HomeMy WebLinkAboutSDP202000024 Plan - Approved Final Site Plan and Comps. 2021-05-25C;
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STONEFIE1 D BLOCK D I FINAL S171 E PLAN
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1 OF 12 C-1 COVER SHEET
2 OF 12 C-2 ABBREVIATIONS AND LEGEND
3 OF 12 C-3 GENERAL NOTES
4 OF
12 C-4
EARTHWORK REQUIREMENTS
5 OF
12 C-5
PROFFERS, VARIATIONS, & SPECIAL EXCEPTIONS
6 OF
12 C-6
EXISTING CONDITIONS
7 OF
12 C-7
DEMOLITION PLAN
8 OF
12 C-8
SITE LAYOUT PLAN
9 OF
12 C-9
SITE GRADING PLAN
10 OF
12 C-10
DETAILS
11 OF
12 C-1 1
DETAILS
12 OF
12 C-12
STORM SEWER PROFILES CALCULA11ONS
APPENDIX
AP-1
PARKING GARAGE LAYOUT
L3.0
OVERALL LANDSCAPE PLAN
L3.1
DETAIL LANDSCAPE PLAN
L3.2
DETAIL LANDSCAPE PLAN
L3.3
DETAIL LANDSCAPE PLAN
L3.4
DETAIL LANDSCAPE PLAN
L4.0
LANDSCAPE NOTES AND DETAILS
L5.0
PHOTOMETRIC PLAN
L6.0
SITE LIGHTING CUT SHEETS
L6.1
SITE LIGHTING CUT SHEETS
L6.2
SITE LIGHTING CUT SHEETS
L6.3
SITE LIGHTING CUT SHEETS
L6.4
SITE LIGHTING CUT SHEETS
L6.5
SITE LIGHTING CUT SHEETS
BUILDING STORIES STUDY
BUILDING STORIES 0 DISTRICT AVE.
SOURCE
THIS
OF TITLE:
IS A PORTION OF THE SAME PROPERTY IDENTIFIED
AS TAX MAP PARCEL 61W-3-19A (PARCEL 1) CONVEYED
UNTO
OCT STONEFIELD PROPERTY OWNER LLC (PREVIOUS OWNED BY ALBEMARLE PLACE EAAP, LLC) BY THAT
CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE
OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE,
VIRGINIA IN DEED BOOK 4857, PAGES 503-511.
1. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR THE
CONSTRUCTION OF A 227 UNIT, RESIDENTIAL APARTMENT BUILDING AND 2,073 SQ.FT. COMMERCIAL SPACE ON
BLOCK D-1 OF STONEFIELD.
2. THE RESIDENTIAL APARTMENT BUILDING WILL CONSIST OF 21 STUDIO, 133 1-BEDROOM, 63 2-BEDROOM, AND
10 3-BEDROOM UNITS.
4. ALL AIR HANDLER EMISSIONS SHALL BE DIRECTED AWAY FROM ANY ADJACENT RESIDENTIAL USES.
5. PARKING GARAGE SHALL BE DESIGNED SO THAT NO LIGHT IS PROJECTING OUTSIDE THE STRUCTURE.
6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 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 OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
ONE HALF FOOTCANDI E.
7. REFER TO NSTONEFIELD TOWN CENTER FINAL SITE PLAN AMENDMENT* AND OSTONEFIELD BUILDING C1-IV FINAL
SITE PLAN AMENDMENT" FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND
DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, AND LANDSCAPING DETAILS AND CALCULATIONS.
8. STORMWATER MANAGEMENT FOR THE AREA ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH WPO
2010-00023, WPO 2013-69, SDP 2011-00047, WPO 2011-00055, AND WPO 2011-00036. THIS PLAN IS
IN CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALJTY CONTROLS AS WELL AS MS-19.
9. PARKING COUNTS HAVE BEEN UPDATED TO REFLECT THESE IMPROVEMENTS.
10. PUBLIC WATER & SEWER IS PROVIDED TO THIS SITE THROUGH THE ALBEMARLE COUNTY SERVICE AUTHORITY
(ACSA).
11. A PARKING REDUCTION REQUEST HAS BEEN SUBMITTED TO ALBEMARLE COUNTY FOR THE IMPROVEMENTS
ASSOCIATED WITH THIS SITE. THE PARKING CALCULATIONS PROVIDED ARE BASED ON THIS REQUEST.
