HomeMy WebLinkAboutWPO202300019 Plan - VSMP 2023-03-21VSMP PLAN FOR
LEGEND
EXISTING
NEW
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
- - - -
ADJACENT PROPERTY LINE
�r
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
0
1 u
PARKING COUNT
TOPOGRAPHY
INDEX CONTOUR
INTERVAL CONTOUR
311.5 x
x1 W
SPOT ELEVATION
311.5 TC x
X1-
TOP OF CURB ELEVATION
311.5 TW x
x -
TOP OF WALL ELEVATION
311.5 B W x
x
BOTTOM OF WALL ELEVATION
- ....... -
STREAM
STREAM BUFFER
100 YEAR FLOODPLAIN
BUILDING
BUILDING
RETAINING WALL
STAIRS
EDGE OF PAVEMENT
ROAD CENTERLINE
FRONT OF CURB
BACK OF CURB
CG-12 TRUNCATED DOME
SIDEWALK
BIKE PARKING
HANDICAP ACCESSIBLE AISLE
!1�
HANDICAP PARKING
l�
MATERIAL
CONCRETE
RIPRAP
.......................................
--------------------
-
ASPHALT
EC-2 MATTING
EC-3 MATTING
0
WETLAND
TREELINE
X
X
FENCE
UTILITY
UTILITY POLE
CD
m
GUY WIRE
OHu
OHu
OVERHEAD UTILITY
ucu
UGu
UNDERGROUND UTILITY
STORM
STORM MANHOLE
q
q
DROP INLET
STORM SEWER
.......
ROOF DRAIN
SANITARY
SANITARY MANHOLE
SANITARY SEWER MAIN
S
S
SANITARY SEWER LATERAL
WATER
W
W
WATER LINE
Q
0
WATER METER
0
o
WATER METER VAULT
FIRE HYDRANT
A
A
FIRE DEPARTMENT CONNECTION
GAS
GAS
GAS
GAS LINE
EASEMENTS
CONSTRUCTION
GRADING
ACCESS
SIGHT DISTANCE
UTILITY
STORMWATER FACILITY MAINTENANCE
STORMWATER ACCESS
DRAINAGE
SANITARY
WATERLINE
GASLINE
NOTE:
1. THE SIZE OF THE
SYMBOLS MAY VARY
FROM WHAT IS SHOWN.
15TH STREET LANDING SELF -STORAGE
OWNER
FTV Investments LLC
943 Glenwood Station Lane, Suite 101
Charlottesville, VA 22901
DEVELOPER
Centennial American Properties
935 South Main Street, Suite 201
Greenville, SC 29601
PLAN PREPARATION
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22902
(434)227-5140
ZONING
Planned Development Shopping Center, Entrance Corridor (Overlay)
ZMA2020-00009 (amendment to ZMA88-16) approved on December 2, 2020, amending the allowable square footage for the
subject property to a maximum of 110,000 square feet.
MAGISTERIAL DISTRICT
Rivanna
SOURCE OF TITLE
DB 1169 PG 347
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary & topographic survey provided by Meridian Planning Group LLC
Boundary & topographic survey are NOT in State Plane Coordinates
FLOODZONE
According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO269D), this property
is located within a Zone AE 100-year floodplain subject to LOMR 08-03-1390P effective date 8/8/2008. This development is
outside of the limits of the floodway and the stream buffers for Moore's Creek and Biscuit Run.
RESERVOIR WATERSHED
This site is within the Moore's Creek Watershed.
WATER & SANITARY SERVICES
Site is served by ACSA public water and sewer.
GENERAL CONSTRUCTION NOTES
1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained
from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the
permit.Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to the 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
acheived.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is
deemed necessary in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part
1926).
GENERAL WATER & SEWER NOTES
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the
proper service authority officials at the start of the work.
2. 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 contractors shall on his own initiative locate all underground lines and structures as necessary.
3. All materials and construction shall comply with the current edition of hegeneral water and sewer construction specifications
s as adopted by
the Albemarle County Service Authority.
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).
6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes
all fire hydrant lines, service laterals and water lines, etc.
7. All water and sewer appurtenances are to be located outside of roadside ditches.
8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line.
9. Trees are not permitted in the ACSA easement.
10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874
which amends the Safe Drinking Water Act).
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
12. Backflow prevention is required for all connections to the water main.
EXISTING USE
Vacant, managed turf
PROPOSED USE
Self -Service Storage Facility
LAND USE SCHEDULE
EXISTING
Area
%
Building
0 SF
0.0%
Pavement
5,770
SF 57.1%
Sidewalk
0 SF
0.0%
Open Space
143,641 SF 96.1 %
Total=
149,411 SF
(3.43 ac.)
PROPOSED
Area
%
Building
35,227 SF
23.6%
Pavement
36,248 SF
24.3%
Sidewalk
4,737 SF 3.2%
Open Space
73,199 SF
48.9%
Total=
149,411 SF
(3.43 ac.)
Limits of Disturbance = 1.28 ac
GENERAL NOTES
1. 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.
2. 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.
3. 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.
4. The contractor shall be responsible for notifying all utility owners adjacent land owners whose roe may be impacted
P fY 9 tY 1 property rtY Y P
and the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner
and engineer.
7. 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.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11.Retaining walls require separate building permits.
12. All water, sewer, and fire lines require NEW inspection and testing procedures. ACSA performs any testing and inspections
of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual
inspection and witnesses the testing of the building drain, water service pipe, and the sprinkler lead-in connection. The
developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site
Utilities to perform the visual inspection and testing of all utilities not covered by ACSA or ACBID. This includes building
sewers, water, and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report must be
submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued.
13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 17.1-09.
14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole
in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building
drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the
manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve."
15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks.
16.Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a
demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact
VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131.
