HomeMy WebLinkAboutARB201400105 Plan - Submittal (First)• • • ,/ r • •
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TM 78 PARCEL IOA
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.
r
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 UN 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 IMPERVOUS 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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MICHAFL F. MYERS
Lw. No. 33028
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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
17SE,T
SITE DATA
GENERAL CONSTRUCTION NOTES:
GENERAL
EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION
(_
203
ma
VASSALUS. UX
1. Prior to my construction within any existing public right -of -way, ndulliM connection to any exl3tng rood, a permit Shot be
obtained from the Virginia Department of Transportation OOOT)_ This plan m drown may not acarot ly reflect the
ADAM ABAe"ID) MAX YAXIIAIY
_ . PROPERTY L. z 17 TC TOP OF CURB ELEVATION
I'm TURNER NCUN_ p
wAIaDTTEMIE VA 2
requir is d the permit Where my discrepancies ocmr the requirements of the permit end govern.
I N malerids and construction methods tnal conform to aErant specifications and slmdad, of VDOT ureess otherwise noted.
AW ADJUST w+ MINIMUM
_ - ... -.. -_. . 178C BOTTOM OF CURB ELEVATION
AOJAGJNT PRC'FRtt tnE
O_
3. Erosion and siltation control measures shoo be n accordance with the approved erosion contrd
presided ' plan and shill be
C
wry Nssaws A «seers a nT� m e�2m
installed to going a other construction.
IuD AHF.AO Yes MONUMENT CONCRETE
VACATED PROPERTY UK x 17F1 Rw LINE ELEVATION
[ '-
.- ('n
n
_
4. N tapq ad disturbed areas are t0 be fertilized, seeded and mulched.
slopes 632 d ads we
APRY APPROMMAIE MC NOT N CONTRACT
YA4 1: WVAIN,
5. The -mum allowable elope Is 2:1 (haizmta:Vwticd). Wnwe reasonably obtonade, lesser slopes of 3:1 or better are to be
-. EASEMENT . 17 EOP EDGE G PAVEMENT ELEVATION
W
suer¢ a eneinAar sR.Lr DoWaaN [NOEFIWnG moo
ohaved
m
6. Paved. dp p a stuWizotion of lied ditch may be r.Wied .hen in the opinion of the Canty Engineer, or designee, it is
U BACK ttUN NIS NOT TO SCALE
_� -o-�o- BUILDING YTBACK nY SPOT ELEVATION
0
`
raoa. '^JL mu.ON DIaQTMC. FPLD SA EYED MAY M4
downed necessory n order to athilfze a drainage Channel.
7. N traffic cantrd signs sad conform with the Virginia Manual far Uniform Traffic Control Devices.
BFE BAgYENT FLOM ELEVATION OC ON CENTER
...... _ �- BUD TO LINE x 17TW TOP OF WALL ELEVATION
\
B. Unless otherwise noted ON concrete pine shoo be reinforced concrete pipe -Class IA.
BT BITUMINOUS ON OVERHEAD
--
n6 PRGERFY 6 LOCATED N M E x a FLOOD YAP 51m1C@d7D.
9. Al exmwtian far underground pipe natdaUon met -ply with OSHA Standards fa the Construction Industry (29 CFR Pat
...,..,..,,,,,., ZONING LINE - • 17Bw BOTTOM OF WALL ELEVADCH
Me PROPERTY 6 NOT WPM A PLWNE WATER SUPPLY RSWnOL
1926).
B( BACK PE POLYETHYLENE
NAL FEW wasaw a 9.,Ves; caavt a - a2.ne'
10 N retaining viola era subject to separate permit approval.
SM 8DD3IYARK POW PERFORATED
LIMIT G DISRDNANO ..,. TEST FIT LOCll1ON/BGaNG LOCATION
v`LTtee PAW, won
GENERAL CONSTRUCTION NOTES FOR STREETS:
t. PWVANUr to an Construction within m exists public t of -w including connection to exist' rood. a permit shoo
r Y 9 Dhtf - y 9 Y 479 r
as BOTTOM a SLOPE PROP PROPOSED
__.._... FLDOOFL Ire LIMIT
whrw m hers. YDDNNAE COUNTY, meth¢ AuTxoanr
be obtained tam the Yrginio Department of Transportation (VmT). This pion as drawn may not cawotdy reflect the
LB CATCH BASIN PRW PROVIDED
;A era FGINO
v_srw aR.rn ALBEMA E COUNTY SERVCE W INCATY
requirements d Ow permit there my dscrepandse occur the requi -art. of the permit Mil govern.
•, ..... - N - BUFFER ZONE
2. Construction irwpctan ofd proposed roads within the development wM be made by the County The contractor must notify CC12 ACCESSIBLE CIAB RAND PWW PAVED WATER WAY ; , RMA
M3 PeOPERiY 6 HNNt IK. HIGHWAY pMWEROM. EL EP_ CP.YW
the Department d Engineering (296 -5861) 48 hours in advance of the start of constructon.
- RYA - RESOURCE YAMAG3ENT AREA - w UNDERDRMM
'T H OF
aLSTALWYrT
1 N matwid. and construction methods shat conform to a.reH specifications and slondads of VOOT. N excavation fa
E CENTER LINE REP RfNPoRCED CCNTAEfE PIE
RPA
- RPA - IEESGIRI PROTECTION AREA - .._y- --�- -� DRAINAGE LINE
dY'a pi
2 'P
aswinrt GF
ndv d stea0m novel with OSHA Standard. for Me Construction ndu
g P9w n a«nply w atrY (29 GR Pmt 1926).
CL CHAIN LINK LEY REMOVE
F� C%
mmrsn WI No CHANCE (ADnm PA MY)
4. Fiosim and dtat'an cmtrd measures shoo be provided in accordance with the approved nosim contra plan and must be
ROOF GRAIN
Installed pRIVANNA, to my dewIng. gradng or other construction.
S. Upon canpletion of few grading and prepaotion of the roadbed slbgrode Unit contractor rid haw CRR tests performed on
CYP CONLICATED METAL PIPE fEDD REOURED
FACE OF GRAVEL
v
MICHAEL F. MY'ERS
YAgIW'E6iG5- IE]fllL $.
the s d>god. sot Thse (3) copies of the test results shoo be submitted to the Canty. If a sgbgade sal CSt of 10 or
COW CONCRETE RET RETAIN
� .�- - �- SETO LINE
Lk. No. 3.-3028
sr,a... e10.Dinf.. Tor
¢voter ire not obtdnab4, a revised pavement design hall be mode by the design engineer and s"tted with the test reauit,
EDGE OF PAVOENT
y
PAPPING M
for epro,d.
The k
CY CUM YARDS FIT RIGHT
_ A _
CG-2 7RE)IW GRAN
STANDARD V CURB
O
�
PARgIG SpiDUi
6. N slo- ad daturbed arena ore to be fetlized, seeded and mulched. maximum towable tape Z I
TO CENTER R/W RIGHT OF WAY
,. -w WA`s LINE
-..:
N
�'YYONAL
I Ave aIG SPACES Was"ED,
I SPAaS lire I'M 3
0miIan -vw6cdj. WIlwe rwomewlsy obtainable, leaner topes of 4:1 or better we to be ochiewd
T Surtoce 1 oin and ' dishes must be retained within the ilk t F or withn emenmta ANNAr to
� pipe W � -a -pY P�
C/C CDHTR
RAD REMOVE AND O6F'OSE
rk}
STANDARD C CNN
.._ ,.. ..... -rn - FIRE PROTECTION tllff
ENG
3,247 3i/Im0 s • 13 - ire SPATE$ (INCLUDES 230 s PAW)
occwptance by VDOT. N drainage outfd easements ore to be extended to a boundary line or a natural .ater<ourse The
Cd0 CLAN AND GITTDt
CG-6
COrIDOctor shoo tied verify U. length ofd slam droiage pipe ..'.' .._ COMBINATION If' CNN R GUTTER
Rant RE]IOVE h FT3T MA7FA SERVICE LINE
PARKING SP TRO`YMM
and to era tr, will be Add determined at Me tone
8. Guardrail locations are 9 appropriate
ppruardrail Exact tan th, location
DA GAAEIER
" " CFT
e
COSTING SPACES _ d (INa+KES I HANDICAP SPAS
IEW SPAa2 - 1 (!6 91LEj
to in the
of canetructbn. Additional quwdre may De required at locations not frown Shen, n the pinion of VOOT, Me Director of
EL F1EVA77CM m SIGHT .STANCE
..::.:.:.:::_ fXr19t1ADON 4' CLAN t GUTTER - c - GAS UNE
m
Ha (SIa1DES
mTAL - is SPACES th the al ahal Installed four (4) feel FINE LANE STRIVING
Direct designee, N a deemed sae. ad When guardrail is widths
MAIWAY ANLDrEn . ee • 11 . ei �Arls
.'I
e of pm s cr to
offset ham the edge of pavemml to Me tan of gundrd, d roadway shoulder widths sad be increased to seven (7) feel
offset from
DEY E7EVAINW SO SOUARE
�- - -w..-oVE7aEb rYE
• A PARKING DETERMINATION PION of IY MIG ACWasTRATDa M AEC" ns
Abenala County Engineering 3 Public Works Policies July 19M Revised 30 January 2003
9. Where arbor, cross sections we Installed. of residential driveway entrances shoo conform to YOU CG -9(A,B ar C).
ES END SEC71ON STA STATION
-„N -
A)MIGNAL PAaala SPACES WAS APPRmOD AND 6 MCLUDED d BEET SD3
1a M.. nrd aura sections as installed. d residential driveway mtrmcea shoo conform to YOU stmdad PE -1.
