HomeMy WebLinkAboutARB201400105 Plan - Approved 2014-08-04• • • ,♦ r • •
TM 78 PARCEL 10A
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
MINOR AMENDMENT -1 (SDP- 2007 - 00142)
1. THE PURP05E OF TH15 MAJOR AMENDMENT WAS FOR AN ADDITION TO THE EXISTING
BUILDING AND ASSOCIATED PARKING.
2. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 12.
3. THE EXISTING SIGN SHALL REMAIN_
4. TRASH REMOVAL: NEW DUMPSTER.
5. THE RESTAURANT USE SHALL OCCUPY 1.0 ACRES.
6. THE MAXIMUM IMPERVOUS AREA 30,460 SF
7. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC.
SP1
Cover Sheet
SP2
Notes, Abbreviations, & Legend
SP3
Major Site Plan Amendment
SP4
Profiles and Computations
SP5
Erosion and Sediment Control Plan
SP6
Adequate Outfoll Analysis
' SP7
Details
SP8
Lighting Plan
SP9
Landscape Plan
CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORTATION
ALBEMARLE COUNTY FIRE AND RESCUE
ALBEMARLE COUNTY INFORMATION-SERVICES
VIRGINIA DEPARTMENT HEAL I H
SUMMARY OF AMENDMENTS TO ORIGINAL SITE PLAN SDP 2002 -00066
MINOR AMENDMENT -2 (SDP- 2008 - 00027) MINOR AMENDMENT -3 (SDP- 2008 - 00167)
I. THE PURPOSE OF THIS MINOR AMENDMENT WAS FOR ADDITIONAL PARKING AND A 230
1 THE PURPOSE OF THIS MINOR AMENDMENT WAS FOR ADDING A PERGOLA TO THE
SF PATIO-
PREVIOUSLY APPROVED PATIO AREA.
2. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25.
2. NO NEW IMPERVIOUS AREA WAS PROPOSED.
3. THE EXISTING SIGN SHALL REMAIN.
4. TRASH REMOVAL: EXISTING DUMPSTER.
5. THE RESTUURANT USE SHALL OCCUPY 1.50 ACRES.
6. THE MAXIMUM IMPERVIOUS AREA WAS 34,278 SF
7. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC.
THIS MAJOR SITE PLAN AMENDMENT
1. THE THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR ADDITIONAL PARKING,
2. THE MAXIMUM IMERVIOUS AREA WILL BE 36,805 SF.
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NRCHAEL F. MYERS
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DOM. PROJECT NO:14.004
INDEX TITLE:
SP1
SHEET NO: 1 of 9
DATE: 06/09/14
SITE DATA & GENERAL NOTES
ABBREVIATIONS
LEGEND
�nge9
SITE DATA
GENERAL CONSTRUCTION NOTES:
ceceRAt
EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION
C
�o 3T
OWNER.
.SSAU� ut
1. Prior to my Construction within my existing public right -of -way, ncludng connection to any raiatng rood, a permit Shot be
�'
obtained from the Vagria Department of Transportation OCOTI This yon ce drawn may tat oeawotely refect the
ARAN AaANDOH(FD) uAX MATDAIY
- PROPERTY LINE z SLY TO TOP OF CURB ELEVATION
I'm I.." MONTAN Ion
wAaoTR.suE VA ]2sm
regaemerhts of the permit. Vbere my discrepancies ocmr the requkemants of the permit shag govern
2. A maleiide ad construction methods shag conform to anent specificotiors and standards al VAT Yale- Otherwise noted.
AW AD.JUST WIN MINIMUM
_... -.. _... -_. 12•Be BOTTOM OF CURB ELEVAT04
ADJACENT PROPFRtt tFk
3. Erosion and siltation control measwee shag bs n accordance with the approved erosion control
Provided ' plan and shill be
'[
w
Fry assawa a cnsrs ar nnc. w e2b201
installed pRIYANNN to my dealing, gracing or other canatruction.
AD AHEAD YON YRADYENT mncFrTE
VACATED PROPpttt UNE x TYFL ROOM LINE ELEVATION
•-
•�
4. A sopa and di3twbed was are to be fertilized, Weeded and mulched.
APXS APPROXIMATE MC NOT N CONTRACT
Y64 I: NVAwA
5. The maxinun dbeable slope is 2:1 (horizontal: +ticol . there reasonably obtanade, lesser slap- of 3:1 or better are to be
._.. --_.- EASEMENT z 1YEOP EIKE O PAVEMENT ELEVATION
W
sOR¢ a earoxrr suRWr DOwwoN tTtaeFHrn moo
achieved.
6. Paved, rip -ray or sablizotian at fined dith may be required when in the opinion of the Canty Engineer, or deiignee, it is
BC BACK OF CtA9 N15 NOT TO SCALE
_y o- WLDK SOBACK f Y SPOT ELEVATION
Q
`
raoa GRAPHIC DonweoN OKWcum FIELD STReWD MAY M4
deemed nec -soy n order to stabilize a damage cfimnd.
7. Al traffic cantrd vans shat conforn with the Vrgnb Manual far Uniform Traffic Control Device,
BfE BASEMI FLOM ELEVATION OC ON CENTER
_ OAD TO UNE x a2YW TOP O MALL EEEVATION
\
B. Ude- otherwise noted d c ncreto pine shag be reinforced concrete plea -pass M.
BY BRUJNOUS OH OVERHEAD
--
TiS PROPERT'r 6 LPGi{D N 2aE x a ROLa YAP WamSWJdA
9. Al -mwti- for underg -d ppe installation must comply with OSHA Standards far the Construction Industry (29 CFR Pmt
.., ,.. .,.. 20WNC LINE A flew BO1lCN O WALL E1EVAnO1
THIS PROPERTY 5 NOT M A P000C WATER S.VLY FKMD l
1926).
Bt BACK PE POLYETI ENE
°P
WIlkiliffiliGilm VIAL NEAR ema OF 9Efea caeDt u . Anus'
10 b retaining rags ae subject to seporott permit approval.
BY BENCHMARK FORT PERFORATED
LIMIT O DISRUBANCE ..,. � TEST R7 LOCAMIN/BOaNG LOCATION
cc ce
9A11"A ""1019°"
GENERAL CONSTRUCTION NOTES FOR STREETS:
es BOTTOM a SLOPE PROP PROPOSED
' BaO'MAfO'
o
H. PRIVANNA to my constructim within my existing public right -of -my, Including connection to my existing rood. a permit shot
- ....... _........ F AXOPIAN LAAT
�� ��. muNn,
be obtained tan the Wgihb Deiparhnmt of Transportation (VDOT). This plan as drown may not ecarotely reflect the
CB CATCH BASIN PRVC PROVIDED
IRO9 FOUND
Si smM:, AtBEMAR E m]Nrr SERVICE AUTHORITY
requirement. of the permit Where my discrepanda ocea the requranmts of the permit ahCN govern.
2. Construction iowtlon of d proposed roads within the development wed be made by the Canty The contractor must notify
CG12 ACCESSSLE CURB RAMP IM PAYED RATER MY
-... - or - psm ZOE
RMA
THIS Pg9fRiY 5 item W. nwFWY maly4r tY EPM Covkw,
the Deportment of Engineering (296 -5861) 48 hours rn adwnce of the start of consruction.
... DtA - RESOURCE YNHA(T?ENT AREA - - 'p ONOERDRAM
V T H OF
3 Al material. aM construction methods shag conform to current specifications and standards of MT. AN -vati- fa
4 CENTER UHE RCP REINFORCED CONC OT PPE
iPA
RPA - iESpIRQ (PROIECTON AikA ...__� ORAINA(E Ltlk
dY'h pi
2 F
waem u5E WCa_
ao d stdotim moot with OSHA Standard. far the C,na -Um, Indu
gr pis h wmply n .try (29 OR Part. 1926).
'n
0, CRAM Ua( REM REMOVE
EBQNSG hve. no -Ana firofD PAewC �Yl
4. Erosion and dtal'an control measures shag be provided occardar- with the approved erosion control plan and must be
- s - R� DRAIN
ti
installed pRIVANNA to my desng. gradng cr other constructfm.
S Upon completion of fine grading and preparation of the roadbed sbgrode. the Contractor rid have CBR tests performed an
CM CORRUGATED YETA PIPE SEm REOUNED
EDGE O GRAVEL
-
MICHAEL F. MYERS
Y6i11BLE69OLNLIE>flii s
the aAiprrode wt. Theo (3) copies of the tat results shag be submitted to the Canty. If a wbgode sag CE R of 10 or
cow CONCRETE RET RETAIN
� �- �� UE
U, No. 3.-3028
•r,w... EXA NG - 3d
Raotc s net dztalsoloe, a revised powment design ahaN be made by the design engineer and srbrrutied with the test results
EDGE OF PAVOIENT
y
PARKING . NY
to approM. N
The
CY CUBIC YARDS RT PoCiT
_ �P _
CG-2 � � 6' a� 7RE)RbH BR''81
0
PAMana SpfEpEtE
6. Al slopes and disturbed mean ore to be fstRzed, seeded and mulched. maximum allowable shop. Z 1
TO R/W RI(Ni O MAY
-•- MATER Ilk
\��
ssIONAL
PANaIC SPACES iEawED.
f] wVC, S ACE I'M 3
(bona- Vertical Where reasonably obta bbl 1-Wer lap- of 4:1 or better are to be ochiewd.
