HomeMy WebLinkAboutFDP202100006 Plan - Submittal (First) 2021-05-03DEMOLITION NOTES SURVEY NOTES:
1. THE ITEMS IDENTIFIED ON THIS SHEET GENERALLY DEPICT 1. UTILITY MARKINGS WERE MADE UNDER MISS UTILITY TICKET #A921202280. CALL MISS UTILITY
THE ITEMS TO BE DEMOLISHED PRIOR TO CONSTRUCTING BEFORE ANY GROUND DISTURBING ACTIVITIES.
THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS
RESPONSIBLE FOR ALL ITEMS THAT MUST BE DEMOLISHED 2. THIS PROPERTY IS SUBJECT TO THE FOLLOWING:
FOR THE PROPOSED IMPROVEMENTS A. EASEMENT TO VIRGINIA ELECTRIC AND POWER COMPANY (D.B. 298-345).
B. EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY (D.B. 271-436).
3. NO TITLE REPORT FURNISHED. THIS PROPERTY SUBJECT TO ANY CONDITIONS,
UTILITIES,EASEMENTS,AND/OR COVENANTS THAT MAY EXIST.
4. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE
OF BRIAN S. RAY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE
IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON AUGUST 6, 8, 9 & 23, 2019;AND THAT THIS
PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY
STANDARDS UNLESS OTHERWISE NOTED.
5. 100 YEAR FLOOD PLAIN INFORMATION WAS TAKEN FROM FEMA FLOOD INSURANCE RATE MAP
510006 0280 D, EFFECTIVE DATE FEBRUARY 4, 2005.
DEMOLITION KEY
DEMOLISH EXISTING GRAVEL
PAVEMENT AT FULL DEPTH
®DEMOLISH
EXISTING ASPHALT
PAVEMENT SAW CUT ALL EDGES
777
AREA OF VEGETATION REMOVAL AND
DISTURBANCE WITHIN WPO BUFFER
LARGE TREES TO BE DEMOLISHED. ALL
xEXISTING
STUMPS SHALL BE GRUBBED AND COMPLETELY
REMOVED.
0
R
POINT #
m
/d
I
APPROX. PROPERTY LINE.
CONTRACTOR TO LOCATE
AND MARK IN THE FIELD.
+ 12 • LIMITS OF PROJECT
SYC SYCAMORE I
326.4 _ _ SYC TR TREE
327.1 /
/• 8" TRI TRIPLE I
I I I I I I/ R � FENc
III Cb I I I I E WAL WALNUT w
11 1 Q I 1 1 1105 1 //// //
3 / 48. 9
I III I I 19R /// / I 27 015"
o I
I I /// / \ OAK SYC 24" 3
I I 1 1 1 1 1 /l/ / \ 12'. (D SYC u
I8'1 I 1 / / /// / + I TR BEECH o
/347.6/ 8•• r I I
26 8 3I1' 1 17 / / / / / / BEECH I / H BENCHMARK'
SURVEY LEGEND
BP
BRADFORD PEAR
CONC.
CONCRETE
C&G
CURB & GUTTER
DBL
DOUBLE
FOM
FIBER OPTIC MARKER
HIC
HICKORY
MAP
MAPLE
MIM
MIMOSA
PAR
PARADISE
POP
POPLAR
PS
PARKING STOP
FENCE L
d
GUARD-RAIL
OVERHEAD UTILITY LINE y
ORANGE PAINT /°�
RED PAINT
YELLOW PAINT
TRAVERSE
MAG HUB
1
121 MAG HUB SET
RITICAL SLOPES PER ELEVAT ON=362.61
12
w. I Ill 1+
ALBEMARLE COUf�i� CIS isyc� SYC POP /
/ Gy l / / ADJUSTED )ACCORDING TO /0 0 15\ \
'I //I/ /// ✓ / SURVEYTOIPO / SYC
1 + 11 DBL
I 11 I I I HICr OAK I/ \ LIMITS OF PROJECT
I I I I I I 12 / HATCH AREA ggNOTES
11 I I DBL / 4,420 SQ. FTI. OF PARCEL / / - - - -g �\ /\ \
'1 III I HIC / AREA VEGET{ATI I / �- / •� - SYC \ z
I 11111 1 / 0 1„ 24" / /B �� \ T.M. 45-66B
CLEARED WITHIN g' \ O OAK PAR
S C + 12" 8" \ DEMOLISH EXISTING GRAVEL
1111 I I 1 346.4 STREAM BUFFER. \ /35�.61 WAL /� TR \1104 "BROOK HILL RIVER PARK'' PAVEMENT AS DENOTED. VERIFY '
15" I COUNTY OF ALBEMARLE, VIRGINIA EXACT AREAS IN THE FIELD. I h 4�
II II I I I 11I8" ° SYC // 348.8 + \ I �- / //357/./1 / WAL \ D.B. 624� 935DESC. /�/ I I �1
I I I I I I Y 349. 4 \ I 2,4 + / \ D.B. 411-523 PLAT VDOT STAFF TO FIELD INSPECT THE EXISTING EDGE OF ASPHALTT / 9
+ I I I I I I I / \ / I OAK/ t356. 8/�IMI S WPO _ \ > D. B . 56-339 PLAT ROAD PVMT. CONTRACTOR SHALL RFORM ALL WORK RQD. BY / /// // WAL
325. 7 I I I I I I 1 �/ ' �5' 100 STEAM / ¢ I VDOT IN VDOT SOTAFDER TO CREATE A STRUq F SHALL PROVIDE WR T ALL OVgL � � TABLE PV TTO T � / ry / /
I 9 / / • TR �� / \ SYC aoo a E�I_.AP _ 1 / / / /
III I I II I /o / 15 BUFFEf4 TR // I 12" wo w / /
I 1qR- _ 9' ®/ / I gR • � o wz _j Z CONTRACTOR BEG#NNIriCsN�W�AVENIENTAITORK YC/I
III I I I I C / I ®g•• iR' 1 � r I N= N '�i �12 0-� �i/ i // /
III I / TR \ o, I CRITICAL SLOPES PER M91FE'FSC_G9T€,-CHAjN-uF*'FENCE --all / z
I I I �I I / \ - EXIST' I G \WOODLAND a ALBEMARLE COUNTY GIS cc FO0TERS_AN�ALL�AS`SOCIAT�DD� - 18 /1001,
P >t \ I ` l ION SHALIL BE ADJUSTED ACCORDING TO / � FEN) NG ELEMENTS.' �_ POP ,dam
�q
1 / I C 12"
� REMOVE WITHIN THE LIMITS SURVEY TOPO 18 � / / i � / �� � � � a OA '
NlG -- 3 Y
u1 I 0 \ 18 o OF I . TYPICAL. SYC / 1 /
I SY \ 348.9 + C YC \ - g.. o /
o I + 1\ _ 1 C \ 12 _ 15 _ _ - - / \LI ITS \ SITE DIOSTURBANICE.AND BUSHES /REES S/ / / / / / / / o �R Bil // PO5 BUSHES /
u I \ \\ 348. 5 9 SY - POP S0. \ \ �\ '30 T / / ` / / R /POP / 7, 1 / 362. 9 OP TREES &/
Lu m I I 3 4 . \ 348. 7 + \ \ 9 y \ d _ CONTRACTOR SHALL 9 8 / / / 1 / / / P2
u z I 1 \ 9 SYC V __ IFY EXACT AREA. TR / / TR / / / pAL� S�YyCC�/�
a - TR 12 �/ / P 2"/ / OTHER_14" F VAL, NO /
' I 1 1 R /+ I 348.8+ \ SYC
o ----- MAP _ _
�> I I / \-------- 8 / //� /
�w I I I SYC / 15' 8' \ ���SYCO B' - T 12 i / / HALL BE PER EDBY
`f' I I 4 \ / TR TR - - e / •� / / THE CONTRACTOR IN THIS AREA.
