HomeMy WebLinkAboutARB201900028 Presentation Initial Site Plan 2019-05-06I,
,
SITE DATA
OWNER: CKW 2, LLC
1747 EARLYSV`LLE ROAD
CHARLOTTESVILLE, VA 22901
INITIAL SITE PLAN
DEVELOPER: BMC HOLDINGS GROUP LLC
400 LOCUST AVE, SUITE 3
CHARLOTTESVILLE, VA 22902 GEORGETOWN HYDRAULIC
PLAN PREPARER: ROUOABUSH, GALE, & ASSOCIATES
172 SOUTH PANTOPS DRIVE
CHARLOTTESVILLE, VA. 22911
(434)-977-8121
TAX MAP PARCEL No:
060FO-00-00-00JDO
PARCEL AREA:
1.05 ACRES
ZONING.,
C-1 ENTRANCE CORRIDOR
AIRPORT IMPACT AREA
CRITICAL SLOPES
NEIGHBORHOOD MODEL DISTRICT
USE.,
PROFESSIONAL OFFICES
BUILDING HEIGHT.'
35' MAXIMUM
SETBACKS:
FRONT 5' MINIMUM (25' MAXIMUM)
SIDE:
10' BUILDING SEPARA 77ON
REAR:
20' MINIMUM
AREA SUMMARIES:
TOTAL BUILDING COVERAGE = 6,775 SF (157)
TOTAL IMPERVIOUS COVERAGE = 14,099 SF (JIZ)
TOTAL OPEN SPACE = 24,908 SF (549)
MAGISTERIAL DISTRICT.:
JACK ✓OUETT MAGISTERIAL DISTRICT
WATERSHED:
SOUTH FORK RIVANNA RIVER
BOUNDARY SOURCE:
PLAT 'DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR,
DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875
PG 331.
TOPOGRAPHY.
SURVEY BY ROUDABUSH, GALE & ASSOCIATES - JANUARY 2019
BENCHMARK:
SANITARY SEWER MANHOLE TOP 610.77 AND TRAFFIC BOX 614.79
DATUM:
HORZ: NA VD 88 VER T.: NAD83
FLOODPLAIN:
THIS PROJECT IS LOCATED WITHIN 'ZONE X" AS SHOWN ON FLOOD INSURANCE
RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFEC77 VE DATE:
FEBRUARY 4. 2005.
PARKING REQUIRED:
13,550 SF x 0.8 = 10,840 SF NET OFFICE SPACE
1 SPACE PER 200 SF = 55 SPACES REQUIRED
PARKING PROVIDED:
58 PARKING SPACES TOTAL
55 STANDARD SPACES-
3 ACCESSIBLE SPACES
s`3 SPACES RESERVED FOR IMP 60E-1 PER DB 1591 PG 160
LANDSCAPING:
SEE SHEET 5
LIGHTING
1. LIGHTING PLAN WILL BE PROVIDED FOR FINAL SITE PLAN SUBMISSION
2. LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
J. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR
MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL
DISTRICTS AND FROM ADJACENT ROADS.
4. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL
SITE WAS FOUND ON SUBJECT PARCEL.
NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL.
THE SUBJECT PROPERTY IS
NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE lS NOT LOCATED
WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
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. 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
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7.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, 8 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 AASNTO 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 AN MAGER 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.
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
U77LITES 6 DRAINAGE SYSTEMS
ci $
-V• arR
71
eZ
��,
m
�tr
[,
'Nc:1Ta1:1 �•s
o-'
Wmk6x+'wr1I,J
�X.tnu{YV
'y. Ru'
SITE
:
�y ,
OAS- Fr.R+c.O�tir`
rx�
Ofu tD-,
' n ra+
n!d
SAC .7r�n Pd
pd
sa.
iNPcci3n Hi➢t � F
y ' ay it
d
�20 /
Conte -bi y I lilts
VICINITY MAP
SCALE: 1'=1000 FEET
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
W-552-7001E AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS. WATER, SEWER, POWER. PHONE
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 UTILTIYS
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 UTILIZES 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 UTILITIES 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. TINE 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.
