HomeMy WebLinkAbout11-97 Site PlanOR
0
GENERAL MOM
" doboo a eel p1 Is" I1' r on US Rome 80 west Of Winchroam, rn the Contractor. Mpposeof
n aof IIMeAKt. IAWR. The deNrl
vpr fir Me pepany AW
aaamrye 10 anal b SN
=d="RON" till i1011Ma of epPmxM * 1.200 sgiwre fop or dave Mreph food fel,.. M
%* O a0fear %* RE sample t The parol rdnaina 5 suns w"Ya M tuned RA. Th. ..MOW. wd
opopftwa GwAbl YUtapwmlm"3-n
47�40RMelYMeRPA COMwt Myr Dmgkes Owelr
1AifwhuW. VA trot] Telephone (540) 877-2971
EnVOWAmmftoW
]. PAR(I MIL .L�C� Cr11a1M WAS, JufN1 Lewes
302 taloa aadO9rAt Iaaa .alb 200
Wkwhowes.VYIWR 2101 Teleplre: (540)882-5792
5. pmp" aaa10ary era spwwhk edeWANR aapw an Mew pew wee povlW by Ina awn, and taken hon
an OC"W IN? NO PM Pal W" fpr pees A A.....
6 $he Dela
Parcel Wes; SMp
zonX1^0 OR1, RWNI AwM C.4h=al Use Perm" 9013-98
Front Yang aabdk Ilallalt O - W Provow 690.'
Rear Yard Sasbk: Ralasd-W PnMdmd-x50.'
Side Yed IMaaat 11 40 .50. pmyib0 - x50.'
MS1O1 atYp ""W Aaawd - 35' Proposed - 28'./-
Maamm PAR: Alsfwd - 1.0
OMmq Fsor Ane: 3;IOI SF - CammetmM Bpee
Proelled Additional Film am nal � M spa
p
Tafel Hoar AM a 10,211110 SF Of OD46 FAR
Mmdar m LUMSCape Aare. RbWAW - 15% proposed - Si
PmPased SW~4vemeM A S E9,200 -4- SF
LanOuaparWootivLawn Aron:151,213
-1-SF
7. P ody) Lot Regwramens:
Sine Propery Line SMbadc Requl,ed - 5' Provtlea - >S
B Parking Space Regmremenls:
proposed retail ane w6,490 SF
Required t a sera - 1 W 200 square len - 32 spews
Pregnane arrvo-mmuga food Maris area = 1 2 SF
Required Pacing . 1 4 Per 100 square feel . 17 pWmmR
PMyOW 64 regular spaces lndudIng 3 Accesilpe Sp per ADA
9 HtnhacaP AccessMYey
HC Parkng spans snail have, a maximum dope al 1 50
HC ramps an the slit shall have dCledable waning surface per ADAa G 4 7 arra an
10 Suffering Reguvemems
See Conditional Use Permit on this Shell
1t EnvkannemM Features
WmkeM - No werywos nave ween •demdrd car the Pte
Flood pains . No flood pains areas or nand hazel areas have been IaeniMed on Ina see
S"wtides . No siMaales have been d MM w .h the Stop, times
Sleep Stopes - No Steep slopes have Peen raeMrfied M me ape
Vocational - There am apponmaiely 1 9 ones Of -Wok s an int sae Wt odlareas ale ge anal defined by
the Frederid[ County Code as Mencrg largely n e'en In groves partner Man list ata The ate d
woWMrrds aMwed by the code to be disturbed Is 25%. This would be approximately 045 acres. This aMa of
"When s to M deturned in conjunction wen in's egged a 0.10 ares.
