HomeMy WebLinkAboutWPO202100014 Plan - VSMP 2021-11-12GENERAL NOTES
OWNER:
IMP 45-112F1; IMP 45-112F2; IMP 45-84A; & TMP 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, 04500-00-00-0112F7, &
04500-00-00-0112F2
TOTAL AREA:
TMP 45-84A: 6.892 ACRES TMP 45-112F7: 0.571 ACRES
TMP 45-85. 0.777 ACRES TMP 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 RESIDENTAL 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 CONDITIONS PLAN SHEET.
BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET. BUILDINGS SHALL
BE 1 Tl 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 SEPARATION
REAR: 20' MINIMUM
NOTE- COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE
LIKE ARCH17ECTURAL 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.
SUBDIWSION STREETS:
CURB & GUTTER
WA TERSHED:
SOU THFORK RI VANNA RI VER WA TERSHED
AGRICULTURAL/ FORESTAL DISTRICT: NONE
TOPO & SURVEY:
TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JUNE 201&
THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND
ASSOCIATES. INFORMATI0N FIELD VERIFIED BY COLLINS ENGINEERING JUNE
2018,
DATUM:
NAD 83
EXIS77NG VEGETATION:
PARTIALLY WOODED (IMP 45-112F1&45-112F2 ARE WOODED & TMP
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
0 DONNELL, LLC IN NOVEMBER 2018. FIELD EXPLORA77ON WAS PERFORMED
AROUND THESE CEMETERIES WITH A PERMIT FROM DHR AND THIS SITE PLAN
REFLECTS THE FINAL LIMITS OF THE 2 CEMETERIES ONSITE. THE FINAL
CEMETERY REPORTS WERE SENT TO DHR IN DECEMBER, 2018, IDENTIFYING
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 WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN
SECT70N 32.Z9 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
ALBE. CO. STANDARDS.
TRASH:
EACH LOT SHALL HAVE AN INDIIODUAL TRASH CONTAINER.
OFFS/TE EASEMEN T•
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING
RIGHT-OF-WAY, OR WITHIN EXIS77NG EASEMENTS. NO OFFSITE EASEMENTS
ARE PROPOSED WITH THIS DEVELOPMENT.
NOTES:
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 - VSMP PLAN
(WPO 202100014)
RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
PF
i
45-76A
ESTES ISABEL T
PC 386
TMP 45-84 &` TMP 45-76D
45-84A2 BRANDT, JOHN E B
N/F / DB 1628 PC 128
COMMONWEALTH /
OF VIRGINIA C/0 '
/
/
VDOT RIGHT OF
WAY SECTION i LOT r
DB 1821 PC 605 r r r l TMP 45-76 TMP 45-76B
\ WEBER, LEWIS A LIMN TRUST
DB 4 PC 4 1
LOT5 ' ' ��` JOHNSTON, JACOBA KAY '� l
3677 PC 444
' 4 YLOT4
LOT8 .... .. .. ,
TMP 45-75
WEBER, LEWIS A LIVING TRUST
/ LOT9 ` — ' — — DB 4998 PG 433
LOT 3 1 \ LOT
io
1 LOT 2 - - - LOT LOT LOT LOT
12 13 s4 25 LOT16 LOT r �
LOT
i
LOT
18
114 rA
VICINITY -MAP
;SCALE: 1" = 2000,/
Sheet List Table
Sheet Number
Sheet Title
2
COVER
2
ESC PLAN NOTES & DETAILS
3
EROSION & SEDIMENT CONTROL PLAN - LOT CONSTRUCTION
3A
EROSION & SEDIMENT CONTROL PLAN - LIMITS OF DISTURBANCE MAP
4 TOTAL NUMBER OF SHEETS
APPROVED
by the Albemarle County
No. 35791 1�1