u I EXISTING EDGE OF \ $� 9 \ o
\ /Jtt\ ° TR • 12 °� �/ / / / / PROTECT A4L UTILITY EQUIPMENT AS /TELEPHO I
ww Y + VEGETATION. X R 15" - 12" / / /
I 9 2 \ TR THE \ oDBL o ____T� - / / / / o 325. 7 -
3 } o I 348. 5 BUSHES POP - -' - / / I REQUIRED BY THE U
o I E \ BENCHMARK: 348.5 \ C DAR
_z III I I \ IRON & CAP SET + 351 . 5 \ - - I
o III I \ \ ELEVATION=348. 48 + ING a i - / 3 + VIRGINIA TELEPHONE' 6BTE271RgP61 COMPANY
III I \ & 348.4 CONTRACTO SHALL PRESEkVE STOPS & SIGNAGE + / / ASEMENT (4 I ROL
II1 \ I B T \ AND ]PROTECT ALL PROJECT' I EXISTING C�V R
I \ I \ T \ VIRGINIA ELECTRIC AND PO34R SKETCH)/ 1102 \\ PO E I GUY GUY
III I II 9" \ \ SXHW.E3Y BENC MARKS DURI G LISH EXISTING G /E4 EASEMENT (D.B. 298-345, ENT. ONTRACI TO \ I
I 1 I TR \ CONSTRUCTI AL. + a / 35CCQRDINAT AL \ \ POL `
I I I III \ \348. 1 3 / PAVEMENT AS DE�JOTED. \ 355. 6+ E U �TY OWNERS.
III I I I o / TREES + - \ / CONT \ \
356.5
III I I 9"&15"/ BUSHE - 349. 2 3 XP�CT AREAS If THE FIELD
EXISTING -RIVERBANK RIP
NOT BE DISTUR / 352. 5 354. 9 0
1 �
a �
26.7
27.3
326.7
327.6 327.5
PI
%�, sa��® 'r-GRADING SITE _ _ . �::war:®s��:tose�������® MIN4®p��®�i►o®�d����������®®®®�����®�1►O��S®�®�,�=®,®►
353.2 SIGN
...,
z
N
J
n
oad
a
D
MILL EX. RIO MILLS CAD
W o
ASPHALT AT 2" D THIN
Hw
THE AREA SHOWN{._ DOT
TO IDENTI�' AND
z m APPROVE EXACT' Ei
oa
a Cc
oi Cn
ozCnn
O 00
= J
64.5
ALL uj ncn
a
U wC0w
Z U w< w
Q Z J a
I
1
H
U=LLwE
w UOC
Z J ¢ w
OQJcr,Zcc
1
N�Q=i--iQ
oZZa¢o
wazwon
�
o aCD
w�
1
UN�Ui--iZ
o a3a
¢ _
wpw�~
LL
1
C:) >o
<a
r
Z
~
r"axo
�o
JJ
LL] If
LL
1
cc <
361.5
a
a
1Q_
\368.7
36B.4
368.4
1
d
369.4
1
/
370.3
/
\7
w a
nd
370.
N17?55'52 W G-) I / 1 0_
5.54' z
VDOT
N34 °37'43"E 5.66' / / / T�� / M NUMENT/ 1 1 w 1011
m SI + 351.7 i 8" / N32°16'43"E 350.01' / / / o
I N a 1103 TR / / OUND TIII POLE C/ w
/ / / �vIGNAL/
3Q°.: �8.6 s a I 12 T
GONG. / + �n SYC oIII 8 • / � / /
PIPE / EXISTING SIGN HALL BE 353. 0 ") 356. 5 8 REM/ /
348. EXISTING EDGE OF 354.6 LIMITS OF PROJECT s BP • ARK SIG FOR
T E /
\ - - - _ - - - -REMOVED, STOF�ED, AND - - -VEGETATION. I TREES & 357. 4 P PARK SIGN FOR SE /
9 I REPL7�CE6----------- BUSHES
J TREES & �66 a 357.E BUSHES �0 T
F"' II�Eial'- TREES
/ 3�'BUSHE ----- 4" CONC. PIPE
\ DEMOLISION OF EXISTING I c I - - - - - -r\
I 15
A GRAVEL PVMT. TO END AT THE FFIC
PARK PROPERTY LINE. GRAVEL EMI TING VDOT R.O.W. DITCH IS CURRENTLY INVERT= SAW CUT AND REMOVE EXISTING / POLEL
PVMT WITHIN THE VDOT R.O.W. I 0QOGGED WITH SEDIMENT AND VEGETATION AND 360. 54 ASPHALT ROAD PAVEMENT FOR NEW ENO
SHALL REMAIN. DR INS PARTIALLY ONTO COUNTY PROPERTY. CG-6 CONSTRUCTION. SIGN
344 .'.6 ; I VDT SHALL RESTORE / REPAIR DITCH IN ORDER SAW CUT & REMOVE D OF
TO CORRECT THIS CONDITION. EXISTING G-6 IN ORDER O IN
34.4>9
DEMOLITION PLAN
1"=20'
APPROXIMATE
GRAVEL. LOCATION OF
\....,... OVERHEAD
a BRIDGE
a
344.0
3
wo
ao
o
w J
Z LL
O
Na:
F-
3
ZONE AE NEW CG-6 CONSTRUCTIO
Y` Y Y Y Y R i
POLE
(NOT IN
NOTE: EXISTING TRAFFIC ISLAND WAS USE)
CONSTRUCTED AFTER THE PROJECT SURVEY WAS
PREPARED. THE ISLAND IS SHOWN FROM DESIGN
PLANS PROVIDED BY THE OWNER. CONTRACTOR
TO VERIFY EXACT FIELD CONDITONS PRIOR TO
BEGINNING ANY WORK.
i
BENCHMARK:
MAG NAIL SET
ELEVATION=371.97
AIL/ I rn
PAVEM '
371.E ST
7 1 S
/ I W E RIPE o ��
• R �1 R-
-
TRAFFI o
SIGN
B Y -Y
/ A
/ PA
PAVEMENT
U.S. ROUTE 29
SOUTH BOUND LANE
SEMINOLE TRAIL
(VARIABLE WIDTH R/W)
0' 20' 40' 80'
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENTOF PARKSAND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCI NTIRE ROAD
CHARLOTTESVILLE, VIRGINIA
ADDRESS
ANHOLD
LANDSCAPE ARCHITECTURE
434.882.3420 1 434.466.4422
ANHOLDLA.COM
SITE PLAN SUBMITTAL
o iINLTH OAI�j
`4'f
(O DAVID T. ANHOLD
9 Lic. No. 00311
4P E ARC���
DAVID T. ANHOLD
VA LICENSED LANDSCAPE ARCHITECT
LIC NO.00311
REVISION:
NO. DESCRIPTION DATE
DEC. 20, 2019 PREM. SITE PLAN
MARCH 23, 2021 FINAL SITE PLAN
SCALE:
AS INDICATED
SHEET NAME:
DEMOLITION PLAN
SHEET NUMBER:
C-100
c:\users\owner\anhold associates dropbox\anhold team folder\projects\20190923_brook hill river park\01_cad\02_sheets\c-100 demolition plan.dwg
March 23, 2021
SITE PLAN NOTES
385'
1. PROPOSED PLAN COMPLIES WITH VIRGINIA STORMWATER MANAGEMENT PROGRAM
REQUIREMENTS. NO ADDITIONAL NUTRIENT LOAD WILL BE PROPOSED BY CONTRIBUTED
380'
BY PROPOSED PROJECT. SEE SWIM SHEET.
