Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutSDP202000060 Review Comments Initial Site Plan 2020-10-23COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
October 23, 2020
Ms. Michelle Simpson
Rivanna and Water Sewer Authority
695 Moores Creek Lane
Charlottesville, VA 22902
m simpson@rivanna. org
RE: SDP-2020-00060 Airport Road Pump Station — Initial Site Plan — Action Letter
Dear Ms. Simpson:
The Agent for the Board of Supervisors hereby grants conditional administrative approval to the above -
referenced site plan. See below and attached for conditions and process:
SITE PLAN: This approval shall be valid for a period of five (5) years from the date of this letter, provided
that the developer submits a final site plan for all or a portion of the site within one (1) year after the date of
this letter as provided in section 32.4.3.1 of Chapter 18 of the Code of the County of Albemarle, and
thereafter diligently pursues approval of the final site plan.
In accordance with Chapter 18 Section 32.4.2.8 Early or Mass Grading may be permitted after the
following approvals are received:
1. Engineering approval of a VSMP plan meeting the requirements of Chapter 17 of the Code of the
County of Albemarle.
2. Approval of all easements for facilities for stormwater management and drainage control.
3. Submittal of a tree conservation checklist with areas for tree preservation identified.
The final site plan will not be considered to have been officially submitted until the following items are
received:
1. A final site plan that satisfies all of the requirements of section 32.6 of Chapter 18 of the Code.
2. Applicable fee outlined in the application.
Please submit 13 copies of the final plans to the Community Development Department. The assigned
Lead Reviewer will then distribute the plans to all reviewing agencies.
The Department of Community Development shall not accept submittal of the final site plan for signature
until tentative approvals for the attached conditions from the following agencies/reviewers have been
obtained:
SRC Members:
Albemarle County Planning Services (Planner) — 3 copies
Albemarle County Engineering Services (Engineer) — 1 copy
Albemarle County Information Services (E911) — 1 copy
Albemarle County Building Inspections — 1 copy
Albemarle County Fire & Rescue — 1 copy
Albemarle County Service Authority-3 copies
Virginia Department of Transportation — 2 copy
Albemarle County Planning Services (Architectural Review Board) — 1 copy
Please contact Andy Reitelbach at the Department of Community Development at mreitelbach@albemarle.org or at
(434) 296-5832 ext. 3261 for further information or if you have any questions.
Sincerely,
W ffirdaea Rara(&d
Andy Reitelbach
Department of Community Development, Planning Division
Senior Planner
Albemarle County Planning Services (Planner)
Andy Reitelbach, mreitelbachgalbemarle.org — Required changes to be addressed prior to final site plan approval:
1. [32.5.2(a)] Provide a scale for the general location map that is depicted on the cover sheet.
2. [32.5.2(a); 32.5.2(n)] Provide a plan sheet that includes a layout plan, or include these items on one of the existing
plan sheets, with the following information depicted and/or labelled:
a. Depict visually the distance of the pump station and the generator enclosure from the property lines, including
showing the setback lines, so that staff may ensure that the structures meet the setback requirements for the
RA zoning district.
b. Provide the maximum footprint of the generator enclosure structure.
c. Identify the dashed line that is depicted running from the southeast comer of the pump station to the edge of
the paved area, near where the gravel drainage basin begins.
d. Identify any proposed outdoor lighting. If outdoor lighting is proposed, a separate lighting plan sheet that
complies with 32.6.2(k) and 4.17 of the Zoning Ordinance must be included. If no outdoor lighting is
proposed, include a note stating as such.
e. Provide the dimensions of the proposed parking spaces. Each parking space must be at least 10'x18' with a
20'-wide drive aisle.
3. [32.5.2(b)] Include the generator and its enclosure in the list of proposed uses on the cover sheet of the plan.
Also, provide the square footage and height of the generator enclosure on the cover sheet and on the layout plan.
4. [32.5.2(b)] On the cover sheet, provide the maximum amount of impervious cover on the site.
