` ;K
.. %,, f".,: ., .9,:.:-.. a, 1two .: r. q< :::• fir,. ,,,• +''.. .,°:: .-' ,:." u'.:n+.; �,. '.,E :"• ,•;., 8.„''
ferfihzed, seeded, compacted and mulched, Seed bed to be watered and cared for as necessary to provide a r`' _..} C,., ? ,,; y ,,, ,,.,. ,.�! �.s,_,
;., tq., ti,:-•.: u. s, ,; :.: ..s, e, •':r E...: '. : _ , r ; .,_e J., HH
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. - J.. i .,
4 `n.
e
i i `"'9" ,1. 1; ::ht'1 I f,9 ! 1; a -F e :,•^�P'ti e: i:F, :.+ i, ° 1 - 4°:+ i1.�4.. ,�. v
FIRE do RESCUE :, j^�:.�;r , >, a:� f ;,� pwj�
:oF { '. -
1. Burning of land cleann debris re uires a ermit from the Count Fire Marshall. Bumm of construction debris on site "T' �..: r ,,. r,. f.
Is rohibr 9 q P Y 9 g ,.,,• e, ; e
P ted. r <. , ,. errh ;i i\ i A� 4
„ �ti r 1
I :_ f .. 1
2. Access for emer enc vehicles m st e -
u b mantained at all times durin construction. Tem ora street si ns C' ... ,. ,_r .:. ,., ,,r,,,pwt,,:z ,a ,.`:: �.,,_.` rA,,,� . ,.w .
g P ry 9 �fi •..r , .;,, ,. a `:.- „;1, , X . �.
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire r , s I .
r. yy,, ,, .a,a.,,.r s .* `' `w::; ,r s'•.M il' ~"{ ' a'iY ., .{1.' il'�.>'f �!iTt ,., i`L e + :e;:..
hydrants. Fire Hydrants are not to be obstructed at any time. , ;,. :, , �< ,;-- ,,, ., .,r # L , .�,' r• p
..� . F � 4* � ^, ,r v; w 2 KEY MAP
VIRGINIA DEPARTMENT OF TRANSPORTATION j y
r.
'. ,,,, , py_•. v. r is .... : i ,...,IT
1. All work on this ro'ect shall conform to the latest editions of the Vir inia De artment of Trans orfafion VDOT _1< '�:0r0.�/E � �,. r...;':' ,• �° r'
P) 9, P P ( ) a 2 , �. 4,, i r "` its: c i:' l ":
;; .: • , • ilJ : " PM,..,v 1 PLAN
wt ..., ,..,,,.. ., ,., r.
Road and Brdge Specifications, and Standards, The Vr inia Erosion and Sediment Control Re ulations and an other M,., , ....
state federal or I r yy e
ocal a ulafions a hcable. In the event of conflict between an of these standards s ecifications ' +' +. 't• •; _� F. u:, r.. ';,r'� , .;� �., ` �:•"^f` �;: . f
9 PP Y P .• ',,: r x [ I I x�. Sri ±�, r; ,
orIons th m k :..,: �„ ^, .F ...,. „ .. -<,- ;1 . , ,
p e ost stun ent shall overn. Y �_ ,fi,, A r , ,
9 9 . ..t �. a LL .
�x5�; ,.,�,
2. All construction shall c m I i r.: ..N , , 4 GRADING &EROSION CONTROL PLAN
o w th the latest U.S, De artment of Labor Occu ational Safet & Health Administration ,r .
PY P P Y �" J ,.
and VOSH Rules R I ;. 5 , ti , , r1, t ,,.A; , ' , ,_..
& egu ations ... , r;', , � � 1 " " . ,; -
,.
.:
3. When workin on VDOT ri ht-of-wa all traffi n r I h r .,
g g c co t o, w ether a manent or tem ora ,shall be in accordance r.,,w ;' ; t •• „>,,..: ,, �;„ '., r
Y P ry , _ F ,, �:. , i ::. . f ..
. ,i..
with the current edition of VDOT s work area rotection manual. Furthermore all traffic control fla ers must be r .,. ,. ,, • . , ., _:,.., , , , ..d ,., .t, r.: T ,,r,_, IF , >.
P 99 :: ., �, t ,� ,,.. A ; , , 5 PROFILES & SEC' IONS
certified in accordance with VDOTs Janua , 1994 or latest edition of Road & Bnd e S ecifications Section , ,,. , ). + ,. :, •..Y, 1, •,;,,,.. b.,...;,, ,• > , ;
ry ( ) 9 P ti, a s
104.04-C. , , �,A,,, v, f � z 1 J M �. r f 0 �A. tY. ,, r,,
"J,'s'
4 The develo er shall be res onsibte for relocating, at his ex ense, an and all utilities, mcludin traffic si nal v r :;• ,', £, % ,,,
P P P Y 9 a s� r ,a . i.; 11-.
�. :. M `., ,., t#.. MISCELLANEOUS DETAILS
o es, unction boxes, controllers, etc. owned b V.D.O.T. or nvate unlit cam an . It is the sole res onszbiht of _ ,,�, (.� .,.'. ,�. .
j Y. P Y P Y. P Y y
.. ',.:..:, .. , .k, ,. ..l +r9 Fl. ;,K`.I IY d i.. y.. a i:: 5,,M,r x%.H..
the developer to locate and identrf utiht fa ,Mies or item whz h of �.. , .... , ,� ,,,:. r�.:, y ., ,e_ v r t ". ; ,, s ,. ••,
Y Y c s c may be m co hct with the proposed construction , „ .,,, f ;, r z,,, �,.g �,. .: § y , .,,
�. , ,_; ,, ,. .. 4w.t .
activity. VVO.T a roval of these lans does not relieve the develo er of this res onsibilit . : ; f �: ,, 4� f , . „:., , r;•. , : ,x s,.'
PP P P P y `' +,1 �::u i' +� >aAw t:. w , ,
a
5. Desi n features re atin t construc n r to re ul tion control and safet of tr ffic a b sub ect t h n • , < +;a v `•'_' `
9 t9 9 4 Y m Y 1 o c a ge
I f� u q q 9!i:° . w , ,;' f� '� F Kik Z" :' . ., .: rti� „u ^� x, ,: a :. � '.'; i
as deemed necessary by WO�. Any additional expense incurred as a result of on field revision will be y a.± f �,,. ^- s
-.
responsibility of the developer, y 1 1 t + � `e ,. "," ';" ' :?�.. y, � :
'rr .zis , ct Y �.y sir �,� ( F,`: a *,, - ,s :� . j .a r .?': ,! ,+
6. Pnor t i i i ,, x. J .� _'
o ntation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for �f�,.+ . M�rY, :, �� ` f. ,-,; - �,, t r � ;w;�. ;
on work on VDOT ri tit -of -via r r � .. , <y,�P i t ,�x a� �. r , 1
r
r
7. If required by the local VDOT Residenc Office, a reconstruction conference must be arran ed and held b the :' f d .::�> K '" � ''
Y P g Y
N '': - I..: °,'''�'?r'i r d, 9!r:;� a(. e. nA 1 I' ■ ny,. ' , ;,V . ,. G' �, a :, '' ,.:.:.: � .. , lrf' �.• .n r•',
en ineer and or develo er with the attendance of the contractor vanous Count a encies utiht om m n V T ' ,/�
9 / P y 9 y c pa es a tl DO r K: .1 r'-'r
:',r .:W =', s /'...ff'�. .�' !r': ,, :� w;."'.,- 4 '+'"rg:, ''.,Y: y, ':A« yp.� j�,.k
pprior to initiation of work. ; _ . '� �` ' x.
r \ .;, f �...Y r :. :` . , ` i + .'; �. as y J '�`
8. Contractor shall notrf h I r..:,: _..
t e ocal VDOT Residency Office when work is to be in or cease for an undetermined r „a; r rr- ,, " ,1 + , , t r r " y 1� „X�,',; . ,_ , ,-rP
9 Y ,-:rs
y k i . f �fako , :. % ,.. n, i 9 J 1
len th of time. VDOT will also re wre 48 hours notice for an ins ection. �:, . "' ',;; , s� ,:;'> _ , ::., w. r ..