7/12/21 Aj
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LOT TMP 45-82 z ti
S 22 N/F BROWN, MARILYNNE, UNDINE HUNT, M
LOT -y I� / LOT __ J ~ e3t�.5}g7htI4z+,i x"'r t-" s \\ LOT �1 DENSYE BROWN & EBONY CARTER M 7
_ 46 ri xn. t� e w �Ix rf; x: 3,�' DB 5002 PC 606 LEGEND Z
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EROSION CONTROL PLANIMETRICS 14 Q
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SAFETY FENCE 3.01 F PAVEMENT
$ 1 44 EDGE 0
CURB N
� 49
1
TM 45-86A 1 4 )LOT— — —"4 \ �' ^\^ �'— CR CONSTRUCTION ROAD J. SOIL BOUNDARY N
STABILIZATION
N/F COMMONW LTH OF VIRGINIA—_—Ki'F • 43 - "
::1 �+, ` _- -- --� /.; e LOT ,�' 1 TMP 45-82A CE CONSTRUCTION ENTRANCE 3.02 BUILDING N RIGHT OF WA DIVERSION 1 47 I k
DB 2014 G 24 - ,24 N/F THIRD MESA LLC
DB 4841 PG 138 SILT FENCE 3.05
LOr / , - SF
PROPOSED ASPHALT '
_ 1
�5 STREAM BANKS
INLET PROTECTION 3.07 w
� Lor �\ � 100' WPO BUFFER �
J
-- I i ` ` � 26 � DD TEMPORARY DIVERSION DIKE 3.09 J U"I _ _ _ _ _ _
S PROPOSED EASEMENT, VARIES
TMP 45-81 WITH SHEET
LOT 1 1 " - i � � "- i `~i N/F THIRD MESA LLC TEMPORARY RIGHT-OF-WAY 111
�
L- I LOT 31 1� - DB 4841 PC 138 ® DIVERSION ® DRAINAGE PIPE U)
LOT ',iI LOT LOT Lli
32 \ I LOT ST TEMPORARY SEDIMENT TRAP J.13 O
LOT LU
LOT LOT LOT LOT L 6T 35 ii �� 34 d I — 1 BENCH MARK
LOT 41 40 39 I 38 37 3 I _ _ I LOT SB SEDIMENT BASIN J.14 VDOT STANDARD STOP SIGN 0 z L1J
4 I
28 �� PROPOSED HANDICAP PARKING J
-"-- 1S OUTLET PROTECTION 3.18
� , i __--- _ SPACE STRIPING 7�
---------------'----t-- �I I--�-- LOT INLET PROTECTION
I 29 RR RIPRAP 3.19 ® _ 0
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LOT RR UTILITY STREAM CROSSING 3.25 — — —200— — — EXISTING CONTOUR ci
0
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TMP 45-112F
\ N/F FOUNDATIONS LLC
TMP 45-86 C/0 FOUNDATIONS CHILD DEVELOPMENT
N/F ALBEMARLE SOCIETY FOR THE DB 2834 PG 1
PREVENTION OF CRUELTY ANIMALS INC II `
DB 2096 PC ili \
1 1
11
RIVE �
BERK RO 1403 3
Q - - STATE TE
1
STORMWATER MANAGEMENT NARRATIVE:
STORMWATER QUALITY & QUANTITY REQUIREMENTS ARE BEING PROVIDED BY
THE BERKMAR OVERLOOK PROJECT, WPO 201900050 (DEQ PERMIT # VAR 10N611).
3 PROPOSED CONTOUR Y
_ _ J TO TOPSOILING J. zoo
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SEDIMENT TRAP OR BASIN O V
SA TEMPORARY SEEDING 3.31 —
PS PERMANENT SEEDING J.32 DRAINAGE DIVIDE LfiO
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LIMITS OF CLEARING/GRADIN O �.,/
`' TP TREE PRESER VA 77ON J. clAND PROTECTION LIMITS OF DISTURBANCE W w
J
-- DC DUST CONTROL 3.39 DIVERSION DIKE W
RIGHT-OF-WAY DIVERSION F_ Q
O O TREE PROTECTION (n _ -- — =k VIRGINIA EROSION &SEDIMENT CONTROL
HANDBOOK SPECIFICATION NUMBER SAFETY FENCE
t.. --X-X-X-X-X-X-X- SILT FENCE Q
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- PROPERTY LINE
-_71 PROPOSED CONCRETE Q
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JOB NO.