7. Surface drainage and pipe discharge must be retoired within the public right -of -way, a within easements p9VANNA, to
C/C CENTER pTIIER
RAR REMOVE AND 85903
u-]
....,. ,... STANDARD C CURB
..... -•'+• - FINE PROTECTION tfk
ENG
U47 3/1000 3 • 13 - W 7ACES (NMu 2m s PAM)
acceptance by VDOT. A drainage atfd easements are to be extended to a ho ndory line a o natural .ater<- The
CAG CURS AND GUTTER
CG-6
canfrocto, vhall field reify the length of d slam drainage pipe .... COMBINATION 6' CURB A GUTTER
OA DIAMETER RAR REMOVE A RESET MATEA SERVI[E UNE
PAS'' SP PROVIDED
E�TSa SPrm - s2 drO+OES a H NEACAP SPAS
'IDA�S
8. Guardrd locations we g appropriate
appruarnale. Exact Ion tin, location Lo and ka and tr, in the will be field determined at the time
of constructonn. AdditlorM guardrail may De required at laatbns not. shovel Shen, n the opinion of VOOT, Me Director of
Fl FIEVATDN SO SIGHT DISTANCE
CFT
.._........ o8lBNAna C CUB l GUTTER - c - GAS
e
IEW - w (SPACES t (lIJS 9Attj
TOTAL - iW SPACES
rog, th the Director=s designee, it b deemed ad Whan is required. it shag Installed lair (4) test
UNE
STRIPING
m
MAIaASe ALLpm . m • 11 . e2 3Aas
offset row 1. y Shoal cr to
offset from the edge of powmerhl to me Iona of guardot, d roodway shaMder wWthe shag be iwmsed to sevon (7) feel
EFV ELEVATION SO SWARE
FIRE off
�- - -a•.-ELECTRIC r�
• A PAOwG OETEWNUnm FROM THE TYPING AWltSWAiIN TD AL- n
NaIaED
Albernale County Engineering l Pudic Wales Policies July 19M Revised 30 January 200.3
9. Woes urban cress sections we installed. al residential driveway entrants, shag conform to VDOT CG -9(A,B a C).
ES END SECTOR STA STATION
-� -
AaTIMM PAema IDua WAS APPROhm Awl IS a SHOT 71
10. a.. nwd acres sectita as installed. d residential driveway entrances shag conform to VDOT standard PE -1.
- LMUKRCM ELECTRIC
t" �N BUILDING ENTRANCE
Uf0 BOEDHAE: 1t. Pave0. a stabilization mat lined ditch may be required to atobghe a drain channel when, in the non d MT, EW ENO WALL SW SOEWAUt _ -aY -
�raP r FNNh RIP .. o1EPokN1 rELE9HCNE LINE
Or]
PRE- rEVELONENT R PaST- DE"Oa1ENT s
mLL 5.247 3 as 5,217 3 ao
the Director of Engin -g, a the Drecoars designee. It b deened necessary.
ER DYSTING SWLL SOLO WHITE EDGE UtE
h.
y.. tINhBNG DOLT(
ZO
c
PAW- 2R0]I 3 aaa %e6S s 36.3
12- A minimum door rare of ten (10) feet nom the edge of pavement veal be maintained on ag re kkinfal subdivision Streets.
- -- -Vin - IMUR .eD TEEEP KK LINE
• B
NRMaIS W.m9 3 I. z>,� 3 ].T
WaL &5.]Tr 3 fm rs.]Tr 3 wo
AddiU wad dear zone ma be required d do on U. Cat of road datio
y °par Wen 9
EXIST EXISTING SWLL SOLID WHITE LINE LWE
5
..
r
dt a
t1 etell, ce with the rninknum tov The c width, slope shoulder width ma ditch sections. es Whom s. the typical pavement alloSection
detour, wind M strictly oBwed to The Cr-n sloe bind be maintained as whom on the plant EuAgliau WE not be doted.
FON FOUNDATION T8A ro BE ABANDONED
p❑ DLAPSTER PAD -� ^- CARE Tv
' -� --
Cx7 e
C
m
14. M required sigh. (stop, street name. Weed limit sign, etc) are to be furnished and nslded by the developer pRIVANNAr to
...._ _ F�+h
SN71
acceptance Sign, and their instalati- shag conform to •Abernale Canty Road Nfnng and Property Numbering O'dnance and
FFE FINISHED FLOOR ELEVATION TER TO BE RDIONED
. 1- n MW M17
Manual' and the Virginia Mahud for Uniform Traffic Contral Devices. The locations ofd sign are show an the plans The
GD (FADE TO DRAIN TC TOP O' CURB
� DRAIN MANHOLE
<
developer "I be responsible for muintenonce of the sign until the rood, how bees accepted Into the slate secmday, road
,yet -. The speed link, to be posted on Weed limit sgns are to be determined by VDOT pRIVANNA, to acoptmm The
tTON FORD TS TOP cif 5t.(PE
STin GUARDRAIL
E 1LUC STUB
p
Road limit la to be posted 5mph below the design Wad.
15. Rood plan approval is subject to find subd i.im plat Validation. Shedd Mu hsd plot tar this project mere pFaVANNA to
NGH TYP TYPICAL
.... _.. N000 GUARDRAIL
0
sgnmg aril recadoUm, then approval of these plans shall be " and void � FLARED END MOM
i6. Traffic control ar other regulatory s a barimd- shd be Installed b the deed h the Dim of the Director orY Ngh Y Wert ap
U LANDSCAPE AREA W O10ERfRORD
- PATH
ci
of EngrwerMy f the Glow 's designee, they w deemed necessary in order to provide safe and convenient access
test___ ____. _. `/ IEADWLl
17. U- VDOT atandad CO -1 or CD -2 underdroin under the sa"ase material at al al and IN trap tuns and grode wag pants. LCD IAAT O OSRUBANCE YESC HVA ElS CONTROL HANDBOOK TREE UNE
18. A wdm comer, i spectim is required far ag storm sewers and adverts that at deemed Inaccessible to VOO inspections and
O
o
€(
P`
we to be accepted into VOOFs montenmc , program and ownership. The video inspection shag be Conducted in oacerdmce
IF LINEAR FEET IDS YARDS
- -' MID MNNOUE
- FENCE
with VOOT's video toners Inspection procedure and with o VOOT and/co County inspector present In oddition, if high - density
CONTRACTOR'S COORDINATION RESPONSIBILITIES
Polyethylene (HOPE) Pipe a pipe system is Irstded, the contractor and a r�esentative from the pipe manufacturer skald
LT LEFT 492 - EXISTING CONTOUR
.r SEWER CLEA MIT
- -- - -� - --- STONE w11
1. THE CONTRACTOR 6 REQUIRED TO OBTAIN ANY/ALL PERANITS REWIRED FOR
hold , preconatructi- meeting far installation training.
9Z =PROPOSED CONTOUR
4922 - ELEVATION AT PAYD/ENT
IETANNG WALL
M1NR VALVE 3 BOX
ui
y
caNSTRIILTKnN OF THESE PLANS
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
- - - - STREAM /POD /WATER caR3
Co
cj
Z ANY THE WORK 5 PERFORMED OFF -97E OR W711iN AN E70517NG EASEMENT,
1. a prim approving outhafty nu notified ma reek pl11VANNA to the pre- coneWctian canferanca, one redo
FIRE HYDRANT ASSEMBLY
ZO $
THE CONTRACTOR IS TO NOTIFY THE NO-OR OF SAND EASEMENT AS TO THE
pRIVANNAr to the camnawwTrnt d land diabsrbng acttvity, and are week pRIVANNN to the find Inspection.
_._ __ ... _ _ _ - DETENTION BASH X91 MTLR MEYER
Vi
NATURE OL PROPOSD WORK AND TB FOLLOW ANY GUIDELINES OR STANDARDS
2 M erosion and sediment central -row .it be cmatrucld and mantoined according to mininorn .tandord.
UTILITY
VINIW ARE ASSOCIATED WITH OR REFERENCED N THE RECORDED EASEMENT.
and Wecifications of the Wginio Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00
Er..ian and $dint. Control RegAOtia s.
...... _._... - - SET FTDWE W M7FR WILL
�
3. THE CONTRACTOR IS TO CHECK THAT ALL EA3YENM LETTERS OF PETIVASSION,
3. AB eovm and sdwront cohtrd measures are to be ploced pPoVANNA, to or as the first step In dearng.
ARV AR RIDEASE VALVE w MANHOLE
C
ETC. ARE RECRDED/OBTANED PPoVAINAR M THE START OF ANY
4. A copy d the approved erosion and aediar art Cmtrd plan shag be maintained an the to at all Linea
BOA B.011 OF A55E1BLY PVC POLYVINYL CHLORIDE
- If - Cowl" - GAS VALVE
CONSTRUCTION.
5. PPoYANNA to carmmcing land disturbing activities in area other than Indicated an these plans (incuding, but
not fnNted to, off-site borrow or ante creasy. the caatrector shag submit o supplementary frosim whtrol plan
CO CEANOUT Ron RA OEVATKN
_... -. -.___ -m- IDO CONTOUR d.
CAS uETTF
4. CONTRACTOR TO YOM ALL SITE PLANS AND PROFILES AND DETAILS FOR
to the owns far retiew and approval by the p1m approving authority.
Ctt GMBLE iElEW90M Son SANITARY
-
CONSISTENCY AND F CONFUCTS DIM CONTACT ENGINEER FOR CLARIFICATION
6. TM cmtrxtor is responsible for Installation d my odditand erosion cmtrd mea s res necesaory to prevent
.. ® PARKING COUNT
AND/OR DIRECTION. NTEAPRETATION DETERMINED BY CONTRACTOR SHAT. BE
erosion and sedimentotan es determined by the plan approving authority.
land
O M� NLE'f SCC S70fI1WATER CONVEYANCE C1ARtk1
O ELECTRIC YAWNAE
x
PONE AT NS/HkR OWN RISIL 7. N disturbed areas are to dawn to approved sdimant control measures at ag ft. dwing disturbing
find is O�OL"
5. THIS CONTRACTOR I$ TO VERIFY THAT THE AELOG7KM ff All EA9TNG
activities and during sTe daMOpmmt untl WtabiEZOtim achieved.
