HomeMy WebLinkAboutSDP200800027 Plan - Approved 2008-08-18U
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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. a L
TIP TOP RESTAURANT o
C m -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.
3. 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. .0 5
E
4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY. 0
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001).TM 78 PARCEL 10A 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. M `, ` •
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. • .... •DB 19 PA E 184
RIVANNA D ALBE MA LE NTY I I N I A
tpt T H pr
o All
Timothy Ray Miller
Lit No. 30542
SITE DATA GENERAL N ALBEMARLE G TI N N ., N 0EALN 0 TESIRYENINEEGGEN0RUC 0 NT RU E
LEGAL REFERENCE: TM 78 PARCEL 10A 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING 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
SS/ONAL
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. Rev13
SOURCE OF TITLE FOR PARCEL 1OA: DB 1964 PAGE 184 NO. DESCRIPTION DATE
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
1420 RICHMOND ROAD
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. 3 COUNTY CIONTS
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF (1/2) FOOT CANDLE.
4
CHARLOTTESVILLE VA 22911 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE
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 REFLECT LIGHT AWAY FROM ADJOINING
HC - HIGHWAY COMMERCIAL 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 DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE
A DRAINAGE CHANNEL.
EC - ENTRANCE CORRIDOR OVERLAY DISTRICT 0
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. o
MAGISTERIAL DISTRICT: RIVANNA 0D o
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
6 o
SOURCE OF BOUNDARY SURVEY:
Z
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Z
BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. o
CL
SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS, W
PERFORMED MARCH 2002. NOTEFIELDSURVEYBYDOMINIONDEVELOPMENTRESOURCESLLC.SITE S
FIELD SURVEY CONDUCTED IN FEBRUARY 2007.
1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO SDP -2007- 00142. THE PURPOSE OF THIS MINOR DRAWING INDEX
BENCHMARK: FINISHED FLOOR AT MAIN ENTRANCE ELEV - 497.20
AMENDMENT IS FOR ADDING ADDITIONAL PARKING AND AN ADDITIONAL 230 SF PATIO. !l; Ln
2. STORM WATER MANAGEMENT SHALL BE PROVIDED BY AN ONSITE STORMWATER MANAGEMENT FACILITY. 1 of 3 COVER SHEET 5;1
5;1 In
BUILDING SETBACKS:2 of 3 SITE PLAN w
30' FROM PUBLIC R/W 3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25.
3 Of 3 LANDSCAPING &LIGHTING PLAN
4. THE EXISTING SIGN SHALL REMAIN. Q
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' {n7. TRASH REMOVAL: EXISTING DUMPSTER. Benchmark 500 Existing Elevation /Contour
PAVING SPECIFICATIONS: - Existing Waterline
N
8. THE RESTUARANT USE SHALL OCCUPY 1.50 ACRES. W E -- Eti 9 x [500] Proposed Elevation
PARKING AREA: 6 - #21A AGGREGATE BASE MATERIAL - -0 /E -- Overhead Electric
2" - SM 9.5 SURFACE MATERIAL 9. THE MAXIMUM IMPERVIOUS AREA WILL BE 34,278 SF 00 Proposed Contour
Power Pole
SIDEWALKS: 4" - 3000 PSI CONCRETE 10. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. Slopes Greater Than 25% o o -
Exist Light Pole o 0 0
CURRENT USE: RESTAURANT .-M Prop. Light Pole New Concrete Sidewalk
MH Manhole co
PROPOSED USE: RESTAURANT
C/0 Clean -out Existing Concrete Sidewalk
PARKING SCHEDULE: Gas Meter
PARKING SPACES REQUIRED: TBR To Be Removed O >_
13 SPACES PER 1,000 SF
5,247 SF /1000 SF * 13 = 68 SPACES (INCLUDES 230 SF PATIO)
PARKING SPACES PROVIDED: W Z ;=1
EXISTING SPACES = 65 (INCLUDES 4 HANDICAP ES) C:111
APPROVALS
NEW SPACES = 17
DEPARTMENT OF COMMUNITY DEVELOPMENT
U
ZONING DEPARTMENT °-6W' /g Iveve
INSPECTIONS DEPARTMENT /FIRE OFFICIAL 4
SERVICE AUTHORITY
TOTAL = 82 SPACES
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
ARCHITECTURAL REVIEW BOARD
MAXIMUM ALLOWED = 68 * 1.2 = 82 SPACES
FIRE OFFICIAL
LOADING SPACES REQUIRED: 0
a
a
O
LAND USE SCHEDULE:
W
a
PRE - DEVELOPMENT % POST- DEVELOPMENT %
E4
BUILDING: 5,017 SF 7.7 5,247 SF 8.0
O Q
Co
PAVED: 23,613 SF 36.1 29,031 SF 44.4 SITE
Cd
PERVIOUS: 36,707 SF 56.2 31,059 SF 47.6 N
A
TOTAL: 65,337 SF 100 65,337 SF 100
Sheet No:VICINITY MAP 64
SCALE: 1" = 1000'
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
U
ZONING DEPARTMENT °-6W' /g Iveve
INSPECTIONS DEPARTMENT /FIRE OFFICIAL 4
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
ARCHITECTURAL REVIEW BOARD
z
FIRE OFFICIAL
S1 of 3
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W
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Sheet No:
S1 of 3
I
Existing 20'
Drainage Easement
P
1
i
N.