2. PER COUNTY REGULATIONS NO RETENTION / DETENTION IS REQUIRED DUE BECAUSE
OF THE PROJECTS LOCATION IN THE FLOODWAY.
375'
3. A 3/5/2020 SITE VISIT WAS HELD WITH VINCENT PERO, US ARMY CORPS OF ENGINEERS.
MEAN WATER SURFACE LEVEL OF THE SURVEY WAS DETERMINED BY THE USACE TO BE
370'
330.2'.
365'
360'
+ 12"
326.4 _ SYC
355'
327.1
//•B,
I _
\ C'
385'
:,
IRON
LLo
FOUND
w 1
380'
.1 1
CD 1Oi�1
. J
1
w...
375'
1
\
370'
_
371.6
STN� T
INVERT=
NAME
369.56
365'
S I G
j
/
\\ TRAFFIC
SIGNAL
\\s
360'
BOX
R P�_ 0 TRAFFIC
355' R R SIGNAL
I
I
I ROUTE
I I I ( -\ \I / , FENCE 500' 400' 300' 200' 100, 0' 100, 200'350' 0 Cd' #\IGN
Y
348.9
O
I I1 i I i 1® II TR ,/ / I 27 015
OAK SY" C 24SIGHT DISTANCE PROFILE I I // / \ o " PAVEME �
12" SYC 2 HORIZONTAL SCALE:1"=50'
~ �1a M / / // // / / 347. 6 I TR BEE H 373. 3 374.8
3 1 / / / 8' / U.S. ROUTE 29
I I I 'I / / / BEECH
]2+6.6 w: I I I 1 I l 1 0/1 2t
/ T/R // l + / H B$NDELANE
/ I / / 349.4 12" g„ 8" E
/d5�// / o yC�\ SYC pop / INOL TRAIL
BILE IDTH R/W)
SKG/ / \ / 0 15" \
/o '// / SYC 15 NOTE: SIGHT DISTANCE PROFILE BASED ON SURVEY AND COUNTY GIS TOPOGRAPHY. PLAN EXTENSION- SCALE 1 "-20'
\ 15 EDGE OF FOR DBL INTERSECTION LINE OF SITE DRAWN ON SHEET C-2 BASE MAP.
�/ \
1 j j1 I I ,HIC/ T20RWAIN + %' / OAK/ \ \ LIMITS OF SEE SITE CONTEXT ND J
I I j I I CE
I DBL / II 349' / / / \ \ - - PROJECT MOT PLANS FOR FU I W om
' I / / i \ \ - - 1 EXTENTS OF SDL 1� a �Q
1 I I I I HIC / VDOT EC-3, TYPE�C I / �- / „� - �
I /III I / REE S I 24" / 8 o SYC \\ o cn
SL�PE STABILIZAITIO O 21" OAK /PAR \ POINT OF BEGINNING FOR PROPOSED I0 o I oozcn
T ING. BOTH SIDES USH 1 SYC O / / + 1 12 6 8 \ 1104 ENTRANCE & PARKING AREA IS AT CENTERLIN a o o =
III I 1 LU
346.� \ /35�.6 WAL ✓ TR \ 1 1 1 _jCD�
✓ 15" OF EXISTING ROAD. CONTRACTOR TO VERIF 1 I 4 2- - - �64. 5 Lj cn
18 15 CANOE & KAYAf �T - / / / / EXACT LOCATION IN THE FIELD I 1 1 2" MI L 0wMw
\ / 1 WAL
I III I I .. o \ I ✓ 357 1 \ Pl/ / I A . , 1 ZUw CCw
+ I I I o SLIDE & LA C 349 4 \ I 24" - + / / \ / /1 g 1 �o AND U=
'I7 I I I I �Y I / /f CG-6CURBANDGUTTER / / / ) °/ I /� ,�=Q�w�
III I I I DETAILS O SHEET C-5 \ / OAK / }356.8 /LIMI S dF WPO _ \ y 15 / �9 I - 1 RETO = x o 0
325 . I I I I I I 1 / / / / /j��15-'100 ST EAM I ENTR� .E ASPHALT i ✓ / / ?Or I 1oa _zcc
/ \ a i / ASPH LT z990S .FT.OF III I I ------- /i ao a PAVEME SEEBE��L�� �i 9 / ll 1 Zzo(o-BUFFE� 8" i I 12" wo w 5 / Nza
TR ✓ I SYC 0 �o - 1$ /9" ozz
CRITICALSLOPES I II I I / / + BAR _ 9" ® ✓ 1 9 o I wJ w _ ?R / /SYC wazwom
/ TR / zu z ENTRANCE-GATEPOSTS-AN9-GKTE�S� ✓ / / 1 o ao
WILL BE DI URBED I I / -- } g„ TRH \ I o o o
I 3g . - 1 ' \ \ ^ ^ EDGE OF FOREST BY OWNER E; AL
Si ALL�R / / / ✓ 1 xcuae��z
IN THIS AREA. I I f / TR o
34 ' \ - -' BE DETER INEB TN THE F}ELD.� B - - / n o a 3 a
/ \ _ I \ I I TO REMAIN
349.2 \ \�� 5��\\ \ 1 I 3 _--- POP ��i }:.i::: 11 00>0~
IIy I ✓� + ° \ I I 190S .FT.OFCRITICAL 18 ✓✓ ✓ o �' ��=- �� I. /:::: 1 z coa
w \ 2„ 1�� 15„ 1 / LIMITS OF SYC ✓ / ✓✓ g5„✓ �'��'8- i���� ✓✓ OAK)
\ / � YC 18" 0 1 SLOPES W�LL BE DISTURBED ✓ i �''''''''''''''''
+ \ \ WALE r GRADING O / ✓ ✓POPi i' i i .9 i ✓.:r.r r.. r..r.,r:./. .r:.:.ir cc
FIFE DING= \ 3413.9 \ SYC � � 9" ✓ � i...::.:.....:..:.::.:..-... � a
o / - 1 \ \ 15" / \ �\ IN THIS AREA. TREES & / , / ✓ 'y ✓ i��' nr::.:::::::.::::.:/}r:::ii:2 Q c,
a 348.5 R ✓ ✓ T %r::irr:iv
30.40' \ 349 \ \ 12" \ POP USHES / / ✓ / R / �8 ' 0 S .:.....:........
I \ 47.00'✓ + -� SYci------® �JS \ 30" / ✓ ✓ i / a 5.... ........... ;.rgy:2.. u:..:.:.. -
m I h \ i \ 0. 18 , g / POP O 1g�0 0. 36 -
''-'�, FF LAN G= � �\ 9" � \SYC / / � / m ::(;r,.... ...
\ 9"
✓TR + 44
a u z d i /..... .