_
�N BUILDING ENTRANCE IxNOEACROLSD ELECTRIC
UVD USE SOINAI_
-rap r �Ni age Wnim a
11. Paved, m stabization mat lined ditch ma be rewired to stabitin a drain channel when. n the f VOOT,
OF ENO WALL SW SIDEWALK
_ _on _ OVERHEAD TELEPHONE Lek
f/3
PRE- CETf10NOIF s POST- Rlf].aYNi Y
SULOM 5247 Y so 5247 w eo
the Director of Engi es ng, a the Director's designee, it Is deemed necessary.
Ex EXISTING S1LL SUID MATTE EDGE UE
.�y LOADING D�
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PAW. 29= s aaa MUKO s 5613
12- A minimum dear zone of ten (10) feet frogs the edge of pavement was be maintained on d residential subdivision streets.
BOLLAAO - - -- -"c' - UNDERGROUND TEL.EPHaE LINE
�
IDIA,- l.me sir I. "'M s -
WTAI_ IRJ3T s Tm 65.ST2 9 Ion
Additional Cleo zone may be required d do on Uw cat of rood
mminum
COST E105/NG SWLL SOW NOTE WE UNE
s
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ra
11 Compliance with line pavemwt� width. shoulder width ditch ws s, oa shown on the typical poTwnent Section
detd, wind be strictly adhered to. Th. Cross slpe the be mantoiwd m shown an the plane Ez. ptims W not be domed.
FOR FOUNDATION TEA N BE ABANDONED
O 9ULpS1ER PAD -r• ^- CABLE TV
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CC
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14. N replied sign. (stop, street name, speed limit sign, etc) we to be Furnished and Installed by the developer CR VANNAr to
SKIN
acceptance Signs and their installation the conform to 'Albemarle Canty Road Nanng and Property Numbering Ordnance and
FTE FN94ED FLOOR ELEVATION TEIR m BE RO".100
MW M17
Manual' and th e Vrgnio Monad for Uniform Traffic Contral Devices The locations of d signs we shown an the plans The
Into
GD CRAOE TD UtAIN TO; TOP CE CURB
O DRAIN MANHOLE
<
developer shat be rtwonsnie for montenahce of the sighs will the roads have been accepted the slate secondary road
,yet -. The speed knits to be posted on speed limit spins are to be determined by VDOT pFdVANNAr to acceptmce. The
fRCI FOUND i$ TOP OF SLOPE
SEEII GUARDRAIL
E PLUG DR STUB
p
peed limit la to be posted 5mph below the design speed.
15. Rood plan opprovol Y subject to And sddvision plat validation. Should Me Aral plat tar this project expne pRIVANNAr to
IS NON TYP TYPICAL
.... fl WOOD GUARDRAIL
-
o
Bring and recadollon. then approval of these plans shot be air and wid � FLARED END SECTION
i6. Traffic control or other al s or barrio des wine be Installed b Nov deM n the opinion of the Director
regulatory aph y .per wine. op
U I.ND6fAPE AREA tIG lINOER(RC1ND
PATH
c0 us
of Engineeiny or the pirctas deaigwe they ire deemed neceuory in ceder la povide sefe aril cahveniml access
_'. __ __... -. �--� HEADWALL
17. Use VDOT atandwd tit -1 or CD -2 underdrai, under the subbase material at at Cut and fir transitions and grade wg pants. LOO LIMIT OF DISTURBANCE VFSOttA EAS CONTROL HANDBOOK TREE UNE
18. A video Corners inspection is required far d storm sewers and adverts that ore deemed noc mole to VOOT inspections and
are to be occpted into VDOT, mint mmce program and ownership. The video inspection sad be condcted In accordance
tF UE.AR FEET LOS YARDS
O SEW MANHOLE
......._..........._ FENCE ER
o
r`
with VDOT'a video canera Inspection procedure and with o VOOT and /or County Inspector present n addition, if high- dersity
CONTRACTOR'S COORDINATION RESPONSIBILITIES
polyeth ylm (HOPE ar pipe System is installed. the cmtrocta and a representative from the pipe maMfocturer should
LEFT +s2 - acs we Gin aN
a
- - -- - STONE WALL SEW GEANwr
E
1. THE CONTRACTOR 6 fEOI.IRID TO OBTAIN ANY /ALL POUTS REQUNRED FOR
hold a preconstructim meeting far i.tdatim training.
92 =PROPOSED CONTOUR
4922 ELEVATION AT PAVEMENT
IETAINNG NULL
i WATER VALVE d Box
..
`•'
CONSTRUCTION OF ttaFg PINS
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
- - - - STREAM i POD I WATER COURSE
Co
N
2. ANY TIME WOW 1S PEWORAFD OFF -STE OR WTHN AN OOSTNG EASEMENT.
1. a pion appoving authority mu M notified ana reek pWVANNAr to the pre- coneWctian Conferonce, ane weds
i e FIRE HYDRANT ASSEMBLY
O $
T1E CONTRACTOR IS TO NOTIFY THE HOLDER OF SAD EASO"T AS M THE
pRIVANNAr to the canrnmwrrnt d land disbrbng activity, and ono week pRIVANNAr to the And inspection.
_._ __ ,. _ _ _ - DETENTION BASH
m WATER METER
--•
U3
NATURE OF PROPOSED WOW( AND TO FOLLOW ANY GUIDLOMS OR STANDARDS
2 N erosion and sedinant -Ind -res it be cmahucled and mantaned occadng to miniram .tandads
UTILITY
WHICH ARE ASSOCIATED WITH OR REFERENCED N THE RECORDED EASEMENT.
and Woificatim, of the Virginia Erasion and Sednwnt Control Handbook and Virginia Regulation, VR 6255-02 -00
Erasion ond Sediment Control Reguictma.
...... _._... - - SET FENCE a rAiDi WELL
I THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, UTTERS OF PERMISSION,
3. N eosin and seciarent control mxsua ore to be placed pRIVANNAr to ar as Ow first step n dearng.
AIRY AR RELEASE VALVE w MANHOLE
ETC, ARE RECD GEO/OBTANED PWVANMNAR M THE START OF ANY
4. A copy d the Wand eosin ad sedment Control plan wind be maintained an the site ofd tines
BOA BLOW CT ASSEMBLY PVC POLYVNTt 00.0RIDE
- 12 - CONT" - GAS VALVE
CONSTRUCTION.
5, fiIVANNN to Conwnencing land disturbing activities in aeos other than Indicated an these plans (including, but
not united to alt -site baron or waste aeos] the Contractor sad au-it o supiemehtary eosin Control Plan
CD GEANODUT Ron RA OZVATNN
_... -. -.___ -m- NOD CONTOUR d.
CAS E
4. CONTRACTOR TO V RVTY ALL SITE PLANS AND PROFILES AND DETAILS FOR
to the owner for retiew and approval by the plan approving authority.
6. The contractor is responsible fa instdatlm of my additional wosim control meos res ncesany to prevent
Ctt CABLE tEtEVI9oN SAN SANITARY
_
CONSISTENCY ND F CONFLICTS CASTS, CONTACT ENGINEER FOR CLARIFICATION
IRECTIO
AIDfEIft DRECTI011. NTEItP1ETA7WN DEIi'WMED BY CONIRACTON SHAH BE
erosion and sedimentation as determined by the plan approving authority.
