HomeMy WebLinkAboutSDP200100034 Plan - Approved Final Site Plan and Comps. 2001-07-057��
VICINITY MAP
ST' RT. 649
WORTH
CROSSING �~ ---
SITE
TIMBERWOOD -
BLVD.
CHARLOTTESVILLE
FOREST LAKES NORTH
SCALE: I" N 1000'
SITE DATA;
LEGAL REFERENCE
TMP 46B4-8
SOURCE OF TITLE
DB 1071, p.491
OB 1071, pp . 493-496 (plat)
OWNER
FOREST LAKES ASSOCIATES
P.O. BOX 5207
CHARLOTTESVILLE, VA 22905
DEVELOPER
FOREST LAKES ASSOCIATES
P.O. BOX 5207
CHARLOTTESVILLE, VA 22905
ZONING
PDSC, WITH TRAFFIC PROFFER ZMA-88-16,
ENTRANCE CORRIDOR DISTRICT.
AIRPORT IMPACT AREA.
MAGISTERIAL DISTRICT
RIVANNA DISTRICT, ALBEMARLE COUNTY, VA
SOURCE OF TOPO & BOUNDARY SURVEY
ROUDABUSH, GALE & ASSOC., INC., FIELD SURVEY
DATUM
NGV029
SITE BENCHMARK
RIGHT FRONT BONNET BOLT OF FIRE HYDRANT
ON THE SOUTH SIDE OF WORTH CROSSING
ELEVATION = 510.70
BUILDING HEIGHT AND SETBACKS
AS SHOWN ON SHEETS 2/6 AND 3/6
THE SHOPS @ FOREST,LAKES
FINAL SITE PLAN SDP 2001 - 034
GENERAL WATER AND SEWER CONDITIONS
1. Work shall be subject to inspection by the Albemarle County
Service Authority inspectors. The contractor will be
responsible for notifying the proper service authority
officials at the start of the work.
2. The location of existing utilities across the line of
the proposed work are not necessarily shown on the plans
and where shown, are only approximately correct. The
contractor shall on his own initiative 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.
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be resposible for notifing
"Miss Utiltiy" (1-800-552-7001).
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, etc.
7. All water and sewer, appurtenances are to be located
outside of roadside ditches.
8. Valves on deadend line shall be nodded to provide adequate
restraint for the valve during a future extension of the line.
9. A backflow prevention device and a pressure reducing valve are
required on the domestic water service line.
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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 ( V.O.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.
2. All paving, drainage related materials and construction methods
shall conform to current specifications and standards of V.D.O.T.
unless otherwise noted.
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. All slopes and disturbed areas are to be fertilized, seeded and
mulched. The maximium allowable slope is 2:1(horizontal:vertical).
Where reasonably obtainable, lesser slopes of 4:1 or better, are
to be achieved.
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.
6. All traffic control signs shall conform with the Virginia
Manual for Uniform Traffic Control Devices.
7. Unless otherwise rioted all concrete pipe shall be reinforced
concrete pipe - Class III.
8. All excavation for underground pipe installation must comply with
OSHA Standards for the Construction Industry (29 CFR Part 1926).:
PROPOSED USE
THE SITE IS CURRENTLY UNDEVELOPED. THE PURPOSE OF
THIS PROJECT IS TO SITUATE A BUILDING ON THE SITE
FOR THE PURPOSE OF RETAIL SALES.
NUMBER OF EMPLOYEES
THE PURPOSE OF THIS BUILDING IS TO PROVIDE RETAIL SPACE FOR
LEASE. AT THIS DATE THE EXACT USE OF THE SPACE IS UNDETERMINED.
APPROX. 11 SHOPS @ 2 TO 3 EMPLOYEES PER SHOP = 22 TO 33 EMPLOYEES
PARKING SCHEDULE
SHOPPING CENTER (PDSC ONLY):
14,217 s.f. gross @ 5.5 SPACES / 1000 s.f = 78 SPACES REQUIRED
79 SPACES PROVIDED
LOADING SPACES
14,217 s.f. gross @ 1 SPACE / 8000 s.f. = 1 LOADING SPACE REQUIRED
2 LOADING SPACES PROVIDED
LAND USE SCHEDULE
EXISTING % PROPOSED %
BUILDING
PAVED
0 s.f. 0% 14.217 s.f. 22.0%
0 s.f. 0% 38,160 s.f. 59.2%
TOTAL
IMPERVIOUS 0 s.f. 0% 52,377 s.f. 81.2%
COVER
OPEN 64,463 s.f. 100% 12,086 s.f. 18.8%
TOTAL 64,463 s.f. 100% 64, 463s.f. 100.0%
PARKING LOT PAVING SPECIFICATIONS
LIGHT DUTY PAVEMENT
6" - #21A AGGREGATE BASE MATERIAL
2"- BM 25.0
HEAVY DUTY PAVEMENT
8"- #21A AGGREGATE BASE MATERIAL
3"- BM 25.0
2"- SM 9.5A
TMP DESCRIPTION
46B4-1B
TRACT
I -A,
PARCEL
0
46B4-1A
TRACT
I -A,
PARCEL
C1
46B4-1A1
TRACT
I -A,
PARCEL
C2
46B4-1A2
TRACT
I -A,
PARCEL
C3
4684-1D
TRACT I -A,
PARCEL
81
46B4-101
TRACT I -A,
PARCEL
B2
46B4-102
TRACT I -A,
PARCEL
B3
46B4-1D3
TRACT I -A,
PARCEL
B4
4684-9
OUT PARCEL
II
4684-10
OUT PARCEL
III
46B4-8
OUT PARCEL
I
4684-2
TRACT II
4684-3
TRACT III
NOTES:
* LOCATION ,AND DESIGN OF ANY PROPOSED SIGNS IS TO BE SUBMITTED
SEPARATELY AND TREATED AS AN AMENDMENT TO THIS PLAN.
* DO NOT SCALE THESE DRAWINGS! USE DIMENSIONS SHOWN ONLY.
BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
* IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT
LOCATION OF ALL EXISTING UTILITIES.
* THERE IS NO 100 YEAR FLOODPLAIN ON THIS SITE.
* WATER RESOURCE AREA: DEVELOPMENT AREA.
X THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
* THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO
PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
* EACH OUTDOOR LUMINAIRE EQUIPED WITH A LAMP WHICH EMITS 3.000
OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A
DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS.
* TRASH REMOVAL: DUMPSTERS ARE TO BE SITUATED ON THE SITE AS SHOWN.
* WINDOW GLASS: WINDOWS ARE TO BE CLEAR GLASS.
* EXTERIOR HEATING AND COOLING UNITS ARE TO BE LOCATED ON 'THE ROOF
OF THE BUILDING BEHIND THE FACADE.
* THE PROPOSED BUILDING IS TO BE A MINIMUM OF TYPE 2 CONSTRUCTION.
* THE PROPERTY OWNER SHALL BE SOLELY RESPONSIBLE FOR REPLACING ANY
OF THE REQUIRED LANDSCAPING ALONG WORTH CROSSING THAT WOULD HAVE
TO BE REMOVED FOR MAINTENANCE PURPOSES OR REPAIRING THE UTILITIES
WITHIN THE DRAINAGE EASEMENT.
STORMWATER MANAGEMENT NOTE
A THIS SITE IS SERVED BY A PRIVATE BASIN WHICH SERVES THE FOREST
LAKES COMMERCIAL AREA (OF WHICH THIS SITE IS A PART). THE BASIN
WAS DESIGNED SPECIFICALLY FOR STORMWATER DETENTION, BUT ALSO
ADDRESSES THE COUNTY'S WATER QUALITY POLICY. A STORMWATER
MANAGEMENT AGREEMENT FOR THIS BASIN SHALL BE IN PLACE PRIOR
TO THE FINAL APPROVAL OF THIS PLAN.
TRAFFIC GENERATION SUMMARY FOR FOREST LAKES COMMERCIAL AREA
SQUARE 12% 24%
USE ITE CODE FOOTAGE GROSS GENERATION RATE GROSS INTERNAL PASS -BY NET
McDONALD'S 834 2633 632A 2 VTPD/1000 sf 1664 (200) (399) 1065
r.
HORTON FINANCIAL 4775
Dr. KAHN 3437.5
WORTH PARK OFFICE BLDG. 8000
750
16212.5
11.42
VTPD/1000 sf
185
(22)
GUARANTY BANK
912
2500
265.21
VTPD/1000 sf
663
(80)
FIRST CITIZEN'S BANK
912
2930
265.21
VTPD/1000 sf
777
(93)
UNDEVELOPED
CLASSY CAR WASH
847
2 BAY
35.27
VTPD/WASHBAY
71
(8)
ARBY'S
834
3173
632.12
VTPD/1000 sf
2006
(241)
CRESTAR
912
2989
265.21
VTPD/1000 sf
793
(95)
SHOPS @ FOREST LAKES
10650
FOREST LAKES SHOPING CTR.
53279
UNDEVELOPED (PO -SC)
820
63929 @EXP (0.625*@LN
(sf/1000) +5.985)
5343
(641)
NOTES:
4684-10 CRESTAR - SQUARE FOOTAGE BASED ON EXPIRED SITE PLAN
4684-8 THE SHOPS @ FOREST LAKES & 46B4-2 FOREST LAKES SHOPPING CENTER - GROSS LEASEABLE AREA = 75% OF TOTAL BUILDING SQUARE FOOTAGE
PROFFER LIMIT = 10350 VTPO
REMAINING GENERATION = 2989
.x0 S U
APPROVAL
DEP . OF PLANNING VIRGINI DEPT. 0 HIGHWAYS
Z
TZ
EV
-7 2 a1A
(jAy�ENGINEVNG VIRGINIA DEPT. OF HEALTH
!^ ! 645?
G 29
DEPT. OF ZONIN ALBEMARLE COUNTY
SERVICE AUTHORITY
EMA E COUNTY FIRE OFFICIAL EMA LE COUNTY BUILDING OFFICIAL
SHEET INDEX
(44)
118
(159)
424
(186)
497
(17)
45
(481)
1284
(190)
507
(1282) 3420
7361
SHEET
1 / 6 -
COVER SHEET
SHEET
2 / 6
- GRADING PLAN
SHEET
3 / 6
- UTILITY & LAYOUT PLAN
SHEET
4 / 6
- SANITARY SEWER
PLAN & PROFILES
SHEET
5 / 6
- LANDSCAPE PLAN
SHEET
6 / 6
- LIGHTING PLAN
DGPAR I NrL'i
U a
4 cn W ^ °
nW =
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U p CC
ccw >U
O 2 OU -°
C az Z
Cn Z ®� w2
Q UQ oW
J 8
rq
O
co
cc
w (D Q W
� W es;
J �� o
l� Q. W 24
�(0 co
Q W
0 UJ
rZ
r REVISIONS
MAY 21, 2001
PER COUNTY COMMENI'S
DATE
APRIL 6, 2001
SCALE
CONTOUR INTERVAL
W
Z Z
O
Z
GO
to
�
0
W
_
W
W
w
J
O
U_
O
W
U<
Q
FILE NUMBER
7016
NATE\FL-SF-IOPS.PRO
SHEET
1/6
PLANNIP
71SVP - ENGINEERING
_ BUILDING CODES & ZONING SERVICES
V_
VICINITY MAP
Y
�\ T` 649
WORTH
CROSSING �-- -
J5� SITE
TIMBERWOOD
BLVD.
CHARLOTTESVILLE
FOREST LAKES NORTH
SCALE: I" N 1000' "
GENERAL WATER AND SEWER CONDITIONS
1. Work shall be subject to inspection by the Albemarle County
Service Authority inspectors. The contractor will be
responsible for notifying the proper service authority
officials at the start of the work.
2. The location of existing utilities across the line of
the proposed work are not necessarily shown on the plans
and where shown, are only approximately correct. The
contractor shall on his own initiative 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.
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be resposible for notifing
"Miss Utiltiy" (1-800-552-7001).
6. All water and sewer pipes shall have a mimimum 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, etc.
7. All water and sewer, appurtenances are to be "located
outside of roadside ditches.
8. Valves on deadend line shall be rodded to provide adequate
restraint for the valve during a future extension of the line.
9. A backflow prevention device and a pressure reducing valve are
required on the domestic water service line.
