HomeMy WebLinkAboutSDP201100049 Plan - Other (not approved) 2011-07-08BLOCK C9 AMENDMENT NOTES:
THIS PLAN AMENDS THE FOLLOWING ITEMS FROM THE
APPROVED 51TE PLAN FOR hOLLYMEAD TOWNCENTEK,
BLOCK C9, PREPARED BY C.W. HURT CONTRACTORS.
• THE PKOP05ED E310-SWALE ALONG THE PROPERTY
LINE 15 REMOVED.
• A FILTERRA HA5 BEEN ADDED TO THE PLAN TO
REPLACE THE SWALE. THE IFILTERRA HA5 HIGHER
POLLUTANT REMOVAL EFFICIENCY THAN THE PRIOR
SWALE DE51GN.
• CG -2 CURBING HA5 BEEN ADDED TO THE PARKING
LOT RUNNING PARALLEL TO THE BOUNDARY BETWEEN
BLOCK C9 AND THE SUBJECT PARCEL.
• A CURB -CUT AND RIP -RAP CHANNEL HAS BEEN
ADDED TO CONVEY STOKMWATER FROM THE
PARKING LOT TO THE EXISTING DI -7.
SANITARY SEWER
MANHOLE
RIM = 552.68'
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STORM SEWER
CURB DROP INLET
RIM= 548.44'
IN= 543.19'
OUT= 540.34'
CONCR
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- --F (terra (G'xG') - 6
_ -- -- � Rebuild Portions of
ThES Plan Amends The Proposed Storm
/^ _ater Management For Block C9. (Refer G4 II
Using Stacking Biocks
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UPPER LEVEL
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UPPER LEVEL \ \.
FFE: 560.24
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FIFE: 557.24
NORTH BUILDING
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6,737 5F UPPER FLOOR
-
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LOWER LEVEL -
LOWER LEVEL
FFE: 543.85
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RI ht of _ �, EI €4ia�E i 2 Enclosure
Dedication ''� - ° .: 3
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5T -4 i STORM SEWER
GRATE INLET
{ RIM = 534.93'
IN= 531.69'
X OUT =53 I .G2'
RETAINING WALL
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Lic. No. 45183
O��61sso AL loG
Planting Schedule
Plant Symbol
Botanical Name
Common Name
Paperbark Maple
Bloodgood ,. Japanese Maple
"Princeton Sentry" Ginkgo
"Soft Touch" Japanese Holly
"Shamrock" Inkberry Holly
"Schipkaensis" Cherrylaurel
Japanese Snowbell
"Allee" Chinese Elm
Min.
Cal. /Height
Quantity
Canopy SF
Total Canopy SF
2.5" Cal
3
88
264
AG
Acer Griseum
1.5 " Cal.
1
163
163
APBG
Acer Palmatum Bloodgood „
3.5" Cal.
5 % J
14
70
GBPS
Ginkgo Biloba "Princeton Sentry”
24" Ht.
20
16
320
IC
Ilex Crenata "Soft Touch"
36" Ht.
38
23
874
IGS
Ilex Glabra "Shamrock"
36" Ht.
15
10
150
PLS
Prunus Laurocerasus
"Schipkaensis"
1 " Cal.
1
94
94
Si
Styrax Japonica
2.5" Cal.
18
366
6588
UPA
Ulmus Parvifolia "Allee"
TOTAL SF:
8523
LANDSCAPING REQUIRED:
10% of Total Site Area: 4,448 SF Canopy
Street Trees: See Approved ARB Site Plan Dated 9/19/081.
Shade Trees: 1 per 10 Internal Parking Spaces: 50/10 = 5 Trees
Interior Landscaping: 5% of Parking and Circulation Area
\
17,733 * .05 = 887 SF
\ LANDSCAPING PROVIDED:
8,523 SF Canopy
10 Shade Trees
2,100 SF of Interior Landscaping
NOTE:
Contractor to apply mulch bedding around all proposed trees and shri
All other landscaped areas shall be sodded.
S
IN
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STORM SEWER
CURB DROP INLET
RIM = 548.44' -
IN= 543.19'c�a,
OUT= 540.34'
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New 20" Sanitary
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10 0 10 20 30. RIM OF- FEXIST SAN. MH --
` y - ELEV.= 535.84' \
SCALE: 1" = 10'
Tiki, LLC. _
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Lic. No. 45183
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CURB DROP INLET
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SOIL EROSION & SEDIMENT CONTROL SYMBOLS
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3.02 CONSTRUCTION ENTRANCE
3.05 SILT FENCE (WITH WIRE SUPPORT)
Y,
3.05 SILT FENCE (WITHOUT WIRE SUPPORT) X
3.07 INLET PROTECTION
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3.11 TEMPORARY RIGHT-OF-WAY DIVERSION RWD
RR
3.19 RIP-RAP
3.31 TEMPORARY SEEDING
3.32 PERMANENT SEEDING PS rr New 20' Sanitary-/,
3.35 MULCH M U lfa5Ciment
3.39 DUST CONTROL DC 5ENfJIMARr,�
10 0 to 20 3 KIM Ofl_fFXv T 5AN. MH
I ELEV.=535.64'
SCALE: 1" = 10'
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Lic. No. 45183
PROJECT DESCRIPTION, GENERAL NOTES, EROSION &SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION
PROJECT DESCRIPTION
THIS SITE IS A PROPOSED COMMERCIAL DEVELOPMENT WITHIN THE HOLLYMEAD
TOWNCENTER. THE PROPOSAL IS THE DEVELOPMENT OF TWO RETAIL /OFFICE
BUILDINGS AND THE ASSOCIATED PARKING REQUIRED.
THE TOTAL AREA OF DISTURBANCE IS 1.21 ACRES
THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES:
1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND
SEDIMENT PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND
SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS.
2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS.