I I I a %
Existing Storm Sewe
J N N
3
Tik 78 ` ; -E r`
Parc6k 10 t I
r
White House 'Motel bLC ` _ _.. r ._ ._a i ._ -- __ `'` _ - _ _._.. -
C 0 0
DB 1726- 356
DB 1919 -443 1 1 •
C y
DB 1964 -184 `, 1 ' o Existing
0
Existing ` Zoned HC -EC
Entrance
Retaining Walls Use: Motel
1
1
l - - - -- - --
f 4.
Cb
v
D
t -0verh `' \ °? `9i _ _.I -s 4-._ -4.. rJ 8^ 1 4 4 6 . S f f:' \, `;
co v
LL23I ,- V lS1,1 wa i• .. _.. _ ...._ ..... .._ r .......... _......._ .................. 2 _ 1 p L T H OF
x 497.1 k x 497.8 h
B x ....
in
h
1 49 45.3' £ _ O = i •
a.. ............................... Exist. Dumpster Pad 22.1 r` ( Z
V Ha N N o ; , Timoth er -k New 20' f -... ' - _. 495 W /Block Wall _° ao ° co / / - I y Ray Mill >
Drainage Easement ) ' X wI _rn
y, r I
Lic. No. 30542
ice f / % ' X Z N t_y_ii
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Existing Parking -
I
C
a ¢ -
i
CG 1
i ............. _E ng ng rn.. a Existing 1 -Story
C
v o / i - _ _ , { 1 SPON L E
xl n`H
00 't
X
Existing Parking x ! 9 l: ; A
N - ® ® BENCHMARK d-
O ° O °Roof-Mounted Buildin °
e o ; X ¢ Parcel f OA " .................... x.......... °' Mechanical FFE =497.2 ELEV =497.2 cn v )
m .._ -o /
r
kn Equip 5 017 SF Total `% ' I I r1.50 ACS a , " ` 28.9 ,, i
Cn t 1 I ® o_ 4 - :: • _ _ -- v * See Note E t. Li ht -oil irNNCG -12 7.9 NO. DESCRIPTION DATETk78 \ o !
N Y «1 °' co Vassalos LLC - _ - _ _ _ ; .. g s
Re
1
00 1 d a ; .. ... ... wr - _.. T of 2 O t COUNTY CMNTS 02/06
Parcel 1 \ i , I t a 0 , !. YP ) / i j COUNTY CMNTS la/05X
or
Z ! c €
DB 11965 -324 V) y` O t 1N
8.008 Acs.. \ \ ' • °' -- New 230 SF, Patio - i 3 COUNTY CMNTS 21/03
I Water Service \
H MOM CMNTS /15/03urtInv. Co -..... I Exist { f ! {,
HC Exist Wat i
1 \ N Zoned HC_ E tt
Y :,. y , - ..r... ,
Z \ - ' 3 00 \. ° Ai / f lam/ U /
DB 1919 -443 i \ , 8 - 2 r
1 x 495.1 oti ,0
DB 1964-184 1 \. ` o
I
V) / ,',i`' V r3
HC -EC
R
Ln
Use: Vacant ; \ C , '
Y « - \.. \,
x 493.5
3, 3 , R 493 5 x
l
tk 495 1 x
51.0' `ti ._ ..... ........ ..` Y Q/ Zoned;S
1f- - Vii..: =: r X,i y '--';c 4 I k - -d r 10 R 2 R x Sid .ewa J.... / - - I j SExIs. S I rl? ... _ _.. - -.. _.........»»..._.. __.._ »........_..: ,
r _ _ - _.... __. »..... » . _ »......_ .._.... »- _
1 ... .'. ' fi 3 R
4 Overhang CG - . 1 » _
o o f
TrapTR) 9 O (
I oliz
o _ __ _ _ _._ _ 6
I f
r
New v Benchmark: N v i' E
Q
4' Curb Cut, 30' Access Easement PK Nail ( I
1 z U
o EIev= 492.18 Existing Parking / 1
26 Spaces 9' WidthR
HDPE € ;Provide roltnd cover f r \ \.. C -"I ,: ISTI
lopes steer than '3:1 \ , + \..\ - / ... :w..... TO REGAIN _ - New Bumper Blocks '',.5- o X ( !STR 2 Exislting Edge of Favemerlt
OS J C • - 2 i f L ` -t1 T _. , !