SHEET INDEX
SHEET 1---------- COVER SHEET
SHEET 2---------- EXISTING CONDITIONS & DEMOLITION PLAN
SHEET 3--------- SITE PLAN & TYPICAL SECIONS
SHEET 4---- ----- GRADING & UTILITY PLAN
SHEET 5---------- LANDSCAPE PLAN, NOTES AND DETAILS
LEGEND
EXISTING INTERMEDIATE CONTOUR
-- 332 - -- -
EXISTING INDEX CONTOUR
-- --- 30D- --- --
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. IV RCP
-.
PROPOSED STORM SEWER
15"RCP
EXISTING SANITARY SEWER-
-
PROPOSEDSANITARYSEWER
PROPERTY LINE
- - -
EASEMENT LINE
CENTERLINE
-
LIMITS OF CLEARING AND/OR GRADING
................
EXISTING SPOT ELEVATION
. 12.0
PROPOSED SPOT ELEVATION
+12.0
EXISTING TREE DRIP LINE
EXISTING TREE
>'?;
PROPOSEDTREE
OAK
DRAINAGE STEMS
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 %HIGH 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
BACKFELLED OR BURIED. THE PROJECT MANAGER MAY REWIRE 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 NTH 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.
EXISTING WATERLINE W/ TEE
PROPOSED WATERLINE W/ TEE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED WATER VALVE
PROPOSED WATER METER
EXISTING REDUCER
PROPOSED REDUCER
HANDICAP RAMP (CG-12)
D NOTES LOCATION OF STD V Wr
S R�F-P CON3TR�ICTION
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
BENCHMARK
VEHICLES PER DAY COUNT
PROPOSED STREET NAME SIGN
EXISTING SIGN
PROPOSED SIGN
SANITARY MANHOLE IDENTIFIER
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
0
pyTn Op �!
DAVID M. ROBINSON
Ui No. R
of 075MAR-19 6,
�Sr10NAL F"N
U
J
3
zrv-cy¢
Q W
C)
W 2 Q -3 w
0- ¢ x
E z LL § [max] m
QO as
E LH1..1 F U
F
U
O
w
7
A description of all variances, zoning proffers, and bonus factors are provided
in the approved Code of Development and include the following proffers:
1. The Owner shall install a permanent 5—bike bicycle rock, as shown on the
revised plan entitled *General Development Plan page 2 of 4' dated
1-19-07 and last revised 2-25-08, hereinafter referred to as the °Plan.
Installation of the bicycle rock shall be completed prior to the issuance of
the certificate of occupancy for the building to be erected on the property.
2. The Owner shall construct one bus shelter as shown on the Plan with the
dimensions as follows: nine foot (9') wide shelter with six foot (6') all
metal bench with back.
3. Each building on the property shall be rated a minimum of 'Certified' (or
demonstroted to the County's Director of Community Development's
satisfaction to be eligible to receive such certification) under the LEED NC
Green Building Rating System for New Construction and Major Renovations.
4. The preliminary and final site plan shall delineate the Conservation and
Preservation Areas on the property. The owner shall replace trees that must
be removed in Conservation Areas. Replacement shall be two (2) trees of
similar species or quality for each removed or destroyed tree. NI tree
replacement shall be in accord with the final landscape plan for the final
site plan for the Property.