County File Number Pending
TAX MAP 76, PARCEL 55A
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE:1°=1000'
FRY'S SPRING;
7gn 0",snd
/5th Street
Alamo Drafthouse
Cinema Charlottesville T
SITE
;mans
5M S%
S CREEK OAK HILL
SHEETINDEX
C1 COVER
C2 EXISTING CONDITIONS
C3 SITE PLAN
C4 GRADING & UTILITY PLAN
C5 STORM PROFILES
C6 UTILITY PROFILES
C7 EROSION & SEDIMENT CONTROL NARRATIVE
C8 EROSION & SEDIMENT CONTROL PLAN PH 1
C9 EROSION & SEDIMENT CONTROL PLAN PH 2
C10 EROSION & SEDIMENT CONTROL DETAILS
C11 STORMWATER PLAN & DRAINAGE AREA MAPS
C12 STORMWATER PLAN & DRAINAGE AREA MAPS
WILLOUGHBY
IMAGE PROVIDED BY GOOGLE MAPS
SHIMP
ENGINEERING
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LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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2023.03.14
REVISION:
FILE NO.
COVER
21.020
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RESIDUE OF ( I r T
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TW=3a9.59 / / / ` \I JI I f / / / REVISION:
BW=385.56
100,
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FILE N0.
21.020
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2023.03.14
TW=389.59 REVISION:
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TW=389.57
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FILE NO.
21.020
SITE & UTILITY PLAN
TW=389.4 TW=389.67
BW=384.74 TW=389.67 TW=389.72 BW=385.67
BW=385.66 BW=385.67 TW=389.73 TW=389.67
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4 STORM PROFILE AO—BO
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410 410
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VSMP PLAN FOR
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410 410 LANDING
SELF -STORAGE
405 405
ALBEMARLE COUNTY, VIRGINIA
400 40o SUBMISSION:
/EXISTING GRADE 2023.03.14
395 395
REVISION:
390 390
385 385
380 380
375 375
FILE NO.
21.020
370 aff
370
365 OU5 STORM PROFILES
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420 420
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410 410
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PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO BUILD A SELF-SERVICE STORAGE
FACILITY. THE TOTAL AREA OF DISTURBANCE IS 1.28 ACRES.
THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE
EROSION & SEDIMENT CONTROL PERMITTING REQUIREMENTS AND
MAINTAIN ALL EROSION & 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. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE
WITH THE PLAN.
4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED
AREAS..
5. CONSTRUCTION OF DRIVEWAY, SIDEWALKS, AND BUILDING PADS AS
SHOWN ON THE SITE PLAN.
EXISTING SITE CONDITIONS
THE SITE IS A UNDEVELOPED LOT WITH TURF AREAS AND A RETAINING
WALL CONSTRUCTED AS PART OF A COMMON PLAN OF DEVELOPMENT.
ADJACENT PROPERTIES
THE SITE IS BOUNDED TO THE NORTH BY MOORES CREEK, TO THE SOUTH
BY ROUTE 64, TO THE EAST BY BISCUIT RUN, AND TO THE WEST BY A
HOLIDAY INN.
OFF -SITE AREAS
ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION
CONTROL PLANS. NO OFFSITE DISTURBANCE ANTICIPATED. OFFSITE
DISPOSAL OF SPOILS MAY BE REQUIRED.
SOILS
THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL
MAPS FOR ALBEMARLE COUNTY VIRGINIA:
CULPEPER CLAY LOAM, USG B
DAN RIVER LOAM, USG B
HATBORO SILT LOAM, USG B/D
CRITICAL EROSION AREAS
N/A
RESPONSIBLE LAND DISTURBER:
TBD
EROSION & SEDIMENT CONTROLS
UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM
STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE
ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE.
CONSTRUCTION ENTRANCE (PCE) - 3.02
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.
CONSTRUCTION ROAD STABILIZATION (CRS) - 3.03
TEMPORARY STABILIZATION WITH STONE OF ACCESS ROADS, SUBDIVISION
STREETS, PARKING AREAS, AND OTHER TRAFFIC AREAS IMMEDIATELY AFTER
GRADING TO REDUCE EROSION CAUSED BY VEHICLES DURING WET WEATHER,
AND TO PREVENT HAVING TO REGRADE PERMANENT ROADBEDS BETWEEN
INITIAL GRADING AND FINAL STABILIZATION. STD. AND SPEC. 3.03.
SILT FENCE (SF) - 3.05
SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION
ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS.
INLET PROTECTION (IP) - 3.07
INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE
PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR
TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR
CURRENT GRADE CONDITIONS.
PERMANENT STABILIZATION
TEMPORARY SEEDING (TS) - 3.31
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 14
DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD
AND SPEC. 3.31.
PERMANENT SEEDING (PS) - 3.32
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.
MULCHING (MU) - 3.35
APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE
SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF
VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE
MOST EFFECTIVE.
GENERAL NOTES
1. 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.
2. 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.
3. 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.
4. 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.
5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING
EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE
START OF CONSTRUCTION.
6. 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.
EROSION & SEDIMENT CONTROL NOTES:
1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT
CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND
MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS
OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
AND VIRGINIA REGULATION 9VAC25-840-40.
2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK
PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK
PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND
ONE WEEK PRIOR TO FINAL INSPECTION. THIS REQUIREMENT CAN
BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING
AUTHORITY.
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 ONSITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT
LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE
CONTRACTOR SHALL SUBMIT A SUPPLEMENTRY EROSION AND
SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND
APPROVAL BY THE PLAN REVIEWING AUTHORTY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE PLAN REVIEWING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABALIZATION IS ACHEIVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO
AN APPROVED FILTERING DEVICE.
9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES PERIODICALY AND AFTER EACH RUN-OFF PRODUCING
STORM EVENT. ANY NECESSARY REPARIS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
SHALL BE MADE IMMEDIATELY.
10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE
PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE
WORK AREA AND WHERE SOIL IS STOCKPILED.
