HomeMy WebLinkAboutWPO202100011 Plan - VSMP 2021-06-24U
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PROJECT CONTACT LIST
APPLICANT/DEVELOPER
GREEN CLEAN AUTO WASH, LLC
5215 COLLEY AVENUE, SUITE 109
NORFOLK VA 23508
CONTACT: CRAIG VAN BREMEN
EMAIL: CRAIG@GCAWEXPRESS.COM
TEL: (757) 460-8360
OWNER
GUARANTY BANK C/O W ROD GENTRY,
UNION BANK, AND TR
4355 INNSLAKE DRIVE
GLEN ALLEN, VA 23060
CIVIL ENGINEER
Kimley»>Horn
KIMLEY—HORN AND ASSOCIATES, INC.
1700 WILLOW LAWN DRIVE, SUITE 200
RICHMOND, VA 23230
TEL: (804) 673-3882
CONTACT: RYAN PERKINS, P.E.
EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM
ARCHITECT
SBA STUDIOS, LLC
1565 DALE FORD ROAD
DELAWARE, OH 43015
TEL: (440) 476-8539
CONTACT: KEVIN CIESZYKOWSKI
EMAIL: KEVINC@SBA—STUDIOS.COM
SURVEYOR
JENNINGSTEPHENSON P.C.
LAND SURVEYORS
& PLANNERS W+
JENNING STEPHENSON, P.C.
10160 STAPLES MILL ROAD SUITE 103
GLEN ALLEN, VA 23060
TEL: (804) 545-6235
CONTACT: KENNETH R. BLAYLOCK JR.
MISS UTILITY OF VIRGINIA
CALL BEFORE YOU DIG
811
PLANNING/ZONING
PLANNING COMMISSION
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
TEL: (804) 677-0463
CONTACT: COREY CLAYBORNE
FIRE MARSHAL
DEPARTMENT OF FIRE RESCUE
460 STAGECOACH ROAD
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-5833
CONTACT: SHAWN MADDOX
ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN
SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE
OFFICIAL CONSTRUCTION PLANS.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED
ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN
AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO
KIMLEY-HORN AND ASSOCIATES, INC.
VICINITY MAP
VSMP PLAN FOR
ALBEMARLE, VIRGINIA
RIVANNA MAGISTERIAL DISTRICT
'q i ROJECT LOCATION
///I _TUNE PARK ROAD
STATE ROUTE 1722
VICINITY MAP
SCALE1 " = 500'
ov;
i
SHEET INDEX
SHEET NUMBER
SHEET TITLE
CA-100
COVER SHEET
CA-101
GEN ERAL NOTES
CV-101
EXISTING CONDITIONS
CV-102
DEMOLITION PLAN
CE-100
INTERIM EROSION AND SEDIMENTCONTROL PLAN
AND PPP EXHIBIT
CE-101
EROSION AND SEDIMENTCONTROL PLAN
CE-501
EROSION AND SEDIMENT CONTROL NOTES AN D
NARRATIVE
CE-502
EROSION AND SEDIMENT CONTROL DETAILS
CS-101
SITE PLAN
CS-501
SITE DETAILS
CS-502
SITE DETAILS
CG-101
GRADING PLAN
CG-102
DRAINAGE MAP
CG-103
STORMWATER QUALITYAND QUANTITY PLAN
CG-201
STORMWATER PROFILES
CG-202
STORMWATER CALCULATIONS & DETAILS
CP-101
PLANTING PLAN
CP-501
PLANTING NOTES AND DETAILS
TOTAL NUMBER OF SHEETS: 18
APPROVED
by the Albemarle County
Community Developpment Department
Date 6/24/21
PROJECT DATA
WP0202100011
LLJ
SITE STATISTICS
PARCELID:
046B4-00-00-001D0
SITE ADDRESS:
3290 WORTH CROSSING
ZONED:
HIGHWAY COMMERCIAL
MAGISTERIAL DISTRICT:
RIVANNA
APPLICABLE OVERLAY DISTRICTS:
ENTRANCE CORRIDOR
AIRPORT IMPACT AREA
STEEP SLOPES -MANAGED
EXISTING USE:
COMMERCIAL
PROPOSED USE:
CAR WASH
BUILDING SIZE:
3,700 sf
BUILDING HEIGHT:
22' 4"
TOTAL SITE AREA:
1.08 AC.
TOTAL DISTURBED AREA:
0.79 AC.
TOTAL IMPERVIOUS COVER:
0.51 AC. (47%)
OPEN SPACE:
0.57AC. (53%)
STEEP SLOPES:
EXISTING LANDSCAPING TO REMAIN; NO DISTURBANCE PROPOSED
FLOOD ZONE:
THIS PROPERTY APPEARSTO LIE IN FLOOD ZONE "X"
AS SHOWN ON THE FLOOD INSURANCE RATE MAP,
MAP COMMUNITY - PANEL NUMBER 51003CO140D
EFFECTIVE DATE: FEBRUARY 4, 2005
WATER:
ACSA
SEWER:
ACSA
SOURCE OF TOPOGRAPHY:
TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON,
P.C. ON OCTOBER 15, 2020
DATUM:
HORIZONTAL CONTROL BASED UPON VIRGINIASTATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NAD 1983
THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988
LATITUDE:
38742"N
LONGITUDE:
78'26'19"W
RECEIVING WATER(S):
SOUTH FORK RIVANNA RIVER
VAHU6CODE:
JR08
BUILDING SETBACKS
FRONT:
10' (SEMINOLE TRAIL)
FRONT:
10' (WORTH CROSSING)
FRONT:
10' (FORTUNE PARK ROAD)
SIDE:
0'
PARKING SCHEDULE
PARKING PROVIDED: 19 SPACES
HANDICAP SPACES PROVIDED: 1 SPACE
TRAFFIC DATA
AM PEAK HOUR TRIP (ENTER/EXIT) N/A
PM PEAK HOUR TRIP (ENTER/EXIT) 29/28
VEHICLE TRIPS PER WEEKDAY 59
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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SHEET NUMBER
CA-100
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CONSTRUCTION STANDARDS
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE
DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND,
UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING
REFERENCE DOCUMENTS:
A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS
B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS
C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE
SPECIFICATIONS
D. VDOT ROAD AND BRIDGE STANDARDS
E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
F. VIRGINIA WORK AREA PROTECTION MANUAL.
G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH)
H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS
CONSTRUCTION NOTES
1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL
CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL
APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES
DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION
DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND
SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF
CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION.
FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE
OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED
BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED.
ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN
ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES
ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES
WITHIN THE PROJECT SITE.
6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE
DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT
SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION
AT THE EXPENSE OF THE CONTRACTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY
PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING
CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION.
B. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY
WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO
CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE.
9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN
ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5%
AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP
RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN
STANDARDS.
10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM
THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER.
11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT
LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED
AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED
WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW
SURFACE COURSE.
12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT
AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF
CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW
PRODUCTS.
13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC.
AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS
PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE
CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE
INHIBITED BY ANY OTHER SITE FEATURES.
14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION
OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR
DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND
NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR
WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE
AFFECTED ITEM.
15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION
SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS
AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT
BUILDING UTILITY LOCATIONS.
17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE
NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH
DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF
ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT
THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE
CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH
COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES,
COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.
18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR
EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE
BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS
INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE.
19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE
APPLICABLE BY THE CONTRACTOR.
20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER
DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND
SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN
HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO
PUBLIC SAFETY.
DEMOLITION / LAND DISTURBANCE NOTES
1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO:
A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED
ON SITE AND AVAILABLE FOR REVIEW.
B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE
PROTECTION MEASURES PRIOR TO SITE DISTURBANCE.
C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING,
BUT NOT LIMITED TO GAS WATER ELECTRIC SANITARY AND STORM SEWER TELEPHONE
CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR
SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY
NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES.
D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR
THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION
THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED
IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS.
E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES
REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO
MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.
2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE
SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A
SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC
AND CONTRACTOR SAFETY.
3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT,
SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE
REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE
TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES.
4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,
DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE
LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.
5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN
CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND
LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF
- WAY.
6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE
RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY.
7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN
ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE,
ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY
THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO
THEIR "PRE -DEMOLITION" CONDITION.
8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH
A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME.
9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE
REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE
TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO
PROVIDE A SAFE WORK SITE.
10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE)
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE
CODES.
DRAINAGE / STORMWATER NOTES
1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS
AT THE LAST STAGES OF CONSTRUCTION.
2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH
SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF
ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM
DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE
CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER
- 1" SIZE "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR
SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED
UNLESS OTHERWISE NOTED.
3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE
DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED
BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER
DRAINAGE ITEMS.
4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE
AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR
PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END
SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY.
5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE.
6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN
RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE
ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION.
7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED
BY APPLICABLE AUTHORITY.
8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW
PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND.
10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT
FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND
BE INSTALLED ACCORDINGLY.
12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR
SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL
ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF.
CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE
DISCOVERED.
UTILITY NOTES
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN
IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE
PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY
DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE
OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN
TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY
REQUIREMENTS.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND
ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS,
AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE
ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES SERVICES WITH
THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE
ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET AS WELL AS
COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING
UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE
NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE.
4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS
NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT
IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804)
673-3882.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN
PLACE.
6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL
UTILITIES (UNLESS OTHERWISE NOTED).
7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH
THE UNIFORM STATEWIDE BUILDING CODE.
8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE
SIGNS AND MARKINGS.
9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING.
10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO
INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION
CONDUITS.
11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS
AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT
EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY
TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT
TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH
ALL APPLICABLE STANDARDS.
TRAFFIC CONTROL NOTES
1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT
ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE
STANDARDS.
2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY
OF ADJACENT ROADWAYS.
3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC
CONTROL PLAN.
BUILDING INSPECTION NOTES:
1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED
IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON
PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
3. 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 AT 540-562-3580 X131.
