HomeMy WebLinkAboutWPO202100014 Plan - E&S 2021-03-29GENERAL NOTES
OWNER:
IMP 45-112F1; TMP 45-112F2; IMP 45-84A; & IMP 45-85
BERKMAR DEVELOPMENT LLC
2496 OLD IVY RD
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
04500-00-00-084AO, 04500-00-00-08500, 04500-00-00-0112F1, &
04500-00-00-0112172
TOTAL AREA:
IMP 45-84A: 6.892 ACRES IMP 45-112F1: 0.571 ACRES
IMP 45-85. 0.777 ACRES IMP 45-112F2: 0.538 ACRES
TOTAL ACREAGE 8.778 ACRES
ZONING:
R-6 RESIDENTIAL, CLUSTER DEVELOPMENT
AIRPORT IMPACT AREA & STEEP SLOPES OVERLAY
PROPOSED USE:
52 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS
TREE PRESERVATION:
NONE REQUIRED WITH THE DEVELOPMENT
PRESERVED/MANAGED
SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE
PROPERTY. 2 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE
PROPERTY AND SHOWN ON THE EXISTING CONDIT70NS PLAN SHEET.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET. BUILDINGS SHALL
BE 1 } STORIES IN HEIGHT WITH AN AVERAGE HEIGHT OF 20' TO 25.
SETBACKS:
FRONT. • 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO
GARAGE) AND 25' MAXIMUM
SIDE: NONE - MIN. 10' BUILDING SEPARA77ON
REAR: 20' MINIMUM
NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE
LIKE ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET
INTO ANY REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE
LOCATED CLOSER THAN SIX FEET FROM ANY LOT LINE.
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
SOUTHFORK RIVANNA RIVER WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT. • NONE
TOPO & SURVEY:
TOPOGRAPHY PRO VIDEO BY ROUDABUSH, GALE AND ASSOCIATES, JUNE 2018.
THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND
ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE
2018.
DATUM:
NAD 83
EXISTING VEGETATION:
PARTIALLY WOODED (IMP 45-112F1&45-112F2 ARE WOODED & IMP
45-84A&45-85 HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A
CONSTRUCTION STAGING SITE.)
BURIAL SITES:
TWO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE.
THESE CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY
O DONNELL, LLC IN NOVEMBER 2018. FIELD EXPLORATION WAS PERFORMED
AROUND THESE CEMETERIES WITH A PERMIT FROM DHR AND THIS SITE PLAN
REFLECTS THE FINAL LIMIT' OF THE 2 CEMETERIES ONSITE THE FINAL
CEMETERY REPORTS WERE SENT TO DHR IN DECEMBER, 2018, IDEN77FYING
AND ESTABLISHING THE LIMITS OF THE CEMETERIES IS CURRENTLY SHOWN
ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A PERMANENT BLACK
FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY LIMITS WITH A
GATE FOR ACCESS.
STREAM BUFFERS:
NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE
LIMITS OF THIS PROJECT AREA.
FLOODPLAIN:
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA
MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT
LOCATED WITHIN A DAM INUNDATION ZONE.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON
THE PLAN, SEE OVERLOT GRADING PLAN FOR DETAILS.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN
ACCORDANCE MTN ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN
SEC77ON 32.7.9 OF THE COUNTY CODE. ALL LANDSCAPING REQUIREMENTS
ARE SHOWN ON THE FINAL SITE PLAN. STREET TREES SHALL BE PROVIDED
ALONG THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND
ALBS. CO. STANDARDS.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
OFFSITE EASEMEN T.•
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING
RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS. NO OFFSITE EASEMENTS
ARE PROPOSED WITH THIS DEVELOPMENT.
NOW
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREET 50' O.C. IN ACCORDANCE WITH VDOT AND
ALBEMARLE COUNTY STANDARDS.
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
BERKMAR OVERLOOK
TOWNHOUSES - ESC PLAN
(WPO 202100014)
RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
45-76A
EST--- DBES81P�386
TMP 45-84 &` IMP 45
45-84A2 BRANDT, JOHN E B / l
N/F DB 16, PC 128 /
COMMONWEALTH
OF VIRGINIA C/0
VDOT RIGHT OF
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WEBER, LEWIS A LIVING TRUST
LOT 9 - - DB 4998 PG 433 %
LOT 3 � � ' LOT `� / ram— - r - - - - - -- -- -
VICINITY,-IAP
;SCALE: 1" = 2000
SCOTT/R. CZTLLINS'Z
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EROSION CONTROL * PLANIMETRICS M Q
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Sheet List Table
Sheet Number
Sheet Title
I
COVER
z
ESC PLAN NOTES & DETAILS
3
EROSION & SEDIMENT CONTROL PLAN - LOTS 27-30
--- ;-<.... I I \ �` ... ak"o't a� LOT �J ,,.�" , ,.�,�.. ,, �,.