9 q Y P w, , •:?�.. `? ! a , a n ' � ; n: =: a v ,..,4 ..:t r •.,� i ,.r
��
9. The Contractor will be res onsible for mmntairnn ode uate access to th r e f th mop , , , ' .-� , ! '+ n :: ;: „..: . ,.. ,
r. e... , '!: P,.., .,r,, t a.,,.;,¢:+ r .Yg';. ,.r ,.r a Y.,,::,- ,,.<.�.>� s.. ,',.,{
p g q e p of ct ram a adjacent public road } !, s ,<
..:. ,
:i `•.% Y;• . _•. 3 :.:; 4: 5 ,.... ., :,, e ,,::�... ,r { j�?,.., , , ::,1 ,. �. 1.r 5ih' ,V t,} ..., ..:.R,..,
way throu h construction and maintenance of a construction entrance in accordance with the Vr inia Erosion & < ." .e;,:. , u . .,; + i . r:,. . „ ., ,, ,. . , . .,,, v. , �,,:.. },:, t:, ., ,,_,,.
S dim n g
9
e e t Control Handbook Sec 3.02, Furthermore access to h r r ,. ., ., � "" x .. �:.: ,: cr, . W "� a i 1': 1 T; , rt + ;T+ :, w. - c
of a operties affected by this pro ect shall be «t tke..w' e .:, P : ; _ " . •: ; _. �, ;., _:.,� �, ::... _ ;-_,
P
.,,ate r 1' ".. ..:: .. I ., .., a.., s ....:e.. .....,,,: �. , ..: �'+'..-. ,.�... ,.: r hc� ,.., .. -
maintained throu h construction. The Develo er shall h v w J r. 1,:.. .. x., :.:, :: . „,; ,.,,.: , :. s .- c-,
p a e, ithin the IYmits of the protect, an employee t , ._,
.. '`" '..'.,.,n „ �,..., Y ..., ,`:..i:. I , - ,I..rrt,,l .I�t6,7Y.aetil�/�7. Sla.. ,,.5'A�;ri a-`t.;«,.., if •.°,�: w3,,.,. g "�''t.`S '0 t• rcJ, , .:;,, tf.,Y;;?'r :t R: ,i..a'�:'�`.',.
+�y .. ...:,: ',ye. -:" .,.,'' _.; .'tV�y�'�.>L- :'' ?.a t'„ �%fX. y:. rrr :. , .#.. . , Ana ,.,
`\ ,,'. .. ! - n... 1 ., .` ,,�.'. .,, ...fin:. n. :N N 'fi <•:r3u ....'% -A.: �c: J. • ra wri.
certified by the a arfment of Conservation and Recreation in Erosion and Sediment Control who shall _ r'. ;� ,_,,'> >„,, + �:• ,,., :a, ,:;'.
'.;• :., ._.. �.'; ,,,a",,,, r. a. fi ,, ;.�� nor: ., ,4 .
p ; . : ,! . , d,. . - P , "_ : 11,. a. :� 'cr. .. , 6 .+ t$j O.;; h?�.a n .e�^' -.._ x....e._
inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately ¢, +, ° x
after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. fin7lrit0 C �rom, 1 O P () I @ i � Q � 1�C�fl0 cr ro C�uc rions l . mp o. C 0171� OWN E R/D E,� E LO P E R � � H OF
o Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of KRA FOOD SERVICES, L.L.C. ��P f
construction.
11. All water and sewer lines within existing d proposed VDOT rig confli way are to have minimum 36" cover and, 1625 APPLE BLOSSOM DRIVE 'p
when possible, to be installed under roadway drainage facilities at conflict points. r ,1
12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to LOCii TION MAP
the attention of the engineer and VDOT, Work shall cease in that vicinity until on adequate design can be determined WINCHESTER, VIRGINIA 22601 D A. MISLOWSKY, , _
by the engineer and approved by V.D.O.T. p ❑. 020674 Z
13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement SCALE. 1 e= 2000' ��
of fill. Where CBR testing is required a V.D.O.T representative shall be present to ensure the sample obtained PH.- 540-Cn5-0405 D -
is representative of the location. MJh�n soil samples are submitted to privake lobratories for testi g the amples ((( o ��
shall be clearly identified and labelle as belongg�inq to a project which will De accepted by V.D.O.Q. 'and teat testing v
shall be conducted according to applicable V.D.D.T. standards.
14. All roodway fill, base, subsurface material and backfill of utilityy/storm sewer trenches shall be compacted in 6" [ P�`FSI NG\�F
lifts to 95� of theoretical maximum density as determined by AASHTO T-99 Method A, within lus or minus 2% of lV1 ri R C H 1 o ®� t " 5 r a �p ONA
p Y �,AL S1 ! 1 L ),,,N
optimum moisture for the full width of any dedicated street rigtit-of-way. At the direction of VDOT Inspector � i
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. y � .VMTfE_� �/ b�
15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where , .,
D'. _
determined necessary by VDOT Inspector.
16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
minimum design standards and is the developer's responsibility. • ® ® . Approved by Frederick County Zoning Administrator
y Prior e acceptance byy VDOT of any streets, any required street si9nage basis. pavement markings must be installed i 1 b e r t w• � 1 i f r d s c u t e i n e® /'
by the developer or, at VUOT's discretion, by VDOT on an account receivable baszs. Stop signs shall be thirty (30) inches tall
with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum %����E7 /=7 /��
of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this
list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding
sign material and placement.
18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices Site Plan Approval Valid for 5 Years From Date Shown Hence Date
for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of Engineers ® Land Planners • Surveyors
the work. Unita and total prices may be obscured.
19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined
using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified 2®0 North Cameron St.
compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In 150-C Olde Greenwich Dr.
addition to checking stom depths, a V. cant representative shall be notified and given the opportunity to be present during the Fredericksburg Virginia 22401 Winchester Virginia 22601
construction and testing of the density control strip. , , ^ h
(S Asphalt concrete pavement shall be placed in accordance with the latest edition e ion 315 Road and Bridge Spceifications PHONE" (540) 898-2115 PHONE: �Wl) 667-213� Pr®•®t.rt Numl.Jpr�
(Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76, A certified compaction a 1�i �i
technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In FAX: (540) s98-2115 FAX: �54®) 665-0493
addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the
construction and testing n the density control strip. Sheet Number 1 of 6
21. Approval of these plans shall expire three (3) years from the date of the approval letter.
22. CG-12 Curb Ramps (Persons with mobility imparements) should be constructed at locations shown on the plan sheets or as
directed by the V.D.O.T Engineer/ Inspector.
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LEGEND:
ABBREVIATION
DEFINITION
CL.
CLUSTER
CO
SANITARY CLEAN OUT
GA
GUY ANCHOR
CMF
CONCRETE MONUMENT FOUND
IRF
IRON ROD FOUND
MLP
METAL LIGHT POLE
MP
METAL POST
MSP
METAL SIGN POST
MTP
METAL TELEPHONE POLE
SANITARY MH
SANITARY MANHOLE
TRB
TELEPHONE RISER BOX
WM
WATER METER
WP
WOOD POST
"_____ PIN 42-5-C2
`'`y'- --- LONG RURAL INTERNATIONAL. LP.
�"` ZONED B2
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- ` - METAL �roc�T ~_" --- USE: CHURCH (FORMER RESTURANT)
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--...,",, METAL _o ``-• -.-.wC RA s s ____
__1UD __.---.----n
Vs ,.,_. -_. s
-THE VDOT HAS NO MAINTENANCE RESPO 117
ROV TF S? FOR"'THE-DETENTION PONDS (NORTH POND 1 AND 2) ,� ��•,., � 4
? • PROPOSED BY THIS`-ItEVF1OPMENL " --- , -
° M� .. _ FD�F (L/14 NOR �-
pyCEMENT ABLEW,� - AFsr `'`-� __•..
IQ jw RN p/k ,.,,--,.,�, METAL
WPP WOOD POWER POLE ` `\- ` E „v ,�4 S e L _� . L€�Cr
... - , _ CpN- -- Oil
WSP WOOD SIGN POST T C FWAy
WTP WOOD TELEPHONE POLE ' � , - - `,k \-� A __� , �.-,CURS & �, .% _ G(/ �rrr�r am�r m
LOCUST p '°'O �� „�-���. \..� S (Trp Ccv�lxry ro arai s�oE
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PROJECT NO.