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CURVE
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133.38
325.00
23'30'53"
1 67.64
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132.45
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47.22
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56.24
C3
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35.00
1 75'31'49"
1 27.11
NO3-38'51"E
42.87
LOCATION OF "STEEP SLOPES -MANAGED"
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FIRST CITIZENS BANK & TRUST COMPANY
ADDRESS: 1815 FORTUNE PARK ROAD
PARCEL ID: 046B4-00-00-001D1
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LEGEND
a DECIDUOUS TREE
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• BOLLARD
HANDICAP PARKING/RAMP
BENCHMARK
® CLEANOUT
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AC HVAC UNIT
EV ELECTRIC VAULT
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ALTA/NSPS LAND TITLL' SURVEY OF
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k SOUTH LIME OF SL'WMOLE TRAIL
KENNETH R. BLAYLOCK, 1R.Z
Lic. NO. 2833 '-
RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRGINIA
DATE. DECEMBER 17, 2020 SCALE. 1" = 20'
JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD
SUITE 103
GLEN ALLEN, VA 23060
w PHONE -804-545-6235
LAND SURVEYORS FAX- 804-545-6259
& PLANNERS J.N. 20-667
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2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS
FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE
AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A
MINIMUM ONCE PER DAY.
3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED
TO PROPOSED GRADE.
4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO
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STRUCTURES, AND BUILDING UTILITIES.
7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND
VALVES WILL BE FLUSHED TO GRADE.
8. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS
o
TO BE REMOVED.
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9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS.
LEGEND:
UTILITIES TO BE REMOVED -/////////-
II LIMITS OF DISTURBANCE = I I
GRAPHIC SCALE IN FEET
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CONCRETE WASHOUT
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CONCRETE WASHOUT AND CONSTRUCTION ENTRANCE. CONTRACTOR TO
CONTACT ALBEMARLE COUNTY SERVICE AUTHORITY.
VIRGINIA UNIFORM CODING SYSTEM FOR
EROSION AND SEDIMENT CONTROL
STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY
3.02 CONSTRUCTION ENTRANCE CE 1 EA.
3.05 SILT FENCE SF X — X — X El 180 LF
3.07 INLET PROTECTION IP 0 4 EA.
3.31 TEMPORARY SEEDING TS TS 0.79 AC.
3.38 TREE PROTECTION O TP TP 670 LF
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PROBABLE CONSTRUCTION SEQUENCE
1. SCHEDULE A PRE -CONSTRUCTION MEETING TO BE HELD AT THE
ALBEMARLE COUNTY OFFICE BUILDING. THE OWNER MUST GIVE THE
COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE
THE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND
DISTURBANCE PERMIT. THE CERTIFIED LAND DISTURBER MUST ATTEND
THE MEETING.
2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTY
ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION
MEETING.
3. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT
CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS
BEFORE BEGINNING PROPOSED IMPROVEMENTS.
4. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING
POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO
REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION.
5. INSTALL STORM SEWER AND INLET PROTECTION AND BEGIN
INSTALLATION OF UTILITIES.
6. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND
DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE
AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN
NEWLY GRADED AREAS.
7. CONSTRUCT PROPOSED GREEN CLEAN BUILDING.
8. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY
STABILIZE ON -SITE IMPROVEMENTS.
9. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE
IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN
BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR
FOR THE SITE.
10. INSTALL FINAL LANDSCAPING AND PLANTINGS.
11. SITE CLEANUP/DEMOBILIZATION.
NOTES
1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE
REQUIRED AT THE DIRECTION OF THE COUNTY EROSION CONTROL
INSPECTOR.
2. IT IS ANTICIPATED THAT APPROXIMATELY 900 CY OF CUT MATERIAL
WILL NEED TO BE EXPORTED TO A PERMITTED SITE AND WILL NEED TO
BE REPORTED TO COUNTY INSPECTOR AND INCLUDED IN THE SWPPP.
VIRGINIA UNIFORM CODING SYSTEM FOR
EROSION AND SEDIMENT CONTROL
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3.02 CONSTRUCTION EIS
1 EA.
3.05 SILT FENCE SF X X - X 180 LF
3.07 INLET PROTECTION IP
3.32 PERMANENT SEEDING Is
PS 0.35 AC.
3.38 TREE PROTECTION O TP TP El 670 LF
LIMITS OF DISTURBANCE 0.79 AC.
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PROJECT DESCRIPTION
THIS PLAN CONSISTS OF IMPROVEMENTS ASSOCIATED WITH A NEW GREEN CLEAN CAR WASH TO BE LOCATED AT 3290 WORTH
CROSSING IN ALBEMARLE COUNTY, VA. THE SITE AREA IS 1.08 ACRES WITH AN ULTIMATE LIMITS OF DISTURBANCE AS 0.79
ACRES.
PROPOSED IMPROVEMENTS INCLUDE A NEW 3,700 SF BUILDING AND ASSOCIATED DRIVE AISLES, PARKING AREAS, CURBING,
WATER AND SEWER SYSTEMS, AND STORM DRAINAGE SYSTEMS. SITE WORK INCLUDES DEMOLITION OF AN EXISTING BUILDING
AND ASSOCIATED PARKING LOT, UPDATES TO EXISTING DRAINAGE NETWORK, CLEARING AND GRADING, UTILITY INSTALLATIONS,
PAVING AND LANDSCAPING.
EXISTING SITE CONDITIONS
CURRENTLY, THE SITE IS AN EXISTING BANK WITH ADJOINING PARKING LOT, RESULTING IN MOSTLY IMPERVIOUS AREAS. THE
SITE AREA ASSOCIATED WITH THIS PLAN INCLUDES EXISTING ELEVATIONS RANGING FROM APPROXIMATELY 521 FEET TO 514
FEET. CURRENTLY THE MAJORITY OF THE SITE DRAINS TOWARDS THE INTERSECTION OF FORTUNE PARK ROAD AND WORTH
CROSSING TO THE SOUTHERN CORNER OF THE SITE. THIS SITE OUTFALLS TO AN EXISTING INLET AT THAT INTERSECTION AND
THE EXISTING STORMWATER CONVEYANCE SYSTEM CONTINUES DOWNSTREAM ACROSS FORTUNE PARK ROAD.
ADJACENT AREAS
THE SUBJECT SITE IS BORDERED BY WORTH CROSSING TO THE SOUTHWEST, FORTUNE
PARK ROAD TO THE SOUTHEAST,
SEMINOLE TRAIL TO THE NORTHWEST, AND AN EXISTING BANK TO THE NORTHEAST.
OFF —SITE AREAS
OFF —SITE DISTURBANCE INCLUDES UTILITY CONNECTIONS AND INSTALLATION OF A PROPOSED SIDEWALK WITHIN THE
RIGHT—OF—WAY.
SOILS
ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE MAP THE SOILS ON
SITE ARE CLASSIFIED AS:
MAP UNIT: 27B — ELIOAK LOAM, 2-7%, HYDROLOGIC GROUP B
MAP UNIT: 34D — GLENELG LOAM, 15-25%, HYDROLOGIC GROUP B
MAP UNIT: 88 — UDORTHENTS, LOAMY, 2-25%
FOR MORE DETAILED SOILS INFORMATION, SEE THE FINAL GEOTECHNICAL REPORT.
CRITICAL AREAS
THERE ARE NO WETLANDS, WATERS OF THE US, OR FLOODPLAINS DISTURBED WITH THE CONSTRUCTION OF THIS SITE. A
PORTION OF MANAGED STEEP SLOPES EXIST TOWARDS THE NORTHWEST OF THE SITE
NEAR SEMINOLE TRAIL, AS SHOWN ON
CV-101. THE MANAGED STEEP SLOPES WILL NOT BE DISTURBED.
PERMANENT STABILIZATION
PERMANENT STABILIZATION SHALL BE PROVIDED BY THE SITE CONTRACTOR AND WILL
BE ACHIEVED WITH SEEDING OR
SODDING AS SHOWN ON THE LANDSCAPING PLAN SHEET FOR ALL VEGETATED AREAS.
CONCRETE, PAVEMENT, AND OTHER
IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE.
SOIL STOCKPILE NOTE
NO SOIL STOCKPILES ARE ANTICIPATED FOR THIS PROJECT.
EROSION CONTROL MEASURES
THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL
BE USED FOR THIS PROJECT:
3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE — A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER WILL BE
PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS PRACTICE IS TO REDUCE THE AMOUNT OF
MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN
A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND
REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR
TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER
TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY
CIRCUMSTANCES.
3.05 SILT FENCE — A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND
ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE SITE PERIMETER AND
PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT
FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT
FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT
FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY THE FABRIC SHALL
BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED
WHEN DEPOSITS REACH APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE,
PREPARED AND SEEDED.
3.07 STORM DRAIN INLET PROTECTION — A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN
DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF DISTURBANCE. THE PURPOSE
OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT
STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS
NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE
AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED
WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
3.31 TEMPORARY SEEDING — THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING
WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED AREAS THAT WILL NOT BE
BROUGHT TO FINAL GRADE WITHIN 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN LONGER THAN 14 DAYS AS PER MS-1. THE PURPOSE OF THIS
PRACTICE IS TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR
OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED.
3.32 PERMANENT SEEDING — THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING
SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE APPLIED TO DENUDED
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO REDUCE
EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A
MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT
MATERIALS.
3.38 TREE PROTECTION: PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING
AND CONSTRUCTION ACTIVITY. ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION
AND SEDIMENT CONTROL WATERSHED PROTECTION LANDSCAPE BEAUTIFICATION DUST AND POLLUTION CONTROL NOISE
REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO
URBAN —TYPE USES.
MAINTENANCE
BETWEEN THE TIME THE EROSION CONTROL PLAN IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL
DISTURBED AREAS AND EROSION CONTROLS MUST BE INSPECTED NOT LESS THAN ONCE EVERY SEVEN (7) CALENDAR DAYS
AND WITHIN FORTY—EIGHT (48) HOURS FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT.
EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT
INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION, EACH INSPECTOR MUST EVALUATE OVERALL EROSION CONTROL
SYSTEM PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE
CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES.
• LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF —SITE SEDIMENT
TRACKING. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS
ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON
VEHICLES. SEDIMENT TRACKED ONTO PUBLIC ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND
RE —DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE RELEASE POTENTIAL.
• SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO
PROVIDE ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON
THE UP SLOPE SIDE OF THE BARRIER. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED.
• INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO
RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY,
THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE
BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS.
• GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS
ACHIEVED FINAL STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE
EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT
CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND
WILL INHIBIT EROSION.
• ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN
PREVENTING IMPACTS TO RECEIVING WATERS.
BASED UPON THE RESULTS OF THE INSPECTIONS, EACH EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REPAIRED
AND/OR MAINTAINED IN ACCORDANCE WITH THE MAINTENANCE REQUIREMENTS SPECIFIED IN THE CORRESPONDING SECTION OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THIS HANDBOOK
ON SITE AT ALL TIMES DURING CONSTRUCTION.
DUST CONTROL MEASURES
1. MEASURES REQUIRED FOR ALL DUST —GENERATING ACTIVITIES
ALL SITE PREPARATION DEMOLITION CONSTRUCTION GRADING EXCAVATION OR OTHER ACTIVITIES THAT HAVE THE
POTENTIAL TO CREATE DUST (COLLECTIVELY REFERRED TO AS "CONSTRUCTION ACTIVITIES') OR WILL EXPOSE OR DISTURB
SOIL SHALL IMPLEMENT THE FOLLOWING DUST CONTROL MEASURES WHEN THE ENVIRONMENTAL INSPECTOR DEEMS
NECESSARY:
1.) WATER ALL ACTIVE CONSTRUCTION AREAS OR DUST —GENERATING ACTIVITIES WHEN NECESSARY TO PREVENT DUST
FROM BECOMING AIRBORNE, APPLYING AS MUCH WATER AS NECESSARY TO CONTROL DUST WITHOUT CREATING RUN—OFF
INCREASED WATERING FREQUENTLY MAY BE NEEDED DURING HOT, DRY WEATHER OR WHEN WIND SPEED EXCEEDS 15
MILES PER HOUR.
2.) MINIMIZE TRACKOUT OF MUD, DIRT AND OTHER POTENTIALLY DUST —GENERATING MATERIAL ON VEHICLES AND
EQUIPMENT BY INSPECTING TIRES AND CLEANING AS NECESSARY TO REMOVE MATERIAL PRIOR TO ENTERING PAVED
ROADWAYS. TRACKOUT OF LOOSE MATERIALS SUCH AS DUST, MUD, AND CONSTRUCTION DEBRIS WILL BE MINIMIZED BY
USING A WASH STATION INSTALLED AT THE ACCESS/EGRESS POINT TO THE PROJECT SITE. GRAVEL PADS WILL BE
INSTALLED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS
OUTLINED IN THE STORMWATER POLLUTION AND PREVENTION PLAN (SWPPP) (PREPARED SEPARATELY). VEHICLE TIRES
AND EQUIPMENT WILL BE INSPECTED AND CLEANED IF DRY SOIL PARTICLES ARE PRESENT. WHEEL WASHERS WILL BE
UTILIZED IF CLEANING WILL NOT REMOVE PARTICULATES BEFORE THEY REENTER PAVED ROADWAYS.
MS-19 MINIMUM STANDARDS
MS-1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED 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 FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
DORMANT FOR MORE THAN ONE YEAR.
MS-2 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS
WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
MS-3 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 ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT
EROSION.
MS-4 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.
MS-5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
MS-6 SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE
TRAP OR BASIN.
MS-7 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.
MS-8 CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
MS-9 WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
MS-10 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.
MS-11 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES 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.
MS-12 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.
MS-13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD A TEMPORARY
VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
MS-14 ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET
MS-15 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
MS-16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE
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 FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE 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 THIS CHAPTER.
F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.
MS-17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT
OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE
ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS 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
DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES.
MS-18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER
THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE
DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER
EROSION AND SEDIMENTATION.
MS-19 MINIMUM STANDARDS (CONT.)
MS-19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO
INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE
WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS
ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS:
A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING
CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES
AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER
THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR
(2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR
CAUSE EROSION OF CHANNEL BED OR BANKS.
(B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT
OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS;
AND
(C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE
PIPE OR SYSTEM.
C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:
(1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION
TO CHANNEL THE BED OR BANKS; OR
(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES;
(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF
OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF
OUTFALLS INTO A MANMADE CHANNEL; OR
(4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO
PREVENT DOWNSTREAM EROSION.
D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT
PROJECT.
F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR
MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE
FOR PERFORMING THE MAINTENANCE.
G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF
ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.
H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET,
ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY.
J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT
SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE
DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL,
CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY
REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE
CHANNELS IF THE PRACTICES ARE DESIGNED TO (1) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS;
(II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE
ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW
RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A
REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME
FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR
MAN-MADE
CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT
M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS
SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§62.1-44.15:24 ET SEQ. OF
THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE
VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS.
N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP)
PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19.
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(FROM VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK)
ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-40
EROSION AND SEDIMENT CONTROL REGULATIONS.
ES-2: THE CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEER 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. Q
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 7
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. Z
ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW a
OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE CHESTERFIELD
COUNTY ENVIRONMENTAL INSPECTOR. 7
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION L^
AS DETERMINED BY THE CHESTERFIELD COUNTY ENVIRONMENTAL INSPECTOR. 1 )
ES-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.
ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED SEDIMENT TRAPPING/FILTERING DEVICE. NO CONTAMINATED EFFLUENT OR
GROUNDWATER MAY BE DISCHARGED WITHOUT A SEPARATE VPDES DISCHARGE PERMIT FROM THE VDEQ. NO
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES NOT LESS THAN ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN 48 HOURS LL
FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT (0.5 INCH OR GREATER RAINFALL WITHIN A 24-HOUR PERIOD). A RAIN GAUGE SHALL BE INSTALLED ON -SITE TO
DETERMINE IF AN INSPECTION TRIGGERING RAINFALL EVENT HAS OCCURRED. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
ui
EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
ES-10: DUST CONTROL SHALL BE PROVIDED IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS.
ES-11: NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE,
INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED, REMOVED FROM THE SITE AND DISPOSED OF IN
ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
ES-12: ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS.
TEMPORARY SANITARY FACILITIES WHERE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL
AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR WHEN PROVIDED.
ES-13: NON-STORMWATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION WHEN USED FOR CONSTRUCTION
WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE VA DEPARTMENT OF HEALTH. WATER
USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE.
ES-14: MATERIALS RESULTING FROM CLEARING AND GRUBBING SHALL BE STOCKPILED UP SLOPE FROM ADEQUATE SEDIMENTATION CONTROLS OR HAULED
OFF -SITE.
ES-15: THE USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED.
ES-16: CHEMICALS, PAINTS, SOLVENTS, FERTILIZIERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING
APPLICATION, THE CONTENTS MUST BE KEPT LOCKED IN TRUCKS OR WITHIN LOCKED STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE
COLLECTED, REMOVED FROM SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY.
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TEMPORARY SEEDING SPECIFICATIONS PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA z m � w
T QUICK REFERENCE FOR ALL REGIONS O N �O U N �
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Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 sq. ft.) J
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° s 2 - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means.
0 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin r—
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Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.) cr-
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N r Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means.
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v When applying Slowly Available Nitrogen, use rates available in Erosion &Sediment Control Technical Bulletin Z
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x
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EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
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MOOT 1
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SILT FENCE DROP INLET PROTECTION
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SEED
APPLICATION DATES
SPECIES
APPLICATION RATES
Sept. 1 -Feb. 15
50/50 Mix of Annual Ryegrass (lolium multi-
forum) &Cereal (Winter) Rye (Secale cereale)
50 -100 (Ibs/acre)
Feb. 16 -Apr. 30
Annual Ryegrass (lolium multi-florum)
60 - 100 (Ibs/acre)
May 1 -Aug. 31
German Millet
50 (Ibs/acre)
SEED
LAND USE
SPECIES
APPLICATION PER ACRE
Tall Fescue'
95-100%
Minimum Care Lawn
Perennial Ryegrass
0-5%
(Commercial or Residential)
Kentucky Bluegrass'
0-5%
TOTAL: 175-200 Ibs.
High -Maintenance Lawn
Tall Fescue'
TOTAL: 200-250 Ibs.
Tall Fescue'
128 Ibs.
General Slope (3:1 or less)
Red Top Grass or Creeping Red Fescue
Seasonal Nurse CropZ
2 Ibs.
20 Ibs.
TOTAL: 150 Ibs.
Tall Fescue'
108 Ibs.
Low -Maintenance Slope
Red Top Grass or Creeping Red Fescue
Seasonal Nurse CropZ
2 Ibs.
201bs.
(Steeper than 3: 1)
Crownvetch3
20 Ibs.
TOTAL: 150 IbS.
1 -When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended
turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass
variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at
htt ://sudan.cses.vt.edu/html/Turf/turf/ ublications/ ublications2.html
2 -Use seasonal nurse crop in accordance with seeding dates as stated below:
February 16th -April ............................... Annual Rye
May 1st -August 15th ........................... Foxtail Millet
August 16th -October ...... Annual Rye
November -February 15th ....................... Winter Rye
3 -Substitute Sertcea lespedeza for Crownvetch east of Farmville, VA (May through September use hulled seed
all other periods, use unhulled Sericea). If Flatpea is used, increase rate to 30 Ibs./acre. If Weeping Lovegrass is
used, include in an slope or low maintenance mixture Burin warmer seeding periods, increase to 30 -40
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SEMINOLE TRAIL
U. S. ROUTE 29
I10' FRONT BUILDING SETBACK (VARIABLE WIDTH R/W)
I NORTHING: 3934465.20
EASTING: 11500434.26
PROPOSED MONUMENT SIGN R0D B.
