HomeMy WebLinkAboutWPO202100014 Plan - VSMP 2021-05-24GENERAL 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 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.
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 INDIODUAL 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 - ESC 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
\ WEBER, LEWI A LIMN TRUST
DB 4 PC 4 1 TMP 45-76B
•
LOT JOHNSTON, JACOBA KAY '� l
5 3677 PC 444
' 4 YLOT4
\ .
LOT8 .... .. .. ,
TMP 45-75
WEBER, LEWIS A LIVING TRUST
LOTS ` - ' - — DB 4998 PG 433
+ " LOT 3 1 \ LOT
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LOT LOT LOT LOT
1 I Iz 13 14 15 LOT LOT
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LOT z _ " � � � I17
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LOT
VICINITY -MAP
;SCALE: 1" = 2000,/
Sheet List Table
Sheet Number
Sheet Title
1
COVER
z
ESC PLAN NOTES & DETAILS
3
EROSION & SEDIMENT CONTROL PLAN - LOT CONSTRUCTION
3A
EROSION & SEDIMENT CONTROL PLAN - LIMITS OF DISTURBANCE MAP
0
TOTAL NUMBER OF SHEETS
No. 35791 1�1
5/18/21 Aj
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LOT DENSYE BROWN & EBONY CARTER M Ir
DB 5002 PC 606 LEGEND
O
7
® EROSION CONTROL PLANIMETRICS
LOT v � � 45 I * `�*� ti �1xw .+; � a
// SAFETY FENCE - EDGE OF PAVEMENT
a
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1 LOT •-1, 44 CURB N
CONSTRUCTION ROAD C)
STABILIZATION
/ TM 45asA � � ;,I I , '1`. � _LOT_-- I _`- ---"4_ \ /' ^ CR J. � � SOIL BOUNDARY w N
N F COMMON W LTH OF VIRGINIA ! L(3'F-- • 43 ,
::1 �+, ` __- ----�"�.; e LOT ,�' 1 TMP 45-82A CE CONSTRUCTION ENTRANCE 3.02 BUILDING N w
RIGHT OF WA DIVERSION , 47 I 1
DB 2014 G 24 N/F THIRD MESA LLC
DB 4841 PG 138 SILT FENCE 3.05 ; 1
O PROPOSED ASPHALT
STREAM BANKS
0INLET PROTECTION 3 07 Ld
_ � 1
' > / LOT �\� � � � PROPOSED EASEMENT,
WPO BEMENT, VARIES ER J �
26 'U ^)
& TMP 45-81 TEMPORARY DIVERSION DIKE J. — — — — — — J v
- ® WITH SHEET
LOT % - ~I N/F THIRD MESA LLC TEMPORARY RIGHT-OF-WAY ill
L- LOT z - DB 4841 PG 138 DIVERSION ® DRAINAGE PIPE O
Iil LOT 3 LOT i W
1 LOT LOT i LOT 33 3z \ 27 I O ST TEMPORARY SEDIMENT TRAP J. 13 BENCH MARK
I LOT LOT LOT 34 W
I 35 �
LOT LOT LOT 39 38 37 36 III ___ _N I LOT SB SEDIMENT BASIN J. VDOT STANDARD STOP SIGN z w
/ 4 z8 I I & PROPOSED HANDICAP PARKING J
— OP OUTLET PROTECTION 3.18
----- - _----'----t-- 1- _? O SPACE STRIPING IrfO l%i
r — — LOT
7
z9 RR RIPRAP 3.19 ® INLET PROTECTION
LUj
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LOT RR UTILITY STREAM CROSSING 3.25 - - -200- - - EXISTING CONTOUR 1
0
1
TMP 45-112F
\ N/F FOUNDATIONS LLC
TMP 45-86 C/0 FOUNDATIONS CHILD DEVELOPMENT
N/F ALBEMARLE SOCIETY FOR THE 1 DB 2834 PG 1
PREVENTION OF CRUELTY TO ANIMALS INC
Il
DB 2096 PC Ill \
1 1
1
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HERKMA T 1403 3
STATE Ro
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3 PROPOSED CONTOUR Y 0
TOPSOILING 3.30
LU
SEDIMENT TRAP OR BASIN O V
SA TEMPORARY SEEDING 3.31 — O
DRAINAGE DIVIDE J
PS PERMANENT SEEDING J.32 U)
LIMITS OF CLEARING/GRADIN
+' TP TREE PRESERVA7ON J.
