HomeMy WebLinkAboutSDP200800167 Plan - Approved 2009-02-26Ute__
J N N 1
E N E AL ED I I yMINORAMENDMENTT0SITEDEVELPMENTPLANFWATERm
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. E_
TOP RESTAURANT 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 0 0 m
C3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IS NAVD88.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
TMPARCEL 1OA 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES.7v8
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ;,
101104a
n+.............pGv• DB 1964 P184*I
RIVANNA DISTRICT, ALBEMARLECOUNTY,VIRGINIA pLTH OF
All
Timothy Ray Millerer
L'cNo.
05424SITEDATAGENERALNOTESNTY .
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S NAL E
LEGAL REFERENCE: TM 78 PARCEL 10A 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRIPJG ANY DISCREPANCIES TO THE 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
ATTENTION OF THE ENGINEER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ReV1S1
NO. DESCRIPTION DATE
SOURCE OF TITLE FOR PARCEL 10A: DB 1964 PAGE 184
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED.
OWNER: VASSALOS, LLC
AD
3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
R1420RICHMOND 0 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONI_ HALF (1/2) FOOT CANDLE. IMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE
CHARLOTTESVILLE, VA 22911 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAX
4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE ACHIEVED.
ZONING: A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO RI=FLECT LIGHT AWAY FROM ADJOINING DIRECTOR ;
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE 'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE
HC - HIGHWAY COMMERCIAL A DRAINAGE CHANNEL.
EC - ENTRANCE CORRIDOR OVERLAY DISTRICT
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
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MAGISTERIAL DISTRICT: RIVANNA o7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
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SOURCE OF BOUNDARY SURVEY: 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUS1 COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). zU
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BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. [-.--i
SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS,
W
PERFORMED MARCH 2002.W
FIELD SURVEY BY DOMINION DEVELOPMENT RESOURCES LLC. SPECIFIC NOTESSITE
FIELD SURVEY CONDUCTED IN FEBRUARY 2007.
1. THIS MINOR SIT P AN AMENDMENT SHOWS AMENDMENTS TO SDP -2008--00027. THE PURPOSE OF THIS MINOR DRAWING INDEX
BENCHMARK: FINISHED FLOOR AT MAIN ENTRANCE ELEV -
AMENDMENT IS FOR ADDING A PERGOLA TO THE PREVIOUSLY APPROVED PATIO AREA.
497.20
2. STORM WATER MANAGEMENT SHALL BE PROVIDED BY AN ONSITE STORMWATER MANAGEMENT FACILITY. 1 of 3 COVER SHEET 5;1
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BUILDING SETBACKS: 3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25.
30' FROM PUBLIC R/W 3 of 3 LANDSCAPING & LIGHTING PLAN
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4. THE EXISTING SIGN SHALL REMAIN.
PARKING SETBACKS:
10' FROM PUBLIC R/W
5. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. GLE END
6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
MAXIMUM BUILDING HEIGHT: 35'
7. TRASH REMOVAL: EXISTING DUMPSTER. `9 Benchmark 500 Existing Elevation/Contour
PAVING SPECIFICATIONS: 8. THE RESTUARANT USE SHALL OCCUPY 1.50 ACRES. - -
W/E-- Existing Waterline x [500] Proposed Elevation ; o