5. [32.5.2(b); 4.12.7] As the proposed use is an unscheduled use in regard to the Parking requirements, Section
4.12, submit a letter to the Zoning Administrator with a request for the proposed number of parking spaces. This
request must include justification for why the proposed number of parking spaces is expected to provide
sufficient parking capacity for the proposed use. The number of parking spaces required for this use will
ultimately be determined by the Zoning Administrator.
6. [32.5.2(f)] Indicate in the watershed note on the cover sheet whether this property is within a water supply
watershed. (This property is not located within a water supply watershed.)
7. [32.5.2(i)] Berkmar Drive is intended to be extended in the future and is proposed to cross the front portion of
the subject parcel, eventually connecting to Airport Road to the north. See the attached document `Berkmar
Drive Extended, Phase 1,- provided by the County's Facilities and Environmental Services department for more
information. For more information about the road design, contact Jack Kelsey, PE, Transportation Engineer, at
iketsey2@albemarte.org.
8. [32.5.2(j); 32.5.2(1)] Identify all existing sewer and drainage facilities, as well as all existing and proposed
utilities.
a. An approved easement plat will be needed for the proposed utilities and stormwater facilities. Once
recorded, the deed book and page number(s) for the new easements will need to be noted on the plan
before final approval can be granted.
9. [32.5.2(k)] Proposed sewer and drainage facilities. Depict these facilities and their dimensions. If necessary,
an approved and recorded easement plat will be required prior to approval of a final site plan and/or final
subdivision plat. (This comment and the comment above are standard comments for all site plans, and staff
recognizes that they may not apply to this project in the same way as most other projects since this site plan is
for an RWSA facility.)
10. [4.1] Provide a note on the cover sheet identifying whether this property is located within the ACSA
jurisdictional area.
11. [4.14; 4.18] Please be advised that this use must be in accordance with the performance standards and the noise
regulations as stated in the Zoning Ordinance.
12. [32.5.2(p)] Landscaping. Provide a landscaping plan that complies with section 32.7.9.
13. [32.7.9] Landscaping.
a. [32.7.9.4] Provide a landscaping schedule on the landscape plan sheet that includes the number, types,
and sizes (caliper and expected 10-year canopy) of the proposed landscaping.
b. [32.7.9.4] The Conservation Plan Checklist that is provided on sheet 9 must be completed, signed, and
dated by the property owner on the final site plan.
14. [General Comment] Final site plan. A final site plan is required to be submitted for this project.
15. [Advisory Comment] The anticipated future ground storage water tanks and associated improvements are
not being reviewed or approved with this site plan review. When the property owner proposes to construct
those features in the future, a major amendment to the final site plan will be required that meets all
regulations of the Zoning Ordinance and any other applicable regulations. These tanks will also be
required to meet the requirements of section 5.1.12 of the Zoning Ordinance, as well as all height and
setback requirements, among other applicable regulations.
Comments from Other Reviewin¢ Departments and Agencies
Albemarle County Engineering Services (Engineer)
Emily Cox, ecox2@albemarle.org — Requested Changes; see the attached memo.
Albemarle County Information Services (E911)
Brian Becker, bbecker 2albemarle.org — No objections at this time.
Albemarle County Architectural Review Board (ARB)
Khris Taggart, ktaggart@albemarle.org — See recommendations below:
10/5/2020: See ARB-2020-95 Action Letter.
Albemarle County Planning Services (Transportation Planner)
Daniel Butch, dbutch agalbemarle.org — See recommendations below:
Proposed entrance will need to be coordinated with the planned road improvements currently in design to extend
Berkmar Drive to Airport Road and consider future improvements necessary to build the road extension without
impacting the structural integrity of the cell tower.
Also, see attached document, `Berkmar Drive Extended, Phase L"
Albemarle County Building Inspections
Michael Dellinger, mdellingergalbemarle.org —No objections at this time.
Albemarle County Fire -Rescue (ACFR)
Shawn Maddox, smaddox@albemarle.org — No objections at this time; see the comment below:
Fire Rescue has no objections. SNM
Albemarle County Service Authority (ACSA)
Richard Nelson, melson@serviceauthority.org —See recommendations below:
I recommend SDP202000060 Airport Road Pump Station — Initial. As a general comment, ACSA would like to
review the offsite water main extension when the design becomes available.
