HomeMy WebLinkAboutSDP200700142 Plan - Other (not approved) 2008-02-08MINOR AMENDMENTTO PLAN &
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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. E
CL TIP -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. C 0 y
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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. _ >
4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY. E %U WQ
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TM8 PA EL 1 A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). Q
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.
DB 1 4 PA E 184
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
RIVANNA DISTRICT, ACOUNTY, VIRGINIA
va arc
�INLTH Or.
4� c
Timothy Ray
Mi
ller
Lic. No. SITE DATA GENERALNOTES NTYGENEAL
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LEGAL REFERENCE: TM 78 PARCEL 10A ��sSE
SOURCE OF TITLE FOR PARCEL 10A: DB 1964 PAGE 184 NG\
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 �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. Revisions:
NO. DESCRIPTION DATE
2. IT IS THE CONTRACTORS 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.0.1., 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
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 5
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 Q
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. o C)
MAGISTERIAL DISTRICT: RIVANNA N
q
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ^ 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). E
BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. Z
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SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS. USGS DATUM AND [---i
FIELD SURVEY BY DOMINION DEVELOPMENT RESOURCES LLC, SITE SPECIFIC NOTES w
BENCHMARK: FINISHED FLOOR AT MAIN ENTRANCE ELEV = 497.20
W
1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO SDP -2007-00142. THE PURPOSE OF THIS MINOR
BUILDING SETBACKS: AMENDMENT IS FOR ADDITIONAL PARKING.
30' FROM PUBLIC R/W 2. STORM WATER MANAGEMENT SHALL BE PROVIDED BY AN ONSITE STORMWATER MANAGEMENT FACILITY.
3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25.
PARKING SETBACKS: W m
10' FROM PUBLIC R/W 4. THE EXISTING SIGN SHALL REMAIN.
DRAWING
INDEX
APPROVALS
5. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. O
MAXIMUM BUILDING HEIGHT: 35' �
6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 1 of 3 COVER SHEET
2 Of 3 SITE PLAN
PAVING SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL 7. TRASH REMOVAL: EXISTING DUMPSTER. 3 of 3 DETAILS o
2" _ SM 9.5 SURFACE MATERIAL 8. EXISTING LANDSCAPING CONSISTS OF GRASSED AREAS. PLANNING DEPARTMENT N 06
SIDEWALKS: 4 3000 PSI CONCRETE LEGENDQ N9. THE RESTUARANT USE SHALL OCCUPY 1.50 ACRES.
N
CURRENT USE: RESTAURANT 10. THE MAXIMUM IMPERVIOUS AREA WILL BE 35,580 SF
Benchmark 500 Existing Elevation/Contour S, 0 0
PROPOSED USE: RESTAURANT 11. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC.
--W/E-- Existing Waterline x [500] Proposed Elevation ZONING DEPARTMENT
PARKING SCHEDULE:--O/E-- Overhead Electric 00 Proposed Contour cd
PARKING SPACES REQUIRED: ' r Power Pole :< -�
13 SPACES PER 1,000 SF Slopes Greater Than 25% •P
INSPECTIONS DEPARTMENT/FIRE OFFICIAL
5,017 SF/1000 SF * 13 = 65 SPACES Exist Light Pole IIL-4
.-a Prop. Light Pole '-'
PARKING SPACES PROVIDED:
MH Manhole New Concrete Sidewalk O
EXISTING SPACES = 65 (INCLUDES 4 HANDICAP SPACES)C/D Clean-out s Existing Concrete Sidewalk E-� +>'
NEW SPACES = 17 Gas Meter - SERVICE AUTHORITY z �,
TOTAL = 82 SPACES TBR To Be Removed
W Z ;zI
LOADING SPACES REQUIRED: 0 Q
LAND USE SCHEDULE: ENGINEERING DEPA w
PRE -DEVELOPMENT % DEVELOPMENT 7. RTMENT E--,
BUILDING: 2,600 SF 4.0 5,017 SF 7.7 W
PAVED: 16,174 SF 24.8 30,563 SF 46.8 /
PERVIOUS: 46,563 SF 71,2 29,757 SF 45.5 ���-i/ ? �3 5�6kS �Iro0OSF Q,
TOTAL: 65,337 SF 100 65,337 SF 100_ VIRGINIA DEP
...�.,_. SITE �2 s � 5, 017 0 �X 113
��`2z � DEPARTMENT OF TRANSPORTATION o ^
I 10 E-4 C)j
o Aq2� �, BOARD OF ARCHITECTURAL REVIEW -�
0 = SpccC�1,4� Mai z Cd
FIRE OFFICIAL °' �
\F�Sa cd
VI I NI TYMAP 4
Sheet t No.