-- :' 100' WPO BUFFER J Uj
S
_ DD TEMPORARY DIVERSION DIKE 3.09 PROPOSED EASEMENT, VARIES J
IMP 45-81
LOT N/F THIRD MESA LLC R TEMPORARY RIGHT-OF-WAY 3.17 — — — — — —WITH SHEET
O LOT LOT 3i 4841 PC 138 DIVERSION DRAINAGE PIPE C/) O
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LOT LOT LOT 33 3 �7 ST TEMPORARY SEDIMENT TRAP 3.13 BENCH MARK Z
T L T
LOT LOT LOT 35 34 _� A _ - i w
L
LOT ° yoo 39 I 38 37 36 I - N - LOT se SEDIMENT BASIN J. VDOT STANDARD STOP SIGN U zLJJ
4 _----- C z8 PROPOSED HANDICAP PARKING i
OUTLET. PROTECTION 3.18 SPACE STRIPING
Q
RR RIPRAP 3.19 INLET PROTECTION =
- W
- LOT RR U77LITY STREAM CROSSING 3.25 zoo- - - EXISTING CONTOUR ci >
-- 30 zoo PROPOSED CONTOUR
IMP 45-112F — - - — - - — - - TO TOPSOILING J.30 0
N/F FOUNDATIONS LLC SEDIMENT TRAP OR BASIN LU Q V
IMP 45-86 \ C/0 FOUNDATIONS CHILD DEVELOPMENT `, SA TEMPORARY SEEDING 3.31 — O
DB 2834 PC 1 1♦ 1• 1• DRAINAGE DIVIDE
N/F ALBEMARLE SOCIETY FOR THE ` PS PERMANENT SEEDING J. U) J
Q PREVENTION OF CRUELTY TO ANIMALS INC LIMITS OF CLEARING/GRADING
Ul
DB 2096 PC III \ Tp TREE PRESERVAT7ON J.
O AND PROTECTION LIMITS OF DISTURBANCE LULU
T. DC DUST CONTROL 3.39 DIVERSION DIKE z LU 0
\ 1; RIGHT-OF-WAY DIVERSION ,�/
VIRGINIA EROSION & SEDIMENT CONTROL O TREE PROTECTION (n 0.
r - — HANDBOOK SPECIRCATION NUMBER
gel SAFETY FENCE Q
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SILT FENCE L
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-- -- PROPERTY LINE
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1� BERKMAR D 1403 1 - _ - - PROPOSED CONCRETE Q w
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STATE � � - - OO � OO OO OO OO OO 100 YR. FLOODPLAIN
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JOB NO.
182152
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SHEET NO.
1
SCOTT/R. CbLLINS7
E&S GENERAL NOTES
GENERAL CONSTRUCTION NOTES FOR EROSIONAND SEDIMENT CONTROL PLANS
1. The plan approving authority must be notified one week poor 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. Ailerosion 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 authorty.
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 dewatenng 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 sha//be
made immediately.
10. All rill 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 me
tena/s only, this 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. A// 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 7:00am to
9:OOpm.
15. Bonow, rill or waste activity shall be conducted in a safe manner than 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 o slides, sinking, or col/apse.
16. The developer shall reserve the fight to install, maintain, remove or convert to permanent stormwater
management facilities where applicable al/ 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 Ibs/acre, and in the
months of September to February to consist a 50150 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 80Ibs/100sf. Altematives 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 90/bs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at
1000/bs/acre and consist of 10-20-10 nutrient mix. Permanent seeding shall be applied at 180Ibs/acre and
consist of95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch
is to be applied at 80/bs/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 temporry 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 contra/ inspector.
21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval.. (Water
Protection Ordinance section 17-204G.)
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land
disturbing activity commenced. (Water Protection Ordinance section 17- 207S)
1992
SILT FENCE DROP INLET
PR 0 TECTION
2 X 4• WOOD FRAME
DROP INLET
WITH GRATE
FRAME
T
I WTHER
_„ EXCESS
CORNERS
PERSPECTIVE VIEWS
ELEVATION OF STAKE AND
FABRIC ORIENTATION
SPECIFIC APPLICATION
DETAIL A
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
3.07
Source: N.C. Erosion and Sediment Control -
Planning and Design Manual 1988 Plate 3.07-1
GRAVEL CURB INLET SEDIMENT
FILTER
GRAVEL FILTERL
RUNOFF WATER
WIRE MESH
FILTERED WATER
SEDIMENT
CONCRETE GUTTER
CURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
" GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
TABLE 3.31-C
TEMPORARY SEEDING PLANT
MATERIALS, SEEDING RATES, AND DATES
TOTAL LBS
GENERAL SLOPE (3:1 OR LESS)
PER ACRE
SEEDING RATE
NORTH'
SOUTHb
SPECIES
LANT
PCTER
CHARACTERISTICS
KENTUCKY 31 FESCUE
128 LBS.
3a
sn
any
'V
2/15
511
91
Acre
1000 Nr
to
ono
to
ens
to
IN
ono
to
911
Io
uns
RED TOP GRASS
SEASONAL NURSE CROP
2 LBS.
20 LBS.
OATS
3 bu.(up to IUD IN,.
