HomeMy WebLinkAboutSDP200700142 Plan - Approved 2007-12-12JENERAL WATER &SEWER 0NDI TIN �MIN RA ENDMENTT ITE DEVEL PMENTPLAN FC
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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. E0.
TIP -TOP RESTAURA. T2. 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 N
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. C
4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY. p Q
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
8 PARCEL 10A TM
7
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.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
DB 1964 PAGE 184 P �r
RIVANNA D ALBEMARLE COUNTY, VIRGINIA
o�*tPLTH OF
Tim by Ray Miller
Lic. No. 30542
CONSTRUCTION
�ITE DATA GENERAL NOTEALBEMARLE COUNTY GENERAL
�SSIONAL ENG
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
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. :
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. COUNTY CMNTS 11/20/07
OWNER: VASSALOS, LLCCOUNTY CMNTS 11 29/07
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. 4 COUNTY CMNTS
1420 RICHMOND ROAD RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 12 05 07
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.
A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
ZONING: 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 I
EC - ENTRANCE CORRIDOR OVERLAY DISTRICT A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. S M
MAGISTERIAL DISTRICT: RIVANNA 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. N
6 0
SOURCE OF BOUNDARY SURVEY: 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 0 z
BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC.
LZ Z L
SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS. USGS DATUM
W
BENCHMARK. FINISHED FLOOR AT MAIN ENTRANCE ELEV 497.20 SITESPECIFIC
NOTESw
BUIDLING SETBACKS: 1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO SDP -2002-066. THE PURPOSE OF THIS MAJOR
AMENDMENT IS FOR AN ADDITION TO THE EXISTING BUILDING AND ASSOCIATED PARKING.
30' FROM PUBLIC R/W
L BE PROVIDED BY AN ONSITE STORMWATER MANAGEMENT FACILITY
2. STORM WATER MANAGEMENT SHALL 4
50' FROM RESIDENTIAL DISTRICTS i�
M
3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 12.
PARKING SETBACKS:
4. THE EXISTING SIGN SHALL REMAIN. I
AINDEXAPPROVALS
10 FROM PUBLIC R/W 0
20' FROM RESIDENTIAL DISTRICTS 5. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
1 of 3 COVER SHEET �
UNDISTURBED BUFFER: 20' ALONG BOUNDARY WITH RESIDENTIAL DISTRICTS 6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 2 of 3 SITE PLAN
7. TRASH REMOVAL: NEW DUMPSTER. 3 of 3 DETAILS (Z 1 � 7 6i ct
MAXIMUM BUILDING HEIGHT: 20'
PLANNING DEPARTMENT
PAVING SPECIFICATIONS:
8. EXISTING LANDSCAPING CONSISTS OF DECIDUOUS WOODED AND GRASSED AREAS. LEGEND9. THE RESTUARANT USE SHALL OCCUPY 1.0 ACRES.