O AND PROTECTION LIMITS OF DISTURBANCE LLJW
-� DC DUST CONTROL 3.39 DIVERSION DIKE LU
LU 0
RIGHT-OF-WAY DIVERSION
— -- =k VIRGINIA EROSION & SEDIMENT CONTROL O TREE PROTECTION U)
- - HANDBOOK SPECIFICATION NUMBER SAFETY FENCE Q
t. _ _ --X-X-X-X-X-X-X- SILT FENCE J ~
W
- PROPERTY LINE
- - - PROPOSED CONCRETE J Q w
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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 fi/I material to be taken from an approved, designated borrow area.
11. All waste materials shall be taken to an approved waste area. Earth fi// shall be inert materials on/ 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 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 751bslacre, 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 801bs1IO0sf. Alternatives 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 0,5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch
is to be applied at 80Ibs1IO0sf. 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.
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 A- WOOD FRAME
➢ROP INLET
3' MIN.
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 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
TABLE 3.31-C
TEMPORARY SEEDING PLANT
M1tATERIALS, SEEDING RATES, AND DATES
SEEDING RATE
NORTH°
SOUTHb
PLANT
5/1
5/1
BITS
2I15
5/1
9/1
SPECIES
CHARACTERISTICS
perc
IWO flr
m
to
to
m
to
to
6/30
8/I5
Illl
4130
9/1
II/IS
OATS
3 bu. (up to IIXl lbs.,
2 Ibs.
X
-
-
%
-
-
Uee spring variUies (e.g., Nobk).
(Avena aeliva)
not lea they 50IbaJ
RYE'
2 bu. (up to 110 lbs.,
2.5Iha.
X
-
X
X
-
X
Uee Poi late fall seedivgs, sviekr
(SOW £Sl5lIR)
eol lee thou Sfl lbs.)
cover. Tolemta wld and low
moislue.
GERMAN MILLET
SO Iba.
approx. 1 lb.
-
X
-
-
X
-
Warm-seaam aon'ul. Dim at first
(Sal+^a iyliral
fsaaz. May he added to mmnser
mixes.
ANNUAL RYEGRASSs
6016s.
1'h Id.
X
-
X
X
-
X
May be added in misty. Will
(Wlium multi-Flomml
vow out of roost r•"its.
WEEPING
IS His.
5'h
X
-
-
%
-
Warm-uasm pmennid, May
LOVEGRASS
bum:M1. Tolerates hot, dry slopes
(FramWlie Nrvukl
and acid, infertile soils. May be
added 10 mica.
KOREAN
13 I68.
apprux. I'h
X
X
-
X
X
-
Warm susoe annual legume.
LESPEDEZA`
Ibs.
Tolenta acid soils. May be
(L9.�£P sti Iota
added to mixes.
° Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2.
b Southern Piedmont and Coastal Plain.
e May be used as a rover crop with spring seeding.
d May lX: used as a cover crop with fall seeding.
X May be planted between these dates.
- May 441 be planted between these dates.
GRAVEL CURB INLET SEDIMENT
FILTER
�J
i
GRAVEL FILTER
RUNOFF WATER
It, NOW WIRE MESH
FILTERED WATER
as
SEDIMENT J
CONCRETE GUTTER
B 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.
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.,,,r�I��rI11III Illt�yl,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 HE 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
1992
STONE CONSTRUCTION ENTRANCE
I 70' MIN. 1 EXISTING
FILTER CLOTH' 6' MINJ I MOUNTABLE BERM
SIDE ELEVATION
GROUND
PAVEMENT
27
IIIIIII�I
.YID`
ry+1
TI
v„
,i'i t3l •:
V➢DT Y]
RE]
~� POSITIVE DRAINAGE
t➢' H1N.
COURSE AGGREGATE a
TO SEDIMENT
TRAPPING DEVICE
" MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
PL
AN LAN VIEW
12' MIN.
f
'
3" MIN.
Y MIN.
FILTER CLOTH
SECTION B-B
Source: Adapted from 7983 Maryland Standazds for Soil
Erosion and Sediment Control. and Va. DSWC
3.02
Plate 3.02r1
No. 35791 1�1
5/18/21 "Aj
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STONE 70' MIN.
