HomeMy WebLinkAboutSDP202200029 Plan - Revision 2022-06-27I,
SITE DATA
OWNER:
MARTIN MARIETTA MATERIALS, INC
P.O. BOX 8040
FORT WAYNE IN, 46898
ASPHALT PLANT OPERATOR:
S.L. WILLIAMSON COMPANY, INC
1230 RIVER RD
CHARLOTTESVILLE, VA 22901
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
999 SECOND ST. SE. SUITE 201
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No:
08800-00-00-01800
PARCEL AREA:
579.13 ACRES
APPLICATION AREA:
4.4 ACRES (EXTENT OF SITE DEVELOPMENT PLAN APPLICATION (SDP) WILL
FOLLOW THE LIMITS OF THE THE EXISTING S.L. WILLIAMSON LEASE AREA ON
TMP 88-18)
ZONING:
RURAL (RA)
FLOOD HAZARD OVERLAY (FH)
NATURAL RESOURCE EXTRACTION OVERLAY (NR)
STEEP SLOPES OVERLAY
PREVIOUS APPLICATIONS:
SP199700041 SPECIAL USE PERMIT - WITHDRAWN
FDP202000005 FLOOD DEVELOPMENT PERMIT - APPROVED 7/20/2021
SP201900009 SPECIAL USER PERMIT - APPROVED 1/19/2022
SE202100036 CRITICAL SLOPE WAIVER - APPROVED 1/19/2022
SE202100037 BUILDING SITE RATIO WAIVER - APPROVED 1/19/2022
EXISTING USE WITHIN SDP AREA: ASPHALT PLANT
PROPOSED USE WITHIN SDP AREA: ASPHALT PLANT (SPECIAL USE PERMIT SP201900009)
MAXIMUM BUILDING HEIGHT: 75
SETBACKS: 100' FROM PUBLIC RIGHT-OF-WAY OR ANY ADJOINING RESIDENTIAL DISTRICT
200' FROM ANY CONTIGUOUS PROPERTY WITH RESIDENTIAL LOTS LESS THAN
OR EQUAL TO 1 ACRE OR OCCUPIED DWELLING
MAXIMUM LOT COVERAGE: 80% OF TOTAL SITE (3.52 ACRES)
ACTUAL LOT COVERAGE: PARKING 1,515 SF (0.04 ACRES)
TRAVEL WAYS 117,003 SF (2.69 ACRES)
ASPHALT PLANT 8,796 SF (0.20 ACRES)
TOTAL AREA 127,314 SF (2.92 ACRES)
MAGISTERIAL DISTRICT: SAMUEL MILLER
STORMWATER MANAGEMENT: FOR WATER QUANTITY, THE PROJECT SITE/LIMITS OF DISTURBANCE IS LESS
THAN 1% OF DRAINAGE AREA (9VAC25-870-66.B), THEREFORE STORMWATER
MANAGEMENT WILL NOT BE REQUIRED FOR CHANNEL PROTECTION. IF ANY
CONCENTRATED OUTFALL IS PROVIDED, IT WILL BE DISCHARGED WITHIN THE
100-YEAR FLOODPLAIN (9VAC25-870-66.D) FOR WATER QUALITY, OFF -SITE
CREDITS WILL NOT BE NEEDED TO MEET REQUIREMENTS, IMPERVIOUS AREA
REDUCED.
WATERSHED; NORTH FORK HARDWARE RIVER
TOPOGRAPHY: AERIAL TOPOGRAPHY OBTAINED BY DRONE SURVEY ON MARCH 24, 2022. HORIZONTAL
SURVEY DATUM IS NAD83, AND VERTICAL DATUM IS NAVD88. 2-FT CONTOURS DERIVED
USING AEROPOINTS SOFTWARE, AND DOWNLOADED FROM PROPELLER AEROBOTICS ONLINE
DATABASE.
DATUM: HORIZONTAL NAD 83
BENCHMARK: AERIAL TARGET ® 607.38 (SEE SHEET 2 FOR LOCATION)
CRITICAL SLOPES: MANMADE CRITICAL SLOPES ARE LOCATED WITHIN THE SDP AREA. A CRITICAL SLOPES
WAIVER HAS BEEN APPROVED WITH SP201900009
FLOODPLAIN: SDP AREA IS LOCATED IN ZONE X PER LOMR 20-03-1246P APPROVED ON
07/13/2020,
FLOODPLAIN DEVELOPMENT PERMIT (FDP202000005) WAS APPROVED 07/20/21.