PARKING AREA: 6 - #21A AGGREGATE BASE MATERIAL
2" - SM 9.5 SURFACE MATERIAL 10. THE MAXIMUM IMPERVIOUS AREA WILL BE 30,460 SF s
SIDEWALKS: 4" - 3000 PSI CONCRETEBenchmark 500 Existing Elevation /Contour o 0 0
11. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. ZONING DEPARTMENT
--W/E-- Existing Waterline x [500] Proposed Elevation
CURRENT USE: RESTUARANTco
--0/E-- Overhead Electric F5-0-01 Proposed Contour •�
PROPOSED USE: RESTUARANT Power Pole
g «yy Slopes Greater Than 25% INSPECTIONS DEPARTME T FIRE OFFICIAL°
Pole
Exist Light
PARKING SCHEDULE:
IR 0-0 Prop. Light Pole New Concrete Sidewalk
PARKING SPACES REQUIRED:
MH Manhole
13 SPACES PER 1,000 SF C/O Clean-out Existing Concrete Sidewalk
4,850 SF/1000 SF * 13 = 63 SPACES
Gas Meter SERVICE AUTHORITY W
PARKING SPACES PROVIDED: O
EXISTING SPACES = 20 (INCLUDES 2 HANDICAP SPACES) Q U
NEW SPACES = 45 W
TOTAL = 65 SPACES ENGINEERING DEPARTM NT
LOADING SPACES REQUIRED: 0
Z 04 a�
LAND USE SCHEDULE:
PRE -DEVELOPMENT % POST -DEVELOPMENT % ,
VIRGINIA DEPARTMENT F TRANSPORTATION a o
BUILDING: 2,600 SF 4.0 4,850 SF 7.4 SITE _
PAVED: 16,174 SF 24.8 25,610 SF 39.2
PERVIOUS: 46,563 SF 71.2 34.877 SF 53.4 N �I E-4
TOTAL: 65,337 SF 100 65,337 SF 100
ISI/O BOARD OF ARCHITECT RAL REVIEW o Q
_,GF Togs ' �
co
FIRE OFFICIAL co
o Cl-
II
I
MAP Sheet No:
SCALE: 1 " = 1000'
S1 of
` 1 1 Future Storm Sewe '
1
\ Exist. Storm Inlet �I , _J o
- --- - -
To be. Removed .. 4.0 I >
�T�n 718
= J e ' Exist. Storm Inlet
-...... ___ -. `". To be Removed
\ Parke � 0 \ a
\ -O
\. \ White House Mbtet LLmC-- -- -- -- , �. - ; \' / I -- -- o —
0
DR, x; 6 J 6 / �= Revised m
\ \ \ \ \ __PB 1, 1911 1 Access Easement \ Entrance F+sr ' '
TM'` 78 \ \ D 1 6 — 8 4
Parcel 11 \ \ \ZoneJ�' \ \ Temp rrory Grading Easement
8.008 Acs` `. \ \ \ \ ; Cl) y >' w
\ ^ U e, IM tel -
Hurt Inv. Co.\ \ \ \ \ \ �Q
F5-0-01540`4 '�'8 W 446.98' Exist. Overhang Z s� l I l �ie� s P
DB 1919-443 �� \� ; o s
\ DB 1964-184 -- 14981
o00
Ye - R
_
mooned; HC—EC \ \ \ = J - ' ' !!
Parcel 1 , `' ) T H
Oc0
--
UN. Vacant \ 1.50 Acs _ Y,.,.r ,. 4g ;� s� I�r!�Fi
a_> =1 Stor Buildin..fa:v ,..-x .;, 4� �Jw Dumpster Pod _ ag,3a� �C -- - -- -- -- -- --- - - - -- Addition ki /�Vassalos LL t - ;._-W Block Wall _ 3 I
/ FFE-497.2 i
.84 a o W I1� I !hy Ray Miller
Refer to S1 for Detail 3 w z
„ DB 1965-32 \ cD xisting Ed of Pavement 2,417 SF `" Z N
X , w Lic. No. 30542
/ \ 1w \ 496 J
/ 1 Fr x x New CG -12 rn m
oZoned HC—EC He Q Q ! ! I A,� �Z/� �7
N �'\ \�,, ® Existing Parking ;� f Existing 1 -Story ~
CL
x ao ; Roof -Mounted BuildingBENCHMARK FSS/ ENS'\
(Asphalt to Remain) x N -
„` ` kj ELEV=497.2
Mechanical FFE=497.2 I a
a i '` ® c' Equipment 2,600 SF i IRevi ion i:
--. 28.9'
\ o0 00 V c y
-_ ___ .__ _- a (See Note) -
I I I z _® z 7 9 ( I N0. DESCRIPTION DATE
- 41.,850 SF Total I !
% COUNTY CMNTS 11 20 0
fl o v w Light Pole 0 I
z N a N- (Typ of 2) O i COUNTY CMNTS 11 29 0.
Exist Water Service O ! ' COUNTY CMNTS 12 05 0;
Exist.I
c
M00
ing ant'S� \ \ 494 X10' x 495. 8 0�� \ r �- - _ S lZ
Rem ih) Riser Stru re 3 R t� — — —
\ \ I \ \ \ x [493.5] ,R 3,R U.