EROSION AND SILTATION CONTROL NARRATIVE
Pro ed Dersonstion
The developer proposes to bund an additional 5.520 square feel of reran aha bad serum space to the assisting 3.940
square tom boadlop The binding site is a 5 acre WC, The conslrucbon threats a fwnmd of the existing paved area used
ire access and vehicular q¢ulatron There will he minimal anumance Of repelalM lima The rear parking area wli
defurb about 8400 square feet The increase In War allraundem to this adde:onel impervious area will be less mal 1
ds soon water runrod will leave the see as eheN how from the parking lol add eventually enter the channel along
Route 50 No storm water detention IS proposed Or this protect
Eykamp Site Conditions
The she drtnns towel Ina southeast to an unnamed tributary of Hogue Creek Stopes are generally Ian med 2.0%%.
The site is the location of the Hogue Creek Market Vegetation consisting O1 immature woMlaMs axials on 1M nor111Nn
penmeler of the site
Aden tAreas
The site is bordered on three sides by arsldemial land To the souls acs the Route 50 dgln-obway
ON-ite Areas
No disturbance to off site areas is ammpMed
si4PS
Accordug to the Soli Survey Of Fredena County. sols on the she are Monongahela gravely loam. Tara and is not
nnsgered prime /artntaM. This sail u geneolly deep aM formed ,n aldvlum weathered shale or xrMppw.
CMical A!+e�
There are no control areas on the me to an devetoped
Inca.,, and Sad Saint _ lipmeam,
705 SIM pence wilt be I"VWW in selected locations ddywMxym from the construction area as a fbL meiTure of
construgbn. SM lance soil be paced at the Ma of slope of the detention Not and aloe, nil areas Poor In fill
op MiOm Sill lances she" be mapeded after each rainfall and AS least daily dunng prolonged mining Any
required arpairs hall be made immediately. De(npM. decomposed or otherwlae lmMWStive sib fence Nall Pe
mplarad. Sediment deposes LmUId be temoyed e9ar each LOcm Seem. They m11e1 an re raved when deposes
reach appoximately one -M9 the height of the Mme,. Any sediment deposes remaimall In place after the she
fence rs no until need Mail he dressed to conform worm Me coustag bed grade and debased
l ]i Temporary selling to accordance wise the E 6 S Sia a Spec 3.31 will be append to the topsoil Stock gib add tnl
meas which will MI be bought to anal grade "On M days Embankment or excavated slopes denuded for a
peat of greater [ban 30 pays spa" M u mPddwIY Medea and mulched. To comci0e wen the anticipated
war MMWO dates, the seedtp will cons,( of 50 Pounds Per are of kntual Ryegress All mmponry Maainq
areas will be mulched In eexcamonn with The so edu a i, Wed herein
3.32 Al disturbed areas will be pabtezed by permanem seerg in ec<olance wah the schedule Malaysia Herein. The
afOiOW d line for conslmdbn W"I" n Is June 1997
3.35 WI heeded areas will be incident in a Mwwth the schedule hnduc ed semen
Temporary and do
SEED TYPE RATE MIN PURITY(%i MIN GERM (%)
Sep 1 - Fell
Annual RyeWo 501bac 98 85
Wiener Rye So Ibac 98 95
May I -A, 31
Gamed M"lel W Ratio 98 a5
or
Feb 16 Aar nd
Annual ryprass 75 plot w 85
MuIU 1.5 tonal Shen gr m Lraw
Federal 1000 Ibec 10_10-10
P t Stabuzmwn
The contractor shall awliM sit denuded rand within 7 days ane, Ina eM of con9lroctron Permdnem Latour ldion Loll
be, aPPlled to areas the, aR to be Iefl dWlMnt IM more than one year OurW COnstNCfidm of the protea, soil Wingpilee
shall he Lablized o, protected wan sediment lapping measures The contractor Is arspohnible for the tempomry,
protection and permanent LaMizmmn Of a,, sol do...... M site as we0 as Buil intentionally Irenaponed from the prick t
she The contractor shall lawltsh mpalabon on all areas nor Mhnwnx soallized accoling the Inflation, spe,f cation
Seed Poparabon
a Sgrdy lop I- to 2- of suit her Bnd grades nave been anfieved.
b AM 3 tons Per nue pulverized agncohual herestion,0401d100asn
SEED TYPE 1i MIN PURITY(%) Ml GERM (%'
TO fescue 60 Is an, 97 85
Red dove, a Mi 95 a5
Ladlna clover 8 M'ac BS 65
Nurse Gnass(Season domMem)
Spot Feb 15.