SCALE: 1" = 1000' \
of
I3:1 Side
Slopes (M
TOP OF B>�F?M
_:.EIV 48,0.3
ELF V-4 ; r
SIDE SLOPE REGRADED
TO 3:1 (MAX)
f ,J
Pince To r �-
ELEV=4716
ELEV= 475
2' Riser
Perforated
'C Pipe
Stormwater
Conveyance
Channel
i r
1
ORIGINAL SEDIMENT i
TRAIP SIDESLOPE
'ROW"I'" PIPES
l
AROSS ENITIRE 4b'OTH
•--TOP OF BERM
I
/ Wil ['IF[ OWFR MIX
NO"TS:
1, THE BIO --FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADECiIUATELY STABILIZED,
ACCORDING TO THE WATER RESOURCES PERS^NNEL.
' HE ` AI L)/SOLI../`I.-EAE ii MATERIAL VUST BE:: INSPECTED BY WAITR RESOURCES PERSONNEL.
BEFORE INSTALLATION OF THE Bio -FILTER.
TFtE: BIC.--FILTEf? Fi01L hlliX MI T BE I_I;CK 810 FL_TER MIX OR TESTED AND APPROVED EQI;AI_.
4• THE 310 FILTER SOIL `AX MUST BE STABILIZED WITH Si OR NATIVE WILDFLOWER/NATVE GRASS
MX, PLANT: D IN PLUGS OR SEEDED, a"/iTH HE' STRA�tJ MULCH A,NE} EG- 2 D,1ATTNG. BOTH `�1LL
REQUIRE: A MINIMUM OF 3 TREE AND SHRUB SPECIES (S : LIS- 0 THE RIGHT), PLANTING L0`CA._1(,_)NS
S,HALL BF PER COUNTY REQILjIREMEN-S),
5'. DIIJ tilNG C �N TRUCTIGN, WATER RESOURCES PERSONNEL_ MUST BE NOTIFIED TO INSPECT THE
UNDFRDRAIN :N',ST ,l_LAT:ON, APPROVE THE Sall. MIX, AND APPROVE. THE COMPLETED INSI:AL.i..ATION,
ti. CONCRETE BERM TO BE CONSTRUCTED WITH EROSION! AND SEDIME•."JT !CONTROL PJaN SHALL
REMOVED S?ORPvl WATER MANAGEMENT FACILITY.
FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861.
