HomeMy WebLinkAboutSDP200900073 Plan - ApprovedGENERAL NOTES
1. OWNER\DEVELOPER. Rowgozn aN!
1425
wnstar-So/an NC 27103
Jtact:
AM -760b-
2.
tsar Sye/ght
338-76-5211
—7ws
p, ENpNEER. COLLINS ENGEFFERSON INEERING
T.
CHARLOT7ESVILLE VA 22902
71 E (434) 293-3719
E-MAIL
:Srott Cdllns-Enyylneariny.can
CONTACT: MR. SCOTT COLLAS PE
J. TAX MAP NO.: 07800-00-00-015DO
4, ZONING : HC
5, USE : SERVICE DEPARTMENT FOR CAR DEALERSHIP
6, MAXIMUM NUMBER OF EMPLOYEES' 16 (THERE WILL BE
NO INCREASE IN EMPLOYEES W/ THIS DEVELOPMENT)
7 ACREAGE (TOTAL), 1.373 +/- AC.
MAXIMUM IMPERVIOUS AREAS: 1.06 AC,
FLOW AUTO
SITE PLAN AMENDMENT
8 PARKING SETBACK 10'
9. UTILITIES-
SEWER.
TILITIESSEWER. COUNTY SEWER - AVAILABLE ON THE SITE
WATER.- COUNTY WATER - AVAILABLE ON THE 97E
10 DRAINAGE DISTRICT RIVANNA
It WATERSHED: SOUTH FORK RIVANNA RIVER RESERVOIR
12. DRAINAGE THIS DEVELOPMENT DOES NOT INCREASE THE IMPERVIOUS AREAS OR DRAINAGE.
ADDITIONALLY, THIS SITE WU DRAIN TO THE DOWNSTREAM PARCEL WHERE THE PROPOSED
PLAN UTILIZES FILTERA INLETS FOR WATER QUALITY AND RAINTANKS (AN UNDERGROUND
DETENTION SYSTEM) FOR STORM WATER DETENTION.
13. TOPO & SURVEY... TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & A=aA 7ES
SURVEYED 64 2002 PROPERTY WAS FIELD VERIFIED IN NOVEMBER, 2006.
14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND U77LJTIES
SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT
ENGINEER IMMEDIATELY IF LOCATION OR ELEVA77ON IS DIFFERENT FROM THAT SHOWN
ON PLANS, IF THERE APPEARS TO BE A CONVICT AND UPON DISCOVERY OF ANY UTILITY
NOT SHOWN ON THE PLANS
iS THE PROPOSED ADD1770N TOTALS 672 at, AND WILL ABUT THE EXISTING BUILDING.
NOTE. COLONS ENGINEERING SHALL NOT HAW AUIHORITY OVER CONTRACTOR'S WORK, SAFETY
PRECAUTIONS SCHEDULES OR COMPLIANCE WITH LAWS AND REGULA7701VS WE SHALL
NOT ASSUME RESPONSLBILLTY FOR ANY CONSIRUC7701V BEGUN PRIOR TO PLAN
APPROVAL.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO 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 (VDOT). 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 MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT 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.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1
(HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY
BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE
REINFORCED CONCRETE PIPE - CLASS W.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION
MUST COMPLY WITH OSHA STANDARDS FOR THE
COI,.'STRUCTION INDUSTRY (29 CFR PART 1926).
ROADS =1
EXIS77NG CULVERT
O
CULVERT
0
DROP INLET & STRUCTURE NO.