Exist. Si - ,f
a n ' {4TM78 9 -- - 122"
8
i iParcel9 W
I Mti r18.829 Acs J
i fl--'43' E 4 2 3.41. ., :.. o CD
Albemarle Hotel LLC _ __...Tm 78
DB 1911 -359, DB 96 , \ `` _
i j" -- ._„ Parcel 57B
Free Bride Auto SalesZonedHC -EC Exist. End Section 9 Exist. Retaining Wall
To be Removed\ M / DB 1965 - {
iUse: Vacant t ; \ \ Zoned; HC -EC ; ; N
Use: Automobile Sales & Service
i
NOTE: Building Roof shall completely screen
mechanical equipment from EC.
Top of Berm = 483.00
EIev= 482.10
Biofilter c rest =48.10
EIev= 480.00
3 of 3 SCC -3
Sediment Forebay
SEDIMENT FOREBAY CROSS- SECTION
2of3 -------------- --------------------------- - -- ---- - - - - --
Not To Scale
Too of Berm EIev= 480.3
4'
GENIC Y SPI
Filter Cloth - -'
2 SCC -1 2 and 3
2 of 3 .......................... ...
Not To Scale
l
2
Class Al Rip -Rap
Depth
SCALE: N.T.S.
2" SM 9.5A
LOT
r- (V
495
Proposed Grade
495495
I ...........
495
495
C
490
II .L
ropased: Gra.de::::
490490
Existing Grade
490
490
485
480
485
480
m
Existing Grade
490
480 480
c
d
4754751
E
xis Ing C ra a
II oQ
475
470 1 1470
0 +00 0 +50
r- (V
495 0 495
I _ _ . . . .................. ....
I ...........
495
C
490 h
ropased: Gra.de::::
490
485 Existing Grade
490
485485
C]
480
C
M
480
490
480
475 Proposed Grade +W
xis Ing C ra a
II oQ
TI 5 L2
to
5
475
470
475
470
2
470
0 +00 0 +50
SCC -1 PROFILE SCC -2 PROFILE
7 SCC -1 2 and 3 PROFILE
2 of 3 SCALE: 1' = 30' Hors
I' = 10' Vert
495 a 495
I _ _ . . . .................. ....
I ...........
495
C
490 4 Um
ropased: Gra.de::::
490
485 Existing Grade
490
485
480
C]
480
C
M o
490
475 Proposed Grade +W
SCALE:1 = 20'
475
TI 5 L2
to
5
0
470 470
0 +00 0 +50
SCC -3 PROFILE
495
N
O
I _ _ . . . .................. ....
I ...........
495
C C_
ropased: Gra.de::::
3
490
a
C]
Existing Grade ........:.... :::......