PARKING REQUIRED: ONE (1) SPACE PER EMPLOYEE
3-4 EMPLOYEES = 4 SPACES REQUIRED
PARKING PROVIDED: 4 SPACES PROVIDED
LANDSCAPING: SCREENING TO BE PROVIDED BY EXISTING TREES ALONG THE WESTERN PROPERTY LINE
OF TMP 88-18. THE STRIP OF EXISTING TREES VARIES FROM 20'-40' IN WIDTH TO
THE WESTERN PROPERTY LINE IN THE VICINITY OF THE ASPHALT PLANT.
LIGHTING: AT THIS TIME, NO SITE LIGHTING IS PROPOSED WITH THE SITE PLAN. IF SITE LIGHTING IS
PROPOSED AT A LATER DATE, THE LIGHTING WILL COMPLY WITH Z.O. CHAPTER 18-4.17,
OUTDOOR LIGHTING.
SEWER FACILITIES: THIS SITE IS CURRENTLY SERVED WITH A PUMP AND HAUL SYSTEM. THE EXISTING
SEPTIC TANK WILL BE REMOVED AND REPLACED AS PART OF THIS PROJECT. THE
NEW SYSTEM WILL ALSO BE A PUMP AND HAUL SYSTEM.
CLOSEST WATER SOURCE IS A DRY HYDRANT LOCATED ON TMP 08800-00-00-006A1, NEAR THE
INTERSECTION OF RT. 29 AND RED HILL SCHOOL ROAD.
EXISTING IMPERVIOUS AREA W/IN LEASE AREA = 128,196 SF (2.94 AC)
PROPOSED IMPERVIOUS AREA W/IN LEASE AREA = 127,314 (2.92 AC)
PROJECT SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESEVOIR
NO EVIDENCE OF A BURIAL SITE WAS FOUND WITHIN THE SDP/PROJECT AREA.
THE STREAM BUFFER SHOWN HEREON IS BASED UPON THE APPROXIMATE LOCATION OF THE CENTERLINE
OF THE EXISTING CREEK LOCATED VIA A HANDHELD GPS DEVICE. THE STREAM BUFFER SHALL BE
MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
A PRELIMINARY JURISDICTIONAL DETERMINATION FOR THE CREEK HAS BEEN OBTAINED FROM THE CORPS
OF ENGINEERS DATED MAY 9, 2019. NAO-2019-00515, THE PRELIMINARY JURISDICTIONAL
DETERMINATION IS BASED UPON THE GPS LOCATION OF THE CREEK.
TMP 88-18 IS NOT LOCATED WITHIN THE AGRICULTURAL -FORESTAL DISTRICT.
TMP 88-18 IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
WILLIAMS00"N AHALT
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CCO RED HILL QUARRY
SAMUEL MILLER MAGISTERIAL DISTRICT
COUNTY OF ALBEMARLE, VA
SDP,,,,,,,,,2022m29
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SCALE: 1 "=2000 FEET
SP201900009 SPECIAL USE PERMIT CONDITIONS
1. SP201900009 WILL BE DEVELOPED IN GENERAL ACCORD WITH THE CONCEPT PLAN TITLED "CONCEPT PLAN, S.L. WILLIAMSON
ASPHALT PLANT AT RED HILL QUARRY," DATED AUGUST 19, 2019, AND LAST REVISED MARCH 3, 2021. THE ZONING
ADMINISTRATOR MAY APPROVE REVISIONS TO THE CONCEPT PLAN TO ALLOW COMPLIANCE WITH THE ZONING ORDINANCE;
2. HOURS OF OPERATION OF THE ASPHALT PLANT WILL BE BETWEEN 7:00 A.M. AND 12:00 A.M., MONDAY THROUGH SUNDAY,
PROVIDED THAT FOR NO MORE THAN 110 DAYS PER YEAR, THE HOURS OF OPERATION MAY BE BETWEEN 12:01 A.M. AND
12:00 A.M., MONDAY THROUGH SUNDAY;
3. SOUND AND NOISE ATTENUATION MEASURES WILL BE PROVIDED AS NECESSARY TO COMPLY WITH THE COUNTY'S NOISE
ORDINANCE (SECTION 18-4.18);