TMP 60E-2
GEORGETOWN GREEN
ZONED R-6
USE: RESIDENTIAL
COMMON AREA
CHAINLINK FENCE
EXISTING
WATERLINE
\
�
i
j
l
I
—"t
1
SITE BENCHMARK
TMP 60E-1 •era
DYNAMIC INVESTMENT
CAPITAL ENTERPRISES +++++es+{{+rrtrrr
ZONED +p C-1 { r{r{{{{{rrr
USE: OFFICE BUILDING ) +{{+� 1 r
EXISTING I ++ {r+++{+N{r+{0+►►� I
SANITARY LIMITS OF {rr►{++{ I 00,
�I
SEWER DISTURBANCE +{+++++++{++,, Ir
1{ {{{{{{{{{+{+ r
r 43.390' .-0000
{{ R
E I
�ySO1! �{ {{{{ { • 0rjg I. 9 MANHOLE TOP ELEVATION is i
■ r
A � , �,-CHRr
tam=tiv� ,,, SIGHT DISTANCE 415 FT LEFT i
o<wrvNO`O 1 EXISTING SIDEWALK AND c� EYE HEIGHT 3.5FT i
�Qi I + CURB TO BE REMOVED FOR DICISION POINT 1
I 11EP I ENTRANCE CONSTRUCTION I ■
P
5" e
OAK N II (/'�'�' o PC II ,1 I
+ 4
(D .. I 12"MPL
/ I 29 RNE I IP OAN I � 8'CNRv II I
/
/ ' I
/ X PO
EMPL
r i
/ 1
/ X +✓ 1
�.✓ OB.o I IE oP I'
�P�*E lla"POP 1
Ax AN I a Poa a POP IrPINE
pm
o"
/ I NE-P.� J
es I Is ^1 oAKI I f ,,, l �.P.aP z➢1
A
x E I IOvoP
/ I P N I m"1 Q Q
m
2<'PNE LLJ ^P3P ,oaPE Q/ oPCP
W fP
I' TMP 60E-3 1 Q ID �
x ,o'PaP C1) I I `r o P� 1.05 ACRES 1 S ;_J
15ENR2 ; j +
Oc i
/ i OAK
29 aRx x� e MPL /h I
/ Z
/ x
4 '
/ Z�
5 : JF'�10'PO'POP i sEAN oP
t
P = I
of �� EXISTING TREES 70 BE REMOVE 1 error.:r , S14
■ x ;
8'OAN e"5 < 'POP , 1 za"POP THAT 1c b
`�J}.`)� n ELEVATION 61A.79
20�/' �1
s'Par
z'PaP �Or4 a
A P P 4.,1
I I 01111E �mc un ) N77' e
i12-0-2 1 loEaol / S15'
1 j OP .
IF
� �
r I I Isn+ 2a'oANx9 X
R PNP o R .
i T
sar 18'
♦♦♦♦i 5 PCP CP 2o�SIC r , .
6 j ca+p
♦i♦ 2 PINE
s*PaP 5 Pm s-PaP OAK ♦♦♦♦♦♦♦♦. " 40 w a N N POP 0 6"CNRr esyc i w", a �C� �O
♦♦♦ 66
♦♦i♦♦♦ 590 CAN'� oSN 0 �b1Q.
♦ i2'rrR. '`d
TMP 60-76B ♦♦♦♦®�``Q
MICH LINDA
SPRINKIEL®♦® /.
ZONED: RA ♦♦ �.y J�
USE: RESIDENTIAL ♦.�♦� 5.0+
WA "St
♦♦.tr���r/�f��������������rrrrrrr�rrrrrr�rrrr���rr����rrrr►r{
20 0 20 40 60 ,
SCALE: 1 "=20'
I •
SOIL TYPE BOUNDARY ® 23C
BOUNDARY CURVE TABLE
Len th Tan ent
Curve
9
Radius
Delta
9
Chord
Chord Bearing
CI
16.68'
235.00'
404'03'
835'
16.68'
N 00'3730' E
C2
64.64'
265,00'
13'58'33'
32.48'
64.48'
S O419'46' E
C3
97.24'
1696.02'
317'06'
48.63'
97.23'
S 12'57'35' E
C4
22.01'
60.00'
21'01'16'
11.13'
21.89"
N 04'21'31- W
C5
23.84'
60.00'
22'45'58'
12.08'
23.68'
N 2729'1Y E
1
r
■
Is
■
■
/
r �
r
I�
r
r
r g0
r �
EXISTING BUILDINGS
FROM ALBEMARLE CIS ®�
i
r
w 5�
r �®
/
/
I i
i 658
=•. (SOIL TYPE)
Ws
II
r
r
i
1 /
r
r
r
44' 05.86" S 14.390'
r
•
■' i
r r LIMITS OF FIELD SURVEY •
r f
r 65C
r f ® (SOIL TYPE)
r
2' 44.86"W g500'
it
21' 39.14"W i1.200'
r
r
r
VO26.86"E 5.22
ee`
41,
a �
•A, 27B
Z (SOIL TYPE)
Q
® 00
•
•
• •
•
•
ri
m
U
W m�
W N [J
Q 0.