2lb&
X
-
-
X
-
-
Use sprmg vANettes(e.g., Noble).
(Avers eat_va)
oat less thaa 50 lbs.)
SEASONAL NURSE CROP
1 50 LBS
RYEa
(Steal e�le
2 It. (up to 110 tbs.,
not Iesa DNA so Inca
2.5 lbs.
X
-
X
X
-
X
Use for late fell seed'mgs, winter
eever. Tpletaae eold and low
monaute.
FEBRUARY 16 THROUGH APRIL
ANNUAL RYE
GERMAN MILLET
5016s.
spptox.l lb.
-
x
-
-
X
-
Warm-seswM U.I.amDies At firs)
(Setane ialica
frau. Mey be mum to summer
.is..
MAY 1 THROUGH AUGUST 15
AUGUST 16 THROUGH OCTOBER
FOXTAIL MILLET
ANNUAL RYE
ANNUAL RYEGRASSe
EO lbs.
Ph lbs,
x
-
x
x
-
x
May be added in vexes. Wm
661i4m mvlli-nnmml
°°'°f`t`1and8
NOVEMBER THROUGH FEBRUARY 15
WINTER RYE
WEEPING
15111s.
51A ou
-
X
-
-
X
-
Watrn-uesao peremial. May
LOownfis $
Ii iML)
buiWid,iTotem. tfleMNs.Maya
end acid, infertile aoJs. May be
PERMANENT SEEDING
SCHEDULE
added to udxes.
PS
KOREAN
25 It.,
approx. I'IA
X
X
-
X
X
-
Warm season annual legume.
J
NO SCALE
LESPEE EZA=
Ibs.
Tolenas acid soils. May IN,
°tee" I"-t-1
added to mix..
(STD. & SPEC. 3.32 OF VIRGINIA
EROSION &
• Northern Piedmont and Mountain region. see Plates 3.22-1 and 3.22-2.
SEDIMENT CONTROL HANDBOOK, 3 R D ED.)
b Southern Piedmont and Coastal Plain.
e May be used as a cover crop with spring seeding.
NOTES:
d May be used as a cover crop with fall seeding.
X May be planted between these dates.
w
1. TIME AND FERTILIZER NEEDS SHALL BE
DETERMINED BY SOIL
May n4Lbe planted Between thew dates.
TESTS AND APPLIED IN ACCORDANCE WITH
2. SEEDINGS TO BE MULCHED IMMEDIATELY
VESCH STD. 3.32.
UPON COMPLETION
OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35.
1992
3.05
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A CX 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
-
a��
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Source: Adapted from Installation of Straw and Fabric Filter
Barriers for Sediment Control. Sherwood and Wyant Plate 3.05-2
STONE 70' MIN.
CONSTRUCTION
ACCESS COURSA ASPHALT TOP
COURSE
6'MIN 21A AGGREGATE BASE
PROFILE
70' MIN.
1992
3.02
STONE CONSTRUCTION ENTRANCE
Jo' MIN, EXISTING
PAVEMENT
j FILTER CLOTHS 5' MIN.I ql
/ SIDE ELEVATION
GROUND
JD' MIN.
9 WASHRACK
I F- (OPTIONAU
12' NIN."
]o•
L V➢OT a] I
POSITIVE DRAINAGE
COURSE AGGREGATE B
I TO SEDIMENT
TRAPPING DEVICE
MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
PL
AN VIEW
12' MIN.
till
to`i=emu1;24-!►i ����141 •i�1*1�
•
RE
SECTION I
Source: Adapted from 1983 Maryland Standards for Soil
Erosion and Sediment Control. and Va. DSWC
PAVEMENT
PAVEMENT
STONE
CONSTRUCTION
ACCESS
ASPHALTPAVED
WASHRACK
EXISTING
2%
2%
PAVEMENT
~
12% 12'MlN"
~
'MUST EXTEND FULL WIDTH
_ ^
'LnJ
POSITIVE DRAINAGE
TO SEDIMENT
OF INGRESS AND EGRESS
��
TRAPPING DEVICE
OPERATION
PLAN
12'MIN. POSITIVE DRAINAGE
TO SEDIMENT
-�y TRAPPING DEVICE
FILTER CLOTH
SECTION A A
A minimum water tap of 1 inch must be installed with a minimum 1 inch ballcock shutoff valve
supplying awash hose with diameter or 1.5 inches for adequate constant pressure. Wash water must
be camed away from the entrance to an approved settling area to remove sediment. All sediment shalt
be prevented from entering storm drains, ditches or watercourses.
PAVED WASH RACK
NO SCALE
10' MIN.
EXISTING
PAVEMENT
10' MIN.
BERM
Plate 3.02-1
Compacted Soil
Non-Erodoble Liner
18' min.
I. Flow
4.5' min.
SOURCE: VA. DSWC PLATE 3.09-1
DD TEMPORARY DIVERSION DIKE
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O SCOTT R. LUNSZ
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NOTE: TH W INL S WILL BE CAPPED
♦♦ UNTILTHIS REA ABILIZED/ONCE
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