[493.5] x N �' 495.1 x P -i I New CG-12-
Facility
G-12 ' N
\ I Facility o.y,0'�S _
/[AgtO !!'
1 \ \ 3 R._ -- ---- -._ -._ . -- -- - - -- _
--
New 4 Sid alk
New0 6
0
--
\ o
NEW Benchmark: Existing Parking
\�• \ \ ( o Exist. C/o 9 N E
Rr o ( 30 Access Easement / as PK Nail 20 Spaces @ 9'x18' / 0 1' ! z
^�` \' R RequSredop Elev=492.18 To Be Re -striped as 9'x16' New Pavement !
\ \ \ EC -1 1 \ L - pac s Refer to Detail 1 j !
�\ \\ C_ 15" HDPE. \ New min. s
\ \ a king Exist Exist.
STR-2 6 aces 9 X 6 �„ Light Pole Existi g Edg of Pa ement Light ole !
..
�w F �' \ X91 . s hg`L (Typ of 4) (Typo 4)
�y E ting C 2 !
00
I s
^y
Exist. Sigh
TM 78 t, To Rerf ain
'az kn.'„i# '• fzY 4 r'.<i f xr F.^`FL Y'ra'+ _
U0
i 'M .L.' I
I
Parcel 9
/ \-\...e...�,.,'• .,.�� yy` is 1r+�1j{�"C9i'+(',hL':: .0 1
1 /
j \ \ 1 Y e r , Wf 4i1't .' A-%
C/) _— ti-=_! ._— —
18.829 Acs
co
-- _ _ _
\ 0'43'58_. E 423.41 \ i' 1 I E m
Albemarle Hotel LLC - -
DB 1911-359 DB 1965-32
Tm 78
Zoned; HC -EC \ \ ' _� \ n \ Exist. Retaining Wall ' I
1 \ Ml�' Parcel 57B
Use: Vacant Free Bride Auto Sales ' ! II 1 0 0
DB 1965-32 I i ' N
Zoned; HC—EC
Use: Automobile Sales &• Service - {
% uture Storm Sewei
/ Exist. Storm Inlet
To be Removed
i
I
Overhan 0 I
a � I
,I�ZZ
"a� 3 w
o W v,
N Z y
Q /
I o /
y BENCHMARK
ELEV=497.2 I '
i
28.9'
+<� j
1 1
—. Exist. Storm Inlet
To be Removed
Revised.
Entrante \�
o;,., ! ! I
01
L0
41 J
I
NOTE: Building Roof shall completely screen 20 0 20 40 60
mechanical equipment from EC.
SCALE) = 20'
5A
ubgrade
495 _
490. re
TOP DAM
LV=48
69
485 + -
vO�;
_.
zr<-zi
480 6 Sanitary LoLs
- +
Refer to r - II
z_>
475 Exist. 8„ Sa itary uJ z
470
0+00 0+50 1+00 1+50
z STORM PROFILE A
2 of 3 SCALE: 1 = 30' Bon
i•=io'Vert
495
Crest Eley = 487.0
Concrete
Anti -Vortex
490
Weir Elev = 486.0 Device
12” W/DI-7
6" Orifice Inv = 485.0 Grate Inlet
485
Pon
Elev= 484.00 Embankment
480
BIO -Filter Area
♦�
2' Diameter
475
E-4
Concrete Manhole 15" HDPE Outlet
O
4" Orifice Inv = 481.0 Inv = 481.0
470
U
, -- ----' ---- ---- ---- ---- ----- -,
Sheet No:
go 14101
S2 of 3
ICU
♦�
W
E-4
�
O
ZCd�
U
I~
W
Z
Q4
a
12164
O
w
W
�
i-�-i
E -q
-�--�
.P-4
o
Q
CIO
v
0
•r-4
4 0
o
0 -
Sheet No:
go 14101
S2 of 3
4
2:1 Side
Slopes (M
SIDE SLOPE REGRADED
TOP OF TO 2:1 (MAX)
BERM
Nno Tn
- r e /Ino TnncQIL/
NO FES:
I. THE BIO --FILTER IS NOT 1-0 BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED,
ACCORDING TO THE WATER RESOURCES PERSONNEL.