11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE
COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED
ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS
FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE
COVER AND COMPLETION OF FINAL STABILIZATION.
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.
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SWIM QUANTITY:
THIS DEVELOPMENT IS SUBJECT TO THE APPROVED STORMWATER
MANAGEMENT PLAN 5TH STREET COMMERCIAL DEVELOPMENT VSMP PLAN
DATED 05/03/2017 AND DESIGNED BY COLLINS ENGINEERING. SINCE THE
IMPERVIOUS AREA IS INCREASING BY 0.10 AC IN THIS DEVELOPMENT,
THE FLOW RATE WAS RECALCULATED AND THE OUTFALL CHANNEL WAS
ANALYZED TO ENSURE IT REMAINS NON -EROSIVE DURING THE 2-YR
STORM PER 9VAC25-870-66.B.1.o AND THAT THE 10-YR STORM IS
CONTAINED PER 9VAC25-870-66.C.2.a..
SWIM QUALITY:
STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65 THROUGH THE
PURCHASE OF NUTRIENT CREDITS AND DEDICATION OF OPEN SPACE PER
THE APPROVED STORMWATER MANAGEMENT. AN ADDITIONAL 0.18 LBS/YR
OF PHOSPHOROUS REMOVAL IS REQUIRED DUE TO THE INCREASE IN
IMPERVIOUS AREA. THIS WILL BE ACHIEVED BY PURCHASING NUTRIENT
CREDITS.
MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION
THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED
SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE
WORK BEGINS:
PHASE 1
1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO
LEAVING THE SITE.
2. INSTALL PERIMETER WIRE -SUPPORTED SILT FENCE AS SHOWN.
3. REMOVE EXISTING STORM STRUCTURES.
4. INSTALL CONSTRUCTION ROAD STABILIZATION STONE WITHIN LIMITS OF
DISTURBANCE.
5. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND
APPROVAL OF ALL E&S CONTROL MEASURES.
6. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING,
AND GRADING.
PHASE 2
1. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET
PROTECTION.
2. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING.
3. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS.
4. APPLY TEMPORARY SEEDING, MULCHING, AND PERMANENT SEEDING AS AREAS
ARE STABLILZED.
5. ONCE ALL AREAS ARE STABILIZED, CONTACT ALBEMARLE COUNTY FOR
INSPECTION PRIOR TO REMOVAL OF PERIMETER CONTROLS.
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. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS
OF THIS E&S CONTROL PLAN.
ENVIRONMENTAL CONTROLS
1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL
MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL
LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF
THE STATE AND IN INTERSTATE WATERS.
2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL 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 EMISSIONS 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.
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 7 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 established until a ground cover is achieve that, in the opinion
of the city 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 flow 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 outfoll
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 slopes 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 adequate 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.
10. 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.
13.CROSSING 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 bockfilling 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 construction 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 individual 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.
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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VSMP PLAN FOR
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SELF -STORAGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2023.03.14
REVISION:
FILE NO.
21.020
EROSION & SEDIMENT
CONTROL NARRATIVE
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SOIL EROSION & SEDIMENT CONTROL SYMBOLS
SYMBOL N0. TITLE
KEY
3.02 CONSTRUCTION ENTRANCE
PC
-X X X X - 3.05 SILT FENCE
SF
3.03 CONSTRUCTION ROAD STABILIZATION
CRS
3.07 INLET PROTECTION
IP
TS 3.31 TEMPORARY SEEDING
TS
3.32 PERMANENT SEEDING
PS
�7 3.35 MULCH
MU
3.39 DUST CONTROL
DC
- - ��- - - LIMITS OF DISTURBANCE
SEQUENCE OF CONSTRUCTION
PHASE 1
1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE
SITE.
2. INSTALL PERIMETER WIRE -SUPPORTED SILT FENCE AS SHOWN.
3. REMOVE EXISTING STORM STRUCTURES.
4. INSTALL CONSTRUCTION ROAD STABILIZATION STONE WITHIN LIMITS OF DISTURBANCE.
5.CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF
ALL E&S
CONTROL MEASURES.
6. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING.
N OTE:
SINCE THIS DEVELOPMENT IS APPROXIMATELY AT GRADE, PERMITER
WIRE -SUPPORTED SILT FENCE AND CONSTRUCTION ROAD STABILIZATION
STONE WILL PROVIDE SUFFICIENT EROSION & SEDIMENT CONTROL. PER
VESH 3.03, EXISTING GRADE DOES NOT EXCEED A SLOPE OF 4%. PER
VESCH 3.05 CONDITION 2, THE SIZE OF THE DRAINAGE AREA DOES NOT
EXCEED 0.25 AC FOR ANY 100 FOOT SEGMENT OF SILT FENCE.