Annual Rypnss 12 piano all 85
Omer Rye 12 lilac 0e 85
May I Aug 31
Garman WpM 12 Who M as
or
Feb e6 AM M
Annual ry'. 121a'ac w 85
Muldr. 1.5 mNec pet best prow
Fertilizer . 10a9IWw io-wio
1 Erosion outmost padicee Shea eel I b ar rqb "m N of the VhrgmN E.. It SwpmmE conbPl
Handbook
2 All perimeter a inmd C011bpl dIviM d" be traded Pop to any land detw" Mtivekee and Map IpnaM In
Piece until the she is fil mss.
3 The conhat Shea pMor 011sdM ylRdlp to IsOom, is of dnMW Olg
site grading and cono&uoNo Y b be delle elft em pRpsRp mw w%0011falll grana pondeg of avatar. AN oke
4. Cut and fill slopen $no be aided M a IaY811 w of 21tmf®fan in 1 WMCM W*m plronww Spooned on Ile
pans.
5 The encs or deamg and paaag aft, rsalMMd b Ire amlb of Ip mo oat.
SEQUENCE OF CONSTRUCTION
1. eesa.. Carlouagon elm'artoe, N lallYwO
2. eilfOlell pwk*gow - lade w npdmd
3. d$W am lr9 as
4. aNp, afsalple No maban It so
5. Mash"OMNOMOV
e. oonsw4p QOtele i'Lnbp4
7, bel& f*C War conMrMtian
a. PEIMri deal grafting aM sae staaRealr
9. Cony- all temporary x MM" A'O 0 eawaeae
= UILDING ADDITION SITEPLAN
ImERICK C•UNTY, VIRGINIA
CONS TIRUCTION NOTES
1 The eAsting utilities drown an these plans any based On available :rdonehnn The CONTRACTOR shall he
:nesponsble (Or determining the exact bceaon Of all auto. nature comma ro of work amt for any damages whwlh
orxur by the failure to locale and pesadva th... immus. If Me CONTRACTOR snoula eomunler ubIMes other
Zan those on.. nn Inert pans. the CONTRACTOR snail Immediately nobly the engineer and take Me
gssary am proper steps to pi w the factor, eM assure Ina wWu..Wca of Monte
2. 'The CONTRACTOR shell have approved wdtslmdhon dmwmpa poor to the vert of conalructbn At feast one
dopy of apposed pans and revisions shall he kept on -she 0 a" tinea.
3. IDut &M fill stapes Mah not alce.d 2-hrozomo to 1-vaNgl unless otharynse .1k Iwo on the pans
4. tCatmoasd Fills
A. Controlled cOmpagron Shall actor in all of sedions for pevemem, hanefies lot utilities arb in other trees
ea dewgflalad on the pans.
a. Ca IOIIW fills snail rte wmpscad 10 95% dWVI as delmmtlred by methods pet Standard Stood, ASTM D
ON Carol shalt Me venfied by a qualified was engineer
C. CoMrdled tills shall be compacted or S Inch Me (inose thickoew) to IM speu"ed aensey. Important, from
the la snap ground surface unless otherwise approved lin weMrg by a qualified gats engineer
D. The suesces directly beneath areas It, rotation controlled MI are to an ,.bared, grubbed. and stripped of
Total The area Is that to oe s;anfiad and compao al to a dept of 8 Inches to the same density as the
controlled Illi to an placed thereon
E. Pot malenal shall he taken from approved nohow areas. 11 shall he clean son, year of repy. woody
vegetation, oversized stonesrockssandy won or other alrlenionaWn material
5 BWViM is dol MMMW w - 251eef of ousf ng, ulilift es wmout owner nrmrvon
e. Sloan sewer add payemwa mals Talked for on Me plans rater to Standard VOOT designations.