-
CURB
O
CURB & GUTTER
C
PROPOSED PAVEMENT
PREVIOUS LIGHTINIG PLAN
EC -3A DITCH
PROPOSED SPOT ELEVATION
DEPTH OF EC -3A DITCH
79C DENOTES TOP/BACK OF CURB
EC -2 DITCH
T/$ DENOTES TOP OF BOX
DEPTH OF EC -2 DITCH
EARTH DITCH
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
TMP78-14C
S&B`,REALTY V
D8 1896. PG 4
ID 12 9 PG 287 - TMP 78-15E
Z NIN HC FLOW 1313 RICHMOND LLC
1425 PLAZA DRIVE
yy WINSTON-SALEM, VA 27103
fill
'CTMP 78•, 15D I
JANICE 1
S, Le,j/1/)1!73"!1 2205 SHE P EkW RIDGE
•-..1 KARL
77 1
TM� €
V VIRGINIA L E
` S RD
ARLO VA 22
�
SHEET LAYOUT
SCALE: 1" = 100'
Sheet List Table
DRIVEWAY CULVERT
Sheet Title
BENCH MARK
COVER
CLEARING LIMI7S
-
MOT STANDARD STOP SIGN
- - - - - - - -
EXISTING CONTOUR
C
PROPOSED CONTOUR
PREVIOUS LIGHTINIG PLAN
240.55
PROPOSED SPOT ELEVATION
VIRGINIA DEPARMENT OF TRANSPORTATION
79C DENOTES TOP/BACK OF CURB
HEALTH DEPARTMENT
T/$ DENOTES TOP OF BOX
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
TMP78-14C
S&B`,REALTY V
D8 1896. PG 4
ID 12 9 PG 287 - TMP 78-15E
Z NIN HC FLOW 1313 RICHMOND LLC
1425 PLAZA DRIVE
yy WINSTON-SALEM, VA 27103
fill
'CTMP 78•, 15D I
JANICE 1
S, Le,j/1/)1!73"!1 2205 SHE P EkW RIDGE
•-..1 KARL
77 1
TM� €
V VIRGINIA L E
` S RD
ARLO VA 22
�
SHEET LAYOUT
SCALE: 1" = 100'
Sheet List Table
Sheet Number
Sheet Title
T-1
COVER
S-1
SITE PLAN
LL -1
LIGHTING PLAN
S-1
PREVIOUS SITE PLAN
LL -1
PREVIOUS LIGHTINIG PLAN
Ula
1-6
TAX MAP 78
VICINITY MAP
SCALE: 1" = 2,000'
REVISION LIST
QREMOVE HANDICAP PARKING AND ISLAND
Q REMOVE SIDEWALK
3� UPDATE DIRECTION OF TRAFFIC
REMOVE PAVED ISLAND
REVISE LOCATION OF DUMPSTER
6Q REMOVE PARKING
7Q ADDITIONAL PAVING WITH RETAINING WALL
A8 UPDATE LIGHTING LAYOUT
A ADD REVISION LIST
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
'COTT R. COLIJN:
Lic. No. 035791
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SHEET NO.
T-1
EXISTING PAVEMENT TO REMAIN. ANY NEW PAVEMENT SHALL COMPLY WITH THE FOLLOWING DESIGN SPECIFICATIONS -1 ' I R=2' 4'
'.0
Table 4: Pavement Design (VDOT Pavement Design Guide)
LOCATION
DMCN
HCV I ADT
11 CER
SSV
I Dr SURFACE
I H I A
BASE
1 B
A
SUB -&ISE
H
I A
I DP
DRIVE AISLES
N/A N/A
N/A
N/A
A A f.5' SIhA
N/A N/A
3" BM -25
N/A
N/A
6" 21--8
N/A
N/A
N/A
PARKING SPACES
N/A N/A
N/A
A A
N/A " SM -15
N/A I N/A
1 8. 21-8
1 N/A
N/A
I N/A
N/A
N/A
N/A
VDOT STD. CG -2 TOP OF CURB
CURB --�F.
