HomeMy WebLinkAboutSDP201500010 Plan - Approved 2015-05-29i
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CALE ELEMENTARY SCHOOL
SECURITY IMPROVEMENTS 2015
SITE DATA:
ENGINEER: TIMMONS GROUP
919 2ND ST. S.E.
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG. KOTARSKI@TIMMONS.COM
TAX MAP PARCEL: 09100-00-00-01300
LIMITS OF DISTURBANCE: 9101 SF
ZONING: RI - RESIDENTIAL
EC - ENTRANCE CORRIDOR
Al -AIRPORT IMPACT AREA
MAGISTERIAL DISTRICT: SCOTTSVILLE
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP, SEP 2005
BENCHMARK: BENCHMARK A: LOCATED OFF EASTERN SIDE OF BUILDING,
CLOSE TO FIRE HYDRANT. ELEVATION = 587.87
BENCHMARK B: LOCATED AT NORTHERN PROPERTY CORNER.
ELEVATION = 592.67
DATUM: HORIZONTAL: NA083 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
BUILDING SETBACKS: FRONT: 25' BUILDING SETBACK
SIDE: 15' BUILDING SETBACK
REAR: 20' BUILDING SETBACK
BUILDING HEIGHT: 14' (ADDITION)
(MAX, 35' FOR R1)
BUILDING AREA: 1,110 SF
PROPOSED USES: ADMINISTRATIVE AND SECURITY IMPROVEMENTS
TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1411 SF
WETLAND IMPACTS: NONE
UTILITIES: ACSA
DRAINAGE DISTRICT: MOORES CREEK
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
VISABILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE COORIDOR SHALL
BE ELIMINATED,
SEE SHEET
C1.2
SEE SHEET
SEE SHEET ES101
C1.2
SEE SHEET
C1.3
SEE SHEET C1.0
& C1.1
SEE SHEET
C1.2
KEY PLAN
MINOR SITE PLAN AMENDMEN---i
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COUNTY OF ALBEMARLE, VIRGINIA
SCOTTSVILLE DISTRICT
2/20/2015
VICINITY MAP
SCALE 111: 2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434-327-1688
SCALE: 1"=100'
A I A I I 7 1
Sheet Index
Sheet Number Sheet Title
CO.0
COVER
C1.0
SITE PLAN
C1.1
SITE PLAN
C1.2
SITE PLAN
C1.3
SITE PLAN
ES101
SITE LIGHTING CALCULATIONS
TOTAL = 6 SHEETS
APPROVALS —7
—DATE
DETARTNENT OF COMMUNITY DEVELOPMENT
PLANINER/7-ONTNCI
Lu
ENGINL-ER
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9
INSPECTIONS
ARB
DEPARTMENT OF FIRE, RESCUE
ALBEMAICE COUNTY SERVICE AUT110RITY
VIRGINIA DEPARIVIFN'I'OF TRANSPORTATION
cD
MkLTH DEPARTMENT
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SCALE 1"=10'
EMOVE SHRUBS
0 10' 20'
\ ADD. ALT.
REMOVE CONCRETE AT NEAREST '
JOINTS IN COORDINATION WITH
THE INSTALLATION OF THE u. '
LIMITS OF DISTURBANCE= 2444.31 SF-`� PROPOSED SANITARY LATERAL
REMOVE CONCRETE E C E '
AT NEAREST JOINT '
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�ONTRACTOR TO PLACE
SILT FENCE AROUND
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(SA3F O�r CO NSTRUCTION AS
TRACTOR TO PROTECT REQUIRED
EXISTING DOGWOODS AND
FLAG POLE
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INSTALL SHRUBS SO THAT THE
EXISTING CONDITIONS AND DEMOLITION PLAN
GENERAL NOTES
REMOVE ALL DEAD, BROKEN,
THE SAME GRADE AS
DISEASED, AND WEAK
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1.
ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY
SOILS. DO NOT COVER THE TOP
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
2.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
REMOVE ALL STRING, WIRE, AND
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
3.
LAND USE PERMITS (LUP -A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
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TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE
STANDARDS OF VDOT.
BACKFILL PLANTING PIT WITH
MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
4.
THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
SLOW- RELEASE GRANULAR
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
CONSTRUCTION.
5.
UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
OF PIT
ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SHRUB PLANTING DETAIL
OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER,
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
No Scale
BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
6,
ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
LD -94 (D) 121.13.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
7.
ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN
DEVICES.
ACCORDANCE WITH ASTM -C -76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
8.
IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON
n
ALL UNITS.
BLASTING NOTES
9.
ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS
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10.
11.
OTHERWISE NOTED.
DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE APPROVED
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT,
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PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A
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LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND /OR THE DRAINAGE
LANDSCAPE GENERAL NOTES
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CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
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12.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN
PRE- CONSTRUCTION
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ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER
. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY
IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE
LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS, NOTIFY LANDSCAPE
APPEARS TO BE A CONFLICT, AND /OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN,
Z
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1- 800 - 552 -7001. THE OWNER SHALL BE RESPONSIBLE
ARCHITECT OF CONFLICTS.
9
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FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND /OR PROPOSED RIGHT -OF -WAY
0 VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR
REQUIRED BY THE DEVELOPMENT.
CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING.
13,
CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT
CABLE TV SERVICE TRUNK LINES. (N /A)
MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1
14.
THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND
"AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF
SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
15.
ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO
. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS.
REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
16.
A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE
CONSTRUCTION /INSTALLATION
REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC -250 PRIME COAT) PER VDOT
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY
STANDARDS AND SPECIFICATIONS.
OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN
17.
THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
STANDARD FOR NURSERY STOCK"
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
0 LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED,
18.
SPECIFICATIONS.
THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR
WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO
0 INSTALL LANDSCAPE PLANTINGS AT ENTRANCES /EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT
PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE
MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL
19.
A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N /A)
GUARANTEE.
20,
ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED
PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
INSPECTIONS /GUARANTEE
21.
CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL
MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND
CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL.
BRIDGE STANDARDS.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
22,
ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION
23.
24.
SLOPE OF 0.004 ft. /ft.
ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL
AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE
COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE,
OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE
AND ICC /ANSI A117.1 -03.
CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
1.
ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF
OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL
ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2.
PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3.
FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS
STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
INSPECTOR.
1
A
5
R
INSTALL SHRUBS SO THAT THE
T-
TOP OF THE ROOTBALL IS AT
REMOVE ALL DEAD, BROKEN,
THE SAME GRADE AS
DISEASED, AND WEAK
ORIGINALLY GROWN OR 1 -2"
BRANCHES AT TIME OF
ABOVE IN POOR DRAINING
PLANTING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL
2 -3" MULCH LAYER, KEEP AWAY
W
FROM TRUNK
REMOVE ALL STRING, WIRE, AND
1" COMPOST LAYER
BURLAP FROM TOP Y3 OF BALL
m
PROVIDE MULCH UP AND OVER
W
SAUCER
BACKFILL PLANTING PIT WITH
R
6" SAUCER
NATIVE SOIL. INCORPORATE
O
REMOVE CONTAINER. SCARIFY
SLOW- RELEASE GRANULAR
PERIMETER ROOTS
FERTILIZER
SCARIFY BOTTOM AND SIDES B &B
CONTAINER
OF PIT
SHRUB PLANTING DETAIL
CL
No Scale
W
R= Y411 CONTROL JOINT SPACED
AT WIDTH OF WALK
EXPANSION JOINT AT MAX OF 30', WITH
.`4':�;.�''' PREMOLDED EXPANSION FILLER
a.