3. INSTALLATION OF STORM SEWER FOR SITE DRAINAGE.
4. CONSTRUCTION OF STRUCTURES AND PARKING AREA'S SHOWN ON THE SITE
DEVELOPMENT PLAN.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY A VACANT, CLEARED SITE THAT HAS BEEN PREVIOUSLY
GRADED. REFER TO SHEET C2 FOR LOCATIONS OF EXISTING FEATURES.
ADJACENT PROPERTIES
THIS PROPERTY IS BORDERED TO THE WEST BY HOLLYMEAD TOWNCENTER,
BLOCK C9, TO THE NORTH BY A COMMERCIAL SELF STORAGE FACILITY, TO THE
EAST BY AN EXISTING DRUG STORE AND TO THE SOUTH BY TIMBERWOOD
BOULEVARD, A PUBLIC RIGHT -OF -WAY.
SOILS
THIS SITE HAS BEEN MASS GRADED ON SEVERAL OCCASIONS AND THE SOIL
TYPES PLACED OR REMOVED ARE UNKNOWN. GENERALLY, SOILS AT THE
HOLLYMEAD TOWNCENTER ARE CLAY OR CLAY -LOAM SOILS.
CRITICAL EROSION AREAS
THERE ARE NO AREA'S ON THIS SITE WITH CRITICAL EROSION CONCERNS. THE
CONTRACTOR SHOULD TAKE SPECIAL NOTE OF THE RETAINING WALL IN THE
NORTH WEST CORNER OF THE SITE TO WAKE SURE THAT GRADING ACTIVITIES
DO NOT UNDERMINE ANY PORTION OF THE WALL THAT IS INTENDED TO BE
SAVED.
SITE CONTROLS
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SITE CONTROLS AND JOB SITE
PROTECTION MEASURES AS SET FORTH IIN THESE PLANS.
ENVIRONMENTAL CONTROLS
1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL
CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE
AND FEDERAL LAWS AND REGULATION`S APPLICABLE TO WATER POLLUTION
IN WATERS OF THE STATE AND IN INTERSTATE WATERS.
2. CONTRACTOR SHALL MINIMIZE THE PO- TENTIAL FOR AIR POLLUTION BY THE
USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED
EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE,
AND ACTIVELY CONTROLLING DUST EMIISSIONS THROUGHOUT THE PROJECT.
3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH
OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT - LOADED INTO
COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO
DISPOSAL IN A PERMITTED LANDFILL.
EROSION & SEDIMENT CONTROL PERMITTING
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE
EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION
AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS.
CHESAPEAKE BAY PROTECTION AREA (CBPA) REQUIREMENTS:
1. THE DISTURBED AREA OF THIS SITE IS IN EXCESS OF 1.0 ACRES. A VSMP
GENERAL PERMIT IS REQUIRED FROM VA DCR. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PREPARATION OF THE PERMIT APPLICATION AND
ACCOMPANYING SWPPP.
GENERAL NOTES
1. ALL ELEVATIONS INDICATED REFER TO SITE DATUM OF NAVD88.
2. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE
EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE
BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND
ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS.
THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE
ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE
CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE
ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR
COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND
UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION
THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE
WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL
COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES"
OF VIRGINIA AT 1- 800 - 552 -7001 PRIOR TO THE START OF WORK.
3. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE
CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO
PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED
STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING
SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE
OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY /PROTECT
EXISTING STRUCTURES FROM DAMAGES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY
OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND
THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY
OFF -SITE WORK.
6. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING
EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE
START OF CONSTRUCTION.
7. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN
EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND
ENGINEER.
8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO
MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE
COORDINATED WITH THE OWNER.
9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER
SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO
INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND
LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE
GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE
RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR
THAT MAY EXIST.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION ANID
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND
SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON
THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8, DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING
DEVICE.
9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER
EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL
BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
ZONING ORDINANCE SECTION 5.1.28,
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 (OF THE
CODE OF ALBEMARLE,
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
LIMITED TO THE HOURS OF 7: ROAM TO 9: OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS
LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0) SLIDES,
SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL
MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING
OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE
AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50
MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF
ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO
BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY
EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO
THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST
OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACIRE AND
CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR
KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE
SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL.
ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT
TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH
SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A (GOOD
STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO
HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30
DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE
DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9))
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION
ORDINANCE SECTION 17 -207B)
EROSION & SEDIMENT CONTROLS
1, CONSTRUCTION ENTRANCE: INSTALL AND MAINTAIN A CONSTRUCTION
ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND
SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION &
SEDIMENT CONTROL PLAN.
2, SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE
REQUIREMENTS OF STD. AND SPEC. 3.05, THIS SILT FENCE SHALL BE
INSTALLED AS SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND
ACCOMPANYING DETAILS FOR THE PURPOSE OF INTERCEPTING SILT -LADEN
RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE SILT FENCE SHALL
BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED PERFORMANCE.
3. SOIL STABILIZATION MATTING: EC -2 SOIL STABILIZATION BLANKETS SHALL
BE INSTALLED IN ALL DRAINAGE DITCHES AS SHOWN IN THE EROSION &
SEDIMENT PLAN AND IN CONFORMANCE WITH STD, & SPEC. 3.36 TO PROTECT
AGAINST EROSION AND SEDIMENT TRANSPORT.
4. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL
DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR
MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED)
FOR LONGER THAN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN
CONFORMANCE WITH STD. AND SPEC. 3.31.
5. PERMANENT SEEDING: ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF
THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD,
AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS
DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE
IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING
STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE.
6. DUST CONTROL: CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET
THE REQUIREMENTS OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL
SURFACE AND AIRBORNE MOVEMENT OF DUST.
7. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES SHALL BE
INSTALLED AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND
DETAILS. THE DIVERSIONS SHALL BE INSTALLED PRIOR TO SIGNIFICANT LAND
DISTURBING ACTIVITIES AND SHALL REMAIN IN PLACE UNTIL THE SITE IS
STABILIZED UNLESS OTHERWISE NOTED ON THE PLAN.