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL ---0/E-- Overhead Electric 00 Proposed Contour
2" - SM 9.5 SURFACE MATERIAL 9. THE MAXIMUM IMPERVIOUS AREA WILL BE 34,278 SF
X Power Pole MINNOW 3
SIDEWALKS: 4" - 3000 PSI CONCRETE 10. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT I -ROM EC. Slopes Greater Than 25% o o
Exist Light Pole
CURRENT USE: RFSTAURANT Prop. Light Pole New Concrete Sidewalk
MH Manhole •
PROPOSED USE: RESTAURANT C/0 Clean-out Existing Concrete Sidewalk • t 0
PARKING SCHEDULE:
Removed O
Gas Meter
PARKING SPACES REQUIRED: TBR To Be
13 SPACES PER 1,000 SF
5,247 SF/1000 SF * 13 = 68 SPACES (INCLUDES 230 SF PATIO) E'' 41
W E-4
PARKING SPACES PROVIDED: Z O
EXISTING SPACES = 65 (INCLUDES 4 HANDICAP SPACES) U
NEW SPACES = 17
TOTAL = 82 SPACES
MAXIMUM ALLOWED = 68 * 1.2 = 82 SPACES
LOADING SPACES REQUIRED: 0
LAND USE SCHEDULE:
PRE -DEVELOPMENT % POST -DEVELOPMENT %
BUILDING: 5,017 SF 7.7 5,247 SF 8.0
PAVED: 23,613 SF 36.1 29,031 SF 44.4 % SITE
PERVIOUS: 36,707 SF 56.2 31,059 SF 47.6 IN
TOTAL: 65,337 SF 100 65,337 SF 100
s
SSP
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VICINITY MAP _64
SCALE: 1" = 1000'
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
ZONING DEPARTMENT
Z
INSPECTIONS DEPARTMENT/FIRE OFFICIAL
N
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
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ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
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Sheet No:
i 01 j
T7n\ 78
Existing 20' Parc64 10DrainageEasement
White House 40tel SLC
DB 1726-356
DB 1919-443
DB 1964-184
Existing Zoned; HC -ECL
Retaining Was Use: Motel
AMENDMENT NOTES:
1. NEW PERGOLA TO BE ADDED TO THE APPROVED
PATIO AREA.
Existing Storm Sewei
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0 Existing
44, Entrance e)
d
too
I - , , 4. f to q600
fl
W- 44 6 T-9
8f --
S40-!4-5'5-8
0 1'- Of 0
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C0 S! L NLTH
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75 Ln
0Lj _.........Ch.....,,....:..,:::.;_.. -
C) 45.3'
CD 12V) ..................... .
UExist. Dumpster Pad 11 22.1'
HC Q) Tim hy Ray Miller90WalCIOW/Block I
00 — 3: ui Uic. No. 30542
X
X. LLJ
v 00 jXxCn0
MCC12an
HC
Existing Parking 00
f
L0 Existing 1 -Story BENCHMARK
0 495
0
ENS/ONAL
X ja)
Roof -Mounted
Mechanical
Building
FFE=497.2 ELEV= 497.2
490
C L
1--.— .: M.1. ............... CD
4Overhang C-12 /-1
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T
6 - - --------
Existing Grade
00r-
E-4
Equipment 5,017 SF Total 8.9, 8.9joll
C)
490
C) Revision.,
DATE
0
Benchmark: 4
II
See Note) 40 e
0
2!
F2
t. L4Light P
PK Nail
Elev=492.18 T Existing Parking
7.9' i
0+00 0+50
NO. DESCRIPTION
475
Ln 0
475
New 230 SF. Patio
D 0 2) Typ of 2)
1470
0
0
0
1W UAM -
ELEV = 480.3
e er to toil
Ln
LU .......... L
New
OverOver
00
Pergola _CN -4
Patio W C14
91 C3
HC Exist Water Service
m
F- +
0 Ex*jSt-r,;
j
16
r 00
0, 0 jWC04er4___b4Q riasx495.1
56
DB 1964-184 ................. .. .................. .............. and Steel /°'." .:w/`i' V ; V) 3'R ACZoned; HC—EC F - - _7
I---
I _
3 R
N, 493.5 493 5 xUse: Vacant 3'R................................. .....
AQ_1.,O
Exis:
Trap'
Cj
C)
E _6
New
4' Curb X iL M Access EasementCut)
LLJ 0
Provide gr6 nd cover Ipr JEC-LT- 7STIP& 15" HDPE To RE4 lopes ste6per than 13:1 ........ . . . STR — 2:
IColumnsin,,
495. 2
Proposed Grade
f
495 0
51.0' R =3
495
0
I UK4' 2'R Sidew1, k Ps
490490
C141--.— .: M.1. ............... CD
4Overhang C-12 /-1
0 v
T
6 - - --------
Existing Grade
00r-
fl-
Q
N, ........... — ------ --- .......