4. PLANT SITE LIGHTING WILL COMPLY WITH THE COUNTY'S OUTDOOR LIGHTING ORDINANCE (SECTION 18-4.17).
5. HEIGHT OF THE ASPHALT PLANT AND ALL ASSOCIATED STRUCTURES WILL BE LIMITED TO 80 FEET.
SHEET INDEX
SHEET 1---------- COVER SHEET
SHEET 2---------- GENERAL NOTES
SHEET 3---------- OVERALL EXTENTS OF TMP 88-18
SHEET 4---------- EXISTING CONDITIONS
SHEET 5---------- EXISTING CONDITIONS
SHEET 6---------- DEMOLITION PLAN
SHEET 7---------- SITE LAYOUT PLAN
SHEET 8---------- OVERALL GRADING PLAN
SHEET 9A-D ----- GRADING PLAN -DETAIL
SHEET 10--------- LANDSCAPE PLAN
SHEET 11--------- LANDSCAPE PLAN
SHEET 12--------- DETAILS
LEGEND
EXISTING INTERMEDIATE CONTOUR
32
EXISTING INDEX CONTOUR
- -- -- - 30
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED EDGE OF PAVEMENT
EP
C&G
EXISTING CURB AND GUTTER
_ _EX.
PROPOSED CURB AND GUTTER
CG-6
TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP
EX. 15" RCP
EXISTING STORM SEWER
=
is" RCP
PROPOSED STORM SEWER
EXISTING SANITARY SEWER
- O --
PROPOSED SANITARY SEWER
— 0 •—
PROPERTY LINE
-------
EASEMENT LINE
-----
CENTERLINE
-
LIMITS OF CLEARING AND/OR GRADING —
EXISTING SPOT ELEVATION
+12.0
PROPOSED SPOT ELEVATION
+12.0
LIMITS OF DEMOLITION
xxxxxXXX -
EXISTING FLOODPLAIN
• + • • • • • • • • • • -
STREAM BUFFER
= M= M M M M
EXISTING TREE DRIP LINE
EXISTING TREE
EX, 15' OAK
PROPOSED TREE
FP
EXISTING WATERLINE W/ TEE
_)•—
PROPOSED WATERLINE W/ TEE
W =--
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
—® W
PROPOSED WATER METER
O
EXISTING REDUCER
►
PROPOSED REDUCER
► W
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD. VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RRRRRRAAAAAAMP CONSTRUCTION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
t9
CRITICAL SLOPE
ATO
SLOPES BE SEEDED, MULCHED &TACKED
VEHICLES PER DAY COUNT
1,234 VPD
PROPOSED STREET NAME SIGN
+
EXISTING SIGN
—�
PROPOSED SIGN
T-
OA
SANITARY MANHOLE IDENTIFIER
A
STORM DRAIN STRUCTURE IDENTIFIER
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
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DESIGNED BY:
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Jimmy L. Taggart
Lic. No.
L 22841 W4
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DATE:
04-18-2022
SCALE:
AS SHOWN
JOB:
19.0032
FILE:
8719
SHEET:
1 OF 12
Fr
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SITE NOTES:
RETAINING WALL:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING
PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED
DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN
ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT.
3. 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.
FIRE PREVENTION:
1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS
SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED
WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR
DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE VEHICULAR ACCESS FOR
FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES,
PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE
DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD
OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VW
PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE
APPARATUS IN ALL WEATHER CONDITIONS.
4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE
FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE
FIRE CODE
5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE
AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE.
6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE
END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA
STATEWIDE FIRE CODE
7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED
FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE
COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND
CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE
FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE
WITH THE VIRGINIA STATEWIDE FIRE CODE
8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH
THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT
FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE
GENERAL CONSTRUCTION NOTES
PLAN NOTES
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS
SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE
PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.
THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN
ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
7. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
8. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
9. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
10. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
11. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
12. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR
BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE
COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A,
WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT
ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND
IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE
PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT.
UTILITES & DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES.
CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST
48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY
(1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER,
PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND
TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO
THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR
SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE
UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING
UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE
TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND
/OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR
SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND
COORDINATE WITH UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED
AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE
EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER.
CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES
ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY
PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY
UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL
BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE
INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY
OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER
BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE
CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT
REVISIONS.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE
POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT
NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER
ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS
AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY
DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING
BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO
UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE
PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR
TO FINAL ACCEPTANCE.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR
PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING
MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE
ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER.
EROSION CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK
PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE
AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN
APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING
AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT
MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE
SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO
THE HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY
THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75
LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL
RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT SOLBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH.
AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,INCORPORATED INTO THE TOP 4-6
INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10
NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY
31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE
APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL
INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR
CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED
WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE
RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES
WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF
FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
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. .1Q�, o /Ivp �� LEGEND
. . • ' • • TMP 1.00-2 . . . ' • ' .� 00 3� /'� �\ I CRITICAL SLOPES (OVER 25%)*
. • ' ' • CROWN ORCHARD •COMPANY' ' ' . • - • ' • ' - 'a
• ' • ' ZONING: •RA ' ' • . . . . ' • 1 p, 00 SP 3 \ \ \ '\
,USE:. ORCHARD- • • . • ' . . • ' ' • ' .# ,� � \ \ \ \ \\ r- WPO STREAM BUFFER
L
I\
• ' ' • SOO \ EXISTING TRAVEL WAYS
I
' • • • - --- \ 100—YEAR FLOODPLAIN
\ / (FIRM PANEL # 51003C0405D)
. . • • " ' . . . ' • . ' i0 t i r `\ \\\ \\\ III \`I\_/ / ) C) „ --- \\\ i / i
' \ �i . / i • l I, J i `\\ '\ \ \ \\ , \ \\ \ 1 / / ,'r /C ram„''\"� \---'--------_ \ `` \ — � I `\
• ;;l I J I r f ; ; ' \\\ \ / I \ \ `\ ----_- \ \\ --- -� �\ 100—YEAR FLOODPLAIN
>• , / \\ \ \ I / ,-'' /' I bar I ,Iv,,-., / \ _\ /\�_
I I r / � f -- --__ \`\ \\ 1\ / I-,-- \\\ \\\ I I ; '--` &' ' M/ --- �* --- - (LOMR 20-03-1246P)
, \`I ! I + l i \ i /'' _) _----_\ "\ \ \ I I/i ��\\\\\\\\\I II II I ,'' i ,' \, \\* 0 /�\ ,../��M/�1/#\'\*\, '\A*/ �,-"\ _ \\ \\
-- _ . , // / ) --- \\ 1\ \) III i I / , \ rtn/ ` \ / r / `-) \
�� ,; ;�\ \\I\II! ;, 1 �►_ 1 \ r -d-> / EXTENT OF PROPOSED SDP
/:' • \�\ . \ `x r ! -,f r// ,\ J I _'�--,� \\�o"\" -- 111�II1 i / / /' \, 11 5�7� \.a.� /
/ , \ l I \ YI) r / t / \ i /- \\�\\\\ _Z:z_ i/i/// / / p 1 i �y� _-pp -/'Z/� 'l
' ,•\ \� I % 1 '-\r,\ i / I 1 4 _ — / / \ / / / / \`,�_ �= i�i�/�'/' O'0o` �FS \ — )JJ ^r ,_� 1T P W/ / J ',,.art r;,f"�..�f-,. �'lr\, � #
[ \•�°'k_ ' CRITICAL SLOPE AREAS SHOWN ON THE S.L.
, \ tom„ \ '~t' �._------ / / / /,' �\ __'�'/'' 7 4 + > __ ,/I / — ��"'\„'a
\r — ,'7f9ARTlN MARIETTA WILLIAMSON LEASE AREA ARE GENERATED FROM A
. • ,�, ✓ / ) " ",",%//''I __ =__-_ \��' ,r �I /''CORP CONSTRUCTION _ SLOPE ANALYSIS OF THE TOPOGRAPHIC INFORMATION.