7 BENCHMARK. 2 epkes in A apply lode near the soNhwee comer of the pndpeny - Mlvaban - 718.84
a All man and ale edge of Moot, edge of pavement a Ian of wl as aboamea e.
9. Waero pans can for matchag existing pavement lin the "Ile dart of way Me CONTRACTOR shop Provide cut
adnt or aspmh oveasy ae added by VOOT
10 All disturbed R.0IN monuments are 10 be replaced and vented by a certified laird surveyor at the
CONTRACTOR'a expense
ii Alli f NOIOn aM mMeea poposed lof the pudic right of way Lull conform 10 VDOT standards am
spedllcalkns
12 Fire lanes sada be delineated as directed by line Fredtalrk County Fire Marshal
13. 7he CONTRACTOR stroll obtain pa rrissmr from the property owner Poor to conduchig any construction
earl a" she
14 T -he CONTRACTOR shall coormdale Me relocation of the existing utilities with the Soundproof, hila, company as
nwceesaly
15 All sanitary sewer and water supply consttudton shell Carton to the coment standards of the Virgmo
Department of Heath
16 All site and bulBlig Ipdhg snail be retailed to avoid spi"ovet oreo adando, pepene s
17. The rOM w shall provide adegtnte means Of coastal Wats anddi other o4wpmam par to onto" the
pltbk np9-af-waY
IT is IM contractors responsibthy to clean may slfeMs, away dust aft take nowlevae lee m
nenssery to undo not Pkl Mail ao malMatnW in a ataeti aM duet -Nee wrKMmn M s" limen.
9 'J
Oettrnher ll. 1996
Pe r.0 avert PL. C.
1015 Rodkork A,m
Saw, 2M
W'im-kesar, VA 22601
RE: CUPwIl- MINTER-LEWIS, PLC. F'ORIKKIUSCREEK COURTRY
MARKET, HR w A -MD
Mani. iswv:
This Ibae a W CMG=mtuw.ken by de Fr yrock cone, hoed d9spervioesa ref seem
of0aeriw IL 19W
Sirce:yrblwliiaaatrpaw dear 141pis+leerwapMrd waW'MY4'ed w
e Iwo w. rrwsr pedar pet 1• eMadmerMrraapamrd tr pdwd
sada Apollo WReed,4013.90.rabw4spmdrd�4WssYarfaSaeiaa
CwapOw
I. Admab mnttee auberiwd eegpmred trdeplrprleaWee peirq ay
aeemRfsaacuviy.
f Aghr4 epwmaf lhu feiliry «eNd�ie tar wiY rtgaaaaMa4adewvl
.Pont
]- NraM4Is7a�raadaepiipaM aeasaaoaMaas.eaaOrlea
w Aa4rama Mas plr4slaaaLe6a�asatrwM. aseP4Mpaw,y
dfmaTbhvm" •Mi armYlaefwY�flpeMba,rte/Pathtlfa, Y!
Y4tAsrpeiss.yaabe.
s. nr nmdwi �mMYaaaltrbOlwLeire.0aralrarrarltollN
a a Y r• as4 of imeea r at Jaime e W sa
4 Ttr"Rani Mmoftmbs4Taw r *Amgtrade iew4W
teapallrs awUlaalMpNr61fY 4aaatpm trrYelalMslm
T. Tb pmftdb rOaprplmddo wobKei be ear LOAM raiaaPa
aTwllw4gipraWwalllrpq WaadlaapM V tra s4a/ W eAw
M. 6666 Mm -
Zambia A&.Wl
WWMVw
a: Omenhwtreefa wow
ane aram. aawa rasa aawEaP Aare
'RIOT
A�alli wmkton this project shall conform to the latest
Editions of the Virginia Department of Transportation
(VDOT) Road and Bridge Specifications, and Standards,
The Virginia Erosion and Sediment Control Regulations
and any other state, federal or local regulations
applicable. In the event of conflict between any of
these standards, specifications or plans, the most
stringent shall govern.