E-4
Existing Grade____
1
M
4 3,5a,-, E 423.4
C)
490
z
E
0
Benchmark: 4
II
E-1
475
0
2! U
W_ PK Nail
Elev=492.18 T Existing Parking
470
0+00 0+50
475
0
26 Spaces @ 9 Width k -T4
ew Bu per Bl clksExiinaEdofi lk Idtie0ovemerlit -r:) I I
CG -2 2
I .............. .............
Exist. Z549( t. siv
IR
To Rer ainTM78
L0
Top of Berm=483.00
El ev= 482.10
Biofilter Cre =41K.-10-
J
Elev=480.00
SCC -3
Sediment Foreboy
SEDIMENT FOREBAY CROSS—SECTION
Not To Scale
6" Depth
2
rtss Al Rip -Rap
Filter Cloth
2SCC-1, 2 and 3
N'ot To Scale .. ..... . ...........................................................
NOTE: Building Roof shall completely screen
mechanical equipment from EC.
lev= 4
4' -
CROS
UU: N.T.S.
TOD of Berm Elev= 480.3
EMERGENCY WASPILLWA .. -_ _- -- -- ------ --- -- - - -
6" VDOT 21A
Subgrade
YPI CAL PAVING SECTION FOR NEW PARKING LOT
SCALE: N.T.S.
Proposed Grade
495 0 495
0
490 490490
M
T
485 Existing Grade 485485
E-4
Existing Grade____
1
M
4 3,5a,-, E 423.4
480
490
475 n
II
475475
470
475
470
0+00 0+50
475
Trn 78
Parcel 57B
Free Bridge Auto Sales Exist. Retaining Wall
DB 1965-32
Zoned; HC—EC CD
C14
Use: Automobile Sales & Service
C
495495
Proposed Grade
495 0 495
0
490 490490490
485 Existing Grade 485485
Existing Grade____
1
4 80480480
490
475 n
II
475475
470
475
470
0+00 0+50
Trn 78
Parcel 57B
Free Bridge Auto Sales Exist. Retaining Wall
DB 1965-32
Zoned; HC—EC CD
C14
Use: Automobile Sales & Service
C
495495r--- Prnnnqpd rrneip
0
490 490
485 485 Existing Grade 485
480480V 4 80
r--)
480
490
Lt
II
475 Proposed GrQ'de
1;
1 475
V
L2
475
rp
475
4701 1470
0+00 0+50
SCC -1 PROFILE SCC -2 PROFILE
7SCC, 2 and 3 PROFILE
SCALE: I" = 30' Horz
I' = 10, Vert
495495C54-
495
490 490
d Grade.::: ...............
485 Existing Grade 485
480
Eidating ...........
480
r--) 0
490
Lt
475 Proposed GrQ'de
1;
1 475
cn
L2
rp
4701 1470
0+00 0+50
SCC -3 PROFILE
495 495
d Grade.::: ...............
490, Eidating ........... 490
001 ....................
cn
485 rp
485
0
1W UAM -
ELEV = 480.3
e er to toil I
e
I
W 15."HDPE \-Exist. 15"'. HDPE
m
F- +
WIDTH 6'
16
r 00
480480
LO
Cd
LLJ
00000e
C,
475 En V) 475
aio- er.