TOTAL LBS CONSTRUCTION
GENERAL SLOPE (3:1 OR LESS) PER ACRE ACCESS 3"SM-2AASPHALT TOP
COURSE EXISTING 0)
2
2% PAVEMENT �
KENTUCKY 31 FESCUE 128 LBS. ,s.'- ~a:. �•; ,-;.. �
RED TOP GRASS 2 LBS. M
SEASONAL NURSE CROP 20 LBS. 6"MIN2fAAGGREGATE BASE ('7
150 LBS PROFILE N z
SEASONAL NURSE CROP STONE �70'MIN. � � -
CONSTRUCTION ASPHALT PAVED �%
FEBRUARY 16 THROUGH APRIL ANNUAL RYE ACCESS � WASHRACK Compacted Soil � It J J
MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET �Non-Erodcble Liner�Q
AUGUST 16 THROUGH OCTOBER ANNUAL RYE18" min. �EXISTINGNOVEMBER THROUGH FEBRUARY 15 WINTER RYE2%2%PAVEMENT �
2% 12'MIN"
PS i -- I -lull- I -lllLl- I lllll- I I " O w� PERMANENT SEEDING SCHEDULE IIIIIIIIIIII�� 1 1 1 N
NO SCALE L--� �- POSITIVE DRA/NAGS 4.5' min. W
(STD. & SPEC. 3.32 OF VIRGINIA EROSION 8C iL1USTEXTEND FULL WIDTH
OF INGRESS AND EGRESS + TO SEDIMENT SOURCE: VA. DSWC PLATE 3.09-1 _ > � w
SEDIMENT CONTROL HANDBOOK, 3RD ED.) OPERATION 1 TRAPPING DEVICE LU �
NOTES: PLAN pp TEMPORARY DIVERSION DIKE � J � °
12' MIN POSITIVE DRAINAGE Z
1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TO SEDIMENT
TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32. 2% TRAPPING DEVICE w O
2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION � = Q
OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35. FILTER C[OTH 2:-1SECTIONA A 0 �
A minimum water tap of 1 inch must be installed with a minimum 1 inch ballcock shutoff valve J
n// nJ
supplying awash hose with diameter or 1.5 inches foradequate constant pressure. Wash water must LL O °
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. 0�
PAVED WASH RACK W U l z
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182152
SCALE
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2
\ i TMP 45-76D / \ ` / \ \ \ \ \ \ \
BRANDT, JOHN E B
\�\ ' _�/ NOTE:ALLYARD DRAIN INLETSWILL BECAPPED
NOTE: PHASE11- EXISTINGENTRANCETOBERETJIZS�ED. / \ \\ \ \\ UNTIL UPLANDAREASARE STABILIZED. ONCE
C WSTRUCTION EN TED DOWN TO TMP 45-76 , / / \\ \\ / `\ 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 �
SCOTT R. LLINSZ
U No. 35791 a
/ 0p0 5/18/214�
♦XA"�" (4) INL S WILL BE CAPPED I NAL E
NOTE: TH
A / — / TMP 45-76B
UNTIL THIS REA ABILIZED!ONCE Y � \ \
♦♦♦ Q \ \` TABILIZAT ASOCCUR� REMOVE JOHNSTON, JACOBA KAY