C pt� NET SCC S70WIWATER CONVEYANCE OfM1IE1
.: ® PARKING COUNT Q ELECTRIC MANHOLE
Y
DOLE AT OWN RI9L 7. N diaWrbed oreaa are to drain to approved sediment Control meosunes ate tines during land disturbing
p CROSSWWLK
activities and during sT. demlopmmt until final stabilization b achieved.
p' R41 PPE 5o siDW4
i 1 ® EIECiTID IEiFR
5. THE CONTRACTOR 1S TO VERIFY THAT THE RELOCATION OF ALL EXISTING 8. During deeatering opwations water air be pumped Into an approved filtering device
9. Th. c atrctor shag need d worm control meosures peRIVANNAdicdy and after each nnoN producing rantdl ELEC ELECTRIC SIR DRAINAGE STFNCTUPE ® AC�IRtE GRIN RASP .. } POLE
�,
UTILITIES N CONFLICT NTH PROPOSED WORK HAS BEEN COMPLETED 140A G
UTILITY
event My necessary report; a Cleanup to mantas the effectiveness of the wosion control devices shoo be
UOIT
�, HANDICAP PAWONG
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION 9(NAGE
made hnrawdately
to N fill moterid to be lawn from an approved, designated borrow area.
11. N wrote materials shoo be taken to m approved waste mew Earth it shag be inert materials only, free of
F14 FIRE HYDRANT TSY TAPF94 IlFEVE W VALVE
N FORCE MAN UP UTUTY POLE
(_'- .. Q TELEPHONE YAMHGE
i
f i 4N- AIXL558LE HAFDICAP PAWONC T
❑ TRANSFORMER PAD
CD d
�'
RECURRED BY AL$NARLE COUNTY CODE.
r.to. stump., rood, rubbish, and other deb ie.
YGG.
NOT RELY SOLELY ON ELECTRONIC VERSIONS OF FUNS
12. Borrow or waste areas we to be redained will* 7 days of co npletion per Zoning Ordnance section 5.1.2&
FAC FRAME AND COVER W. WATER LIE
un»r POLE
E'-g E
7. CONTRACTOR 9EALL
FROM THE
13. N Inert materids shoo be transported In complincet wM xctkn IS-301 of the Code of Abemade
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Ca
SPEGFICATIONS• AND DATA FEES THAT ARE OBTANOD DESIGNERS,
BUT SHALL LOCAL/ G' FUIONS N ACCORDANCE WITH TFE
14. Borrow, it a waste anti ity involving industrial-type power equipment shoo be limited to the hours of 7:OOmn
FIG FRAME AND GRATE IN WATER YE7EIt
GUY POLE
W E_
Z
W
ES OF D SPECIFICATIONS
PAPER LOPES G' THE PLANS AND SPE�iG11ON5 THAT ARE SUPPLIED AS
in ratan to
CT CEASE TRAP wv WATER VK`E
�--r
PART OF THE CONTRACT DOCUMENTS.
o safe maser that montane support, a ceder
15. Bares, Po a waste activity shop be s al damage
hazard to daTwge to ad i land and inn cots, and dana tom puda
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8. CONTRACTOR SHALL COMPLY MIN ALL WETLAND POUT REQUIREMENTS, IF A
,beeb any Cowan% physical prWV'm � y
steel becwx of slides, sinking, a caWpae
6V OAIE VALVE 6Y 6' VALVE
.,...,.,�•..�:.,
" "' YAiORRE
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PERMIT EDOM
16. The developer shad reaerw the riot to Install. maintain. remove or --I to pernment stormsater
the
HOPE HGH DENSITY PoLYElmvuNE
e-a
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FOR ALL ROT ALL (UNLESS
9. CONTRACTOR TED FLNS NOT
PLANS) T0. ALL UED.
magen opplicobl. all erosion control meosrn required by this plan regardless of sole
m ant Facilities where
of my lot unit, building or other partian of the prop�y.
17. she be temporary seeding aril nn Seeing b to be of 75 tare and In the
epte fiber
NY INVERT
NOTES
1. THE SIZE OF THE SYMBOLS WAY VARY FROM THOSE 9HOrRt
, -< 5
E-I
�
Z
I9BLE
LU10N5..
4 ) LRM1ID
TRAFFIC SIGNG BUT
STORM DR NOTED ON
ETC AS REGAED. ALL
STORY 1RA ALL
h PNG
Me
m of to ix of and Owed ranter Rye, or n Mach
mths of September t to consist o ark of Mad Rof
2 ALL A�7ENAi1(INS AND SYY8G5 SHOWN MAY NOT BE USER
W
(/]
O
TALL BE I ACC.
A
rDWE SHALL BE N ACCORDANCE WITH �AT/0 AATI10WT1E5 REQUREMENTS
CE NTH GO
PROJECT 91EWOWC SPECFICAlIONS AND SMALL BE APPROVED BY SUCH.
-.later
d April -.f Ry, ugh A German
ad Aire m aanai.l ar Mad Ry., a way through August la aand.t ar cennan ui.L sea. mhAa, M to be ACSA GENERAL WATER $SEWER CONDITIONS
applied at eObsjto9af. Alternatives we subject to approval by the County wosion control inspects. TY SERVICE Al11HCWTY
W �
v/'. -,-, C
E»
AlD
ALL COST SHALL BE INCLUDED N BASE BD.
18. Pwmment stabii,ratan half be line, and fertilizer, Permonent seedling, and math. AgriMhrd gods limestone
wind be applied at 90bs /7000.( nmrpaoled into the top 4-6 ashes of sal. Fertilizer shall be applied of
(ACSA) NSPECTC4tS THE CONTRACTOR WILL BE RESPONSNLE FOR NOTIFYING THE
PROPER ACSA WKIALS AT THE START OF THE WORK
E-
X
IO.CONTRACTOR SHALL CONTROL hl WATER RUNOFF DUNG CONSTRUCTION TO
RESPONSIBLE
1000bs /acre and consist M a 10 -2D-10 nutrient mix. Pemmeat seeding and be applied of 18011aS /acre and
Too Fescue 0-5% Perennial Ryegross Kwtudry Bk Strow is L
THE LOCATION OF COSTING UTUTES ACROSS THE UNE OF THE PROPOSED WORK ARE
a Q- I U
M
6.1
PREVENT ADVERSE IMPACTS TO OFF 97E AREAS, AND SHALL BE
TO
can" or 95% Kentucky 31 w and or eV- math
NOT NECESSARILY SHOWN ON THE PLANS AND WIFRE 94 MR ARE ONLY APPROXIMATELY
Q r4
d
TO REPAIR RE51.LTiNG DAMAGM F ANY, AT NO COST DORM
to be applied at Bobs /1000. Alternatives we subject to approval by the County erosion Control inspector.
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN NTIATIVE, LOCATE ALL UNDERGROUND
� E-+
w E-
H. PROJECT DISTURBS MORE THAN ONE AGE OF LAND AGE FALLS WITHIN
19. YanUnoce N area .ore to be inspected weedy and oRer each TOM& My a dogging to
o to report irmedi Sit tree ore to domed when 50>i the wet od
tRE$ AND STRUCTURES. AS NECESSARY.
E- E
�
HE IO $T TENT , GENERAL
Volu a is me d with was stir
volume a lira with sedimant dy seeded weans as to be reseeded ohho nthemy to achieve a good sand of
m d
Li
�
FO
S ADMINISTERED TERED T
COI TRUC PERMIT G )PRO BY RE VRGMA
CEPARTMENT FEA AS ATION
Baas i fence aril dversian dykes which as affecting eedmant to hat! their hnEghl must be dashed aril 3.
All AND SHALL COMPLY WITH THE THE
DDBY T
BY THE
d
NS CONSERVATION N AND R (DCR)
DEPARTMENT BE CRNSERYATION AND RECREATION (OCR) tNDER THE
repaired kmmedatd .
d
RATEWA E
S ADOPT
GENERAL WATER AND SEINER CONSTRUCTION SPEGF1U1DSi5, AS ADOPTED ACSA
SEVIERCNST ECSFI E
z
Z
,ARD57MCTION OF THE EPA PWVANAR TO THE START OF CONSTRUCTION, THE
20 N temporary wosY"wn and sediment cmtrd measres ire to be remawd within 30 day, W find site
A.
DARN FOR ALL ELEVATIONS SHO GEODETIC SURVEY.