�w IIII I. 36.65' + a4 \\w� "TR \ SYC ,� \ \ __ g„ a' o / i �� � I 1.;.--..........:�..:.::.:..'.:a:....�:.:.�,,..' 1
I O, \ i \ � �4-"-----•-- 18 12" TR AR � rr.,.._..
(... ?J \ i 15" 8' 8 1 TR •i / /
�El:� 5 \ / \ ✓ TR g„ TR \ _�SYCO o ®MAP VTR TR _ e✓ / G� / 35' PA KING
o \
o.
LULL Y+ 1 1347. 0' o o /. -- _ 368 . 7 368. 4
\ I TEL P;H;ON
QoCE 325.7 3 5 p0 349 2 \� \ T S & ���� oDBL �o� TR ----- _��� // 1 // ... _ G� \ I
_ �,
3829':..:.
3> I ( h3. \ �\ SHES \ ��-- ---- __ -' ✓ 358.00' I o m M- �_-i MS..:4.'. 1
o I�\ p0o I BE MARK: 348.5 \ \ \ --+ ------ / - M OMPA
RON CAP ET + I _ - - - - \ $- - a' I ELEPHONEI }
4 rn EASEMENT ( II
o� I E EVA =34 .48 +--�----- 354.20' V POLE
_ I 0248.4 I i + MP ANY /PARKING ' 102 \ ' I GUY GUYI / \I r', 1
34�. 0' 16.66' nh� EDGE OF GRAVEL PAVEM VIRGINIA ELECTRIC AND PO 347 KETCH) / - \ o0 362.7 ' II POLE
z Q III I 111 Q� 348 9 - - - I 4 EASEMENT (D . B . 298-345, 6_
I ,00.0 ' 320 GRAVE IDARKING N� 10 p0 \ \\ V POLE / M N.
a 11 O
0 Lu III I I I I TR \ \\348. �S 3 '-DIA TER - �I- + - - o \\ - n T V \ + L� GUY
III I 1 o / TR & + - RIVEROO E o M \
I I I I I I 19"&15"/ BUSH \� - \ \ \ 9. / AT 1 /( / 11.00' 5.00' 356.5 PAR I(VG 36 1 I I I 369.. 4. 1!
+ 3 - \ LIMITS OF I io GRAVEL & I 1 /\�70. 3
354. ) 35 I 12• 1 3GRADING I PAVEMENT W
HC O 1 \ r
326.7 'I 5 35 I 1
326.7 ✓ + 33�+ / AVEMENT 1 363.2 M 1 \w a
351 . 7 / + _ 355. 12.35 3 7.0 I 1 m 1
A 1107 1 \I `ro - I N17?55'52"W
2-TRASH/ RECYCLING / I 5.64' z 1 \
RECEPTICLES BY OWNER / VDOT
� APPROXIMATE
+ T -- - ------------1----------------- - --------�--------/�I� T OF WAY LINE I I MONUMENT/ I 1 w 10,
--- ---- --- -- _� 3.71.1
5. 66 / 8" ✓ N32 °16' 43"E 350. 01 4 / / � � � /
m i+ DRAINAGE S11ALE7WITH EC-3, TYPE -A 1103 / / o ��- - 7 LTS_D1 -? IRaN\�\ T AFFIC / I
30 3`48. 6 PROTECTIVE MAT. 4' Q1IIDTH / TR /
\ / / ( 12" GRADING // FOUN% \\IGNAL
G'ONC. 46' + � 4`0 + �n SYC o 8 i \ / POLE/ 1
pl,pE / + 356. 5 8" BEGIN NEWG-6 \ Y PAVEME
353.0
348. - - - 354.6 357. 4 �S� BP • TR �6 CURB AW GUTTE / / a - 371.6
\ - _ _ I THE & MM11gTCH EX. ELEV. \ / _ 0
BUS S LIMITS OF TREES & 6b 1�N
N - TREES - - - - - - - - - - _ _ _ BUSHES '� `� RAIL
PROPOSED PARK DITCH �HAttLOW INTO - - - - - - - - - - - - - - - - 357-6 PROJECT ✓ ✓ 0� TR o ✓ /
24" CONC. PIPE /
OBJECT HEIGHT
ELEVATION=378.3'
w
EYE HEIGHT ELEVATION
AT ENTRANCE
❑
Z
ORIGINATION
POINT=369.9'
SDR =182
af
z
BITE DIs
�O^
a
a
O
MISTING & PROPOSED p
Fr
ROUND ELEVATIONS ❑
SDL =4
z
SDR SIGHT LINE
OBJECT HEIGHT
DISTANCE LEFT
w
ELEVATION=357.5'
SITE
Z
O Co
m
z
Co
�a
Ow
EXISTING & PROPOSED
¢ w
rn
D
GROUND ELEVATIONS
O,
to
N
=
AT SDL SIGHT LINE
m
E
F
O'
o
w
326.8 + 0 1
+ RA
EX. VDOT DITCH AND EX. 30" COCRETE
PORTABLE TOILET BY OWNER,
ADA VAN W KING HC VAN
- - - - - - -
327. 3 w
PIPE. CONTRACTOR SHALL VERI Y EXACT
CONTRACTOR TO INSTALL 8"X8"
SIGNAGE� R ADA REGULATIONS.
o 0
FIELD CONDITONS AND COORDI TE ALL
PT TIMBER EDGING WITH 4" 21A
1:50 MAX J_ PIES FOR ADA PKG
CENTERLINE OF EXISTING DITCH AT TOE
INVERT=
OF ROAD OT SHALL
ONE
DRAINAGE WORK WITH VDOT. CONSTRUCT
AND 2" STONEDUST PVMT.
AND ACCES AISLE PAVEMENTS.
360.54
WAY
EDGE OF FOREST
END -SECTION EC-1 AS REQUIREDBYVDOT.
CLEAN AND RESTORE TO ORIGNIAL
AND RESTORE O
SIGN
I I 344.E TO REMAIN
HYDRAULIC DESIGN CONDTIONS.
�
344.9
ZONE AEA
I
V
Y_ V Y Y
Y
327.6 327.5
LANE
RAIL
TH R/W)
.4 326.8 327.6
\ 1108
I
J I R APPROXIMATE
I \ GRAVEL LOCATION OF
OVERHEAD
0 6 BRIDGE
Q.-Q a
c`\ m \
PI \
I
7 344.0
INITIAL SITE PLAN
1"=20'
SITE PLAN LEGEND:
GRAVEL
PAVEMENT (ASPHALT)
DITCH
RIVERSTONE
RIVER MATTING
3 /
co
o
W J
Z Li-
0
N S
H
3
I
POLE
(NOT IN
USE)
TPAFFIC
/SIGNAL
x
/ I
WHITE RI'K 0 -
N4
POLE(,
15p0, / R
TRAFFI
SIGN
✓�/
�T Br
Y-
i i
Y
/
GAG
� ✓
PAVEMEN
BENCHMARK:
MAG NAIL SET
ELEVATION=371.97
NOTE: EXISTING TRAFFIC ISLAND WAS CONSTRUCTED
AFTER THE PROJECT SURVEY WAS PREPARED. THE ISLAND _
IS SHOWN FROM DESIGN PLANS PROVIDED BY THE OWNER.
CONTRACTOR TO VERIFY EXACT FIELD CONDITIONS.