1 I ,m // �/ ; ;''' \ J '1\ ZONING: RA THE CRITICAL SLOPE AREAS DO NOT INCLUDE THE
r / I - _ _ USE.• l/ACANT SIDE SLOPES OF STOCKPILES SETTLING BASINS OR
. . . , 1. •\ ; •' ,•( ) I I I l __ / ` ------ I OTHER MANMADE FEATURES GENERATED FROM THE
It ,'� rl' 1 I _, , '' / /' ,'/ -` I' ', \_1 ^ „% I NORMAL BUSINESS OPERATIONS OF A QUARRY.
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. -�\ 'f %' /i/ \I \ r_, / \ _, \ '� / \ ` �. / _-- , /,_ ''' `__'' �'\� j - / "-,_ . , . ` \I\ray .
• (! C / ! ,V —�/ ',J` �`\------- - \I—/,-180' SZRF�4M-6UFFER _ _ _ � . . . . • • . . , . •
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i . • \\ I / S i . / ���.r iIiii -, ' • . i r . i r1' 30 0 30 60
•r ` I \- .; r `' SCALE IN FEET
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F TMP. 8� 1 3�
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. a MATERLALS• INO
ZONING: RA
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CRITICAL SLOPES (OVER 25%)
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FILE:
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SHEET:
71.61 OF 12
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PLANT SCHEDULE /3� \ I LEGEND
QNTY.
KEY
BOTANICAL NAME
COMMON NAME
SIZE
10-YEAR
CANOPY
COVERAGE (SF)
TOTAL
CANOPY
COVERAGE
COMMENT
CANOPY/SHADE TREES
2
1 AR
lAcer rubrum "Brandywine"
Brandywine Red Maple
1.5" Cal.
113
226
SHRUBS
7
1 JC
IJuniperus chinensis "Sea Green"
Sea Green Juniper
15" Ht.
WPO STREAM BUFFER
,ao
EXISTING & PROPOSED TRAVEL WAYS
\= I
I ® TREE -SAVE AREA
TOTAL 226 SF om\
CANOPY COVERAGE 100-YEAR FLOODPLAIN
LEASE AREA = 4.38 AC (190,616 SF) (FIRM PANEL # 51003C0405D)
REQUIRED CANOPY COVERAGE = 10% \ I 100-YEAR FLOODPLAIN
190616*10%=19,062 SF y
(LOMR 20-03-1246P)
TOTAL TREE CANOPY COVERAGE
00 S(12)\,\\,/
PROPOEDTREE
CANOETREE P1,499 SF25426874 ` EXTENT OF PROPOSED SDP
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DATE:
04-18-2022
SCALE:
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JOB:
19.0032
FILE:
8719
SHEET:
10 OF 12JI
94
JNE DEAD OR DAMAGED
kNCHES. DO NOT PRUNE
ITRAL LEADER.
4CE TOP OF ROOT BALL SLIGHTLY
OVE GRADE.
REDDED HARDWOOD
ILCH (MIN. 4" DEPTH
) NOT MULCH AGAINST
JNK OF TREE)
RTH BERM AROUND BED
MOVE STRINGS, WIRE, BURLAP
DM TOP 1/3 OF BALL
J UNDISTURBED SOIL
LANDSCAPING GENERAL NOTES &
MINIMUM STANDARDS
1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED
PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT.
2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO
BIDDING.
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES BETWEEN CONDITIONS IN THE FIELD AND THE APPROVED PLANS.
4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
5. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
6. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST
PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF.
7. TIMING OF INSTALLATION: LANDSCAPING IN BIO-FILTER SHALL BE THE FINAL STEP IN
CONVERSION OR CONSTRUCTION AFTER ALL OF THE UPSLOPE AREAS HAVE BEEN
STABILIZED.
8. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN
ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH
EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE
VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE
DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE
ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA
DEPARTMENT OF TRANSPORTATION.
5. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS AND FREE FROM DEFECTS,
DECAY, DISEASES, INSECT PEST EGGS AND ALL FORMS OF INFESTATION. ALL PLANT
MATERIAL SHALL BE FRESH, FREE FROM TRANSPLANT SHOCK OR VISIBLE WILT.