OFFSITE AREAS:
THIS SITE WILL REQUIRE REMOVAL OF EXCESS DIRT. MATERIALS REMOVED FROM
THIS SITE SHALL BE EXPORTED TO A LOCATION WITH AN APPROVED EROSION
AND SEDIMENT CONTROL PLAN IN PLACE.
STORM WATER MANAGEMENT:
STORM WATER MANAGEMENT IS ADDRESSED BY TWO REGIONAL DETENTION
BASIN'S ALREADY IN PLACE. REFER TO NOTES ON SHEET C1.
MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION
THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED
SEQUENCE OF CONSTRUCTION:
STAGE 1
1. INSTALL CONSTRUCTION ENTRANCES.
2. INSTALL SILT FENCE AT THE LOCATION SHOWN ON THE EROSION &
SEDIMENT CONTROL PLAN.
STAGE 2
1. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND
APPROVAL OF ALL E &S CONTROL MEASURES.
STAGE 3
1. UPON APPROVAL OF ALL E &S CONTROL MEASURES, BEGIN WHOLESALE
CLEARING, GRADING AND STOCKPILING.
2, BEGIN CONSTRUCTION OF STRUCTURES AND PARKING AS SHOWN ON THE SITE
DEVELOPMENT PLAN.
3. MAINTAIN ALL E &S CONTROL MEASURES.
STAGE 4
ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF
ALL SLOPES AND GRASSED AREAS.
CONSTRUCTION MAINTENANCE
THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED
AT THE SITE.
1. ALL E &S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH
SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE
INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE.
2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING,
DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION
REACHES HALF THE HEIGHT OF THE CONTROL.
3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE
REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA
SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE
COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT
SPECIFICATIONS.
4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD
STAND OF GRASS IS MAINTAINED.
5. AREAS WITH RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF
HIGH FLOWS HAVE DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE
SEDIMENT DEPOSITION. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE
WITH THE REQUIREMENTS OF THIS E &S CONTROL PLAN.
MINIMUM STANDARDS (MS)
All applicable Virginia Erosion and Sediment Control Regulations and Minimum
Standards shall be adhered to during all phases of construction. These
include, but are not limited to the following:
1. STABLIZATION OF DENUDED AREAS:
Permanent or temporary soil stabilization shall be applied to bare areas
within seven days after final grade is reached on any portion of the site.
Temporary soil stabilization shall be applied within seven days to denuded
areas that may not be at final grade, but will remain dormant or
undisturbed for longer than 30 days. Permanent stabilization shall be
applied at areas that are to be left dormant for more than 1 year.
2. STABILIZATION OF SOIL STOCKPILES:
During construction of the project, soil stockpiles shall be stabilized or
protected with sediment trapping measures. The applicant is responsible for
temporary protection and permanent stabilization of all soil stockpiles on
site as well as soil intentionally transported from the project site.
3. PERMANENT VEGETATIVE COVER
A permanent vegetative cover shall be established on denuded areas not
otherwise permanently stabilized. Permanent vegetation shall not be
considered estaiblished until a ground cover is achieve that, in the opinion
of the county Inspector, is uniform and mature enough to survive to inhibit
erosion.
4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES:
Sediment basins and traps, perimeter dikes, sediment barriers and other
measures Intended to trap sediment shall be constructed as a first step in
any land disturbing activity and shall be made functional before upslope
land disturbance takes place.
5. STABILIZATION OF EARTHEN STRUCTURES:
Stabilization measures shall be applied to earthen structures such as
dams, dikes and diversions immediately after installation.
6. SEDIMENT TRAPS AND BASINS:
A sediment basin shall control surface runoff from disturbed areas that is
comprised of flaw from drainage areas greater than or equal to three acres.
The sediment basin shall be designed and constructed to accommodate the
anticipated sediment loading for the land disturbing activity. The outfall
device or system device shall take into account the total drainage area
flowing through the disturbed area to be served by the basin.
7. CUT AND FILL SLOPES:
Cut and fill s;lopes shall be designed and constructed in a manner that
will minimize erosion. Slopes that are found to be eroding excessively
within one year of permanent stabilization shall be provided with additional
slope stabilizing measures until the problem is corrected.
& CONCENTRATED RUN -OFF DOWN CUT OR FILL SLOPES:
Concentrated runoff shall not flow down cut or fill slopes unless contained
within an adequiate temporary or permanent channel, flume, or slope drain
structure.
9. WATER SEEPS FROM A SLOPE FACE:
Whenever water seeps from a slope face, adequate drainage or other
protection shall be provided.
1 O. STORM SEWER INLET PROTECTION:
All storm sewer inlets that are made operable during construction shall
be protected so that sediment -laden water cannot enter the conveyance
system without first being filtered or otherwise treated to remove sediment.
11. STABILIZATION OF OUTLETS:
Before newly constructed stormwater conveyance channels are made
operational, adequate outlet protection and any required temporary or
permanent channel lining shall be installed in both the conveyance channel
and receiving channel.
12. WORK IN LIVE 'WATERCOURSES:
When work in a live watercourse is performed, precautions shall be taken
to minimize encroachment, control sediment transport and stabilize the work
area to the greatest extent possible during construction. Nonerodible
material shall be used for the construction of causeways and cofferdams.
Earthen fill may be used for these structures if armored by nonerodible
cover materials.
11CROSSING A LIVE WATERCOURSE:
When a live watercourse must be crossed by construction vehicles more
than twice in any six month period, a temporary stream crossing
constructed of nonerodible materials shall be provided.
14. APPLICABLE REGULATIONS:
All applicable federal, state and local regulations pertaining to working in
or crossing live watercourses shall be met.