Virginia Department of Transportation (VDOT)
Adam Moore, adam.moore@vdot.vir ig nia.gov —No objections at this time; see the attached memo.
� AI
�h
�IRGRTF
County of Albemarle
Department of Community Development
Memorandum
To: Andrew Reitelbach
From: Emily Cox
Date 24Sept 2020
Subject: Airport Road Pump Station — Initial Site Plan (SDP202000060)
The initial site plan for Airport Road Pump Station has been reviewed by Engineering. The following
comments will need to be addressed before approval:
1. WPO must be submitted and approved before final site plan approval.
2. Bioretention will need adequate outfall.
3. Berkmar drive will need to be protected from runoff during construction and any increased flow
post construction.
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
Stephen C. Brich, P.E. 1401 East Broad Street
Commissioner Richmond, Virginia 23219
September 24, 2020
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Attn: Andy Reitelbach
Re: Rivanna Water & Sewer Authority \Airport Road Pump Station- Site Plan
SUB-2020-00060
Review # 1
Dear Mr. Reitelbach:
(804) 7862701
Fax: (804) 7862940
The Department of Transportation, Charlottesville Residency Transportation and Land Use
Section, has reviewed the above referenced plan as submitted by Short Elliott Hendrickson, Inc.,
dated 24 August 2020, and find it to be generally acceptable.
A VDOT Land Use Permit will be required prior to any work within the right-of-way. The
owner/developer must contact the VDOT Charlottesville Residency Land Use Section at
(434) 422-9399 for information pertaining to this process.
If you have further questions, please contact Willis C. Bedsaul at 434-422-9866.
Sincerely,
Adam J. Moore, P.E.
Area Land Use Engineer
VDOT - Charlottesville Residency
VirginiaDOT.org
WE KEEP VIRGINIA MOVING
R
E
o
s
c
.;
0
N
o
Ln
a
Q
j
II �
Q I I
II •�
II 1
Ila,
II�
II \ F -adr
II
a a:
II
��II ENTRANCE AND SIDEWALK ALONG Gixe-r4•
TN0328
TOWN PROPERTIES PARCEL
Op �
(e `` 011
` CONSTRUCTED BY OTHERS
11 �4 3N2 3gU �yl'5 SY nY Aid ci Q� qi bi wY I\\
IN68'l0'26W II rhr31 PPears nffi
usn n Q K ` a d z De ' I �\ I TOWN PROP£RTI£SdLC
Q CS Gf j C{ N I U
la IN52'3 1- cG U I OB 460/PG 472
I
30W
o I
A a 032 AC. IP I a I
a I a� a /oa v c z . a
." ..I j a�� 18 Jerse/ TAX YnP• 03200-OOA704¢0
HCR, Y✓ 2' - 2 Bowler r
HCR 0 IQJN "' Q 6 `d U. U3 N N �oN N N €o Map1e I1� Ir_r" \
/ 11,. i:.. \` Yi (8)2'2`W a bg �C4 �w I II \
q of ar a' 1 el
i \\,,yylf k' Q Pear` ❑ �+ s-' 4335 4337 4339 434/ �'4343 I 11el
h Grog' I
,B' •5924\Pp\ \ Q 2 � Sr r t r 51 S 5/ sr / b �♦ I If - 11 , ��I
T/ -
rl o I 727 -
/. a I L C ' 7w Be. _
/ \doA ' %' \\ `. s • 95.40'1 Sidewalk (529235
It
-
�, \ \•�'�Fy7c \`b' \ 1 Rock
jr ®f- ".. \ �- =ate �--Q rj�/-g�si(Iq R{W Per-OB 4901 PG 'A2� - ___- .
fi .9 alk . ... ♦♦ ... ..„m. 2
8'C/p/r Link Fer¢'e
CR ®i /y strew ♦ ur
Z.