ZO
�s
5 ~ab >u_
Q 2Laz
W JJ
00
�23 a"t ° N
J= Q�
W 1n 2O =rb
ac OW ON
ra, 84
Q
O� O w
rrww
vl `to () N
cc
W OCP
v
Z a
a
13 w
OW%Zo
a
I
O_
� I
O
0
Z
s P0111 op
JAVID M. ROBINSON
IT- N.
56760
of 07—MAR_ 19
ESSIONAL ECG
J
D
a
g
ch9
Z
o
ZCr
w5
¢ w
w
W 0- (r
a
z LL
Z(0
J / a
O
~ Ors
qZ
z
X�X
z
U
V Q j
O
Ir
W
0
DATE:
03-07-2019
SCALE:
1':2D
JOB:
ISP
FILE:
19.0125
SHEEP: 2 OF5
Wnd Cover (acres)
A Soils
asells Csoils
DSolis
otaN
/opeospace lanes)-stumed
p tad for_st/o n [e or refaremtllantl
0.57
_._.
0.57
Managed Tud(um)--dlaturbed,{nded for
yards or otMrtudw be mowed/mono d
-�
001
Impervous rnverla[mrl
__
_0.01
0.47
047
forts%open Spam areas must be pmrecred
in o¢nNonce PnM
the ViginbF naJf Fetluawn Method
SOS
Constants
nual Rainfall lin[ )
43
Evem linches)
Ian
osgainfail
l PM1 al, rvs(rPI EMC(mg/L)
0.26
ol.l NYmgen(TN) EMC(10)
1.R6
Target TP toatl (Ib/acre/yrl
0.41
Pj (unitless carrecoon factor)
0.90
Runoff Coefficients ift
A soils Rsolls `
oi
l
s
USoils
rest/Open space 0.02 0.03 0.04 0.05
aged Turf 0.15 0.20 0.22 0.25 i
rvioas Cover 0.95 1 0.95� 095 � 0.95
Treatment vdume
I LIMITS OF
Foreavopen spare Cover(acresl
0.57
(acre k)
o.03ga
DISTURBANCE
Weigh[ dR (forest)
0.03
Tr tne,tV I (mbic feet)
1690
I //
TP toad (Ib/Tr)
%F t
54%
-
Managed Turf Cover )acres)
0.01
TR Lo d pb/v I
wforma tonal Per oses On
760TW
%
610.2
5981
.._._
- Weighted Rv(turf)
020
,
%Managed Turf
1%
i p
Impervious Cover(ams)
041
`
'� `••
Rv(Impenoas)
o.95....._
.-'-
( f.,
1/�
%Impervmus
45%
CG-Z
/ 1 I
sRe Area (acres)
1.06
T @6}
I BW 416 0 16
r
Site Rv
0.49
x,
/��
' I BW 5 59
-To be addressed by Filterro
System and
on -site detention structure.
�_
I
,1 r
2' OVrHANG 1
P VIDED
1 a
--------
-�
1
J
r.
r
1\
1 _
rit
r I l
TW Ap 28
BW 604.60
\
i
I
X
r I 1
....
I
X
-----PRESERVATION--- V
I AREA 1�
1 I 1
I
`CONSERVATION
AREA
'
TMP 60E-2
GEORGETOWN GREEN
1 \
ZONED: R-6
I
1
USE: RESIDENTIAL
x
ij
COMMON AREA
I
r I
m J 8'X6' FILTERRA �
CHAINLINK FENCE
¢) REDI Roo RETAINING Z
WALL 6' MAX /
i
/ 8'X4' FILTERRA TW 60868
x
B.
� RIPRAP W 60370 I
TMP 60E-3
1.05 ACRES
i / r7p RI ✓ it e
CSq TW 59�_68
0
TW a
BW 06 04
CONSeR�q%/oN
TMP 60-7768
MICHAEL & JdELINDA
SPRINKEL
ZONED: RA
USE: RESIDENTIAL
- REDI-ROC RETAINING -
WALL 10' �1(AX;
Aio
I '
11 7
I .
or
I �
I U
I
II
.. i
� 91' OPOSED PR
o PoGHT TURN TAPER
I
2.0
1
IB McvOLE TOP ELE�4TION = �10 77 I
11 1
1
SIGHT DISTANCE 4 5 FT LEFT
1 EYE HEIGHT 3.5FT
1 DICISION POINT
U
W
/ / O
m
+ o
RETAINING WALL
6' MAX W/RAIUNG
1°
� 9 1
"A
'6'�
a
' BENCHMARK •,
TRAFFIC BOX
ELEVATION 61�.79
PROPOSED
n ,.