15. STABILIZATION OF BED AND BANKS
The bed and banks of a watercourse shall be stabilized immediately after
work in the watercourse is completed.
16. UNDERGROUND UTILITIES:
Underground utilities shall be installed in accordance with the following
standards in addition to other criteria:
a.No more than 500 linear feet of trench may be opened at one time.
b.Excavated material shall be placed on the uphill side of trenches
c. Effluent for dewatering operations shall be filtered or passed through
approved sediment trapping device, or both, and discharged in a manner
that does not adversely affect flowing streams or offsite property.
d.Material used for backfilling trenches shall be properly compacted in order
to minimize erosion and promote stabilization.
e.Restabilization shall be accomplished in accordance with these regulations.
f. Applicable safety regulations shall be complied with.
17. CONSTRUCTION ACCESS ROUTES:
Where construiction vehicle access routes intersect paved public roads,
provisions shall be made to minimize the transport of sediment by vehicular
tracking onto paved surfaces. Where sediment is transported on to a
public road surface, the road shall be cleaned thoroughly at the end of
each day. Sediment shall be removed by shoveling or sweeping and
transported to a sediment control disposal area. Street washing shall be
allowed only after sediment is removed in this manner. This provision shall
apply to individuial lots as well as to larger land disturbing activities.
18. TEMPORARY E &:S CONTROL MEASURE REMOVAL:
All temporary erosion and sediment control measures shall be removed
within 30 days (after final site stabilization or after temporary measures are
no longer needed, unless otherwise authorized by the local program
authority. Trapped sediment and the disturbed soil areas resulting from the
disposition of temporary measures shall be permanently stabilized to prevent
further erosion (and sediment.
19. ADEQUACY OF (RECEIVING CHANNELS:
Properties and waterways downstream from the development site shall be
protected from sediment deposition, erosion and damage, due to increases
in volume, velocity and peak flow rates of stormwater runoff for the stated
frequency storm of 24 -hour duration.
���p,LTH OF Ll
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Lic. No. 45183
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PERMANENT SEEDING SPECIFICATIONS
February 16 through April 30:
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MULCHING SPECIFICATIONS:
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LIME AND FERTILIZER SPECIFICATIONS:
Lime and fertilizer needs should be determined by soil tests. Soil tests
be by the Cooperative Extension Service Soil Testing
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For Permanent Seeding: Seeded areas shall be limed at ai rate of 2 tons
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a,. e irk fine tj1r area. . �l, ly
per acre, and fertilized at a rate of 1,000 lbs. per acre of 10 -20 -10 (10
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For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons
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per acre, and fertilized at a rate of 600 lbs. per acre of 10 -20 -10 (10
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Ibs. per 1,000 square feet) or equivalent.
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STORM
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2 STORM SEWER PROFILE
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Should `rued, ally at a .i -imum --ate, NKY) lbs. /ac. Or 4 It��'��� 10,0 sq. L
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- - - - - -_ ___
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TABLE 3.31 -B
Source-- Va, D5NVC
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
3 MULCHING
"QUICK REFERENCE FOR AILL REGIONS"
............. ............................... _ __ _MU____ _
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Rate
70' MIN
EXISTING
1. SET THE STAKES.
2. EXCAVATE A 4 "X 4" TRENCH
Planting Dates Species lbs. acr1-4
PAVEMENT
UPSLOPE ALONG THE LINE OF
A
3'
STAKES.
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Sept. 1 -Feb. 15 50/50 Annual
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Feb. 16. - Apr. 30 (Lai um multi florurn) 60 - 100
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3. STAPLE FILTER MATERIAL
4. BACKFILL AND COMPACT'
IT INTO THE TRENCH.
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(Setaria italic,)
Lic. No. 45183
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TYPICAL EARTHEN STRUCTURE
s TEMPORARY SEEDING (TS)
AGGREGATE
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-
__ ___ __ _. __- - ___- ____-__ _ _ ____ _ __ ____.__________.
c7 Not To Scale
*MUST EXTEND FULL WIDTH
_
OF INGRESS AND EGRESS PLAN VIEW
-III
-III _
7 TEMPORARY RIGHT -OF -WAY DIVERSION (RWD)
OPERATIONSHEET
FLOW INSTALLATION
__....__._..__..------ ..........................__..__...._._._._._._...._._.__._____....._._._.__._._._._._.........._._...._.__......._._._.___._._.__.._... ...__._...._..._.__.........._.
(PERSPECTIVE VIEW)
C7 Not To Scale
12' MIN
2" OF SM -9.5A SUPERPAVE
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3'MAX.
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0000000000000000 - 8" - VDOT #21A BASESTONE
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SECTION A -A
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GRAVEL CURB INLET SEDIMENT
COMPACTED SUBGRADE�
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POINTS A SHOULD BE HIGHER THAN POINT B.
IL TER
-
TO BE FIELD VERIFIED
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
--�
12 TYPICAL NEW PAVEMENT SECTION
r�\
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_.._._...._.______----_._.__._....____._...___._...__...__.__._. .____....___......._.---- ___._.
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N
6 SILT FENCE (SF)
5 Stone Construction Entrance (CE)
c7 Not To Scale _ --
--
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Not To Scale
�� ��� " i �,
W
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1. SET POSTS AND EXCAVATE A 4 "X4"
TRENCH UPSLOPE ALONG THE LINE
2. STAPLE WIRE FENCING TO THE
POSTS.
\ \!
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FEATURES & SPEICIFICATIONS OPTICAL SYSTEM .11.1-11-1.1 ..... � ........ 1111-11 ... - .... � ....... ..... . ........... ... � ........ � ...... � .... � ... � ....... � ....
. Self-flanged, semi-specular, matte-diffuse or specuiar lower
INTENDED USE - Ideal for sinners, parking lots and surrounding areas, Type reflector utilized in combination with a highly transmissive lens.