12. PARKING CALCULATIONS REFLECT THE STONEFIELD TOWN CENTER BLOCKS A-D AS CURRENTLY DEVELOPED
AND DO NOT INCLUDE BUILDINGS SHOWN ON THE APPROVED STONEFIELD TOWN CENTER FINAL SITE PLAN
AMENDMENT THAT WERE NOT CONSTRUCTED.
13. THE SIDEWALK MAINTENANCE AND INGRESS/EGRESS EASEMENTS FOR DISTRICT AVE. WILL BE REVISED BY PLAT
UNDER SEPARATE COVER.
ALBEMARLE COUNTY DEPARTMENT APPROVAL:
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
�y zv L(
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE & RESCUE
ALBERMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
1
ADDRESSED COUNTY COMMENTS
JDB
05/21/20
2
ADDRESSED COUNTY COMMENTS
JDB
07/08/20
3
ADDRESSED COUNTY COMMENTS
JDB
08/14/20
4
ADDED DEED BOOK AND PAGE INFO FOR NEW EASEMENTS
JDB
10/27/20
5
REVISED PARKING REQUIREMENTS PER NEW UNIT COUNT
JDB
05/21/21
I NO -
SHEET REVISION
BY I DATE I NO.
, VIRGINIA
WP02011-00055, SDP2011-00047
SDP2019-00057
SDP2020-00024
WP02020-00016
0
FASHION
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HITEWOOD
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SITE
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SQUARE
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SCALE: 1 "=2000'
SITE DATA
OCT STONEFIELD PROPERTY OWNER LLC
C/O O'CONNOR CAPITAL PARTNERS LLC
535 MADISON AVENUE, 6TH FLOOR
NEW YORK, NY 10022
ATTN: OJAS DESAI
EMAIL: ODESAICOCONNORCP.COM
WW ASSOCIATES, INC
968 OLYMPIA DRIVE, SUITE 1
CHARLOTTESVILLE, VA 22911
(434) 984-2700
ATTN: JOHN D. BEIRNE, JR., P.E.
EMAIL: JBEIRNEOWWASSOCIATES.NET
SOURCE OF TITLE:
THIS IS A PORTION OF THE SAME PROPERTY IDENTIFIED AS TAX MAP PARCEL 61W-3-19A
(PARCEL 1) CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER LLC (PREVIOUS OWNED BY
ALBEMARLE PLACE EAAP, LLC) BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S
OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK
4857, PAGES 503-511.
SOURCE OF BOUNDARY SURVEY:
SOURCE OF TOPOGRAPHY:
COUNTY, STATE:
MAGISTERIAL DISTRICT:
WATER PROTECTION AREA:
TAX MAP/PARCEL:
ZONING:
OVERLAY DISTRICT:
AREA
EXISTING USE:
PROPOSED USE:
TRASH:
YARD REQUIREMENTS:
PROPOSED BUILDING HEIGHT:
BUILDING GROSS AREA:
WW,ASSOCIATES, INC
DATED: MAY 29, 2013
WW ASSOCIATES, INC
BY FIELD SURVEY
PERFORMED ON: SEPTEMBER 20, 2019
ALBEMARLE COUNTY, VA
JACK JOUETT
N/A (NON -WATER SUPPLY WATERSHED)
TM 61W, PARCEL 3-19A
NMD (NEIGHBORHOOD MODEL DISTRICT)
ENTRANCE CORRIDOR & AIRPORT IMPACT
PARKING LOT
RESIDENTIAL (APARTMENTS)
COMMERICAL
ON -SITE DUMPSTER
THERE ARE NO MINIMUM OR MAXIMUM LOT
WIDTHS OR DEPTH REQUIREMENTS.