3-STORY
BUILDING
/
FFE=617.0
BFE=608.0
STAMPED-
CONCREja
�
m
/
r
d
� d
\Z`Nc
'IQ�Q!
/ UP j
/ff
LIMITS OF
DISTURBANCE
EXISTING BUILDINGS
FROM ALBEMARLE GIS
20 0 20 40 60
SCALE: 1"=20'
^
w m U
s.W`1
N a
L� LU
N
QO
ZO
-o
a
�TO^
�q
FW
f-
C1 Q O N
�/ Q
O
N
n� pa
LLLLLLtlll
W O O
t.? Ir
`!
,
O�
Q tt OIL
(n
D. LU n
'Kto O N
Lu
W
H
Z O
02rn
2
a�
W
Z
IL
y
z
O
N
fyi
a
0
z
pp Yf�,
�o$��PyTH
c
� 9
DAVID M.
ROBINSON
UNo. R,
U'oF 60
075 MAR-19
5'i°
essT ONAL F'�o
J
Z
g
Z
M
go
WLr
;
O_
Cl: W
w
LzL.L2<
Cl) C:) W
0.
_j >
QODLL'"
a
w
~w
Q O
Gn
z
j
H
U
O
!
V
DATE:
03-07-2019
SCALE:
1 1':20'
JOB:
ISP
FILE:
19.0125
SHEET:
3 0F5
PLANTING REQUIREMENTS
STREET TREE REQUIREMENTS
1 LARGE TREE PER 40' STREET FRONTAGE (ENTRANCE CORRIDOR -HYDRAULIC)
248.5 LF OF FRONTAGE
TREES REQUIRED = (248.5/40)= 6.2 TREES REQUIRED
TREES PROVIDED = 6
1 MEDIUM TREE PER 40' STREET FRONTAGE (GEORGETOWN)
79.6 LF OF FRONTAGE
TREES REQUIRED = (76.6/40)= 2 TREES REQUIRED
TREES PROVIDED = 2
TREE CANOPY CALCULATIONS
TOTAL SITE AREA = 1.05 AC (45,747 SF)
PRESERVATION AREA = 0.27 AC (11,648 SF)
NET SITE AREA = 0.78 AC (34,099 SF)
10% TREE CANOPY REQUIRED = 3,410 SF
TREE CANOPY PROVIDED = 12,928 SF (37.9%)
LANDSCAPED PARKING AREA
REQUIRED 5%/1 TREE PER 10 PARKING SPACES
AREA REQUIRED = 13,304 SF PARKING AREA • 5% = 665.2 SF
AREA PROVIDED = 1,164 SF (8.7%)
'�� �ti \�
TREES REQUIRED =_S6 SURFACE P KINGS CES / 10= 3.5 TREES
TREES PROVIDED = 4 TREES �x
CONSERVATION AREA PLANTINGS
2:1 REPLANTING RATIO FOR EVERY TREE OVER 12" DBH
TREES REQUIRES = 9 TREES REMOVED • 2 = 18 TREES
TREES PROVIDED = 18 TREES
SHREI
MULCF
DECIDUOUS TREE
PLANTING DETAIL
GALVANIZED - -
GUY WIRE
2"X2" HARDWOOD
I
I STAKES
II
1\ \ 120'
I
)OD
'ROM
STREET TREE NOTES & DETAILS
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. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN
PLANTED.
4. 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.
5. 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.
6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.
PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001.
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.
8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED
IN A HEALTHY CONDITION BY THE OWNER AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN.
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND HE
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.
PLANT SCHEDULE
KEY
QNTY.