SITE DATA;
LEGAL REFERENCE
TMP 46B4-8
SOURCE OF TITLE
DB 1071, p . 491
DB 1071, pp.493-496 (plat)
OWNER
FOREST LAKES ASSOCIATES
P.O. BOX 5207
CHARLOTTESVILLE, VA 22905
DEVELOPER
FOREST LAKES ASSOCIATES
P.O. BOX 5207
CHARLOTTESVILLE, VA 22905
ZONING
PDSC, WITH TRAFFIC PROFFER ZMA-88-16.
ENTRANCE CORRIDOR DISTRICT.
AIRPORT IMPACT AREA.
MAGISTERIAL DISTRICT
RIVANNA DISTRICT, ALBEMARLE COUNTY, VA
SOURCE OF TOPO & BOUNDARY SURVEY
ROUDABUSH, GALE & ASSOC., INC., FIELD SURVEY
DATUM
NGVD29
SITE BENCHMARK
RIGHT FRONT BONNET BOLT OF FIRE HYDRANT
ON THE SOUTH SIDE OF WORTH CROSSING
ELEVATION = 510.70
BUILDING HEIGHT AND SETBACKS
AS SHOWN ON SHEETS 2/6 AND 3/6
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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 ( 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.
2. All paving, drainage related materials and construction methods
shall conform to current specifications and standards of V.D.O.T.
unless otherwise noted.
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. All slopes and disturbed areas are to be fertilized, seeded and
mulched. The maximium allowable slope is 2:1(horizontal:vertical).
Where reasonably obtainable, lesser slopes of 4:1 or better are
to be achieved.
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.
6. All traffic control signs shall conform with the Virginia
Manual for Uniform Traffic Control Devices.
7. Unless otherwise rioted all concrete pipe shall be reinforced
concrete pipe - Class III.
8. All excavation for underground pipe installation must comply with
OSHA Standards for the Construction Industry (29 CFR Part 1926).
PROPOSED USE
THE SITE IS CURRENTLY UNDEVELOPED. THE PURPOSE OF
THIS PROJECT IS TO SITUATE A BUILDING ON THE SITE
FOR THE PURPOSE OF RETAIL SALES.
NUMBER OF EMPLOYEES
THE PURPOSE OF THIS BUILDING IS TO PROVIDE RETAIL SPACE FOR
LEASE. AT THIS DATE THE EXACT USE OF THE SPACE IS UNDETERMINED.
APPROX. 11 SHOPS @ 2 TO 3 EMPLOYEES PER SHOP = 22 TO 33 EMPLOYEES
PARKING SCHEDULE
SHOPPING CENTER (PDSC ONLY):
14,217 s.f. gross @ 5.5 SPACES / 1000 s.f = 78 SPACES REQUIRED
79 SPACES PROVIDED
LOADING SPACES
14,217 s.f. gross @ 1 SPACE / 8000 s.f. = 1 LOADING SPACE REQUIRED
2 LOADING SPACES PROVIDED
LAND USE SCHEDULE
EXISTING % PROPOSED %
BUILDING 0 s.f. 0% 14,217 s.f. 22.0%
PAVED 0 s.f. 0% 38,160 s.f. 59.2%
TOTAL
IMPERVIOUS 0 s.f. 0% 52,377 s.f. 81.2%
COVER
OPEN 64, 463s.f. 100% 12,086 s.f. 18.8%
TOTAL 64, 463s.f. 100% 64,463 s.f. 100.0%
PARKING LOT PAVING SPECIFICATIONS
LIGHT DUTY PAVEMENT
6" - #21A AGGREGATE BASE MATERIAL
2" - BM 25.0
HEAVY DUTY PAVEMEN"T
8" - #21A AGGREGATE BASE MATERIAL
3"- BM 25.0
2"- SM 9.5A
NOTES :
X LOCATION AND DESIGN OF ANY PROPOSED SIGNS IS TO BE SUBMITTED
SEPARATELY AND TREATED AS AN AMENDMENT TO THIS PLAN.
X DO NOT SCALE THESE DRAWINGS! USE DIMENSIONS SHOWN ONLY.
BRING ANY DiISCREPANCIES TO THE ATTENTION OF THE ENGINEER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
X IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT
LOCATION OF' ALL EXISTING UTILITIES.
A THERE IS NOi 100 YEAR FLOODPLAIN ON THIS SITE.
* WATER RESOURCE AREA: DEVELOPMENT AREA.
X THIS SITE I:S NOT LOCATED IN A RESERVOIR WATERSHED.
X THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO
PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
X EACH OUTDOOR LUMINAIRE EQUIPED WITH A LAMP WHICH EMITS 3,000
OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A
DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS.
x "TRASH REMOVAL: DUMPSTERS ARE TO BE SITUATED ON THE SITE AS SHOWN.
* WINDOW GLASS: WINDOWS ARE TO BE CLEAR GLASS.
* EXTERIOR HEATING AND COOLING UNITS ARE TO BE LOCATED ON THE ROOF
OF THE BUILDING BEHIND THE FACADE.
THE PROPOSED BUILDING IS TO BE A MINIMUM OF TYPE 2 CONSTRUCTION.
* THE PROPERTY OWNER SHALL BE SOLELY RESPONSIBLE FOR REPLACING ANY
OF THE REQUIRED LANDSCAPING ALONG WORTH CROSSING THAT WOULD HAVE
TO BE REMOVED FOR MAINTENANCE PURPOSES OR REPAIRING THE UTILITIES
WITHIN THE DRAINAGE EASEMENT.
STORMWATER MANAGEMENT NOTE
X THIS SITE IS SERVED BY A PRIVATE BASIN WHICH SERVES THE FOREST
LAKES COMMERCIAL AREA (OF WHICH THIS SITE IS A PART). THE BASIN
WAS DESIGNED SPECIFICALLY FOR STORMWATER DETENTION, BUT ALSO
ADCRESSES THE COUNTY'S WATER QUALITY POLICY. A STORMWATER
MANAGEMENT AGREEMENT FOR THIS BASIN SHALL BE IN PLACE PRIOR
TO THE FINAL APPROVAL OF THIS PLAN.