(UNDER SEPARATE PERMIT) FND. _ N 41°24'45"E _ _ 82.21
NORTHING: 3934422.42
EASTING: 11500431.54
10' FRONT BUILDING SETBACK-\
24" WHITE SOLID STOP BAR
(SEE SHEET CS-501)
I
R1-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN -
(SEE SHEET CS-501)
al
R1-1 STOP SIGN -
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I
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ASTI N G: 11500509.65 I
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CURVE TABLE
CURVE
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133.38
325.00
23'30'53"
67.64
S50'44'05"W
132.45
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35.00
106*54'18"
47.22
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56.24
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27.11
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42.87
ROD
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6" WHITE STRIPE
GRAPHIC SCALE IN FEET
0 10 20 40
3934595.36
11500561.37
ROD
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LIGHT (TYP.)
FIRST CITIZENS BANK & TRUST COMPANY
ADDRESS: 1815 FORTUNE PARK ROAD
PARCEL ID: 046B4-00-00-001 D1
ZONED: HIGHWAY COMMERCIAL
PAY STATION, MENU
BOARD, AND LIFT GATE
(DESIGN BY OTHERS)
CURB AND GUTTER
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BYPASS LANE TO BE MANAGED
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3934451.83
11500719.57
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4. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED
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2" SM-12.5A SURFACE COURSE
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28-DAY COMPRESSIVE STRENGTH
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SECTION B-B
DOMES
1 OF 5 FOR DETAILS
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1OF 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
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ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
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WITH BUFFER STRIP
WITH BUFFER STRIP
WITHOUT BUFFER STRIP
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VIRGINIA DEPARTMENT OF TRANSPORTATION
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SPECIFICATION
REFERENCE
105
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518.!
TC N
/ TOP=517.05
/ FL= 510.40 p `
I / 1
STORM PIPES
PIPE SEGMENT
LENGTH
DESCRIPTION
SLOPE
INV. (IN)
INV. (OUT)
STR. 110 TO STR. EX 101
23 LF
15 IN EX RCP
14.48%
513.00
509.60
STR. 111 TO STR. 110
71 LF
15 IN RCP
0.46%
513.42
513.10
STR. 112 TO STR. 110
18 LF
15 IN RCP
0.50%
513.20
513.11
STR. 113 TO STR. 112
96 LF
15 IN RCP
0.50%
513.78
513.30
STR. 114 TO STR. 113
52 LF
15 IN RCP
0.50%
514.14
513.88
STR. 115 TO STR. 114
58 LF
15 IN RCP
0.50%
514.53
514.24
STR. EX 101 TO STR. EX 100
105 LF
18 IN EX RCP
1 0.86%
1 509.60
1 508.70
STR. EX 102 TO STR. EX 101
122 LF
15 IN EX RCP
1 1.93%
1 511.95
1 509.60
SEMINOLE TRAIL
U. S. ROUTE 29
(VARIABLE WIDTH R/W)
STRUCTURE TABLE
STRUCTURE NAME
DESCRIPTION
RIM
HEIGHT
STR. 110
VDOT STD. DI-1
516.43
3.61
STR. 111
VDOT STD. DI-36 (L=6')
517.48
4.25
STR. 112
VDOT STD. DI-3C (L=6')
518.01
5.00
STR. 113
VDOT STD. MH-1
519.40
5.81
STR. 114
VDOT STD. DI-3C (L=6')
519.72
5.58
STR. 115
VDOT MOD. DI-1 MONO BOX
516.93
2.40
STR. EX 100
EXISTING STRUCTURE
512.85
4.00
STR. EX 101
EXISTING STRUCTURE
514.47
4.87
STR. EX 102
EXISTING STRUCTURE
516.46
4.51
-----------.------- IC'iV
-526 / CONTRACTOR TO ENSURE 2% MINIMUM SLOPE
THROUGHOUT GRASS AREA TO INLET 115
i _ _ _ -525 524 - - - - - - -
i _----523---------- --- �� -525-
/_---522-------- - - - -
--521- - - - - - - - - - \� -
/////� 518--- - \ �52
.525 / / 5 / 521, \ \ \ \
0.
115 \\�� ��-// BM
SO. CUT
519- LIGHT POLE B'E \ \ \
518 \ S� ELEV^- 2 \
- 524J ,520.13 519.68 519.57 519.99 \ \
TC , TC BC / TC BC TC, 519.69 r
//P 520
/ r 6" PVC 0 2.0%
/519.89 I MIN SLOPE (TYP.)
y�5 / TCi- FFE=519.69
51�8L �� 519.57 -
l 114 FF FF - 519.83
TC I I
/ 520• 519.69 519.22 519.22 519.69- 3 11 I
/ FF F FS a D TC BC \ _I
520.08
i:519.69 .;;?': ,1, .. ::'. , . 519.69:: FS,.-�: "''S19.61s TC
/ I 520.17 519.61 .. TC C. s ;'. 520.02
/ B = ;' FS TG.;
I TC
it
/ / 520.:
521J /
RIDGE LINE�'�
518.881
P
518.79
FS HP
�
s1ss1
/
20.11
_
FS TC
519.61
FS TC
N
519
TCBC-1519.11
82
TC
BC"
519.45
519.41
TC
518.84
TC
519.35
P 5518.84
0
TC
�518.84
113
519.25
o/
TC
W W
W
.LY
_
519.09
519.15
/
519.14
TC
1.847
TC
520
TC
�
519.07
519.01
TC
518
518.94
518,
519.12
�_
518.76
TC
TC
518.45
TB
C C
518.71
518.60
FS`
,:;1.
TC BC
518.73
TC
3
19
8.54
FS.SC 518
�y/ 51951
517�
PT'LS7 ` 518 - - - -
' � NV IN=S07 Ua S CONTRACTOR TO ENSURE 2% - - _--517-= _ _ _ _
-MINIMUM SLOPE THROUGHOUT- - - 516- - - - - - - -
GRASS AREA TO INLET 110- 515-
- 18"RCP p
513
_- -514
-
p
OP=514.47
)=512.85
FL=509.60
(15)=507.50
(18)=508.70
BM #2
1 THEAST
VARIABLE
WIDTH
TIE TO EXISTING
iUT=507.40
NER OF DI
STORM DRAIN
EASEMENT
SIDEWALK
ELEV=512.83
D B 1643 PG.
641 (PLAT)
1b :\ 0 FS
co
110
9.75
16c e I
I
19 518.84�\
BI
'RAISED 6" ISLAND
519.25
518.486TC
I �\
1 ,\
a' `-LIMITS OF DISTURBANCE
J� (0.79 AC.)
0
s
/ ON
517.84
TC
111 I
517.42 TOP=518.08
6.96- - _ TC \ SS S FL=513.10
. `ME S_s SJ \ SS 579. ` `
_ 516
4,
LTIE TO EXISTING A�SI> r
CG-9D ENTRANCE 516.43-
TC"op-l
FORTUNE PARK \ 5°RCP T L= OP=j'4..4759
(5�/ ROAD o
I
D.B. 1643 PG. 643 TOP=516.46 J
\L=511.95
_ VARIABLE TH
_ STORM DRAIN EAS T
B. 1643 PG. 641 (PLA \
GRADING LEGEND
TC: TOP OF CURB ELEVATION
BC: BOTTOM OF CURB ELEVATION
FS: FINISHED SURFACE ELEVATION
P: PAVEMENT ELEVATION
ME: MATCH EXISTING
FF: FINISHED FLOOR ELEVATION
HP: HIGH POINT
BI: BOTTOM OF ISLAND
CURB AND GUTTER
GRADING NOTES
1.
THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL
PLUMBING CODE.
2.
PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO
CENTER OF CHAMBER.
3.
VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES
WITH HEIGHT GREATER THAN 4 FEET.
4.
ADA ACCESSIBLE PARKING SPACES ARE SHOWN AND DESIGNED WITH
A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO
ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION.
5.
PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH
A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL
SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED
2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%.
6.
CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF
DISTURBANCE AND ENSURE POSITIVE DRAINAGE.
GRAPHIC SCALE IN FEET
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NORTHEAST
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1
1
DRAINAGE AREA LEGEND
IMPERVIOUS AREA
PERVIOUS AREA
DRAINAGE AREA BOUNDARY
STORM STRUCTURE LABEL
DRAINAGE AREA LABEL
0 II•
DA-EX101
DRAINAGE AREA SUMMARY
DRAINAGE AREA LABEL
Iz
K
TOTAL
AREA (AC-)
IMPERVIOUS
AREA (AC.)
MANAGED
TURF
AREA (AC.)
FOREST/
OPEN SPACE
AREA (AC.)
C
CN
TIME OF
CONC.
Tc (min)
DA 110
110
0.08
0.01
0.07
0.00
0.42
66
5.0
DA 111
111
0.32
0.11
0.21
0.00
0.54
74
5.0
DA 112
112
0.21
0.20
0.01
0.00
0.87
96
5.0
DA114
114
0.05
0.03
0.02
0.00
0.68
83
5.0
DA 115
115
0.31
0.00
0.31
0.00
0.35
61
5.0
DA BLDG
0.08
0.08
0.00
0.00
0.90
98
5.0
DA EX 110
EX 110
0.18
0.10
0.08
0.00
0.66
1 82
5.0
Post Total
1 1.23
0.53
0.70
1 0.00
1 0.59 1
77
1 5.0
NOTES:
1. OFFSITE DRAINAGE BOUNDARIES ARE BASED ON GIS CONTOURS.
GRAPHIC SCALE IN FEET
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STORMWATER MANAGEMENT LEGEND
IMPERVIOUS AREA
PERVIOUS AREA
LIMITS OF ANALYSIS = 0.79 ACRES
(LIMITS OF DISTURBANCE)
STORM STRUCTURE LABEL fU1,
STORMWATER MANAGEMENT NARRATIVE
STORMWATER QUANTITY:
TO ADDRESS STORMWATER QUANTITY REQUIREMENTS FOR THE SITE,
THE ENERGY BALANCE METHOD WAS CHOSEN. THE LIMITS OF
ANALYSIS USED FOR THE ENERGY BALANCE CALCULATIONS (0.79 AC.)