V2. A11 construction shall comply with the latest U.S
-
Department of Labor Occupational Safety A Health
Administration and VOSR kules 4 Regulations.
V3. when working on VDOT right of way, all traffic
control, whether permanent or temporary, shall be in
accordance with the clizent edition of VDOT's work
area protection manual. Furthermore, all traffic
control flaggers must be certified in accordance with
VDDT'z January, 1994 (or latest edition of) Road 6
Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to
regulation, control and safety of traffic may be
subject to change as deemed necessary by VDOT.
V5. Prior to initiation of work, Contractor shall be
responsible for acquiring all necessary VDOT land use
permits for any work on VDOT right of way.
V6. If required by the local VDOT Residency Office, a
preconstruction conferenceIII be arranged and held
by the engineer and/or developer with the attendance
of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
V7. Contractor shall notify the local VDOT Residency
Office when work is to begin or cease for any
undetermined length of time. VDOT will also require
48 hours notice for any inspection.
vs. The Contractor will be responsible for maintaining
adequate access to the project from the adjacent
public roadway through construction and maintenance of
a construction entrance in accordance with the
Vircinil Erosigz & Sediment Cgl2jrol Fiandhwkusec 3.02.
Furthermore, access to other properties affected by
this project shall be maintained through construction.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
I. all WE RaN6.1. 2 n('AVATE A 4'X ! TR Cif
wSURIT ALONG THE UWE W
3MIr89
10,
3 STAPta MM MICKr1L 4 aacEnu. AND L ALT
To now A srmm WE WAVATW 8011.
R IIAg THE Tamm,
/
"our
�J
SHEET FLOW INSTALLATION
(PER9PBCItvE VIES)
I
I
4
I I
row= A saw" IM loom TRW pe S.
DRAINAGAWAY IMALLArM
-_ (FRONT ISMATON)
COUNTY. VIRGINIA
amuo_ aim
ASSY. ASSEMBLY
BF BASEMENT FLOOR
BLK. BLOCK
BC BOTTOM OF CURB
BSBD. BASEBOARD
C&G CURB k GUTTER
CMF CONCRETE MONUMENT FOUND
CPP CgRRUGATED POLYETHYLENE PIPE
CMPA C RRUGATED METAL PIPE ARCH
CO CLEAN OUT
DIA DIAMETER
EDP EDGE OF PAVEMENT
II FLOOR
FFF
FG FACE OF GUTTER
PA
Ga. GAUGE
GV GATE VALVE
HCR HANDICAP RAMP
HDR CIURB 5 HEADER CURB
HP HIGH POINT
HTR. HEATER
IPF IRON PIPE FOUND
IPS IRON PIPE SET
1
4
INV INVERT
LP LOW POINT
R
MPD MULTI -PRODUCT DISPENSER
MH MANHOLE
NDC NOSE DOWN CURB
NTS NOT
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
PL PROPERTY UNE
PVMT PAVEMENT
RCP REINFORCED CONCUFTE PIPE
m
RED. REDUCER
R.O. ROCK OUTCROP
STD. STANDARD
or 2
T.B.D. TO BE DEMOUSHED
T.B.R. TO BE REMOVED
P. TO BE PRESERVED 4H
YFIELD
THRUST BLOCK
TEL TELEPHONE
TC TOP OF CURB
b
TYP TYPICAL
ARl9
UGE UNDERGROUND ELECTRIC
WL WATERUNE
SITE
WM WATER METER
nae
/
5'R RADIUS IN FEET
,J
srew.rrr.rtiia.r
iiewar.ar.rr..r
s Inn. r.w.ruw.4
el
VICINITY MAP HAYFIELD, VA 1. =
rr.. •.n r. -S. r.r
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e rriw...r...r
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ZONING ADMINISTRATOR
FREDERICK COUNTY, VIRGINIA
Site Plan Expires Five (5) Years From Date Of Approval
LIST OF Df�AIUINC':
SHT. 1/2: COVER SHEET
SHT. 2/2: SITE PLAN
Rs
XO.�?,`Jlf,I:) -
45
�949`ac .n`2
18Aau Jd OF
G
Z -`-Tab 0,
)HN C. L W S '2.