182152
SCALE
AS SHOWN
SHEET NO.
1
E&S GENERAL NOTES
GENERAL CONSTRUCT/ON NOTES FOR EROSIONAND SEDIMENT CONTROL PLANS
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. A# 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. Al 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 a roved designated borrow area.
PP 9
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of
PP Y.
roots, stumps, wood, rubbish, and other debits.
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 13301 of the Code ofAlbemade.
14. Borrow, rill or waste activity involving industrial -type power equipment shall be limited to the hours Of 7:00am to
9:OOpm.
15. Borrow, fill 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 collapse.
16. The developer shall reserve the right to install, maintain, remove or convertto 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 75lbs/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 80lbsllOOsf. Altematives are subject to approved by the County erosion control inspector.
18. Permanent stabilization shall be time and fertilizer, permanent seeding, and mulch. Agricultural grade limestone
shall be applied at 90Ibs11000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at
1000lbs/acre and consist of 10-20-10 nutrient mix. Permanent seeding shall be applied at 180Ibs/acre and
consist of 95% Kentucky 31 or Tall Fescue and OS% Perennial Ryegmss or Kentucky Bluegrass. Straw mulch
is to be applied at 80Ibs1IO0sf. Alternatives are subject to approved by the County erosion control inspector.
19. Maintenance: A# 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
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- 207B)
1992
SILT FENCE DROP INLET
PROTECTION
2 X 4' WOOD FRAME
➢ROP INLET
3' MEN,
II
II
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 57) 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
- --------
�J
i
GRAVEL FILTER
RUNOFF WATER
SEDIMENT J
CONCRETE GUTTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
" GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
TABLE 3.31-C
TEMPORARY SEEDING PLANT
IVATERIALS, SEEDING RATES, AND DATES
TOTAL LBS
b
GENERAL SLOPE (3:1 OR LESS)
PER ACRE
EE SDING RATE
NORTH"
SOUTH
SPECIES
311 511 8115
ells 5n 911
PLANT
CHARACTERISTICS
KENTUCKY 31 FESCUE
128 LBS.
Acre IOOD RI
In to to
8ns
to to to
oo 9s4r30
RED TOP GRASS
SEASONAL NURSE CROP
2 LBS.
20 LBS.
OATS
36u.(UP 1.100lb...
2Im.
X
-
-
%
-
-
Ueeapriog,sriatia(e.g.,Noble).
(A.ma Neliva)
not lees roan 50111..)
SEASONAL NURSE CROP
150 LBS
RYE'
( f
2 bu. (up to 110 lbs.,
not 1. Ours 50 lba,)
2.51ha.
X
-
X
X
-
x
Use for late fad mailings, winter
w.m. Tolerats .[it and I.
moistm.
FEBRUARY 16 THROUGH APRIL
ANNUAL RYE
GERMAN MILLET
SO lbs.
approx. l lb.
-
X
-
-
X
-
Warm-waam annual. Dies at first
(Satan italical
frost. May be added to wnddm
mixes.
MAY 1 THROUGH AUGUST 15
AUGUST 16 THROUGH OCTOBER
FOXTAIL MILLET
ANNUAL RYE
ANNUAL RYEGRAW
rolbs.
I'A Has.
x
-
x
x
-
x
May bedded idmt.ea. Will
(IAIi°m multi-Flomml
snow ow of twat stands.
NOVEMBER THROUGH FEBRUARY 15
WINTER RYE
WEEPING
IS Has.
s'A ou.
-
X
-
-
X
-
warmpmennid, May
LOVEGRASS
F( .rsmaltq Nrvulal
bmcM1. TTolm olerates hot, dry slopes
and acid, infertile soils. May bead"
PERMANENT SEEDING
SCHEDULE
to
KOREAN
25 lb..
am... I'A
X
x
-
X
X
-
warm mown annual Iegum,
NO SCALE
LESPEDEZA`
Ibs.