� ♦S y II _
of
4lol f� _\Q♦''♦7°
DRIVE °� Face Cu si . - - EdsnrS R/W -Per DB 3575 PG 349 !C4! Z y
BEBERKMAR a ,'- Doe �5655 /- - --_
.�\ ♦ , J' B (C3�M !A./6Z8(YI-_� II
. G. `• \ f' \QC Flo jQy't / / o� /Y�,Q\ I .115) - -
-- ` r `4f.I qpW- - 1-/-
---- -
y
Coaa510a•'alk-_ --- �OqY;� /° �' /OCn / 40 $ a 60� flak �.�•�—e-OBS/SP - 9
R r H Cf
4731 16A0 //G /
®' 0 M
pB4731PG 5705 §d Ed & /yN / •_•-•- ...
PLAT OB 2 AC. 99 �4 �4 Wpy / P •�. __- � -
`\\; ',��®• . .../f / ''63o TAX YAP• 032 0-0 -6 Bdlor .rI W .I WN� -
\ ` ./ `•may OJZ00-��00-04/Op o `� o d Po � • � •e
0
�I
(922) E
w
M:^
�P
1�M
Iron Rod _ (52301'49W
Fd. �735')
%
w
�I
Iron Rod 14
Fd.
IM
I�
0
IrIIron RW tL
1
m �
la
v 1
1
1:
1
�tL 1
wa 1•
O � `
K
1
II II I11
I
I I
I \
I �
11 �
II ii II ii li \ ``-
II II
I � I 1 :•
I _
I 1
II Do NCI lyl '.
19n
If
11 I Ior
9' Unk.
II I ji
I
0
I
$ I I AspMn Parking Lot
IIIIIlI oxff•"'.+` ox �' .�x
•
I
1
I
II
II /4• Un' kP
•I©x
C IAspinl1 Parking �La N
A
1II
1 I �
A.
--
I I
0 I I
I I o
- I _
- - 6'
Unk.RIOaA -__T____ _
Parklrg' Slgn09 402pPo 569
9.3AC. �E� E 4020 PG REALTY LLC 0 UnFkd. Q'r•7'C
TAX MAP- 0320UOGdp2 -f31f ApP'/
/164/EDLICH DRIVE REALTY LLC
I --� -_-_--_----_--_--_----
ra� _
ied
ar
,Lr�
NPI9J63 M.
TAX YAP•032/4 P xaoao2PROPERTY ACQUISITION LINE 6•C
0 6• Unk. Iran
-
P.
•.1
Iac6/ p--
- - R
1
\ \♦ '7 � -E (l II �. ►•��� ` I • I
d / / r1 11 4r �,�•�,_
\\ �� id. - - - Q43 a 3v ae fl c we
\CI ♦� ,\ �\ 0 /4 /\DaT♦ A Alefal'Pad. r� `` ' 3 Mo '1
Mae
Crossln9• sign
A I I ( d ♦ 3
Pi POST OFFCELAND TRUST �_.
1 q
I
Iq
1� C
0 1
<z
�n
o�
o°
C] w
gz Q~(i'
> "Y
F 1 1
I^ II
I
I 11 I
I I
_I
k�'615-
11
1111 iron Rad111
I \
11 1
II
I
\1 1
1 I'111 IIIA
I II11 II< 11 �gU^k. 4Unk
III 1 I
1
Ip III I un
II 1 46. i7nP '�u
I � I 1 1 ! D✓
L•a 1 1 6•Unk. 6UOk
4Unk
I
w
1
I1.11a
4Unk
I
4e. •�
II "AR 1 •�•�•
°1 a.
n I U
�1 l3)T' •E
44 ' II' . •_�hv+p `Unk. J „
Ik-- 528') 1
(N1916'541, 39
rn
r
0
i
L�
APPROX. LOCATION
x0►f
NIA Fa' T LANDS, DELINEAT
00
68 z' 802 5`a' fl & CLARK DR 5,9�H,
�N J %11 �y918 00-0 ;E
* 1A% NAP' p3 �( INOg21i
O`
�4 d� \ \ O
R(N2rl%18'E 655,78'T,\ `� ✓ .. lr
l
O
Q\
Q . �
Q - ----
Q I
Q Q d Il T pa RI a�t�0`
_--
mPafkin9 Ito
r I___ Conner
rrement 11 O I 1 1 1 11 fl IIIL \
Conc.P II Carlo I l 1 1 11 _'1 \ \\
Core i' 11 I I ,r�, 1 l 1 1 11' ..... 1 L� \ \
•.\ tv_ , // M/ 11 11 t�f 1 il.-. -. i-- 11 \ o \ `n•
If II /i j1 11 1
If
11 /i 11 C 1 \
�1 l rl 11 i' -8 1;:•.:•:; AsPI'°I ,pt......11 \ \ N
�... i Water 9g I1 11/i%�i .J Parkilq 11 \ \
I.56 II //0 M It- - "111� I \ Il
IA FOUN e l 11
1 /i j1 OF Vl PIG 325 al �'1 .....