DATE: 3-20-02
is-mF-ET 2 OF V
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_ LEGEND -
PROPOSED GURB & GUTTER _............. ....I.........
-
PROPOSED CURB k REVERSE GUTTER .............. ........
PROPOSED STANDARD PAVED AREA (S' 216 2' SM 2A) ...........
HEAVY DUTY PAVED AREA (6- 21B/3• BM-25.0/1 1/2' SM 12,5A) . - - .
PROPOSED CONCRETE AREA ...............................
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v �
INV.=828.42 �, 3, �.`
` THE VDOT HAS NO MAINTENANCE RESPOI�SI3k_" `:,--
METAL G�qR pR
S2 FOR ME -DETENTION PONDS NORTH POND 1 AND 2 `
s" SMOOTH WALL Q MP FpG f �Vq - NO POSED BY TH15 . DEVELOPMENT.
PRO
•PLASTIC PIPE
INV. IN=825.50
M
.. . tNl�:.QUT=825.30 '~-�.... Q
18" CATCH BASIN Ty
W/10" HEAVY DUTY - - Y ��.. _ . ___- " �V� pJ/{ C,�i. 7�A�
GRATE. _ `� S
STORM STR 6
T
2' PAVED DITCH -`'
8 SMOOTH WALL D/TCH ,...� �.9 y
�.
PLASTIC ~-� .
`TH[_: VLOT LIMITED ACCESS FENCE MAY BE
INV. 1N= 326., `0
REMOVED 1-0 ALLOW INSTALLATION OF THE
INV. OUT=826.10
PR0PO`.SED DITCH. THE FENCE SHALL- BE L=20 FT.
REPLACED AND ANY DISTURBED MONUMENTATION
RE`:>ET BY A REGISTERED LAND SURVEYOR.
18" CATCH BAS1u' _ �. O� PolyD�
W/ 10 " HEAVY DU fY
Gf?ATE. 0
" �\ � t�� r r'
��
ool
NORTH POND 3
FwJIle
4" SEWER LATERAL
v�5 WITH CLEANOUT -�
P `, KITCHEN WASTE ONLY)
�F- \. 4", SEWER TERAL a
\ (OTHER THA KITCHEN
=WASTE) �t<
t/
PROPOSED 6" ANCHORED CONCRETE
WHEEL STOPS (TO BE REMOVED
UPON DEVELOPMENT OF ADJOINING
LANDS).
STUB GAS SERVICE
RIM=827.65
STOP SIGN
REQUIRED
H�� CpRe & GU r MITER PIPE OUTLET TO
CONFORM TO DITCH SIDE
P1tSP o { TyP SLOPE
mspo
_,INV.=823.2'I
INV 3 11 RCP
- .... `�'" �}• = '`-- .,.�..
RCP.. 10 SMOOTH WALL
PLASTIC PfPE
F
-- INV. IN=823.50
.... INY OUT=-323.2
r S
DUMPSTER AREA WITH 8" BLOCK
WALL SCREEN AND OPAQUE GATING.
RIM=827.25
EXISTING HEDGE
POLE MOUNTED HANDICAP PARKING
SIGNS INSTALLED PER VIRGINIA
STATE CODE SECTION 36-99.11
24" CATCH BASIN
W/10" HEAVY DUTY
GRATE,
LUMINAIRE SCHEDULE
PROJECT:
QUANTITY
LABEL
LUMENS
LLF
DESCRIPTION
TOTAL WATTS
1
A
110,000
0.72
GREENBRIAR 1000W REDUCED TYPE FP ON 24' POLE ON 2' BASE
2160
2
B
110,000
0.72
GREENBRIAR 1000W REDUCED TYPE 5 ON 24' POLE ON 2' BASE
2160
1
C
110,000
0.72
GREENBRIAR 1000W REDUCED TYPE '? ON 24' POLE ON 2' BASE
2160
CR.4Ph'/CSCALE
20 70 0 20 - 40
Culvert Summary
Conduit
Inv. In
Inv. Out
L(ft)
0(in.)
S(%)
Type
Culvert 2
824.30
824.30
110
24
0.00
CPP*
Culvert 3
824.30
824JO
98
24
0,00
C'PP*
Culvert 4
824.30
824JO
60
24
0.00
CPP*
AREA 5
--
--
8
--
--
Al
AREA 5
--
--
8
--
--
Al
DITCH 6
827.90
826.00
7
24
27-14
conc
DITCH 7
827.60
825.20
10
24
24.00
cone
NORTH 1 OUTLET
823.50
823.20
3O
16
1.00
PVC
NORTH 2 OUTLET
825.50
825JO
20
8
1.00
PVC
NORTH 3 OUTLET
826.30
826.10
20
8
1.00
PVC
"
Perforated CPP
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
42-A-195
EXISTING PARCEL AREA --
- 5.649 ACRES
DEVELOPED PARCEL AREA
- 1,101 ACRES
ZONING
62
ADDRESS
___- FOX DRIVE
CURRENT USE
KFC RESTAURANT/VAANT
PROPOSED USE
ARBY'S RESTAURANT
DISTURBED AREA
- 2.50 ACRES
$ETBACK
REQUIRED PROVIDED
FRONT 50'
93'/105'
SIDE -
76'
REAR -
310'
PARKING 5
5.5'
BUILDING HEIGHT 35' (MAX.)
24'(+/-)
TOTAL GROUND/FLOOR AREA
- 2,981 SQ.FT.
FAR ALLOWED
- 1.0
FAR PROVIDED '
- 0A62
MINIMUM LANDSCAPED AREA
- 35% 0.385 AC.
LANDSCAPED AREA PROVIDED
1.87 AC. 62%
PARKING RE UIRED
PROVIDED
FAST FOOD RESTAURANT
(1.4 SPACE/100 S.F.) 41.2
48
HANDICAP SPACES 2
2
DRIVE THRU STACKING SPACES 5
5
PARKING LANDSCAPING
PARKING LOT PERIMETER -' 640 FT.
PERIMETER TREES REQUIRED 16 (01/40 FT.)
PERIMETER TREES PROVIDED 16
INTERIOR TREES REQUIRED 7 (41/10 SP.)
INTERIOR TREES PROVIDED 7
TOTAL TREES REQUIRED 23
TOTAL TREES PROVIDED 23
PARKING LOT LANDSCAPING REQ'D. 965 SQ. FT. @ 57
PARKING LOT LANDSCAPING PROVIDED 1440 SQ,FT.(+/-)
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
2, ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE.
3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA
AND CABO A117.1-92, HANDICAPPED SPACES AND ACCESSIBLE ROUTES
MAY NOT HAVE CROSS SLOPES OF MORE THAN 1"50. THE ACCESSIBLE
ROUTE SLOPE CANNOT EXCEED 1"20.
4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL
FEATURES EXIST.
5,ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
6. ALL UTILITIES TO BE PLACED UNDERGROUND
T BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE
AND SECTIONS 303, A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE/
1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 ACCESSIBLE AND
USABLE BUILDINGS AND FACILITIES.
8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1
9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM
PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F.
IO.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT.
11. DESIGN PROFESSIONAL LICENCED IN VIRGINIA SHALL SEAL THE PLANS SUBMITTED
FOR BUILDING PERMIT APPLICATION. SPECIAL INSPECTION REQUIREMENTS
OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE.
12.A RESTAURANT APPLICATION MUST BE APPROVED BY THE FREDERICK COUNTY
HEALTH DEPARTMENT.
13.THE MAXIMUM SLOPE ACROSS THE HANDICAP PARKING AND UNLOADING SHALL NOT
EXCEED 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY
WITH CABO A117.1-92.
PLANTING SCHEDULE
CCMMON NAME
SIZE AT TIME OF PLANTING
SPACING
QUANTITY
o
PIN OAK
2" CAL. 0 6" HIGH
AS SHOWN
12
RED MAPLE
2' CAL, 0 6" HIGH
AS SHOWN
11
HETZ HOLLY
36" HEIGHT
4'-0" O.C.