8. Deng dewatering operations, water WE be pumped Into an approved Storing device.
9. The Contractor shag inspect d erosion central measures peRIVANNAdicdy and after each runoff producing rainfall
OP DUC11lF RON PPE ID SiETII
ELEC ELECTRIC SIR DRAINAGE STRUCTURE
® ELECTRIC lktER
® ACCESSIBLE CURB RASP
+ POE
kt1UTES N CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING
UTUtt POLES.
event Any y «pole a deaap to mantas Us effectiveness of the erosion cmtrd devices shag be
UGHT
I
�, HANDICAP PARKING
6. CONTRACTOR Wig FENCNC AND TREE PRESERVATION SKJNAGE
nm d tot.,
made torrtely
10. Al IT 7 note to be s Il be horn an approved, designated harm tea.
it., A w-ts m. wind be tan- tam Wproved mate sea Earth tit shot be next materials only, hoe of
M FIRE HYDRANT rn TAPPING SLEEVE J VALVE
N FORCE MAIN W VTUtt POE
(_'- .. O TELEPHONE YANHQE
VAT- AIXESSBLE HANOCAP PARORC
❑ /RANSFOIaRR PAD
CD
O 'd
ALBS ABLE C
REl7lAYED BY N$IIA3E COUNTY CODE.
roots stumps wood. n&bisfe, shag other debris.
wood.
YGG.
Y."
NOT RELY SOLELY ON ELECTRONIC VERSIONS 6 PLANS
12. Borrow a mile was are to be redanhed will* 7 days of completion per Zoning Ordnance action 5.1.28.
FAC FRAME AND OO EJr, W. WATER LUE
UTILITY POE
E--g E
7. CONTRACTOR SHALL
FROM THE
13. AN Wert materids seal be trmaparted n Compliance nth section 13-301 of the Code of Abemorle,
SPECFICAMINS, AND DATA FEES THAT ARE OBTAINED DESIGNERS,
BUT SHALL LOCATION O' PROJECT CATIONS$ N A2:ORDANfLI THE
14. Borrow, BI a waste activity involving hdusVid -tie power equipnml shag M limited to the hour of 7:OOmn
FRIG FRAME AND GRATE WW WATER NEU
GUY POLE
W E--H
Z
W
ES OF HE PLANS D A
PAPER LOPES OF THE PLARS AND S��iG710N5 THAT ARE SUPPLIED AS
to 9:OOpm.
in lalan to
GT GREASE TRAP rN WATER VALVE
O
2.. �-h
PART OF THE CONTRACT DOCUMENTS
a safe mane that montane
15. Borrow, Po or waste activity sr,N be candmag worst, or oiler
hazfil to damage to odJaceni land and inprovenanti aril damage to any public
U
d CONTRACTOR SHALL COMPLY WTH ALL WERAD PERMIT REWRD"TS, IF A
stra b any pesmi physical
street became of viole vnkkhe catapx
GV GATE VALVE 6Y 6' YAK
,,,,_ „�,., ,,_
-. YATpNRIE
Z
PUNT DOM
i Instal. remove t conwl to permanent
i6. The developer shag reserve the rhjd.
the
HOPE HIGH DENSITY PoiYEMWFNE
w
9. CONTRACTOR N TED BE PLANS) 9BLE FOR ALL NOT LIMITED X ALL U
E NOTED CN P.AMS BUT NOT LIMITED i4 ALL
.1 -bbl, ardess of ode
magernenl fadltta .here opplicoble dl erosiaf control meosrn required by this plan regordas of
of my IoL unit, building or other potion of the prW�y.
17. y snag be teWaary, as aril Seeing to 75 bs teal and n the
NV INVERT
NOTES
1. THE SIZE OF THE SYMBOLS WAY VARY FROM TIM SHOWN
, di
E•-'M
Qi
CD
)
TRAFFIC 90 5
ETC. RE ALL
STORY SIGNS, 7RA BEO1UIR ALL
STORM DRAINAGE Nk PNG
i. of Ag.
Coed ranter Rye, a n March
the . to to Consist o 50 . d o
September t
months of Se of A-.l Hof
2 AL ABBENAilON6 AND SYMBCB SHOWN MAY NOT BE USED.
W
(/]
O
CE NTH AI IV
MOPoC 91NL BE N ACCORDANCE N1H fAVL1DitNG W7HOtl7E5 REN]UIREMEINTS
H BE I
PROJECT SITEWOM SPECIFICATIONS AND SHALL BE APPROVED BY 91CH.
n-.1 By, ugh A us German n
shag April to consist. err Arxwd Rya a May through August to Wansirt ore cemm uN.L soot mild, b to be ACSA GENERAL WATER &SEWER CONDITIONS
ixt
applied of 8abs/IOOsf, Alternatives we subject to approval by the County erosion control hapecta. 1. TY SERVICE AUTHORITY
W �
Q
E¢-•
E
AND
ALL COST SHALL BE INCLUDED N BASE BD.
18. Permanent stabilization shag be Hi,e and fertilizer. Permanent 3w&4 and mulch. Agricultural grde limestone
shag be applied at 90bs/IODOst. ince paroled into the top 4-6 ashes of Sal. Fertlizer shol be applied of
(ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE
PROPER ACSA OFFICIALS AT THE START OF THE WOW
fir'
E-
C
IO.CONTRACTOR SHALL CONTROL bi WATER RUNOFF DURING CONSTRUCTION! TO
RESPONSIBLE
IOOOIbs/ocre, and consist of a 10 -2D-10 nutrient mix Permment seeding ahol be applied of 18011as /acre and
Td Facue 0-5% Peremial Ryegroa Kentucky Bluegoa Straw is 7
THE LOCATION OF EXISTING UTILITIES A,GIM THE LIE OF THE PROPOSED WOW ARE
�U-..
LO
6a
PREKNT ADVERSE IMPACTS TO OFF 97E AREAS, AND SHALL BE
consul of 95% Kentucky 31 or and or math
NOT NECESSARILY SHOWN ON THE PUNS AND WHERE SHOWN ARE CNLY APPROXIMATELY
O
d
M REPAIR RESLLTING DAMAGES, F ANY, AT NO COST M OWNER.
to be applied at Wes /100sf. Alternatives fa subject to approval by the County erosion Control inspector.
CORRECT. THE ON HIS OWN BWRATIVE LOCATE AL UNDERGROUND
E-+
It.. MIS PROJECT DISTURBS MORE MAN ONE ACRE di LAND AND FALLS WITHIN
T DISTURBS
19, Maintain- M measures ore to be inspected waxy and after each Tantd. My dar ge a clogging to
o to be repot irmedatdy Sit traps are to be cleaned whwn 50x of the wet stooge
NECESSARY. ,
a"
H
1TH VIRGINIA MANAGEMENT PROGRAM FLAP). O]ERAL
it-turd meosres
Volume is filled with sediment. Al seeded were vac to be reseeded when nets -ay to achieve a good Stand of
~ Q
E-
w
CWSTRUCT)ON PERMIT (GCP) PROGRAM AS AOI NISIERFD BY THE VRpMA
grass. Sat force and divmaim dykes which we colloctrl ailment to hill th r height meet be denied and 3.
AL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
THE
d
O
DEPARTMENT O' CONSERVATION AND RECREATION (DC R) UNDER THE
repaired immediate .
GENERAL WATER AND SEWER CONSTRUCTION SPWFI ATDNiS, AS ADOPTED BY ACSA
Z
Z
JURISDICTION OF ME EPA PIVANNAR TO THE START OF CONSTRUCTION, THE
20 AN temporary arxim and sediment cmtrd meosres ore to be remesed within 30 days W find to
inspector. A.
DATUM FOR AL ELEVATIONS SHCAII GEODETIC 91RVEY.
(x
CWRAC70R SHALL FILE A OCP NOTICE OF INTENT WM THE DCR AND PREPARE
stabilization, when measures are no Iahger needed, subject to approval by the County erosion cintrd
N NATIONAL
O Q
J
A STORIMIER PREVENTION PUN N ACCORDAECE WM THE V9P
21. This plan shag be rid if the owrher does at obtain a permit within I year of the data of approved. (oats
�
REGULATIONS.
Protection Odin.,. -U- 17- 2046.) 5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
CG
~
$HNl WM Al U7�TY COYPAtAES FOR
22. Pe and te d leaded seas within nine (9) months alter the dote the land (1-
t wity
800 - 552 -700I}
12. CONTRACTOR COORDNAIE
INSTALLATION REORREYENTS AND SPECIFICATIONS
caan
. ester Pr
dislurbhq activity wmmmus. (Water Prolectbn Ordinonce section 17 -2078)
disturbing
6.
ALL WATER SEWER PIPES SHALL HAVE MINIMUM NE THREE (3) FEET OF COVER
N
A
MEASURED TROY TFE TOP O' PPE, OVER THE ONTEIINE OF PPE THIS INCLUDES ALL
FROM E DES
EOM. PROJECT NO:14.0(
11 CONTRACTOR SHAT BE RES1p19BlE FOR 9TE SECURITY AND JOB SAHET/, FINE HYDRANT LOOM. SERVILE LATERALS AND WATER ONES. ETr
CONSTRUCTION ACTIVITIES SHALL BE N ACCORDANCE WIN OSHA STANDARDS
AND LOCAL REQUIREMENTS.
7.