Refer t. Detail
w CL (n
470 1 1 1 470
0+00 0+50 1+00 1+50 2+00 2+50
r5STORM PROFILE A
2 of 3 SCALE: I = 30 Horz
1, = to' Vert
4" On
0
20 0 20 40 60
0 E E
SCAL&I " = 20' •F-4
100 Yr. High Water Elev. = 479.12
10 Yr. High Water Elev. = 478.97
2 Yr. High Water = 478.80
Crest Elev = 479.0
Weir Elev = 478.5
BIO -Filter Area
OUTLET S
of 3 1 Not To Scale
r
2' Diameter
Concrete Manhole
Me
j
mbonkment
Concrete
Anti -Vortex
Device
W/Dl-7
Grate Inlet
15" HDPE Outlet
Inv = 475.0
1 D2- e th
of VDOT 68
ETAIL
Sheet No:
S2 of 3
C)
cn
C:)
0
LO
Cd
Sheet No:
S2 of 3
3:1 Side
Slopes (M
SIDE 5LOPF: '1F:GRA( E:D
70P f- 1_3ERIM TO 3:1 (MAX)
EL: V 480).3
I);- T., E_E'V=4'7a c,nm 0AK,r. /znct;f Trnoc SIL/
Nr%I:FS:
TL -IE BIO FlI TER IS NOT TO BE CONST:RU ,TED UV IL THE S'TE S ADEQUATELY STABIL ZE-,
ACCORDING TC• -Hl: th'ATE:R RE:SC)URC;-:S PIER`d NNF:..
2. I - HE SAND/` UI JLE:AF MULCH MATERIAL ML/SI bF- INSPEC;T`:D BY WA -IF. -R. RE`iOUI R( ::5 F'`:R`.SONNF".
BE FORE INSTALLATION OF T'HE BIO. --FILTER.
3 f>'IF: ii10'- FI _N`.. R SOIL. .11X { LJOT f:i`:: l.1JCK RIR-f II..T'::R MIX OI; I I::`.HT1::1:) AN:) A`''`t:V::O DQUAL,
4. THE BIO- Fli_TER SOIL MIX :'v`UST BE ST' B: LIED WITH SOD OR NATIVE VP_DFLOWER/NATIVE CRASS
n:; : ,, _;
T,
MIX,, PIAN i:. ; IN -r:->-; -,::.FDi_D. WITH F t:;1V`" STRAW MI.I.ClI AND E:C; 1. :A[ CINC. EiOi rl WILL
RF:CxUI A MINIMUM r E ;i Th'f.:E: AIV I:) ` HRUB Q'__S (SE:E: I_ISC FC) iH . R GHT - PLANTING-OCATION`
SHALL BE PER COUNTY REQUIRE1V-ENTS;.
JRING CONST'UC"ION, WATER F;(': z,:;l- RC= P ::RSONNE:1. WUST BE': NC1"'I':I:) TO IN` PELT iiE-
UNL}ERI)RAN IrJSTAI..I..All,l`, Al='1='Rt)1F: TNF: SC;iI.. MIX, ,4N0 A>'>'ROVI: '": CDMPI..F:TEIi INS1A.i_HIIC}N.
6. CONCCR ETE BERM TO BE CONSTRUCTED WITH E'PnQ:ON AND SED "111 NT CONTROL PLAN SHALL
fR ::MOVEN:) TCS W WAN -.R MANAGEIVIENT F -A 'll..ITY.
OR MORE INFORMATION PLEASE CAI_ 'MATER RESOURCES PERSONNE_ AT (4.34) 296 586,
1 BIO -FILTER DETAIL for SWM FACILITY
3 of 3 NOT TO SCALE
TREE PLANTING SCHEDULE
TREE BOTANICAL & MINIMUM
HEIGHT QUANTITY CANOPY
TOTAL
CANOPY
KEY COMMON NAME CALIPER PLA® ING
PLANTED 10 YEARS
2,128 SF
T-1
runus incise x Campanulat
3" 3 99 sf 297 sf
Parking Lot
Okome" Flowering Cherry
11700 1.000 SMR173MA o
Z
Rhododendron x 'Carol Bells'
T-3
Crotaegus phaenopyrum
2 1/2" 6 145 sf 870 sf
16
Washington Hawthorn
Coral Bells' Azalea
1.000 1 SMR173MA - SMRGS
Rhododendron x 'Delaware Valley White'
Betula nigra "Heritage"
24" 7S-4
T-4 10'-12' 7 397 sf 2,779 sf
Heritage' River Birch
S-5 Edward Goucher' Glossy Abelia
Ilex x attenuota 'Fosteri'
26
Clethra alnifolia & cvs.