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CONC. WALK
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COMPACTED SUBGRADE 4" 21 -B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
4" 3,000 PSI AIR - ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
METAL INSPECTION FRAME W/ SOLID LID
EXIST GRADE (NEENAH R -1975 OR EQUIVALENT)
CONCRETE COLLAR
----- CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
TABLE 3.32 -D OF LINE
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175 -200 LBS. CLEANOUT DETAIL
A
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90 -100% 1. SET THE STAKES. EXCAVATE A X 4" TRENCH UPSLOPE No Scale
IMPROVED PERENNIAL RYEGRASS 0 -5% 1 -.�,,I ALONG THE LINE E OF STAKES.
KENTUCKY BLUEGRASS 0 -5% 6'
GENERAL SLOPE (3:1 OR LESS)' 1
KENTUCKY 31 FESCUE 128 LBS. --- fill
RED TOP GRASS 2 LBS,
FLOW
SEASONAL NURSE CROP * 20 LBS. �41'
150 LBS. "
LOW- MAINTENANCE SLOPE (STEEPER THAN 3:1) 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE
KENTUCKY 31 FESCUE 108 LBS. EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP * 20 LBS.
CROWNVETCH ** 20 LBS.
150 LBS
FLOW PERSPI
* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES r
AS STATED BELOW: SHEET FLOW INSTALLATION
FEBRUARY 16TH THROUGH APRIL ... ............................... ANNUAL RYE (PERSPECTIVE VIEW) s
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS. /ACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOUEGRASS MAY BE POINTS A SHOULD BE HIGHER THAN POINT B.
ADDED TO ANY SLOPE OR LOW- MAINTENANCE MIX DURING WARMER SF DRAINAGEWAY INSTALLATION
SEEDING PERIODS; ADD 10 -20 LBS. /ACRE IN MIXES. (FRONT ELEVATION)
PS 3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA SILT FENCE (W /O WIRE SUPPOR
No Scale No Scale
7
A
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3.05 -2
POLYETHYLENE
FABRIC (ATTACH
TO POSTS WITH
METAL TIE WIRES)
(!A)F PERSPECTIVE VIE"
PLASTIC FENCE
SAFETY FENCE
No Scale
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FABRIC
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VCRETE FOOTING
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LAYOUT AND GRADING PLAN
LANT SCHEDULE
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WINTER GEM BUXUS MICROPHYLLA 24" HT /SPREAD CONTAINER 4' O.C.
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9097 Atlee Station Rd, Suite 101
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B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
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D. THE 2000 INTERNATIONAL FIRE CODE.
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(804)277 -8987
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Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts
no S1 2 450- CW -UEED -128- XCHM3 -5 -LED- Absolute 1.00 187
128 - 450 -CW-
STATISTICS
Description Symbol Avg Max Min Max /Min Avg /Min Avg /Max
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BASE DETAIL
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EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE
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AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND RURAL AREAS ZONING
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AREA OF WORK
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LED AREA LIGHTS - CHALLENGER@
MED. IUM_ (XCHM3) _ _
p
US patent 7828456, 8002428 and CAN 2736757 & 2736757 and MX patent 29631 and ISRL 49679 and AUS
2008312668 and US & Intl, patents pending
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SMARTTEC7m - LSI drivers feature integral sensor which reduces drive current, when ambient
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temperatures exceed rated temperature.
EXPECTED LIFE - Minimum 60,000 hours to 100,000 hours depending upon the ambient
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temperature of the installation location. See LSI web site for specific guidance.
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LEDs - Select high- brightness LEDs in Cool White (5000K nominal) or Neutral White (4000K
S1 ■
nominal) color temperature, 70 CRI (nominal).
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DISTRIBUTION/PERFORMANCE - Type 3, 5 and FT. Exceptional uniformity with full cutoff
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creates bright environment at lower light levels. Improved backlight cutoff minimizes light
trespass.