IS THE LIMITS OF DISTURBANCE. THIS SITE OUTFALLS TO STRUCTURE
EX 101 AND THE EXISTING STORMWATER CONVEYANCE SYSTEM
CONTINUES DOWNSTREAM ACROSS FORTUNE PARK ROAD. DUE TO A
REDUCTION IN IMPERVIOUS AREA, THE ENERGY BALANCE IS MET FOR
THE 1-YEAR STORM. ADDITIONALLY, THE POST -DEVELOPMENT FLOW
FROM THE 10-YEAR STORM IS LESS THAN THE PRE -DEVELOPMENT
10-YEAR FLOW. CHANNEL PROTECTION AND FLOOD PROTECTION
REQUIREMENTS ARE MET AND NO FURTHER ANALYSIS IS REQUIRED.
STORMWATER QUALITY:
THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS
(0.79 AC.) INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE
SITE. NO PHOSPHORUS LOAD REDUCTION IS REQUIRED DUE TO THE
REDUCTION IN IMPERVIOUS AREAS IN THE POST -DEVELOPMENT
CONDITION.
2011 BMP Standards and Specifications
Project Name:
Date:
Site Information
ENERGY BALANCE
SUMMARY
Pre -Development
Runoff Curve Number (CN)
93
Drainage Area
0.79 acres
Runoff
Peak Flow
Storm Event
Impervious Area
0.69 acres
VolumeV
cfs
Managed Turf
0.10 acres
1-year 6,011
2.88
ForesVOpen Space
0.00 acres
10 -year
5.69
Time of Concentration Tc
6.0 min
Post -Development Prior to Routing)
Runoff Curve Number (CN)
84
Runoff
Peak Flow q
Storm Event
VolumeV
cfs
Drainage Area
0.79 acres
1 -year 3,964
1.80
Impervious Area
0.49 acres
10 -year
4.30
Managed Turf
0.30 acres
Forest/Open Space
0.00 acres
Timeof Concentration(Tc)
F 10.0 min
Channel Protection Compliance
Energy Balance Equation, 1-year Storm
Improvement Factor
F 0.9
Qpost < I.F. x C`pre
x RV_tre/RV_post
< 0.9
x 2.88 x 6011 / 3964
1.80 < 3.93
PASS
Flood Protection Compliance
10-year storm
ost < re
4.30 < 5.69
PASS
DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0
O 2013 Draft BMP Standards and Specifications
3290 WORTH XING
4/19/2021
Linear Ueveicipment Project r IVO
Post -Development Project (Treatment Volume and Loads)
Enter Total Disturbed Area (acres) 0.79
Pre -Re Development Land Cover (acres)
A Soils
B Soils
C Soils
D Soils
Totals
Forest/open Space (acres) -- undisturbed
o.00
forest/open sace
Managed Turf (acres) -- disturbed, graded
foryards or otherturf to be
0.10
0.10
Impervious Cover (acres)
0.69
0.69
0.79
Yost-Ueveicipment Lana Lover (acres)
A Soils
B Soils
C Soils
D Soils
Totals
Forest/Open Space (acres) -- undisturbed,
0.00
protected forest/open sace or reforested
Managed Turf (acres) -- disturbed, graded
for yards or other turf to be
0.30
0.30
Impervious Cover (acres)
0.49
OK.
OK.
0.49
0.79
Area Check
OK.
I OK.
data Input cells
constant values
calculatloncells
Check:
BMP Design Specifications List: 2011 Stds & Specs
Linear project? No
Land cover areas entered correctly? �I
Total disturbed area entered? �I
TP LOAD REDUCTION NOT REQUIRED
Site Results (Water Quality Compliance)
Area Checks
FOREST/OPEN SPACE (ac)
IMPERVIOUS COVER (ac)
IMPERVIOUS COVER TREATED (ac)
MANAGED TURF AREA (ac)
MANAGED TURF AREA TREATED (ac)
AREA CHECK
D.A. A
D.A. B
D.A. C
D.A. D
D.A. E
AREA CHECK
0.00
0.00
0.00
0.00
0.00
OK.
0.00
0.00
0.00
0.00
0.00
OK.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
OK.
OK.
0.00
0.00
0.00
0.00
0.00
�OK. -1
OK.
OK.
OK.
Site Treatment Volume (ft3) 1,9os
Runoff Reduction Volume and TP By Drainage Area
RUNOFF REDUCTION VOLUME ACHIEVED (ft3)
TP LOAD AVAILABLE FOR REMOVAL (lb/yr)
TP LOAD REDUCTION ACHIEVED (lb/yr)
TP LOAD REMAINING (Ib/yr)
D.A. A
0
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr)JJ0.00 0.00 0.00 0.00 0.00 0.00
Total Phosphorus
FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 1.20
TP LOAD REDUCTION REQUIRED (lb/yr) 0.19
TP LOAD REDUCTION ACHIEVED (lb/yr) 0.00
TP LOAD REMAINING (lb/yr): 1.20
REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 0.00 **
** TARGET TP REDUCTION EXCEEDED BY 0.19 LB/YEAR **
Total Nitrogen (For Information Purposes)
POST -DEVELOPMENT LOAD (Ib/yr) 8.57
NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00
REMAINING POST -DEVELOPMENT NITROGEN LOAD (Ib/yr) 8.57
GRAPHIC SCALE IN FEET
0 15 30 60
PRE DEVELOPMENT
SEMINOLE TRAIL
U.S. ROUTE 29
(VARIABLE WIDTH R/W)
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TOP=512.32
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NORTHEAST
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(VARIABLE WIDTH R/W)
7L-5
TOP=517.79
FL-514.45
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FORTUNE PARK ROAD
30 R/IKJ_
D.B. 1643 PG. 643
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OI ANI
(GRATE REMOVED)
DIMENSIONS FOR
CAST IRON ONL1
DETAIL A
%2 SECTION CAST IRON I- %2 SECTION STEEL
NOTES
2`7"
LUGS TO BE
WITH
1 1'_31 "
L
21/2" x 21/2" x 1/4"CAST
1
S
PLANS. NDEPTHHGRTO BE SHOWN
COLLAR
10`4" LONG
GREATER 10ON
FOR THAN ' USE
STANDARD DI-1A
B
B
A
2.
THE "IF" DIMENSION SHOWN ON THE
STANDARDS AND SPECIFIED ON THE PLANS
I
WILL BE MEASURED FROM THE INVERT OF
CAST GALV.
ONE WELDED
THE OUTFALL PIPE TO THE TOP OF THE
F.
IRON STEEL
==3
JOINT
STRUCTURE. PLAN "H" DIMENSIONS ARE
APPROXIMATE ONLY FOR ESTIMATING
OPTIONAL N
66 ±
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
BRACE RIBS
43.6 LBS
CONNECTORS
SHALL BE DETERMINED BY THE
3 LBS
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
INCLUDING INCLUDING
E=4
3.
WHEN SPECIFIED ON THE PLANS THE
LUGS ICONNECTORS
INVERT IS TO BE SHAPED IN ACCORDANCE
i
WITH STANDARD IS-1. THE COST OF
FURNISHING AND PLACING ALL MATERIALS
INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE BID PRICE FOR THE
%Z' z 1;/i, x 4„J
1/2" x q„
STRUCTURE.
LUGS
L 12„
91/z
STUD SHEAR
4,
IN THE EVENT THE INVERT OF THE
CONNECTORS
OUTFALL PIPE IS HIGHER THAN THE
BOTTOM OF THE STRUCTURE, THE INVERT
SEE DETAIL A
.
OF THE STRUCTURE SHALL BE SHAPED
WITH CEMENT MORTAR TO PREVENT
SECTION B-B
STANDING OR PONDING OF WATER IN THE
STRUCTURE. THE COST OF FURNISHING
COLLAR DETAIL
"MIN
AND PLACING ALL MATERIALS INCIDENTAL
RASED
IN R
C
TO INLET SHAPING IS TO BE INCLUDED
TT
IN THE BID PRICE FOR THE STRUCTURE.
DUMP NO WASTE DRAINS TO WATERWAYS
5.
STEPS ARE TO BE PROVIDED WHEN H IS
4'-0" OR GREATER. FOR DETAILS SEE
STANDARD ST-1.
DETAIL B
6.
THIS ITEM MAY BE PRECAST OR CAST -
IN -PLACE.
HARDWARE
2 6 U I
SEE DETAIL B
7.
*4 X 8" SMOOTH DOWELS AT
APPROXIMATELY 12" C-C TO BE
1'-3"
CLOTH
1
PLACED IN ALL AREAS ADJACENT
4" DEPTH AGGR.
TO ABUTTING CONCRETE TO PREVENT
7
#68, #78 OR
=
SETTLEMENT.
SETTLEMENT. IN LIEU OF DOWELS
#8 x WIDTH
A NOTCH MAY BE PROVIDED.
_
N
SEE STANDARD T-DI-3, 4 FOR
3" DIAMETER
ALTERNATE DESIGN.
WEEP LE
SEE NOTE B
J�
�0
8.
3" DIAMETER WEEP HOLE WIT 12"X12"
PLASTIC HARDWARE CLOTH I/" MESH
N
GALVANIZED STEEL WIRER
3" OR
24"
4M E
WI
WIRE DIAMETER 0.TEE NUMBER 4 MESH
HARDWARE CLOTH ANCHORED FIRMLY
TO THE OUTSIDE OF THE STRUCTURE
NN NyICLASS A3 PRECAS
9. CAST IN PLACE CONCRETE IS TO BE
00
.11II n I CONCRETE ISOTO BEI)4000 PSI•
1/2" �� 2"1 1 10. ANY ALTERNATE METHODS OF ANCHORAGE
SECTION A -A II -I},I(� MEETING THE APPROVAL OF THE ENGINEER
SEE DETAIL B
CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON
LUGS AS SHOWN HEREON.