\I ♦♦ / \ T E CAP AND INSTALL TbFE`INLET GRAT / DB 3677 PC 444 \ \ \ \ \ \ \ \
SF SUPPORT
s \\ ♦♦♦ �\ _ \\ \•� \`\max \— �\ moo, w���e \ "\" /\ \\�' P 45 75 \\\ \\ \�\ \\� n
\ ♦ \ -R1I1 LIMITSOFEXISTINGPAV,EMEN ,,P� \ — — — — — -
U \ WEBER, LEWIS� LIVING TRUST \ \ \
s \ \ OT 8 ♦♦ \ \ E \ \, _ ROA�G �• , \ DB 4998 �G 433
\ \ \ \ \\ ,�„ 2, NOTE:THE E(2)1 LET WILL CAPPED\
\ ♦♦ \ \ --/ _ = PS /- r♦�__ - \" UNTILTHI$AREA SS ABILIZE O
\ LOTg ♦♦ \ ---- _ -- f ♦1�� TABILIZtkTION A OCCURED,REMO `\ \\ / \\ --__ o
WANENTDECORA`FIVEF\, WI / IP _ 1 \ \ \ \ n
ATEDACCESS SHALLBEINSTALLED \ ♦♦* / - qp =-----�� ♦♦♦�• 7 A ANDI S ALLTHEINLETG ATE. \\ \\\ w w
Vp EACH ClME,.E N SEE THE FIN 1 �♦ �1♦ \ / \ VZ, z f
ANANDR TILITY ♦ \ \ \ SF \\ \\ ¢ f
FOR DE \ �' E ♦♦ ■ \\ `\ oU oU
@� \ 6` /\". LOZ\1♦�/ /I ■ram LOT 15 1 IP\x\� \ \'\ \ \\\\. \\\��_ EAJ =O O
\I\ S �♦ f , Y ss \\ \\ \\I _ \ OUTSIDE OF THE LIMITS OFGRADING/TREE `\ % W UU m
NOTE: CONTRA 0 S ALL \ 1 PS Tp HAINLINK FENCE TOIII / LOT \ s A\ / PROTECTION SHALL BE INSTALLED OWN THE / \\ a a
MAINTAIN PO IT IV SL PE - ♦ tNCOMPASS EXISTING"I HAINLI FEtQCE 0 1== '`' -_ / \ \ ��� CK OF THE SILT FENCE. w w
-ALONG DI RS TUBE I� \ —�---- ( CEMETERY II y'. / E COMPMETERSS EtSTNG 7 —== icy .I / \ \\ \ \ \ \ i d a
IN T IS OCATION. •� _ IP I \\ P // 6 r LDl ig \ \ ` \ \ _ w♦♦ �\ w UU
\ILE
'
\\ f_RSION BERM \ s� \ ♦ 1 LOTSz I`\cY — �T-� IP a ,
\ \\ \\ SHALL\HAVE A MIN. \\ \ - .� ". IP \ LOT z1 \
\ \\ SLOPE OF z \ / 1 \ \ ♦1 \ 1 - \ \ \ NOTIL THESE (z) IN F�♦.LIM
,_\ \ \ \ 1 \ . /' � ^-• : � �•*-� ,- � \ `\ NTILTHIS`AREAISS B�LINCE
\ \\ \\ e 1 \ \\■ - LOT 51 j llt \ \ \ LO zz \ \ \STABILIZATIO`N\HASOCCUREO"--EMOVE
THE CAP AND INS�T\ALL THE INLE�GRATE.
\ LIMITS OF DIS B NCE FORTHE \\ \\ ° I •*•*✓'*s \ \\ ♦ /' `\�
1 / ' � �* LIMITS OFTREE- --__ ■ � _
\\ \\ ENTIREDEVEL \ T=g.6gAC LOT PROTECTION AND TMP45-82
J R I / / / / / W N N N
\ \ \ \ \ S RT \ \ / TREE CLEARING N/F BR MARILYNNE, UNDINE HUNT,
DE BROWN & EBONY CARTER
\\\ \\ \\ \\ TMP 45-86A \\\ \\ \ \ \ 1 6 1 I /� // //\ \ .,.\ \ LOCATION OF / \ \\\ DB 5002 PG 606
\ N%F COMMONWEALTH OF VIRCINIA �\ ■\ l { L /I LF(T45 /' ,/ PORTA-POTTIES \TP \ OVERAL LIMITS OF DISTURBANCE FOR THE ENTIRE
\ 1 1 `RIGHT OF WAY DIVERSION / 5" - s \
\ DB 2014 PC 24 \ , IP DEVELO ENT, UNDER SEPARATE FfERMIT, TYP.