2 THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL
BEFORE INSTALLATION OF THF BIO -FILTER.
3. THE BIO -FII TER SOIL MIX MUST BE LUCK BIO -FILTER MIX OR TESTED AND APPROVED EQUAL,
4 THE B10411.TER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWFR/NATIVE GRASS
MIX, PI,ANTED IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND EC -2 MATTING. BOTH WILL
REQUIRE A MINIMUM OF 3 TREE AND SHRUB SPECIES (SEE LIST TO THE RIGHT). PLANTING LOCATIONS
SHALL E'F PFR COUNTY REQUIREMENTS.
5. DUPING CONSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE
LINDERORAIN INSTALLATION, APPROVE THE SOIL- MIX, AND APPROVE THE COMPLETED INSTALLATION.
6. CONC:RFTE TERM TO BE CONSTRUCTED WITH EROSION AND SEDIMENT CONTROL PIAN SHALL
REMOVF Ll STORM WATER MANAGEMENT FACILITY.
FOR MC!RE INFORMATION PLEASI_ CALL_ WATER RESOURCES PERSONNEL .AT (434) 296-5861
1
B10 -FILTER DETAIL for SWM FACILITY
3 of 3 NOT TO SCALE
TREE PLANTING
SCHEDULE
TREE
BOTANICAL &
MINIMUM
HE®T
QUANTITY
CANOPY
TOTAL
CANOPY
KEY
COMMON NAME
CALIPER
PLANTING
PLANTED
10 YEARS
AREA
T-1
Prunus incise x Campanulat
2 1/2"
-
3
99 sf
297 sf
"Okame" Flowering Cherry
_
Rhododendron x 'Coral Bells'
fo
T-3
Crataegus phoenopyrum
2 1/2"
-
6
201 sf
1,206 sf
'Cord Bells' Azalea
Washington Hawthorn
$- 4
Rhododendron x 'Delaware valley White'
_
24"
Betula nigra "Heritage"
Delaware Valley White Azalea
T-4
Abdia grandiflora 'Edward Goucher'
6'-8'
-
5
137 sf
685 sf
-
'Heritage' River Birch
26
S-6
Clethro olnifolia do cvs.
-
24"
31
Ilex x attenuata 'Fosteri'
Summersweet Clethra
T-5
-
6'-7'
S
16 sf
80 sf
Foster Holly
T-6
Cotinus coggygria
-
5-6'
2
163 sf
326 sf
Royal Purple Smoketree
T-8
Quercus palustris
2 1/2'
-
6
137 sf
822 sf
Pin Oak
T-9
Amelanchier conadensis
-
6'-7'
7
130 sf
910 sf
Shodblow Serviceberry
Total Canopy 4,326 sf
SHRUB PLANTING SCHEDULE
TREE
BOTANICAL &
MINIMUM
HEIGHT
QUANTITY
KEY
COMMON NAME
CALIPER
PLANTING
PLANTED
Abatis 'Little Richard'
S-2
-
24"
16
'Little Richard' Abelia
r , ----�
_
Rhododendron x 'Coral Bells'
fo
�0
-
S3
-
24
13
'Cord Bells' Azalea
$- 4
Rhododendron x 'Delaware valley White'
_
24"
7
Delaware Valley White Azalea
Abdia grandiflora 'Edward Goucher'
S-5
Edward Goucher' Glossy Abelia
-
24"
26
S-6
Clethro olnifolia do cvs.