21
SEEDING REQUIREMENTS
ALL DISTURBED AREAS NOT PAVED WILL RELIEVE AT A MINIMUM
6" OF TOPSOIL AND BE SEEDED AS FOLLOWS:
2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT.
1 LB. ANNUAL RYE PER 1,000 SQ. FT.
70-120 OS. MULCH PER 1,000 SO. FT.
FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE
TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A
MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. F.
Storm Inlet Summary,
and Sump Inlet Depth and Spread Calculation._
Sit, No. Inv. In
Inv. Out Sump Bottom Top Elv.
Type L (ft)
1 -
- --
none - -
2 824.30
824JU 823.30 827.25
01 - 1 * --
3 824.30
824JO 323.30 827.65
DI - 1 * --
4 824.30
824.30 323.30 828.85
DI - 38* 8
AREA 5 --
-- -- 829.90
rip rop --
AREFA 5 --
-- -- 829.90
rip rap - -
6 --
-- -- 827.90
2' paved ditch --
7 --
-- -- 827.50
2' paved ditch --
NORTH i OUTLET 823.50
823.50 822.50 825.50
24 ° cpp catch bosin** --
NORTH 2 OUTLET 825.50
825.50 823.50 826.50
18 ° cpp catch bosin** --
NORTH 3 OUTLET 826.30
826JO 824.50 827.50
18 ° cpp catch basin** -
*Non standard structures, each include sediment sump
**Fi# sump with concrete to pipe invert
nch = 2 0fr. BUILDING DIMENSIONS
I :0
M
Y
=
Q
Q
Q
<C
U
cn
cn
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Z
W
Z
W
w
Z
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w
>
O
Z
W
a:3:
3
a
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u
w
�
U
n
H
w
x�Lin
ryCKtr�
w
w
w
w
a
a.
a
LZ
�nGC�Q
L L J
LIJ
L.v
LJ
(/7
v i
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W
bi
W
LLJ
Q:�
cr_
CIf
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W
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pO0cC-)
N
CV
I
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I
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I
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I
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u
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W
0
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A LL LLL
JN JN IAOZ�Z�P-r,
C4,-
0 WowU1Z4
Oct W00
`V l
w�
j
G
SCALE: IVIA
DRAWN BY:
PROJECT NO.
DATE: ,3-20-02
SHEET 3 OF N;J
LEGEND:
ABBREVIATION
DEFINITION
CL.
CLUSTER
CO
SANITARY CLEAN OUT
GA
GUY ANCHOR
CMF
CONCRETE MONUMENT FOUND
IRF
IRON ROD FOUND
MLP
METAL LIGHT POLE
MP
METAL POST
MSP
METAL SIGN POST
MTP
METAL TELEPHONE POLE
SANITARY MH
SANITARY MANHOLE
TRB
TELEPHONE RISER BOX
WM
WATER METER
WP
WOOD POST
WPP
WOOD POWER POLE
WSP
WOOD SIGN POST
WTP
WOOD TELEPHONE POLE
®
LOCUST
MAPLE
EVERGREEN
O
TREE
0
PINE
(Q/0.0)
EXISTING SPOT ELEVATION
830 EXISTING CONTOUR ELEVATION
*THE VDOT LIMITED ACCESS FENCE MAY BE
REMOVED TO ALLOW INSTALLATION OF THE
PROPOSED DITCH. THE FENCE SHALL BE
REPLACED AND ANY DISTURBED MONUMENTATION
RESET BY A REGISTERED LAND SURVEYOR.
110
VN
5�
�P. C5
oc-:)
Q
COAtc
DIT, 4
77-
fJ _
METAL , � _ _
{j - - .S._�
• ''*�..�
. 1 ED
k
q �ER-
pAO
-
,
INV.=828.42 - - u _ ..._
R
-ErA
�
TEMPORARY DIVERSION DITCH TO
BE REMOVED WHEN DOWNSTREAM
DISTURBED AREAS ARE STABILIZED.
8" SMOOTH WALL
PLASTIC PIPE
INV. IN=826.30
INV. OUT=826.10 f
L=20 FT.
J
18" CATCH .BASIN _
W/10" HEAVY DUTY
GRATE. Qp
P N
r1l\vn a/ '
UA , .
RDR �
:
8" SMOOTH WALL
l , r
p• \.
flLATIC PIPE �F �Rl
INV iN=s55Q
: of q
7N
UT=B25.30....
A'ER I k �
6 VV
'--�.� ......_ . , Xis r .., -• _ ., __.
.�
, . o0Nc
�,
k OW. S"TR 17 " CON
Y
27.2' PAVE :.DI rCH CURB
__
G
_,.
♦ .� Ica / x: ;a w - /R .t.^ Po
. )74)W/OSO4LE
20 10 0 20 40
1 I I
( IN FEET
l inch = 20 ft.
r 26
Roo
i 2s„ -_
1
RCP
24" CATCH BASIN
W/10" HEAVY DUTY
GRATE,
NOTES:
1. SILT FENCE SHELL BE WIRE REINFORCED OR A
DIVERSION BERM.
2. CULVERT INLET PROTECTION SHALL BE A ROCK
CHECK DAM.
3. IF PROBLEM PERSISTS WITH MUD TRACKING TO
ADJACENT ROADWAYS, THE COUNTY CAN REQUIRE
A WASH BAY BE INSTALLED AT THE CONSTRUCTION
ENTRANCE.
2" SM-12.5A -
8" 21-8
10" SMOOTH WALL
PLASTIC PIPE
INV. IN=823.50
INV. OUT= 823.2
LFrFIT
EXISTING STORM DRAINAGE & STRUCTURE ... •
O
PROPOSED STORM DRAINAGE & STRUCTURE . . . .
PROPOSED CURB & GUTTER • • • ' . ' ' ' ' ' ' ' '
DRAINAGE FLOW ..................... .
EXISTING GRADE --••--•-••••-•--- .
PROPOSED GRADE -• - -- .-- -• - - -- .
PROPOSED EASEMENT AREA . . • .. • .. .
PROPOSED SILT FENCE . . ... .. ....
SF
CONSTRUCTION ENTRANCE . . ...... .
RIP RAP CHANNEL LINING - - - - - - - • - - - - - - -
SILT FENCE INLET PROTECTION - • • - - • - - - - - -
`cLU
DIVERSION DITCH - ..... ...
DID
1 B
S TA NDARD DI TCH S2
Ditch Detail Summary
Ditch
1
Ditch Type
V
B = Base Width (ft)
0
SS (x:1)
3
d = Depth 2yr + 0.5(ft)
0.6
D=Mimimun ditch depth (ft)
1.5
Lining Type
EC - 2
Mimimum lining width (ft)
7
Anchors per sq yd
na
2- Year Vel. (ft/sec)
2.77
Culvert Summary
Conduit
Inv. In
Inv. Out
L(ft)
0(in.)
S(7)
Typ0
Culvert 2
824.30
824.30
110
24
0.00
CPP
Culvert 3
824.30
824.30
98
24
0.00
CPP
Culvert 4
824.30
824.30
60
24
0.00
CPP
AREA 5
--
--
8
--
--
Al
AREA 5
--
--
8
--
--
At
DITCH 6
827.90
826.00
7
24
27.14
con
DITCH 7
827.60
825.20
10
24
24.00
con
)RTH i OUTLET
823.50
823.20
30
10
1.00
PVC
)RTH 2 OUTLET
825.50
825.30
20
8
1.00
PVC
)RTH 3 OUTLET
826.30
826.10
20
8
1.00
PVC
*
Perforated CPP
L L IN/NG, W
Storm Inlet Summary,
and Sump Inlet Depth and Spread Calculation.
Str. No. Inv. In
Inv. Out
Sump Bottom Top Elv.
