HomeMy WebLinkAboutSDP201800040 Plan - Submittal (First) Major Amendment, Final Site Plan 2018-05-21LEGEND
EXIST
NEW
DESCRIPTION
le 10,
x 12Tc TOP OF CURB ELEVATION
16'
x 12l SPOT ELEVATION
16Z pa
x IT- TOP OF WALL ELEVATION
75`BW
x 1 [+al BOTTOM OF WALL ELEVATION
- LIGHTING PLAN
BENCHMARK
gym^---
I r;a
STORM SEWER
Automobile Service Station:1 Space Per Employee
ROOF DRAIN
+ 2 spaces Per Service Stall
SEWER LINE
TMP 07800-00-00-049AO - DB 4611 PG 429
WATER LINE
wc—
•s
GAS LINE
Benchmark is an existing storm sewer manhole along
n
Drive-Thru Coffee Shop: 1 Space Per Employee
OVERHEAD ELECTRIC WIRE
.._�-
Elev. = 389.01 See sheet C2.
UNDERGROUND ELECTRIC
Total Number of Spaces Required: 39 Spaces
OVERHEAD TELEPHONE LINE
Total Number of Spaces Provided: 39 Spaces (includes 2 handicap van accessible spaces)
BOUNDARY & TOPO
UNDERGROUND TELEPHONE LINE
Boundary survey information provided by:
DRAIN INLET (DI)
Water will be provided by existing private well. Estimated Water Use is shown on
STORM/SANITARY MANHOLE
L
C
PLUG
v
d"
WATER VALVE & BOX
-g.
#
TIRE HYDRANT
A title report was not provided. All easements and
WATER METER
encumbrances may not be shown on this plan.
H
LIGHT POLE
-D-
-0-
UTILITY POLE
MECHANICAL EQUIPMENT NOTE
PROPERTY LINE
---
ADJACENT PROPERTY UNE
The Required minimum setback for bath building and
Corridor shall he eliminated.
VACATED PROPERTY UNE
CRITICAL SLOPES
c
-This parcel is located on a principal arterial highway.
parcel
BUILDING SETBACK
There are 14,485 SF of critical slopes within this property. See sheet C2.
PARKING SETBACK
A Special Exception to disturb 220 SF critical slopes for the connection
SANITARY EASEMENT
—------ —
--"'—
GRADING EASEMENT
--
Vehicle Repair Shop- 3,300 SF
DRAINAGE EASEMENT
—
This site is not located within a water supply protection area.
UTILITY EASEMENT
—.-.---
WATER EASEMENT
HEIGHT
ACCESS EASEMENT
Proposed outdoor lighting locations are shown on Sheet C6.
Maximum Permitted: 65'
STORM DRAINAGE EASEMENT
-�.-�'✓-.
LAND USE SCHEDULE
TREE LINE
—.--
.—
FENCE
PROPOSED USE
Buildings 6,250 SF 9.84%
STREAM
— 312--
—1— —
INTERVAL CONTOUR
—Gly,
—uu—
INDEX CONTOUR
GG -2
No Public Restrooms in building.
STANDARD 6' CURB
Drive-thru has single lane, window faces away
-'
COMBINATION 6' CURB & GUTTER
Buildings 6,440 SF 10.1%
New 2 -Story Retail Building (Hardware):
CONCRETE PAVEMENT / SIDEWALK
5200 SF 4200 SF Sales Area
( )
Sidewalk 3.141 SF 49%
Impervious area 32,717 SF 51.4%
with Additional Off Street Parking
Open space 30,895 SF 4867
C....'. ;;;
ASPHALT
signs shall conform with the Guidelines.
TRIP GENERATION
GRASS
EC -2 MATTING
Auto Repair 94� 6611s 8o 9 5 5 9
EC -3 MATTING
He1211re itore 816 5,2005F 39 10 30 ] 7
ve-Thru Catfee 52a SF 34 14 35 35
77:77
WETLAND
to
to
PARKING COUNT
CROSSWALK
HANDICAP ACCESSIBLE AISLE
j�
z
CG -12
HANDICAP PARKING
NOTE:
1. THE SIZE
OF THE SYMBOLS
MAY VARY FROM WHAT IS SHOWN.