88' MAX. (VARIES; 6-7 STORIES)
65,080 SF
TRAFFIC GENERATION:
APARTMENTS (USE 220)
(PER ITE TRIP GENERATION
6.65 TRIPS/UNIT/DAY
MANUAL, 8TH EDITION)
227 UNITS x 6.65 = 1.510 VPD
SPECIALTY RETAIL CENTER (USE 814)
44.32 TRIPS PER 1,000 SQ.FT. OF GLA
BLOCK D1
PARKING REQUIREMENTS:
((2,073/1,000)x44.32 = 92 VPD
BLOCK D1
APARTMENTS (RESIDENTIAL): 372 SPACES"
ACES
TOTAL VPD:
1,510 + 92 1,602 VPD
BLOCK D1 RETAIL: 9 S
BLOCK D1 TOTAL PARKING REQUIRED: 381 SPACES
STRUCTURED
PARKING PROVIDED: *347 SPACES (INCLUDES 12 HANDICAPPED SPACES)
BLOCK D1 LAND USE SCHEDULE
APPROVED
*PARKING REDUCTION APPROVED BY ZONING, PER LETTERS DATED FEBRUARY 26, 2020 AND JUNE
TOTAL SITE (NEW PARCEL)
2.47 AC. (100%)
by the Albemarle CoUntY
23, 2020. TOTAL PARKING PROVIDED: 347 SPACES.
C,oiwunit, Deve pment Department
BUILDING
1.49 AC. (60%)
Date 2 0' L_
**RESIDENTIAL PARKING REQUIREMENTS PROVIDED BY COUNTY OF ALBEMARLE DEPARTMENT OF
File 0'
COMMUNITY
DEVELOPMENT IN COMMENT LEITER DATED MAY 21, 2021.
OPEN SPACE
0.46 AC. (19%)
OTHER IMPERVIOUS
0.52 AC. (21 %)
WA
ENGINEERS
SURVEYORS
DESIGNED BY.
J198
PROJECT.
STONEFIELD BLOCK D- 1
FINAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
SET REV. NO.
5
DRAWN BY.
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DRAWING NUMBER:
PLANNERS
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COVER SHEL7
AsSOCIA
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SHEET NUMBER:
WWA NUMBER:
FILE NAME:
DISCIPLINE:
SCALE:
DATE:
PO Box,11 19 968 Olympia Dr, Suite I
Lynchburg, VA243002 Ch.l.tw�ville,VA22911
Phone: 434.316.6080
www.wwassociates.net
Phone: 434.984.2700
219040.0,3
904003C-CS-
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1 of 12
SHEET REVISION
BY
DATE
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GENERAL CONSTRUCTION NOTES FOR SITE PLANS
(SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES)
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE
PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE
PERMIT SHALL GOVERN.
2. ALL CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED
WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF
ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL
FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE - CLASS 111.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
nomi Rn ".161
(SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES)
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 SPECIFICATION OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT 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 RU NOFF- PRODUCING RAINFALL EVENT. ANY
NECESSARY REPAIRS FOR 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:OOA.M. TO 9:00 P.M.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER
THAT 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 OF 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 POR11ON
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 100OLBS/ACRE AND CONSIST OF A
10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT
18OLBS/ACRE 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.
1 1 REVISED SWM NARRATIVE
5 1 REVISED BUILDOUT SUMMARY PER NEW UNIT COUNT
Lei
SHEET REVISION
JDB 05/21/2C
JDB 05/21/21
BY I DATE I NO.
1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES
WITHIN FLOOD ZONE '"X-, AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY
MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP
(FIRM) NUMBERS 51003CO278D WITH AN EFFECTIVE DATE OF FEBRUARY 4,
2005.
2. THIS PROPERTY IS SERVED BY PUBLIC WATER THROUGH ALBEMARLE COUNTY
SERVICE AUTHORITY.
3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO
CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS
OWN SATISFACTION.
4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE
COORDINATE SYSTEM.
5. HORIZONTAL DATUM: VIRGINIA STATE PLANE SOUTH ZONE NAD83
6. VERTICAL DATUM: NAVD88
1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY
GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE
CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO
CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS
OWN SATISFACTION.
2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM
AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN
ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION
AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW
ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF
UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH
EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST
STRUCTURES.
3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY
FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE
INSTALLED ACCORDING TO COUNTY STANDARDS.
4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A
PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT
SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE
DRAWINGS.
6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE
COUNTY , ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND
SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES.
7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI
CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217.
8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE
WITHIN FOUR FEET OF ANY FIRE HYDRANT.ALL HYDRANT BRANCHES SHALL
HAVE A MINIMUM COVER OF 3.0'.