Type L (ft)
1 -
-
--
none --
2 824.30
824.30
823.30 827.25
DI - I' --
3 824.30
824.30
823.30 827.65
DI - I+ --
4 824.30
824.30
823.30 828.85
DI - 38' 8
AREA 5 --
--
-- 829.90
rip rap --
AREA 5 --
--
-- 829.90
rip rap --
6 --
--
-- 827.90
2' paved ditch -
7 --
--
-- 827.50
2' paved ditch --
ORTH 1 OUTLET 823.50
823.50
822,50 825.50
24 ' cpp catch basin" --
ORTH 2 OUTLET 825.50
825.50
823.50 826.50
18 ' cpp catch basin" --
ORTH 3 OUTLET 826.30
826.30
824.50 827.50
18 " cpp catch basin" --
Non standard structures, each include sediment sump
+*Fill sump with concrete to pipe invert
8" 21-B
TO EXTEND 1 FT. 1.5" SM-12.5A
`AVEMENT.
3" BM-25.0 --I
c+rTn-rl^wl A 6" 21-8
8" 21-8
EX. PARKING
Y
U I,i
2
M
p
p
Z
w
0
U
�
z
Z
w
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Q
W
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V
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w
w
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w
w
cn
cn
ww
C)
CD0
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r,
z
•
O - M 07 N
N 0, � V C
V
p� N N O -
L N r- L6 C
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OVA
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SCALE:
IVIA
DRAWN BY:
✓. 0. S.
PROJECT NO.
DATE: 3-20-02
SHEET 4
OF 6
r A-1
I
EW-1,1A
S X
0 NOTE 1
TSRAPE
b
CULVERT INLET SEDIMENT TRAP
TO BE
Nr---
BEVELEq__
N WITH I4oRTAR
DETENTION POND - NORTH 1
NORTH 2
NORTH 3
®--- - ---- --- ----------TEMPORARY
SEDIMENT TRAP Trap 1.
DO NOT BEVEL
NVERT/--EMERGENCY
I
OVERFLOW ELEV - A 826.50
827.50
828.50
CLASS I RIP RAP
/
/
TOP OF EMBANKMENT - B 827.50
828.50
829.50
L -;
�'-t-�
��
RIP RAP VOLUME CL A1(C.Y.) - C 10
3
3
NOTES
1M OF 4" WHERE ENOWALL
I. "H- MAY BE REDUCED UNTIL "X" REACHES A 1XIN1BHE
a. BEVEL EDGE Is REOO ON THE HEADWALL AT THE N-ET END OF THE
IXIE
\
RIPRAP
HEADWALL
DISCHARGE PIPE DIAMETER (IN) - D 10
8
8
WOULD PROTRUDE ABOVE 94CULDER LINE N HO CASE 94ALL TOP OF ENDWALL
PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER.
CULVERT 4WHERE THE FLOW ENTERS THE CULVERT).
1 - --
---
DISCHARGE PIPE INV. OUT - E 823.2
825.30
826.10
2, THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
7•HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
EDGE OR BEVEL EDGE.
ON SHALLOW FILLS WHERE EWLS ME 1'OR LESS BELOW SHOULDER
IDA.HE
\�„ \ INVERT
PIPE
FL
DISCHARGE PIPE LENGTH FT - F 30
20
20
3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOP PRECAST SEE SHEET
10t.02
a.
LItE THE TOP OF THE
ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE
\
PIPE SLOPE (X) - G 1.0z
1.0X
1.0x
ORACE or THE ROAD.DISCHARGE
4. THIS STANDARD TO BE USED WITH ST11i CROSSINGS AND ALL SKEWS
(Cr TO 45. V
9. y," CH,WFER MAY BE PROVIDED ON ALL EWES AT MANUFACTURER'S OPT".
DISCHARGE PIPE INN. IN - H 823.5
825.50
826.30
o. HEAOWALL To BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERTOUTLET
OR WINGWALLS OCCIR.
i
/ (SEDIMENT I i I I I ' I I 1 I / COARSE VDOT 3AGG AGGREGATE N5
STORAGE ��
I --� /
tl
\ \
STORAGE REQUIREMENTS EQUIVALENT
TO THAT OF TEMPORARY SEDIMENTTRAP, STD. h SPEC. 3.13ANTI-SEEP
(B C.Y./ACRE WET STORAGE
(BELOW BASE OF STONE) PERSPECTIVE VIE
67 C.Y./ACRE DRY STORAGE
(BASE OF STONE TO TOP BERM TOP ELEVATION C
OF STONE BERM) PIPE INVERT
AREAS TO BE DISTURBED w RIPRAP HEADWALL
(CUT, FILLED, ETC.) I 1' I B I
.►
OUTELEVATION D
STRUCTURE TYPE - I 44 " cPP
catch basin
OUTLET STRUCTURE TOP - J 825.50
OUTLET STRUCTURE ORIFICE DIAMETER (IN) - K 10 (pipe)
OUTLET STRUCTURE ORIFICE INVERT - L 823.5
TWO YEAR STORM E D - M 825.08
TEN YEAR STORM ELEV - N 825.90
100 YEAR STORM ELEV - 0 826.65
CLAY CORE TOP - P 826.00
COLLAR DIMENSION (M) - Q none
EMERGENCY OVERFLOW WEIR LENGTH (FT) - R 26
OUTLET PROTECTION
CULVERT NORTH 1
OUTLET
ER N) 310
CULVERT DIAMETER (IN) 10
010 d/D 1
WIDTH (FT) 7
18 �� cPP
catch basin
828.50
8 (pipe)
825.5
826.70
827.27
827.90
827.00
none
10
NORTH 2
OUTLET
18
8
t
7
18 �� cPP
catch basin
829.50
7 (Debris Cage)
826.3
827.48
828.51
828.92
828.0E
none
10
NORTH 3
OUTLET
1.50
8
t
7
ENDWALL FOR CIRCULAR PIPE
ENDWALL FOR ELLIPTICAL PIPE
DIAMETER OF PPE CULVERT
SZE OF ELLPT" PPE CULVERT (SPAR . RISER
1.
to"
Is-
21" OR 24"
27. ON 30•
33, an L•RF
23"04"
30".11'
34".22'•
3e".24"
42".27"
40".29"
41'.3Y•
53".34^
A
tr•a"
a-1'
1-9"
0'-11"
r-1•
r-Or
a -a"
W-9••
a, 10"
a-H"
a -IT'
+'-0"
r-0"
r-0"
B
a -It"
r-r'
r-3"
r-w•
1. 1..
T-a'
r•2"
1'•S'•
r-a"
i'-a"
I-9"
r.10"
r•Ir
1'•1+^
c
r-4
r-r•
r-r
2'•x
2'•0"
2'•C'
r-e'•
H'
2-r
:-4"
2'-s"
2'-7"
2' 8"
2•-9"
D
Ir
1'-3"
r-a"
r•r
r-r
3-o-
r-r•
r•7"
r-10"
2'-0"
2'-3"
r-s"
2'-a"
2-ta
F
01-61•
a -a"
D•-w'
a-9"
a-9"
a-1'
a-e
0'-a
o 9'
a-1
a-s"
a-1•
a-1•
a-1
H
2'-1
2'-/ra.4•-a.
4'-9"
3'-3"
S-9"
4•-,"
4•-7•
L
v-o"
a,.o..
s-a.
a• -a'
+a-o••
+r-a•
L
s•-s"
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7._2.'
a -a••
W-15"
1-x•'
a-2
w•-r•
,D••,r•
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Ir-..
1r-+r
0
014/."
a-,1.'
a-r'
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a.Y/,••
'.0.
S
r-tv
2'-a"
2"0"
Y-2"
3'-e'
S-B•
4..,
4'-5"
b
0.-I.
0--r/w.
a-H:
D.2'
1.21h.'
W-3'•
o
a-2Yi'
a-3y,"
D'_Yl?"
a-4"
O'•472"
a-4%-
a-s"
o-9/i
Cuss YARDS Or CONCRETE
b
a-2"
a•2%:'
a-2t!."
a-r'
a-Y/H'
0'-3%'
a-4"
o'-4y;
CONE. PPE
0.241
0.492
0.697
+.SIB
7.067
2.847
CUBIC YARDS OF CONCRETE
C.M.PPE
0.267
012+
0,739
1.398
x.+9B
3.N5
IONC.PPE D.002 o.ess 1.23a tS00 Len 2.,0+ 2.5+2 2.80/
RE°M"NCE
STANDARD ENDWALL FOR PIPE CULVERTS
1211-36'' CIRCULAR AND 2311x14"-5311x34" ELLIPTICAL PIPES
IDS02
Sox
VRONA DEPARTMENT OF
TRANSPORTATION
101.01
WET STORAGE TOP ELEVATION E
ti
NATURAL GROUND
NATURAL
LENGTH (FT) 6
6
6
Ho
CLASS Al
Al
Al
FLOW
POND
A
B
D
INCHES
INCHES
INCHES
1
15
15
13
2
14
14
12
3
14
14
7
Isometric
i /4" HOPE plate
pipe . , rt /bolted to EW-1
culve
1 0�000000a
1 °o oo°o°o o°o
0 0 0 000°0 0
DBMP o°o°o°o o°o°o
VDOT std.