1 BI0-FILTER DETAIL for SWM FACILITY
3 of 3 NOT TO SCALE
TREE PLANTING SCHEDULE
TREE
BOTANICAL &
MINIMUM
HEIGHT
QUANTITY
CANOPY
TOTAL
CAROOPY
KEY
COMMON NAME
CALIPER
PLANTING
PLANTED
10 YEARS
Qty
Label
Prunus incisa x Campanulato
Lumens
-
24"
16
5
T-1
SINGLE
2 11211
-
3
99 sf
297 sf
B
"Okome" Flowering Cherry
S-3
1.000
-
24"
16
BS
Crotoegus phoenopyrum
11700
1.000
SMR173MA - SMRGS
S-4
Rhododendron x 'Delaware Valley White'
T-3
24"
2 1/2"
-
6
201 sf
1,206 sf
Washington Hawthorn
Abelia grandifloro 'Edward Goucher'
S-5
T-4
Betula nigra "Heritage" n
6'-8'
-
7
137 sf
959 sf
Heritage River Birch
S-6
-
24"
31
T-5
Ilex x ottenuota 'Fosteri'
-
6'-7'
S
16 sf
80 sf
Foster Holly
T-6
Cotinus coggygria
-
5'-6'
2
163 sf
326 sf
Royal Purple Smoketree
Quercus palustris
T-8
2 112"
-
6
137 sf
822 sf
Pin Oak
Amelonchier canodensis
T-9
-
6'-7'
7
130 sf
910 sf
Shadblow Serviceberry
Total Canopy 4,600 sf
SHRUB PLANTING SCHEDULE
TREE
BOTANICAL &
MINIMUM
HEIGHTQUANTITY
^
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KEY
COMMON NAME
CALIPER
PLANTLNG
PLANTED
N
0
Abelia 'Little Richard'
Symbol
Qty
Label
S-2
Lumens
-
24"
16
5
'Little Richard' Abelia
SINGLE
11700
1.000
SMR173MA
Rhododendron x 'Coral Bells'
1
B
DOUBLE
S-3
1.000
-
24"
16
BS
'Coral Bells' Azalea
11700
1.000
SMR173MA - SMRGS
S-4
Rhododendron x 'Delaware Valley White'
-
24"
7
'Delaware Valley White' Azalea
Abelia grandifloro 'Edward Goucher'
S-5
Edward Goucher' Glossy Abelia
24°
26
Clethro alnifolia & cvs.
S-6
-
24"
31
Summersweet Clethro
50% SAND/30% TOPSO:/
20% LEAF MULCH
(SAND: 0.02"-O.U4",
AST. C33 FINE)
\-t NDERDRAIN GRAVEL
(AASHTO M43,
112"-l") WRAPPED
IN FILTER FABRIC
REl'i SILT AND
SED.MENT AFTER FINAL
STABi:.IZATION, REPLACE
WITH FOAM OFF GRANULAR
EARTH FILL.
oo
2
LOAM OR GRANULAR
4" PERFORA€ED PVC
OUTLET PI>'= @ 1% MIN, SLOPE
STRUCTURE
(Refer to De;ail on S2)
OoiJ COQ <>O O UJ. QU .O 'O<, n• rO `n
Reev.iJs.ed
Entrance
° Ob iteMaster Roadway Series oO Lo U0 0 ✓ O 0 c ✓
Catalog No. ° OO'° Oo.o rJ c•O•0 o °Q
lfHorizontal Lamp Cuio Luminaire 0 r U 0 _VJ
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APPUCATIONS
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• Building Perimeters, Parks, Recreation Areas. Paving Arris,
Roadways, Outdoor Scales Aroas, Spon Courts, Outdoor
Areas.
CONSTRUCTION
• Precisor, die-cast aumli housing.
• One piece fully pasketed Co ::ast aluminum lora frca't?e.
• Construction and gasbeling prohibit dust, moisture, and bug
en try.
• Todless entry:rto housingAanp chamber via d=r!lens
frame latch
• Corrosion resistant Duraplex II bronze polyester pov4der
coated finish.
• Optional designer finishes avallable. See page 28' In the
6cc L' tai
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, cJ • tS ° ,�c• ) ,• I` l°c6 (9• 0 AELECTRICAL 150 to 400 Waft �WMenHeide oO I• ooS
• Porcelain spring oaded 4KV cube rated socket -mogul o BS t0 4Watt g94l8 oium O• N
to Q
base. po^ {�
Lee O Ol 'l V
• High Power Factor CWA bdlast. 2• 9 p ° 1, o o 9. ° A, O °l am ° '' ° Of o f ii D• ��j��./ ��CK�
• Flertrical
• components mounted to hinc2„ 1o, J• `j °O 1• j°. • o .O 90 • A. o• eJ. lecballat traY O
o 'fiIo• � ° 1O _ o ' 9cO
6�
Viio
, I CIO emperature: LX(HPS)-40Fl-40C, S4 i ° �aI
S paC
Gr
MM27F/ 3(:YC. 15Hm) (° °
2 °
OPTICS (6G Brum; r 43 1'- Q0 U-
• One-piece hydroformad anodized aluminum reflector. o pp
r?•
•Type IV relli ricorfxxates seginented insens SG.Ammt O• o ° 1 19 A ° O. O A• ° ° 4
• 40OW MA Type II and IV optics require reduced outer e } 0 y o
jacketed lamps (162,411 101 ios o O A
G � L T H
of
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MOUNTING
•• ° o o O AO o 0 A, 0 el- ' oO S• �" • Factory installed die-cast alurini ani, o o
IS?9Fegiaterc! ® Q ° Q OO cO
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CZ-
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O _
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CJ'%•
' tArm contains ntegmg.%splice chamber via side acess. I 1' �.