- -
PORTIO
BOUNDARY TO BE VA ATED� 15 LF OF EX.'115" RC TBR /
EX. SDMH TBR
TOP NOT SET
NO ACCES
BW=385.30
/ y PORTION OF 20' AND VARIABLE WIDPOR
I PP// )
\ / ' PACSAO SE F APRIVATESEMENT / y DBS50 3APGL1NE 259EASEMENT /
\\ 1 I I DB PG 259
T TO BE VACATED
VACATED
LOT 2 TMP 076M1-00-00-00100
A PORTIOy OF \ k FTV INVESTMENTS LLC
\ \ I TMP 0760016 AC 0-055A DEED BOOK 4278 PAGE 243
/ \ ZONED: LI
TMP 07600-00-00-055CO I / I , EX. 15" PVC TBR
\ MORRIS CREEK YACHT CLUB INC / TOP=391.14'
TW=385_40
\ C/O THE OLYMPIA COMPANIES ` I i / I INV=382.04' / }/ \ BW-385.32 /�
\ DEED BOOK 1711 PAGE 424 \ /
\\ ZONED: HC I\� \\ I /�✓// �' / J\> /
\�� EX. SDMH TBR
TOP NOT SET
\ \ NO ACCESS
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
io
�f'IIV�~i
EX. SDMH TBR �', �� L No. 41
TOP=387.20'7 / TO AL DA TO SILT FENCE =
\ n 15" fVC INV=382.70' p� / AC
PORTION OF
\ /DA PITCHES FROM CENTER OF SI1E- . / 0 20' P ATE DRAINAGE gSEMENT
/ AND DOES NOT EXCEED 0.25 AC FOR �� DB - 13 9 S
} / TO BE VAC
=
4D / \ I I /
ANY 100 LF SEGMENT OF SF r } TW=389.49 � �� /
} r
� solL TYPE 22C3 / / / /� � / Q BW=385.40
/,--✓- -'11 USG B / / S
/�VSMP PLAN FOR
W= 8549 // // � /J � / � // /�
5TH STREET
+ 390\ // ' / \, ,� i / LANDING
---_- I ,/ / - - / SOIL TYPE95 cRs / }� t/I % / /_ II//�_� - SELF -STORAGE
USG B/D
/
ALBEMARLE COUNTY, VIRGINIA
BW=385.56 /
SUBMISSION:
2023.03.14
EX. 15" PVC TBR REVISION:
TOP-389.35' J I //
/ ( INV=382.55'
00, 810 LF OF PERIMTER
WIRE SUPPORTED
SILT FENCE / ew=3sssi
/ I
FILE NO.
TW=389.4 TW=389.67 / / / / J J
` /I I BW=384.74 TW=389.73
7 BW=385.67 /1\J/ 21.020
BW=385.66 TW=389.6.BW=385.69 BW=385.69 TW=389.73
BW=385.69 /
\ L � i / // Z// / // I / \ / �� TY 76\ //// / / // �� / // // EROSION & SEDIMENT
_ r'// /���� �/= _\ - USG CONTROL PLAN PH 1
--Nmw ..m��a / zo o /z -4o-- f1 / VV
///S ale: 1"=20' / /
Z
VARIABLE WIDTH PRIVATE GRESS\/EGREIS ACOi SS EASE j \\y\/
DB 4984/ P6 535
EX. STR. 16 SDMH
RIM: 3.70
\ \
1��CP5„PINV IN: 78
INVOUT: 378.80
\\
\ ( \ \\ \ \ Y - VARI BLE WIDTH PRIVATE \I GRESS/�RESS � - - -- - \ / � � / / / � / � /
\/ J ACCESS EASEM NT - _ _ - - -
DB 5013
\ \ \ \ \I \ I EX. /1)UMPSTER PAD
, X I
LOT 1
A PORTION OF
/
TMP 07600-00-00-055A /
20' ACSA \ \ \ \ \ \ \ -- 0.656 AC.
SEWER--EAF,,EMENT
DB 5013 PC,,259SSMH
FH
TOPL3439.35' \ \ \ \\ \\, /` WV
8" PVC INV=382.155' \ \\\\\ 1 \. WV /W/\ 3 ®o--WMx2
\ VARIABLE WIDTH PUB�C INGRESS/EGRESS \FESS \\ \ \ \ I\ WV 1,y\ i , ` ®
\ \ EASEM T \ \ \ \ \ \ \\ �/~W 3E.. CORP ST 20' AND VARIABLE WIDTH
\ \ DB 4984 PG 535 \ \ \ \ � bp' ACSA WV ACSA WATERLINE EA ENT
\ DB 4987 PG 105 \ \ \ \ \ INE EMENT - 4 W �f1.� PCE S DB 5013 PG 259
\ \ VARIABLE WIDTH PR4MATE INGRESS/EGRESS ACCESS EAS EMK N
DB 4@84 F+3�\ \ \ \ B,fCO i Pop .
SSMH k i, F-I'TF D T
TOP=390.9
v v \ \ V A v EW N W GV 8" PVC INV=383.6
s NEW °0 2
\ TERq/
TER 4 SEMENT
\ \ \ \\ /. N ,° 2 116.5 LF 15" HOPE
\ I <e
NEW FHA NE DI_
Z F �/
PIS, A
NEW FDC 8 �\ �W
6.00'
I / TW=389.52
\ \ \ I \ � I // BW=385.30
\ � 1
\ I / /NEW DI
1 \A3 i IP LOT 2
Om Ro 54 CF 6-A PORTION OF \
90 �Ro H P O116 AC.
TMP 0760O-O55A
/
20' PRIVATE DRAI
DB 5¢93
I/
/
EASEMENT
259
IMITS OF STURBAKE = 1:P8 AC
/ I
/
r
/
TMP 076M1-00-00-00100
FTV INVESTMENTS LLC
DEED BOOK 4278 PAGE 243
ZONED: LI
SOIL EROSION & SEDIMENT CONTROL SYMBOLS
SYMBOL N0.
TITLE
KEY
3.02
CONSTRUCTION ENTRANCE
PCE
-X -X -X -X - 3.05
SILT FENCE
SF
3.03
CONSTRUCTION ROAD STABILIZATION
CRS
® 3.07
INLET PROTECTION
IP
TS 3.31
TEMPORARY SEEDING
TS
3.32
PERMANENT SEEDING
PS
3.35
MULCH
MU
3.39
DUST CONTROL
DC
- - - - - - LIMITS OF DISTURBANCE
SEQUENCE OF
CONSTRUCTION
PHASE 2
1. AS STORM STRUCTURES ARE INSTALLED, PROVIDE INLET AND OUTLET PROTECTION.
2. BEGIN GRADING FOR ROAD, PAVED AREAS, AND BUILDING.
3. BRING AREAS TO GRADE AND STABILIZE SLOPES ALONG ROAD SHOULDERS.
4. APPLY TEMPORARY SEEDING, MULCHING, AND
PERMANENT SEEDING AS AREAS ARE
STABLILZED.