All WATER AND SEVER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROAD90E
INDEX TITLE:
DITCHES.
14. ONTRACTOR SHALL DISPOSE OF DEMOU'DON OEM N ACCORDANCE WITH
APPLICABLE FEDERAL, STATE AID LOCAL RECLUTION& ORDINANCES AND
8.
VALVES ON DEADETD LIES SHALL BE ROOM TO PROVIDE ADEWATE RESTRAINT FOR
('y 7-�
\' 1 J
STATUTES.
THE VALVE DINING A FUTURE EXTENSION OF THE LINE.
.S lE
IS ElOS71NG UTILITIES SHALL BE TERMINATED, IR4E5S OIFFRWNSE NOTED, N
S,
TRETS ME NOT PERW ED N ME VISA EA4I V Y.
SHEET NO: g 9
CCWOBIANCE NTH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS It. THE CONTRACIm SHAL R RMFOC QE W aaMPLY MRe H nOiE/p IEGV2AT1m EFFECT* JAUNTY a
SPECIFICATIONS, AND DEWLS. THE CONTRACTOR SHALL COORDINATE UNITY
zaz
Of
SERVICE DISCONNECTS WIN THE UTILITY REPRESENTARVFS
DATE: 06/09/14
ARB NOTES
i. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
2. EACH OUTDOOR LUMINAIRE EOWPPED WITH A LAMP THAT EMITS 3,800 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF
LUMINNRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FOM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM
t Tm 78 ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS
Parcel 10 ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. -
i Esiain 20' Carma2 Auto Superstores 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINT�jHYED AT, MATURE HEIGHT: THE TOPPING
q T4Pe7S OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPT" THE OVERALL HEALTH OF THE PLANT.
Dronage Eosemmt DB 3369 -663
DB 1726 -356
`--�" DB 1919 -443
DB 1964 -184
- \ Zoned. HC -EC
\\ i petdni g Wd/s 6' A, HT Use: Used Car Dealership
RF __ -_ - - -_` l '___ \ - \\ \ \ t / / r - PROPOSED
RET. WALL
RPII_ "SW45S97
446.99' -
PROP, 2 � Z e . CCr -2... . � t .�L , e
.497.7 `' t ^+ a 4 ).8 -y O,P 4q 8 i
n_\ �6
wdp t® Pod .!
v 3
® eta \ �Extstina) 20 t t - i To a w:e 4g9. 1 w/aaak w� i
\ Drainage Ellaenant. �agg -4
E=g L1eb
\ s= +'- --'o.- -4Eustirg.Porkirv/ o.'�Pi`. i.� _ - Exiztiy paying s
iighl i b. \ Parcel 10A
Nee ° -- e— - - --- a-- ev��-.�
pd St �- -o _ J€ �! 1.50 Acs °
Ayi. a< t _Vassalos LLC
2 DB 1964 -184
DB 1965 -32
HC -EC --
\ rYF4 78 MA
TM 78
3•R
} x SaWPER 3
...�., .� Parcel 71 '.
8.008 Acs \+\ \ .` e} \ ks �\ \ _ �� _ 'x 4935 •R 493.D xg
Albemarle Land LLC- '� 4 '
\' DB 1919-443 \ _ - - \ YR
�DB,1964 -184 X - - - \ 7
Use: - Cant a M \ 1 o & \
\ �4
as
CG -Z R EsisNq Cab
e•r �.`` �PRCP LR,.2 ou °. 10*611 '' x:a,guy STR -25_ i t
i .
CE 7 2�„�.
\ \ Ex TOP.48a84
i MAJOR SITE PLAN AMENDMENT 488.7 = SPOT ELEVATION AT PAVEMENT
NF
SP3
v \
•f
/ \ �\ `v _ - - -�. \ s ;' •yam
E-Wrij 20'
\
Drainage msement
i Parcel 10A
1.50 Acs °
\ 6•ea� \ i \ \ \ .s �� m —Vassalos LLC 'x:or) '�8 • fu_ --
\ y.. � - - � DB 1964 -184 '�' ��` V-
'� \ °?�t \ 1 I {lf • e: - DB 1965 -32
— lamed: HC -EC \
\ \ t r
711 78 \ . \t} \ \\ \ \\ - ._ - - _.-1508 �� i 311
Parcel t 7 _
8.008 Acs t \ \ e? \ \ \ �.. ;z.-
30 °x�r' Pi
Albemarle Land LLC t �i' ®\ - - - sR
\DB 1919 -443 �i d'ti "_'°" �._i
1964 -184 \ ` - - - \ \ Z ._; ! ✓ \' \
Zoned -BC -EC
Use: Variant
\ \ h -490
\ \\�^�.
STEP SLOPES (MANAGED) \ ?
K-2-' XJSTING CONDITIONS PLAN
SP3
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O
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Existing t -Stag 804(11ARtt
B. 97 2 ElEv -497.2
FFE 5,017 SE Tatd
CG -72-
Exist. 230 SF. Pd,
Exist Pergd
Over Patio W
odes Beams
d St-I
Columns v
Existing Parking
26 SPoces; O 9', Width
- Eosin ing Edge of 1?avane
Tm 78
Parcel 5ZB
Free 'Bridge Auto Sales "
DB 1965 -32
Zoned: HC -EC
Use: Automobile Sales k Service
CG111IYOr nlr4pe
Mtls
.eHYer.� dm
gi $
0a�Y
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FFE 5,017 SE Tatd
CG -72-
Exist. 230 SF. Pd,
Exist Pergd
Over Patio W
odes Beams
d St-I
Columns v
Existing Parking
26 SPoces; O 9', Width
- Eosin ing Edge of 1?avane
Tm 78
Parcel 5ZB
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DB 1965 -32
Zoned: HC -EC
Use: Automobile Sales k Service
CG111IYOr nlr4pe
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m smm Ambp Orxe
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tlb t] mY 1.000 eamebdapwxeewneemm4b • �ms+MUa x
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3 PARKING APPROVAL LETTER
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20 0 20 40 Bo
SCALE: 1 - =20'
\� o
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Ranon „
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20 0 20 40 80
SCALE: 1 - -20'
vw,� sa PW Mmanra rP r
a.ad vw u..bmae meryou n...e+tlbm
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b p4e:IeM1p
axPerm. b Awr a M :a+no Aidtletlwh osYmYtl esd o m.6aM. w
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ft
Z- McCupry, AI C.P.
zmb6 nadnmem
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MICHAEL F. MYERS
Lk. No. 33028
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DOM. PROJECT NO: 14A
INDEX TITLE:
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SHEET NO 3 of 9
DATE: D6/09/14
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p.nr.ow a Dry ea.erseN bbe a amen a.4aeq poe.s..
pr4msebwebtltlyxbdQrndan wmerrdma.paowmwA
ab.°mew o~ �tr.xx. e+w astl.xx bn neo..reenmsrrn,
3 PARKING APPROVAL LETTER
.. ,� 423.41 "•s - _
20 0 20 40 Bo
SCALE: 1 - =20'
\� o
L Sign
Ranon „
BQIT
20 0 20 40 80
SCALE: 1 - -20'
vw,� sa PW Mmanra rP r
a.ad vw u..bmae meryou n...e+tlbm
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cod i +sari, .ba.0 . bx a 624606b M.d.l aitl a.d.bbe r.4W e
b p4e:IeM1p
axPerm. b Awr a M :a+no Aidtletlwh osYmYtl esd o m.6aM. w
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arow Ptlb.'A9 b tle ImYb Oianrb
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ft
Z- McCupry, AI C.P.
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MICHAEL F. MYERS
Lk. No. 33028
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DOM. PROJECT NO: 14A
INDEX TITLE:
SP3
SHEET NO 3 of 9
DATE: D6/09/14
I
Line
Inlet
D hg
Wel
I
R-ff
1-
0
0
0
Inlet
Cwt
Jund
Gun.,
Grate
Crass
Cross
Guile,
Guner
Na.
ID
Arsa
T
tlel
CoN1
0
Carry
Capt
Blp
ER
Len
Type
Sl p
W)dt
SI, Sw
I. S,
Dept
Spread
_ RCP 0 (LNL
(ac)
(,NM
(1-ft)
(C)
WO
(ds)
(Cf.)
(dO
I %)
(A)
(A)
(Mt)
(II)
(gill)
(R/R)
IA)
(n)
1
2
0.70
50
5.19
0.75
2.73
0.00
2.73
0.00
100
8.00
Cwb
Sag
0.50
0.050
0.043
022
4.75
f STORM INLET CALCULATIONS
I_Ine
Inlet
IMStn
Drag
R.-ff
Irxr
Totem
tnlat
I
IoW
O
Inver)
InvM
Line
Line
Lire
CaPap
Vei
Pipe
Nn.
ID
LnNo
Area
Cceft
CxA
CxA
Time
kAel
RunoR
Cap)
Dn
Up
Length
Sbpe
Size
Ftd
On
T2vd
_ RCP 0 (LNL
(ac)
(C)
485
( )
(�>tP)
Icrsl
(ds)
It)
(A)
(ft)
( %)
(m)
(ds)
(rtlz)
(min)
1
2
Out1a1
0.70
0.75
0.53
0.80
5.0
6.70
5.24
3.52
x83.72
483.66
27.71
0.50
18
7.46
4.46
0.12
2
3
t
0.36
0.77
0.28
028
5.0
6.70
1.86
a8a.06
48x.52
91.63
0.50
15
x.58
332
0.51
1-11§T-IT, 2TORM DRAIN CALCULATIONS
100
a
o
�
JUU
L95
o
W
-
495
PROPOSED (BADE
E
27
' - 18'
190
0 0.502
490
185
_ RCP 0 (LNL
CL At RP RAF
485
1.80
460
■
- ..