CONSTRUCTION - Square-shaped, rugged, heavy-qauge, Extruded aluminum housing. Fully gasketed LEDs are completely concealed providing superior aesthetic I ... 11-111-- ........ ...... I ... I... ............. � . ........ 1..1.. -.1-1-1-1. � ... 11.1--l-.11
appeal. LED Down] ights
for weather-ughl integrity. . LEDs in a proprietary mixing chamber provide consistent I .
U.S. Patent No. D417,026. Area Lighting performance balancing glare, uniformity and efficiency. I I
A M . Patented Bounding RayT11 Optical Principle design ILI.S. Patent 1
ailable. ,.am Oft � 6" ALED NLTH C�
Finish: Standard finish is dark bronze (DOB), polyester powder, Otherarchnaectural cokarsav No, 5,800,D50) provides 45' cut-off to source an source image ,,
OPTICS - Segmented, anodized aluminum optics are interchangeable and nratable. Vertically lamped WEL for a smooth transition from top of the reflector to bottom. �
scaled optics indudeSYM (symmetric), SYMC (symmetric cireff), ASY (asymmeirio and ASYC (asymmetric I", MECHANICAL SYSTEM I.. � 11 "I I'll Open Reflector 111��
cutoff). Design redirects light around arc-tube for optimum lamp life aid maximum efficiency. Three �', � I I . Housing accommodates a maximum 7/8" ceiling thickness. I � - -1, , , "' "
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ELECTRICAL - Constant wattage aineatrarisformer ballast for 175-400W. Super CWA pulse-stan ballasts, Specifications adjustment are shipped pre-installed. Post installation ! - i.7__,_
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88% efficient and EISA legislation compliant, are required for 175-40OW (must order SCWA option) for U.S. Amnliviount Post--too Mount below ceiling. . - i
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required for NOW, 32OW and 350W. Removable power tray and positive locking disconnect plug. [f���_.-�i - - - � -, " spring latch. Three combi tion 1/2"-3/4' and one 112" knockout i . ,
ledudes arm) (Indu des struts) for straight-through conduit runs. Capacity: 8 (4in, 4out) No. 12 J I �,i�, -18
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Socket is mogul-base, porcelain socket with copper alloy, nickel-plated screw shell and center contact, UL : � _IZ7 ---------- 71- ELECTRICAL SYSTEM I . l, I - " 'y
listed 150OW-60OV, 4XV pulse-rated. Height: 16 3/4 (42.5) 16 3J4 (42,5) 1 1 . . . . .... . ........ . � ........ . Solid state LED light engine available in 3000 K, 3500 K or 4100 K 4 ._,_�, I / I -10NAL r""_
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INSTALLATION - Extracted aluminum arm is shipped in fixture carton. Optional mountings available. *Wei0c 72 Its (323 kg) 82 Ibis (31.2 kq) Mounting option Drilliag template * Class P, thermally protected solid-state 0-10V dimming driver. q 1 i , I
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LISTING -- UL listed for wet locations, Listed aid labeled to comply with Canadian standards (see Otadrarvs)� 'Weight as cc nfigu red I n exa mple Wow. . Rated system life of 50,000 hours at 70% output I - --- -, z
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All dimensions are Inches (rethameters) undesiv WWVXX 7 temperatures do not exceed 4O'C. Ambient temperatures (36,O)
o thervoce specified. that exceed 40'C will result in reduced lamp life and will void Aperture: 6-1/4 (15.9)
For shortest lead times, cod p U 0 Ing bottled opthints, Exa in ple: KVE2 400M SYM TB SCWA SPV09 LPI warranty, Ceiling0poning: 7-1/8 (181) --------------- - ---.I
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ballast'
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P010
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FEATURES & SPEICIFICATIONS OPTICAL SYSTEM .11.1-11-1.1 ..... � ........ 1111-11 ... - .... � ....... ..... . ........... ... � ........ � ...... � .... � ... � ....... � ....
. Self-flanged, semi-specular, matte-diffuse or specuiar lower
INTENDED USE - Ideal for sinners, parking lots and surrounding areas, Type reflector utilized in combination with a highly transmissive lens.
CONSTRUCTION - Square-shaped, rugged, heavy-qauge, Extruded aluminum housing. Fully gasketed LEDs are completely concealed providing superior aesthetic I ... 11-111-- ........ ...... I ... I... ............. � . ........ 1..1.. -.1-1-1-1. � ... 11.1--l-.11
appeal. LED Down] ights
for weather-ughl integrity. . LEDs in a proprietary mixing chamber provide consistent I .
U.S. Patent No. D417,026. Area Lighting performance balancing glare, uniformity and efficiency. I I
A M . Patented Bounding RayT11 Optical Principle design ILI.S. Patent 1
ailable. ,.am Oft � 6" ALED NLTH C�
Finish: Standard finish is dark bronze (DOB), polyester powder, Otherarchnaectural cokarsav No, 5,800,D50) provides 45' cut-off to source an source image ,,
OPTICS - Segmented, anodized aluminum optics are interchangeable and nratable. Vertically lamped WEL for a smooth transition from top of the reflector to bottom. �
scaled optics indudeSYM (symmetric), SYMC (symmetric cireff), ASY (asymmeirio and ASYC (asymmetric I", MECHANICAL SYSTEM I.. � 11 "I I'll Open Reflector 111��
cutoff). Design redirects light around arc-tube for optimum lamp life aid maximum efficiency. Three �', � I I . Housing accommodates a maximum 7/8" ceiling thickness. I � - -1, , , "' "
� I �11�1 111 '1111"I"I" I 011,1111I � 115
See CTA Accessory note below, 41615 � 'L
,� I 14 1 1
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. Light engine and driver are accessible from above or below I 111, I 11 � � "" -,�,� ;OA
horizontally lamped curtaoffifistributhans includeTypell (roadway),Typ, ht (asymmetric), Type IV (forward " �-_,-
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throw, sharp cutoff). Lens is 3/16,r thick, Clear, impaict-resistant, tempered glass drop lens, Opfiomi� flat METAL HALIDE 175-40OW - __ b, ,�20`0`00014 �t
, , -
ceiling. ene 0 WO
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glass available. HIGH PRESSURE SODIUM: 250-40OW - 16 gau . alvanized steel mounting bars with continuous 4" 14" - -,--- ......... .. .... � U JUSTIN M. SHIMP �>
vexam Q
ELECTRICAL - Constant wattage aineatrarisformer ballast for 175-400W. Super CWA pulse-stan ballasts, Specifications adjustment are shipped pre-installed. Post installation ! - i.7__,_
. ,
stm .