EW-1 cone. apron
(6" thick)
Section
HOPE structural plastic
grating and 1/4 plate
(3" x 1" opening)
manufactured by Plastic
Solutions Inc. or equivalent.
00
I ` 090
I
m o 0
VDOT std. EW-1
° ° d + 0
- -�
I
BM P
( - ------------D
-�
single BMP
Elevation
orifice
PLASTIC 240 McGhee Road
BMP DEBRIS PLATE & CAGE SOLUTIONS P.O. 4388
'WinchesterlOchestst er VA 22804
INC. 540-722-4694
www.pl$SUC-solution.com
W
asLU
-
►� CNCN
4
a
N 00
�DO
SLR
00"y)(0
. Z .O
.
Q
00N0�
N M
tv
N N
r-00
00 00
ZOO
oo -
+•
_.....
J
�
� 3
iS
ACC SS RC
a
W
Of TENT10N
POE(
R WA
8,
Z
30 I A I EXIST. 8" PIPE
LLEN 22 FT.
J
v
Q
m
LLw
J
820
N�
o
818 '
�i
J
0
°Q
i
CLASS I RIPRAP
VDOT W3, #357, OR #5 COARSE AGGREGATE
TRAP BOTTOM ELE. F
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
AT 1/2 VOLUME OF WET STORAGE AREA
ELEVATION
SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION
PLATE. 3.08-2
PLAN NAME
Trap 1,
SEDIMENT TRAP TYPE
CULVERT INLET
OUTLET LENGTH„ A (FEET
9
TOP BERM WIDTH, W (FEET)
3
RIP RAP TOP WIDTH, B (FEET
2
HEIGHT TO OUTLET BOTTOM, Ho (FEEII
3
HEIGHT OF BERM, H (FEET
4
BERM TOP ELEVATION, C (FEET
827.5
OUTLET ELEVATION, D (FEET
826.5
WET STORAGE TOP ELEVATION, E (FEET
825.6
TRAP BOTTOM ELEVATION(, F (FEET
823.5
BERM TOP M. - B
DAMMY OMMOW M - A
R - 6
L. ►A ► 14WAKSITA :14WAYL A I ' 1•►
GRAPHIC SCALE
JO' 15' 0' JO' 60
1 INCH = JO ft. HORY.
1 INCH = 3 ft. VERT/CAL
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
SEWER PROFILE
.835
PROPOSED'
ARBY'S
F.F. 829.80
5
WATER SURFACE
0)
YEAR WATER SURFACE
V. = (N)
PE TO EW-1
'EAR WATER SURFACE
= (M)
VDOT STANDARD EW-i
ORIFICE DIAMETER = (K) INVERT AT ELEV. = (L)
(PLUG DURING CONSTRUCTION)
REMOVE PLUG FOLLOWNG SITE STABILIZATION
PROVIDE DEBRIS CAGE TO PROTECT ORIFICE
SEE PLAN THIS SHEET.
PROVIDE CONCRETE APRON AT DEBRIS CAGE
SEE PLAN THIS SHEET.
<MENT TO BE PLACED AND COMPACTED
JFTS. NO TOPSOIL, ORGANICS, OR STONES
R THAN 6" DIAMETER SHALL BE USED.
AL SHALL BE COMPACTED TO 95% OF
'M DENSITY AT PLUS OR MINUS 2%
M MOISTURE.
ORE TO EXTEND 5 FEET BEYOND ENDS
ANKMENT, AND 2 FEET BELOW EXISTING
THE TOP OF THE CORE SHALL BE AT
(P) . DEPTH OF CORE
IS GENERAL, ACTUAL REQUIRED DEPTH
BE DETERMINED BY SOILS SPECIALIST
TIME OF CONSTRUCTION. MAXIMUM SIDE
IS 1: 1.
'ORE MATERIAL SHALL MEET THE FOLLOWING:
CLASSIFICATION: SM, SC, ML, MH, CL OR ^H.
PAHIICAL SIZE: 959 PASSING 1/2" SIEVE.
not to -scale
830
Hti
825 z
b
cc
ac
c
c
FQ-
U
820
815
N
R
N
5
0+50 1+00
840
EXISTING GROUND
835
4TEE
R0EDGRADE
E
830
8' D.I. (CL 52) WATER
1 1-6a PLUG
825 _
1-6' 5' EL.
824
N O
CO
0+00
0+50
WATER PROFILE UNDER POND AREA CONNECTION FOR
FUTURE F. H.
O
UO
MQ)
0'
36.6CN
t 00
I'"'
r,3 of
N
EXISTING GROUND
o 00 � N
Ln °p
!).
" oN°Q
o _
O I_ _
FUTURE HOLIDAY INN
`t
_
O�O�
o CIOO Ct �
�r\Z0�
I- 1- I I
`� o+ cc,
CsiN OM?
�t r< -
� ° j
Op N
00 CO
FIN. GRADE
z�
,Y CL
CrQ�»�
N + �, , _
��wWg
U�?
NCo0E-Ln
(n(0ck ? n
�"zi»�
Lu
FUTURE FINISHED SITE
830
_ _ _
_ -
cn�zZva
_ kn - . _ _ _
cn C 4 °=
_ _ 30
L g
FINISHED GRADE
z
?
\
w (n
830
_
-
_ _
_ -ti
C2
NORTH
- _ 36" MINIMUM
- -
- - - - -
-
ETENTION
o
"r COVER REQ'D.
POND
82
LEN 60 F.T.LE
___
96 FT.
LEN 96 FT.
AREA 825
SLOPE
0.00%
SL
PE 0.00%
SLOPE
0.00%
gR D.(• CL 52
DIA 2
IN.CPP
DIA
24 IN.CPP
DIA 2
IN.CPP
825
sTA: 0+36.60
1-8" PLUG
STA: 0+00
1-8 X8 TEE
1-8" GATE VALVE
822
2 J . 8" D.I. (CL 52)
820
820
N
ao
O
(p
(a
M
cp
t
cfl
(D
co
(p
CN
(p
N
IN6
N
N
N
00
N
00
N
00
N
00
N
00
00
N
00
00
00
00
0+00
0+00
0+50 1 +00 1 +50 2+00
2+50
CONNECTION
FOR LOT 4
STORM
PROFILE
LI H OF
-sRonald A. Mislowsky, Jrz
O CERTIFICATE NO. -
v 020674
REGISTERED
PROFESSIONAL
ENGINEER
BLOCK AND GRAVEL DROP INLET GRAVEL CURB INLET SEDIMENT
8'-0" general backfill general ) ckfill SEDIMENT FIL TER
.....•........................ (see note) (see noteeFIL TER
13'-4" 4'-8" -.
..................
�``•: `O.D.:::•,'•.::y:;:z;: WIRE SCREEN CONCRETE BLOCK -------
8
i:::::i::::a$$iii:ii;: `:':i`
CEMENT PLASTER `�••` • i'iiE%�%''•'•`•�>` ��
..........................
'^`' • "" concrete
CROWN 24' select backflll 24" select backflll
i (see note) (see note) --
�! L
o O.D. O.D. 6„
CONTINUOUS #5 1/2o.D. ,
cO HORIZ: 77 BLOCK FILLER PAINT 2'-0"--
j AT INSIDE OF
ENCLOSURE 6" 6"
1'-0" PIPE BOLLARD stone
5'-0" HIGH o stone r
FILL W/ CONCRETE b FLAG POLE �_
o 00 STANDARD CONCRETE ARCH
6" CONIC. SLAB
�W/ 6X6 #10W.W.F.