1.75. .__.
475
470_. -.._.
10 +00
11 *00
4 OPOSED STORV SEVER PROFFIZ 3 =>
SP4 --
VERT. SCALE: 1- =10'
gq
\ G
PROP. . 2 2 -, qSs
` _ ` I F .E zfa+q 20' •� EBe CG-2 SanllorY C � i To Be Rm Eosann� (c- Orome9e Ep-hent 919 PG 446 \ C W
q To r! O 0 CI +��• �� o� 3 o �' •�� �� Parcel l0A
N L!9)'tades 1.50 Acs 7711F m
m VOssalos LLC ,
"k� \ DB 1964- 184
DB 1965 -32 p a a
- -$oned HC -EC °
TW 78 h4 1
Parcel 11 ` j*' • . 2L SCUPPER 3915 �61T H Op D
8.008 Acs. \ °T m \ ^ . fs. 3r c? 'R q 3
AL6e- -Le Land LLC `•' . , - - QiP1 d s3.o.x.
DB 1919 -443 \�\ .,i'.•,%�'' '' r ,i' R v i
N, 1964-184 - - - MICIIAFI F. MYIIlS
Zoned,- .HC -EC a Exist CG-2 Lic. NO.33028
E)L,WN• To Be Removed
Use: Pnchnt p„t8g\.. _
3
cc
. CG-2 fi6stng 15- a R ExExitFsg NG��
t,o h 70NAL
Bu 10'x125 -R _ i J ,4.90
1
EX TOPa400.84
20 0 20 40 60 c
3 PROF': LE PLAN VIEW ` SD4 =Za
1 ,
i
510 510 C)
o _ _
505 " Si ^a - . - ... x ~ ... 505
a
500 ._ 500 ;
495 495
__.. PROPOSED. GRADE ......._. _..... ._ .. ............. __.__........
490 .. .:..... ....... __...... ..... 490
465 485
_ .........
.MAX
MAX 8R 145'
F.. _ _._. _:. 480
C
475 F Z Z
470 470 u E-
..._ ... .... ... .....
465 �
W
465 .. �_
�_._ _. � dam•+
460 E-
w O
455 _._ 4 4 x .. .. _ 455 �+ -4 =t
450 ~ � � lic 13 . 313F00 450 a" Q+ U �
10 +00 11 00 12 +00
E- E-' F a
ow
THE PURPOSE OF THIS PROFILE IS TO SHOW THE AMOUNT OF FILL IS LESS ,d Q'
5 Ep 'I G S I AR SEW R ROF(L p EX3 => Effi THAN 15.OVER THE EXISTING SEWER L NE AFTER CONSTRUCTION. O z [L
SP4 xowa. scmE 1' =Db'
9ER1. SCALE: t - =10' ,� �
ACSA TO RENEW CCTV BEFORE AND AFTER CONSTRUCTION �
TO ENSURE THE PIPE IS NOT COMPRIMISED. IF THE PIPE IS �" W
COMPRIMISED R WILL BE AT THE DEVELOPR/APPLICANTS 2
TO REPAIR rn
DOM. PROJECT NO:) 4.04
INDEX TITLE:
SP4
SHEET NO: 4 of 9
DATE: 06/09/14
c
PH c
AP 4 E
- - - -1- AP 4 Lu
tri4AP 0
AP
RAk Sw
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F.MYERS
WIPAPER 2 __PAT 2 —
Lic. N. 33028
1p.
:6 4951 !*'ONAL
so c 4951 $40 1 A YR
LOD � 5
APER BIR 4
LOD APER BIR 4 35 'R 493
7
R R 493.5 493 0 1
R 2
4910
ST
LOD
MAX DA TO ST-, MAX DA TO
AC
LOD 0.77
0.77 AC Or
z
L (CF)
lig � — w
5 'R R
U3
7
777��� Sm W
5TR
7— H W, 2
RD A Vi
ITCH 88---
4U41'
............. of
BUD'6--- ED�MD 8 BUD 6``
10
X - TREES TO BE REMOVED 20 0 20 40 60 20 0 20 40 60
r-l-' EROSION & SEDIMENT CONTROL PLAN -PHASE I SCALE: 1'-20' 2-- ER0Sl0N & SEDIMENT CONTROL PLAN PHASE 2 SCALE: 1-=20' 2
\,SP5 E�
CONSTRUCTION SEQUENCE
1. PRO'4DE CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS 14CLM14G SUPER
STLT FENCE AND SENUE14T TRAP.
Z CONSTRUCT FILL SLOPE DURING CONSTRUCTION OF FILL SLOPE DIRECT
UPSTREAM RL14OFF TO RIP-RAP DITCH AND SEDIMENT TRAP.
3. AFTER SLOPE IS CONSTRUCTED, CONTINUE To DRECT UPSTREAM RUNOFF M
SEDIMENT TRAP AS SITE IS BROUGHT UP TO GRADE.
4 STABILIZE SLOPE AS SOON AS POSSIBLE AFTER CONSTRUCTION OF SLOPE.
S. INSTALL STORM SEWER SYSTEM AND PROVIDE INLET PROTECTION AS SHOW
CONTINUE TO OIKCT RUNOFF TO SEDIMENT TRAP UNT11- FINAL SITE
STABILIZATION IS ACHNINED. CD
COMPLETE FINAL GRAMA RETAINING WALL CONSTRUCTION. F94AL PAM14G M40
CURB CONSTRUCTION
7. REMOVE SEDIMENT TRAP ONLY AFTER FINAL SITE STAEPUZATION AND PATH E– C)
PERMISSION OF COUNTY INSPECTOR C>
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DOM. PROJECT NO: 14.0(
INDEX TITLE:
SP5
SHEET 140: 5 of 9
DATE: 06/09/14
ADEQUATE OUTFALL ANALYSIS
I- CHANNELS A, B, AFD C WERE ANALYZED WITH A TIME OF CONCENTRATION OF 5
MN EACH, THIS CONSERVATIVE EST9UDON WAS USED TO ENSURE THAT THE
E10SING CHANNEL WAS CAPABLE OF HANDLNG TFE OUTFLOW FROM OUR
CONSTRUCTION 97E AND THE FLOWS FROM CARHAX
2 AND 1{E 2 � VAOCITISESWDOONNOTTEEX THE wALLLLOOWAai
\ELOOTY FOR THE EXISTING R& RAP.
3. THE ROW 7FNOtK91 THE EASTNG 36' CULVERT UNDER ROU(IN RD WAS
ANALYZED BY TAKING THE FLOWS FROM 1,E APPROVED HOLTFHOUSE
491�AL W02 2' THE 0 LEAVNG THE MH EX2 To MH Ex1 IS
4. RUNOFF FLOWS TO THE E)OSTINC, S70RMWATER MANACDAENT POND LOCATED ON
THE EAST S� OF ROUON RD,
S IT IS THE OPINION OF THE SUMATTNG ENGINEER THAT THE OINFALL IS
AOEOUATE,
Q OF 49.11 FROM WHITEHOUSE COMMERCW, 229 CAWULAT)ONS
Culvert Report
M•4»E+O.ae+4•�•enr•A.4nsye A,4eGapa GMaJey A,m4M,uc
Elev {Iq
asl.00
_ 202
1.52
Existing Culvert Under Rolkin Rd
tV2
wven�, a>v ]BIDr4
Invert Elev, Dn (ft)
Pipe Ler1pM (ft)
= 431.40
Calculations
Inverl Elev (f 1)
Slope ( %)
= B3,�
= 1.59
Qmin (cfs)
49.11
Invert Elev Up (ft)
Rise (in)
= 432.40
432-
Qmax (da)
Taik ester Elev (A)
= 49.11
49.11
Shari
Span (In)
• 36.0
Circular
. 36.0
Highlighted
!2
No. Barrels
= 1
Q otal (ds)
= 49.11
"Value
:0.012
Q�e (ds)
= 49.11
Culvert Type
Culvert Entrance
= Circular Concrete
Qove top (016)
Veloc Dn (ftk)
= 0.00
= 7.45
CceR. K,M,c,Y,k
= 0.0045 2 0.0310.69` O)2
(R�a)
852
HGL Dn
:
Ernb-lunent
HGL Up (m
• 434.68
Top Elevation (ft)
= 440.72
Flw Elev (ft)
43&00
Top WWU1(ft)
CrestV=(ft)
= 40.00
• 75.00
Hw/D Ift)
Flow Rags-
• 1.20
Inlet Control
' ` \\
`_`t;� \`,•I ! -., j // ?' f" j• ;l .. •�5 It 9
080
t ~i. ', \ :.' 1gS`INVIR `' .4 •� c>>p,8p
ft
SlE e
'7
\ -
S 61ADEOUATR ['AeAtta>a,T ,n,RAiivAi,E AREAS
Channel Report
rrr a ean.n sn.>.., A„ma.aeA,muoerAa 1oe>rti m.r
Elev {Iq
asl.00
_ 202
1.52
Adequate Channel Section A
tV2
w.una,a,,., w.ae rol.
Userd -f ned
a62
-0.M
Inverl Elev (f 1)
Highlighted
= 0.85
Slope ( %) 8.74
h (it)
= 35.16
_=
N -Value 0.025
0 (oH)
= 30.84
Calculations
Area (sal
= 3.88
Calculations
Velocm/(lUS)
7.94
Compute by Known 0
Wetted Perim (ft)
= 12.67
Known O (cis) = 30.84
Crit Depth, Yc (ft)
= 0.76
(Ste, EI nh(Sta, El, n)...