-
24"
31
Summersweet Clethra
(Refer to Detail on S2)
LANDSCAPE REQUIREMENTS
STREET TREES:
REQUIRED: 150 LF/50 LF = 3 TREES
PROVIDED: 3 TREES
INTERIOR TREES:
CANOPY REQUIRED: 0.05*65,337 SF=4,052 SF
QUANTITY REQUIRED: 1 TREE PER 10 SPACES
63/10 = 6.3 TREES
CANOPY PROVIDED: 4,326 SF
QUANTITY PROVIDED: 22 TREES
TOTAL CANOPY:
REQUIRED: 0.10*65,337 SF = 6,534 SF
PROVIDED: 4,326 SF
EXISTING CANOPY TO REMAIN: 3,963 SF
TOTAL CANOPY = 8,289 SF
13I0 -FILTER LANDSCAPING
SPECIES
Inkberry Holly (2)
Virginia Sweetspire (3)
0 Sweet Pepperbush (3)
Bio -filter shall be stabilized per note4,
And shall be planted with all three (3 species.
A minimum of 8 plants shall be used.
TypeWeMalstw.Roadway series
Catalog Nb. H dzontW Lsrnp Cutoff Lm* -Am
APPUCATIONS
• BAN Perimeters, Perks, Reereatk>n Areae, Parkng Arw, e• TF
Sys, outdoor Saha Atari, spat Courts. outdoor n 52.4rnrn) tt80.6rhaml
Areca.
CONSTRUCTION
• Predsla dle-cost aluminum hm*N. e�s it
• oro-pleos lully nW al ed dlecsal atltsmkxm ler» barns. (1e6.trarn) {482anm1
• (Iornetn lion and gsmko*q pool dust, mdoltm, and bug
entry. 3 `
• TooNses entry into hotsingAermp dnnnber vie door/lore r76.2tant)
u.r
kerns Istoh. _ . _ 13749mhn)
• Corrosion reeletent DuroPloK It brorm po"Wer Pa's
oohed finish.
• Optional deelpnor INnlehee available, see page 281 In to 1PR . sof SqA
6tcetJne calelog.
ELECTRICAL 150 to 400 Watt 0" Metal N"
• Pomebin spring -boded 4KV pub rated socket -mogul 10010 400 Watt $A High Plemn Sod1a11
bass.
• � Power Fedor CWA behest.
7
• Eleoftsl oomponerta mounted to hinged behest trey. 160.8rnrhl
-......-.. _. .43'
• aterting temperature: L)gHP8) 40F/ -40C, 2.7" ttt.trnml
MWH)-2a'F/-3aC. (MMhmt 52
1,6.ehnrn)
OPTICS I60r89rnh es°
tl.j
• Ons -place anodized @k#T*num relkdor,
• Type N reflector l,00rporales segmented hmts. arms
• 40OW WA Type N and IV optbe regthe reduosd ouNr L -,'
IeCkolod lamps. e
t162.ernnh) 10
MOUNTING
• Factory Installed di. -oast alurnhi m arm.
• Arm contains Integralwikhghplbe ctnarrnber vh aids axew.
190 9001 R9�aMrsd
• Key slot design p vAdee one person Inetalaifon.
• Hands -leas wiring,
WARRANTY/LIST1101108
• LL 1672 Itlsd for wet location.
• Published Am year limNsd warranty .
ORDERING GUIDE EXAMPLE
SMR
no K■l6WNFST,E0efl) VA a"opoNai 's 1.120
17.17 (MIEDfle) 4 4nd d this 9w0aon, 2.208
11e.2601ESVIDee1 i 8'240
4e.101)lf"T2e) It 4.217
9.480
1e.100(EWET23.6) Lx x.120 M
".16NEDS 6) 4
Ill- ltlA/ET23.6) 8
48./0 WOET16) !