_
6" t
DIRECTION & FLOW VARIES
° •.-' . •1. i .• , .•. 6 1.,1 •_�. "per
13" e . • .._�a' . .. `S ' r : SCOTT R COLLINSZ
iB ..: °�i,' ��� 0 BAQo 00°08°0 r . 'r .. .. a "• " 7" U LTC. No. 035791,1,
CONCRETE TO BE A3 IF BA ... . °_ <.: "q a
CAST /N PLACE, 4,000 PSI
5M-9.5 `r'
PAVEMENT DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT 77ME OF CONSTRUCTION. IF PRECAST '.j !' °0 ^�° B" 27-B
4' M/N. VDOT TON 68, OR BONA,
A PRIME COAT SHALL BE APPLIED BETWEEN ME AGGREGATE BASE AND ASPHALT COURSES /N ACCORDANCE RITH V.D.O. T. STANDARDS o 0
4" Min. y�Yy'� e'6 0 18' UNDER
STONE B4SE
&
PARKING ANAL YSIS 0 00 6"--6" 2' UNDER CURB &
VDOT f57, *68 OR 178 STANDARD CG -6 CHECKED BY VDOT
I JI I(llil
PARKING CATEGORY
REQUIRED
PROVIDED
Caliper
1 SP/ 100 S.F. NET
15
Total Quantity
RETAIL AREA =
RETAIL SALES AREA
2010 S.F.(80%) x 1 sp/100
CANOPY:
S.F. = 17
FG
FothergiNa gardenii
1 SP/ 2DO S.F. OFFICE
OFFICE PARKING
AREA =
3
13
611 S.F.(80%)x 1 sp/200
S.F. = 3
height
2 SPI SERVICE STALL + 1
SP/ EMPLOYEE =
SERVICE AREA PARKING
14 SERVICE STALLS x 2
43
sp/ SERVICE STALL+ 12
EMPLOYEES x 1
SP/EMPLOYEE = 40
ADDITIONAL UNSPECIFIED
N/A
8
TOTAL
60
69
6 6 STONE BASE UNDER CURB.TYPIC�4� PAIQUNC St CTIDN CURB & GUTTER APRIOR TO PAYING
ND/OR BACKFILUNG.
STANDARD CG -2
NO SCALE
NO SCALE
m W
� h Z N s
D \ \ \ �' 1 "� ( EX ASPHALT1 / O F z
s
EX ASPHALT \ / \ \ / N TBM: C�iH NCn
1 \ =oH=— _ / q,0 I ' 1. r0 \ \ \ \ Cc ( DIO,�L'EV N O x Ir a
(WATER GC / "�-_ '7 1 TiAP=38 95 — _ '% , O
Z U W W
4" W VALVE — CC IN =3B
. w 9 + - • - iii S m WO G
THIS WL I wL t — a" SDII 4 — - \ + 8 s 3 3
W 'Ol _ I �z n c
•\ \� \ ; \ \ \ \ \ \\ \ .�\ \, / / I \,� _ > 395 --- I TSH ' N .11 W m m o 0
—395-_ \\ '\\\ �111� / J_ I I V.0
_ p
AS _ {y�
PHALT ! I x / 1 / '�// / . " `
\ \ \ , •��.` �� _ __ \400
cn m\
\ + MAIN -LINK F NCE 4G5 `- - �_` \ �`_ _ - _ - — ;395_ _ cc o o / \ I \ \� / / J /7 /
an-
-�
woS \ ♦ \ ° _ _ _ 400 -
Al
A0
i
CNAf -LINK FENC 1 1 / �f lll�O l / / / / EX. GRA
z M
\\\ 1 \
Rim = 413.50 I / / aO �� fV
m3 4.
o
ERVICE
—�— _ 29EX NGSPACg e e d - L� \ \ I 6 _ \\ W
= 414.50 \
SERVICE 1 \ 413. I •Q O w
_ �n C 9
\ \ \cRA s a \ 1 e�� im 41 00 \ \ \; — ' I 1 y L
SERVICE ` _ \ SEXMIINGSPACES 21.5 CONTRACTOR- O ___- ,r" \I J \ r C4
SER SER PAVING WITH r - — — r _ I / Q
ft*TIE-IN PROPOSED �a / I 1
VICE 2 1 2 .4' \ SIN �NATH CURB W Z
\ SERVICE �j �► '�-L, - FROM 2 T P RCEL _ - 0 0
\ \\ or Ex SERVICE t„."°f' �" m UPGRADEb:1 TTIE-IN EXISTING _ — — — �/ Rim = 41 > ow