20'to 40' Mounting adju ent possible withotit the use of tools from above or I �ql_
I __1 Lic. No. 45183
88% efficient and EISA legislation compliant, are required for 175-40OW (must order SCWA option) for U.S. Amnliviount Post--too Mount below ceiling. . - i
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shipments only. CSA or INTL required for probe-start shipments outside the 1.11 Pulse-start ballast (SCWA) E PA: 33 ft'01 ml) 3.4 ftl'02 Ili') - Galvanized steel junction box with hinged access covers and i
; I \_R Y'd
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:
required for NOW, 32OW and 350W. Removable power tray and positive locking disconnect plug. [f���_.-�i - - - � -, " spring latch. Three combi tion 1/2"-3/4' and one 112" knockout i . ,
ledudes arm) (Indu des struts) for straight-through conduit runs. Capacity: 8 (4in, 4out) No. 12 J I �,i�, -18
15-7/8 , 1)
.
Ballasts are 100% factory-tested. Width: 25 I63,5) 25 (6,15) : = � P�_ Height AWG conductors rated for 90'C, (40.31 El I "i, 1�1 123�
-
Socket is mogul-base, porcelain socket with copper alloy, nickel-plated screw shell and center contact, UL : � _IZ7 ---------- 71- ELECTRICAL SYSTEM I . l, I - " 'y
listed 150OW-60OV, 4XV pulse-rated. Height: 16 3/4 (42.5) 16 3J4 (42,5) 1 1 . . . . .... . ........ . � ........ . Solid state LED light engine available in 3000 K, 3500 K or 4100 K 4 ._,_�, I / I -10NAL r""_
-
- Arm I----.--,. Width -- - ------ � , "
Overall height: NIA 23-74 (60.6) 1 1 color temperatures. � � , - - I i
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INSTALLATION - Extracted aluminum arm is shipped in fixture carton. Optional mountings available. *Wei0c 72 Its (323 kg) 82 Ibis (31.2 kq) Mounting option Drilliag template * Class P, thermally protected solid-state 0-10V dimming driver. q 1 i , I
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LISTING -- UL listed for wet locations, Listed aid labeled to comply with Canadian standards (see Otadrarvs)� 'Weight as cc nfigu red I n exa mple Wow. . Rated system life of 50,000 hours at 70% output I - --- -, z
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SPVxx, RPVxx 5 . Emergency battery pack with remote test switch available. ;
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Note, Spealicotionts subject to charge without notice. wayxx 6 . Luminaire should be installed in applications where ambient - 14-3/16 z
z
All dimensions are Inches (rethameters) undesiv WWVXX 7 temperatures do not exceed 4O'C. Ambient temperatures (36,O)
o thervoce specified. that exceed 40'C will result in reduced lamp life and will void Aperture: 6-1/4 (15.9)
For shortest lead times, cod p U 0 Ing bottled opthints, Exa in ple: KVE2 400M SYM TB SCWA SPV09 LPI warranty, Ceiling0poning: 7-1/8 (181) --------------- - ---.I
C, I ==1 1116, ......... --- � gure _ rod ct _ s - - __ LISTING � it T i 7 112119 1%
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5 MUS, Loan, Or any Ottentalkial for 2505 or 40,
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our to - It, 2., 2., 11111� 1111, 11 May 1-1 "I'm' 11 11 al"11011
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1 8 the 12',min mmi be used,vilien two or mime, hommannam 16 Mustae,peritted,
200M 350MI (Type, V)
roadway
24V
.
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Pole
06 6'ain
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back box','
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12 12"
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twow snaria
Ma I_' fw,hipments; In U.S. teffrories,
WWV Wood pole
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In
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S(Imusilp, sia"Ned maxonintv
-_ of wall
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GIL Glassfial ens
(blank) Dark
CR Enhanced
SDTG
Tennis LPI Lamp
PER NEMA twi5t-lock receptacle only
4 Available wint 2176TRT, 2321111 and 2i42TRT only. Not available won K 12 PlInvicst switch nooming plate Included. Is Mot be sluxifikil. 35X lamp with LPL
with Canadian standards
Saippeds, , tift �3
p"
bronze
Corrosion
gteert included
(no photecontrial)
INTL
Available for probe-start ship-
PEI NEMA hadst-lock PE
DWH White
resistance
SDBR
Bright L/UP Less
SF Single fuse (I 20,277,.347V) nia TO
ping outside the U.S
(120,208,24OVI
DRIL Black
Atilt N 15
red lamp
OF Double fuse (208,240,48OV)
REGO
California Title 20, effective
1/i/2010
PE3 WMtwIstkdkPE(347V)
DM9 Medium
SDD8 Darklationze
SDBUA
Dark
rda TS
LS
Lamp support
PEA N9Mfwist4orkPE(48GV)
bronze
SDWH White
SDYLO
blue
Yellow
ORS Quartz fesirike system;r
KWI
KillaWatchl 120V control relay 11
PE7 MtAtwislkackPL(277V)
DNA Natural
aluminum
SDBL Black
EC Emergency clicult"
XW4
riloftch' 277V control relayl`i
SC Shorting cap for PER
DSS Sandstone
SDNA Natural
HS Housesideshield (ASY, ASYC, RZ 112)n
option
.