TMP
DESCRIPTION
TRAFFIC GENERATION SUMMARY FOR FOREST LAKES COMMERCIAL AREA
SQUARE
USE ITE CODE FOOTAGE GROSS GENERATION RATE GROSS
12%
INTERNAL
24%
PASS -BY
NET
46B4-1B
TRACT I -A,
PARCEL
D
McOONALD'S
834
2633
632.12 VTPD/1000 sf
1554
(200)
(399)
1065
4684-IAL
TRACT I -A,
PARCEL
C1
HORTON FINANCIAL
4775
4684-1A1
TRACT I -A,
PARCEL
C2
Dr. KAHN
3437.5
46B4-1A2
TRACT I -A,
PARCEL
C3
WORTH PARK OFFICE BLDG.
B000
750
16212.5
11.42 VTPD/1000 sf
185
(22)
(44)
118
4684-1D
TRACT I -A,
PARCEL
B1
GUARANTY BANK
912
2500
265.21 VTPD/1000 sf
663
(80)
(159)
424
46B4-101
TRACT I -A,
PARCEL
82
FIRST CITIZEN'S BANK
912
2930
265.21 VTPD/1000 sf
777
(93)
(186)
497
4684-1D2
TRACT I -A,
PARCEL
B3
UNDEVELOPED
4684-103
TRACT I -A,
PARCEL
B4
CLASSY CAR WASH
841
2 BAY
35.27 VTPD/WASHBAY
71
(8)
(17)
45
4684-9
OUT PARCEL
II
ARBY'S
834
3173
632.12 VTPD/1000 sf
2006
(241)
(481)
1284
4684-10
OUT PARCEL
III
CRESTAR
912
2989
265.21 VTPD/1000 sf
793
(95)
(190)
507
4684-8
OUT PARCEL
I
SHOPS @ FOREST LAKES
10650
4684-2
TRACT II
FOREST LAKES SHOPING CTR.
53279
46B4-3
TRACT III
UNDEVELOPED (PD-SC)
820
63929 @EXP (0.625�*@LN (sf/1000) +5.985)
5343
(641)
(1282)
3420
7361
NOTES:
4684-10 CRESTAR - SQUARE FOOTAGE BASED ON EXPIRED SITE PLAN
4684-8 THE SHOPS @ FOREST LAKES & 46B4-2 FOREST LAKES SHOPPING CENTER - GROSS LEASEABLE AREA = 75% OF TOTAL BUILDING SQUARE FOOTAGE
PROFFER LIMIT = 10350 VTPD
REMAINING GENERATION = 2989--
�.I ilU 1S �cllo �-
.Jc. No. 1443B
S g
APPROVAL
%Lees i
DEP . OF PLANNING
VIRGINI DEPT. OF'HIG'H`WAYS
COMMUNITY DEV
�,
E T. NGINE NG
VIRGINIA DEPT. OF HEALTH
DEPT. OF ZONIN-r
ALBEMARLE COUNTY
SERVICE AUTHORITY
oe
EMA E COUNTY FIRE
OFFICIAL ` EMA LE COUNTY BUILDING OFFICIAL
SHEET INDEX
SHEET
1 / 6
- COVER SHEET
SHEET
2 / 6
- GRADING PLAN
SHEET
3 / 6
- UTILITY & LAYOUT PLAN
SHEET
4 / 6
- SANITARY SEWER
PLAN & PROFILES
SHEET
5 / 6
- LANDSCAPE PLAN
SHEET
6 / 6
- LIGHTING PLAN
IN17Y11L,S Db"PAu•r41111r
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W CL to 2
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C, a.
r REVISIONS
MAY 21, 2001
PER COUNTY COMMENT
DATE
APRIL 6, 2001
SCALE
CONTOUR INTERVAL
M
W
Z
cc
O
r
()
'_^
1�♦
Z
O
W
W
CC
W
J
OO
w
m
J
FILE NUMBER
7016
NATE\FL-SFIOPS.PRO
SHEET
1/6
50a 7 f 5/',
PLANNING
ENGINEERING
_ BUILDING CODES & ZONING SERVICES
i
TIMBERWOOD BOULEI/,gRD ST, RT, U27
100'R O-W
'
\ �
1
t
R=2184.54' A=402.59'
51DEHALK TO 5TOP
CB=N05
35 ' 06 " E CFID=402 . 02 '
AT PROPERTY LINE
`
A=5.09 '-- �"
12.2<i
12.5Y�
R=35.00'
w
1 w�
10.22
V.
.10.10
12.11
12.45
09.h0 -�
\
0q.5C1
� r
Pvi lr
W'MP 46B4 A 7-
FCDREST LAKES ASSOCIA [ES
D.B. 1071 P. 493 Fire
i�
ZONING: POSC ily(i /
USE.' COMMONAREA
i
COA4A4
ONr9,?,cA
t
t
(31
d 7 ; 3:06`14.06 1rT-`- -_ _ _ ' _L[ . l h.Fi2 15.OF� 1 a,62 IFi,Oh
13.3-t
/
1-t.54
\ \ FINISH FLOOR FIN151H F FINISH FLOUR 5133-i LOOK
12.37 .544.3FINISH FLOOR ' 5�
SH F 515.5-1 FINILOOD.
Il.FINISH FLOOR /
rr \ 14,217s,f. 516.3-i 511.10 9 /
�o PROPOSED RETAIL SPACE
TO BE A MINIMUM OF TYF?F 2 CONSTRUCTION
35' MAXIMUM BUILDING HEIGHT
_ p \ HEIGHT OF TOWER FACADE - 30'
X3P HEIGHT OF BUILDING FACADE =
\ Aso 0o S\ \ HEATING AND COOLING UNITS TO BE
- - \�`�\ 50�f LOCATfED ON THE ROOF BEHIND THE FACADE
C /
. rTMP 46B4-7 \,. �, c \ \ \ /
NOTES:
5' VARGABLE HEIGHT
UNIVERSITY OF VIRGINIA (� �F \ GONG,RETE WALK / ALL ELEVATIONS ARE TO TOP OF
HEALTHSERVICESFOUNDATION- \ D.B. 1457 p. 068 f 43"1 GURB UNLESS OTHERWISE SPECIFIED.