Tolerates acid its. May be
ems" Ia`a
adddtomixda,
(STD. & SPEC. 3.32 OF VIRGINIA
EROSION &
Is Northern Piedmont and Mountain region. See Platy 3.22-1 and 3.22-2.
SEDIMENT CONTROL HANDBOOK, 3 R D ED.)
b Southern Piedmont and Coastal Plain.
` 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.
1. TIME AND FERTILIZER NEEDS SHALL BE
DETERMINED BY SOIL
May a4l be planted between here dares.
TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32.
2. SEEDINGS TO BE MULCHED IMMEDIATELY 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 47X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.nwl
,,,r�Ig�rI111II Illtyl,Iyl
Pzow
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
J 4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
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
CONSTRUCTION
STONE
CONSTRUCTION
2%
70' MIN.
3" SM-2A ASPHALT TOP
COURSE
�- 6" MIN. 21A AGGREGATE BASE
PROFILE
70' MIN.
1992
STONE CONSTRUCTION ENTRANCE
70' MIN. I EXISTING
"
=•f
IIIIIII�I
IR
.YID`
ry+1
RI
It:'
v„
i'i t3l •:
V➢DT 41
~� POSITIVE DRAINAGE
t➢' H1N.
COURSE AGGREGATE g
TG SEDIMENT
TRAPPING DEVICE
" MUST EXTEND FULL WOTNJ
OF INGRESS AND EGRESS
PLAN VIEW
OPERATON
12' MIN.
3" MIN.
b' MIN.
FILTER CLOTH
RE]
SECTION B-B
Source: Adapted from 7983 Maryland Standards for Soil
Erosion and Sediment Control. and Va. DSWC
EXISTING
PAVEMENT
ASPHALT PAVED
WASHRACK
EXISTING
2% 2% PAVEMENT
12% 12' MIN'
_ ^ �� POSITIVE DRAINAGE
'MUST EXTEND FULL WIDTH `yLnJ TO SEDIMENT
OF INGRESS AND EGRESS TRAPPING DEVICE
OPERATION
PLAN
12' MIN. POSITIVE DRAINAGE
TO SEDIMENT
2% TRAPPING DEVICE
FILTER CLOTH J _
SECTIONA 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 foradequate constant pressure. Wash water must
be carried away from the entrance to an approved settling area to remove sediment. A# sediment shall
be prevented from entering storm drains, ditches or watercourses.
PAVED WASH RACK
NO SCALE
3.02
Plate 3.OZ-1
Compacted Soil
Non-Erodable Liner
18' min.
f Flow
SOURCE: SOURCE: VA. DSWC 4.5' min. PLATE 3.09-1
DD TEMPORARY DIVERSION DIKE
No. 35791 1�1
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JOB NO.
182152
SCALE
N/A
SHEET NO.
2
\ i TMP 45-76D / \ \ / \ \ \ \ \ \
BRANDT, JOHN E B
\�\ ' _�/ NOTE:ALLYARD DRAIN INLETSWILL BECAPPED
NOTE: PHASE II - EXISTING ENTRANCETOBERETJIZS�ED. / \ `\ \ `\ UNTIL UPLANDAREASARE STABILIZED. ONCE
---- 1 __ C NSTRUCTIONEN TEDDOWN TOTMP45-76 // / \\ \\ / `\ STABILIZATION HAS OCCURED, REMOVE
S6, SF w�WIRE —�\ B IVE. WEBER, LEWIS A LIVING TRUST/ \\ \\� �\ THE CAP AND INSTALL THE INLET GRATE.\\
SUPPORT \ / \ DB 4998 PG 441/—'
�,TH OF �
O SCOTT R. LLINSZ
C) No. 35791 a
/ 0p0 7/12/214�
♦XA"�" (4) INL S WILL BE CAPPED I NAL E
NOTE: TH
♦1 / — / TMP 45-76B
UNTIL THIS REA ABILIZED!ONCE Y
♦♦♦ Q \ \` TABILIZAT ASOCCUR� REMOVE JOHNSTON, JACOBA KAY
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\ LIMITS OF DIS B NCE FORTHE \\ \\\ / ° I `+�`+ \ \ \\ ■ ' `\� - _
/ _ \ LIMITS OFTREE---__ ■
\\ \\ ENTIRE DEVEL \ T=g.6gAC F w WIRE\ \ \ / LOi46 // / LO LIMITS OF
TMP45-82 \-_ ....