U.S. RUTE 29
OUTH BO ND LANE
SEMINOL TRAIL
(VARIABLE 'WIDTH R/W)
W_
�Iz
_O
fnI
z
w
~L -
0' 20' 40' 80'
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKSAND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VIRGINIA
ADDRESS
ANHOLD
LANDSCAPE ARCHITECTURE
434.882.3420 1 434.46 6.4422
ANHOLDLA.COM
SITE PLAN SUBMITTAL
p,LTH OF
L
UO DAVID T. ANHOLD a
XOA Lic. No. 00311
SC14PE AR:
DAVI D T. ANHOLD
VA LICENSED LANDSCAPE ARCHITECT
LIC NO.00311
REVISION:
NO. DESCRIPTION DATE
DEC. 20, 2019 PREM. SITE PLAN
MARCH 23, 2021 FINAL SITE PLAN
SCALE:
AS INDICATED
SHEET NAME:
SITE PLAN
SHEET NUMBER:
C-200
DATE: March 23, 2021
-\umro\num<r\enhnld aeerviah<c Arnnhnv\hnl.i hunm fnlder\nro;urte\inionon hr lr hill river nnrL\M nnA\ni eheuhe\n-inn eihe nlan Awn
WIDTH VARIES, SEE PLAN -
2" SM-9.5A 2.5" BM-25.0
INTERMEDIATE
SURFACE
ASPHALT ASPHALT
8" VDOT 21-A
BASE MATERIAL
COMPACTED SUBGRADE
CBR = 10
ASPHALT
WIDTH VARIES, SEE PLAN
8"
i i I—ITI—I i I I —I i I —I i I —I i I—ITI—I
8" VDOT #21-,
AGGREGAT
COMPF.
CBR = 10
GRAVEL DRIVE
8 1"
6'
4'
3:1 3:1f
4.5"
NOTE: SWALE DETAIL DRAWN TO ILLUSTRATE
PARABOLIC FORM. SWALE SHALL BE CONSTRUCTED
PER VDOT SPECIFICATIONS FOR EC-3 TYPE 1 SOIL
STABILIZATION MAT
�-- ENTRENCH EDGES OF MATERIALS 6"-9"
EC-3 PROTECTIVE
MATTING
7 SWALE
6"-8" DIA. RIVERSTONE TYP.
WITH STONE DUST INFILL
AGGREGATE
IIIIIIIIIIII IIII
'-I I II � II I I— I I1=1TI it I1-1I I �I I I— 1=
—I .III -MIT _IIII __ III
-11, � 11111 i it l l 1 �I 11, ,111=III=1 1=III=
GEOTEXTILE FABRIC
SUBGRADE COMPACTED
AT100%,CBR=10
RIVERSTONE EDGING
/2" BE EL ON
_TOPIEDGES
15" MIN.
BOAT SLIDE GENERAL CONSTRUCTION NOTES:
1. ALL LUMBER SHALL BE 1 GRADE, SOUTHERN YELLOW
PINE, PRESSURE TREATED (CCA-TYPE'B'), SHALL
;
HAVE A MINIMUM TREATMENT OF 1.5PCF.
2. TOP OF ALL POSTS SHALL BE BEVELED AT 45°.
3. GALV. LAG BOLT WITH WASHER MAY BE REPLACED
LL LL
WITH TIMBER HEX BOLT OF EQUAL OR GREATER
0 of w OJ
STRENGTH.
z > w
a�w
j
Q1--z
0<z
waf0
za
ZOO
goo
ILL J
0zU
(9 z X
oaw
ww
m
CORP OF ENGINEERS
APPROVED MEAN WATER
ELEVATION=330.2'
REINFORCED CONCRETE
LANDING AND FOOTINGS
BOTTOM OF RIVER ELEVATION: 325.7' f
Vol
49'-6"
37'-6" — — — — — —
/
/ TOP OF BANK ELEVATION 356'
/
/ EXISTING
BANK
/ —
/ / SLOPE III
6X8 TIMBER
RUNNER
FINISHED
GRADE
6X8 TIMBER
CRIBBING
TOP LANDING
FIFE: 346.65' STONE _
VERIFY INFIELD L DUST PATH
— -- — —
16'-3"
CONTRACTOR
TO VERIFY IN
THE FIELD
BOAT SLIDE PRI
OFILE I� I, I -III -III
III I I I � i I I 11,1
6'-8"
12" DIA. CONCRETE 1 -0
PIER WITH (2) #6, TYP. 3" MIN. 6„ 6" 6X8 CRIBBING STEP SEE HALF -LAP LA JJOINT DETAIL
VERTICAL, COATED
REBAR TYP. d�
n4 A 14
-• 4, d� a d d d9 G
TIE #4 AND #6 BAR n a
d n ° a FfIa -WITH 7.5"MIN OF
TOGETHER AT L d d d P; d
1 I a I� BOTTk�M
LJ�f IDING $ CONCRETE.BROOMa
EACH PIER. n
.ad d d •: FINISH ALL EXPOSED add
•.I d �pl° d �° I' • d.° d
ed ° FEE:'33Q 4 d j I' d . ;SURFACES
d nd' d j•° d d a.
#4 COATED REBAR jf a ' a' 9 " °d� n
1'-6" O.C. MIN. BOTH WAYS d d 4.
•' 4. ° d d .
dl l`. da pd . I I <�
d 6X8 RUNNER O O O O O n d
d l aA d
..
I d n 4d 4 ! d
L d {{ l 4X4.RUf1NER O O O O O O 2,
LANDING EDGES AND REBAR I' e., d d ° ° 4
SHALL TURNDOWN AT °
° .e 2X6 RUNNER O O O O O O °
n d d. °.
PERIMETER. TYP. ,, T ''. T I� 12' 0" fL
1/2" = T-0"
2X6RUNNER
1 4X4RUNNER
2'_2^ 7
8 RUNNER
NOTCH (TYP.) 6X8 2.25„�
STEPS TO RECEIVE
V/�__-0 RUNNERS
6 X 8 CRIBBING STEP
II1 11I1I"7, 71 '
III 6X8 TIMBER
_ CROSS MEMBER
II COMPACTED
SUBGRADE
12'-0"
BOAT SLIDE SECTION 2
112" = 1'-0"
VDOT EC2-TYPE 4
EROSION CONTROL
MATTING ECC-2 DOUBLE
COCONUT MATTING OR
APPROVED EQUAL
12" TURNDOWN ON ALL ENDS
OF EC2-TYPE 4 MATTING
6X8 TIMBER
CRIBBING
EDGE OF BANK. CONTRACTOR
TO VERIFY EXACT LOCATION
IN THE FIELD
ARMY CORPS
OF ENGINEERS
MEAN WATER
LEVEL = 330.2'
TIMBER
1MBE\ R CRIB j
HALF -LAP
JOINT DETAIL
6x8 CRIBBING I I
3/4" DIA. GRADE 60 REBAR MIN.
3'-0" 6'-8" 1'-6" LENGTH = 40" (TYP.)
L
43'-6" STEEL EDGING
BOAT SLIDE PLAN
L= 1'-0"
NOTE:
1. 1/2,, X 12" GALV. LAG BOLT WITH
WASHER MAY BE REPLACED WITH
TIMBER HEX BOLT OF EQUAL OR
GREATER STRENGTH
T-0"
SETBACK
CRS TO
8" MIN.
6'-0"
PIER
6X8 TIMBER
RUNNER
1/2" X 12" GALV. LAG BOLT W/ WASHER AT
EACH END OF 6X8 STEP. (TWO PER STEP,
COUNTERSINK INTO TOP OF RUNNER.)