5. ONCE ALL AREAS ARE STABILIZED, CONTACT
ALBEMARLE COUNTY FOR INSPECTION
PRIOR TO
REMOVAL OF PERIMETER CONTROLS.
TMP 07600-00-00-055C0
\ MORRIS CREEK YACHT CLUB INC
\ C/O THE OLYMPIA COMPANIES ` I ! / �` \ TW-A85.32
\ DEED BOOK 1711 PAGE 424 \ I , / J A^ - o ew 85.32 /
\ ZONED: HC I V /
\ \ `/ ✓ / J
20.0 / r
ABW-385.33
\
SHIMP
ENGINEERING2.
LANDPLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
io
/ A \ o�
inr
L No. 4
209.2T \ NE -3B } �Tw=389.49 J / / J \ \ // I I I `�•�OIYAL
NBUILDING r BW=385.46
4 FLOORS / ,�
SD/ \ 26,180 SF/FLOOR
lJP 4 FFE 391.00 a905 B�
. T
VSMP PLAN FOR
�+ I
/ \ / / / / ` � } ✓ ` � / / � / / 1 / � / � I
� � a : ° / TW=389.51 /
3W=385.49 / / \ _
5TH STREET
° ° / IV / i _ �\i i \\ /�r LANDING
SELF -STORAGE
r _
\ JI I ALBEMARLE COUNTY, VIRGINIA
T-39.56W
I SUBMISSION:
/ r/ \ aQ� , �I //\- I 2023.03.14
149.2T /i I REVISION:
4 / / i / I /
BW=385.61
FILE NO.
L-389.4 TW=389.67 k / -
�/
BW=384.74 TW=389.67
TW=389.72 BW=385.67 I / / / / / 21.020
BW=385.66 BW=385.67
TW=389.73 TW-389.67
BW=385.69 BW=385.69 TW=389.73/l
EROSION & SEDIMENT
CONTROL PLAN PH 2
%Aww%Apmm NEW- c 9
///S ale: 1"=20' / /
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
Total Lbs.
Per Acre
Minimum Care Lawn
- Commercial or Residential
175-200 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
95-100%
- Improved Perennial Ryegrass
0-5%
- Kentucky Bluegrass
0-5%
High -Maintenance Lawn
200-2501bs.
- Kentucky 31 or Turf -Type Tall Fescue
100%
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop *
20 lbs.
150 lbs.
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop * 20 lbs.
- Crownvetch * * 20 lbs.
150 lbs.
* Use seasonal nurse crop in accordance with seeding dates as stated below:
February 16th through April ...................... Annual Rye
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 Lovegrass may be added to any slope
or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in
mixes.
1 PERMANENT SEEDING PS
C 10 Not To Scale
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
-QUICK REFERENCE FOR ALL REGIONS*
Rate
Planting Dates Species (lbs./acre)
Sept. 1 - Feb. 15 50150 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50- 100
Cereal (Winter) Rye
(Secale cereale)
Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100
(Lolium multi-florum)
May 1 - Aug 31 German Millet 50
(Setaria italica)
2::)TEMPORARY SEEDING (TS
C1 Q Not To Scale
TABLE 3.39-A
ADHESIVES USED FOR DUST CONTROL
Water
Application
Dilution
Type of
Rate
Adhesive
(Adhesive: Water)
Nozzle
Gallons/Acre
Anionic
Asphalt Emulsion
7:1
Coarse Spray 1,200
Latex Emulsion
12.5:1
Fine Spray
235
Resin in Water
4:1
Fine Spray
300
Acrylic Emulsion
(Non -Traffic) 7:1 Coarse Spray 450
Acrylic Emulsion
(Traffic) 3.5:1 Coarse Spray 350
3 DUST CONTROL DC
C1 0 Not To Scale
ORGANIC MULCH MATERIALS AND APPLICATION RATES
RATES:
MULCHES:
NOTES:
Per Acre
Per 1000 sq. ft.
Straw or Hay
12 - 2 tons
70 - 90 lbs.
Free from weeds and coarse
(Minimum 2
matter. Must be anchored.
tons for
Spread with mulch blower or
winter cover)
by hand.
Fiber Mulch
Minimum
35 lbs.
Do not use as mulch for
1500 lbs.
winter cover or during hot,
dry periods.* Apply as
slurry.
Corn Stalks
4 - 6 tons
185 - 275 lbs.
Cut or shredded in 4-6"
lengths. Air-dried. Do not
use in fine turf aeras. Apply
with mulch blower or by
hand.
Wood Chips
4 - 6 tons
185 - 275 lbs.
Free of coarse matter. Air-
dried. Treat with 12 lbs
nitrogen per ton. Do not
use in fine turf areas. Apply
with mulch blower, chip
handler, or by hand.
Bark Chips
50 - 70 cu.
1-2 cu. yds.
Free of coarse matter. Air -
or
yds.
dried. Do not use in fine
Shredded
turf areas. Apply with
Bark
mulch blower, chip handler,
or by hand.
* When fiber mulch is the only available mulch during periods when straw
should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft.
4 MULCHING MU
C1 � Not To Scale
GRAVEL CURB INLET SEDIMENT
FIL TER
GRAVEL FILTER*� �__1
RUNOFF WATER
69911JISIiw11
CONCRETE GUTTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE
SOURCE: VA. DSWC
6
C1 Not To Scale
PLATE 3.07-6
CONSTRUCTION OF A SILT FENCE
(WITH
WIRE S UPPOR T)
1. SET POSTS AND EXCAVATE A 4"X4"
2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
—1
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Sherwood & Iyant
5 SILT FENCE SF
C1 Q Not To Scale
Paved construction entrance for crosinn control nlans
SIO`L 70' MIN.—
CONSTRUCTION
ACCESS --3" SM-2A A_HALT TOP
/ COURSE EXISTING
% r ?� PAVEMENT
MIN, 21A AGGREGATE BASE
PROFILE
STONE 70' MIN.