021621
1PA0HMRc:,LE`ffl89 PoLC E,
302 South Braddock Street, Suite 200
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimile (540)662-5793
JOB NO.: 9604001
DATE: 20MAR97
SHEET:
1/2
40-A-101 I 40-A-102
'LES W. k BRENDA D. NE CO 1 RAYMOND 8 EDITH SEE
40-A-100 ~ - 4765 NORTHWESTERN PIKE I 4769 NORTHWESTERN PIKE
CORING R. 8 ANNA 0. NAIL VANCHESTEIR, VA 22603 NINCHESTER VA 22803
40-A-99 4747 NORTHWESTERN PIKE ZONIINC. RA ZONING: RA
B. SMERWOOD HEDRICK 1 1 WINCHESTER, VA 22603 USE: FRESIDENTIAL USE: RESIDENTIAL
4789 NORTHWESTERN PIKE 1 1 ZONING: RA _ _
WINCHEZOER VA R SIDRA
ENT 22603 -_-� I I USE: RESIDENTIAL -- USE RESIDENTIALIIT 1
l
/ 50 EASTBOUND WdES _ - - -
ROUTE _ - ------ r- /
ONE WAY SON DETAIL
_ -
--_-- -- RDSTEp SPEED OMIT 55 MP
SITE DISTANCE
500'+ ITE 0' 'AN u•. �. I I I 1 I�
/ _ --�- ---- -A- -
EX.
Ex 150.00' - - i M ES
150.00' RIGHT TURN - 1 -- -ROUTE 150 WESTBOUND -_ - - -. --
r
TAPER�-
_ / w -A -RA
E.no Tlr✓G tN. PA � - ._.-- - WILLI AS
-
TRANCE -a, - ���\ - / WI
T N -E ' � � AM J k BARBARA C. SMEVp(
-r �r p. 1{B HOGUE CREEK LANE
_ ��- ' •' �_ NCHESTER, VA 22803
E.YIS7�NC •�- - �� 3N.00 _ -- 4 ZONING: RA
REPLACE woT :arPA_
'r --- MONUMENT, L 5 �� i1 -
�yTpyUSE: RESIDENTIAL
o �� SG CC -7 FLUSH MOUNL_ _ .. i8. __ -� / g A� E - 4.