\ \ \ \ \ S RT \ \ LOT ` 4 I N - / / I U / / / / / -�. \ N F BR MARILYNNE, UNDINE HUNT, H r4 r4 r4 r4
\ \ \ I 6 / TREE CLEARING /
DENS BROWN & EBONY CARTER
\ \ \ \ TMP 45 86A \\ \\ , 1 \ \ 1 - I i // // \ \ \ \ LOCATION OF / \ \\\ DB 5002 PG 606 N m N rl
\ N%F COMMONWEALTH OF VIRCINIA �\ ■\ l { L / LV 145 / // / PORTA-POTTIES \TP \ OVERAL LIMITS OF DISTURBANCE FORTHE ENTIRE
\ 1 1 `RIGHT OF WAY DIVERSION \ 1 - / / / 5' - s \
\ DB 2014 PC 24 \ , IP 1 t 1 { 1 / / / - N \ \ DEVELO ENT, UNDER SEPARATE FfERMIT, TYP.
I / / � \LOCATION OF � \ \ ■ \
LOT49 ' // // / �C \ DUMPSTER \ ■ '
Y• I /\_/ • \LOCATION OF-l_---- /' \ \ 1 iOT44 / / / ' ' _RAIN GAUGE ■
I I / \ \ \I \ \ ( s '' / { // I , / / � LOCATION OF - �� _ _ ■
-- \ NOTE: T SE (z) INLETS ILL BE CAPPED \\ P // --/ / ° P FUELING TANK NOTE: TtSET2) INLETS WILL BE CAPPED
UN THISAREAISS BILIZED.ONCE UNTILTJOISAREA ISSTABI�ED-ON /
\\ \STA LIZATION HAS OC ED, REMOVE / LOT43 aJ h / i \ STABILI■ATION HAS DCCURED, REMOVE ( j
\ THE APANDINSTALLTH INLET GRATE. \ / t/ / 7` \ ' /, ,' ', .. Y \ P THEY *ANDINSTALLTHEINLETGRATE. / /
LOTz: \ • O z z
TMP 4
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T\ - / S E LOT z6 \ \ PROPOSED LIMITS OF DISTURBANCE ASSOCIATED WITH THE CONSTRUC IONOF LOTS 27-30=0.62 ac. SEE SHEET 3A FOR THIS
—
\\ \ \\ \ \ / - — -- ,✓ s TOTAL L.I.
