HomeMy WebLinkAboutSDP202100092 Plan - Submittal (First) 2021-12-08SITE 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)
EXISTING USE WITHIN SDP AREA: ASPHALT PLANT
INITIAL SITE P .AN
S.L. WILLIAMSON ASPHALT PLANT
PROPOSED USE WITHIN SDP AREA: ASPHALT PLANT (SPECIAL USE PERMIT TO ALLOW THIS USE IS
CURRENTLY UNDER REVIEW - 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 BE PURCHASED TO MEET REQUIREMENTS.
WATERSHED: NORTH FORK HARDWARE RIVER
TOPOGRAPHY: AERIAL TOPOGRAPHY FROM KUCERRA INTERNATIONAL DECEMBER, 2017
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 SOUGHT WITH SP201900009 WHICH IS CURRENTLY UNDER REVIEW.
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.
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.
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SHEET INDEX
SHEET 1---------- COVER SHEET
SHEET 2---------- OVERALL EXTENTS OF TMP 88-18
SHEET 3---------- EXISTING CONDITIONS
SHEET 4---------- EXISTING CONDITIONS
SHEET 5---------- DEMOLITION PLAN
SHEET 6---------- SITE LAYOUT PLAN
SHEET 7---------- GRADING PLAN
SHEET 8---------- LANDSCAPE PLAN
SHEET 9---------- DETAILS
LEGEND
EXISTING INTERMEDIATE CONTOUR
,- -----32--___-_.
EXISTING INDEX CONTOUR
- - - - - - - 30
PROPOSED CONTOUR
20
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED EDGE OF PAVEMENT
EP
EXISTING CURB AND GUTTER
- _EX. C&G_
PROPOSED CURB AND GUTTER
CG-6
TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP
EXISTING STORM SEWER
EX. 15" RCP
PROPOSED STORM SEWER
15" RCP
EXISTING SANITARY SEWER
- O _ _ __ —
PROPOSED SANITARY SEWER
—:.-_- � —
PROPERTY LINE
-------
EASEMENT LINE
---__
CENTERLINE
- -
LIMITS OF CLEARING AND/OR GRADING
EXISTING SPOT ELEVATION
+12.0
PROPOSED SPOT ELEVATION
+12.0
LIMITS OF DEMOLITION
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EXISTING FLOODPLAIN
••••••••••••_
STREAM BUFFER
■I�I�I�I� ■
EXISTING TREE DRIP LINE
EXISTING TREE
{ EX. 15' OAK
PROPOSED TREE FP
EXISTING WATERLINE W/ TEE _r
PROPOSED WATERLINE W/ TEE W _I
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
—® W
PROPOSED WATER METER
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EXISTING REDUCER
1111.
PROPOSED REDUCER
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HANDICAP RAMP (CG-12)
DENOTES L ATION OF STD. VDOT
CG-12 AND OR JURISDICTIONAL
STANDARD MP N C 0 STRUCT
ION
PARKING INDICATOR
12
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
CRITICAL SLOPE
SLOPES TO BE SEEDED, MULCHED Se TACKED
VEHICLES PER DAY COUNT
1,234 VPD
PROPOSED STREET NAME SIGN
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. TMP 1.00-2 , / • y/. � /'' / l \ \\\\ \� CRITICAL SLOPES (OVER 25%)*
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7 - USE.•. ORCHARD 4 /' / % ';' / 7 O,' /''3/ �%/' ,-- -- _--- \ — ---- — , � WPO STREAM BUFFER
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' / ' . . . , / . / /• /. / •,/ • / � ' \ ---- '-------------- \ \ ---- ---- ------ \ \ \ I ----
.EXISTING TRAVEL WAYS
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. . I V \ I \ / _______________ ---- --- EXTENT OF PROPOSED SDP
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I . , . . . ,I /' /, I I / I I\ \\\ // /-Fv00� - - \ TMP 88-13 \\ ------ - \\,- * CRITICAL SLOPE AREAS SHOWN ON THE S.L.
A• • ' / I ' I , I l I - - - /'' / /'' '' ' R• l MARTIN-MARIETTA -
. . • ' ' ✓/ i I. ; • /' ; / -, ' / ,' 'i \dam - ___ -- WILLIAMSON LEASE AREA ARE GENERATED FROM A
/ _ /' / - / Of) 1� __- $ CORP CONSTRUCTION
' I I. I. I - - ___-' // � SLOPE ANALYSIS OF THE TOPOGRAPHIC INFORMATION.
I / I I. / �� \ ZONING: RA THE CRITICAL SLOPE AREAS DO NOT INCLUDE THE
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DATE:
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SCALE:
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JOB:
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FILE:
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SHEET:
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ITICAL SLOPES VER 25
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MATERIALS-
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Lic. No.
22841 44'
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DRAWN BY:
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JT
DATE:
12-07-2021
SCALE:
1" = 30'
JOB:
19.0032
FILE:
8719
SHEET:
7 OF 9
PLANT SCHEDULE
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"
lBrandywine Red Maple
1.5" Cal.
113
226
SHRUBS
7
JC
IJuniperus chinensis "Sea Green"
I Sea Green Juniper
15" Ht.
Ot
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TOTAL 226 SF m\
CANOPY COVERAGE
LEASE AREA = 4.38 AC (190,616 SF)
REQUIRED CANOPY COVERAGE = 10%
190616*10%=19,062 SF s
TOTAL TREE CANOPY COVERAGE = 31,913 SF(16.7%)\1�\♦/11`~/�\1�/�1/♦`�\�\♦\~/�\�/
PROPOSED TREE CANOPY = 226 SF \
EXISTING TREE COVERAGE = 31,687 SF \♦`♦ '/~/~'//�/�/
F�00 C TMP 88-11 �►
0 �R MARTIN—MARIETTA
�0 _ CORP CONSTRUCTION
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SDP LIMITS/S.L. WILLMMSON LEASE AREA M l.r• `' ♦ ~ SDP LIMITS/S.L. WILLMMSON LEASE AREA
G
C
CRITICAL SLOPES (OVER 25%)
WPO STREAM BUFFER
EXISTING & PROPOSED TRAVEL WAYS
100—YEAR FLOODPLAIN
(FIRM PANEL # 51003C0405D)
100—YEAR FLOODPLAIN
(LOMR 20-03-1246P)
EXTENT OF PROPOSED SDP
NOTE:
100' SETBACK BASED UPON ASSUMED 50' PRESCRIPTIVE ROW FOR RED
HILL ROAD
SCALE 1"=30'
30 0 30 60
SCALE IN FEET
I TMP .88— l J8
MARTIN MARIETTA '
MATERIALS ANC '
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Lic. No.
22841 n
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DESIGNED BY:
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DRAWN BY:
AG
'CHECKED BY:
JT
DATE:
12-07-2021
SCALE:
1' = 30'
JOB:
19.0032
FILE:
5719
SHEET:
8 OF 9
JNE DEAD OR DAMAGED
INCHES. 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.
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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
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Lic. No.
22841 sv4
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DESIGNED BY:
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DRAWN BY:
AG
'CHECKED BY:
JT
DATE:
12-07-2021
SCALE:
AS SHOWN
JOB:
19.0032
FILE:
8719
SHEET:
9 OF 9