CONTRACTOR 94A LL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE
stobDzatian, when measures ore w lager needed, subject to approval by the County erosion control inspector.
4 N NATIONAL
O Q
J
A STORMWATER PWA N11ON PUN N ACCORDANCE WITH THE YSW
21. This plan and be wed if the owner does not obtain a permit NMn I year of the data of approval. (quota
ti �
REGULATIONS.
N.tectlan Ordnance -Um 17- 2046.) 5.
71E CONTRACTOR SHALL BE RESPON9BLE FOR NOTIFYING Y55 UTILITY
CG
~
SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR
te d denuded areas within nine (9) months after the dote the Lard (1-
the be Inner
22. Permanent wily
800 - 552 -700T)L
12 CONTRACTOR
INSTALLATION REOLAREYENTS AND SPECFICATIONS
care Pr
disturbing activity Cammenus (Water Protection Odinance section 17 -2078) 6.
ALL WATER AND SEWER PIPES SHALL HAVE A MIIIYW OF THREE (3) FEET OF COVER
y
MEASURED FROM THE TOP OF PPE, OVER THE CENTERUE OF PIPE THIS NG110ES ALL
DOM. PROJECT NO:14.0(
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAHET/, FIRE HYDRANT LINES. SERVICE LITERALS AND WATER UNES. ETC
COR51RUCTWN ACTIVITIES SHALL BE N ACCORDANCE WIN OSHA STANDARDS
AID LOCAL REQUIREMENTS
7.
All WATER AND SEVER APPURTENANCCS ARE TO BE LOCATED OUTSIDE OF ROADSIDE
INDEX TITLE:
DITCHM
14. ONIRACTOR SHALL DEPOSE OF DDAAUDON OEM N ACCORDANCE WITH
APPLICABLE FEDERAL. STATE AND LOCK REGULATIONS, ORDINANCES NO
B.
VALVES ON DEADETD LEES SHALL BE ROODED TO PROVIDE AOEGVATE RESTRAINT FOR
�-y 7-�
\' 1 J
STATUTES..
THE VALVE DOING A FUTURE EXTEN9ON OF THE Iii.
.S lE
15 COSTING UIUIES 9RALl BE IEiWAIED, IiILE55 OTfiRMSE NOTED, N
.
RQE ARE Non RIWITTTfD N I E ACSA LAMM
SHEET NO: 2 U
CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTUTY COMPANY STANDARDS 1a THE CONTRACIm SHAL R RESPON99E m wAilT" K NO-EN) Ras.Allrli EFFECTIVE LANArtY N.
SPECIFICATIONS, AND OEULS, THE CONTRACTOR 94ALL COORIDWIE UTILITY
zaz
of
SERVICE GSWMECTS WITH THE UTILITY RURESENTAIIYFS
DATE: 06/09/14
6' A, HT
W
ARB NOTES
/Z
1: VISIBILITY OF AL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
2 EACH OUTDOOR LUMINAIRE EOUIPPEDWfTH A LAMP THAT EMITS 3LDDO 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
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.
E-Ing 20' Carmax Auto Superstores
3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MA14r6tNED AT, MATURE HEIGHT: THE TOPPING
THE PLANT.
C.mcm,, E--1 DB 3369-663
OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPT" THE OVERALL HEALTH OF
\'-j
DB 1726-356
1
6' A, HT
W
r1-1MAJOR SITE PLAN AMENDMENT
0
/Z
'-Existi�j 207
�12 0
E;Itin"
L;
I
—i�-E.istmi 20'
TM 78
Orim" EP—sn
2
Albemarle L and LLC
\DB 1919 -443
1964 -184
Zoned;-KC-EC
Use: Want
2
0.21
TM 78
Parcel 71
8-008 Acs
Albemarle Land LLC
'-,' DB 1919-443
DB 964-184
Zoned.,-.HC-EC
Use: Vaetmi
r1-1MAJOR SITE PLAN AMENDMENT
STEP SLOPES (MANAGED)
K-2" XJSTING CONDITIONS PLAN
`Q SP3---
DB 919-443
DB 1964-184
Zoned HC-EC
Use. Used Car Dealership
PROPOSED
-;RET. WALL
V�X HT,6'
W Is
/ S-1Y RAIL- -SW465ell-
44&glf- -
PROP, 2
4
497.7 78
Dmpts, Pod
ExiL -
W/Block WON
2'
Exist, CG- 495
TO 8. R-
CoIxect To !e
0 Esh" Poking
OA
0
Nev tPd- t 13r
Parcel
140 1 1.50'A' J.
-ofs
DB 1964-184 St
DB 1965 -32
J'A
rWJ* 78- MA
—444 ACR93-2NI
SOJPPER
493.5 49-11
R .9.
TO Be Exist.
Cowd To
R Existing Cwb
to,
Pit
Op�
423.41'
01
�0
MH
7OP-480M
488.7 = SPOT ELEVATION AT PAVEMENT
Is Is
2'R
495.1
0
O
E.1,ti
z S
,4
Entrw
0
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�12 0
E;Itin"
0'- Et 'I I.-Int.
TM 78
Parcel I I I
8.008 Acs
2
Albemarle L and LLC
\DB 1919 -443
1964 -184
Zoned;-KC-EC
Use: Want
STEP SLOPES (MANAGED)
K-2" XJSTING CONDITIONS PLAN
`Q SP3---
DB 919-443
DB 1964-184
Zoned HC-EC
Use. Used Car Dealership
PROPOSED
-;RET. WALL
V�X HT,6'
W Is
/ S-1Y RAIL- -SW465ell-
44&glf- -
PROP, 2
4
497.7 78
Dmpts, Pod
ExiL -
W/Block WON
2'
Exist, CG- 495
TO 8. R-
CoIxect To !e
0 Esh" Poking
OA
0
Nev tPd- t 13r
Parcel
140 1 1.50'A' J.
-ofs
DB 1964-184 St
DB 1965 -32
J'A
rWJ* 78- MA
—444 ACR93-2NI
SOJPPER
493.5 49-11
R .9.
TO Be Exist.
Cowd To
R Existing Cwb
to,
Pit
Op�
423.41'
01
�0
MH
7OP-480M
488.7 = SPOT ELEVATION AT PAVEMENT
Is Is
2'R
495.1
0
O
E.1,ti
z S
,4
Entrw
Existing I-Sto'Y 8040,VARK
B.W-9 ELEv-497.2
FFE-497.2
5.017 SF Told CG-12-
Exist- 230 SF. Pat'
Exist-
P-g-
Over Beams
.nd St..'
Columns 'I j4fl+�
Existing Porking
26 Sfo—, 0 9', Width
Edge of Paaw
Trim 78
Parcel 57B
Free Bridge Auto Sales
DB 1965-32
Zoned: HC-EC
Use: Automobile Sales & Service
A90h
Meb
J4Y24=4
o-w.—
23efaPe w
r3-"\PARKING APPROVAL LETTER
� �?3
"C bmt I. S-oice
R1 '9
144
0
0
W 0
Z
0
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of X
L)
It Sign
R..v
"T
20 0 20 40
SCALE: 1"-20'
Page 2
1 ap,4 -Ppwxwtb bxPo)
1= —P=--=-:P=P-i =-=-1
M ss" m AVer "I's— WA Yq z-.
A.,WwW 0 sm Z�.ftv Ai
Dm a C111-111ft u — - -1 '-.
l�a. Vk= '22K2
Ameb IACCuby, AI C.P.
Z-ft
0)
0
Q)
E
E c
0 w
T7 T
ti b
MICHAEL F. MYERS
Lk. No. 330101
�I
Eli
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n. E-
C) z
DOM. PROJECT NO: 14.11
INDEX TITLE:
SP3
SHEET NO, 3 of 9
DATE: 06/09/14
0
/Z
O
rfwsL Ovabong
2
Existing I-Sto'Y 8040,VARK
B.W-9 ELEv-497.2
FFE-497.2
5.017 SF Told CG-12-
Exist- 230 SF. Pat'
Exist-
P-g-
Over Beams
.nd St..'
Columns 'I j4fl+�
Existing Porking
26 Sfo—, 0 9', Width
Edge of Paaw
Trim 78
Parcel 57B
Free Bridge Auto Sales
DB 1965-32
Zoned: HC-EC
Use: Automobile Sales & Service
A90h
Meb
J4Y24=4
o-w.—
23efaPe w
r3-"\PARKING APPROVAL LETTER
� �?3
"C bmt I. S-oice
R1 '9
144
0
0
W 0
Z
0
0 M
of X
L)
It Sign
R..v
"T
20 0 20 40
SCALE: 1"-20'
Page 2
1 ap,4 -Ppwxwtb bxPo)
1= —P=--=-:P=P-i =-=-1
M ss" m AVer "I's— WA Yq z-.