C
20 0 20 40 60
490
co
SCALE:1 = 20'
to
0
485
2
485
ELEV = 4 80.3
e er- to tail - S °'Exist. 15" HDPEeix15" HDPE
z
c+i
J
r Is
WIDTH_ = 6'o
480 C)
m S 480
475 N Z 475
lo- er_
Refer to Detail,
lu
a`0_
470 I 470
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50
2
5
3
STORM HPROFILE A
1 ' = 10' Vert
4" On
Z Q
100 Yr. High Water Elev. = 479.12 :110Yr. High Water Elev. = 478.97 Ii-- C.4
2 Yr. High Water = 478.80 a C Q '
W
E-4 --
C Elev = 479.0
Concrete r I •r
Anti - Vortex ~ >~
Weir Elev = 478.5 Device
11 W /DI -7
Grate Inlet O Q
Pon Z co
EIev= 478.0
Embankment r -+
CIO
BIO- Filter Area •
2' Diameter
Concrete Manhole 15" HDPE Outlet 0- KN ill
fice Inv = 475.0 Inv = 475.0
Sheet No:
12" Depth
of VDOT 68
s 0 UTLET STRUCTURE DETAIL
2 of 3 Not To Scale S2 o f 3
N
O
cn
C C_
3 3 a
C]0 C
20 0 20 40 60
co
SCALE:1 = 20'
to
0
2
E-+
w z
r Is
Z Q
100 Yr. High Water Elev. = 479.12 :110Yr. High Water Elev. = 478.97 Ii-- C.4
2 Yr. High Water = 478.80 a C Q '
W
E-4 --
C Elev = 479.0
Concrete r I •r
Anti - Vortex ~ >~
Weir Elev = 478.5 Device
11 W /DI -7
Grate Inlet O Q
Pon Z co
EIev= 478.0
Embankment r -+
CIO
BIO- Filter Area •
2' Diameter
Concrete Manhole 15" HDPE Outlet 0- KN ill
fice Inv = 475.0 Inv = 475.0
Sheet No:
12" Depth
of VDOT 68
s 0 UTLET STRUCTURE DETAIL
2 of 3 Not To Scale S2 o f 3
70P OF BERM
SIDE SLOPE REGRADED
Revised
nELr =480.3 TO 3:1 'MAX)
Entra
O )0OeMastwFkadhNaySerifto U OD000CCatalogNo. .2 0ci. 0 ° ', 2 0,0 r1b - <1 <
0 1 )0HorkonhilillLampC" Lmr*m" 0 C )
2 2- o ;, 0
0 .
00e) I o o
00
50% SAND/30% TOPSOIL/
20% LEAF MULCH
SAND: 0.02"-0,04",
ASTM C FINE)
1LOAM OR GRANULAR
4" PER RORATED PVC
OUTLET PIPE @ 1% MIN. SLOP
S'I j C T URE
Refer to Detail or) S2)
NOTES:
1. THE BIO-FILTER IS NOT TO BE CONSTRUC UNTIL THE E IS ADEQUATELY STABILIZED,
ACCORDING TO IHE WATER RESOURCES PERSONNEL.
S PERSONNE2. THE SAND /SOIL /LEAF MULCH MA MUS BE. INSPECTE BY WATER RESOURCE
BEFORE INSTALLATION OF THE BIO--FILTER.
3. TIHE BIO-FILTER SOIL MIX MUST BE LUCK B10-FILTER MIX OR TESTED AND APPROVED EQUAL.
4. THE 1310--FILTER SOIL MIX MUST K STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS
MIX, PLAN IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND E%"'---2 VATTING. BOTH WILL
c i T1REQUIREAMINIMUMOF3TREEANDSHRUBSPECIES (SEE LIST TO I'HE RIGHi PLANTING IL!OCAT IONS
SHALL BE PER COUNTY REQUIRE-VENTS.
F5. DURING CONSTRUCTION, WATER RESOURCES PERSONNLEL MUST K NOTIFIED TO INSPECT THE"
OIL 'OVE THE OMP LETF` INSTAI.I.ATION.UNDERDRAIN INSTALLATION, APPROVE THE SC H. MIX X, AND APPR E C
6. CONCRETE BERM TO BE CONSTRUCTED WITH EROSION AND SEDIMENT CON PLAN SHALL
REM-OVE1. STORM WATER MANAGEMENT I'Ar'ILITY,
FOR MORE INFORMATION PLEASE CALL WATER PERSONNEL AT (434) 296 586
T B10-FILTER DETAIL for SWM FACILITY
3 Of 3 ) -' NOT - TO - - - -- ------- - ------ -- --------
TREE PLANING SCHEDULE
TREE BOTANICAL &
UNDERDRAIN GRAVEL
AASHT(j M43,
2' Riser ORIGINAL SEDIMENT WRAPPED
LTRAPSiDIESLOPE IN FILTER FABRIC
HEIGHT
@
QUANTITY CANOPY
TOTAL
CAAREANOPY
KEY COMMON NAME
3:1 Side-
PLANT ING
PLANTED
4" Perforated PROVIDE PIPES SILIT AND
CU
Slopes (Max)
Prunus incise x Componulata
INA[.