MAJOR 51TE PLAN AMENDMENT TO SDP 201 G- 12 EOK
2300 HUNTER'S WAY
TAX MAP 07800-00-00-049A0
5COTT5VI LLE D15TKI CT, AL15EMAKLE COUNTY, VIRGINIA
VICINITY MAP nem F. v,=i nnn,
i
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- SITE PLAN
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- UTILITY � GRADING PLAN
SITE
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- LIGHTING PLAN
C7
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IMAGE PROVIDED BY GOOGLE MAPS
SHEET INDEX
C I
- COVER SHEET
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-DeparkmefTl
ILJ
- SITE PLAN
r�f�d'rlalGrad Aci,
- UTILITY � GRADING PLAN
SITE
- LANDSCAPING PLAN
CG
- LIGHTING PLAN
C7
r�
EC - Entrance Corridor
IMAGE PROVIDED BY GOOGLE MAPS
SHEET INDEX
C I
- COVER SHEET
C2
- EXISTING CONDITIONS
C3
- SITE PLAN
C4
- UTILITY � GRADING PLAN
C5
- LANDSCAPING PLAN
CG
- LIGHTING PLAN
C7
- SITE DETAIL5
SIGNATURE BLOCK
CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORATION
DATE
OWNER / DEVELOPER
FLOOD ZONE
Owner/Developer: Heartrock Form, LLC.
According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005
2521 Summit Ridge Trail
(Community Panel 51003CO295D), this property does not lie within the Zone AE
Charlottesville, VA 22911
100 -year flood plain.
ZONING
PARKING SCHEDULE
HC -Highway Commercial
EC - Entrance Corridor
Automobile Service Station:1 Space Per Employee
LEGAL REFERENCE
+ 2 spaces Per Service Stall
1x3 Employees + 2 x 6 Bays = 15 Spaces Required
TMP 07800-00-00-049AO - DB 4611 PG 429
- DB 688 PC 636 (Plat)
Retail Building: 1 Space per 200 SF of Retail Floor Area (80% of Gross)
BENCHMARK
5,200 SF x .80 = 4200 SF / 200 = 21 Spaces Required
Benchmark is an existing storm sewer manhole along
n
Drive-Thru Coffee Shop: 1 Space Per Employee
Hunters Way at the site entrance.
1x3 Employees = 3 Spaces Required
Elev. = 389.01 See sheet C2.
Total Number of Spaces Required: 39 Spaces
SOURCE OF
Total Number of Spaces Provided: 39 Spaces (includes 2 handicap van accessible spaces)
BOUNDARY & TOPO
WATER & SANITARY SERVICES
Boundary survey information provided by:
Roger W. Ray & Associates, LLC.
Water will be provided by existing private well. Estimated Water Use is shown on
Sheet C4. Total Consumption of groundwater is estimated to be less than 100 gpd.
Topographic survey provided by
Sanitary Sewer will be provided by a existing private septic system on site.
Roger W. Ray & Associates, LLC.
See Sheet C4 for location.
1717 Allied St.
VA 22903
ELECTRIC / TELEPHONE / CABLE TV
(434) 293-3,
(434) 293-3195
A title report was not provided. All easements and
If feasible, all new service lines for electricity, telephone and cable TV are to be installed
encumbrances may not be shown on this plan.
underground. Care is to he taken to assure their location does not conflict with any other
aspects of the proposed site plan amendment.
SETBACKS
MECHANICAL EQUIPMENT NOTE
-Front Building: 30' (DB 688 PG 636)
-Rear & Side Building: Buildings separated per building code.
Visibility of all mechanical equipment from the Entrance
The Required minimum setback for bath building and
Corridor shall he eliminated.
is 1lo and there is no maximum setback.
phis
CRITICAL SLOPES
c
-This parcel is located on a principal arterial highway.
parcel
There are 14,485 SF of critical slopes within this property. See sheet C2.
EXISTING USE
A Special Exception to disturb 220 SF critical slopes for the connection
to Rte. 250 shall be sought.
2 Existing Commercial Buildings -Total 4,304 sf.
With Associated Off Street Parking
WATERSHED
Vehicle Repair Shop- 3,300 SF
This site is located within the Middle Rivanno River Watershed.
This site is not located within a water supply protection area.
PROPOSED BUILDING
LIGHTING
HEIGHT
Proposed outdoor lighting locations are shown on Sheet C6.
Maximum Permitted: 65'
Retail Building Height 35'
LAND USE SCHEDULE
Coffee Shop Building Height: 30"
EXSISTING AREA %
PROPOSED USE
Buildings 6,250 SF 9.84%
Ex. Vehicle Repair Shop: 3,300 SF with
Pavement 15,908 SF 25.0%
Additional Off Street Parking
Sidewalk 3252 SF 5.11%
Impervious area 25,410 SF 39.95%
New Drive-Thru Coffee Shop: 520 SF
Open space 38,202 SF 60.05%
No Public Restrooms in building.
Total= 63,612 SF (1.46 ac.)
Drive-thru has single lane, window faces away
PROPOSED Area
from Public Streets.
Buildings 6,440 SF 10.1%
New 2 -Story Retail Building (Hardware):
Pavement 23,136 SF 36.4%
5200 SF 4200 SF Sales Area
( )
Sidewalk 3.141 SF 49%
Impervious area 32,717 SF 51.4%
with Additional Off Street Parking
Open space 30,895 SF 4867
SIGNS
Total= 63,512 SF (1.46 ac.)
signs shall conform with the Guidelines.