9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE
BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED
ON THE PLANS.
10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND
SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER
FACILITIES.
11. WATER AND SEWER UTIL11Y CONSTRUCTION SHALL BE IN ACCORDANCE WITH
ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER
AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS
SPECIFIED IN GENERAL NOTE 13.
12. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40.
13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE -MAINTAINED UNLESS
OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER
LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS.
14. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT
WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY.
15. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 6* SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2-
THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED
BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE
AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN
BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL.
16. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL
REQUIRE A 1-3/4* HOLE TAPPED INTO THE CENTER OF THE LID. BLIND
TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING
THE BOX PRIOR TO METER INSTALLATION.
17. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED
FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA
THAT THE CER11FICATION APPLIES TO.
18. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA
OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES
OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE
CONTRACTOR'S EXPENSE
19. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER
INFRASTRUCTURE.
20. ALL JOINTS ON PROPOSED WATERLINE SHALL BE RESTRAINED PER
MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS AND PER ACSA
STANDARDS AND SPECIFICATIONS.
1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING
CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN.
3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO
REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH
FINISHED GRADES.
4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED
AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED.
5. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED
IMMEDIATELY FOLLOWING CLEARING AND GRUBBING.
6. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER
ALBEMARLE COUNTY CODES.
7. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON
BOTH SIDES.
8. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE
INSTALLED ACCORDING TO CURRENT PLUMBING CODE.
SHEET REVISION I BY I DATE
9. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR
CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR
CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY
CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK.
10. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES
AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS
FOR ACCESSIBLE DESIGNn ISSUED BY THE DEPARTMENT OF JUSTICE ON
SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND
ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED
RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED
TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE
OWNER.
1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE
PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL
PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL
PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS,
INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS.
2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT,
THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE
NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR
STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED
EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF
PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY
CONSTRUCTION.
4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING
UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED,
INCLUDING UTILITY POIES.
5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION
SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE.
6. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT:
PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I
LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO
DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND
FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698-4000.
7. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A
SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE
SAME LEVEL AS THE PARKING SPACE THEY SERVE.
8. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC
NUISANCE AND NOT OVER SIDEWALKS.
10. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED BUILDING. LOCATION
SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE.
1. 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.
2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED
AND MAINTAINED.
3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC,
TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE
AND/OR PAVING.
4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND
GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT
SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER.
5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN
ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND
SPECIFICATIONS.
6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE
CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS.
7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR
EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS.
8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN
SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY
SERVICE AUTHORITYS GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND
SPECIFICATIONS OF VDOT.
9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12, IN HEIGHT.
10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF
CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY
DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND'EQUIPMENT AS REQUIRED
TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT
OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION
FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL
MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE
OWNER.
11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS,
AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP
PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF
SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO
PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET
OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY
UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE.
12. PRIOR TO MY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTAIION (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.
13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
14. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE
S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN
ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE
SPECIFICATIONS.
15. EROSION AND SEDIMENT 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.
16. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -VERTICAL).
WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED.
17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF
THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA
SUPPLEMENT.
18. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY
ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING
TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE
CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE
OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY
THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE
CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE.
20. THE PROPOSED BUILDING WILL BE SPRINKLED. CALCULATED SPRINKLER FLOW
RATE = 570GPM.
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE
THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF
UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED
WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN
ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN
INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS
NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS,
AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A
HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE
CENTERLINE OF PIPE. THIS INCLUDES AH FIRE HYDRANT LINES, SERVICE
LATERALS AND WATER WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBIE TO COMPLY WITH THE NO -LEAD
REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014
(SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL
BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA
LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS.
VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED
BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL
OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY
THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE
PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT.
THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"PERMIT WHICH
MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE.
VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM
OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING
INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL
APPROVAL IS GIVEN BY THE ACSA.
16. THE PROPOSED APARTMENT BUILDING SHALL BE PROVIDED WITH A BACKFLOW
PREVENTION DEVICE IN ACCORDANCE WITH SECTION 8 OF THE ACSA RULES
AND REGULATIONS.