CCNSIRUCIION ASPHALT PAVED
ACCESS— A WASHRACK
-=XISiT N =.
2% 2%pVFvl
^ 12% 12' MIN,*
t—POSITIVE DRAINAGE
*MUST EXTEND FULL WIDTH TO SEDIMENT
OF INGRESS AND EGRESS OPERATION TRAPPING DEVICE
PLAN
12' MIN.
SITIVE DRAINAGE
SEDIMENT
4PPING DEVICE
FILTGa CLC— IJ
SECTION A —A
A mininiurn water tap of 1 inch must be installed with a mininmmn 1 inch ballcock
shutoff valve supplying a wash hose with a diameter of L 5 inches for adequate
constant pressure. Wash water unlst be carried away from the entrance to an
approved settlhng area to remove sediment. All sedintennt shall be prevented from
entering stoma drains, ditches or watercourses.
PAVED WASH RACK
NO I
AVED CONSTRUCTION ENTRANCE (PCE)
Not To Scale
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
io
�� �
L No.45183
� � 1, �I�2��
0
`�� S�otvAL
VSMP PLAN FOR
5TH STREET
LANDING
SELF -STORAGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2023.03.14
REVISION:
FILE NO.
21.020
EROSION & SEDIMENT
CONTROL DETAILS
Q 01
POST -DEVELOPMENT NOTES: too'STr?CAM fi11f:F'T.R f�®'. Pi).�J� �I�LOiliT'l�A�' SCA>.E'1"=50'
a. THEGP.ADINGSHOWNREPRESENTSTHEPROPOSE_D F'2r1M tV0(i', tiR.FEK
CONTOURS ASSOCIATED WITH THIS VSMP PLAN. FROM APPROVED
z. THE PROPOSED DRAINAGE DIVIDES, BOTH IN LEVEL OF q ' •�
IMPERVIOUSNESS AND SIZE, REPRESENT THE FULL PLAN W P O 2 O 16 O O O 8 2
;- :� � �. air _
BUILDOUTOFTHIS PROJECT. THE STORMWATER QUANTITY •. " � y ,� SEE'CHANNELADEQUACT
AND DUALITY TREATMENT PROPOSED WITH THIS PLAN PLAN' ON THIS SHEET, &
REFLECT THIS FULL BUILDOUT, CALCULATIONS PACKET
3. A FINAL SITE PLAN IS REQUIRED FOR THE CONSTRUCTION �,��j Dr)A' -� - '- FOR CHAPIIVELADEOUAf_Y
OF THE PLAN CONCEPTUALLY SHOWN BELOW. AT THE TIMOF THE FINAL E
VERIFIED FOR TEPLAN'REVIEW TE PLAN WILL BE€N€RALS MPLrANHLYITtfT# IS MAP LAN. ® J \0K ( !��' r � -.100 YEAR F7_oODPLAIN,
�' - :`!. _ � ,'�? � I NIjING FINAL FI.ACF.MF:N I
or n! I , r1R C(fi ETION
c : "Y" i.-yt,/ f■ '�N' 1 -r0' 'vIITI! Al1Ual, LINE FERMI
MQf. ;; (.REEK, MIIIGATION'.1.11�1F:.
1 v
�)"'• P. A; SHOWN ON `;P 2001 000f)3:
,,..� AND APPROVEO BY THE
'-;�'� �+♦, • -� r, v'• - �°,- t AlJitMARIF COUNTY FJ0
j
Ab
1 \ ' \
- s(e y � fir.
�\
� lllll�M�Ilr�r�rr�gh���' ;
1F J
0
O
!
F
ft
ft
°Y / ��t .�,� - l 1 $, 7• / ! @ °moo C ..
00
f0I�` 0100
POSED UPGRADE
Tl GSTORM ;'EWER. t�'.. / ''' '' ✓ ® /
® 1 v rd
♦ , 47 0ROPOSFJ?,B8T
EXISTING FEMA A% - ! /t.
! ♦ / . ; r , A�MANAGEPQ6td1"PRACTIfF_OF 7
FL00 F ARN ! �' i/ FQK4 t&OPEN SPAC€ /_// - / r, ,/
6AS%NIENT5. SEF THIS SHEET , r r
FOR FUi I DEPICTION OF ESM'r.
HOLIDAY INN
4Wi Cr J
X
�. ) ............. ...
4% (d
Cf
d •/ d
f.A ,IIMc .FEIMA ! .
I.IJJODWAY
Post -Development DA A &. B Impervious Area Summady iJ
(For Final Buiklout Water Cluartti Cak:ulatiords a
[Con
uildings 27500sf
crete Skfewalks & DulilpsterPad 6,7.z5sferviousPavers4,700far king Lot Asphalt&Curb 66,470 sf f
Total = 104,835 sr
CN FOR WPO 201600082
Forest/Open Space -_ undisturbed, protected
forest/open space or reforested land
Managed Turf -- disturbed, graded for yards or other
turf to be mowed/managed
Impervious Cover
° r a°. ,.....e a :•a r; :. a o°m a-, J
r °,
r.