\ � - \ 13.3� /
.r ..
ZONING: R15 B
I s �� -. ,
ALL DIMENSIONS ARE TO FAGS OF GUR.
USE.- MEDICAL SERVICES 508 I�.z7 I6.3-! /
\ / ALL GURBING IS TO BE STANDARD V.D.O.T. GG-2
Oq c14 - Tr, - AMF' fJP PMT Tr
/
1.3.41 TG f 4.25 13.�13 15.53
/
�(D \
1420:
TMP 46B4 2
JA ZAN LIMITED PARTNERSHIP
,• \ D•B. 1323 p. 404
o, ZONING.- PDSC
\=
_ ----"" �'--=�, S` �i� � o �\ / \•f3 '�� USE, SHOPPING CENTER
BENGHMARII; s
RIGHT FFZZON-i BONNET \yam \ ' tiG N / EX.Tr- „2 FIB.
BOLT OF: FIRE HYDRANT S `\
ELEVAT10N = 510.70 O \ �yc / 13.06
J
I J OO j
SCALE 1' = 20'
20 10 0 20 40
51DEHALK TO BE EXPENDED TO BACK
\ \OF CURB PROVIDED PERMI55ION _
TO DO 50 HA5 BEEN GRANTED BY THE SCALE IN FEE!
' \ OWNER OF PARCEL 2.
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REVISIONS
MAY 21, 2001
PER COUNTY COMMENTS
DATE
APRIL 6, 2001
SCALE
ill =20'
CONTOUR INTERVAL
1' PROP.
2' EXIST.
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7016
NATETL-SHOPS.PRO
SHEE-F
2/6
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7
P=21clb'
TIMBEWOOD BOU
9 LEI/AlmS7; 17T, 1721
100' R O-W
R=2184.54' A=402.59'
SIDENALK TO 5-rOP CB=N05 °35' 06"E CHD=402.02'
AT PROPERTY LINE
A=5. 09 '---�~
R=35.00' ' ��
' �� t
' 10, R 4.5' R
1
\ U2 5' R
` PROP, STM, M' PROP. D.I.-I
\ O TOP=50q.00 TOP=5Oq.00
1.1.=502.00 (2)1 1.0.=502.50 12' R
I.O.=50018 \
cP �� PROP. \O
15" RGP 2' X 2'
BRICK
\ �cS,1�3 \ � � COLUMN
82.2' TYP. TYP.
R=2a14'
IN
__-_ __ -- _---_-_ ✓Iri .r�V.S. ITT-. 1�1
TMP 46B4 A 7
FOREST LAKES ASSOCIA TES e
D,B, 7071 p. 493 Fire
ZONING: PDSC Hyd
USE.' COMMONAREA
g'
�r T�F'•
8'
lot
10' SPAGES
THIS AISLE ONLY
15' GONGRETE WALK
-10' GANOPY ul
,
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40NAMC,4
2.51 R
10' R
5' R /
5' R
0
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UNIVERSITY OF VIRGINIA
HEALTH SERVICES FOUNDATION
I
D.B. 1457 p. 088%
\
ZONING: R 15
USE; MEDICAL SERVICES
�
� 50' R
o
\
70' R PR
Q/ 5 SAN
O
`
TOP
PROP. D.L-i INV.
TOP=50�.60
�
1.0.=503.60
O
a PROP. STM. MH.
TOP=508.85
`
LI.=502.10 (4A 4
exist. Drop; Inlet
BENGHMARK
Wo/ EX. 18" RGP 5
�` r. i ► p50000 �4)
RIGHT FIRONT BONNET
.
\ saw LL- 4g8,32 (EX.
BOLT OF FIRE HYDRANT
�` i•0•= 4g8.22 (EX.)
ELEVATIION = 510. 10
\ NOTE. .
GONTRAGTOR TO VERI
` OF EXISTING, 0" RGP A
�\
EXISTING GROWN.
STORM
5GHEOULE
\
STIR. TYPE
TOP
I NY. I N I NV. OUT
\
OI MH-I
50g.00
502.00(2) 500.g8 (EX)
\
14.217 s.f. /
PROPOSED RETAIL SPACE
TO BE A MINIMUM OF TYP?F 2 CONSTRUCTION /
35' MAXIMUM BUILDING HEIGHT /
HEIGHT OF TOWER FACADE = 30'
HEIGHT OF BUILDING FACADE = 18.5'HTING /
LOCATEDEAONAHERROOF BEHIND HE FCOOLING UNITS To ACADE
o NOTES:
n
5' V N'GRE LE HEIGHT o
GON;GRE� / ALL ELEVATIONS ARE TO TOP OF
TE WALK PROP. CURB UNLESS OTHERWISE SPEGIFIED.
/
SAN. MH X2A q6°32'02"
TOP=514 / ALL DIMENSION5 ARE TO FAGE OF GURB.
164.33' 45 °
INY.=510 50 210
5' ,gip
ALL GURBIN6 15 TO BE STANDARD V.D.O.T. GG-2
CONCRETE ;
NALK i i G.O, Ett/MP>rR RAMP Up f
OP TYP. BLOCK IL
MH X3 TYP.
=508. to OPAQUE f: -�
=504.00 \ ; DUMP5TER N -- r 3 j 1z " SERVI /
\ ENGLO�.9URE 1zJ N j 0 : --LINE
;
s \ `I" PVG SAN. 2" B.O. /
LATERAL 2 x 23 GONG, // �A55'Y /
/ / 2" GALV.
TYP. PROP. PPAIAD ��(�� -* KATERLI /
\ \ s SAN. MH X2 ;. �\j / �{
rOP=512.08 C
= 502.50 ;
\ PROP. \ ; 11-502.50 q � / -PROP
15" RGP 4' R \ S 1-0-502.30 oj4 vk' �0' R '!z
\ 4A \ TMP 46B4 2
5) PROP: JA ZAN LIMITED PARTNERSHIP
OP\ TOP=508.47 , \ � � �� -
-I6 GP \ I.Q:=504.47.. v' \ �''� D.B. 1323 p. 4GW
\o, HEAW DUTY PAVING / \ �'' / v{ ZONING: PDSC
TUB \ \�'i<p ri USE. SHOPPING CENTER
5' R
FY INVERT
ND MATCH `S6'`` \ �vG�T'rAl
ca
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50g.00
-
502.50
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505.81
500.00 (4)I
4g8.22 (EX.)