A.,WwW 0 sm Z�.ftv Ai
Dm a C111-111ft u — - -1 '-.
l�a. Vk= '22K2
Ameb IACCuby, AI C.P.
Z-ft
0)
0
Q)
E
E c
0 w
T7 T
ti b
MICHAEL F. MYERS
Lk. No. 330101
�I
Eli
C)
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�:D c4
n. E-
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DOM. PROJECT NO: 14.11
INDEX TITLE:
SP3
SHEET NO, 3 of 9
DATE: 06/09/14
Line
Inlet
DIN
INel
I
R."ff
Ina
0
0
O
Inlet
Cwt
Jund
Guner
Grate
Crass
Cross
Guner
Guner
No.
ID
Area
T�
k Iet
CoeR
0
Carry
Cap,
Btp
ER
Len
Type
Slope
W tt,
SI, Sw
SI Sa
Dep1b
Spread
RLP O 0.
I
(ac)
(rg)
(hunt)
(C)
ids)
(ds)
(ds)
(ds)
('b)
(R)
(6)
(Rm)
(R)
(1uft)
(")
111)
(R)
1
2
0.70
50
5.19
0.75
2.73
0.00
2.73
0.00
100
8.00
Curb
Sag
0.50
0.050
0.043
022
4.75
1 STORM INLET CALCULATIONS
SP4 -- .. - . --,
e
Inlet
Dn51m
Drag
RurwR
Ina
Totem
treat
I
Taal
O
Inver)
Inver)
Llne
LFx
Lore
CaPap
Vei
Pipe
No.
ID
-nW
Azea
Cceft
Cz4
CxA
Time
Wel
RunpR
Cap)
Dn
Up
L-9m
Slope
Size
Ftd
On
T2vd
RLP O 0.
I
W
O
(ac)
(C)
4x5
( ,)
(bIM)
(cfs)
Ids)
lfi)
(6)
IR)
( %)
(N)
(ds)
(R75)
(min)
1
2
Outfel
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
1
0.36
0.77
0.28
028
5.0
6.70
1.86
x
x84.06
484.52
91.63
0.50
15
4.58
3 32
0.51
s2P4 STORM DRAIN CALCULATIONS
100
JUU
195
o
W
495
PROPOSED (RAPE
2
27
190 ....._.........
..
. ..._..__
- _...
® h\
\
\ `-6.m 20'
Oro+t smnmt
J18*
490
20' Sprit"
Seam Eosannl�
_D61919 PG 446 \
C �%
(-
C
-
185
RLP O 0.
I
W
O
4x5
%
{
"
Parcel IDA
a
too
i Acs
Vassalos LLC
- »
,
•
4110
DB 1964 -184
■.. _..
DB 1965 -32.p
d HC-EC
t75 _.
-..
TW 78
s
475
Parcel 11 ; �, Z: SCUPPER 4935
x
_
8.008 Acs
ALbe- -Le Land, LLC
e
s. QR
_ fo1
„ . ' -
3c
493.0
'R
>
>
>
DB. 1964 -164
10 +00
11 +00
1
rN-133=25
4 OPOSED STORM SEWER Roe =>
SP4 s;dlaz scuff: i =30 - - - -- --
VERT. SCALE 1' =10'
® h\
\
\ `-6.m 20'
Oro+t smnmt
^� E.iat CG-2 495
To Be Removed
'Od
20' Sprit"
Seam Eosannl�
_D61919 PG 446 \
C �%
(-
C
-
\
J
_ Cavhct To
Cub
I
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%
{
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Parcel IDA
a
o-
i Acs
Vassalos LLC
- »
,
•
- _ _
DB 1964 -184
DB 1965 -32.p
d HC-EC
s a
TW 78
Parcel 11 ; �, Z: SCUPPER 4935
_
8.008 Acs
ALbe- -Le Land, LLC
`
h
s. QR
_ fo1
„ . ' -
3c
493.0
'R
DB 1919 -443
- ,
DB. 1964 -164
- - -
1
rN-133=25
Zoned; ,HC -EC
e Exist CG-¢ -
E7L•WV' To Ba Removed
Use: Vaewd
0
Tr48&�30
CG-2 � 1rrgR
Cz
Ext
'
Bu 101125
yq-
mp
`
rx TOP-480.84
\
20 0
20 40 60
c
3
PROFILE PLAN VIEW
` SCALE 1' =20'
i
Z �
510
510
O
A_
505
o
"j
.._
-.
_ x
...
505
04
..__...
_-
f
soo
S71
00
5
'
495
495
__..
.PROPOSED. GRADE
... ._..._.....
.. ___
._......
490
.... __
490
485
...
....
__.4
85
O '
4a0
° l Y0xi0P 0FR 14
- -° ° - °
5'
' - _
-__
480
475
E)� 143.95 -
-
_. ..
.. _ - ....
-
475
Cx
F
N O
O
O75T
1 a '. _-
° _.. ..
__
470
s _
470
-
465
465
.`�
�
a.
�_
460
460
d E--' w
w�-+
O
455
455
-�4
=t
450
>
450
E-•
E- E- H
d
a
10 +00 11
00 12 +00 13 +00
o
THE PURPOSE OF THIS PROFILE IS TO SHOW THE AMOUNT OF FILL IS LESS
EZ'-• .d
O
Q'
5
EXI 'I tC S 1 AR SEWi'R PROFItp EX3 => Effi
THAN 15'OVER 7HE EXISTWG SEWER LINE AFTER CONSTRUCTION.
Z
[t.
SP4
WvERt.
__ _...._......_. .�- -c'E.._..__.- 'R�_c_._a..__ ..�.-
HOMZ SCAT 1' =30'
z
SCALE, L' =1o'�
ACSA TO RENEW CCTV BEFORE AND AFTER CONSTRUCTION
�"
�
TO ENSURE THE PIPE IS NOT COMPRIMISED. IF THE PIPE IS
COMPRIMISED R WILL BE AT THE DEVELOPR/APPLICANTS
W
2
TO REPAIR
ut
DOM. PROJECT N0:14,04
INDEX TITLE:
SP4
SHEET NO: 4 of 9
DATE: 06/09/14
Litt
-LOOS
X - TREES TO BE REMOVED
rf1EROSION & SEDIMENT CONTROL PLAN PHASE 1
SP5
42,141'
But)
20 0 20 40 so
SCALE: l'-20'
C 4)
• CD
AP 4
_ _ -1— AP 4
E r-
w
7=
0
6
4 N'mtmc
P PER 2
MICHAEL F.MYERS
&
Lic. Na 33028
a,*
I I AQWs 495.1 R
4
'ONAL
LODrn APER BIR
193
35 'R 3" ,5d
A
QL
RIR 2 4930
MAX DA TO ST
LOD
0.77 AC
3— -n
z
CF
CS-1
5R
U3
SIR
OV
t1i 2
IT
R�§
42141'
Ea
o
LAD --/ I 1) BUD 6'-
m min fi ,." 1
MH
20 0 20 40 60
2 -- EROSION
& SEDIMENT CONTROL PLAN PHASE 2
SCALE: 1'=20'
Z_
2
\SP5
m
CONSTRUCTION SEQUENCE
1. PROVIDE CONSTRUCTION ENTRANCE AND PM[MUB CONTROLS INCLUDING SUPER
SILT FENCE AND SEDIMENT TRAP.
Z CONSTRUCT FILL SLOPE X"W CONSTRUCTION OF FILL SLOPE DIRECT
UPSTREAM RUNOFF To IaP_RAP DITCH AND SEDIMENT TRAP.
I AFTER SLOPE IS CONSTRUCTED, CONTINUE TO DIRECT UPSTREAM RUNOFF TO
SEDIMENT TRAP AS SITE IS BROUGHT UP TO GRADE.
4 STABILIZE SLOPE AS SOON AS POSSIBLE AFTER CONSTRUCTION OF SLOPE.
5. INSTALL STORM SEWER SYSTEM AND PROVIDE INLET PROTECTION AS SHOW
CONTINUE TO DIRECT RUNOFF TO SEDIMENT TRAP UNTIL FINAL SITE
STABILIZATION IS ACHIEVED.