6X8 TIMBER
CRIBBING
1/2"X12" GALV. LAG BOLT WITH
WASHER COUNTER SINK INTO TOP
OF RUNNER.
TREAD WIDTH
6'-0" 1'-6"
52^
1
LOWER CONIC. 72
LANDING
FIFE = 330.40'
COMPACTED
SUBGRADE
m MIN.
12" DIA. CONCRETE PIER
WITH (2) #6, VERTICAL
COATED REBAR 1 -0
BOAT SLIDE SECTION LANDING
3 1/2" -0„
STONE DUST
_ NOTCH CUT 2.25" CUT 2.25- PATH WITH
INTO CRIBBING STEI f7 STEEL EDGING
3/4" DIA. GRADE 60 REBAR
_ 711, MIN. LENGTH = 40" (TYP.)
2
UPPER LANDING
FIFE: ' 1'-4" TYP.
(VERIFYIFY ININ FIELD)
°P d
_ I I —I . 4" 21-A
ICI 2" STONE DUST
III II —III— '
CRIBBING SHOWN FOR
REPRESENTATIONAL
4" GALVANIZED PURPOSES. SUBGRADE
SPIKES @ 24" O.C. TO BE BACKFILLED WITH
AGGREGATE OR
12„X8„ #4 COMPACTED SOIL AT 100%
COATED L-BARS
TO TIE LANDING
TURN -DOWN TO
FOOTINGS
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCI NTIRE ROAD
C HARLOTTESV I LLE, V I RG I N IA
ADDRESS
ANHOLD
LANDSCAPE ARCHITECTURE
434.882.3420 1 434.46 6.4422
ANHOLDLA.GOM
SITE PLAN SUBMITTAL
�tip,LTH OF
� G
DAVID T. ANHOLD
r' Lic. No. 00311 C11 ,y w'
` 4PE PSI
DAVID T. ANHOLD
VA LICENSED LANDSCAPE ARCHITECT
LIC NO.00311
REVISION:
NO. DESCRIPTION DATE
DEC. 20, 2019 PREM. SITE PLAN
MARCH 23,2021 FINAL SITE PLAN
SCALE:
AS INDICATED
SHEET NAME:
DETAILS
SHEET NUMBER: C-210
\ucar<\nwnnr\anhnld accnriafx rImnhnv%anhnlrl toam fnlrinr\nmiwid7n1QnQ71 hank hill river nark%n1 rarl%n7 chw k%r-7111 dntailc 7 rI n
March 23, 2021
NOTE: ?L371
I
6 STREET INV& BROOK HILL
1. STOCKPILE LOCATION IS TO BE OFFSITE. LOCATION TO BE DETERMINED BY CONTRACTOR. 6
2. SILT FENCE IS TO ACT AS TREE PROTECTION. SIN 369. 5 \
RIVER PARK
TRAFFIC
• I I ' / // I SIGNAL �
BOX - - -
/ I R a oo TRAFFIC --- _ PHASE 1 RIVER ACCESS
SIGNAL
POLE IMPROVEMENTS
R00-TES
# SIGN
DEPARTMENT OF PARKS AND RECREATION
CLIENT
• I '
PAVEME COUNTY OFALBEMARLE
374 8+ / 401 MCI NTIRE ROAD
+ I I 12" CHARLOTTESVILLE, VI RGI NIA
SYC \\ / / I / ADDRESS
327. 1 �- I / I RJUTE 29 ` /
B UND LANE /
F NODE TRAIL A N H O L D
NCE // .I LE WIDTH R/W) ` /
4 11105� 348.9 O i� Iz LANDSCAPE ARCHITECTURE
I • 434.882.3420 1 434.466.4422
pp' ' �i®i 9R i �'� i 27 O15"
�F /
m. i OAK SYC Q 24" / I
Q` ` / ANHOLDLA.COM
Q' R.' ' I ' `, 12 B,� SYC /�
9. i8"I i ,' 'r,' ,� + i TR BEE H / I Z IO /
MIM I , ,' ,' , , 347.6, 8"
O 3, , I •I ,, z I n' z It
\
2M'8 ' ; , I , , BEECH
u�. , , �. I �• I� /
o / I
'ii ; Tp + ��Z. w
349.4
15" ; ' ,' , b'SYC SYC POP Cp. I Y.
$YG;' ; ° 15" � , PLAN EXTENSION
10
SYC - NRCS SOIL MAP UNIT NAME: \ � I-
'; 15" + ch DBL 0.
NRCS SOIL MAP UI}I�NAME: CODORUS SILT LOAM, 0 TO 2 / Z. \ \ �� -h�13 ( / _
r r IIr ' HICK ' + m ,'OO AK ,' ` PERCENTSLOPES, f Y \ "�W v`
347 0 COLVARD FINE SANDY LOAM, o. NRCS SOIL MAP UNIT NAME:
0 TO 2 PERCENT SLOPES, �• f F� I I I J C /
12 / O. OCCASIONALLY FLOODED HAZEL LOAM, 15 TO 25 \ I m I I
I ' ' r ' r DBL ; 349. 2 - _ _ _ - _ _ OCCASIONALLY FLOODED C I
HIC -___ PERCENT SLOPES
I , r , TREES 6 24" , ,21 8�,' �. o .SYC
BUSHES '\ O SYC Q OAK 12" ��
346.4 --- 12"
/356.6 WAL 'a TR 1104
W A �'CL)/ I \ LIMITS OF /I 4.5
15" 348. 8 +j- L / I \V - PROJECT / �' w
18" SYC 357,' 1 0 1 �
$'YCo ' 349.4 ` , 1 24 J-' + , , , �` / - --- / ,
OAK,' 356. 8 ,[IMIYS OF WPO / I \ \ / 15" AL®I
r I I
j -, \ / I \ \ / DBL ,' ,' , •' �� I I 325.7 i ' ' i , F - 100i'ST♦#EAM I \ �� I I
° P-AR'BUFFER 8' i 12" SYC
• I , r r , , /' r 2..---- - • TR r ' SYC i
'.PAR g., ® I 9R . � o ' / I \ \\ _ "TR YCSF
I
TR
1 -X -°j o
LLJSF Y 18 �\� 0 15' \ \ SYC
o .SOP.' ,' 0 f
0 34 .1r + 349.2 -- YC 12" POP WAL \ BUSHES LIMITS OF �,.' / J ......... iii::::i 1 a
.cv 348. 5 - \ � � � ` \ TREES &'� 9 ,' TR .:•:::::::.... ... I
+ - ----- o S:::::::::::::: I I SITE PLAN SUBMITTAL
•o , v ' vSYC.' ----- . .�. , V 1-' POP, ,' 36 ... ::.tYl::::::.