/ / / LOCATION OF \ \ ■ \
LOT49 ' // / / �C \ DUMPSTER \ ■ -
\\LOCATION OF-•_-
\ \ \ iOT44 _RAIN GAUGE ■
LOCATION OF \ --� ■
-- \ NOTE: T SE (z) INLETS ILL BE CAPPED \\ P / --/ / ° P FUELING TANK NOTE: TFSE (z91NLET5 WILL BE CAPPED
UN THIS AREAISS BILIZED.ONCE LOT48 N / 4` ;* 5 / UNTILTJOISAREA ISSTABI�ED-ON /
\\ SIALIZATION HAS OC ED, REMOVE , LOT43 aJ h / i \ STABILI■ATION HAS OCCURED, REMOVE
AP AND INSTALLTH INLET GRATE. \ / t/ / 7 \ / ,* *, ,. '-'-`Y ` P THEY *ANDINSTALLTHEINLETGRATE. / /
/ /LOT 24 .'>+� IF • TMP 45-82A �/` ,// N 7
/ \ \ \ \ \\ \ \ LOT .\ / / / - i w / — \ �� -- -- \ 1 • N/F THIRD MESA LLC
DID & DB 4841 PG 138 / co
D€Ep,OEDC? \ \ ♦ \\ / //// // N U
LOT 26 \ ' PROPOSED LIMITS OF DISTURBANCE ASSOCIATED WITH THE CONSTRUCTION
\� OF LOTS 27-30=0.62 ac. SEE SHEET 3A FOR THIS PLAN's TOTAL PROPOSED Lr
GE LIMBS OF DISTURBANCE BOUNDARY & AREA, WHICH ENCOMPASSES THE
AREAS ASSOCIATED WITH THE FUTURE LOTSCONSTRUCTION. // N W U')
TMP 45-81 / z
FOR CONSTRUCTION OF N/F THIRD MESA LLC ' Q O
_ I \\ DB 4841 PG 138 /
LOTS 27-30 (32�x80') � � IP �; I� � 34 a 1 ` I. �
S 3 / U
\ � `�\ \\ \\ \ � •� - I I / .-`!5 • / I �'�� � V 1
\`- / \ \ \ \\ I ■ - / /� ' LOT3z LOT31j \ DSCAPING \\ / J w F__
ESMT., TYP. z
LOT / NOTE: THESE ) INL S WILL DE -CAPPED /
\ \ t / // / LOTI3�y 33 , \ i - \ / J O
1 \ NOSE: CON\G(2ACT0 SHALL STALL SILT FENCES' X / I / LO 3g / � LOT/36 LOT 315 � / / : >_, t \LOT z7 I , / \ � UNTIL THIS REA I �TABiCIZED. ONCE /
PRl�PERTY 4INEAI�DOU IDEOF HE LIMITS OF IRiG. x �df41 L0T4o LOT38/ OT37 / \ \ STABILI 10N ASOCCURED,REMOVE // r J
\ TREE PROTECTI SHALL BE INST ED ON THE — LOT 4 I 1 ( / DID / / / _ ♦ THE CAP ANDI STALL THE INLET GRATE. / O
\\ \\ \ ACKSI EOFTH SILTFENCE.o I 1 11 UPL DF�IVER 10 BER / / \ c \_\' --I \ , W
\ \ \ x TO P TECT S OPS Ym „ — 1 ip \BE TIED DIRECTL INTO THE PROPOSED YARD //
\ I \ \ \ \ I ROPOS D ROOF DRAINS FOR LOTS 27-30 SHALL � Z
&ROOF DRAIN NOTES 1 & 2 / � Q
\v I / � A \ V v I rr ■■ / _ q ,� "�_-_'� � �� -� ,• _� �\ I �� �� ° \ THIS EET, I THE UPPER -RIGHT CORNER. // /-
\\\ `\ (\ \\� \\ \\ \\ IP r r rr r ■ _ — � -�_ �Yn �= s� X = .. , ✓ � 11 I. \ \ I I \ \ \ PRIVATE R TAINING // // J
Q
TMP 45-86
N/F ALBEMARiE•-SOCIETY FOR THE
PREVENTION OF CRUELTY TO ANIMALS INC �• _/. _ �. ;
DB 2096 PC III _ „z ..., T =•, �. a *�1\r • _�_. DRFIR
AINAGE
�\ \\ \ \\\ \\ I I I X = + • / * / „ _ ✓ „ �' .,- 1 ESA1T., TYP. \\\ I I \ �` PUBLIC UT
TOESIAT52 \ t `\LOT30\
WIA
\\`--- - uauG \/ W
EXISTING PR�PERTYLINE ESMT., TYP.