E.xlstlnq
`� � S�crn. MR xl
/
4g8.32 (EX .)
,gyp
\ Tlop = 50q.4q
®
MH-I
508.85
502.10 (4A;, 5)
502.00
1.11.=500.60 (X2)
1.11.=4g3.4q (Drop)
`
\
508.41
-
504.41
1.11.= 4g1.6q (Ex.)
\ 1.C�.= 4gl.4q (Ex.)
/
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DI -I
501.60
-
503.60
,
\
/
/
\
- 2
11.15' OF
15" RGP ®
4.48%
11.5' OF
18" RGP ®11.43%
\
51DENALK 'r0 BE EXTENDED -TO BACK
OF
®-
4�
15.0' OF
15" RGP ®15.80%
\ TO�DOB50 KAVS BEEN GRRAWED BY THE
ONNER OF PARCEL 2.
SCALE 1" = 20'
20 10 0 20 40
SCALE IN FEET
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REVISIONS \
MAY 21, 2001
PER COUNTY COMMEPITS
DATE
APRIL 6, 2001
SCALE 1 - 20'
CONTOUR INTERVAL
2 FEET
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FILE NUMBER
7016
NATE\FL-SHOPS.PRO
SHEET
3/6
S'�3•.r 7/S/.d '
W.k� 7/s/o 1
TIMBERWOOD BOULEVARD
ST, RT, 1721
700' )?- O-W
- D.
-
�. / TMP 46B4 A 1 �-�----_
-------
FOREST LAKES ASSOCIATES
\
Fire D, B, l U77 p, 493 Hyd
ZONING: POSC
I R=2184.54 ' A=402.59 ' USE' COMMONARF�i /
s1DENALK To STOP CB=N05 °35 ' 06 " E CHD=402.02 '
AT PROPER-►Y LINE—, IK
,�
• WA NA
\ COMMON
I
R=35.00 ' � - ;� � • �
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\ LIRIOPE Jz
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OL\
TMP 46B4-7
UNIVERSITY OF VIRGINIA Q
\
HEALTH SERVICES FOUNDATION
D.8. 1457 p. 088 \ %` •\ \
ZONING: R15 \
USE,- MEDICAL SERVICES
O \�
14,217 s,f.
PROPOSED RETAIL SPACE
TO BE A MINIMUM OF TYPE 2 CONSTRUCTION
35' MAXIMUM BUILDIG HEIGHT
HEIGHT OF TOWER FACADE = 30'
HEIGHT OF BUILDING FAr-ADE = 18.5'
UNITS To BE
LOCATED ONEH D OOOF BEHIND THE FACADE
5' VARIABLE HEIGHT
— GONGRF-rE WALK
l
GM
2
\ -P 0 \ LIRIOPE
RAMfl UFO
[Tz::�71 --jI
. \ Jz
BENGHMARK
RIGHT FRONT BONNET
BOLT OF FIRE H'(DRANT ,
ELEVATION = 510 70
L I RI OPE
NA \`�b, /
� /
Jz
•
LIRIOPE
- -
LIRIOPE
/
/
TMP 46B4 2
/ JA ZAN LIMITED PARTNERSHIP
/ D.B. 1323 p. 404
ZONING: PDSC
USE. SHOPPING CENTER
LANDSCAPE SCHEDULE
KEY
QUANTITY
COMMON NAME
BOTANICAL NAME
HEIGHT
CALIPER
SPACING
WA
7
WHITE ASH
Fraxlnus amerlcana
N/A
1.5' - l .75'
AS SHOWN
WO
7
WILLOW OAK
Quercus phellos
N/A
1.5' - 1.75'
AS SHOWN
JZ
5
GREEN VASE
ZELKOVA
Zeikova serrata
'green vase'
N/A
1.5' - 1.76'
AS SHOWN
OL
26
OTTO LUKEN
LAUREL
Prunus laurocerasus
'otto luyken'
18' - 30'
N/A
5'
SL
22
SCHIP LAUREL
Prunus laurocerasus
'schipkaensis'
18' - 30'
N/A
7'
CM
4
COMPACT
CRAPEMYRTLE
Lagerstroemla
Indlca compacta
18' - 30'
N/A
8'
LI
AS
SHOWN
LIRIOPE
llrlope muscari
'Big Blue'
N/A
N/A
12'
v
o \ / `,
0,
\'`w ���'"'� LANDSCAPE REQUIREMENTS;
c7i' �.� � � `ri ' f �l .-.
INTERIOR LANDSCAPING (Sect. 32.7.9.7b)
V �rZ / "->i,+/;T PARKING LOT
79 PROPOSED PARKING SPACES @ 1 LARGE SHADE TREE / 10 SPACES = 8 LARGE SHADE TREES REQUIRED.
10 LARGE SHADE TREES PROVIDED.
9 � NOTE: \
THE PROPERTY OWNER SHALL BE SOLELY RESPONSIBLE FOR
REPLAGING ANY OF THE REQUIRED LANDSCAPING THAT MIOFIT \
BE REMOVED FOR MAINTENANGE OR REPAIRING OF THE UTILITIES
LOGATED WITHIN THE DRAINAGE EASEMENT ALONG WORTH GROSSING. \
SCALE 1" = 20'
20 10 0 --- 20 410 \.
SCALE IN FEET
22—SL
i` LIRIOPE
/
/
51DENALK To BE EXTENDED TO BACK
\OF CURB PROVIDEE) PERM155ION
TO DO 50 HA5 BEEN GRANTED BY THE
ONNER OF PARCEL 2.
52,377 s.f. (PAVED PARKING AND CIRCULATION AREA) @ 5% = 1,908 s.f. OF INTERIOR LANDSCAPING REQ_U_IR_E_ D.
` 4,905 s.f. OF INTERIOR LANDSCAPING PROVIDED.
TREE CANOPY REQUIREMENTS (Sect. 32.7.9.9)
TOTAL SITE AREA = 64A63 s.f. @ 10% = 6A47 s.f. OF TREE CANOPY REQUIRED.