6. PLANTS SHALL REMAIN UPRIGHT DURING TRANSPORT/STORAGE. PLANTS STORED
ONSITE MUST BE PLANTED WITHIN THREE DAYS OF DELIVERY. IN ADDITION, THE
PLANTS SHOULD BE STORED IN A PROTECTED AREA UPON ARRIVAL IN ORDER TO
SHADE THEM FROM EXPOSURE TO THE SUN AND DRYING WIND. PLANTS THAT
CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE KEPT WELL SHADED,
PROTECTED, AND WATERED. ALL DAMAGED PLANTS SHALL BE REMOVED FROM
STORAGE WHEREUPON THEY MAY BE USED AS MULCH UNLESS THEY ARE DISEASED
7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL
PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED,
OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO
CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S
EXPENSE.
9. THE CONTRACTOR IS NOT RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF
HERBIVORY.
10. THE CONTRACTOR SHALL PROVIDE WATERING DURING THE FIRST GROWING SEASON.
11. THE CONTRACTOR SHALL PROVIDE WEED MAINTENANCE THROUGH THE FIRST GROWING
SEASON
12. HOLES EXCAVATED FOR THE TREES AND SHRUBS SHALL BE 3-TIMES THE
CONTAINER DIAMETER OR AT LEAST 6" WIDER THAN THE BARE ROOT DIAMETER. THE
HOLES MAY BE EXCAVATED EITHER BY HAND SHOVEL OR BY POWER AUGER. THE
PLANTS SHALL BE SET AT THE SAME DEPTH THAT THEY WERE GROWN IN AND
SHOULD BE SITUATED NEARLY PLUMB. AVOID PLANTING IN EXTREMELY DRY, HOT
OR WINDY CONDITIONS. HEAT AND WIND CAN QUICKLY DRY OUT LEAVES AND ROOTS.
WATER THE SOIL AROUND THE SEEDLINGS IMMEDIATELY AFTER PLANTING.
13. AREAS COMPACTED BY FOOT OR VEHICLE TRAFFIC SHALL BE TILLED OR AERATED
PRIOR TO RESEEDING AREA.
14. CONTRACTOR SHALL PLANT BIOFILTER GRASSES AND PERENNIALS PLANTS IN RANDOM
GROUPINGS IN A TRIANGULAR SPACING PATTERN THROUGHOUT SPECIFIED PLANTING
AREA.
15. BROADCAST THE SUGGESTED SEED MIX BY HAND OR MACHINE EVENLY OVER THE
PLANTING AREA AND FOLLOW WITH A LIGHT RAKING OR ROLLING TO ACHIEVE GOOD
SEED -TO -SOIL CONTACT. COVER WITH A LIGHT LAYER OF STRAW MULCH.
16. NO SEEDING SHALL BE PREFORMED ON FROZEN GROUND OR WHEN THE
TEMPERATURE IS 32'F OR LOWER.
17. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE
MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND
REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE
APPROVED PLAN.
18. 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.
It
0
•
APPROVED SUBGRADE
NOTES:
UPON COMPLETION OF FINE GRADING AND PREPARATION
OF THE PAVEMENT SUBGRADE, THE CONTRACTOR SHALL
HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL.
COPIES OF THE TEST RESULT SHALL BE GIVEN TO THE
ENGINEER. IF A SUBGRADE SOIL CBR OF 5 OR GREATER
IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL
BE MADE BY THE DESIGN ENGINEER AND SUBMITTED
WITH THE TEST RESULTS FOR APPROVAL.
SITE PAVEMENT SECTION
NTS
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
The following items shall be shown on the Dian:
® Trees to be saved;
® Limits of clearing (outside dripline of trees to be saved);
0 Location and type of protective fencing;
® Grade changes requiring tree wells or walls;
0 Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
0 No grading shall begin until the tree marking has been inspected and approved by a County bWector.
3. Pre -Construction Conference:
0 Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soll Erosion and Stormwater Detention Devices:
0 Such devices shall not adversely affect trees to be saved.
6. Fires:
0 Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencing:
0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneling:
0 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
0 Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
S. Sc
�ri120, 202220, 2022
OWNER SIGNATURE (DATE)
Martin Marietta Materials, Inc., Division Land Manager
CONTRACT PURCHASER SIGNATURE
(DATE)
5/1/06 Page 1 of 1
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DESIGNED BY:
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DRAWN BY:
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'CHECKED BY:
JT
DATE:
04-18-2022
SCALE:
AS SHOWN
JOB:
19.0032
FILE:
8719
SHEET:
12__ OF 12