Top VMdm (ft)
• 12.60
(Sts, El, n)-(Sta, EI, n)
)
EGL (ft)
= 146
1000. �ar a�HS']'. .m.0 on)n0 ra..a]aa.n0aa}(�a n, w]ae. O.oxsr(St
Y..]e %o.0�
Elev m
468 oD
467.50
48,A6
468.50
468.00
465.50
.6500
404.80
• A 25
Sta pq
EXISTING 36" rrrl v> RT UNDER Rol KIN RD 3 ADE UATE CHANNEL ANALYSIS
SP6.__._.._ ..___..._�_._�_.__...._..__.___ ..__.
Channel Report
F. Lt "m
A•SA3AC
V • 3(.84 CF8
I
100 0 100
zoo aoo
SCALE; I-TU '
T- �•.......> a,ae„,w. an..md,e..or+�wcva ]osrraao4.,k o-2
Elev {Iq
asl.00
_ 202
1.52
y
tV2
\
x"
Us-defined
a62
-0.M
Invert Elev (ft) = 459.60
Slope ( %)
Highlighted
Depth (ft)
= 0.85
F. Lt "m
A•SA3AC
V • 3(.84 CF8
I
100 0 100
zoo aoo
SCALE; I-TU '
T- �•.......> a,ae„,w. an..md,e..or+�wcva ]osrraao4.,k o-2
Elev {Iq
asl.00
_ 202
1.52
Adequate Channel Section B
tV2
w.memy. a,1 to ror.
Us-defined
a62
-0.M
Invert Elev (ft) = 459.60
Slope ( %)
Highlighted
Depth (ft)
= 0.85
= 5.20
N -Value 0.025
Q (cls)
= 35.16
N -Value .0.025
Area (sqft)
4.47
Calculations
Velocity (h/s)
= 7.86
Compute by Known O
Wetted Perim (ft)
= 10.14
Known 0 (cfa) = 35.16
Cop Depth, vc (ft)
= 1.14
Known O (da) • 39.14
Tap Width (ft)
= 9.98
(Ste, EI nh(Sta, El, n)...
EGL (ft)
= 1.81
I OLa aaa5]HSO],.]4,py, 0.orvHfl9e, +]q a0, O.OnH4.80.>eafa, 0035Hfi b,
rW..9>, 0.03])
= 1.98
Depth (ft)
2.52
Elev {Iq
asl.00
_ 202
1.52
480.60
tV2
46066
452
a62
-0.M
460.50
50 -0.a9
450.06
Channel Report
M=n>w, � Eauagn 4aumwaMmGDE arri0a�.a4av� be
Adequate Channel Section C
wao,>.ar.la:a 10,.
Uaerde8ned
Invert Elev (ft) = 446.72
Highlighted
Slope ( %) = 7.97
Depth (ft)
= 0.65
N -Value .0.025
D O
= 39 -14
Area (s Tt)
= 4.23
Calculations
VelocftY(fus)
= 9.25
Compute by Knov n 0
Weted Perm (ft)
= 10.06
Known O (da) • 39.14
Cr ft Depth, Yc (ft)
= 1.03
Top Wm (ft)
= 9.92
(Sts, El. n) -(Sta, El, n)
(ft)
= 1.98
10.00, uawHeae..w.a. omsul>n «arz oozsur]sa...aas, a�+H+s.aa.aoA
a4n)
Depth (it) Elav (N
t'p 449Of
448.50
moo
448.00
DAC) 447.68
447.00
eta
446.5D
44&00
.. ra 12 14 10 1.60
Ste (1)
30.6m Depth (ft)
228
1.78
128
0.78
)28
0.22
ry r2 14 t6 is ID 172
Sts (it)
aE {
X03?
C (1)
C
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MXMAEL F. MYERS
Lie. No. 33029
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DOW. PROJECT NO:] 4.009
IN.. TFTLE;
SP6
SHEET NO .OI g
DATE: 06/09/14
2* Sid 9.J
3' SM 25.0
�3
J'• r`Y>
�' �✓ > 8' 21 -A
4#31-CAL AVM a, pT To scAiE ._
— ���_��� OanppPted Soq
1
— III = III = III = III = III — III —I I �= III —I
j-- 4.5' M IN --1
2 TEMPORARY DIVERSION DIKE rDD'
SP7 NOT TO SCALE —
NOTE: THIS DETAIL SHOWN FOR INFORMATIONAL PURPOSES ONLY IF REQUESTED TO BE IN57ALUD BY COUNTY INSPECTOR.
p 4ry
�KMCHt
7" I I it 1
TARx 0.Diu
5 a MDUNiI$E g[py
(aPMrvµ)
SIDE ELEVATION
sr..c waxy
IV -
^
I
emnnD
vA�AAr
A MG I �rosnE mAwA{
R 17 urv.
.ST
x ro smwar
x�xc oc a
PEEK L.axo E Arorx
o< ixmcss .wl Eris
roGCAna PLAN VIEW
A I v \CONSTRUCTION ENTRANCE UTAII (CE)
S.
U JCALE
r' SET PoST3 AvD IXGVATf A ayi
eADnE Atpx� M tRX
f'OSIS
3. SiM eaxe r[xCrvG To T [ I,
FLOW
J. AW A M FAeR1C TD ME MAE
f�IF+O rt wrD rr�c Tq['N�;x.
a. IXG Avrsn � �xCi �
Jill
FIAII OY -
III
�� Lx FAQ
Axp trvRE ut1D TIK TR(xDH.
r4TER FAetyc
%eSILT FENCE D Zro se -
Ouxet Dinmetar Discnarge Apron
t eny Lt UPStream
Structure Pipe {in) (cts] (t Ooxnstreom
I IA' J.52 ID.DD APran <$to {tl Apron Wy to (ft Sionle Sze
1I.5 Cloys AI
LEE WA
INED
i ,..
FILTER CLOTH 5i:::.:.
RECOMMEN
FOR
ENTIRE PERIMETER
OUTLET PROTECTION TABLE
SP7 Not To sale
WIRE SCREEN
�� 'GRAVEL FILTER CONCRETE BLOCit -�
RUNOFF, WATER WIRE SCREEN
WITH SEDIMENT OVERFLOW FILTERED WATER
SEDIMENT 2' x 4'
WOOD STUD CURB INLET
SPECIFIC
MI5 METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPAOLITY IS NECESSARY
TO PREVENT EXCESSIVE BONDING IN FRONT OF ME STRUCTURE
'CRAVTL 5HALL BE VDOT 13, 1357. OR 15 COARSE AGGREGATE.
CURB INLET PROTECTION (IP)
SP7
NOT To SCALE
A
A
PIPE
OUTLET
PLAN VIEW TO FLAT
AREA
WITH NO
DEFINED
CHANNEL
d, =6
OR - - --
a =t z'
FILTER CLOTH HEY IN 6' -9';
SEE11ON A A RECOMMENDED FOR
ENTIRE PERIMETER
OUTLET STRUCTURES ST -6, CULVERT C, SB -1, SB -2 A SB -3
Tempor_ or— Sediment Trop Colcula lions
CROSS SECTION OF OUTLET
CLASS I RIPRAP
TEMPORARY SEDIMENT TRAP DETAIL (ST)
OT To SCALE -
O
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MICHAELF.MYERS >
Lic. N. 3-3028
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DOM. PROS
INDEX TITLE:
SP7
SHEET NO: 7 of 99
DATE: 06/09/14
E-
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R;4�
4.6
(CY)
(CY) (CY)
(CY)
0.77
51.59
4 68.3 51.59
2 SI.B
Are
0'
T
ORIGINAL
Dry Vol ume
D2
_
H GROIND
IG NAL
ELEVATION
GROUND EL
- B A e
t
ELEVATION
Wet Vdume
O1
FILTER CLOTH
EL - A (Exco ted
"COARSE
CLASS I
AGGRECATE
RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
TEMPORARY SEDIMENT TRAP DETAIL (ST)
OT To SCALE -
O
C,:.
E-+
z
w
z
W
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a
to
a
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0) =�
0 (D
Q)
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0
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MICHAELF.MYERS >
Lic. N. 3-3028
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DOM. PROS
INDEX TITLE:
SP7
SHEET NO: 7 of 99
DATE: 06/09/14
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tt b.c, oz It to
TO It to to b-o to b
is TO to It It to to %a
Wc to to "tz $0 to 'cc
5A to t0 TAB iwl 1.3 6f i.r to
bt It t
ma, v
\t to to to to to GA to I./ "Io, It tt It to
to to to to •It V2 3 1.8 1!,5 11. lu to to to It
ct to to It .,CjD 11 It
t o To to 8 15 1 0 �12 3.. to to
U t-c c 'o
V5 t6 42.a g. zo
0 to to V .2 13.9 �3 1.7 .4 t - ,c 3. 4 te - ) I C to t. It It Ija
5.0
4 .0 .4 7 7 L2 0.8
4 iz s 1.0 'at
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1 .1 73..1 4
Go I.v It It Zo 1.0 It
be &I 1 1.5 JZ R�l 8 %.4 2 to
b." t.g b.0 c a TA
10 to to to
f*i 52 3.4 13
0 00 ILO *1 '42 2 77 5 21 9 m 63
to I
5z It I-o b4 If I'D I I kfi °7.e t 9 t 414 t.5 .0 be Ic to to PROPOSED LIGHTS (2)
z AIL OM LIGHTS E)DSTING
to ba to o
h Ill 1. %.7 *4
11 7 .6
S to 'Go to
• Go I-- to It/
I bj 1&1
1 6 41 G.
.6 /it Z.o to
tl
16 b.6
!L
. % -
Lo It to GG
04 4
It .9 2
'cko b,l
4.8 .6 12
.4 4 1 12 2. &7
*4
o to t0 T.0 G• 1 11.0 14 0
ZA 5.3 1. 06 14
6.2
A b.9 o. 5.