STORMWATER NARRATIVE
STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE
PLAN ARE PROVIDED BY THE PERMANENT NORTH SWM FACILITY LOCATED IN THE
ADJACENT COSTCO PARKING LOT. DETAILS FOR THE FACILITY ARE PROVIDED ON
THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4,
WPO# 2010-00023 AND WPO# 2013-69. AN ASSUMED POST DEVELOPED
IMPERVIOUS COVER OF 90% WAS UTILIZED IN THE DESIGN OF THE
UNDERGROUND DETENTION SYSTEM FOR ALL ON -SITE COMMERCIAL AREAS. THE
PROPOSED IMPERVIOUS COVER FOR BLOCK Dl IS 83.4%. THEREFORE THE
EXISTING NORTH UGD IS ADEQUATE TO PROVIDE STORMWATER DETENTION FOR
THE PROPOSED IMPROVEMENTS AND THE POST -DEVELOPED RELEASE RATE HAS
DECREASED FROM THE ORIGINAL ANALYSIS.
STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN
ARE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS
PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT
NO.4, WPO# 2010-00023 AND THE BIOFILTER INSTALLED AS PART OF THE
STONEFIELD BOULEVARD ROAD PLAN, WPO# 2011-00036. THE ORIGINAL BMP
ANALYSIS FOR BLOCK Dl WAS DEFINED AS PART OF THE STONEFIELD BUILDING
Cl-rV FINAL SITE PLAN, WPO# 2011-00055. THE SITE IS GRANDFATHERED PER
9VAC25-870-48 AND MEETS THE WATER QUALITY REQUIREMENTS OF PART 11 C
SET FORTH IN 9VAC25-870-96. PER PART 11 C THE STORMFILTER AND
VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE
FILTERRAS PROVIDE A POLLUTANT REMOVAL RATE OF 74%.
THE REQUIRED OVERALL POLLUTANT REMOVAL RATE IS 74% FOR THE
RE -DEVELOPMENT OF BLOCK D. PLEASE REFER TO BMP COMPUTATIONS USING
THE SIMPLE METHOD WORKSHEET PROVIDED ON THIS DRAWING.
........ ...
USE IN BLOCK (GLA OR UNITS)
THIS SUBMISSION
Rb�AjL'I'N-6'k-iki��tkfE'f'RESIDENTIAL
PREVIOUS SUBMISSIONS
R-E-tkl-L--,-�-f40--N- RETAIL RESIDENTIAL
SUBMISSIONS TO DATE
RttAIQ' NRttA_lCFkitS 5tWitiAL'
A
01
01
0
50,224�
14,0001
0
50,22&
14,000i�
0
B
0!
d
T_
33,836�
6,5001
0
33,836
6,500,
0
c
01,
01
0
57,7011
111,5915i
0
57,701'
111,5951,
0
D
2,0731
01
227
01
110,0001
209
2,0731
110,000
436
BLOCK GROUP I TOTAL
2,07311
0 1
i
227
141,761
242,0957,
209
143,834!
242,095
436
E (BLOCK GROUP 2)
01
0i i
0
01
01
250
01
01
250
F
. .......... _ . . .........
0!
1
0�
01
0,
0
1�9,9641
1
0
0
149,964�i
01
0
0
BLOCK GROUP 3 TOTAL
01
01
0
164
22,880`�
0
164,664'
22,8801
0
STONEFIELD TOTAL
1 2,0731
01
227
306,4251
264,T7T7,,____
459
i
308,498�
2654,9751
686'
W-0-M
DESIGNED BY.
JDB
ENGlNEEl,_
MSURVEYORS
DRAWN BY.
lam
PLANNERS
DIFIR BY.
HFIN
AsSOCIATES
PO Box 4119 968 Olympia Dr, Suite 1
Lynchburg, VA 24502 Cl-lottes,iLle, VA 22911
Phone: 434.316.6080 Phone: 434.994.2700
www.wwassociates.net
WWA NUMBER:
219040.03
PROJECT. STONEFIELD BLOCK D- 1
FINAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
TITLE.
GENERAL NOTES
FILE NAME: DISCIPLINE: SCALE: DATE:
904003C-ND-2-LOR.dwg CIVIL H: NIA 02128120
V. NIA
SET REV. NO.
5
DRAWING NUMBER:
C-3
SHEET NUMBER:
3 of 12