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HOUSING - Radiused, rectangular - shaped, aluminum housing with stainless steel or electro-
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OPTICAL UNIT - Clear tempered optical grade flat glass lens sealed to aluminum housing
creates an IP67 rated, sealed optical unit. Pressure stabilizing breather allows super -tight
protection while preventing temperature cycling from building up internal pressures and
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vacuums that can stress optical unit seals. Patented integral single -blade heat sink does
not trap dirt and grime, ensuring cool running performance over the life of the fixture. Two
stainless steel captive fasteners allow easy access to driver. One -piece extruded EPDM
gasket seals optical assembly against housing.
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MOUNTING - Use with 5" traditional drilling pattern. An extruded radius 8" arm is shipped
standard and compatible with all fixture mounting configurations. The fixture may also be
mounted to 3 " -5" round poles using the round pole plate adaptor accessory (RPP2), which
LIGHT OUTPUT - XCHM3
must be ordered separately.
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f1 st LEDS
Lumens (Nominal)
Type 3 7Vpe 5
Type F?
wan$
Nominal
ELECTRICAL -Two -stage surge protection (including separate surge protection built into
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350 mA
128
12800 12100
13000
141
electronic driver) meets IEEE C62.41.2 -2002, Location Category C. Available with universal
450 mA
128
15200 14300
15500
187
voltage power supply 120- 277VAG (UE- 50 /60Hz input) and 347- 480VAC. Optional twistlock
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photocell receptacle is available. Photocell must be ordered separately.
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128
11700 11100
11700
141
DRIVER - Available in 350mA and 450mA drive currents. (Drive currents are factory
450 mA
128
13400 12200
14000
187
programmed). State -of- the -art driver technology designed specifically for LSI LED light
sources provides unsurpassed system efficiency. Components are fully encased in potting
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LED Chips are frequently updated therefore values may increase.
material for IP65 moisture resistance. Driver complies with FCC 47 CFR part 15 RFI /EMI
standard.
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OPERATING TEMPERATURE - -40 °C to +500C ( -40 °F to +122 °F)
FINISH - Fixtures are finished with LSI's DuraGrip® polyester powder coat finishing process.
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The DuraGrip finish withstands extreme weather changes without cracking or peeling.
WARRANTY - LSI LED fixtures carry a limited 5 -year warranty.
Also available in traditional light sources
PHOTOMETRIC$ - Please visit our web site at www.Isi- industries.com for detailed
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SHIPPING WEIGHT (in carton) - 33 lbs. /15Kg
LISTING - ETL listed to U.S, and Canadian safety standards, Suitable for wet locations.
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This product, or selected versions of this product, meet the standards listed below. Please consult factory
for your specific requirements.
AmnrloAn lnnowdon
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LUMINAIRE SCHEDULE
Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts
no S1 2 450- CW -UEED -128- XCHM3 -5 -LED- Absolute 1.00 187
128 - 450 -CW-
STATISTICS
Description Symbol Avg Max Min Max /Min Avg /Min Avg /Max
GRADE -I- 0.5 fc 3.0 fc 0.0 fc N/A N / A 021
BOND GROUND
TO POLE -
BASE COVER
1" CHAMFER
PVC - CHAMFER STRIP
HAND TROWEL AND FINISH TOP
FINISH FREE SONOTUBE _'NN
4#4 VERTICAL &
#3 TIES 0 12 "O.C. -,
CONDUIT OUT -''11=
3/4" X 10' LONG
GROUND ROD
(TYP. ALL POLES)
24' POLE TO MATCH EXISTING
"J" BOLTS BY POLE MFGR.
MFGR. TO FURNISH TEMPLATE FOR
LOCATION. (4) BOLTS REQ'D.
,-.-- CONCRETE
-2' -0" BASE TO MATCH EXISTING
/-FIN. GRADE
\- CONDUIT IN
-8' -0"
\- 24" ROUND
TYPICAL LIGHT POLE
BASE DETAIL
NOT TO SCALE
SITE PLAN - ELECTRICAL
SCALE: 1/16" = 1' -0 of
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED
OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS
AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE.
AREA OF WORK
KEY PLAN
NOT TO SCALE
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