7).0 1�
to to I: o to b/ �44 16 5.8 5 15 I6 TI .3
•
8 3.
to to to It t/ 24 1 lA 1.7 9
6 IMB bb SA
t
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to
b£ to 14 to t 1-2 .4 55
/.&6 h4 1
1/ It It ba
I. , to ba to -2 4
.7 4 316 5.4
1
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N�
-'4e asW floadway Ser*s
547 .1
ALL FD(7URZS SHOWN MEET IESHA CRITERIA FOR A FULL CUTOFF CLASSIFICATION
POLES TO BE BROWN TO MATCH E)aSTDIG LIGHT POLES
IT. t. Z--- to 1.6 1 1.3
W t✓1.2, t.1 I bm I.o It to Excel-ime Luninai e Schedule
Pro ject: TIP TOP RESTAURANT
to 'a cl to to .1 6 1. V2 %A I 5j Z. I. to synbot I uty I L.b�t event IL-- ILL' I Description
11 1 Along 11.000 1
I, s•, to 3 1.: 2 SINGLE 11700 SMR173MA
to to
to 5c to
1 .3 ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
t,u to oc 4 1.6 4 ILI, It It. to
KExceLine Numeric Summary
�l I, .. It It. tt Project- TIP TOP RESTAURANT
tz, I, G �c tc - . �11 Is 4 1.
L.bet CaicType Units l A,g Max Min Avg/Min Max/Min
a\• 5 1.4 1 so to B.o to Parking Lot FC at Grad! Ittuninnnce lFc 1.13 15. 0.00
JFc 10.00 10.3 10.0 10.00 10.00
1.6 FC He yo,d Prop Lin, I -n-
ly QZ/ I I�o t.e It
to to 10 STSHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT GRADE
tG �-3 to I �.9 1.0 1.1 V.2 ALL VALUE
FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE ONLY
to to to 6,0 1.7 1.1 ha To c
ae to to %.4 �k 5.9 a ty a to to
t'o *w 1.9 h to to
lo 0 ILO A. '1, 1.2 W2 5.6 GA
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to to I: 40 G0
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by
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MICHAEL F. MYERS
Lia No. 33028
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INDEX TITLE.
SP8
SHEET NO: 8 of 9
30 0 30 80 90
SCALE: 1"=30• DATE: 06/09/14
l
\ 1 M
\ 1
\t\
i
1
THIS TREE TO RE RELOCATED
OUTSIDE OF SEWER EASEMENT
AS SHOWN
TREE TIES, SEE SPECS
MULCH BED AROUND TREE
TO BE 5C UARPANO
EXTEND TO BACK OF CURB
AND EDGE OF SIDEWALK.
WHERE METERS ARE 51Dl:WALR
LOCATED CLO5E- EMEND
MULCHING EQUALLY ON
6' PLANTING STRIP
BOTH 5 OF TREE TO
g
MATCH
THOROUGHLY
SET TRUNK PLUMB. SEE
PLANS FOR EXACT LAYOUT
WATER METER
AND SPACING.
p ��
TREE TIES, SEE SPECS
EXACT ;��t��l� ►1il
501L. AND PLANTING SOIL
FROM Tor 1/3 OF ROOT
BALL TWC) TIMES BALI
TREE PLANTING
PLAN: PLANTING STRIP; TYP.
N.T.5.
o.t
PROPOSED TREES
TREE BOTANICAL. & MINIMUM HEIGHT OUPNTITY CANOPY TOTAL
KEY COMMON NAME CALIPER PLANTING RANTED 10 YEARS CANOPY
9etalp nigro 'HVitoge-
T-IA - 10' -12' 3 397 sf 1,191 sf
ifailoge' Riser 6rC1
.............._._........... .._. - ____.__ ._._ -------
T -2A QIa Pin Osk stns 2 1/2' - 7 419 St 2,933 sf
TO .aaopy 4,124 9f
SEE PLANS FOR EXACT LAYOUT. SPACE
PLANTS AS SPECIFIED IN RANT UST
OR AS SHOWN. ADJUST SPACING AS
NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHfTCCT.
MULCH 3' DEEP
IMMEDIATELY MTE
PLANTING AND WATER
THOROUGHLY.
RANTING PIT 1
PREPARED 50L FOR SHRUBS
SOIL SURFACE —
ROUGHENED
TO BIND NEW 501L
SET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE
THAN I • ABOVE FINISHED GRADE
REMOVE BURLAP FROM
TOP 1/3 OF ROOTBALL
3* TALL WATERING
BERM
I-1`I1,15HED GRADE
NOTE FOR SHRUB BEDS:
SEE PLANS FOR EXACT LAYOUT. SEE 5PECIFICATION5
FOR EXACT BED PREPARATION, PLANTING SOIL, AND
PLANTING 501L AMENDMENTS.
%_SHRUB PLANTING DETAIL
Sig rm To w4E
EXISTING TREES
TREE BOTANICAL k MINT, HEIGHT DUANTiTY CANOPY TOTAL
KEY COMMON NAME CALIPER PLANING PLANTED 10 TEARS CLAY
T -i nos mim; N ComponWat 3' - 3 99 s( 297 sf
'OName' Roserklq Oxery
T -3 Oataegus Ph_- P1'mr11 2 1/2' - 5 145 sf 725 sf
Washiaytan H_UMpm
T-4 B,W,; igrp 'Heritage' _ 10 -12' 7 397 sf 2,779 sF
Yleritoge' Ri— Birth
Nex a attenuate 'Fosteri
T -5 - 6 - -7' 5 16 sf Eq st
... Foste tidy
Coti— coggygna
T-6 s 6 2 163 st 326
Royd PVpl4 Snakebea
Ouvcua pduslris
T -8 ft 2 1/2' - 6 Fl 9 111 2.514 sF
Oak
T -9 Amdmldliw wIodensic - 6' -7' 7 130 sf 910 sl
ShodNOW Sw.4cabaRy
Total C.,py 7,631 sl
EXISTING SHRUBS
TREE DOTANK'.A. k MINIMUM HEIGHT QUANTITY
KEY COMMON NAME CAIPER RANTING RANTED
S-2 1 T1k 2a,ud' Ab.W - 24' 11
S-3 Wlssoewda, c d tIM - 24 TB
Card Bda ..
S-4 VA w' w 2a 7
D.,_ 1Aa y i"
._ -. .._._ .. _
5-5 M'" T-IIft s td. 1 c.mar'
.... Ta.s4 ca,KAar aooy AbW _
S -5
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 150 LF /50 LF = 3 TREES
PROVIDED: 3 TREES OK
STREET TREE CANOPY - 297 SF
PARKING AREA TREES:
CANOPY REQUIRED: 0.05`41.500 SF-2.075 SF
QUANTITY REQUIRED: 1 TREE PER 10 SPACES
101/10 = 10.1 TREES
CANOPY PROVIDED: 5,202 SF OK
OUANTITY PROVIDED: 16 TREES ON
TOTAL CANOPY:
REQUIRED: 0.10.65,337 SF = 6.534 SF
TOTAL CANOPY REQUIRED - 8,609 SF
EXISTING CANOPY PROVIDED: 7,631 SF
PROPOSED CANOPY: 4,124 SF
TOTAL CANOPY - 11,755 SF ON
DRIP
5Wh
DOe
20 0 20 40 60
SCALE: I' =20'
ENCE
CORRECT METHOD5 OF TREE FENCING
<" CORRECT TRUNK ARMORJNG
TRIANGULAR BOARD FENCE
3 TREE PROTECTION FENCING DETAIL
... .
eat ro xuvY
T� PfiaR, TON PL1N YIEe
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4
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DOM. PROJECT NO:14.
INDEX TITLE:
SP9
SHEET NO: 9 of 9
DATE: 06 /09/14
THOROUGHLY
1
4' COMPACTED tAIZT
WATERING BERM
EXISTING GRADE
SPECS 4
PLAN: PLANTING STRIP; TYP.
N.T.5.
o.t
PROPOSED TREES
TREE BOTANICAL. & MINIMUM HEIGHT OUPNTITY CANOPY TOTAL
KEY COMMON NAME CALIPER PLANTING RANTED 10 YEARS CANOPY
9etalp nigro 'HVitoge-
T-IA - 10' -12' 3 397 sf 1,191 sf
ifailoge' Riser 6rC1
.............._._........... .._. - ____.__ ._._ -------
T -2A QIa Pin Osk stns 2 1/2' - 7 419 St 2,933 sf
TO .aaopy 4,124 9f
SEE PLANS FOR EXACT LAYOUT. SPACE
PLANTS AS SPECIFIED IN RANT UST
OR AS SHOWN. ADJUST SPACING AS
NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHfTCCT.
MULCH 3' DEEP
IMMEDIATELY MTE
PLANTING AND WATER
THOROUGHLY.
RANTING PIT 1
PREPARED 50L FOR SHRUBS
SOIL SURFACE —
ROUGHENED
TO BIND NEW 501L
SET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE
THAN I • ABOVE FINISHED GRADE
REMOVE BURLAP FROM
TOP 1/3 OF ROOTBALL
3* TALL WATERING
BERM
I-1`I1,15HED GRADE
NOTE FOR SHRUB BEDS:
SEE PLANS FOR EXACT LAYOUT. SEE 5PECIFICATION5
FOR EXACT BED PREPARATION, PLANTING SOIL, AND
PLANTING 501L AMENDMENTS.