------------- D
OO
Ln
_TMP -4S712F — — — — — LLJ
\ \ \ NOTE: THESE (5) INLETS�LL BE CAPPED / N/F FOUNDATIONS-LLC --- \ \ \\ \ / / w
LOCATION OF CONCRETE \ \ LU
UNTIL THIS AREPy13STABILIZED. ONCE \ I / /' c/o FQuNDATraxs CHILD DEVELOPMENT , \ \\ � \ \ ,� /� \
STABILIZATION,HASOCCURED, REMOVE / --- DB 2834 PC 1 WASHOUT�REA \�\y_ \ . S34 \ \ \\ �. `// w / —
\ ______ THE OAP1AN911VSTALLTHE INLET GRATE. \ \ Lij
\ \ /
\\ \I � I\ �-----___--- ___--------_\��� � I III /// � WD � I •:\\ \ \ i \ \\ � \\ \ \\ ,/ // '\ - __—_` ��\ �� I I -I 1 \ \ \ \\ \ \ \ WITH WIRE vJ LL ,,,x
SF BACKING W
\t - _ - _--'---- -- ~ Z
LU
an ■ll
Ln
\ \ I \ \ I \ \\ I `\ `\ \\ \\ `- 11\' I ,// ' - -� _------ ��; •• '''` •sue \ �— _ � LU �
CD W
\ \ \ \ /- - - - - - - - - - \\ \\ \` \\ \\ \\ \\ / / BERKMARDRIVE / N
17-3
Rpm---
80
\ \
\ \\ \\\ \\ \\ \\ ------- PROPOSED LIMIT OFPAVEMIENT-- - 0 w
— — \\ \ _ /J // / II // \\\ _ _—\= —" ''— Vim` d (n
\ - MILL & OVERL91F' '
/ / 1 � -/�" \ \ —' \ I JOB NO.
\I , GR,&PHIC —�1ALE \\ \\ // // - �•�/ NOTE: THIS (1) z4" PI E WI L BE SEALED
I` I I
\ _1 ___ '- \ \\ �" \ / ANDFILLEDWITHFL WA EFILLAND \ - 182152
10 �T 40 _ so ---- 1B0 1 _ / \ ----- _
� � _ - � � � i �" / THE OTHER PIPE WILL E U LIZED FOR \ SCALE
---_--_--- \ NOTE: RELOCATE THE CONSTRUCTION ----E OUTFACE \
ENTRANCE FROM THE EXISTING ENTRANCE ��' \�\ �---' — •1-1 111 = (fQl
ON WOODBURN ROAD TO THIS LOCATION OFF /
IN FEET / / I I _---' �'/� ��� --- BERKMAR DRIVE ONCE THE CURB AND GUTTER II I 1 SHEET NO.
\ ( )/ I I I--------------i/ _—'' ,�✓- ---- —_--,/ AND BASE PAVEMENT HAS BEEN INSTALLED, TMP: \45-uzE TS
1 inch —40/ ft. I I I / \\ — ��\ AS SHOWN. �� \ OWNER: CMAHON, BRIANI& i
TMP 45-76D
BRANDT, JOHN E B
DB" 1628 M-72B
45-84 & 45-8 2 \ / �" ��\\ i \\ i - - - - - --'
' NIF-60#MONWEALTH OF V
VIRGINIA M VDOT RIGHT _;S` - - 1- _ _ _ _ _ _ _ _ _ _ _ TMP 45-76
OF WAY SECTION / 1_ s ` - \ WEBER, LEWIS A LIVING TRUST/
------ DB 1821 PC 605 I �`a�=�\ r `� \\ DB 4998 PC 441/-
\ \ ` - - - - - --------
GR,&PHIC SALE
ao I o zo ao _ so _ — — — ieo I
�,TH OF �
SCOTT R. LLINSZ
u No. 35791 a
loot 5/18/21 ��v4
JOB NO.
182152
SCALE
— — — — — — — ,------- - I - I 111= 40'
( IN FEET) / 4.33 ac. - _ ----�� 1 1/ 1 SHEET NO.
\ - --- i ' /- �\ I4
1 inch-�_40/ ft. I I 1 - NOTE: PHASES MAY OCCUR IN RANDOM ORDER. �� - � -OWNER:CMAHON, BRIANI&
1 3A