o 0 OA
o OKey slot deprovides one person installation, U�• O Q A. oTimothy
im�•oth Ray Mi
llecr o
Hands-fe wirin o
UL 1572 lsteo for wet locations. l Lic. No. 30542
O3
Rublrened five year limited warranty, °
So �WARRANTY/LISTINGS o •
BS
ORDERING GUIDE EXAMPLE p�0t(,
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BMR _ - ..o- �_ •%- D• - O.• - y - .. - . ��'t <• - - 1' U0 CF,.,
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NO. DESCRIPTION DATE
r5.1(J$E1.1�7SdR NCQUo OU ° c
2a2eO f 117:1 FiFAT'Eri9Ej 4 eM nl ihk ealln(%,O9.240 Q > i<U,o UUQ
40.406D 42' , °
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t✓ Q' Q. ° o O U. , , c.;
10.100ilUET23.E? LK 8.•L5277 00 O1 4 </. 3 .v8 rr 6. c
4
25.66rED'ET23.6i O
° ✓' O. O G U ` U C" U• J U(`i' U- O 5
40.00IED:E1110 2 ° 4I O ° '> � U �`', O• o r' a C .
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3
1310 -FILTER LANDSCAPING
SPECIES
Inkberry Holly (2)
Virginia Sweetspire (3)
0 Sweet Pepperbush (3)
Bio -filter shall be stabilized per note #4,
And shall be planted with all three (3) species. �21,11GHTING PLAN
A minimum of 8 plants shall be used.
3 of 3 SCALE: 1 " = 30'
\ \ 2�n ; ' H _EGA` \
s: 40el \
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T-4
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ExceLine Luminaire
Schedule
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Project: TIP
TOP
RESTAURANT
N
0
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
-
5
B
SINGLE
11700
1.000
SMR173MA
-
1
B
DOUBLE
11700
1.000
SMR173MA
-Q
3
BS
SINGLE
11700
1.000
SMR173MA - SMRGS
F-� a) o
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
ExceLine Numeric Summary
Pro 'ecti TIP TOP RESTAURANT
Label Calci pe I Units Avg Max Min Avg/Min Max/Min H--�
Parking Lot FC at Grad Illuminance Fc 1 1.13 15,4 0.0 0,00 0.00
FC Beyond Prop Line Illuminance Fc 0.00 0,3 0.0 0.00 0.00
ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT GRADE °D
M
C U
� n
_ _... -----' - - � "
S 4 0.4 f 4 9 8'
/ Exist. Overhang -
6.;t
c
3r r1_
. o T -5O T-3 elfo
o
AV
/ 1-s T- T -s
:�. - 1 5 a Ro e to
- X Exis ing T-1 _ _ -
,,:>. fi' •;.. l ® remain
4 d U O
f i (3) Existing Japanese a ; 3 3
Euonymus to remain
�0 o 0
(9) Existing Dwarf z W
Boxwood to remain I U ,/ I MS-4Cd
Existing 1 -Story (5)S 2 I `` _ •r-�
,: ARK ,
h« °s3`hx Parcel 10A Roof -Mounted Building BENCHM
l ` V , Mechanical FFE=497.2 ELEV=497.2
r< ` ,1 T 4 1.50 Acs € Equipment 5,017 SF Total I ,
00 I 1 Vassaloss LLC Existing' '_ _ _ _ __ ._.... O O
x'
: H,., - - (See Note)
X I I t ^ ' DB 1964-184 Irla
} €>' • 4 DB 196,5 . ew Light Pole i
-32 (9) Existing Dwarf ° T of 2 E"' -►-'
I Boxwood to remain (�-1 x Z
Zoned;
FHC E�
Y
'T9
` I
-.