12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE ARPROWEIGHT
--j CAASTST IRRON 11. DUMP NO WASTE TO WATERWAY
15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE it/•"+ GRATE 363 ± 18 LBS LETTERING IS REQUIRED
ON ALL DI-1
18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATES. LOCATION OF LETTERING MAY
24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER.
ADD 0.469 CU.
ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL
�V°°T STANDARD DROP INLET SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233
104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MH-1 NOTE:
FRAME & COVER TTOP OF MASONRY IS TO BE LEFT
SUFHE FICIENTLY LOW TPERMIT PROPER
1 ADJUSTMENT OF COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR
fT� BRICK AS DIRECTED BY THE ENGINEER.
==c411I
b
r///%1MMMMMMMIIII■
30F���r���
I�..wnl���V= �
302
0I-3A, 36, 3C
r/////.10��\
. DIAMETER=4'-8"+(2 x WALL THICKNESS))
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
[-A
45-
HALF PLAN VIEW
MH-1 MH-1 1'-9Y4' DIA
THE LETTERS V.D.O.T. ARE OPTIONAL
IF USED THE LETTERS ARE TO BE
i✓" 11/2" �i" CAST IN THE DEPRESSION IN TOP OF
11/z' W2" SCOVER HOWN.1 'HIDE RAISED '/a" HIGH PS
i'i
FINISHED
DIMENSION I/e/� "
B
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
NOTES:
1. QUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
CONCRETE
MANHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CU. YARDS
4
0.5
0.785
1.437
5
0.7
0.785
1.699
6
0.9
0.785
1.961
7
1.0
0.785
2.223
8
1.2
0.785
2.485
9
1.4
0.785
1 2.747
10
1.6
0.785
3.009
11
1.9
0.970
3.455
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
17
4.0
1.173
6.032
INCREMEM
0.45
-
0.582
MANHOLE FOR 12" - 48" PIPE CULVERTS
VIRGINIA DEPARTMENT OF TRANSPORTATION
C
F
INLET
BACK OF SIDEWALK
EXPANSION
JOINT
OBTAIN TRUE QUANTITIES.
2. A BASE THICKNESS OF 9" WAS USED IN
COMPUTING CONCRETE QUANTITIES.
3.INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4. MATERIALS MAY BE BRICK, CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. IF BLOCKS ARE USED THE MINIMUM
THICKNESS OF SAME IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS-1.
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
4/
A
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 5 SHEET 2 OF 5 REVISION DATE
106.01 1 106.02
BARS
HARDWARE
CLOTH
SECTION A -A
r KEYED CONST. JOINT
2'-10" RPED
GUTTER
B L"
APPROACH
iN 5 M BARS A GUTTER
I 7'
RS G 1 9
BARS F BARS E B
#3" DIAMETER BARS E
----�I WEEP HOLE FRONT ELEVATION BARS F V.
1'-6" s" BARS B
(GUTTER REMOVED) ; 3'-0"
II L `BAR F BAR A
II BARS D FACE OF CURB
CONTROL JOINT GUTTER CRACK
PLAN
1/4
L_ 5XI/4' BENT PLATE \ SECTION B-B
p•, N
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.• • v I/• R L21/2"X2'/ "X'/4'
•...- GALVANIZED
TYPE B NOSE DETAIL SHALL BE USED WITH 00-2 & CG-6 STANDARDS. TYPE A • TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C.
CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT T C-C.
2"
APPR. PAVEMENT
DI-3B L DI-3C L WARPED PAVEMENT
= I ---- F�-ON'
FLOW l FLOW 1'-0"
1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
Ll
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
SECTION A -A
LETTERING
OPTIONAL
APPROXIMATE WEIGHT
CAST IRON
FRAME
137 ± 7 LBS.
RAME 239 ± 12 LBS.
O
P:; IrR
OEl 1:11:11:1
TOP
A
SECTION B-B BOTTOM
SPECIFICATION
STANDARD MANHOLE FRAME AND COVER REFERENCE
VIRGINIA DEPARTMENT OF TRANSPORTATION 224
302
TABLE OF QUANTITIES DH3A, 3B, 3C
TYPE
L
AREA OF
SLOT
REINFORCING STEEL
Concrete
BARS A
BARS B
BARS C
BARS
D
BARS E
BARS F
BARS
G
WEIGHT
Ft.
S . Ft.
Cu. Yda.
No.
Lin. Ft. #(
No.
Lin. Ft.
No.
Lin. Ft. #E
No.
Lin. Ft.
No.
Lin. Ft.*
No.
Lin. Ft.*
No.
Lin. Ft.*
Lbs.
DH3A
2'-6"
1.15
2.26
-
-
-
-
1
5'-7"
3
3'-2"
-
-
-
-
6
1'-0"
22
4'
1.83
2.59
5
1'-6"
2
6'-7" to W-10"
3
5'-7"
3
3'-2"
4
1'-6"
3
1'-6"
4
1'-0"
64
6'
2.75
3.02
5
T-6"
6
6'-7" to 6`10"
3
5'-7"
3
3'-2"
4
T-6"
3
V-6"
4
1'-0"
111
8'
3.67
3.46
5
5'-6"
10
&-7" to 6`10"
3
5'-7"
3
T-2"
4
5'-6"
3
V-6"
4
T-0"
158
DI-3B
10,
4.58
3.90
5
T-6"
14
V-7" to V-10"
3
5'-7"
3
T-2"
4
7'-6"
3
V-6"
4
1'-0"
204
12'
5.50
4.34
5
9'-6"
18
6'-7" to V-10"
3
T-7"
3
T-2"
4
9'-6"
3
V-6"
4
1'-0"
251
14'
6.42
4.78
5
11'-6"
22
'- '-1
3
5'-7"
3
3'-2"
4
11'-8"
3
1'-6"
4
'-
298
16'
7.33
5.22
5
13'-6"
26
6'-7" to 6`10"
3
5'-7"
3
N-2"
4
13'-6"
3
1'-6"
4
11- "
345
18'
8.25
5.66
5
15'-6"
30
6'-7" 6`10"
3
5'-7"
3
N-2"
4
15'-6"
3
1'-6"
4
-
391
20'
9.17
1 6.09
5
1 17'-6"
34
6'-7" to 6`10"
3
5'-7"
3
1 3'-2"
4
1 1T-6"
3
1`6"
4
'- "
438
6'
2.75
3.01
10
1'-9"
4
6'-7" to 6`10"
5
5'-7"
3
3'-2"
8
1'-9"
6
1'-6"
2
'- "
111
8'
3.67
3.45
10
2'-9"
8
6'-7" to 6`10"
5
5'-7"
3
3'-2"
8
2'-9"
6
1`6"
2
'- "
158
10,
4.58
3.89
10
3'-9"
12
6'-7" to 6`10"
5
5'-7"
3
3'-2"
8
3'-9"
6
1`6"
2
'- "
205
12'
5.50
4.33
10
4'-9"
16
6'-7" to 6`10"
5
5'-7"
3
3'-2"
8
4'-9"
6
1`6"
2
'- "
252
DI-3C
14,
6.42
4.77
10
5'-9"
20
6'-7" to 6`10"
5
5'-7"
3
3`2"
8
5'-9"
6
1`6"
2
-
298
16'
7.33
5.21
10
6`9"
24
6'-7" to V-10"
5
5'-7"
3
3'-2"
8
6'-9"
6
1`6"
2
11-01,
345
18'
8.25
5.65
10
7'-9"
28
6'-7" to 6'-10"
5
5'-7"
3
3'-2"
8
7'-9"
6
1'-6"
2
392
20'
9.17
6.09
10
8'-9"
32
6'-7" to 6`10"
5
5'-7"
3
3'-2"
8
B'-9"
6
1'-6"
2
1 1--o
1 439
NOTES
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
7.
# 4 X 8" SMOOTH DOWELS AT APPROXIMATELY
15.
THIS AREA MAY BE EARTHEN, IN WHICH CASE
12" C-C TO BE PLACED IN ALL AREAS ADJACENT
THE EXPANSION JOINTS WILL APPLY ONLY TO
2. THE "H" DIMENSION SHOWN ON THE STANDARDS
TO ABUTTING CONCRETE TO PREVENT
CURB AND GUTTER.
AND SPECIFIED ON THE PLANS WILL BE
SETTLEMENT.
MEASURED FROM THE INVERT OF THE OUTFALL
16.
CONCRETE QUANTITIES SHOWN ARE FOR DEPTH
PIPE TO THE TOP OF THE STRUCTURE.
B.
3" DIAMETER WEEP HOLE TO BE LOCATED TO
(H) OF 5'-2" WITHOUT PIPES. THE AMOUNT
PLAN H" DIMENSIONS ARE APPROXIMATE ONLY
DRAIN SUBBASE MATERIAL. WEEP HOLE WITH
DISPLACED BY PIPES MUST BE DEDUCTED TO
FOR ESTIMATING PURPOSES AND THE ACTUAL
12"X12" PLASTIC HARDWARE CLOTH I/," MESH
OBTAIN TRUE QUANTITIES. FOR INLETS OF
DIMENSIONS SHALL BE DETERMINED BY THE
OR GALVANIZED STEEL WIRE, MINIMUM WIRE
DIFFERENT DEPTHS ADD OR SUBTRACT 0.32
CONTRACTOR FROM FIELD CONDITIONS.
DIAMETER 0.03", NUMBER 4 MESH HARDWARE
CUBIC YARDS OF CONCRETE FOR EACH FOOT
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
OF DEPTH.
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
OF THE STRUCTURE.
TO BE SHAPED IN ACCORDANCE WITH STANDARD
17.
LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
IS-1. THE COST OF FURNISHING AND PLACING ALL
9.