%_SHRUB PLANTING DETAIL
Sig rm To w4E
EXISTING TREES
TREE BOTANICAL k MINT, HEIGHT DUANTiTY CANOPY TOTAL
KEY COMMON NAME CALIPER PLANING PLANTED 10 TEARS CLAY
T -i nos mim; N ComponWat 3' - 3 99 s( 297 sf
'OName' Roserklq Oxery
T -3 Oataegus Ph_- P1'mr11 2 1/2' - 5 145 sf 725 sf
Washiaytan H_UMpm
T-4 B,W,; igrp 'Heritage' _ 10 -12' 7 397 sf 2,779 sF
Yleritoge' Ri— Birth
Nex a attenuate 'Fosteri
T -5 - 6 - -7' 5 16 sf Eq st
... Foste tidy
Coti— coggygna
T-6 s 6 2 163 st 326
Royd PVpl4 Snakebea
Ouvcua pduslris
T -8 ft 2 1/2' - 6 Fl 9 111 2.514 sF
Oak
T -9 Amdmldliw wIodensic - 6' -7' 7 130 sf 910 sl
ShodNOW Sw.4cabaRy
Total C.,py 7,631 sl
EXISTING SHRUBS
TREE DOTANK'.A. k MINIMUM HEIGHT QUANTITY
KEY COMMON NAME CAIPER RANTING RANTED
S-2 1 T1k 2a,ud' Ab.W - 24' 11
S-3 Wlssoewda, c d tIM - 24 TB
Card Bda ..
S-4 VA w' w 2a 7
D.,_ 1Aa y i"
._ -. .._._ .. _
5-5 M'" T-IIft s td. 1 c.mar'
.... Ta.s4 ca,KAar aooy AbW _
S -5
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 150 LF /50 LF = 3 TREES
PROVIDED: 3 TREES OK
STREET TREE CANOPY - 297 SF
PARKING AREA TREES:
CANOPY REQUIRED: 0.05`41.500 SF-2.075 SF
QUANTITY REQUIRED: 1 TREE PER 10 SPACES
101/10 = 10.1 TREES
CANOPY PROVIDED: 5,202 SF OK
OUANTITY PROVIDED: 16 TREES ON
TOTAL CANOPY:
REQUIRED: 0.10.65,337 SF = 6.534 SF
TOTAL CANOPY REQUIRED - 8,609 SF
EXISTING CANOPY PROVIDED: 7,631 SF
PROPOSED CANOPY: 4,124 SF
TOTAL CANOPY - 11,755 SF ON
DRIP
5Wh
DOe
20 0 20 40 60
SCALE: I' =20'
ENCE
CORRECT METHOD5 OF TREE FENCING
<" CORRECT TRUNK ARMORJNG
TRIANGULAR BOARD FENCE
3 TREE PROTECTION FENCING DETAIL
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DOM. PROJECT NO:14.
INDEX TITLE:
SP9
SHEET NO: 9 of 9
DATE: 06 /09/14
SEE PLANS FOR EXACT LAYOUT. SPACE
PLANTS AS SPECIFIED IN RANT UST
OR AS SHOWN. ADJUST SPACING AS
NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHfTCCT.
MULCH 3' DEEP
IMMEDIATELY MTE
PLANTING AND WATER
THOROUGHLY.
RANTING PIT 1
PREPARED 50L FOR SHRUBS
SOIL SURFACE —
ROUGHENED
TO BIND NEW 501L
SET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE
THAN I • ABOVE FINISHED GRADE
REMOVE BURLAP FROM
TOP 1/3 OF ROOTBALL
3* TALL WATERING
BERM
I-1`I1,15HED GRADE
NOTE FOR SHRUB BEDS:
SEE PLANS FOR EXACT LAYOUT. SEE 5PECIFICATION5
FOR EXACT BED PREPARATION, PLANTING SOIL, AND
PLANTING 501L AMENDMENTS.
%_SHRUB PLANTING DETAIL
Sig rm To w4E
EXISTING TREES
TREE BOTANICAL k MINT, HEIGHT DUANTiTY CANOPY TOTAL
KEY COMMON NAME CALIPER PLANING PLANTED 10 TEARS CLAY
T -i nos mim; N ComponWat 3' - 3 99 s( 297 sf
'OName' Roserklq Oxery
T -3 Oataegus Ph_- P1'mr11 2 1/2' - 5 145 sf 725 sf
Washiaytan H_UMpm
T-4 B,W,; igrp 'Heritage' _ 10 -12' 7 397 sf 2,779 sF
Yleritoge' Ri— Birth
Nex a attenuate 'Fosteri
T -5 - 6 - -7' 5 16 sf Eq st
... Foste tidy
Coti— coggygna
T-6 s 6 2 163 st 326
Royd PVpl4 Snakebea
Ouvcua pduslris
T -8 ft 2 1/2' - 6 Fl 9 111 2.514 sF
Oak
T -9 Amdmldliw wIodensic - 6' -7' 7 130 sf 910 sl
ShodNOW Sw.4cabaRy
Total C.,py 7,631 sl
EXISTING SHRUBS
TREE DOTANK'.A. k MINIMUM HEIGHT QUANTITY
KEY COMMON NAME CAIPER RANTING RANTED
S-2 1 T1k 2a,ud' Ab.W - 24' 11
S-3 Wlssoewda, c d tIM - 24 TB
Card Bda ..
S-4 VA w' w 2a 7
D.,_ 1Aa y i"
._ -. .._._ .. _
5-5 M'" T-IIft s td. 1 c.mar'
.... Ta.s4 ca,KAar aooy AbW _
S -5
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 150 LF /50 LF = 3 TREES
PROVIDED: 3 TREES OK
STREET TREE CANOPY - 297 SF
PARKING AREA TREES:
CANOPY REQUIRED: 0.05`41.500 SF-2.075 SF
QUANTITY REQUIRED: 1 TREE PER 10 SPACES
101/10 = 10.1 TREES
CANOPY PROVIDED: 5,202 SF OK
OUANTITY PROVIDED: 16 TREES ON
TOTAL CANOPY:
REQUIRED: 0.10.65,337 SF = 6.534 SF
TOTAL CANOPY REQUIRED - 8,609 SF
EXISTING CANOPY PROVIDED: 7,631 SF
PROPOSED CANOPY: 4,124 SF
TOTAL CANOPY - 11,755 SF ON
DRIP
5Wh
DOe
20 0 20 40 60
SCALE: I' =20'
ENCE
CORRECT METHOD5 OF TREE FENCING
<" CORRECT TRUNK ARMORJNG
TRIANGULAR BOARD FENCE
3 TREE PROTECTION FENCING DETAIL
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DOM. PROJECT NO:14.
INDEX TITLE:
SP9
SHEET NO: 9 of 9
DATE: 06 /09/14
EXISTING SHRUBS
TREE DOTANK'.A. k MINIMUM HEIGHT QUANTITY
KEY COMMON NAME CAIPER RANTING RANTED
S-2 1 T1k 2a,ud' Ab.W - 24' 11
S-3 Wlssoewda, c d tIM - 24 TB
Card Bda ..
S-4 VA w' w 2a 7
D.,_ 1Aa y i"
._ -. .._._ .. _
5-5 M'" T-IIft s td. 1 c.mar'
.... Ta.s4 ca,KAar aooy AbW _
S -5
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 150 LF /50 LF = 3 TREES
PROVIDED: 3 TREES OK
STREET TREE CANOPY - 297 SF
PARKING AREA TREES:
CANOPY REQUIRED: 0.05`41.500 SF-2.075 SF
QUANTITY REQUIRED: 1 TREE PER 10 SPACES
101/10 = 10.1 TREES
CANOPY PROVIDED: 5,202 SF OK
OUANTITY PROVIDED: 16 TREES ON
TOTAL CANOPY:
REQUIRED: 0.10.65,337 SF = 6.534 SF
TOTAL CANOPY REQUIRED - 8,609 SF
EXISTING CANOPY PROVIDED: 7,631 SF
PROPOSED CANOPY: 4,124 SF
TOTAL CANOPY - 11,755 SF ON
DRIP
5Wh
DOe
20 0 20 40 60
SCALE: I' =20'
ENCE
CORRECT METHOD5 OF TREE FENCING
<" CORRECT TRUNK ARMORJNG
TRIANGULAR BOARD FENCE
3 TREE PROTECTION FENCING DETAIL
... .
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DOM. PROJECT NO:14.
INDEX TITLE:
SP9
SHEET NO: 9 of 9
DATE: 06 /09/14
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 150 LF /50 LF = 3 TREES
PROVIDED: 3 TREES OK
STREET TREE CANOPY - 297 SF
PARKING AREA TREES:
CANOPY REQUIRED: 0.05`41.500 SF-2.075 SF
QUANTITY REQUIRED: 1 TREE PER 10 SPACES
101/10 = 10.1 TREES
CANOPY PROVIDED: 5,202 SF OK
OUANTITY PROVIDED: 16 TREES ON
TOTAL CANOPY:
REQUIRED: 0.10.65,337 SF = 6.534 SF
TOTAL CANOPY REQUIRED - 8,609 SF
EXISTING CANOPY PROVIDED: 7,631 SF
PROPOSED CANOPY: 4,124 SF
TOTAL CANOPY - 11,755 SF ON
DRIP
5Wh
DOe
20 0 20 40 60
SCALE: I' =20'
ENCE
CORRECT METHOD5 OF TREE FENCING
<" CORRECT TRUNK ARMORJNG
TRIANGULAR BOARD FENCE
3 TREE PROTECTION FENCING DETAIL
... .
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DOM. PROJECT NO:14.
INDEX TITLE:
SP9
SHEET NO: 9 of 9
DATE: 06 /09/14
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DOM. PROJECT NO:14.
INDEX TITLE:
SP9
SHEET NO: 9 of 9
DATE: 06 /09/14