T-5
S-6
6'-7' 5 16 sf 80 sf
Summersweet Clethra
Foster Holly
T-6
Cotinus coggygria
5'-6' 2 163 sf 326 sf
Royal Purple Smoketree
Quercus palustris
T-8 2 1/2" 6 419 sf 2,514 sf
Pin Oak
T -g
Amelonchier conadensis
6'-7' 7 130 sf 910 sf
Shadblow Serviceberry
Total Canopy 7,776 sf
SHRUB PLANTING SCHEDULE
82/10 =
TREE BOTANICAL & MINIMUM HEIGHTQUANTITY
QUANTITY PROVIDED:33 NEW TREES AND 6 EX.
KEY COMMON NAME CALIPER PLANTING
PLANTED
EXISTING CANOPY
Abelia 'Little Richard'
2,128 SF
PROVIDED: 7,776 SF
S-2
TOTAL CANOPY =
24" 11
Parking Lot
I
Little Richard' Abelia
11700 1.000 SMR173MA o
Z
Rhododendron x 'Carol Bells'
B DOUBLE 11700
S-3
SMR173MA
24" 16
SINGLE
Coral Bells' Azalea
1.000 1 SMR173MA - SMRGS
Rhododendron x 'Delaware Valley White' 24" 7S-4
Delaware Valley White' Azalea
Abelia grandiflora 'Edward Goucher'
S-5 Edward Goucher' Glossy Abelia
24" 26
Clethra alnifolia & cvs.
S-6 24" 31
Summersweet Clethra
e3 of ?:O Detc l on S')
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 150 LF/50 LF = 3 TREES
PROVIDED: 3 TREES
INTERIOR TREES:
AREA REQUIRED: 0.05*35,580 SF=1,779 SF
PER 1 SPACESIR1TREEE0QUANTITYREQUIRED: QU UQ
1310 -FILTER LANDSCAPING
SPECIES
Inkberry Holly (2)
Virginia Sweetspire (3)
0 Sweet Pepperbush (3)
Revised
Entrance
TYP ries
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APPUCATIONS
Building Pertreters, Parks Recreation Areas, PaNno Areas.,
Roadways, Outdoo, Sales Areas. Sport Cowt3, Outdoor
Arms
CONSTRUCTION
Precision die -cost aurnin,ar housing.
One place tuly Basketed de cost alurninuT. iers ha -re
Construction arc gaskebng prohib4 oust, ,r:oastiare and bug
entry.
Todbss entry rto housing•lanp ct-ember via door/lers
frame latch
Corrosion resistant Duroplex II bronze polyeeter povxier
coated tnish.
Optional desgner 9nishes available. See page 28' it the
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AREA PROVIDED: 1,950 SF
I--
QUANTITY PROVIDED:33 NEW TREES AND 6 EX.
TOTAL CANOPY:
a
REQUIRED: 0.10*65,337 SF = 6,534 SF
EXISTING CANOPY TO REMAIN: 2,128 SF
PROVIDED: 7,776 SF
Lumens
TOTAL CANOPY = 9,904 SF
Includes Existing Parking Lot Trees
1310 -FILTER LANDSCAPING
SPECIES
Inkberry Holly (2)
Virginia Sweetspire (3)
0 Sweet Pepperbush (3)
Revised
Entrance
TYP ries
O '
012
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APPUCATIONS
Building Pertreters, Parks Recreation Areas, PaNno Areas.,
Roadways, Outdoo, Sales Areas. Sport Cowt3, Outdoor
Arms
CONSTRUCTION
Precision die -cost aurnin,ar housing.
One place tuly Basketed de cost alurninuT. iers ha -re
Construction arc gaskebng prohib4 oust, ,r:oastiare and bug
entry.