7,208 s,f. OF TREE CANOPY PROVIDED. —
6 WHITE ASH @ 413 s.f. CANOPY / EA. = 2A78 s.f. CANOPY
7 WILLOW OAK @ 380 s.f. CANOPY / EA. = 2,660 s.f. CANOPY
5 GREEN VASE ZELKOVA @ 490 s.f. CANOPY /EA. = 2A50 s.f. CANOPY
TOTAL CANOPY PROVIDED (POST DEVELOPMENT) = 7,208 s.f.
NOTES:
ALL LANDSCAPING IS TO BE MAINTAINED BY OWNER AND REPLACED BY OWNER SHOULD ANY DIE,
THIS PLAN IS FOR LANDSCAPING PURPOSES ONLY!
II
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REVISIONS
MAY 21, 200.1
PER COUNTY COMMENTS
DATE
APRIL 6, 2001
SCALE
ill =20'
CONTOUR INTERVAL
2 FEET
FILE NUMBER
7016
NATE:IFL-SHOPS.PRO
SHEET
5/6
sVw 71s/Q,
7��
7/MBfRW00D BOULEVARD ST 2T, 772/
IX"rr-aw
515. 1p
/
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AMC/ATE `�, _--__
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Fire
..493 Hyd
4.54 ' A 40 9 '
ZONE '
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�
COMMONA �E�
R=35.00'
B' EXTFN(7ED POLE AIOIfNT
22" (559 mm) WEDGE AREA CUTOFF LIGHT--
N
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15CWPSAW 'NAC26915(0(4)(bl
M i2a209r24a2ily lsu,a«al
(+)f fusing
S
-
/ -"
-
2WWPSMI WAC26920(c)-(a)(bl
T 12a27J/1UV(CrW Cwy1 .,.., _..,.-
.(.)H. 2.1."L# Ill. Niv)__-._
♦
J
--...
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.._
i � tlry
.. ...-- ...
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- -
-... ..
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_
27 217V (PSMH o"L
sv wmy?rwaaaRu.raoq-
q QuirUyypyyk"yrr_too---
`�
.
j, 750W PSAH WAC269)Nc)-(rt)(Di_
1 708Y � � -� -�
pwt,das loow `
Q+anl lamp)
..
♦
'
40pW PSMH WAC26910k1.(al@)
"
4 210Y ... _-.
WAm 211Y 1Msraa b.hv)
•
-- METAL HALIDE
IJSWMH WAC249H,)-fs)tbl
--
5 /BQv
IS 11 N(cara owT)
SPrW Ill s.q. reap - sr vap s,.a.ay
\�
/
_
250WIAN WAC1192(c}U)(bl
la .aspr r.buYra.uq e. us
\
'
_
-- J 400W MH WAC2a9/(a).l+)@)
R
T
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S
_._ HIGH PRtSSIIRt SIpA,aA RW
250W HPS WAC2392k)•(+1@I G War-.
...
........ 1WNWS WAC2194k1•UINI ..- •.. '� ' . a
ra•"h W vw,a W deseea a Iq AKw. yps. .. ♦ \ y /
'� 4ena tgclry awaw. se. reur.rr ow slag roa 9
\ PROPOSED RETAIL SPACE
( A.arza+ewekp.rol.hra. 14217 sofa
60'35' MAXIMUM BUILDING HEIGHT
HID lamp, t drove sharp cutoff S ng'S Se for Fixture includes clear, mogul M lamp: U.S. 4a 742 29, 5,45I,841: D352.126: . ,.\ . �.p HEIGHT OF TOWER FACADE i
HID lamp, totally enclosed. HW sing is seamless, 310 - IOOW PSMH and 400W MH u2in the Canada 742p1 ,�\ A tti- � �,
1. die cast akxr•L um.wide
by 4.S' (ng consists of a E028 reduced envelope lamp. Puiseative.rated ' \ O� HEIGHT OF BUILDING FACADE as 18e5'
y 6' (15 mm) Wide by extruded
d a min) n our porctlalamphoii encosed, 4kyspring
aired screw r cost type HEATING AND COOLING UNITS TO BE
by 6' (152 min) long exruled akxn'.rr11 arm. lart+plldder with sPin'9 loaded cents contact. Exclvsnve DeeaGuard' finish features in E-Coa " C)
the arm is held in place With two 1J8- (9 mm) Lamp ignitor Included Where fequdred. All ballast �y prime( with blade aayfk pow,da topcoa C ` - LOCATED ON THE ROOF BEHIND THE F .
mounCng rods fastened to a steel backing plate assemblies ere high power factor and use the providing excellent resistance to corrosion, �♦1;.Q 9\ \ FACADE inside the pole. and by two nuts inside the fohow;rg circuit type: ultraviolet dagadat on and abrasion. the Finish
falue hougig. herstoMounting rods are provided Reactor (27N PSMH only) is covered by our 7 year limited werrrq .eL
'lath sealer Wacon s to ofIllgid water leakage. ()50 _ 400W pWH) 5' �IARIABLE HEIGHT
Lens assembly consists of r'gid akxcrum Irame ( ' ` THIS PLAN I S TO D E "I A I L LIGHTING PERFORMANCE ONLY
and high ImWL clear tampered glass. CWA _ Constant WKt&o Acr • ensrmmar - �,/ '� .
1150 - 400W PSMH. 175 - /OOW MH; 5aL•22 .8adc'yry Shield � ^ �.` '^I O GONGRETE WA(_K .