& COMPLETE FINAL GRADING, RETAINING WALL CONSTRUCTION. FINAL PAIANG AND
CURB CONSTRUCTION
E-E—
C)
7. REMOVE SEDIMENT TRAP ONLY AFTER FINAL SITE STABILIZATION AND VATH
:�--
PERMISSION OF COUNTY INSPECTOR.
cl
�
wm
UE-;
C4
c()
CD
&-
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DOM. PROJECT NO: 14.0(
INDEX TITLE:
SP5
SHEET NO: 5 of 9
DATE: 06/09/14
ADEQUATE OUTFALL ANALYSIS
L CHANNELS A, B, Afq C MERE ANAYZm w9t A TWE CF CONLE147RARON Of 5
AWN EACH. N CONSERVARVE ESIWAO(XI WAS USW To ENSURE Ann THE
CONSIRUCTKIN SITEWAND THE FLOWS FROM C RHAAX OUTFLOW FROM CUR
2. AS SHOWN THE to TEAR ST(1R11 REMANS WTHMN lilE CHANNEL WITHOUT
OYERTOPPF O AHE THE 2 TEAR \ELOGIES DO NOT EXCEED THE ALLOWABLE
IEI.OGTY FOR THE E10STS1G RP RAP.
3, THE FLOW THROLDN THE DOSING 36' CULVERT UNDER ROU(IN RD WAS
ANALYZED BY TAKING THE FLOWS FROM THE APPROVED waTFNOUSE
49OOt1IAL YPo200900002' THE 0 LEANNG THE MH EX2 TO W EXi IS
4. RIMOFF 1H$ EAST FLOWS S� r0 CF THE RGxI EJOS'N DW STOWATER MANACQAENT POND LOCATED ON
. RM
S IT IS THE OPINION OF RE Sti&STTNG ENGNEEt THAT THE OUTFALL IS
ATEOUATE,
Q OF 49.11 FROM WHIT'EHOUSE COMMERCIAL 229 CALCULATIONS
Culvert Report
MM» Ea=,� e+4nsml=A.mpe MNGpa CMfaaMMmbY. Me
wa
202
1.52
Existing Culvert Under Rolkin Rd
102
wvm.wq. a>r 28m„
Invert Elev on (ft)
Pipe Length (ft)
= 431.40
Calculators
1.e,l Elev (f 1)
Slope ( %)
03.00
= 7.59
Orlin (�)
49.11
Invert Elev Up (ft)
Rise (in)
: 432 40
TO;:- ds
ailwater Elev (R)
_(dc +D)/2
Shape
Span on)
=36.0
= Ci,w I,
. 36.0
1110MIBMad
Calcula0one
No. Barrels
= 1
Olatal (cfa)
= 49.11
n -Value
Culvert Type
:0.012
Opke (�)
Dovertop ()
= 49.11
= 0.00
Culvert Entrance
= Circular Concrete
` Crowe (C)
vebe Dn (ith)
= 7.45
Coen. KM,c,Y,k
= 0.0040, 2, 0.0377, 0.68, 02
2.0 0317.0.6
Vek1c UP (R/s)
HGL Drs
= 8.52
Embankment
HGL UP DU
= 434.68
Top Elevation (ft)
Top
= 440.72
FMdED (fl)�)
WWU ft
Crest Width (ft)
. 750000
Ebw Reg4ne
= 1 000
=Inlet Control
�ADE�UATE CHANNEL )RAiiNAGE AREASGfIeNNEL )RAiiNAGE AREA \S
SP6
Channel Report
Yhm.ir. �...5=anwn � wmaewe4,mrwoa c:1 xx 6rw.m.r
wa
202
1.52
Adequate Channel Section A
102
w.mnwr. a+1 to no,.
Userdefined
002
-0.M
1.e,l Elev (f 1)
DePMB
= 0.85
Slope ( %) 8,74
0 (cfs)
= 35.16
_=
N -Value 0.025
O I.)
30.84
cu
Callators
Area (sgft)
= 3.8
Calcula0one
Velocity (1US)
= 7.84
Compute by Known 0
Wetted Parini (ft)
= 12.67
Known O (cis) = 30.84
CIA Depth, Yc (ft)
= 0.76
(Sh, EI, nh(Sta, El, n)...
Top Mdth (ft)
: 12.80
(Ste, El, n}(S1a, El, n)...
EGL (ft)
= 1.46
I ] a0.+6r.MH51]. -11 ei, a42411a 11..,6].1x. ao16H,4m, _ u. a.415}at.54. eaM.Om
woe eon)
Bev (t0
458 oD
467.50
4806
4as.00
466.00
465:50
465.00
404.56
w ID 25
Sta (M
EXISTING 36" rrrr vFRT UNDER ROr KIN RD 3 ADEQUATE CHANNEL ANALYSIS
SP6
Channel Report
f"
100 0 100
200 aoD
SCALE; YI00'
T--�. w...> c,..�,w. an..md,e.u,a.iwcvx ]oscr•.+oe.,k o-2
Elevtfl)
asl.00
202
1.52
Adequate Channel Section B
102
w.mnwr. a+1 to no,.
User-defined
002
-0.M
Invert El- (ft) = 459.60
slope
Highlighted
Depth (ft)
= 0.85
N-Valus 00205
0 (cfs)
= 35.16
N -Value r 0.025
Area (sqf)
4.47
cu
Callators
Velocity (RVs)
= 7.8
Compute by Known O
Wetted Perim (ft)
= 10.14
Known 0 (cfs) = 35.16
Crit Depth, Yc (ft)
= 1.14
Knovrn O (d,,) =39.74
Tap Width (R)
= 9.98
(Sh, EI, nh(Sta, El, n)...
EGL (ft)
= 1.81
I OLa+60.]]HSO6,+]p,]], oorvH6.9e. +]560, a.CnHB.ep. +aa1], 0035Hfi b,+W..9>,
0.03])
= 1.98
Depth (R)
2.52
Elevtfl)
asl.00
202
1.52
49all)
102
460 OD
152
002
-0.M
459.60
-0.a9
50
45a.Op
Channel Report
Wcnbw � Ea>iapn 4,umwaNmGDE arriO� be
Adequate Channel Section C
w.o,ea.r. hrr xe m„
Userdafinad
Invert Elav (ft) = 446.72
Highlighted
Slope 1%) : 7.
Depth (ft)
= 0.65
N -Value r 0.025
$97
0 (` )
= 39.14
Area (s M)
= 4.23
Calculetiom
Vebcky1fu
= 9.25
Compute by Knalvm 0
Welled Perm (R)
= 10.06
Knovrn O (d,,) =39.74
cra Depth, Yc (ft)
= 1.03
Top Wm (ft)
= 9.92
(Sts, El. n){Sta, El, n)
(R)
= 1.98
I o.00.++1. WH6ae.+w.a. oms)�i>n.+4.rz oozsu,]sa...ass. awnls.m
woe eon)
Depth (ft) Elev (tU
1.40 449.Of
448.51
090
44aao
OAO 447.60
447.1X)
Ato
446.5D
446.00
t0 12 14 J W
18
Ste (1t)
Saoeorn Dow (ft)
228
1.78
1 28
0.78
)28
0.22
ra 12 14 16 is ID A72
Ste (ft)
0C o
•E�4$
;a
=
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MICTIAEl R MYERS
Tae. No. 33028
3
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DOM. PROJECT NO:] 4.00,9
INDEx TITLE-:
SP6
SHEET NO 6 of g
DATE: 06/09/14
2' Su 9.5
3' Bid 25.0
+'' a 8' 21 -A
4#31–CAL T AVM S o fD scvE
Canppoted Soq
— III =III III -I I i_I i I= III -i I �= III -I I I
j-- 4.5' M IN --I
2 TEMPORARY DIVERSION1 MPQRARY DIVERSION DIKE (DD)
SP7 NOT TO SCR[£ -
NOTE: THIS DETAIL SHOWN FOR INFORMATIONAL PURPOSES ONLY IF NEQUPSTED TO BE INSTALLED BY COUNTY INSPECTOR.
i =)L =`I N. 11. III r •r•r s-
II =J7: P- iI- II-° �u�trr�rad�tifiaa�nlal�e�NU�� ?hr rucsrar�r.
Bow
SIDE ELEVATION
rU urv.