TRIP GENERATION
Drive-thru Order Sign faces away from Public Streets.
Dr from
AM PM
Use Description ITE DN Dally In out In out
Auto Repair 94� 6611s 8o 9 5 5 9
He1211re itore 816 5,2005F 39 10 30 ] 7
ve-Thru Catfee 52a SF 34 14 35 35
Total 358 53 19 47 51
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WTHIN 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,
,.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TD CURRENT SPECIHCAHONS AND STANDARDS OF VDOT
UNLESS OTHERNSE 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 HE 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 NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS H.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY NTH OSHA STANDARDS FOR THE CONTRUCTION
INDUSTRY (29 CFR PART 1926).
10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE
RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS
AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
11, USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS,
AND OTHER CONCRETE AND PAVED SURFACES: USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS.
12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS
AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY
STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT
TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL
13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF
DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION. REFUSE. SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL
MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL
MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL
MATERIAL: ASTM D 2487. CLASSIFICATON GW, BE, GM, GC, SW, SP, SM, SC NTH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM
D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D
2487, CLASSIFICATION GW, GP, SW, SP WTI A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO, 200 SIEVE.
14.ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE
SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
15. CUT AND PATCH WORK IN WISHING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE NTH VDOT AND ALBEMARLE COUNTY
STANDARDS AND SPECIFICATIONS.
16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE
REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND
CONSTRUCTION ACTUATES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE
SUSPECT MATERIAL TD AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE
TESTED AND SUBSEQUENT ACTION CAN BE TAKEN.
�vP 7�1a nn
T.M. 76-49B
LOT 28
IRISH CAVILIERS PROPERTIES, LLC s+mveo
USE—BRIGHT EYES COMMUNITY CHILE) CARE CENTER
CURRENT ZONING—HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR
!, D.B. 4482-425
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Sheet No.
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File No.
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T.M. 78-49D
LOT 2B
IRISH CAVILIERS PROPERTIES. LLC
USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER
CURRENT ZONING -HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR
D.B. 4482-425
D.B. 1235-5 PLAT x
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LEGEND
HATCH
TYPE
DESCRIPTION
SPACES RESERVED FOR
VEHICLES AWAITING REPAIR.
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Scale: 1"=20'
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Scale: t"=20'
Water Usage Calculation
Water Usage Activity
Units NumberofUnits FlowPerunit Total Water Demand (gpd)
Vehicles Served
Vehical 24 8
192
Repair Shop Personel
Em to ee 3 13
39
Retail Store
Em to ee A13
104
Drive-Thru Coffee Shop
Estimate From Franchise Records
170
Total Estimated Daily Water Demand:
505
20 D 20 40 60
Scale: t"=20'
— 370
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PLANS FOR EXACT
�0 LAYOUT AND SPACING.
JTREE TIES, SEE SPECS.
1-1/2" SQ. OAK STAKES
SET 180 DEGREES
APART
see FLANS FC", EXACT LN(CUT. SPACE FINISHED GRADE
PLAN FS AS SFECIFIED IN PLANT LIST —
f A5 3rlr_��+�N. AD�LhT EFAaN� A� APPLY 2" OF MULCH AFTER
NEC-CEA DIE.ECTED Ar CET CI-IPLie FLUM3. TCEof PLANTING AND WATER
L;NDSCAFE ARC YiITECT. ROOTEALL SHALL NOT BE MORE
TI AN I" AeoVE FINISHED e, -SDE THOROUGHLY
V1 Iri DEEF p 4" COMPACTED EARTH
IAI�Al -(A-TEF, p4 d REMc,VE CURLAF fKC1,M WATERING BERM
FI_A.�TING AND 6VATEF. C TOF I/3 OF RDrD r�ALL
TI1DP )LCHIr. EXISTING GRADE
"TAIL VAIENNS
FI ANTINO FIT. V / EERM
F°EPARED '-UI L FOR SH F:IJE
FI,NI rED i:W15E PLANTING PIT. SEE SPECS
FOR EXACT REQUIREMENTS,
PLANTING SOIL, AND
PLANTING SOIL AMENDMENTS.
1i'I�.III� it MIN. '
( a REMOVE BURLAP &
uL-uPrAcr STRING FROM TOP 1/3 '
FOUGrIEV
TO FIND NBf✓OII_ L��;�ilrl�I„r_i11-%�,-� Ifll OF ROOT BALL TWO TIMES
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SHRUB PLANTING DETAIL TREE PLANTING DETAIL
C5 Not To Scale C5 Not To Scale
LANDSCAPING NOTES:
TREE COVER REQUIREMENT (SEC 32.7.9.8):
10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE.