R
o-
1
1
I
9" \ g
\ TR a
,
I I
,
U' II Z I I I , / �
9
SYC --- � � v`
R '�
\q1, _ -
' �,------SYCO--------- T T 12" G� I r.C:.........y::•• ,' 1 II II
DRAI E S \ \ i5' B" 362.8
5 P OP E TR g" R -
w� Y '3
+ \ 1 ��k o TR 12 12o MAP o =-o= TEL PHON 8. 8.4
r
3 6 7 316 I
Qo z 325.7 \ -� 3 8 5 349 2 TR / \ `X�� BL o - _---�� O� I
3> `'' X ` + 1JIF/ - ---- __ - I 1368.: 4. 1 p,LTH O
i \ ,' , ' GRAPH OMPA _ r ;o E C MARK: 348. 5 ROPOSED
I A•-___ _ ___'
IE
.o i \, , 1 \ VA TOCAPq E46 + S I \35 + 4 + ARGz�R-O.�:JTE .B. 271-436 r P o---- • 'll �\ ` 3 8.�1 i , ,' 357.8+ \ i I POLE
11i
AND P POLE U DAVID T. ANHOLD a
\ VIRGINIA ELECTRIC P W3ER MPANY _ 102 I GUY GUY1 w I �I
348.9 KETCH) O /
9" \ \ 2.4 EASEMENT (D.B. 298-345.. - -
" ' TR + p\+ POLE / C I y
, , 357.5+ � `� V\pE I a r' Lic.No.00311
348. 348. I \ \pE - + - - - _ fs* \ pG36 GUY
° , TR \ \ + \ r 356.5 Q�� + ----- - ds A i
" '9"&15"' BUSH S \ 349. + OPOS� 64.4 I C PE AR
. .. ..
3 + 5 ❑❑ + i X , PAVEMENT1370. 3 J
GRAVEL 6 ' I'
326 . 7• 326. 7 \ �� �5 + + 356. & + 364 . +
. 3 0 EMF 363.2•
I + R +R 6 LIMITS OF m .
351.7 + N17.55'52"W 7 `
3 7.0 ', GRADING �r � 1 � I ' 3 DAVIDT.ANHOLD
1107 \ PS ? I 1 a A VA LICENSED LANDSCAPE ARCHITECT
p X \ 5.64' z
+ 353.2 APPROXIMATE VDOT i o LICNO. 00311
MONUMENT,' w 1011
m 1 �--•-SLGH7 O�Y�NE' REVISION:
351.7 i 8- N32-16.43-E 350.01' �p� IF
4 .08 m + D- 1103 TR ° �� i FOUND, T`�GNAL,'
` 80 12" 1
POLE,' I f
CONC. / + /� 356.5 Y PAVEMEN
�+ + f°n Yc B„ (0 B 1 NO. DESCRIPTION DATE
' 'PIPE 353.0
357.4 d`S'c� BP • M TR + ' a 371.E DEC. 20, 2019 PREM. SITE PLAN
EA=0.73_ AC.
----------- I--------_-_-_--_\__\_\�-___ USHES
TREES 6 / 366' GUA-RO o ARCH 23 2021 FINAL SITE PLAN
~ 3�"1� ��f1STiNG-RiPRAP- BUSHE ----- ------ --- --------------- -- 357.E BUSHES 0 TR U I _ M
TOREM_AIN___-- -- --- __----- ----- �- 24" CONC. RIPE , ��RAIL I
3 +; o I' r ---- -----------EXISTING DITCH VDOTTOCL�AR-----_ -�
327.3 w A I _____---- AT -------- - POLE �X WHI E R oR
I CIP - VEGETATION AT OUTFALL �' TR CGNAL RI o 1
° I - - - - - - - - - OF CULVERT AND TRENCH � � N RTON E-
r J � i I AND CLEAR DITCH WHERE 360 54 SWAY �10' 15.00. 1 1
344.E �/ //- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; NECESSARY-T&RR9MOTE-� WAY TRAFFI °
i I POSITIVE DRAINAGE. LIMITS OF i SIGN
PROJECT SIGN
/ ST BD I Y
r ---- -
Y
y -T Y Y Y Y aI I P
327.6 327.5 PI 1108 i i POLE / VEMENT - 373 3
+ CO API'IROX MA E i WUSE) // I 1 ; PII OT IN
R GRAVEL L OCIAT � A F / U.S. ROUTE 29
W) a PRIQGE ( NE
US ROUTE 29 // (VAOEABL�UTH OIDTHAR/W)
° / BENCHMARK' w
C I / MAG NAIL SET zl
PI / ELEVATION=371',97 �
I
/ SCALE:
7 I / AS INDICATED
• � I 344 0 � I
I /
SHEET NAME:
326.8 327.E I I /
/ z
ZI E&S PLAN
/ w
I I I I I I --------------
\ wL--
\ SHEET NUMBER:
EROSION AND SEDIMENT CONTROL PLAN 0' 30' 60' 90'
C-300
1 "=2U'
c:\users\owner\anhold associates dropbox\anhold team folder\projects\20190923-brook hill river park\01_cad\02_sheets\c-300 erosion & sediment control existing conditions.dwg
G
DATE: March 23, 2021
I
�
RIVERBANK AREA TO BE
EXISTING TREE O
ti I
REVEGETATED WITH
TO REMAIN `
d
TREES AND SHRUBS
/
/
THREE SISTERS TREE
rn I
MOWED LAWN AREA':'.'-;'.{
GROUP TYP. 2-1/2" + +
/v I
CALIPER @ 5' O.C. +
I
I
MEADOW AREA
UNDERSTORY TREE TYP. +
1
MULCHED BED
0
I
1
SHRUB TYP. VO
I
ORNAMENTAL GRASS TYP.
I
1
LANDSCAPE PLAN
PLANTING LEGEND
I
1
12"
SYC
I
_
FENCE
11 (-b I
I \ I/�
w I
0
II I I I
I I I I
1• 9'. /// / I 27"O
I I TR /// OAK 15
1
a 1
3
/ \ a SYC
24"
I
w
o
CU
O
wm
m
a u z
rc >
LLw
>>
uJ¢
Cc
a O C1C
3}�
a
0
opt
6 SEE LIVE STAKE
L-110 PLANTING DTL.
BOTH SIDES
1
SEE LIVE STAKE
L�1Y10//� PLANTING
SCHEDULE
LANE
AIL
H R/W)
12" SYC u- I
/ TH
BEE H o
Q t IM / / / / / r / / 8" Is I
BEECH / H BENCHMARK:I
w0/1 2t
. I I I l l I T/R // / I ELEVAT ON=36E.61
co 12 9 8 ..
/A5d// / 1 o yc� SYC POPS(Y/
/ ✓ 'q/ 015"/ II SYC15 DEL
IIIII '\ HIC / I T OAK / \
I
I
I / I / OAK/
I
II I I 12" I / / / / \ \\ \` I
IDBL / Icn
HIS// II TREES & I O 21" / OAK //PAR ° ..................
SYC If1
III III I BUSHES l\ SYC Q — �/ ( // I WAL / TR 12"\\ I
III I 15" GRADINGOF \\\ i //J / 1 /// WAL ) I I rn
III I I I I IIII II II I II I I�I 8SYC /�F4,A/ / 9A/jca OAK/ /LIMIXS�WPO 15
DEL
EAM
15"-BUFFE1 %
•1 / I I••.l`;'i•a 8- ✓ 12"
II I I +++++++++++ + + + + + I 1 �'_ — , / ® TR / / I I SYC _ _ _ _ — 1 9 / / 9 "
y $ /.I..
++++++++++++✓+++++++ - `PAR 9R ®/ / 1 9R ®/ o I , — _ — j ?R/ / / / SYC / ...I.