"
(U
49 -
x
5ti_ -- a° �
(4
495.1
---------
F\ , N/
a----- ............. �3
co
IV4_ �...... ............. _............. / ----- ------- ---
�
90.9] T_3
i� `" � ' s ` \ � ,. is .• - - ._...- .___ - -._ ------ - - -- - _-._ - _..._ _.__ ---- ---- ___-------- - __ - __ -._ _._ _.-._..-.- _._..._....__ _. , �' `•.,
LANDSCAPE REQUIREMENTS , \' Exist. Sedirien,t ;: 0 ,
f , a
STREET TREES: �` 1 I �' I Trap TBR ` Ez-st. End Sec ion New Z
\ \ i� �! i # 30 Access Easement r
REQUIRED: 150 LF/50 LF = 3 TREES \ , I \ To ,be Removed /
PROVIDED: 3 TREES \ 1 \ . / .......,�... _..... ..................' ExEs'11 <4 / W U
\<. \�\, �"XISTI :'X, f r: I.og,zo % E�
\ ` _
INTERIOR TREES: 15 HDPE TO RE N 3 a' rr ' �, •�
.:.,:.£.
Nb move
AREA REQUIRED: 0.05*35,580 SF=1,779 SF \ ' ` ' T '
,� i Sed '...\ I �Ia• ayes€
QUANTITY REQUIRED: 1 TREE PER 10 SPACES , ( ' ` F 0 �' 2 I c� torr ! •,-,
/ \ , \�9G osP . 5 \ I ( �9 O S-5 (5) S-6 Y x % '\
85/10 = 8.5 TREES r 1 l \ S,o'ri�� 88 ::.. (7) -5 _ X(5)S 6 O S-5 (71 (} S-5 (7) S T-1
......
W.
AREA PROVIDED: 1,950 SF f �'�� •_. T-9 -. .'
2£ :a:.: /
QUANTITY PROVIDED:33 NEW TREES AND 6 EXISTING
--� ,
` .,� ts6----�'� �,`; :.,: <4 '` �., •;' '' � / N � CCS
-H
CD
` I
TOTAL CANOPY.
_ TMJ
_e- a
REQUIRED: 0.10*65,337 SF = 6,534 SF _ _ c.' T-9
T9
.`._ CCS
PROVIDED: 4,600 SF , •�
- .-.7. - - §t 'moi' •- o )f :..,•+iLer.'°! 5
fl- L, 423.41
T e '
EXISTING CANOPY TO REMAIN: 2,128 SF ; 1 - - - -- -
TOTAL CANOPY = 6,728 SF i I �� \ ! £,. w - -
Exlz t ;9 "� � a
*Includes Existing Parking Lot Trees IN
Exi,ing '! i
\ \ Pin Oak
I:x€s l: Sheet N0:
i \ \ Exist. Retaining Wall Pin t%ok -
�,
3 LANDSCAPE PLAN 20 0 20 40 60
IIIIIIIII IN
- ---- 20 S3 of SCALE:1 '
of 3 SCALE: 1" = 20' -
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o
°°
N
0
oor-
r_
o
o
E
U
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U
F-� a) o
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
ExceLine Numeric Summary
Pro 'ecti TIP TOP RESTAURANT
Label Calci pe I Units Avg Max Min Avg/Min Max/Min H--�
Parking Lot FC at Grad Illuminance Fc 1 1.13 15,4 0.0 0,00 0.00
FC Beyond Prop Line Illuminance Fc 0.00 0,3 0.0 0.00 0.00
ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT GRADE °D
M
C U
� n
_ _... -----' - - � "
S 4 0.4 f 4 9 8'
/ Exist. Overhang -
6.;t
c
3r r1_
. o T -5O T-3 elfo
o
AV
/ 1-s T- T -s
:�. - 1 5 a Ro e to
- X Exis ing T-1 _ _ -
,,:>. fi' •;.. l ® remain
4 d U O
f i (3) Existing Japanese a ; 3 3
Euonymus to remain
�0 o 0
(9) Existing Dwarf z W
Boxwood to remain I U ,/ I MS-4Cd
Existing 1 -Story (5)S 2 I `` _ •r-�
,: ARK ,
h« °s3`hx Parcel 10A Roof -Mounted Building BENCHM
l ` V , Mechanical FFE=497.2 ELEV=497.2
r< ` ,1 T 4 1.50 Acs € Equipment 5,017 SF Total I ,
00 I 1 Vassaloss LLC Existing' '_ _ _ _ __ ._.... O O
x'
: H,., - - (See Note)
X I I t ^ ' DB 1964-184 Irla
} €>' • 4 DB 196,5 . ew Light Pole i
-32 (9) Existing Dwarf ° T of 2 E"' -►-'
I Boxwood to remain (�-1 x Z
Zoned;
FHC E�
Y
'T9
` I
-.