I
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wow R I I ��rosn1E miAYle({
CQIR¢ ADDFEGIE 1G urv.
e ro smwar
u�„c of a
Nu REZ A FULL FU
I-
DE �NfRC4 AMp EO7E4
OORA "O' PLAN VIEW
1 v \CONSTRUCTION ENTRANCE nFTerl (CE)
\ C�� -- -_-L I
IV JCALE
r' SET Posl3 AvD IXGVATf A ayi
r+aDnE nac TxE uuE
fmTs
3. SiM .A rpDx10 To T,,, >P_
FLO/
J. ASE OE RIEp EAeRiC TO ME MAE
f�IF)+D ? urto ME igE'TA;H.
a. E Av TL Dpi NT M
/Jill
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EXTEMrif Ci FA
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E4TER FAetyc
%),�SILZT
FENCE D cAls
Ou Met Owmetar Discnarge Apron Len9t UPStream
Structure Pipe {'n) (cts] (tt Ooxnslreom
7 76� 3.52 ID.W Apra `Stn {CI AprDn Wach (ft Sione Sze
11.5 Goss AI
PIPE
EL
CLOTH ox-
FILTER
d "BED FOR
RECOMMEN
ENTIRE PERIMETER
OUTLET PROTECTION TABLE
SP7 Not To sale
WIRE SCREEN CURB INLET
_ l
.` — '° s
'GRAVEL FILTER CONCRETE BLOCLi -�
RUNOFF WATER WIRE SCREEN
WITH SEDIMENT LOVERFLOW FILTERED WATER
SEDIMENT 2' x 4'
MOOD STUD CURB INLET
SPECIFIC PI ]CATION METHOD O' INLET PROTECTION IS APPUCABLE
AT CURB INLETS *` AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE BONDING IN FRONT OF THE STRUCTURE
'GRAVEL 5H- BE -1 13, 1357. OR 15 COARSE AGGREGATE.
CURB INLET PROTECTION (IP)
A
A
PIPE
OUTLET
PLAN VIER TO FLAT
AREA
WTH NO
DEFINED
CHANNEL
050 =6.
OR - - --
a =u'
FILTER CLOTH HEY IN 6' -9';
SECTION A A RECOMMENDED FOR
ENTIRE PERIMETER
OUTLET STRUCTURES ST -6, CULVERT C, SB -7, SB-2 A SB -3
iempor_ Or�$edimeot Trop Colcula lions
CROSS SECTION OF OUTLET
CLASS I RIPRAP
TEMPORARY SEDIMENT TRAP DETAIL (ST)
NOT TO SCAIE -
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L.. No 3.3028
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DOM. PROJECT NO 4
INDEX TITLE:
SP7
SHEET NO: 7 of 99
DATE: 06/09/14
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4.6
(CY)
(CY) (CY)
(CY)
0.77
57.59
4 68.3 51.59
2 SI.B
Ar
t.o
ORIGINAL
Dry Volume
p2
N GROUND
GIND
i
ELEVATION
GROUND
= B Area
7
ELEVADON
Wet Volume
O7
FILTER CLOTH
EL - A (Ex —te,
"COARSE
CLASS I
AGGREGATE
RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
TEMPORARY SEDIMENT TRAP DETAIL (ST)
NOT TO SCAIE -
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MICHAELF.MYERS
L.. No 3.3028
g8
7
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DOM. PROJECT NO 4
INDEX TITLE:
SP7
SHEET NO: 7 of 99
DATE: 06/09/14
E-
w
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0
to to It to, to to to
Z -, t0 to It -bk It to It to
Wc to to a %a 13 'cc
It to It t/ iwl to la Qr
04 t0 $4 IV \lt to It to to
to ! t to I./ �A It to It to
to to o" to •to W2 zo to to to
ct to to to to to ta to 10
118 15 1 0 412 3.4
V5 1.6 41.e g. zt 11.5
to t0 10 V to 1-c
4 11 13.9 �3 1.7
o *0 te - to to lz
t
4 .0 .4 7 7 1-2 0.8
to to to t 'I to 10 It
G to to to.
It I
2
to to to to 1.0 to
to to, ta to &I 1 W 1.5 is 41.1 8 t4 2 It oo
GO to 3
to to
�i W2 3A ol
to to to to )C 110 1 2 .2 77 5 'oZ kI 9 D, 0.3 .t Wt PROPOSED LIGHTS (2)
k_o 5
to to U %4 of to .1 .1 2 %.6 �.2 cc
AM OTHER LIGHTS E=G
to to to to
I II 1, 43.7 *4
42. 7 .6
..10 to co
• to to liz It/
I . tl %.I 1 .4 1.6
I 6 41
fi. .6 /to to ct
It b
2 ILI VI W
I6 I6
%,
43. 6.0 to %a co
11 0.4 . 1 .0 .4
4
. 1.
.9 2
-0
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o " , < 6 1
:4
4 4 1 12 2. %L7
5
1 .4
Z, . t .3
-!� . , ' 0
o *"o to 1�4
ZA W3 1 0 4
2
.6/5.9 1
7m,
to o t 0 10 r/ m 16 IS 5 b IS U6 I.I .3
X.
8 J.
tl &3 ,, t o'
tz I. j to to 0,/ 21 It W7 9
6 ;4 1.
112 ol
oz �54
to I - It to V 1-2 .4 W5
1 4
,g" I./t. 1 1
1/ It to
ba
to to to to .4 2 . .7, 1
.7/V4 �6 1.4
1
.0 to to
to
TyL _14teMasW Boad" Series
ALL FD(TURRS SHOWN MEET rMA CRITERIA FOR A FULL CUTOFF CLASSIFICATION
POLES TO BE BROWN TO MATCH E)aSIlNG LIGHT POLES
RG to tz- It 1 1.3
W t.4/ 1.2, t1 1 5m. It to to Excel-ine Luniriai e Schedule
P oject: TIP TO
"c' 'a cl t a to 6 1. V2 VI I 5j Z. I. to RESTAURANT
synbot loty I Label In-ancIement 11-11- ILLF I D-ClOti.
11 -
o- to A-1 '�3 1.3 1 ILI tc to to -t-1 12 SINGLE 11700 1.000 1 SMR173MA
to to I
I . 1. 6 I5 .3 ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
to �0 c y .1 4 1 4 tv to It. to
ExceLine Numeric S-ory
Is I4 I. to to to Project, TIP TOP RESTAURANT
/*
X Label C.icType Units] A,Q I Max I Min I /Min M¢x /Min
6, W3 is 11.4 1
no to to to Pork Lot FC t Grad jj�-Ice lFc 11.13 115.4 10.0 10.00 10.00
0 Parkin lFc I 0.00 10.3 10.0 10.00 10.00
3n tc q0 ai to to It FC He and Prop Li I
W2
12/
ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT GRADE
I �.q It TI )'a to to 'o 0 FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE ONLY
ae a to 6,0 1.7 1,1 to iG 0 c to to %.4 'A VS a t./ 0 to 00
to it %.9 IS to to to
to 0 1\ V2 52 4 *14 . 0
to t Is bt to
It 0 0 to to to
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MICHAEL F. MYERS
Lin No. 33028
I
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u4m TITLE.
SP8
SHEET NO: 8 of 9
30 0 30 80 90
SCALE: 1"=30' DATE: 06/09/14
1
NI
MULCH BED AROUND TREE
BOTANICAL k
TO M'5WARPAND
HEIGHT
( t \
CANOPY
KEY
WHERE METERS ARE SIDEWALr,
CALIPER
9 x
01-
MULCHING EQt1A11Y ON 6' PLANTING STRIP
CANOPY
AREA
BOTH 5 OF TREE TO
Betuto nigro 'Heritoge'
MATCH
5ET TRUNK PLUMB. 5EE
WATER METER
PLAN5 FOR EXACT LAYOUT
297 sf
AND 5FACINGG,
'Nailoge' Riser Bids
(SS-2
PLAN: PLANTING 5TRIP; TYP.
TREE TIE5. 5EE 5PEC5.
N.T.5.
1,191 sf
Boxwood to
again pdusMs
_
_.--...- ......._._.__._......._
5
....
725 st
i -2A
Washinytm HestNOm
\ \
-
\•.l.
419 sf
2,933 sf
Ar \
\
I \
t \
\ v FENCING MP)
.y: A
(-
SRE
!,_ L
'
CpS-3
�` \
I
t •� .
R IWY\ f
_. Ry .1
DAC
_
\ \
\
° �
` \.�.
,\ \ .,'
- LIKE EP ESwRR
SPECIES
5 -6
aeu.o dnNdm cis.
t
/
T -5
31
(ri
6' -7'
Y3•i�`
16 sf
80 st
.... Foste Tidy
T-6
1 t
§ \
163 st
326 sf
Royd PVPI4 Smaiebe• _
___... _
. _
.._..2
,::......