METAL COLLAR ---�� GRAVEL FILTER
R FRONT general backfill DRAIN DUMPSTE TO 0 � g general backfill � 12"
8" SPLIT FACE CONCRETE see note
(see note) GRAVEL FILTER RUNOFF WATER WIRE MESH
' 1 8N 4'_0' � BLOCK (BUFF COLOR TO :;::•:.,:.;;•;:::: :::::..:................... ...,.:r:....:...�:.,:... , ,
2'-0"
o MATCH BUILDING DRY IT
WIRE SCREEN
FILTERED WATER
i:b: ::sat:: ;:c;;•;;:•:: %:":•:ti$inw;•::`,.,':::3' WITH ::............:..... FILTERED WATER
VERIFY COLOR H ::•'.'.:
T lll • . • • • : � ,•> •:: •::::.•:.0. D. ::i'�;k;;;; :,:.,•:.,•:.,:•::: O.D.:ii`s,:%r:%�i,%�%f ; o , • . a
WALL W/ (1) VERT I
I -�I 61 :>..:........................ fill B„ ;,:•;;:.,•.,:;::....... .,.,.,•:.,•:,: ' a'''.
DR Y
6„
lee
A CORNERS 0" O.C.
OVERFLOW TCOR E S�8' 6" N A W
i.
CO C SL B
SAND -
i W.W.F REINFORCING - RUNOFF --
24" select backfill 24" select backfill RATER _ a' -
6" PIPE BOLLARD I - _
/ 8'-0" HIGH METAL TUBE I (see note) (see note) - - _
24" DEEP X 16" WIDE d WITH
FILL W/ CONCRETE FF
SEDIMENT
CONC. FOOTING CONCRETE stone 5 r =
REINFORCED W/ (2) PIER 61, ::J 6"
v #5 32" O.C. ;, O.D. 1. a'
1/2 O.D. y �';. DROP INLET SEDIMENT
��III D AA• '
+' WITH GATE v
i• �•�' • •AA. LIGHTNING CONCRETE GUTTE 12- .
COMPACTED SOIL J PROTECTION L6" 6" SEDIHE CURB INLET
concrete concrete
2'-8
SPECIFIC APPLICATION
CONCRETE, CRADLE CONCRETE ENCASEMENT SPECIFIC APPLICATION
FLAG POLE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING THIS METHOD G INLET PROTECTION IS APPLICABLE AT CURB INLETS
1 PLAN A T D U M P S T E R 3 SECTION r6`�BASE DETAIL WHERE POENCE IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
NOTE: To be compacted to 95% of ASTM DsgB maximum density. AROUND THE STRUCTURE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
SD - SCALE 1 /4" = 1'-0" SD -1 SCALE : 1 /4" = 1'70" SD-1 SCALE 1 /4" 1'-0" TRENCH &BEDDING GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
=
Figure 1
2'- 0SOURCE: VA. DSWC PLATE 3.07-6
PROVIDE (4) ANCHOR SOURCE: VA. DSWC PLATE. 3.07-3
BOLTS 1'-8" X 36" + 4"
6'-3 1/2" 6'-3 1/2" DOUBLE NUT
BOLT PROJECTION: 3.5"
25' LIGHT PULE CONSTRUCTION OF A SILT FENCE
BASE COVER HT: 3.625"
INSIDE (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE
:' �,'• ",'` ' 1. SET THE STAKES. 2. EXCAVATE A 47 4" TRENCH
C 4 1 2"
BASE PLATE ' UPSLOPE ALONG THE LINE OF 70MIN. EXISTING
f,,;":1,•: I --
STEEL GATES �� �': ` N STAKES. A
O (PAINTED TO MATCH A; :';r AVAILABLE CONDUITZz_ d' _ d .3'
6 iAVE�Nr
DRYVIT ENTRY AREA v
I ) i '
..IIII
STEEL HANDLES T �TTTTTT� 1.016 DIA. i� �� // FILTER CLOTH 8» A MOUNTABLE BERM
• .� •' 111- concrete pad / /�// (OPTIONAL)
GATES
TO STEEL ITT- 11�i- CD HOLE TYP. OF 4 V-6" sq, x 6" deep / _ ! �/ -`� / IIII SIDE ELEVATION
T 10" // // /� -
EXISTING GROUND
CONCRETE
FLOW r /� / r� 70' MIN.
PIER `
T
SET ROD B O T IU III B
WASHRACK "; l0' MIN.
4" stone 4- (OPTIONAL),`
r
DUMPSTER ELEVATION POLE BASEr5_`�PATTERN screw type §� 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COItPACT ";" to' MIN
adjustable valve box 36" min. { TO STAKES AND EXTEND THE EXCAVATED SOIL. A 12' MIN. I•- EXISTING
IT INTO THE TRENCH. �a) h'� PAVEMENT
7
5SCALE 1/4" = l'-O" SD-1 NOT TO SCALE r
location marker
cc-e stone valve megalugged I +/'
i VDOT Bl I ~� POSITIVE DRAINAGE 10' MIN.
r.
to main y' COURSE AGGREGATE TO SEDIMENT
megalugs v ;! / B i TRAPPING DEVICE
NOTES: 1 - �41'q ..,,,'' 'a•-'�� ' ' �;;y4. j
t THIS irEmACIE ,I.Y BE PRECAST OR CAST N PLACE. I �,+f d"-megalUg --"/"^�_ IIII "' .!�,: 'r+ ,r•, IIII " OMUST EXTEND FULL WIDTH
F INGRESS AND EGRESS
�CONCRETC 10 BE CLASS .] E LAtI W PLACE, / - -� ' I
.000 PS f PRECAST. Jj L•• • .W, i� (I
J. OF 3CI0ICV4FEE CURB L PUTTER HAVNC A RAOUS '' , - / / - /� �V�', •: OPERATION PLAN VIEW
Cf D0o FELT S LESS (I[WG FACE M CUIIB) SHALL
-// J/I
BUT TER FOR AS RqM COIMYi.T,ON CUB [ - -
' FOP USE Mlif DAMAGE LAVCR,TII''81EA00DiCM V TE �URB^' r"•+^v'r`;'1 ,' H „•.t /` /.. FLOl/ 12' 1@I. -�
M0 GUTTERPEy�pLi� BE COrvSTRUCTEO PMMLEL , Ly fi� i
TO TTO THE° DEPTH OF THEEEPAVEEMENT. NNIMI f a.R s; a1 '',.i'.S �' ,i tl• f 54 °i. �.. 'tJ ' �'J,1+y4 ' .anal •s ry+ ',„
5. 7n15 CURB Wr BE USED WHEN tl` E V E tl f'�•- S 1 7 9).
III.y �vt ;y a t ' 3" MIN.
on Rl0"wK EMCNWAVPS MPH AN0GUi5LMPH OR thrust block 18" 10 24" =III a a• " r'r^C'a •�� 6� k
SHEET FLOW INSTALLATION -'- tik�fit,"" s<, 3" MN.
R ESA N OEr[LOPEO uReM [ SUBIIIBM 1,,
CECUO THESE US"
C4.7 IISERA[OURCO. 8"x 8"x 16" solid block (PERSPECTIVE VIEW) '' `
n (for valves 12" and larger)
I FILTER CLOTH
T.:, . J FLOW
SECTION A -A
7' A
Note: this detail is also H
_k ___. _ used for butterfly valves // : ):.}
x4`;"
,
----__-____ TXE BOT 101 OF 11E CWtl MID I '. •, .'nt'. ., a.... `+�y,�yi,,T
PUTTER MAY BE CON57RUC7lD I // \ "" r / / • r , ! Ci'" !,
PMMLEL TO ES SLOPE Of n 'i,,,_i.5.',
SUBYASF COIIRSOF PROVOED . • • , q
WEU. or l• �' ��'a,t '� M J'
TMS MCA WAY BE ACTE _ \ +l � "Y' �Cd y �y N�71 k ,.• C k •.Y.t�t''7y'Y�i'" 14 x•9.1"" r� a;a•t. °t
AT TIE OPTION Or TM CONTRACTOR j ^I TJ f J �,,, z(�.
POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE
GATE VALVE DRAINAGEWAY INSTALLATION SECTION B-B
Figure B (FRONT ELEVATION)
30URCL Adapted from hlatallation of Straw and Fabric Filter Barriers for 3edimmt Coat 01. DSTC PGAIE. 3.06-2 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. WIC Plate 3.02-1
ShwwW and Tyant
9PEOFICAiION
FIEFLKNCE COMBINATION 6" CURB & CUTTER
N05
SOt VNOINA DEPARTMENT OF 1RMSPORT.iIpN
7SILT FENCE CULVERT INLET
PROTECTION
I ANCHOR POSTS SHOI1lD BE
HGHLY NSABLE ENDWALL
,. top of manhole at grade in pavement areas unless otherwise directed IINWLW 2' STEEL V CHANNEL FLAGGING
W trench width
C 1'-6" (top shall be set 24" min. above grade in easement areas) Prune codominote {enders DO NOT prune terminal OR 2%2' TIMBER, 6' IN LENGTH
A.r as required
a square skid pad 6 thick-�
VBHH77-15BHC-11-77 Y: leader or branch tips
6" die. schedule 40 steel )
2" custom setter to ,tl " pipe filled with concrete t^ 3' ~isa. ka 'k rvr k ;;r 4 Prune rubbing or - - --
meter b FCSA r . ' cross branches MAXILIM 8 USE 2'x4' LUMBER - IJ
( Y ) and painted yellow, FOR CROSS BRACYMG
� wrap around heat shrinkable
standard flat top - �` d . TOE 01 PILL
cast in place access xh • sheet (WrapldSeal by CANUSAJ I 1� CULVERT
door, centered In for 4' diameter a 7 a A I
2
top (see Hots t) manhole/ ' I 4 bolts (3/4" dla.)
s�F 35" max.
i `[ r t v Prune narrow crotch angles
-
varies 2' max. adjustment rings (11" max.)BLAZE ORANGE 4
at property Ilse
finished 18" dla s wv 1'-s" , DO NOT stake or wrap and water spouts PLASTIC ►MESH ►
(see note 2) grade I concrete ,;, •4' Pt trunk unless necessary Prune broken branches I'
r E s
encasement a •I;� Remove all tops and labels , 1 J I ' 11` r .1'
,. , , , +lid' ';i':'�' C',J^G[�'ti��nf`C�'•' .rY.A. �"w''i'`l �' i .:t,; •. .Q,. ,I� t.
Prune suckers
� `' :r �'� '1' ''' ail i• COflCrete t ..
1 1
G roadway box � thrust block
E IIII 3 rlser section for 4'
BOLLARD DETAIL Cut owe all boh ro es i T T o l t ` } - - - - - J - - -
f Es � ,a t,lpalt F I rL1 ,
,' Y n9 P 2 -3 mulch kept away from trunk 3 t : , I t
N 1 ,''�� P ,♦ _ a f)v .Tr r Yf Z _J
2 from Kaln t to , 1 , , 12" or 16" (typ,)
type pp �,;� ,',,�, diameter manhole
concrete ASTM(-150
g ( I �� , i, with cutouts 4000 psi
', Soil well to contain water
u p) ,' 1 pioneer 301 mastic applied Remove top of wire basket r +'; curbsto 1,' , ryrf {'AL �( h� t• t a t t ti, 4a TOR 01 PIN]
between joints and on,
Via, n°r.�, r.:.r, .n, A r^ '�• ::>+)r- ?e.'i°"T.:'. a> .�a. , .; .�.P n:> ,.. r :Y s�./J'� `� �';§,r>"r'?x•'} l r'
exterior side of joints
direction of setting to be approved prior to installation I ,r
N backfill soil
joints are to be scaled a UNAME DED �r� _� •
2 min with .0, ring gasket �. ' ,a , IYden and score hole wall artally backfill, water to DiSPANCE IS 8' MIIQiYUM IR FLOW
Q saddle with ; , , < settle soil, finish bockfillin IS 'TOWARD '1'
-1 ri,,;L +, t s Ji) da "? I h .� r , .5 �.n �' g
Q_ corporation stop "' }x ` a ��
i�x ri as required concrete pad 1'-6" sq. x 6" deep variable � 8' WIRE
water main solid support blocks 4'-0" Area for water drainageANCHOR POSTS MUST BE V TO SECURE FLOW
under custom setter Remove container and cut circlingINSTALLED TO A DEPTH OF FENCE BOTTOM
3 Leave soled soil slot - do
I.D. - pipe to manhole cots if container -grown, or as much NO LESS TF M 1/3 OF THE
Lam,- ball valve curb stop 6' stone bedding 2" min. - s" max • not dig deeper than boll depth -
b'. connection to be burlap as possible if field grown TOTAL IIEX:TT OF POST $01JBCS ADAPffID Aram YDOT Standard Sheets and Ys I)STC PLATE. $.08-1
with FIP ends, with a 2 by flexible sleeve
2" gate valve I invert channel to provide a I� ROOT DAMAGE SHOULD AVOIDED.
4-1 3'-0"min.
operating nut smooth transition in to out,
4` stone 4'-0" max,
Q r : screw type for all connections .' 2'-D" max. -- _ Dig tale 2-3 times root ball width I 2 DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION.
adjustable " 3 DENCE SHALL BE PACED AT THE DW LYE OF THE 1 7-19-02 REVISED PER F.C.S.A. COMMENTS J.D.S. R./
6j14 ,• top of bench -wall THE EXISTING TREES PRIOR TO ANY LAND DISTUFB,MICE..
�I I 4 valve box grout bottom of manhole f , same elev. as 2 7-30-02 REVISED PER F.C.S.A. & VDOT COMMENTS J.D.S. R.E
NOTES: stono stone to be minimum A PROTECTION SWILL BE N PLACE.
S>` of 6" above top of base
I to form channel D/2 top of pipe
1. Access door shall be by Halliday Products k tt locator marker I ]�I[�M� ��
�s scene BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION
or our approved equal: w f � '• d 4 a Ix) K'd0
g^ a) in non -traffic area - model no. S 1 R3030
ti.•� egalugs ; s
b) In traffic area - model no. H1 R2424 ' o ," B• NO. DATE DESCRIPTION BY CH
2. Water service crossing street shell be encased i ✓ Er°a it''R E', '1, 4 ` ?`,, yr x a� " r rL tx s T xa .a , .; T H
g _ _ 6" bedding stone4` ya �1 t ry k u a s PL O F
in 6" dia. SCH40 PVC or SDR21 piping The Y ° } 3 '' ' 4 cyr��,.re w r° REVISIONS
P P 9 h a era. � ,� hir/
CUTOUT DETAIL piping shall run from one foot beyond sidewalk, w"e� ETCr _ PROJECT N
V j (typical) across the street, to one foot beyond sidewalk.,�? V, d�`'"aT,yl'' mechanical joint NOTES; 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. O • • • •
r. I 1 ARBY S RESTAURANT
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of gllbert W Cilf f ord & ABBOC1Atee III(.
swivel tee with
6" branch bitumastic water proofing. �ROnald A. Mislowsky, Jr.: DATE:
;ray 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. O CERTIFICATE NO.
4. Skid pad to be placed around manholes located in shoulders of roads. FOXE TOWN PLAZA J-21-02
:� +:fix , �;; v `;fix L "';, 5. Flat to casting shall be used on shallow manhole 6 ft. or less Installations. V o20674
h " 'P `` p g ( ) Engineers Land Planners Water Analysis SHEET
1 1/2" and 2" METER INSTALLATION
� FIRE HYDRANT ASSEMBLY MISCELLANEO US DETAILS
STANDARD MANHOLE REGISTERED 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200
p Figures Figure a Figure 12 PROFESSIONAL Fredericksburg, Virginia 22404 Winchester, Virginia 22601=6
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ENGINEER PHON(^; (540) 898-2115 PHONE: (540) 667-2139 -- -- FAX: (540) 898-3230 FAX: (540) 665-0493
E-MAIL : clifford®1 bicired.com E-MANL : awcliff0mrisinC.COMIf /,'EUERICK COUNTY VlR611VIA I nF,. 6