1It Q uNNE�m 11 LAB 514 IOW p018B izt
P IL 11 c \I { �k
\... 11 MAP. 03200 _ 1 1 1 i vvg I I
11 ll TAN M 1 o I 1 QU k
11 ,�n+,,-Coxrefe WalkoN I II o I 11 mmm N s I 256 TBAT•
t$ 1j 1 V - a� 1 I m I IS
�\
Cark:refe Walk_ L.a 1
RIG LEWIS P ) ly\\\ \ ! /%/ ii . 4 r.63 a CA).
11 PROJECT g u w Dnk IV
a ? - - - - RCP t
rg IG� __ P'
- �t N
i p pa / r^ \yam _ - - N ac rto wel - -N � ....»>� -CI"fV \Troll �\
�-�a .... ,l1 _ _
\\) Rag _ q \ -¢c �-r�" .. I
RIP •62is'I� 8 i 1 L$ 4 Unk _ _ fi-x•-.c-- " •� :: \
11 Y p U[1,I_�nri5'L--- m w TBlP/
\ 3 Ps_ E
6. unk 6 =_�- 24 PCP 5v,1¢ (Nlgiz56/
4
-�-C•V Q�,��`" \\�� Unk ---� �__ ��
N
\I •62 Exlsrlfq R� per 18 G �4 -(2) - , pense Wads
/-��". ,,::,\a --•::: "...ems-v'�-"sue a 11r_ .633 42996'I
�. \\ APPROX. LOCATION OF SWM DETENT_l /_!(Gp__=�r(NzzS�
4
IK
PLPI
( WaadS TAN MAR �' f'' —..7. Q \\ Ilm . 31 -5-' -- s _
6' \'° , i EE Dense Woad Iran
� 4,� d� po0
11 _ _15'RCP /jKlkJ- F 15 BrI �� Walt
, 2 d. I/2
Mr' 3 Wa
V
/. ..r'.R 6' \ •53 � 4464 RP' PG i93 ry� _ x \ \ all
` Tb_UnkOV �1 BB 3��_.,,.p2�D aT i A Wall \ \ W
P AP•2p0'u"- 2fyY00^N ;BTA F N t
1A% k, (5 j52f51'0 m w u peak
38510)
\ 4
ION OF P . ENS l L s M 3610 Airport
� : ' •' ` /WF-FL DELI TES DURING LEWIS-,
/ ll PRuvc
r E 7[t
E QJEC C jNNVI
0AN
n REpil OT 1 `pG0 6`�3994
aB IAF D BD NN 3 I
r ... ... ION � - AA I E - _APPROX.LOCATION OF B $ N
/i ... - i / / NV" M R� m '' A PLAT IA �. l{18 I P• N 0
/ Q
r A 0 K K
F � a
o d - z AO BL z
/ - A 0 3
0 0 4 --ti WM T NTl N a
I S DETEN O N 2 F 9
I �. a PP O PG
0 � - M r'" 5 LOT
'` �' ` / QF V12 PG 32 152f5Yp0•W \-_•.�., �w $ n$ iPN Y'- DB }3A6�0 PG 399
^W /
// NNME p8 2092d9 RP�G a7
Q ice...—...—� 00
PLPI ��32P�-0i.pB-0
U
G / ��r,�
6 M
LAT / P � �rip6
46n""- T
/ 3 �-
i
fi
g/
Unk
r �l j NPzo3PI PG s
m = o •j 1� / '/' // Wools MI=uw 7•"�B ,�yry,vr0p-0
/ Dense MAP. 0;2R'"'"
TAN
24
Iron Rod 152f51'00'W
li W SHIRLEYI�F E�TRTEES PROP.RETAINING WALL na �' "�`• Q 2�APPROX. LOCATION OF
�r Q W oak r '
I\ a 1 1 2OzAc. 9 SWM DET�NTION (� �° ice/ (� eR I I �' Orer/kr ' '�.. . r \✓ Q 4' ilk F'
\\ A. I i I I I I I I z OB 35/5 Po 549 ` 1 . a` /
Rod F I1 Q TAX MAP• 03200-0000,04/Po ObViD P.TUPoIIER Ll• B�nna' I �.- _ _ _ or. ♦ o , rj�• a onw�� Lar9
I INr
iron Fd• I . m� a Car l . \ .. F" nk.