\ \ \ \ \ \ \ ` " •1 rr. v' { s _ .c _P - -- GE \ LIMITS OF DISTURBANCE BOUNDARY & AREA, WHICH ENCOMPASSESTHEPROPOSED N V)
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...CONTRACTOR STAGING, STORAGE, \ _ _ ® O \ AREAS ASSOCIATED WITH THE FUTURE LOTS CONSTRUCTION. v 1
&MATERIAL DELIVERY AREA _ _ TMP 45-81 /
11 \ \\\ \\\ \\ \\\ \ • I t — — I G—"' FOR CONSTRUCTION OF 3 53 / I \I \ N/F THIRD MESA LLC '
LOTS 27-30 (32�x8O') IP:: 34 34 1 ��\ DB 4841 PG 138 / 1 O
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■ LO 39 / LOT/36 3y5 t: { \ /
1 PRl�PERT�`�INEAI�DOU IDEOF HE LIMITS OF ING. 1 x �d�f41 L0T4o � LOT38! OT37 / /� /� ,` ____ / __ `� �\ \ I `, \ 'STABILI 10N ASOCCURED,REMOVE
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\ \ \ x TOP TELL S OP S Y w „ — 1 ip \BE TIED DIRECTL INTO THE PROPOSED YARD //
I � I ROPOS D ROOF DRAINS FOR LOTS 27-30 SHALL
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N/F ALBEMARiE'-SOCIETY FOR THE , • T P- x, i• i .. / . , • .. }•,. y • • . % , .,< / I \ \ I —� — — / / / /
PREVENTION OF CRUELTY TO ANIMALS ING _ _ �• •/. �.; \ ' / / ! 1
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\ \ \ \ \ NOTE: THESE (5)INLETSV`[LLBECAPPED I �� -- N/FFOUNg6T1oNs-LLC - - - - -
LOCATION OF CONCRETE \ \
UNTIL THIS AREA IS STABILIZED. ONCE C/O FQUNR4TIONS CHILD DEVELOPMENT , \ \ \ \ \ // //
STABILIZATION/HASOCCURED,REMOVE / /--- DB 2834 PC 1 WASHOUT�REA \+\y_ \ ♦ S3�\\ \\ " // // w \w\ —
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\-1 '— \ \\ AND FILLED WITH FL WA EFILCAND \ — 182152
—_—zo I o —20 40 Bo ---- Teo 1 / ,, \ ----- —
_ _ � _ — � � � i �" / THE OTHER PIPE WILL E U LIZED FOR \ SCALE
---__—_--- \ NOTE: RELOCATE THE CONSTRUCTION ----E OUTFALL \ 1
ENTRANCE FROM THE EXISTING ENTRANCE �' CI E \ ---' — -1-` I III = 40'
/_----- ON WOODBURN ROAD TO THIS LOCATION OFF
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'Th�P 45-84 & 45-8 2
N/F -COMMONWEALTH OF
VIRGINIA M VDOT RIGHT
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DB 1821 PC 605 I `w
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1PHASE VI[
i TMP 45-76D
BRANDT, JOHN E B YARD &ROOF DRAIN NOTES:
/ /' �, \\ `\ \\� \ \\ `\ ` i. THE FRONT ROOF DRAINS FOR BUILDINGS 7-52 SHALL �`' TH IT
vv i � �� i ` `v v v
`\ - - - - - --\\� \`\ `\ \`\ TIE DIRECTLY INTO THE PROPOSED YARD/ROOF
`�� TMP 45-76 ,' `\ \\ `\ `\ `\ DRAINS SHOWN IN FRONT OF THE BUILDINGS.
------ _____ — \ WEBER, LEWIS A LIVING TRUST-' SCOTT R. LLINSZ
\ DB 4998 PC 441/— `\ `r� \ ` \ 2. THE REAR ROOF DRAINS FOR BUILDINGS 1-S2 SHALL o
\\ \\\ \\\ TIE DIRECTLY INTO THE PROPOSED YARD/ROOF U No. 35791 ,a
DRAINS SHOWN BEHIND THE BUILDINGS. 7/12/21��
TMP 45-76B
JOHNSTON, JACOBA KAY
' \
PROPOSED LIMITS OF DISTURBANCE
ASSOCIATED WITH THIS PLAN TYP.
N/F BROWN, MARILYNNE, UNDINE HUNT, _
\ \ \ \ \ �j _ — I .� . • / / / / / " •_ -\ \ -.. / // \ DENSY BROWN & EBONY CARTER \
\ \ \ \ TMP 45-86A \ \ J , , / " ; , • \ — \ E DB 5002 PC 606 \
\ \ \ N%F COMMONWEALTH OF VIRCINIA` \
\ 1 1 ARIGHT OF WAY DIVERSION \ , PHASE I II B
DB 2014 PC 24
i
TMP 45-86
N/F ALBEMARiE'SOCIET FOR THE
PREVENTION OF CRUELTY TO ANIMALS INC
DB 2096 PC III
\ \ \
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fl/F FOUNDATIONS-LLC
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