PVC Pipe ACROSS ENTIRE WIDTH SEDIMENT AFTER
SIAN
3 99 sf
S'TABIIJZATi(.1 N. RE ' Pi '.ACE
Little Richard' Abelio
Okame" Flowering Cherry
3
WITH LOAM OR GRANULAR
SINGLE
L EARTH FILL.,
Crotaegus phoenopyrum
S-3
0
06
TOP OF BERM
24"16
T-3
1 WILDFStormwater ILOWER MIX
REFER TO NO C": EAN OU
Conveyance N 4.
Channel W/WATERTIGGH T
1 LOAM OR GRANULAR
4" PER RORATED PVC
OUTLET PIPE @ 1% MIN. SLOP
S'I j C T URE
Refer to Detail or) S2)
NOTES:
1. THE BIO-FILTER IS NOT TO BE CONSTRUC UNTIL THE E IS ADEQUATELY STABILIZED,
ACCORDING TO IHE WATER RESOURCES PERSONNEL.
S PERSONNE2. THE SAND /SOIL /LEAF MULCH MA MUS BE. INSPECTE BY WATER RESOURCE
BEFORE INSTALLATION OF THE BIO--FILTER.
3. TIHE BIO-FILTER SOIL MIX MUST BE LUCK B10-FILTER MIX OR TESTED AND APPROVED EQUAL.
4. THE 1310--FILTER SOIL MIX MUST K STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS
MIX, PLAN IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND E%"'---2 VATTING. BOTH WILL
c i T1REQUIREAMINIMUMOF3TREEANDSHRUBSPECIES (SEE LIST TO I'HE RIGHi PLANTING IL!OCAT IONS
SHALL BE PER COUNTY REQUIRE-VENTS.
F5. DURING CONSTRUCTION, WATER RESOURCES PERSONNLEL MUST K NOTIFIED TO INSPECT THE"
OIL 'OVE THE OMP LETF` INSTAI.I.ATION.UNDERDRAIN INSTALLATION, APPROVE THE SC H. MIXX, AND APPR E C
6. CONCRETE BERM TO BE CONSTRUCTED WITH EROSION AND SEDIMENT CON PLAN SHALL
REM-OVE1. STORM WATER MANAGEMENT I'Ar'ILITY,
FOR MORE INFORMATION PLEASE CALL WATER PERSONNEL AT (434) 296 586
T B10-FILTER DETAIL for SWM FACILITY
3 Of 3 ) -' NOT - TO - - - -- ------- - ------ -- --------
TREE PLANING SCHEDULE
TREE BOTANICAL &MINIMUM
HEIGHT
@
QUANTITY CANOPY
TOTAL
CAAREANOPY
KEY COMMON NAME CALIPER PLANT ING
PLANTED 10 YEARS
CU
T-1
Prunus incise x Componulata 3"3 99 sf 297 sf
Little Richard' Abelio
Okame" Flowering Cherry
3 BS SINGLE
Rhododendron x 'Coral Bells'
I tio
Crotaegus phoenopyrum
S-3
0
06
24"16
T-3
Coral Bells' Azalea
2 1/2"6 145 sf 870 sf
Washington .
7
Delaware Valley White' Azalea
T-4
Hawthorn
Betula nigra "Heritage"
Ab elia grandiflora 'Edward Goucher'
10'-12'7 397 sf 2,779 sf
Edward Goucher' Glossy Abelia
Heritage' River Birch
24 "26
S-6
Clethro olnifolio & cvs.
24"
Ilex x attenuate 'Fasten
Surnmersweet Clethro
T-5 6 5 16 sf 80 sf
Foster Holly
Cotinus coggygrio
T-6 5'-6'2 163 sf 326 sf
Royal Purple Smoketree
T-8
Quercus polustris 2 1/2"6 419 sf 2,514 sf
Pin Oak
T-9
Amelanchier conodensis
6'-7'7 130 sf 910 sf
Shodblow Serviceberry
I Total Canopy 7,776 sf
SHRUB PILMING SCHEDULE
TREE BOTANICAL &MINIMUM
EIGHT QUANTITY
KEY COMMON NAME CALIPER P ® I PLANTED_
B
Abew Little Richard'
11700
CU
0
75
S-2
1
24"11
1.000
Little Richard' Abelio
0
3 BS SINGLE
Rhododendron x 'Coral Bells'
I tio
S-3
0
06
24"16
Coral Bells' Azalea
S-4
Rhododendron x 'Delaware Valley Wite 24 7
Delaware Valley White' Azalea
Ab elia grandiflora 'Edward Goucher'
S-5 Edward Goucher' Glossy Abelia 24 "26
S-6
Clethro olnifolio & cvs.