Todbss entry rto housing•lanp ct-ember via door/lers
frame latch
Corrosion resistant Duroplex II bronze polyeeter povxier
coated tnish.
Optional desgner 9nishes available. See page 28' it the
71 01
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Description
4 B SINGLE
raLTH Or
Tho y Ray Miller
Lic. No. 30542
Z• Zx o9
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FSS/ON AL
ENG\
Revisions:
NO DESCRIPTION I DATE
6=L'Sat ECkET23.5s3 ° v C`,'' ' O ; O ,.
40.40WEU'h113, 2 O Ot
211
All fixtures shown meet IESNA criteria
for a full cutoff classification.
Blo-filter shall be stabilized per note #4,
And shall be planted with all three (3) species. 2 LIGHTING PLAN
ExceLine Luminaire Schedule
I
I--
Project: TIP TOP RESTAURANT I
Symbol Qty Label Arrangement Lumens LLF Description
4 B SINGLE 11700 1.000 SMR173MA o
Z
1 B DOUBLE 11700 1,000 SMR173MA 0
Z
3 BS SINGLE 11700 1.000 1 SMR173MA - SMRGS
w w
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
ExceLine Numeric Summar
Project; TIP TOP RESTAURANT
Label Calci pe Unit sAvg Max Min Av /Min Max/Min
Parkin Lot FC at Grad Illuminance Fc 113 15,4 0,0 0.00 0.00
FC Beyond Prop Line Illuminance I0.00 0,3 0.0 0.00 0.00
Am In lm u m o p an s s a a use .............. -........................ ...................... _.-_.... _. _............ -... -
3 of 3 SCALE: 1" = 30'
m
ALL VALUES SHOWN ARE H RIZ NTAL INITIAL FOOTCANDLES AT GRADE
0° a)
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Euonymus to remain 3 0 ' w
1, T 4 -I __ -._-. (g) Existing Dwarf Ir,ii' r CCS1 _ to remain . f f ° Q (7)S-4 • r -tBoxwoodr....
ang`
w a
Existing 1 -Story (5) S-2 - • L],0
Roof -Mounted Building BENCHMARK I
00
00," sr ELEV=497.2Parcell0A _.... ............. _..._.... _-....._... Mechanical FFE=497.2 q O y201, " > • 1.50 Acs 5,0 Total a17SFInt is
T " Vassalos LLC 4 _..._ _._ ._.. .-_. - (
qui
No Light1. , K ,>, ,„ - s (SeeNote)Planter x t i ht
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x I I i DB 1964-184
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T_4 DB 1965-32 _° to remain 1'-1;
Afound q
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New 2' Planter Box z
New Above Patio
30 Access Easement „ 4 Curb Cut`, `I j ` New Handrail ' W 4-1
3Above Patio
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R.rovlde groWnd cover fpr \\ \ _.. .<. XISTI •.- - - .:.;w _ _ { U)
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1 Expanse" \ a . Parcel 57B Dug ,d No:
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3, '92'-15 , Exist. End Section 9 Exist. Retaining Wall
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DB 1965-32
ti 20 0 / 20 40 60
3 LANDSCAPE PLAN S3 ofSCALE: 1" = 20'
Z 3 of 3 SCALE: 1 " = 20' O_ •,{/ /_j
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ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
ExceLine Numeric Summar
Project; TIP TOP RESTAURANT
Label Calci pe Unit sAvg Max Min Av /Min Max/Min
Parkin Lot FC at Grad Illuminance Fc 113 15,4 0,0 0.00 0.00
FC Beyond Prop Line Illuminance I0.00 0,3 0.0 0.00 0.00
Am In lm u m o p an s s a a use .............. -........................ ...................... _.-_.... _. _............ -... -
3 of 3 SCALE: 1" = 30'
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ALL VALUES SHOWN ARE H RIZ NTAL INITIAL FOOTCANDLES AT GRADE
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00
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qui
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DB 1965-32
ti 20 0 / 20 40 60
3 LANDSCAPE PLAN S3 ofSCALE: 1" = 20'
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