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. Fixtures are listed and labeled to comply with US and ve rop r rnz - .
Canadian standards. Wet location listed. 0 7-1/8
WARRANTY F.� "Ilk - � 1: (181)
. 3-year limited warranty. __ --,---I
ORDERING INFORMATION All dimensions are inches iciantimetens. Example: ALED 35/10 6AR 120 11�
Choose the boldface catalog nornenclaturathat best suits your needs and write it on the appropriate linle.
Order accessories as separate catalog numbers (shipped separately). (.�
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ALIED I__
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Itemperature [!��� Trimcolor Options o- 0
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ALED 301 3000 K 10 1000 lumens 6 AIR Clear (blank) Semi- 120 (blank) 0-10V SIF Single fuse �r cra >-
(D
3S/ 3500 K 14 1400 lumens PR Pewter specu far 277 dimming LRC Lithonia Reloc E-4 0 I_
41/ 4100K Is 1800 lumens WTR Wheat LD Matte- 347 driver system ,**4 M =
diffuse NSDI Sensurswitch � 4_� Z:>
WRI White LS Specular nUght"m dimming C-)
relay V\
,
TRW' White painted
flange 44
THEIL Black painted S, .
I
flange I- 4
L EmargenGy �_4
battery pack Q� �-4 1 1 1 11
� with remote test 1_�
switch 1
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CP Chicago plenum CD
Ac-cessories , C-4
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Notes .
_
INTENDED USE -For building- and wall-mounted afpplicatiore� Type
CONSTRUCTION Rugged, die-cast, single inecealuminum housing. Die-cast doorframe has mi
SCA6 Sloped Ceiling raidapter. Degree ofslope mustbe specified
Finish: Standard finish is textured dark bronze (DDBT) polyester powder finish, with other archnie(lurall
colors available. Wall-Mounted Luminaire
,
M
.7-
easily disconnect reflalut from ballast and fixture from supply wines. Socket is four-pin positive latching
TWF1
thermoplastic,
INSTALLATION - Universal mounting plate with Integral mounting bolts supports the fixture for easy,
orle-person installation. 1-11
11 - 1� , �1� " 1�lr
I
LISTINGS— CSA Certified to U.S, and Canadian standards. Down orientation only, NOM Certified (see 11 , s - ,,,
I
11 I ; � I � � ,_'I'll �, FLUOR ESC ENT: 260TT - 70TRT
Options). IP65 rated, 2/42 wattages and below are listed to 30'C ambient. 57W and 7OW are listed to "I", 1
____ __ _____
I The�%,attag�donotcomoywib�CafffamiaT!itie2Q�guWjm onerned on a 90, drilling, pattem.
) move wattages mquire the REGCI opum, Ito be chosen har 9 Only available with 9� arm.
' intramint into California forTive2t)(0makarte. 10 Maximum allowable wattage lamp included,
3 Nor ,i,afaw with sCWA. 1 1 ASY and ASYC ship Installed, R2 and R3 00 selimately.
4 320M, 350M and 400M require a reduced-Jactsiel Lhuri� 12 Only available with 200-4%M 5CWA, vertical oninnita-
,-------------------"��-,--!---
I I
Width: 16 (40,6) , � , _\
I i
Height: 10 1/16 t25 6) \ 1 \
/
NOTES (I 00, 150,200, 25D, 30D), Ex: SCAB IOD
I Not available with finishes. CTA6 YKLED Ceiling thicknesus ada pteriextends mounting frameto
2 One 5A relay with one 0-1 0 VD C dimming output, shipped install pd. accommodate c:eilingthickriessuptia2'.
Requires additional InUght bus powersupply. GVRT Vandal-resistanittdmaccessory.RefertolE.LU.QQ,
3 Not available with white reflector. -IOvwaIIboX domunter. Referto.!SD-K
ISO Bc 0
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Depth: 9-5/8 (24A) 1 I I
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*Weight: 241hs(10,9 it :
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. "�90,
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5 MUS, Loan, Or any Ottentalkial for 2505 or 40,
, SuKgy (WI for ine in Canada.
our to - It, 2., 2., 11111� 1111, 11 May 1-1 "I'm' 11 11 al"11011
` "n'l "un' , ""' I "
1 27?, 147V in Canada). 14 S.-Y,k,�a.N�d�d.f.�dda�.W,�'..pin
7 (worth factory for available wattages. 15 sugiam "I'alLible only I" thecolars listed.
1 8 the 12',min mmi be used,vilien two or mime, hommannam 16 Mustae,peritted,
_ - - ,--- ____
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m&�,,,,ew�% , t,"� ,,�,,�Z��,,�Z,a,1_111111; ,�,� � '��t��' �,�� �,'-'%-,-,,�
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26DTT
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gothaim", 64 L400 Learn,-, R-II Cy.ix Gen,& 30'0i'21
�1""'et-tya.,& C�r,, Am P 8,30 3115 4982 F 770 8W 3129
r www'golhamlighting.com
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1-11, (6) TZO-111 111,111 T21-111 11t-111 TI �', o_,-
, , "
2-718- (73) T25490 T25-280 r25-290 T25-320 T25-39D T25-490
1 4%10.2) T35-190 T35-280 TM-290 735320 T35-390 T35 490
__
_____
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OL900OR
277
347
CW20 Cold-weather
m.2,-m-s
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B8W Surface mounted
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SEWER SERVIC.EL lL..ATER`,AL C' N,1111NECTI' " ("6�TYPICAL SEWER PIPE INSTALLATION
N11 T 1_�_ Not To Scale ,----- - - ------- -------- - - - - ----- - - ---------
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FEATURES & SPECIFI(ATIONS
_
INTENDED USE -For building- and wall-mounted afpplicatiore� Type
CONSTRUCTION Rugged, die-cast, single inecealuminum housing. Die-cast doorframe has mi
resistant tempered glass lens. Doofframe is fully sealed with a closed-cell silicone gasket �
Finish: Standard finish is textured dark bronze (DDBT) polyester powder finish, with other archnie(lurall
colors available. Wall-Mounted Luminaire
OPTICS- Hydrofofmedrefle.ctorforsuperioruniformityandcorarol,VerficaI lamporlernabonforimproved
lamp output and life.