24"31
Surnmersweet Clethro
APPUCATION3
Building Parkraters, Parks. Falcireallon Amu. Parking Areas,
Roadways, Outdoor Sales Areas. Sport Courta Outdoor
Arms
CONSTRUCTION
Precision die-cast sluminur housing
One -piece fulry gasketed de•cost aluminum Ions Irame,
Construction and gotakeling prohibit dual, moolure, and bug
entry.
Toolless entry into hour inglarnip chamber via cloor/lans
frowns latch
Corrosion resistant DLyaplex 11 bronas polyester powder
coated fnish.
Optional designer finishes avellable. - page 281 in the
ExceLine caltal
212 0 .1 0 0. b0016 ;.`! 0
10 0
0
0 • 0- 0 0
A,
0 oe>0
0 <2A,
0000 ' A.
0 4, 0
D
0 11
X.
0
B 3
AJ1111-
A 0
E LECTRICAL 190 ID 400 VW 0" MdW Hh" 19
0
e BUILDING 0
Porcelain song-boded 4KV pules raged sockst-mogul
S). -01
0 O
base. 100 10 4W WAR GA fth Romm &Xknn 0 0 0 ...........
0 oi
High Paw Fodor CWA bsiWk 0 C-> A2 A 0
Flscal components mounted to hinged ballast tray. 4X 0---
0
0StartingtiaTpornature: LX(HPS)-40'F/-4G-C. 0 0 0.
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One-piece hydroformed anodized alum! num ~or, -T 0 J 0ATypeIVratij=qxywss segmented inserts. 0 A ,
2 14 0-
6 00040OWMAType11andIVoptlosreculinsreducedouterC4yA0
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ticketed lamps, 062.4mirn)
0
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0 0 A. 0 0 0 "'
1(!1 *0 C- Z : N 0 0
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0
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Factory die-cast Wurninuim ern. 10 1P. 0 ,
I
A, ° 00
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ISO 9001 Roost-Wed 0 0 0 ;
I opArmoontainsintegral *ffinopice char-bar via ado access. 0
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UL 1572 feted forvoet locations. 020 & •
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Published five Vw Imied warranty, S 0
ORDERING GUIDE EXAMPLE
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t NLTH OF
Timothy Ray Miller
Lic. No. 30542
ifw. loo
SSIONAL_
Revisions:
NO. I DESCRIPTION I DATE
211 Qr
1310-FILTER LANDSCAPING
SPECIES
Inkberry Holly (2)
Virginia Sweetspire (3)
0 Sweet Pepperbush (3)
All fixtures shown meet IESNA criteria
for a full cutoff classification.
ExceLine Luminaire Schedule
U
Qty
j 04 CIA 3
Lumens LLF Description
0
4 B
E
0.
11700
CU
0
75
0
1 DOUBLE
E
0
1.000 SMR173MA
0
3 BS SINGLE 11700 1,000
Itio 4646W 41
0
06 0
t NLTH OF
Timothy Ray Miller
Lic. No. 30542
ifw. loo
SSIONAL_
Revisions:
NO. I DESCRIPTION I DATE
211 Qr
1310-FILTER LANDSCAPING
SPECIES
Inkberry Holly (2)
Virginia Sweetspire (3)
0 Sweet Pepperbush (3)
All fixtures shown meet IESNA criteria
for a full cutoff classification.
ExceLine Luminaire Schedule
Project; TIP TOP RESTAURANT
SYM1001.Qty Lialoel.Arrangement Lumens LLF Description
Max /Min
4 B SINGLE 11700 1.000 SMR173MA
0.00
1 B DOUBLE 11700 1.000 SMR173MA
0.0
3 BS SINGLE 11700 1,000 SMR173MA - SIVIRGS
0
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE LL- 11_
I
Dio shall be SLGUIIIZCIU per note f-t,
And shall be planted with all three (3) species. (2 LIGHTING PLAN
A minimum of 8 plants shall be used. ....... . . ........