ALL REINFORCING STEEL SHALL HAVE A MIN.
OF 2 IS TO BE L+16" AT 4.10 LBS./FT..
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
COVER OF 2".
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
18.
* DENOTES LENGTH OF ONE (1) BAR.
10.
ALL REINFORCING STEEL TO BE CUT CLEAR OF
IN THE EVENT THE INVERT OF THE OUTFALL
ALL OPENINGS BY 2".
19.
ALL REINFORCING BARS TO BE#5.
4. PIPE IS HIGHER THAN THE BOTTOM OF THE
STRUCTURE, THE INVERT OF THE STRUCTURE
11.
CAST -IN PLACE CONCRETE IS TO BE CLASS A3
20.
WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF
SHALL BE SHAPED WITH CEMENT MORTAR TO
(3000 PSI). PRECAST CONCRETE IS TO BE
INLET IS TO BE SHAPED TO CONFORM TO
PREVENT STANDING OR PONDING OF WATER
4000 PSI.
PROPOSED CURB.
IN THE STRUCTURE. THE COST OF FURNISHING
AND PLACING ALL MATERIALS INCIDENTAL TO
12.
LENGTH OF SLOT (U WILL, IN EVERY CASE, BE
THE SHAPING IS TO BE INCLUDED IN THE BID
SHOWN ON PLANS.
PRICE FOR THE STRUCTURE.
13.
IF INLET IS CONSTRUCTED IN MEDIAN CURB OR
5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0"
WITH INTEGRAL CURB, GUTTER IS TO BE
OR GREATER. FOR DETAILS SEE STANDARD ST-1.
OMITTED (SEE DETAIL).
6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE.
14.
STANDARD INLETS MAY BE CONSTRUCTED WITH
CONCRETE BLOCKS IN ACCORDANCE WITH THE
DETAILS SHOWN ON STANDARD DRAWING DHMB.
XVDOT STANDARD CURB DROP INLET SEIFIC
REFE ENCEN SPECIFICATION
STANDARD CURB DROP INLET �y°°T
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' REVISION GATE SHEET 2 of 2
104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10
STORM DRAIN DESIGN CALCULATIONS - 10 YEAR
FROM
POINT
TO POINT
DRAINAGE
AREA
RUNOFF
COEFFICIENT
CA
inlet accum
INLET TIME
RAINFALL
RUNOFF
INVERT ELEVATIONS
LENGTH
SLOPE
SIZE
PIPE
CAPACITY
Q/Qt
VELOCITY
FLOW TIME
upper end
lower end
incr
accum
acres
C
min
in/hr
cis
ft
ft
ft
%
in
cfs
%
fps
min
111
110
0.34
0.56
0.190
0.190
5.00
6.67
1.28
513.43
513.10
65
0.50%
15
4.58
28%
3.20
0.34
5.00
115
114
0.31
0.35
0.109
0.108
5.00
6.67
1.29
514.53
514.24
58
0.50%
15
4.57
28%
3.20
0.30
5.00
114
113
0.05
0.68
0.034
0.142
5.00
6.57
1.50
514.14
513.88
52
0.50%
15
4.57
33%
3.34
0.26
5.30
113
112
(N/A)
(N/A)
0.000
0.142
0.00
6.48
1.49
513.78
513.30
96
0.50%
15
4.57
33%
3.33
0.48
5.56
112
110
0.21
0.87
0.183
0.325
5.00
6.34
2.64
513.20
513.11
18
0.50%
15
4.57
58%
3.86
0.08
6.04
110
EX 101
0.08
0.42
0.034
0.549
5.00
6.31
4.05
513.00
509.60
24
14.30%
15
24.45
17%
14.75
0.03
6.12
EX 101
EX 100
0.17
1 0.64
0.109
0.658
5.00
6.30
1 4.74
509.60
1 508.70
1 105
1 0.90%
18
1 9.74
49%
1 5.48
0.32
1 6.15
HYDRAULIC GRADE LINE CALCULATIONS - 10 YEAR
INLET
0.8D+
INV
(OUT)
ACTUAL
OUTLET
WSE
DESIGN
OUTLET
WSE
Do
Q.
Le
Sra
Hf
JUNCTION LOSS
FINAL
H
INLET
WSE
F L
/
ELEV
Vc
(8)
Ho
(9)
Q;
(10)
V;
(11)
q V;
(12)
2
V ;
Zg
H;
Angle
HA
Hf
Surface
Runoff
Factor?
1.3 Hf
IS-17
0.5 Hf
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(13)
(14)
(15)
(17)
(18)
(19)
(20)
(21)
EX 101
509.90
509.90
509.90
18
4.74
105
0.0020
0.21
5.48
0.12
4.05
14.75
59.74
3.38
1.18
60
1.89
3.19
YES
4.15
YES
2.07
2.29
512.19
513.97
110
510.60
512.19
512.19
15
4.05
24
0.0039
0.09
14.75
0.84
2.64
3.86
10.19
0.23
0.08
30
0.08
1.01
NO
1.01
YES
0.50
0.60
512.78
516.43
111
514.10
512.78
514.10
15
1.28
65
0.0004
0.03
3.20
0.04
0.00
0.00
0.0
0.00
0.00
0
0.00
0.04
YES
O.OS
NO
0.05
0.08
514.18
516.11
112
514.11
512.78
514.11
15
2.64
18
0.0017
0.03
3.86
0.06
1.49
3.33
4.96
0.17
0.06
60
0.10
0.21
YES
0.28
YES
0.14
0.17
514.28
517.51
113
514.30
514.28
514.30
15
1.49
96
0.0005
0.05
3.33
0.04
1.50
3.34
5.01
0.17
0.06
70
0.11
0.21
NO
0.21
YES
0.10
0.16
514.46
519.40
114
514.88
514.46
514.88
15
1.50
52
0.0005
0.03
3.34
0.04
1.29
3.20
4.13
0.16
0.06
50
0.08
0.18
YES
0.23
NO
0.23
0.26
515.14
519.67
115
515.24
515.14
515.24
15
1.29
58
0.0004
0.02
3.20
0.04
0.00
0.00
0.00
0.00
0.00
0
0.00
0.04
YES
0.05
YES
0.03
0.05
515.29
516.93
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PLANT SCHEDULE
LARGE SHADE TREE
QTY
BOTANICAL NAME
COMMON NAME
CONT
CAL / HT
AR
4
Acer rubrum 'Red Sunset'
Red Sunset Maple
B & B
2.51Cal
Strong central leader
GS
6
Gleditsia triacanthos inermis 'Shademaster' TM
Shademaster Locust
B & B
3.511Cal
12' HT MIN, Strong central leader
UA
6
Ulmus americana 'Princeton'
American Elm
B & B
2.5"Cal
Strong central leader
EVERGREEN SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
CONT
HEIGHT
MICE
6
Myrica cerifera
Wax Myrtle
Cont.
24" HT MIN
Uniform; Dense; Full to the ground
Po
22
Prunus laurocerasus 'Otto Luyken'
Otto Luyken Cherry Laurel
Cont.
ORNAMENTAL GRASSES
QTY
BOTANICAL NAME
COMMON NAME
CONT
HEIGHT
Ps
25
Panicum virgatum 'Shenandoah'
Switch Grass
1 gal
GENERAL LANDSCAPING NOTES
1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT.
2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER
OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED
LANDSCAPE PLAN.
3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY
TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE
NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE.
ISEMINOLE TRAIL
U. S. ROUTE 29
I (VARIABLE WIDTH R/W)
KEY PLAN LEGEND
PARKING LOT
LANDSCAPING AREA
PAVED PARKING AREA
...-.SET,\ v C1j
_ S3B 58 8 =81 8 _18"RCP _ a - C1
OP=512.85 FL=509.60
IN II 15-So7.50 BM 2 EXISTING SHRUB TO
( )- # MULCH BED LINE (TYP.) _� p. �
IN IN(18)-508.70NORTHEAST REMAIN (TYP.) WI TOP=117.79
�IV OUT=507.40 CORNER OF DI SIUKM urtrtllW EASEMENT FORTUNE PARK ROAD 15"RCP FL=514.45
2 ELEV=512.83 D B 1643 PG. 641 (PLAT) a
A N(33 PG.
/w� _ D.B. 1477 - D-B. 1643 PG. 643 -I _ TOP=516.46 J
Q F1 -511 95
TOP=512.32 �� - - - - - -
FL=506.30
20' ACSA SANITAR i
\
SEWER EASEMENT \
D.B. 1482 PG. 105
D.B. 1739 PG. 532 VARIABLE TH
STORM DRAIN EAS T \
B. 1643 PG. 641 (PLA \
GRAPHIC SCALE IN FEET
0 10 20 40
I
/ /a
piillg§
� 4 �
jet
P ACSA W E
a nRE HMT
E EF r
/ D.S. 17M PG 531
PARKING LOT LANDSCAPING KEY PLAN
SCALE: 1" = 50'-0"
J
eo .�
1♦♦1� a I
5F
I
LANDSCAPE REQUIREMENTS AND CALCULATIONS PER ALBEMARLE
COUNTY CODE AND ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES:
REQUIRED LANDSCAPING:
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED
SITE AREA: 47,057 SF X 10% = 4,708 SF
CANOPY REQUIRED: 4,708 SF
EXISTING CANOPY: 4,840 SF
CANOPY PROVIDED: 4,968 SF
TOTAL CANOPY PROVIDED: 9,808 SF
PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA.
15,240 SF X .05 = 762 SF
REQUIRED: 762 SF OF LANDSCAPED AREA
PROVIDED: 811 SF OF LANDSCAPED AREA
LARGE SHADE TREES (2.5" CAL.)
19 PARKING SPACES (19 / 10 = 1.9)
REQUIRED: 2 LARGE SHADE TREES
PROVIDED: 3 LARGE SHADE TREES
LARGE STREET TREE (2.5" CAL.) - 50' O.0 & SHRUBS 5' O.C.