1OO' STREAM BUFFER FROM BISCUIT RU --- _
PROPOSED GREENWAY EASEMENT AREA 'NO _
DISTURBANCE AREA, BASED ON SP 2007-0006: ` - - --
A Soils
8 Soils
C Soils
D Soils
a (acres)
0.00
30
0100
55
0.00
70
0.00
77
CN
a (acres)
0.00
39
0.84
G1
0,00
74
0.00
80
CN
a (acres)
0,00
1 98
2.41
98
0.00,
98
0.00_
98
CN
CN(D.A. CI
- 88
Total Area (acres): 3.25
Runoff Reduction
STORMWATER COMPLIANCE WITH APPROVED COMMON PLAN OF DEVELOPMENT
THIS DEVELOPMENT IS PART OF THE 5TH STREET COMMERCIAL DEVELOPMENT VSMP PLAN, WPO 201600082, DATED
5/3/17 AND APPROVED ON 9/1/17. PER THE STORMWATER NARRATIVE IN THE APPROVED VSMP PLAN, THIS SITE IS
COMPLIANT WITH IIC STORMWATER REGULATIONS AND MEETS CHANNEL PROTECTION REQUIREMENTS SET FORTH IN
9VAC25-870-66.B.1.a AND B.4.a AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9VAC25-870-66.C.2.a AND C.3.a.
THIS DEVELOPMENT IS WITHIN DRAINAGE AREAS A&B AS SHOWN IN THE APPROVED PLAN, WHICH IS DESIGNED FOR A
POST -DEVELOPMENT CN OF 88.3 AND A TOTAL IMPERVIOUS AREA OF 2.41 AC. THE APPROVED MINOR SITE PLAN
AMENDMENT IN SDP201900045 INCREASED THE TOTAL IMPERVIOUS AREA TO 1.62 AC WHICH LEAVES 0.79 AC OF
IMPERVIOUS SURFACE FOR THIS DEVELOPMENT. THE 5TH STREET LANDING SELF STORAGE DEVELOPMENT PROPOSES
A TOTAL IMPERVIOUS AREA OF 0.89 AC. PER THE STORMWATER CALCULATIONS, THE SITE IS STILL COMPLIANT WITH
THE ABOVE REFERENCED CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS
THE APPROVED STORMWATER PLAN ROUTS ALL RUNOFF THROUGH STORM STRUCTURES TO AN ARMORED SPILLWAY
THAT DISCHARGES INTO MOORE'S CREEK. PER THE DRAINAGE AREA MAP INCLUDED ON SHEET C10, ALL IMPERVIOUS
SURFACES ARE ROUTED TO STORM STRUCTURES WHICH CONNECT TO AN EXISTING STRUCTURE AND DISCHARGES AT
THE DESIGNED LOCATION.
^`• �\
1
,,. 10 kIA HTY■N!1
ie 11dIA
r
L✓F8 ILDI 392E A & I
1
fi
r '
r!
d1\
I
R�
♦ �
; /// /
/
1 DRAINAGE AREAS FOR SDP 201900045
-50 SCALE: 1" = 50'
FROM APPROVED
PLAN SDP201900045
/
/
,
'♦
1
1 '
9
awr
CN FOR SDP 201900045
A Soils
B soils
C Soils
Forest/Open Space -- undisturbed, protected
forest/open space or reforested land
Area (acres)
0,00
30
0.00
'r5
b,00
/0
CN
Managed Turf -- disturbed, graded for yards or other
turf to be mowed/managed
Area acres
0.00
39
L,613
61
0,00
74
CN
Impervious Cover
Area (acres)
Q:00
98
1.62
98
0.00
98
CN
1-year storm 2-year storm 10-year storm
RVDeveloPed (Watershed -inch) with no Runoff Reduction"'� 1,22 1./1 3:30
RVDeveloPed (watershed -inch) with Runoff Reduction* 1.22 1. 11 d.30
Adjusted CN* 79 /9 79
\N�
PHASE 2
MANAGED TURF
D Soils Total Area (acres): 3.2.r3
0.00 Runoff Reduction
71 Volume ft' : 0
0:00
sa
o.00
98
CNIDA_.e
79
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
io
HRVIP
[ L N—..4.f5183
Q�
OA
A
�` SkAVAy
VSMP PLAN FOR
5TH STREET
LANDING
SELF -STORAGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2023.03.14
REVISION:
FILE NO.
21.020
STORMWATER PLAN &
DRAINAGE AREA MAPS
C 11
Ixv vxOmwnunon xeeu['Iwn memo. xewuemopmem ci
U2011 BMP 3tancaN, And SAe MaAda-
OW13 Draft BMP 3petB 1-
prop. Name'
1
$LIT Street Landing RH 3t.raga
Date:
1/30/2023
B.wg.e,y. sPedfxmr.m n,r.
Site Information
Project (Treatment Volume and Loads)
TP Load
rmRlOwn spa my.r Laval
0 w
Wg0MIM(ka-0
Add
%FORWd
P%
M.rymTurfmyarl�l
O.w
WapMtl M(Nfl
Aw
%ManyMTul
0%
ImpvNOwf rlc®I
0.10
MllmpeM e)
A95
%Imwn'lia
100%
sre urea laau)
a10
stets
..9
ow
am
A1B
a1B
RuroIICeBMOYMa1RB1
llblb
0r
cub
1 ow.
,oreu/olmslta
OA2
OA3
0.00
0.05
e.
0.a5
0.ID
0.22
019
C
erv�ousf.vtt
Imp5
A9
ATi
0.95
0.95
nee alum.
rpoe
OOYlaa
hl
m
rentVnI, (,,bi,fW)
3as
TP loatl lib/yr)
0.33
TN leatl Bb/yr
1.55
Site Results (Water Quality Compliance)
Area checks
DAA
DAB
D.A.0
DA0
U.AE
ARUCHECK
F0REa1r/0KNSPM(x)
0.00
0.00
ODO
0.00
0.00
OK.
IMPERVIOUS COVER (ac)
0'00
0.00
0.00
Oa0
0.00
OK.
IMPERVIOUS COVER TREATED Jac)
0.00
0.00
0.00
0.00
0.00
ON.
WIVAGEDTURFARFA(a)
OM
0,00
DDO
D.oD
0.00
OK.
MANAGEDIDRFAREAINEATED (a)
000
000
000
000
Coo
OK
AREA OEM
OK.
OK.
OK.
OK.
OK.