2 LIGHTING PLAN
3 of 3 SCALE: 1 " = 30'
211
00 0, 0
p J
O•
0
C ,� r
00
0,
- 3
B SINGLE 11700 1.000 SMR173MA
3
BS SINGLE 11700 1.000 SMR173MA - SMRGS
0. o
0
°
O °
O
r , ----�
_
fo
�0
��
o O n
r
zi
F o
O1�2to, p° �0
o 0
°
r, c;, O °,
i O, i,
u n o 0 0 0
° <'
ExceLine Luminaire
Schedule
Pro 'ect: TIP TOP
RESTAURANT
Symbol Qty
Label Arrangement Lumens LLF Descri tion
- 3
B SINGLE 11700 1.000 SMR173MA
3
BS SINGLE 11700 1.000 SMR173MA - SMRGS
ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE
ExceLine Numeric Summar
Pro 'ect: TIP TOP RESTAURANT
Label Calci pe Units Avq Max Min Avg/Min Max/Min
Parking Lot FC at Grad Illuminance Fc 1.13 15.4 010 0.00 0.00
FC Be and Prop Line Illuminance Fc 0.00 0.3 0.0 0.00 0.00
ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT GRADE
FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE ONLY
L U'Rce u�, 1 n,7
-�
e `M tel
Poplar c } \ 00 ak
IS40 4 - 4698
. Exist. Overhang
'Deciduous')\ 498
Parcel 1 OA. T s
T� T T_5
I
'4 Locust \ I I 1 50 Acs
T-8
1=StonY
Building
Addition LLC T_4
-- _...
DB l 964 - 184 (3) Existing Japanese
FFE=497.2 Euonymus to remain
Refer to St for Detail
DB 1965-32 496 2,417 SF (9) Existing Dwarf
G
T-3
(1) Exis}ing Ro e to
remain x
a�
E
3W i
Lam) (n I
zV)
UgE
J �l�N-
E
7 -
C 0
O 6 m
O�
M v /4 i
top
`lea ;tGr�
�pl T H O,r
i
411P Z
Ti t y Ray Miller
Lic. No. 30542
�1, /x.17 4�
o�FSS/4NAL
Revision
NO. DESCRIPTION DATE
v U <.
� I
C
T � � N
E z
v �
z
o
FT-i�•1
V
H
I--�
s.
M
J m �
QI 3 U
v Q)
W
Q0 o
CLI v [�
'g, o iv
0
o - -
LO 3 3 li
LO
� o 0 0
Boxwood to remain I L) _ co
4 acust Zoned; HC -EC c� s 4
Existing 1 -Ston b • ��''
I 9 Y (5) S-2 r� • ' • r-+
Roof -Mounted Building BENCHMARK
Mechanical FFE=497.2 ELEV=497.2
1 \ f Equipment 2,600 SF
Ci -4
, I 0 ;�►
1 I I -
(See Not
1
---
\ T y --- -- 4,850 SF Total
a w Light Pole 'J1
(9) Existing Dwarf. o. (Typ of 2 x E"l
/ \ • _ Boxwood to remain I-1 �-k
I T-4 Exist ater Service
Ex'sting snap \ �. 494 1. toy I n W
\ e o.
\ I (T Rem in)
V Z U
\ I
e
. . . _
T-3 T3" �`5� ) (515-2 Y O" [--� �••l
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NEW
30' Access Easement , '' Exist. C/O Benchmark:
Adjust Top as PK Nail
15' HD ` Required Elev=492.18
_ P F , iinu
Light Pole
�9Fos S (T►S-fi (Typ of 4)
90 -
T�;
N, 0' . "E_ 423.41
x,
Pin Oak
st.ing
,
1 � \
3 LANDSCAPE PLAN
3 of 3 SCALE: I" 20'
S-5
0
i �r;tlrla '
Tm 78
Parppl. 5 7 R
3GCS
° �
T-4 w
4 Existing Japanese IS-
T -3 S
T-3
Euonymus to remain
New PavementF,
Refer to Detail f' ) F"t a U
.
Exist. , °; Co E-4 +3
Light Fole I ( x
VS -6 S� (Typo 4)
(IS -5 (7) S j T-1 O
Exist. Sign q' �I- RSI
• - " To Rerhoin
T-9 T-9 i=
T-8
Sheet No:
Exist. Retaining Wall I I ol
zl
ti 20 0 20 40 60
SCALER = 20' S3 of