WORTH CROSSING
150 LF OF FRONTAGE/50 = 3 TREES
150 LF OF FRONTAGE/5 = 30 SHRUBS
REQUIRED: 3 LARGE SHADE TREES & 30 SHRUBS
EXISTING: 2 LARGE SHADE TREES & 41 SHRUBS
PROVIDED: 2 LARGE SHADE TREE
FORTUNE PARK ROAD
210 LF OF FRONTAGE/50 = 4.2 TREES
210 LF OF FRONTAGE/5 = 42 SHRUBS
REQUIRED: 5 LARGE SHADE TREES & 42 SHRUBS
EXISTING: 2 LARGE SHADE TREES & 73 SHRUBS
PROVIDED: 4 LARGE SHADE TREES
DUMPSTER ENCLOSURE TO BE SCREENED WITH 6 EVERGREEN SHRUBS.
ENTRANCE CORRIDOR OVERLAY:
LARGE SHADE STREET TREE (3.5" CAL.) - 35' O.C. W/ INTERSPERSED ORNAMENTALS
(6' HT.) & SHRUBS 5' O.C.
SEMINOLE TRAIL
205 LF OF FRONTAGE/35 = 5.86 TREES
205 LF OF FRONTAGE/5 = 41 SHRUBS
REQUIRED: 6 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS & 41 SHRUBS
EXISTING: 1 LARGE SHADE TREE W/ 4 ORNAMENTALS & 65 SHRUBS
PROVIDED: 6 LARGE SHADE TREES
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(Handbook, pp III-294-111-297 for complete specifications)
1. The fallowing items shall be shown on the Plan:
M Trees to be saved;
M Limits of clearing (outside dripline of trees to be saved);
M Location and type ofprotective fencing;
❑ Cnadc changes requiring tree wells or walls;
❑ Pmposed benching or tunneling beyond the limits ofcleming.
2. Machines:
® All trees m he saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
® No grading shall begin mill the tree marking has been inspected and approved by a County inspector.
3. Pre -Construction Conference:
® Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
® Heavy equipment, vehicular traffic and storage ofconstruction materials including and shall not be permitted within the driplmes of trees
to be saved.
5. Soil Erosion and Storm rater Detention Devices:
® Such devices shall not adversely affectbees to be saved.
6. Fires:
® Fires are not permitted within 100 feet ofth dripline ofoces to be saved.
7. Toxic Materials:
M Toxic materals shelf not be stored within 100 feet of the dripline of area to be saved.
8. Protective Fencing:
® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
❑ When the ground level must be raised within the dripline ofa nee to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
❑ When the ground level must be lowered within the dripline a tree Who saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneling:
❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks oftree as possible. Tunneling
Eder a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Clete
® Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
M Damaged troes shall be treated immediately by pruning, fertilisation m other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
T REQUIREMENTS.
/�� 0211m1
OVfNEJ SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1106 Page 1 of 1
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04/19/2021
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GENERAL NOTES
A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY
REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND
IRRIGATION PERMITS.
C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING
CONDITIONS WAS PROVIDED BY OTHERS.
D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION,
GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF
VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE
PROJECT SITE.
E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S
CHOSEN REPRESENTATIVE.
F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC.
SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.
G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS
INDICATED IN THE LANDSCAPE SPECIFICATIONS.
H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED
LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S
ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA
CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS.
I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST
ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN
NURSERY AND LANDSCAPE ASSOCIATION.
J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY
DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR
DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC.,
ARE NOT ACCEPTABLE AND WILL BE REJECTED.
K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE
PLANT LIST AS MULTI -STEM.
L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE
SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS.
M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT.
ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE.
N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR
HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH
FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING
NOTES THIS SHEET.
0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY.
CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT
PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE
OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE
PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY.
P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES,
UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER.
Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE
ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE
GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE.
R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF
THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN
AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO
BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING
IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF
PAVING MATERIALS.
S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED
PER THE PLANTING DETAILS . PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO
THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL.
PERFORMANCE SPECIFICATION
I. PLANTS
A. General
1. Live healthy plants free of dead branches and parts
2. Free of disease, insect, injury and damage
3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired
damage.
4. Free of girdling roots or rootbound/circling container conditions
5. Plants of consistent in growth habit and healthy character
6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and
scars
7. Point of origin growing location within 100 miles of project site
8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery
Stock most current edition
9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United
States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental
Characteristics, Cutture, Propagation and Uses, most current edition
10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans
B. Trees:
1. Deciduous Single Trunk
a. Full, straight and upright with consistent symmetrical natural branching pattern throughout
b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local
jurisdiction
2. Deciduous Multi -Trunk
a. Full and upright with straight consistent symmetrical natural branching pattern throughout
b. Canes evenly spaced and of similar growth habit
c. Free of suckers and extraneous branching
3. Evergreen Single -Trunk
a. Full and upright with continuous symmetrical dense natural habit
b. Clear branching height twelve (12) inches above top of rootball
c. Free of suckers and extraneous branching
d. Do not shear or otherwise prune to shape plantings
C. Evergreen and Deciduous Shrubs
1. Full, dense and naturally symmetrical.
2. Consistent with container and/or balled and burlapped size
3. Free of suckers and extraneous branching
4. Do not shear or otherwise prune or shape plantings
D. Evergreen and Deciduous Groundcover
1. Full and dense in pots or flats
E. Perennials and Seasonal Color
1. Full and dense in pots or flats
F. Turf Grass
1. Subgrade
a. Soil Mix-10% Compost, 90% topsoil by volume
b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials
including litter, stones, sticks and all items greater than % inch in any dimension
c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown
on drawings. Allow for thickness of sod when applicable
2. Grass Sod
a. Install not longer than twenty-four (24) hours from harvest
b. Grass bed not less than two (2) inches in continuous thickness
c. 100% continuous live sod coverage after first growing season and at end of warranty period.
d. Of uniform non -varying density and continuous texture quality capable of growth and development
immediately upon installation. Weed and noxious plant free
e. Stagger installation rows and place aligned parallel to contours
f. Fill joints solidly with planting bed preparation soil
g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1
3. Grass Seed
a. Mix approved by the Landscape Architect
b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter
c. Provide seed mix not greater than 15% annual or perennial rye
d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty
e. Replacement or overseeding mixes consistent with original application/installation
f. Provide erosion blankets or other slope retention methods as noted on drawings
II. Materials and Appurtenances
A. Testing
1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified
not greater than 120 calendar previous days from current date of submittal for review
B. Top Soil
1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously
free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in
any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not
exceed 25%
C. Use of Existing Topsoil
1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing
and additive program that demonstrates consistent performance and characteristics and composition as
identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures
D. Shredded Hardwood Mulch
1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed.
Neutral Ph balance 5.5-7.5
E. Composted Pine Bark Fines
1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10%
wood content
F. Compost Ph
1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of
visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight.
Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids
G. Compost Testing
1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in
final compost product; statement that the products meets federal, state and local health safety
requirements
2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described
physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants
(including a statement that fecal coliform and salmonella testing and results comply with requirements of
the US Composting Council Seal of Testing approval programs
H. Planting Mix
1. 85% topsoil and 15% Compost
I. Fertilizer
1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form.
Product and Material Safety Data as approved by Owner
J. Herbicide
1. Product and Material Safety Data as approved by Owner
K. Water
1. Potable only unless otherwise approved by Owner
L. Hardwood Stakes
1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides
M. Tree Ties
1. Villa Non -Abrasive Rubber Tree Ties or approved equal
N. Filter Fabric
1. Mirafi 140-N or approved equal
III. Execution
A. Site Conditions
1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable
are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions.
2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner
of acceptance prior to commencement of work.
3. Notify Owner in writing of any conditions that may preclude successful completion of work including items
such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition,
access to storage/work areas, damage to conditions, etc.
4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks,
materials delivery and/or installation and warranty responsibilities.
5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of
other trades which show development of the entire project and become familiar with the scope of required
work by others.
B. Planting Seasons
Recommended seasons are a general guide based on historical climatic data and typical performance of
plantings, and which vary dependent on project -specific environmental conditions. Due to construction
schedules, recommended planting seasons may/may not coincide with request(s) for certificate of
occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner
on an individual project basis.
1. Deciduous and Evergreen Shrubs
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
3. Perennials
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
4. Spring Flowering Bulbs
a. Install/plant between September 15 and December 15
5. Seasonal Annuals
a. Install/plant in season per approved schedule
6. Turf Grass
a. Install/plant between March 15 and May 15 and/or September 15 and November 30
b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40)
degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work
7. No Plant Installation
a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner
C. Positioning & Location of Plantings
1. Position plants to show the most -prominent and well -formed face to most -public view
2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning
installation
3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without
Owner approval
D. Implementation
1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner
2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of
ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor.
Plan accordingly for procurement of materials
3. Continuously update implementation schedule and notify Owner of progress. Delays related to material
availability are not cause for non -completion of scheduled delivery of work
4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for
remedy of schedule delays. Do not work, place or modify frozen soil
5. Report delays due to extraordinary natural or other conditions beyond control of Contractor
E. Clean Up
1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly
clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site
furnishings, etc.
2. Repair any damage to existing conditions that occurred during execution of work.
3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape
Architect.
PREVAILING WIND
DECIDUOUS TREE PLANTING
NOT TO SCALE
SHRUB PLANTING
NOT TO SCALE
4L LEADER
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SET SHRUB AT ORIGINAL GRADE OR UP
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MAKE (3) -1" CUTS IN SIDES OF THE
ROOTBALL
PLANTING SOIL MIX PER PLANTING SPECIFICATIONS
UNDISTURBED SOIL PEDESTAL
NOTE: SHRUBS INSTALLED IN
CONTINUOUS SUCCESSION OR LARGE
BED SHALL BE PLACED IN ONE
CONTINUOUS DEPTH BED
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SHEET NUMBER
CP-501