T -8
amus Pdustris
2 1/2'
-
6
419 st
2514 sY
Pn . . . .
_..
_ _
T -9
kwxpiw r canodmais
-
6' -Y
7
130 sf
....
910 st
\\, \\
SAOddoM Serriceberry
Told Cmop 7,631 sl
IV-
t1
THIS TREE TO RE RELOCATED
OUTSIDE OF SEWER EASEMENT
AS SHOWN
PROPOSED TREES
MULCH BED AROUND TREE
BOTANICAL k
TO M'5WARPAND
HEIGHT
EXTEND TO BACK OF CURB
CANOPY
AND EDGE OF SIDEWALK.
KEY
WHERE METERS ARE SIDEWALr,
CALIPER
LOCATED CL05E- EMEND
RANTED
MULCHING EQt1A11Y ON 6' PLANTING STRIP
CANOPY
AREA
BOTH 5 OF TREE TO
Betuto nigro 'Heritoge'
MATCH
5ET TRUNK PLUMB. 5EE
WATER METER
PLAN5 FOR EXACT LAYOUT
297 sf
AND 5FACINGG,
'Nailoge' Riser Bids
(SS-2
PLAN: PLANTING 5TRIP; TYP.
TREE TIE5. 5EE 5PEC5.
N.T.5.
PROPOSED TREES
TREE
BOTANICAL k
MINIMUM
HEIGHT
QUANTITY
CANOPY
TOTAL
KEY
COMMON NAME
CALIPER
PIAMTING
RANTED
10 YEARS
CANOPY
AREA
i
!!!
Betuto nigro 'Heritoge'
Japanese
Euon,Jy;Aixooitinq D f
-
-
tt^ d to
297 sf
T -1F
'Nailoge' Riser Bids
(SS-2
3
397 sl
1,191 sf
Boxwood to
again pdusMs
_
_.--...- ......._._.__._......._
5
....
725 st
i -2A
Washinytm HestNOm
2 1/2'
-
1
419 sf
2,933 sf
�Ok
T.j�rh�
.y: A
I
k
i
i
CpS-3
.mss -
Total
Canopy
4,124 sf
0
TREE
BOTANICAL 3
MINIMUM
HEIGHT
QUANTITY
PLANTED
0
1
7
1
COMMON NAME
J
..
' • ?
:. T-6 '. r-
�" _ (t) Existing
to remain
i
••. f
4
®
(3) Existing
i
!!!
I
Japanese
Euon,Jy;Aixooitinq D f
-
-
tt^ d to
297 sf
1
emoin
(SS-2
(9) Existing D
j -- -'_ - --
Boxwood to
Ootoegus phom -r m
2 1/2'
emoin
5
'
725 st
2
Washinytm HestNOm
..
�_
.942 t
� d
:M
R:d.aade: 'od..•. NMy �•
(4) E isling
T.j�rh�
.y: A
I
k
i
i
CpS-3
.mss -
r
397 sf
'D
i.'�1�.�
Tdwd GNUrh.r /goy AbW
w,� i --
24'
26
5 -6
aeu.o dnNdm cis.
t
/
T -5
31
(ri
6' -7'
Y3•i�`
16 sf
80 st
.... Foste Tidy
T-6
Coti'vo coggygno
51-V
163 st
326 sf
Royd PVPI4 Smaiebe• _
___... _
. _
.._..2
,::......
T -8
amus Pdustris
2 1/2'
-
6
419 st
2514 sY
Pn . . . .
_..
_ _
T -9
kwxpiw r canodmais
-
6' -Y
7
130 sf
....
910 st
\\, \\
SAOddoM Serriceberry
Told Cmop 7,631 sl
0
EXISTING TREES
TREE
BOTANICAL 3
MINIMUM
HEIGHT
QUANTITY
PLANTED
0
1
7
1
COMMON NAME
J
..
' • ?
:. T-6 '. r-
�" _ (t) Existing
to remain
i
••. f
4
®
(3) Existing
i
!!!
I
Japanese
Euon,Jy;Aixooitinq D f
-
-
tt^ d to
297 sf
1
emoin
(SS-2
(9) Existing D
j -- -'_ - --
Boxwood to
Ootoegus phom -r m
2 1/2'
emoin
5
'
725 st
2
Washinytm HestNOm
..
�_
.942 t
...__........
T-4
R:d.aade: 'od..•. NMy �•
(4) E isling
T.j�rh�
Joponese
Euonymus to
e main
I
k
i
r
�
CpS-3
.mss -
msa
397 sf
'D
i.'�1�.�
Tdwd GNUrh.r /goy AbW
w,� i --
24'
26
5 -6
aeu.o dnNdm cis.
t
/
T -5
31
(ri
6' -7'
Y3•i�`
EXISTING TREES
TREE
BOTANICAL 3
MINIMUM
HEIGHT
QUANTITY
PLANTED
CANOPY
10 YEARS
TOTAL
CLAY
KEY
COMMON NAME
CALIPER
PLANING
sat ro xME
�'(IAB PfiPR, TON PL1N
MIEN
T -1
ms urciso x ComponLdot
3'
-
3
99 sf
297 sf
1YS WM N fdd.4 A
'Oiome Flowing Chwry
Rmdodwdrm .'Cad EAN'
T -3
Ootoegus phom -r m
2 1/2'
-
5
145 sf
725 st
Washinytm HestNOm
...__........
5-4
R:d.aade: 'od..•. NMy �•
Betula Igro 'Heritage'
7
TAdN•w• Y y Imi Md.
T-4
'Heritage' Ri- Bide
_
lo'-12,
7
397 sf
2,779 sF
Tdwd GNUrh.r /goy AbW
Nex N Itt —.to 'FosterE
24'
26
5 -6
aeu.o dnNdm cis.
t
-
T -5
31
-
6' -7'
5
16 sf
80 st
.... Foste Tidy
T-6
Coti'vo coggygno
51-V
163 st
326 sf
Royd PVPI4 Smaiebe• _
___... _
. _
.._..2
,::......
T -8
amus Pdustris
2 1/2'
-
6
419 st
2514 sY
Pn . . . .
_..
_ _
T -9
kwxpiw r canodmais
-
6' -Y
7
130 sf
....
910 st
SAOddoM Serriceberry
Told Cmop 7,631 sl
EXISTING SHRUBS
TREE
BOTANICAL k
MINIMUM
HEIGHT
QUANTITY
KEY
COMMON NAME
CALIPER
O
PLANTING
RANTED
3 TREE PROTECTION FENCING DETAIL
sat ro xME
�'(IAB PfiPR, TON PL1N
MIEN
S -2
-
2i'
tt
1YS WM N fdd.4 A
Rmdodwdrm .'Cad EAN'
S-3
-
24
16
Cad "i Ae
...__........
5-4
R:d.aade: 'od..•. NMy �•
24
7
TAdN•w• Y y Imi Md.
Awm s�ft. Ed.ad coNd•'
S-5
Tdwd GNUrh.r /goy AbW
24'
26
5 -6
aeu.o dnNdm cis.
t
-
24'
31
Smma..wl Wtlxx
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 150 LF /50 LF = 3 TREES
PROVIDED: 3 TREES OK
STREET TREE CANOPY - 297 SF
PARKING AREA TREES:
CANOPY REOUIREO: 0.05`41,500 SF-2.075 SF
OUANTITY REQUIRED: 1 TREE PER 10 SPACES
101/10 = 10.1 TREES
CANOPY PROVIDED: 5,202 SF OK
QUANTITY PROVIDED. 16 TREES OK
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 OK
DRIP
5NCN
eon
i
LENT !
y.
20 0 20 40 60
SCALE: 1 " =20'
ENa
CORRECT METHOD5 OF TREE FENCING
t ft� yl r
•d'
CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
3 TREE PROTECTION FENCING DETAIL
sat ro xME
�'(IAB PfiPR, TON PL1N
MIEN
:S
ros_�
c ' 4
as
E c
ow
O
m� 4
MLCHAEL F. MTERS
I.ic. N. 3302E
1�y
6
S
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ri7
u� 0
y Y
Q.n
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F
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z
E a.
-d � W W
w
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A
a a
z
DOM. PROJECT NO44.1
INDEX TTTLE:
SP9
SHEET NO: 9 Of 9
DATE: 06 /09/14