Site Treatment Volume(R3)
345
Runoff Reduction Volume and TP By Drainage Area
D.A A D.A B
O.A C
O.A O D.A. E
TOTAL
'
MINOFF REDUCTION VOLUME ACNIEV*jib/
TO LORD AVNLARIE FOR REMOVAL
0.00
0.00
0.00 0.00
0.00
RLOMREOAIwNACHIEVED
0.00
000
0.DO 0.00
0.00V
LOAD REMAINING
0.00
000
0.00 0.00
0.00
NTTROGENIOADREDUCTIONACHIM0
0.00
0.00
0.00
0.w
0.00Total
Phosph
NNAL FOST-0FVEIOPMENTT lOAO (Ib/yt/
D.21
1P TOAD REDUCTION REQUIRED Ib/yr)
0.18
TPLOM REWCTgN ACHIEVED (Ib/W
DOW
1? LOAD REMONING (1b/yrl:
0.22
RENMNINGTP LOAD REDUCTION REWIRED (Ib/yr):
0.18
Total Nitrogen (For Information Purposes)
POSE -DEVELOPMENT LOAD (Ib/ W I
1.33
NrMoGENMDRE000110NACNIEVED (Ib/W
am
REMAINING POSr-0EVEEOPMFNTNIrRIXiFN LOAD Pb/W)1
1.33
rt)'ir-Ot VlV7MNl NV1ti / V -�-�
In"IrKa xfs n tivamh ivwFprLAu
[ ryNl l%F1 MSUCIA1R111MIM MS YSMP RlA4 00
MEIVIOAM TH1 P%U*1T, RETPF.SEM hIM
4»INllrl � /Hn 1%I.ircn. the ntI1MNA1laOWNTrfP ,
AND r/NAV MAIMltt f4NIPt SED VrtH tNISLUH - i . �•'
IIEft ECT IM"AL OU{DOV'. .rl,'p�`
I APNN •11FE�A►R►Frlllrr/fLEt7[1M rprstRUr1NrN
Of iHEN Ndi(1f/U1.1UAllySHfAYpal40NP. A11tA IY
(It rm1 WAAL SiT\P(AV'lmvowlwk PANIVAt K
MPIrLF]RCrRNmmco M•1*kuwmiTm%"PJ"AlL 4,rt'„`��`�I-aC�•, 1� r�:1.•
r �,J
S
aiaal}aa{aII11IIRg{a{gA{a/• � I• y ``+
n/ _Ia4M1n
ee, \ I' I r
rNl ,4, -
REVISED DA A & B
�a 101 AL AREA = 3.35 AC
IMPFRVIOUS AREA - 2-51 AC
� y r
JF� FNgY1J4 gS.Arl TrI
C r
DRSiialfl rfYA-� J,'(• r_
% AH
IQD TE
TLOODfLAN� / .. ,
ga
IQIWyIIh 41,
IS
�••• 1 -
R1M Deu!NIprRMa W A 11 a hIRrNMsIIe Fwa llLsaaty � �J
(for fRvl eJWgg WMRrOrlll!v C%R tNlilm) �.. .( �/.,
(-onfrrrti Sidewalk a llumpsr-r Pad 4,Itsv -4'- - -
h+aw.A P►%"1 AIM if If .
l Nlr lul Ay1uR 61 .,E. GIL410 sf - -
lowl •• IMAM Et -
OF 0
-�' r[ �S7.OEI�COPMfM rlu'r••ey
ICFCf'// r• PLMMWh♦.'.fFiClra
i•�� �/ fA1,ttAAf10N•eeKlrti
10a L:IArata i AfAT)IMC V
B
Ito TEAR F1r/ODFLAaf•
•wi.r A*r LlmfA. PLA(FutN 1
-e'er OF r'NJ rise ODIIl'triNri
` nF-)rate
:; t (
b
PROPOSED f
/ BUILDING LAYOUT
tT
;r
l
f
♦ r t
t
( I
A
t0D' 1,1*..AV &WEP FRUd U'ACUT
P11o110 iO UTANWAV LAL%D UT AR£A I'NO
DrSYLPOARM AKA. &ASEII (IN IF 900T- 3.1IWr.8A5E➢ (IN SP T00T 1:A_Y�
STORMWATER MANAGEMENT NARRATIVE
I
I
i1
/r
I
I•
j�
intA
nt1D0a'n•
I
ADDITIONAL IMPERVIOUS
AREA = 0.10 AC
THIS DEVELOPMENT PROPOSES AN ADDITIONAL 0.10 AC OF
IMPERVIOUS AREA TO DA A & B. CALCULATIONS WERE PERFORMED
WHICH DEMONSTRATE THAT THE EXISTING CHANNEL,
CONSTRUCTED BASED ON THE APPROVED STORMWATER PLAN IN
WP0201600082, IS NONEROSIVE DURING THE 2-YR STORM,
REMAINING COMPLIANT WITH CHANNEL PROTECTION
REQUIREMENTS IN 9VAC25-870-66.B.1.A AND BA.a.
ADDITIONALLY, THE EXISTING CHANNEL REMAINS COMPLIANT WITH
FLOOD PROTECTION REQUIREMENTS IN 9VAC25-870-66.C.2.a AND
C.3.a. THE 10-YR DESIGN STORM IS CONTAINED WITHIN THE
CHANNEL.
WATER QUALITY FOR THE ADDITIONAL IMPERVIOUS AREA IS
PROVIDED THROUGH THE PURCHASE OF NUTRIENT CREDITS. THE
0.10 AC INCREASE REQUIRES 0.18 LB/YR OF TP LOAD REMOVAL.
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
vJtl �SHIMP �
r�c/N 45183
At
a``ss a
VSMP PLAN FOR
5TH STREET
LANDING
SELF -STORAGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2023.03.14
REVISION:
FILE NO.
21.020
STORMWATER PLAN &
DRAINAGE AREA MAPS
C11