250 - 400W HPS) -IA-J� •\ 1 i \
;05-
ANSI Idmp,valtage label supplied, visible during
relampng. UL listed in U.S. and Canada for
wet Iocadons rid endowre class6ed IP65
per IEC 529. .. .. .. Mark schWer
9201 Washington Avenue Racire, Wrcomin S1406-3772 U.S.A. PHDNE (414) 886.1900 FAX (414) 884.1309 l I G N (I H 6 g f J I G H
g.d t7c"9 nc. vinrog u.s.x Mwrw...,Wwqurg caw ,Inr9e LI HTIN
---�3
2
1
.5
.1
IESNA91 HORIZONTAL FOOTCANDLES
[TEST] LSI 10553 SCALE: 1 INCH = 20 FT
(DATE) 02/06/92 LIGHT LOSS FACTOR = .75
(MANUFAC) RUUD LIGHTING TOTAL LUMENS - 14000
ILUMCAT) WAC494 MOUNTING HEIGHT = 20 FT
ILUMINAIRE) 22" WEDGE/AREA CUTOFF IFORWARD THROW ARM LENGTH - .5 FT
(LAMP) 175W MH MAXIMUM CALCULATED VALUE = 4.7
SCALE 1" = 20'
20 10 0 20 40
SCALE IN FEET
Mark Scrluylel, LC
lb / Principal
J
946 Grady Avenue, Suite 27, Charlottesville, Virginia 22903.4487
`♦ CA)telephone: 804,295.7252 1 Fax:804-295.3536 ) Email: ms@schuylight.com
NA L I � ------ _ _ f _- -- ---- ---- __ -- -
6' EXTENOED POLE MOUNT
16" (406 mm) WEDGE AREA CUTOFF LIGHT
Hg.r.k.9. RslNcbr.
-
1
• �'
\
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/
C.P- �'ji. it ,.inum.
Gp.allor Frish[Dior. cl-k. '
'
!
O
\
�e•115Y mm) \ I 1e.1•(+ga min)
9.5' • +1
_
/
a�
V•
\
_ . _ .. _ (141 min)-�--I 1, 1..,,T
IpYbr
- - - -.. -.
�•
• wain,"Wk.g) (.cw
/
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s.r(Izemm))dd
'24. 161d ,
i
p`L
lnra.e
POU Maum.
Fi,ian W-,, black. L.m firm.
D�. ual auminum
I �`? I '
PE
Hlnq. Cgmp.Amenl .Wave- 9..x.1.
j
se Asmbly C.- Fx,lsh coke(• black.
/
50W Mi 5vAC2405(c){a)Ib) D 11tY271V ISuro.o sou ItVN MH. sine 11es1 .(+Ilf Fusi,y
♦
I77
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♦
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ISuna a
-_!"MH WAC24 I25o).(aila) Snw cell Jo•IsaA'HPS) ... •SP2 E+4rrul HalaN((a'4W4)
\
•..
IiSW M41 WAC2, 11(c)•14)(b) T 12a21aN1V ltansar aejl 0 Oven S't% (non.deny-idly IlM) -
' MI?37 (irlWdes 1 rpirV tang)
lurdara.l
/
15W HPS WACJ`Al(C)•1+Nel ..
I ISI�Nda4
-T• WNPi)o•IaVp
HPS WAC2w5(c):(.1@) W S.qk rb••lr - S.r rbApr LM Nor .
♦
-
SOW
2. _. 211V -_
x
•
f100w
low HPS WAC2501(c)-(4101 .... ... -
HPS WAC2510(c).(.)@)
ISGW "PS WAC25151gd+1@)
. -ra
S 190Y n)Sw aw /g -ISOW HPS)
♦
/
/
_._. _
S0a0ry (+I YsuP. W oPwu a kl•cxw+ s.v0 6 .N N ([Sued. pay) .._--.. Gray
.'.\
/
la rqug na+eer, a.,a ti U S. veal CaWr. rw wane,
no s a ra,"c, r0v w..a tya+y wwa.ia. w i o-,v�.a
♦
-\
/-
60• lorward drove sharp rxxoll luminaire rani Fixwnz ixk,des ckai, medtun base Ien1p Ex¢Wsive Ueharuard' finish Ieawre5 r1 Edna
tkllghl coned fHID lamp, (daily Pulse.(ated porcelain enclosed. AV rated Screw eFWxy primer With black aayfk puwd r lopcoa
adjustable Wor
j
enclosed. Housing Is Stainless. de cast shell type lampholder. Lamp Ignitor included providing excellent resistance to corrosion,
♦
aluminum. Mouninlg cornSistl of a 1,15• where required NI WWI assemblies re high uthreefolet degradation all abrasion. The fnhh
(//min) wide by 2.5' (63 min) high by 6' power factor and use the following circuit types: is covered by our 7 year Rm4ed warranty.
The
\ . •
.
(152 ni long extruded alumi urn aim. geacrof (voltage suffix t only)
arm is held in place with two YT 19 mm) I SOW HPS)
. -
♦
j
(35 -
mounting rods fastened to a steel backing pkle HX - High Reactance '
..
♦
♦
Inside the Ohs, and by two nuts Inside the U.S. 1,689,729, DJ52.126, Canada N207
(50 - 1tXrA! MH; 50 - 150W HPS)
\
♦
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Mitre housing Mounting rods re provided
wah sakg washers to prevent water leakage. CWA - Conalx.r Waage Aulolransformer
\
assert,dy consists offgd aluminum (175W MH)
♦
.Lem
frame high impact, clear tempered glass. F1H41a wire (Ward
`\ `♦ Sill e+cke-y, 0411d IESNA91 HORIZONTAL FOOTCANDLES
ANSI lanipwa0eyelabel Supplied, visible dairy (TEST) LSI 10695 SCALE: 1 INCH = 20 FT
♦ lelamping. UL Listed in U.S. and Canada for (DATE) 04/28/92 LIGHT LOSS FACTOR = .75
♦ ♦ - wet Wdonsand encloureclassified IP65 (MANUFAC) RUUD LIGHTING TOTAL LUMENS = 14000
♦ WJEC529 ILUMCAT) WAC417SBL MOUNTING HEIGHT = 15 FT
R (LUMINAIRE) 16" WEDGE/AREA CUTOFF W/BACK LT. SHIELD ARM LENGTH = .5 FT
♦ \ 9201 WashinglonAverrx Retina, Whcoron 53406-]172 U.5-A• Pr+aaE (414) ee6•t9oo FAX (414) ee4.33o4 (LAMP) 175W MH MAXIMUM CALCULATED VALUE = 8
• `♦ gnagUye:g.we fm.aaiu.s.L nprnv«xuagea,por. In1na I HTIN
REVISIONS
JULY 10, 2000
PER COUNTY
COMMENTS
DATE
JUNE 12, 2000
SCALE
1"=2U
CONTOUR INTERVAL
2 FEET
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FILE NUMBER
7016
NATE/FL-PIED,PRO
SHEET
6/6
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