� EXISTING A PHALT ���,�`�� =I: � � ' � , \� $.:pa � + W
COMPRESSOR ENCLOSURE 9.0' SERVICE SERVICE m I T�`:. tb ,,„ s" 1 io �y ANDGGPAVEMENT TO WFfH--PRQMUM@1LMtlb4OSED /1;-� _ / !� ¢ / �I W .o
\
EX USED OIL -
\\
USED ANTIFREE2E 13 FG
TANK l,': - �`\s`�,. F \ -��\� _ - _ v'i
z n�
KPHALT f '. PR I DI 1'' _ // Z o
\ \� _ NEW CURB & GUTTER-GBOI _ — — .� ° — C / I I m
- CONC. BUMPER
v \ RL 1 I STD. CG -6 (TYP / �_ -,L - D m
Ir SERVICE /' 7` ) e
1 1 \ / BLOCK (TVP) °SALT p�\\ \ 1 ' o f o \ / / O W a o
F]
\ ERVICE PROPOSED I / a / / / / / �— W
I \ us CANOPY OVER
ERv1cEl �\ uNSPcclrrEp CONCRETE _ "' �. —_--
\ 1 LANDSCAPING THIN &LAND
\� SERVICE BAY /
\ ERVICE\ LS UNSP /
PROPOSED UNDER F SITE / / °"�..J� �g / Ex ASPHALT L c z
PLAN FOR SMP �-15D & / / �` / 0 C-' o
` \ Y EXISTING - DI 1$ __76—i SE.� ES
�s\ \ \ 31� n UNSPEgp 3 UNDERGROUND iN1KS 25' Rimn � 74M,0ii n / 0
m \ { OFFICE \\ ED {OIL?, HEATING OIL, FUEL) - / i �.y�)I /
EXACT LOCATION k CO / ❑ Ijj(p - 415!d0 / / / W o
SIZE UNKNOWN / CONC.
\\ FFICE TBM: PK NAIL uNSPECIF a PROPOSED SERVICE BUILDING 1 / 1,-`
\ \
GR 1� E ELEv=419.79' ADDITION I �1� / / / j ❑ o o - — / / / \CRASS z Q w
\' i ®— GROSS FLOOR AREA=622 SF ❑ - _ _ I t / Z
`PROJECT LIMITS FEE: 420.28' I It \� °NE / / o / a 0 In F
In
0119SP
- 4 9.00 ` NG A L — 0 ' 1 ASP . I l J / J (wrr LL ra
CES v 1 HALT / I \/ I / .LO W v `o
Wco0
�i
A—SARAL7T
/00
I
\ - - - / % TOP= 21.0\ O « 2
_ EX WATER / j�
.-,..4. VALVE f °` a rfN=
\ PLANT LIST E.OHT - / ' I
ITN 4, 2. o
��`+ 4g \ _ `'z.a+ /� I - 416.00 , I / I OUT=411 o`
ti
c
�C J
Abb.
Scientific Name
Common Name
Caliper
Size
Comments 10 -YR
Total Quantity
CANOPY:
SHRUBS
FG
FothergiNa gardenii
Dwarf Fathergilla
5 gal.
Minimum 36"
3
13
height
308 NO. m S
BRUSHB ` ,1 15 / / SCALE
im -W ASPHALT
REMAIN. ANY NEW PAVEMENT SHALL COMPLY WITH THE
FOLLOWING DESIGN SPECIFICATIONS:
4
R=2
EXISTING PAVEMENT TO
17
RETAIL BN.E8 AREA
Design Guide)
NOTE_ n sPacEs
PROVIDED INCLUDE 2
17
HANDICAPPED
Table 4. Pavement Design (MOT Pavement
200 S.F. OFFICE
6.
AREA =
611 S.F.(W%) x 1 s}Y200
3
0
W
S.F. = 3
f
t
Z
NCV
DESIGN.:.
ADT
CAP SSV Or SURFACE H A
BASE B A 9fb9- N A OP
z
8
NF
Z
N
8
m
6
2
0
LOCA710N
N/A
N/A N/A N/A L3'SM-A N/A N/A
J' BM -ZS N/A N/A B" Z! -B N/A N/A N/A
}$ '
DRIVE AISLES N/A
SM -A3 N/A N/A
N/A N/A N/A N/A N/A
CONCRETE TO /F
ADDITIONAL 1M18PECFED
PARKING SPACES N/A
N/A
N/A N/A N/A
CAST IN PLACE, 4, 0 000 PSI
, ,
TOTAL
60
81
IF PRECAST
o cbo8}0q.:�
NOM
' PAVEMENT DESIGN MAY BE REVISED DUE
TD SOIL
CONDITIONS AT DME OF CONSTRUC77ON.