_ _
&- 5• PARKING SETBACK
SP/KE /N POWER POcE `
EX )wco A%w 700.82 a 6vy PROP. RE -LOCATION
OUT=7O0 PROP. DIESEL OF IX. TEXACO SIGN ,fin^655 EL£V.=7/S.Ea,
�> AIPHPt2Y, LwS: I INV. In= IO EY l
AH9KIYAW7E [LG7.gP EX t'A'tT 67W X16rl f � _ \ FUEL PUMP
/TO a"y ("'G / '� -- ISLAND h CANOPY I I CONC. WH / /� EX WELL \ / $
4, ,3FS1.'r"N e .PA1ti'l' l I O --
-� .t fX 4sp1w7 / 1
X1`1 �� 7'--- -�� 20.00 AX wv, :oi -PRaP. E
,e F_ TCH IX. PVMT. AREA I _ I I BID,ROW ._
o 1
/ 60' BRL
m m \ I PROPOSED CANOPY LAUD�E ,-
CO. LOC T 300 FEET DP- 1 1`IIk fX. KEROSEN'FF,, pump AND 4 MPD ISLANDS ISIAND(TYR)
B' FENCE, LOCATE 4' GFH EDP 1 1 RELOGI-T PfOWN£R I 1
A$ SHOWN 1 Ic 3.0 END HD
EX. MA!N
R4. £S7 EN'CE�O
� ••7.60 EX IS[ �
EXTEND 4' SW - I - F - - _ _ - _ ~.p0 -y4 / L- SEPT/L' TANK)
- 1 1
Ex e%: `LoIN'G FOOD' Fu rANN so G. c
-I SERV. 8 �r I 1 11 11
22. JEJA r PROPOSED 7c 1
^ - - R P C{b9MBEP ,1y
1^ m 12 Oo \ i ,A .,``r_ COVERED 1200 SF I I �I
PORCH MAT ISTI 1�
✓ •-/r,qo -- _ ___- __ -_ _ _ 8 � � �"C O `.g 1�
6
' L'N4/N-UNk
NCE B..4. m CII
00 6f REF.
ZI I I se f .- cave u/nr6 nw I ^ x
\ ' REITAIL
o _ xL� qno \ m Ic
L -X. �� ru ,OE 2.00' Y
J I nOL" F'D, �. £X. �/cX. RED MAPLES
O 4 PROP. 4' 7 RN- // L _.
Bw4E1M"r i
CA
`Dow C. S/ £X POLE R WIRE
NA x. C OA'l 7101V n .. [ O. \
\ a_
ERA r/Ort 1 ,: S0.\
� \ \ _ -_ MATCH EX. PVAQ.
=EX. NU BOARD \ �>(r \
\ EX. GRA VEL '?CAD*
-� U ro k, \ \ 1 tlp1 1 1
\ \ g g 9'X20' STNBG\ ACE
1 N \
INSTALL (9) EASTERN \ \ 1 Y'1
EE \ 1 1
1 \ 29 SP. • 9'X20' � \ _ LT �"� \ \ \ \ \ \ 1 ` ` 1 VAN
WHITE PIN 5 O 20' C.C. \ \
AS SHOWN. TREES TO __ �LiC� •\': 20'X10' \ \ X1,1
\ \ \ \ \ 1 \ \1 1
r4- _ TREE LlflE - GOING PAD BE A MIN. HEIGHT OF 8'. WITH yy�� LEAF OAT \
PROPOSED FENCE DETAIL
NOT TO SCALE
1_ 2x4 TOP RA
1 1x6 BOARD,
FRONT k BI
TOE NAIL EI
W/2 -"EA.
1
2.4 MID RAI
B -4x4 POS'
1
2.4 BOT. RA
ATTACH RAIL
EMIL W/3-1Oo(EA
12' DIA. POS
FILL W/CONC
NOTES:
ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2.
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED.
FINISHED SIDE TO FACE ADJACENT PROPERTY,
CONSTRUCT DUMPSTER SCREEN USING THIS DETAIL.
AREA UGHT DETAIL
NOT TO SCALE
SEE SITE PUN FOR APPROX. UGHT LOCATON(S)
ALL LIGHTS SHALL BE POSInONED
TO PRECLUDE DIRECT II.UIMINAPON OFT -SITE
3/4-06- THWAOED ANCHOR BOLT (TYP)
COORDINATE SPACING AND NO,
Z O'D PER STD MANU.
PROPOSED 34 WE Y a
Z
,. �UCOC
36' MIN.) Z Q
N STIRRUP
4-r R AR -3' MIN. CLEAR v O
CONCRETE(3O(ID PS) Y (�
Lai y Y
lAJ W V
BY 6 CONIC BASE 05 REBAR O 8• CC EACH WAY U a
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INCRA CONCRETE SLAB DETAIL AVEMENT DETAILS
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