63,612 X .10 = 6,361 SF REQUIRED
PROVIDED: 10,715 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW)
STREETSCAPE REQUIREMENT (SEC 32.7.9.5):
1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR:
191 LF/35 = 6 TREES REQUIRED
1 LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR:
479 LF/40 = 12 TREES REQUIRED
SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD.
PROVIDED: 6 NEW 3.5” CAL. TREES PROVIDED
12 NEW 2.5" CAL. TREES PROVIDED
80 NEW SHRUBS PROVIDED
PARKING LOT LANDSCAPING — (SEC 32.7.9.6):
1 LARGE SHADE TREE PER 10 PARKING SPACES. 39 SPACES/10 = 4 TREES REQUIRED
5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS.
15,908 SF X .05 = 795 SF REQUIRED
PROVIDED: 4 TREES PROVIDED
820 SF LANDSCAPED AREAS PROVIDED
NOTES
1. Contractor to apply mulch bedding around all proposed trees and shrubs.
All other landscaped areas shall be sodded.
2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of
trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant.
LANDSCAPE SCHEDULE
Total
Symbol
Planting Type
Botanical Name
Common Name
Cal./Height
Quantity
Canopy
Canopy
SF
400
Large Shade Tree
Quercus palustris
Pin Oak
3.5" Cal.
2
471
942
4
Large Shade Tree
Acer rubrum
Red Maple
3.5" Cal.
2
510
1020
390
A
Large Shade Tree
Nyssa sylvatica
Blackgum
3.5" Cal.
2
181
362 385
3
Large Shade Tree
Quercus palustris
Pin Oak
2.5" Cal.
4
419
1676380
Large Shade Tree
Acer rubrum
Red Maple
2.5' Cal.
3
452
375
1355
Large Shade Tree
Nyasa sylvatica
Blackgum
25" Cal.
4
151
604
�l •`�
Large Shade Tree
Quercus phellos
Willow Oak
2.5' Cal.
5
419
2095
... �iJJ _✓✓✓
36n
70
OOrnamental
Tree
Gerais canade-Is
Eastern Redbud
6-7' Ht.
6
124
744
Evergreen Shrub reeving
Ilex glabra
Nigra He lyberry
2' Ht.
17
23
391
0
Evergreen Screening
Shrub
Viburnum pragense
Prague Viburnum
2' Ht.
18
44
792
Evergreen Screening
Shrub
Ilex cornuto
"Burfordii
Dwarf Burford2'
Holly
Ht.
23
14
322
Nand'
�S
Evergreen Screening
Rhododendron
"PJM
Rhododendron
"PJM
2' Ht.
23
13
299
Shrub
Elite"
Elite"
EvergreenScreening
Shrub
Abelia grandiflora
"Compact.'
Compact Glossy
Abelia
2' Ht.
8
14
112
NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY
10715
3 70
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20 0 20 40 60
Scale: I"=20'
Schedule
Symbol
Label
Quantity
Manufacturer
Catalog
Description
Lamp
Number
Filename
Lumens Per
Li ht Loss
Wattage
Number
Lamps
Lamp
Factor
4
PHILIPS
107-VVT-
100 LINE SCONCE
CLEAR
1
107 -WT-
12500
1
150
GARDCO
150PSMH
HORIZONTAL
150P.ies
A
H
RATED
RATED FOR
12500
LUMENS
❑
1
PHILIPS
GARDCO
EH19-BLC-
250PSMH
FORM 10 SQUARE
CLEAR
HORIZONTAL
1
EH19-BLC-
250P.IES
22000
1
250
o
B
250PSMH
RATED FOR
22000
LUMENS
❑
2
PHILIPS
GARDCO
EH19-4X-
250PSMH
FORM 10 SQUARE
CLEAR
HORIZONTAL
1
EH19-4X-
250P.IES
22000
1
250
C
250PSMH
o
RATED FOR
22000
LUMENS
Statistics
Description Symbol Avg
Max Min MaxJMln Avg/Min
Right of Way Line + DO fc
0.2 to 0.0 to N/A N/A
Site Area + 1.0 fc
", 0.0 fc N7A N/A
Note: 7. Wall and pole mounted fixtures shown shall be mounted at a height of 20' above finished grade.
2. Light fixtures shall have a dark bronze aluminum finish.
3. Each outdoor luminare equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminare and shall be
arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting
from luminares onto public roads and property in residential or rural areas zoning districts shall not exceed one—half footcandle.
4. No new Lighting is proposed at this time.
SHETE
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AT 28 DAYS OR STRONGER.
MIN. WIRE REINFORCING OR
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MIN. CBR=6.0
TO BE FIELD VERIFIED
2 VYPICAL ASPHALT PAVEMENT SECTION
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6" — 31000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
MIN. WIRE REINFORCING OR
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