COMMON NAME
BOTANICAL NAME
SIZE
NOTE
10-YR. TREE COVERAGE
AREA SF TOTAL SF
Canopy Trees
49
RED MAPLE -
Acer rubrum ✓+
.5" Cal.
B&B
425
2,125
.r
BRANDYWINE RED MAPLE J,,ln.
Acer rubrum "Brand e" !-
"-. Cal.
B&B
452
2,712
COLUMNAR GINKGO TREE
Ginkgo biloba 'Fasti iata`Nwi-µ
1. al.
B&B
14
56
.3
GOLDENRAIN TREE
Koelreuteria paniculata
1.2 Cal.
B&B
380
1,140
SWEET GUM S
Li uidambar st aciflua+
2.5" Cal.
B&B
288
1,440
.E
TULIP POPLAR
Lirodendron tuli ife a '-1-
2.5" Cal.
B&B
430
1,290
C-
:5
SCARLET OAK
uercus coccinea ✓ t
2.5" Cal.
B&B
419
2,095
Understory Trees
CC 2 .k - N G� " 1- 6'-7' Ht. B&B 124 248
Evergreen
Trees
IC
.6
LIBERTY HOLLY - °
�Dex x 'Cont '
3'-4' Ht.
B&B
10
BO
TO
11
EMERALD GREEN A11 RVITA
Thule occidentalis "Emerald Green" }
3'-4' Ht.
B&B
8
88
hrubs
,95
CHICAGOLAND GREEN BOXWOOD
uxus x "Glencoe" /
24" Ht.
Cont.
10
950
RUBY SLIPPERS OAKLEAF HYDRANGEA-`
'' dran ea ercifolfa "Ruby Sli ers"
24"
Cont.
12
324
AMWI
-0
RED BALLOON VIBURNUM
Viburh m-x rh ido h lloides "Redell"
Ht.
Cont.
50
400
1{L4 - 13G Wwv TOTAL 12,928 SF
' TMP 50E-1
DYNHMIC INl-STMEN' -
CAPl`11 ENT
I ZONC 1
L3G .;S'-: OFFICE UIEDING Zr �ffie.�..i �9MA
f
9
5 u
� kR0 S.S. C !Y CC.O�i .i j •
KP KP
AR
I
2
1
QC
3 ❑
1
l
PRESERVATION AREA J
❑I
LT.
CONSERVATION AREA
I
LS
2
i
AR KP
2' 1
- 1
. ( LT
Gx �
w
AR i
LS
i
i
i
/
i
i
♦♦i 1 I � � � �� ; mac,
,' ♦♦i 1 I "�'!v i fir''_
41/
s5� ♦i♦♦ TO
TMP sC- e ♦i `
a MIC,NAoL & ELIlDA ♦� 11
i zS RI ERL4 / ♦i I C
us
20 0 20 40 60 E SI 71-
�°� 6
SCALE: 1"=20'
I
R�?
Carn'c�vLz�-
,�
VR
-
j
s jt
� "✓ ,1
-
j
s
-
1
`-2,11TS F.
01s],,RB0(,L
1
♦40
ot& lu A,5,
'•��vy-�e� �SeF- b'�LiC' eL�
- YoYS�vtSC�ll3GU�%' Sitr��
y U
vi
c,
lu N
2 a�
ZO
s �_�
Lj
rOr^ a iz% >LL
cn O cc JJ
QR 2 co
�y O
�v QvQ ON
J2 ¢cm
Qc 00¢
N
0 v> > ❑ ct'
4f'I WO 00a
LL.? ¢�
cc
1: O LL
(f! a W W in
vi 9
cc
ill 0 m
2 v v
c
2 �z
O W % 0
z�
o�
a
0
ci
z
�o}q�PyTH Op
I�
DAVID M. ROBINSON
U.. IN i
40,,07-19tis°�
f9srose>. goo
U_
J �
Q a
z
go,Lr
U >. -1d
Ir
W = a Ir o
z L L § z
> W
J > (.0z
Q Od < R
Q 0
Z LJJ z �c
- 0 D n
fr 0 ca
O z
W
0
DATE: 1 03-07-2019
SCALE: 1' 20'
JOB: I ISP
FILE: 1 19.0125
SHEET: 5 -2L1jj