ExceLine Numeric Summary
Project: TIP TOP RESTAURANT
Label Cal Type Units
09
C-4
Max
06 R
Max /Min
E0
0
Z
Fc 1.13
0
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE LL- 11_
I
Dio shall be SLGUIIIZCIU per note f-t,
And shall be planted with all three (3) species. (2 LIGHTING PLAN
A minimum of 8 plants shall be used. ....... . . ........
ExceLine Numeric Summary
Project: TIP TOP RESTAURANT
Label Cal Type Units Avg Max Min Avq/Min Max /Min
Parking Lot FC at Grad eIlluminance Fc 1.13 15.4 0.0 0.00 0.00
FC Be and Prop Line I(I.Ijiminanir Fc Ono 0.3 0.0 0.00 000
SCALE: 1" = 30 5:1
5:1
M
ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT GRADE M
C: -Xei
r ........ N - - -- ------- -------- - - - -------- - - - - ------- ------- --- - - - ------- -------ok
45 -5 '98 Y Ke
T-
WS-3 A2T-60 T
T ` 6
e to Il '.. j 0
X 1 Exis f-11 ng Ro T-
TZ0 remain X 10
Q)it 31:
A J.3) Existing Japanese E
1; 43 Euonymus to remain LAJ
LLJJ.. Z9) Existing Dwarf00
T-4
X
Boxwood to rem ain (7)S-4 CIO
a
bExisting1-Story -25SW .BENCHMARK ................. . ..Mounted Building0isipRoof
UEV=4972ParcelIOA
Mechanical FFE=497.20
Equipment 5,017 SF Total C >C:) T-4 I
1.50 Acs
010 1n t 'imSeeNote)
X E t. Light Pole
or DB 1964-184
d t Vassalos LLC 'Ung
a Pin iTk d Planter tit Typ of 2)E--(A ound P tio4DB1965-32 (9) Existing Dwarf - r ----------------
i nBoxwoodtoremain T-I Z
fl T-4 ".Z
Z
Zoned: HC=W ........ ..... . ....... E-
0tip ............ . .... ..... . . ..... 11 -
5 111',
49
Z
T-3 Ilk
9
495. 1 x 2
CN
AQ-4,0
E i T-10AQ
7eA
Trap f
4' CMU WALL f
LANDSCAPE REQUIREMENTS New 2" Planter Box ZNewAbovePatio C)STREET TREES: rs, 4 Curb Cuts 30' Access Easement
REQUIRED: 150 LF/50 LF 3 TREES New Handrail r Cyr E-4 ..
4-2PROVIDED: 3 TREES . . ........ 3' Above Patio
OctProvidegrondcoveri`pr )ogwo EL.XISTI&& 1 , .Ok-43: 1 HDPE To p -3opesstebperthanINTERIORTREES: E-
veAREAREQUIRED: 0.05*35,580 SF=1,779 SF t d
XQUANTITYREQUIRED: 1 TREE PER 10 SPACES 5) S-fi5) S-5 LO C)S (t S I M T-182/10 = 8.2 TREES (4S-5 (7) S iMAREAPROVIDED: 1,950 SF CIO
QUANTITY PROVIDED:33 NEW TREES AND 6 EX. 9 pep V)
Lc,: ) ,
TOTAL CANOPY: 77 Cd9T -9TREQUIRED: 0.10*65,337 SF 6,534 SF
J,Grounp Cover Sho Be: 423.41 11-r 1-Y /fit .EXISTING CANOPY TO REMAIN: 2,128 SF 7PROVIDED: 7,776 SF OltYJunliperuschir %is
TOTAL CANOPY 9,904 SF TM 78 1 rx xpans WEa"
X;s Dog V000OakEX! s t i n g
Includes Existing Parking Lot Trees
I '
i(*
Sheet No:I Pars 's Jun
P n '-' Parcel 57B
3 922t1-1 5er Exist. End Sec Free Bridge Auto Salestion 111 'i . Exist. Retaining Wall Oin 'jak
x To be RemovedZone5 DB 1965-32
20 0 20 40 60
M Atm M M3LANDSCAPEPLAN
W W M W I
l3 9 C A LE = 20'SCALE: I" = 20'S3 of 3-