"
(U
49 -
x
5ti_ -- a° �
(4
495.1
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F\ , N/
a----- ............. �3
co
IV4_ �...... ............. _............. / ----- ------- ---
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90.9] T_3
i� `" � ' s ` \ � ,. is .• - - ._...- .___ - -._ ------ - - -- - _-._ - _..._ _.__ ---- ---- ___-------- - __ - __ -._ _._ _.-._..-.- _._..._....__ _. , �' `•.,
LANDSCAPE REQUIREMENTS , \' Exist. Sedirien,t ;: 0 ,
f , a
STREET TREES: �` 1 I �' I Trap TBR ` Ez-st. End Sec ion New Z
\ \ i� �! i # 30 Access Easement r
REQUIRED: 150 LF/50 LF = 3 TREES \ , I \ To ,be Removed /
PROVIDED: 3 TREES \ 1 \ . / .......,�... _..... ..................' ExEs'11 <4 / W U
\<. \�\, �"XISTI :'X, f r: I.og,zo % E�
\ ` _
INTERIOR TREES: 15 HDPE TO RE N 3 a' rr ' �, •�
.:.,:.£.
Nb move
AREA REQUIRED: 0.05*35,580 SF=1,779 SF \ ' ` ' T '
,� i Sed '...\ I �Ia• ayes€
QUANTITY REQUIRED: 1 TREE PER 10 SPACES , ( ' ` F 0 �' 2 I c� torr ! •,-,
/ \ , \�9G osP . 5 \ I ( �9 O S-5 (5) S-6 Y x % '\
85/10 = 8.5 TREES r 1 l \ S,o'ri�� 88 ::.. (7) -5 _ X(5)S 6 O S-5 (71 (} S-5 (7) S T-1
......
W.
AREA PROVIDED: 1,950 SF f �'�� •_. T-9 -. .'
2£ :a:.: /
QUANTITY PROVIDED:33 NEW TREES AND 6 EXISTING
--� ,
` .,� ts6----�'� �,`; :.,: <4 '` �., •;' '' � / N � CCS
-H
CD
` I
TOTAL CANOPY.
_ TMJ
_e- a
REQUIRED: 0.10*65,337 SF = 6,534 SF _ _ c.' T-9
T9
.`._ CCS
PROVIDED: 4,600 SF , •�
- .-.7. - - §t 'moi' •- o )f :..,•+iLer.'°! 5
fl- L, 423.41
T e '
EXISTING CANOPY TO REMAIN: 2,128 SF ; 1 - - - -- -
TOTAL CANOPY = 6,728 SF i I �� \ ! £,. w - -
Exlz t ;9 "� � a
*Includes Existing Parking Lot Trees IN
Exi,ing '! i
\ \ Pin Oak
I:x€s l: Sheet N0:
i \ \ Exist. Retaining Wall Pin t%ok -
�,
3 LANDSCAPE PLAN 20 0 20 40 60
IIIIIIIII IN
- ---- 20 S3 of SCALE:1 '
of 3 SCALE: 1" = 20' -