D ASPHALT COURSES IN ACCORDANCE WITH D.O.
BASE ANV.
T. STANDARDS
°
4* Min.
J'6�
p�°
3 A PRIME COAT 9/ALL BE APPLIED BETWEEN
THE AGGREGATE
O
oAo!!IA/C dA/dl YSIS I�
woT 57 468 OR E78
PARK611G CATEGORY
IRED
PROVED
100 S.F. NET RETAIL
17
RETAIL BN.E8 AREA
S.F.(8D%) x 1 8(/100
r2010
NOTE_ n sPacEs
PROVIDED INCLUDE 2
17
HANDICAPPED
P
200 S.F. OFFICE
OFFICE PARK NG
AREA =
611 S.F.(W%) x 1 s}Y200
3
0
W
S.F. = 3
f
t
Z
2 SP/ SERVICE STALL + 1
S
zz
SP/ EMPLOYEE _
z
8
NF
Z
N
8
m
6
2
0
14 SERVICE STALLS x 2
40
SERVICE AREA PARK14G
spi SERVICE STALL + 12
EMPLOYEES x1
W
SPAT OYES = 40
ADDITIONAL 1M18PECFED
NA
21
TOTAL
60
81
6" 6' STONE BASE UNDER CURB.
STANDARD CG—
NO SCALE
c / �
C
TMP 78-15C \
N/F ALBEMARLE COUNTY SERVICE AUTHORITY
D.B. 1240, Pg 287 I \ \
D.B. 1240, Pg 291 PLAT \ ,
ZONING: HC . I EX ASPHALT
WATER CC �—
/ 4.. WL IN - VAL +
r i THIS AREA WI
80
\ \\\\ r
C\` / ASPHALT r
\ /AIN_ NK
`\
400 /
—405
09'3128' E 340.48
405-_-Z-�
Lu
W v CHAT -LINK FENC \
Qe , Q tuy
N
B
AT
° C \ SSWE E%ISTING SPACES
o\ \
$ \ \ \ SERVICE
c a
0 _l 5 EXISTING SPACES 21.5 CONTRACTOR -TO
° SERVICE TIE-IN PROPOSED
SER VICE SER PAVING WITH �\1z
s / VICE
SERviCE � SERVICE EXISTING A PHALT
EX COMP SERVICE SERVICE
VICE
COMPRESSOR ENCLOSURE 9.0'
\ N
U EX USED OIL TANK
SERVICE w �� I USED ANTIFREEZE TANK t3 FG d.l
\ \ \ I S ICEASPHALT
£ CONC. BUMPER
��
\ �LH SERVICE BLOCK (TYP) \\ \ SERVICE / PROPOSED
z ' 1 \ \ �L'ysh �/ L TMP 78-14D CANOPY OVER d
6 ' 1 \JOHN & JANICE UNKOUS CONCRETE
UNSPECIFIED D.B. 1025, Pg 239
Z \ \ \ \ 1 D.B. 499, Pg 409 PLAT SERVICE BAY
3.1
o ` SSE\ UNSP RED
2 1.373 ACRES
'8 \ } D 3 RGTANKS
IZONED: HC
D = \ 't DRE 31' n UNSPECIRUNDEROUND
ED (OIL?, HEATING OIL, FUEL)
EXACT LOCATION &
UNSPECSIZE UNKNOWN
I
OFFICE 7BM: PK NAIL PROPOSED SERVICE BUILDING
ELEV=419.79' ADDITION
\ GRAss\ oFRCE GROSS FLOOR AREA=622 SF
PROJECT LIMITS FFE: 420.28'
30
E \ IRF
L
°
AS
p PLANT LIST �"_Eo"T ,z5=; = N —�
u - \4'30 \ I'+� SEPTIC�¢NK-
Abb. ScieTrti m Name Cmon Name Caliper Size Comments i0 YR Total Quantnyraft-
01
CANOPYir
BRUSH \_
lerlii Dwarf FathergiAa 5 gal. Minimum 36" 3 13 �-
ne, t t \
ISLAND
r
VUUI SIU. C(I-Z
CURB
DIRECTION & FLOW VARIES
2 -SM -9.5
8" 21-8
18•
TYPICAL PARKING SUCTION
N/F ASBURY ATMP
UTOMOTIVEt NORTH CAROLINA
REAL ESTATE HOLDINGS LLC
D.B. 2081, Pg 736
D.B. 2081, Pg 738 PLAT
i
5'
4- CONC. (3000 PSI AT 28
DAY, OR STONGER)
�-- 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
-� EX ASPHALT
TMP 78-15E 3 /oHE/ -���-/ 1/ ( t
J �- —395 —FLOW 1313 RICHMOND, LLC ��
O�B� 2809, Pg 149 �/ /� 7777=
L 7E . EAS
/ D.B. 2 9, Pg 153 PLAT —�\\� '118.