ELECTRICAL - Compact fluorescent utilizes an electronic high-frequency ballast. Quick-disconnect plugs
easily disconnect reflalut from ballast and fixture from supply wines. Socket is four-pin positive latching
TWF1
thermoplastic,
INSTALLATION - Universal mounting plate with Integral mounting bolts supports the fixture for easy,
orle-person installation. 1-11
11 - 1� , �1� " 1�lr
I
LISTINGS— CSA Certified to U.S, and Canadian standards. Down orientation only, NOM Certified (see 11 , s - ,,,
I
11 I ; � I � � ,_'I'll �, FLUOR ESC ENT: 260TT - 70TRT
Options). IP65 rated, 2/42 wattages and below are listed to 30'C ambient. 57W and 7OW are listed to "I", 1
257 ambient, Emergency options (all wattages) are listed to 25'( ambient. ELED; U,S, Patent No. 7,737,640.
Note: Specifications subjectio change without notice. Specificutharts
,-------------------"��-,--!---
I I
Width: 16 (40,6) , � , _\
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Height: 10 1/16 t25 6) \ 1 \
/
, H 1
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Depth: 9-5/8 (24A) 1 I I
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*Weight: 241hs(10,9 it :
All dintarntians are indles (cenadmaters'l i i � :
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unless othervilse indicated, i ) :
'Weight ascorrifigured in example .dom�
below. 41W
NIGHTTIME
FRIENDLY
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TWFI
26DTT
120
(blank) ElectronicO'F
(blank) Surfacemount
5htp fixture
P10-installed-to ..........
__
_____
2126DTT
26TRT
277
347
CW20 Cold-weather
Shipped serialratel
GMF Internal slow-blow fusing Wa with 1 MVOLT)
EC Emergency circuit"
---,--
- __
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ballast'
B8W Surface mounted
,
_______.___,_,
.
2126TRT
MVOLP
-,----,---,��,�c�,---w-�-ro-�--------,-�
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back box','
ELDW Emergency battery pack (321 min. operaing temperature)' I �' I I
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32TRT
11 , -
-
DS Dual
switchiegI
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,
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ELOWC Emergency battery pack (01 min, cupterating bemperature)!,', �O�l I
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-
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�Js2TRT
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211 Two one-lamp
ELDWR Fixture wired P for Mine 830 battery pack (battery pack not included; 32'F min. operating
real
42TRT
ballast'
�
temperature)
2/42TRT
EILDWRPS Fixture wired ready for P51400 or P5DL remote battery pack illattery pack not Included; 32'F min.
Operating temperature), " 1�
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�
'
ELED Emerge icy LED secondary source larattery pack (47 rim. operating termanaturel', 10
�
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I57TRT
70TRT
I
2ELED Emergency LED secondary source (two modules) batery pack (41 min. operating temperaturel', 11
__ i
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����;IR 1=111M=14�1 ,2 �
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I111 ,"", �;�� , , I ... ��::: I
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volt (35W lamp included)' I I .$.�10.�d.jgpArat Dark bronze, textured
DC12 Emergency circuit 12 I --- gly.1 i (blank)
� i
LPI Lamp included i I
2DC12 Emergency Circuit 12-valt (two 35W lamp included) I 11 I WG wim. guard 'I DSST Sandstone, textured
I
L&P Less lamp I !
I
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DC2012 Emergency circuit 12-volt (20W lamp includilifl' " i VG Vandal guard DNAT Natural aluminum, textured
i i
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21)(2012 Emergency circuit 12-volt (two 20VV lamp Included)' 11 I i DWHG White,textured
I
PE Photoelectric cell. buttrul type" i j DBLB giack,textured
I I
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CSA CSA certified I i CR Corrosion-resistant finish
�
NOM NOM certified i I , CRT Non-stick protective. coating (blanck only)
i
_____________________1____ I --------------
_-
Notes 5 may be ordeved as an accessary, PnafixwMTWF 1
1 Optional midn-vi,ft eleartun(ballast capahl"fop,raung, any Low 6 Must spetify finish when ind ,r as an ac,a,rurv. Not available with ELID or 2ELED.
voltage from 12OV-277Z 7 Maximum allowable wattage lamp included,
2 Not available with 57TRT or 70TRT, Mo and KOWC cannot be orined 8 Cannot be candered "Ifth any Other eme,q,ncy ,,,
, I lion.
L,gethec 9 Not available with 2132TRT. 2,142TU, 57TRTor 70TRT.
3 Available with 2/26TRI, 2/32TRT and 2/42TRT only, Ran avanlalAe with Ef. 10 Most be ordered with fixture; cannot be bel d instanest Not available wilh MVIOL1 14 Nonaviolablewim6lif.
ocs, ROWS, 211 of PE. I i For two-4amin configumnans, Only one lamp operates in eniergency Wickert mode. 15 Seewwalithimia,corrivarancolors for additional color options
4 Available wint 2176TRT, 2321111 and 2i42TRT only. Not available won K 12 PlInvicst switch nooming plate Included. Is Mot be sluxifikil. 35X lamp with LPL
IKS, ELDWS a, DS. 13 Not available with 2,'42TRT, 5 ITRT or 70110.
OUTDOOR T�U' �'.,, ,I,'� I
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555
550
545
540
535
530
525
520
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Date
07ZO8Z201 1
Scale
/"�8SANITARY SEWER PROFILE MH-2 TO MH-Xl N/A
C 9 V- 1"=10' H: 1"i Sheet No.
9 OF9
File No.
I U.0 J
I