41'5 THE MARKET Ci v /S \ - - _ - _ Gf \ 30'Map/, 4 >.•.r / r 9Y%O p Unk.
Ci \ I(N6gApl c. Rod -� PLACE OF V/Rri/M/A LC ❑�I N _ Dr. - �G{
08 300 PG 306 a C/Merb/xk Ltlrr ♦ ♦ • A ..d¢1� - 3" U 7
TAX YAP• 03200-00 W04Po0 w --- r - - ( iy' -4 0 @+
1
E\ /' Rod 1 g,, ,, '1------- .. 1 N . o
Tao AC. x x a Garage rrr. �. - ': - ` BUILDING DEMOLITION � � , ; , n .r � o ° � fl �r'r-, �2aA5B 4
T'Ie'Og Iron I 1 \( 'C
dm r C Gra°el D FO` ♦ \ / /. - 1 ' ii I % I it 0 yS�'or /� ISff55 3
B/dg I 1 - - - - _ `~—R " I / t' _ OAV/D P, TURME�i�
GAIN 1Nzlo, IFd. 1 r or
Q - - _ -•ice ♦ sled /.
1 ` gl o sr J y
I 1 s n LTnt�e FYI'?" Q . THE ARKET
\ 1 PLACE J y
Woad - y- ` _ - ` 120
AC. i e l 111 q • II6 Lts - -?I--' 8,N
DID s �� . . t, III I iz Dr" J /
De 1 —` - - -� . TAX MAP• G3200CC I, / / Y�Ll Yl t il. LE� (`MT R /80'
\ o '� ; -0 COMMUNICATION TOWER PAD �y �� )1 �rrm� \.-- ---9 F� __ --tor, A / j' JJ6 _ �r W
Qfl I I c` > _ - ,/Y-YGweOcl,- mac'-- -- _ `iu ® A4 y t ! \
°NE \ pe
\ I A r e\ MARSNALL.TRUSTEE
a Q 0 C m m cnderaxk MN. ♦ . ♦ \ lu i4Il / ' WILUAV SCOTT
^\ J Dense ,( S/.W 4 \ ` 1 r �\ k 0
f 00 11 O O ro a Wnw's F •♦ \ ` 1 \ \ •rd /4 / r to\ OB 4464 PO 203
TYPICAL SECTION
NOT TO SCALE
BERKMAR DRIVE EXTENDED (GS-7)
DESIGN SPEED = 30 MPH, ULS
POINT OF FINISHED GRADE
PROPOSED R/W
O O ' CONC. SIDEWALK
4 i I
I 00
EXIST. CG-6 i EXIST. CG-6� 2�O
2.00
PE-------------- I ---------------------- -------- ,
a3 5�� CONC. SIDEWALK i
I
2'5' 4 4 /l' //' i 6' 9'� 4 5'
ON -STREET
PARKING
+1
a a D-wue Wends \. Q Gar 5/tr/ ,(J% l `� ` ♦ ` ` _ _ A \ \ �+ \'i.l /' G/ BB 2550 PG /22
�•' u, `` '� age �( �( `"L.�. ♦ \\ \\ (f, p': 1 / , // PLAT t 35033 PG 185
1 NJ405
�. \ \ \ jjj /' / TAX MAP- 03200-0000-0020FI1
an Rod
• --a , , f d. I r�i-� I I
V IL
5N front BfiI
� - - ��� �� �> I �/ � ` 7 /a .• 9' / �lre l , � i5. Unk. � � � �I
I
i -I H4sPIra/ S/gn / /
l54409'34W 378A3'1 a /r / 2 Mo//(nx¢s -
tense / / 6 O P /
Wks /�
/4, �rtse Ways
/ ¢ 620E ll 2 Gr l `
l S/gn Ork if
ov