I 0.690 ACRE
ZQNED: HC
A
IR
\ \405 , 7�
PK NAIL
UND
`WITH URFRO B
�\ UPGRAD S PTIE-EN EXISTING—J
PAVEMENT TO -PROPOSED CURB -S
(1 , o AND GUTTER- *1+i-M&YUTL,w1-4_
Ar
20'INGRESS/ECRESS
NEW CURB VDOT _ _ - _ _ _ _ ���= ( Dp & 584. EASEA#E I /
STD. CG -2 (T R)
LANDSCAPING WITHIN ISLAND
e , PROPOSED UNDER FIN*t-SfTE Ex a ALT
°y I PLAN FOR WP—f8-15D &
11
78-+5E- �� M /
SEPTIC PUMP m °'
m a$�
CO (& TANI
GRA
,
GRASS
VDOT
IRF
ASPHALT
O / / TMP 78-15D /
JOHN & JANICE UNKOUS
D.B. 1025, Pg 239
/ D.B. 456, Pg 3 PLAT
Ex WATER 1.257 ACRES
VALVE ZONED: HC
+�' -I- / / -U / /
CONS _ / GRAPHIC SCALE
x-7'1 / a
_-�^-
TEW
SOU)
DI, E
3
W3
Z
0
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P
5
0
W
f
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8
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8
m
6
2
0
8
<'
6
z
0
u.
W
in
zof
W
^
_VLPO(
I , ASPHALT//
` /( Br reer) r
-/20-fL-- a /I
/- _
=11
Z
0N
W N
W
Z z
'n W �
V-
Z w >o)
F � r
W Zj�
Ul O>o
Z a
Lu
J WLL
Ow
J W_ju
0 0E
U ouO
DRAWN BY:
SRC
CHECKED BY:
SRC
DATE:
9/17/07
PROJECT NO.
SHEET
S-1
Based on the information provided, all dimensions and luminaire locations - I M P O R T A N T
6 shown represent recommended poetims. The engineer and/or architect must NOTE' Each outdpor lumborke egUOW With O
& determine applicability of the layout to eeisting or future fleld aandieone_ NOTE. LIGHT FIXTURES SHALL BE BRONZE IN COLOR. ROTATED REFLECTOR
E lump that emits 30100 or mora bifid /Imsns
ounto
i
This lighting pattern represents Illumination levels calculated from laboratory data I light be in rninar s, onto
the ands and
E Shall b horn luminafrea onto public roads and NOTE: Rallaetar MUST be fine rotated by the CONTRACTOR
taken under controlled conditions utIlbing Currant industry standard lamp ratings in Property b refdontial or rural area, zoning n res anpontl wain the direction Indicated by Me
w accordance with Illuminating Engineering Society approved methods. Actual performance artows on this layout r�
i of any manufacturers luminolre may wry due to variation in electrical voltage. tderonce CHALLENGER dlsUlet9 and/ not exceed one -Asir footeandla
z in lamp. and other varbble field conditions EXAMPLE OF DIRECTIONAL ARROW
Ltuninaire Schedule SINfA 32000 1.0 CH1hM-FT-400-MHR-F-18' MH 4sa WALL SCONCE b
2 W
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DRAWN BY:
SRC
CHECKED BY:
SRC
DATE:
9/17/97
PROJECT NO.
SHEET
LL -1