WpY �Jl;/l: r.`:♦♦: 34: ii e/Or / IC J
l l l�l 'Ill : Y: `�*♦ \ it l ��"av
l l � u�' �' \♦.♦� bn '
1
lit
/l (ij 4/"l I /
,
BERKMAR DRIVE EXTENDED (GS-7)
DESIGN SPEED = 30 MPH, ULS
STD.CG-6 REO'D POINT OF FINISHED GRADE
STD. CG-6 REO'D
- PROPOSED R/W O 0 ' CONC. SIDEWALK
PE — L—
CONC. SIDEWALK 010 3°1 5�O
\ 2.00 2.007 2.00% 2/
LOPE RET.
3°I54 4' WALL
2' 5' 4' 1 4'
VARIES PROPOSED RIW
PROP. GUARDRAIL ALONG
COMMUNICATION TOWER DRIVEWAY
J_
587.
/it
d^ LoT 'Uj BL PG 193
C17
PLAT
iNl MAP`).�-005�
GE�0 SMI
A A K B O
LOB 749 p� 193
PLAT 0139 ""01413 06�
TAX MAP' p32P0.
l'
TYPICAL SECTION
NOT TO SCALE
ood
e
Qense W _
1.• PP' 0 Iron
Rod _ /\ „M,.Ift. - 1
TAN l,.Y \W' / r r r I I. r r r r r I I
I'm
Iron Rod
Fd.
ER
LYNNELEOT O� K
DB 692350 PG
iN1 MAP PLAT 13i AG'0 Z��pp'f�
OOAOI A
52f51'00'N NOR -`^..
_$ A
N R
-m $
m
a
c
-
I eu. w•P NE
0NIE -(C B
`� LOT89 PG p?421
PLAT pa �.Q1-0B.00BDD
m TO MPP
1
Iron Rod
Fd-
SCE GN G
\ A' RPNGE 8B• BLOCK
\\ F p8 1464 PG P2421 Fd
`\ PLAT .6.5 pI.OB'ODBIO
\\ TAN MAP. 03
I EGENn
PROPOSED ROADWAY ASPHALT
PROPOSED SHARED USE PATH ASPHALT
PROPOSED CONCRETE ITEMS
PROPOSED TRUCK APRON
PROPOSED SWM DETENTION
- - - - - - - - - - DENOTES APPROX. CONSTRUCTION LIMITS IN CUTS
— — — — — • DENOTES APPROX.CONSTRUCTION LIMITS IN FILLS
DENOTES PROPOSED DITCH
PROPOSED PERMANENT EASEMENTS
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BERKMAR DRIVE EXTENDED (GS-7) I BERKMAR DRIVE EXTENDED
DESIGN SPEED = 40 MPH, ULS
STD. MS-2 REO'D. POINT OF FINISHED GRADE
EXIST. CG-2 STD. CG-2 REO'D
PROPOSED R/W
EXIST. CG-6 EXIST. R/W--r'
2.00% 2.007
2.007 2.007
4jS�oPE 3-I P
..................
EXITING ASPHALT
PATH TO BE
REMVOED HARED —12' 13' I4' 14'
USE .5' /0' 8' PAVED
PATH SHOULDER
�E 65.531. 50' -1
JULY 309 2018
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
PHASE 1
UPC 111736
,�1111�
We Keep
Virginia
Moving
SCALE
0 50' 100'
712612018 KAVAB_RDWY\113038025 Berkmar Drive\CARD\Exhlblts\SMART SCALE Grc7phlc\d111736Scroll-Ptcseldgn