+ -- t 9" i 1 I 12
III Y ®TR �� \ c�� r\ I MEADOW SEEDING AREA. SEE �� _-,�� fR-, ��� /// / 1
+ + + + + + + + � + + ... + + \ - � I \ I SCHEDULE AND NOTES. TYP.N--
++*+.+,` +*.* *i.....3_NS•;•;•;•;•;+,�*,*,*,*\ o I EDGE OF EXISTING 18"""""""""""""" r\ 1 I FOR STTORE AIN SYC0WA E M 8 + 15L^ 3-CF g..o/ / +�..I
......*++++++ +\+*+ \ 15 / \ TREES & TR®/ / / - �/ v EXISTING IN ES
*+++*+*+*+*+* A BUSHES / /
I /•' 9 + + POP - - / / / ?R f ++'+'+ �/ S / LoTO REMAIN] -� III 1 NS +++ \ y++ ---- ®g y 0- �\ SYC 830"" / // // R✓ // P +++0+' CF / ILD
III I + + + + + 3-NS ....,.; SY `�� \� a\ ��-----,- - 3 C 9R 8" Ro / / / /'+'+'
*+*+
I I I 3 QA +*+*+*+*+ C18. 12" TR / P 1 O / 9 IV I
/
+ + + + '.•.'.'.'\ 9" o .MAP �— e / 1 I \\
*, R \ SYC
+ + +*+*+*+ + TR 15" 12" 12" � *11 // /TELEPHON
1
1
I
• •r . ..iL1111R_.,=II�IIIL�I�L_::� h IIL�I��_::� ji�IIL I • 1 j'�I►k ° - � � -
III . III � IIIZ••— 1 !�1•-w�� � �. ��
11d" IIL�IIR�II� iggimm——IIL�III— `... �� .y /,:It 1f c A� �A• 1
dY7•-:::•—liii_.li!::=::•—In�li!L�::=:::_4`s °`gtaP
a\'".�.fi0 d�\
: �IIIu!::_:•:'—ii�!!!V!::o:•:_.iiZ!!!u!, • 1 -: • - �� 1�if" �. i�, V1n.. r►'•>:
.._Ii�IIL�!:_.:� IIL�I —• ` �- -- •'Iri ��! t'�Lt/O'fAa•
�i�sr.f��<. y
' ...ten .. : • y
Or
• , � _ •�F.�=�� 115. �j /ice>��A� •
!
�' � - 1i����;��
• � 1�'y/,i � lAAAAA<t If w-r1 ��.�1{.1�� � I, Q
—y,��� �i V � ��� � i -.i'�p sR I�rz s.fA>�w�� �� �♦ po�Di�
I V NN� N / IP•1�� �. sw'. 3 I <AAAv�w A;,..I��•b
�;pNNNNNNN • N!♦-!i' �I:�"l �U !- >As:A�A.>. 4�,,!�;��%?!►A�,�bi�:�1��J=�►'-�..•yy
HAAww ��- Oit I ,tjR '. to Y
1► N � N 1►--A.N� ML. ♦iwAw�AA 4 v rv. 7C .. ��< �---� / aiti.,r"" .,.,. � f4f����A<�s � ice.•,-. I � . .•
� NI�_�.� •�—� �..�AwAA<AA1AA�•lAlwAAfAAAAAAwAAfAAAAAAwAA<wAAAAA�•si� �►�.T'7r- A�.�i'. � / �DM VI7 � � AAwAA� / �� o� i iv< ��.�)I��.y� �fi . �
.VN -��-. N � - ..wOA><rA � A.. e. O_ >t�0��6A�.�r �.. II�A iAVi.><•OA► i � �1 � F
�� � \/ V � :..�AA� - ��wAA��fwwA,}.,....AAAAAAAwA . wT i L �� T� �� _�w::OA<A�AOAAiA>w�iA � � i �•� � r a�'IIdA� � I. �E /•9
�Ws- ,e.•.A�A6.A s�-.inwGAw.iwlAwnAA�41Y>�sAniAiwwwefAA��♦ ' . •'41,►„Ga'wr wA��AAA<�w.�A���AAA4� _ �= -±\ , •, �y ., iMy
WALWM
�a AA�.iA♦ 1 • . _� �� ��>�A1�6AAA•>QaAAAAtA-w11 1�11 y ! 1• ' �! / ild
N W&,_FW —N .;,r ��1I ��) „vwse 1 ♦!., . wwAAAAw�AA '.1 i%1.11��l�a� �ilsi '�-♦ i 1
•N • S • ` , , •A: .A>AAA IL . vAAAAAAv<'� .- • �i, �1 1 I, ��6!•r <Ssg .. _
powN �\ iAsw>A< fs�A<eAAlra: �.A<;>AAOAA�><AAAAfAA+I.A As <il;cY� •r�1 < .,�«i< �;>. �� .'��� V�(?'D,l `'r -'♦��•t�
:N N N N �N.NN. NL� �.A,<�s �tc!''AIA:�iwwA w� ♦' �Y �A �dAw.'lAwiAAAAOwAAwAAwAAAA�A�A�A�i�>wAQ•><,1A0<�AAwii!.�3'=.��' �7�i.dl�l�rr� ��9i�a` �:•.L i�►6/-
/ c9'AA' �� ••+AlO9Af>IAfAAAAAf•A•AOAl A<9AAIA APAAAAA A sw � ��a ♦ ��— '� � � 1 ..::� � ��•L�����1�
_11�N --��I- � � � �--__ t\ � �. -_� o00A .�A�e/AA AAAAA<�AAOAAAAASAAApA�A.wr�'1A Iw .w. 1_ : .YO♦ � �, �•.w _i` �.� /
!� w .,oACw�!AY _ � Tr��►�p'��Yi����l�!� �� •_�� ••a� �Gi '�...L•:�"1� YI
���NN� N 0 N � •, � .mot <,Ai�<I>., '14 iiw� .� �.• . ♦. � . . • � • � • • --w..- �r��� •1 �
�N 1NN'�NN0=i•�
�AA�wA wwA LEE � � N ' y N sws°o°sf>se :
-I I
ii
0 INVERT=
I I 360.54 ONE
I WAY
ISIGN
Y Y V V V Y -�
i
I \ i
� POLE
1 I APPROXIMATE i (NOT
N
R LOCATION OF
R \ GRAVEL OVERHEAD r
\ BRIDGE I
\ II I \\
I \ I
I
LANDSCAPE PLAN
I A" "1
IGNAL
WHITE RIRE
/
/ POLEQ
•
a
15 pp, /
TRAFFI
SIGN
B Y-
v
PAVEMENT
U.S. ROUTE 29
SOUTH BOUND LANE
SEMINOLE TRAIL
BENCHMARK
(VARIABLE WIDTH R/iA').
MAG NAIL SET
ELEVATION=371.97
0' 20' 40' 80'
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCI NTIRE ROAD
CHARLOTTESVILLE, VIRGINIA
ADDRESS
ANHOLD
LANDSCAPE ARCHITECTURE
434.882.3420 1 434.46 6.4422
ANHOLDLA.COM
SITE PLAN SUBMITTAL
p,LTH OF ,
f
L) DAVID T. ANHOLD 9
9 Lic. No. 00311
SC'4 P EAR�
DAVID T. ANHOLD
VA LICENSED LANDSCAPE ARCHITECT
LIC NO.00311
REVISION:
NO. DESCRIPTION DATE
DEC. 20, 2019 PREM. SITE PLAN
MARCH 23,2021 FINALSITE PLAN
SCALE:
AS INDICATED
SHEET NAME:
LANDSCAPE PLAN
SHEET NUMBER:
c\users\owner\anhold associates dropbox\anhold team folder\projects\20190923-brook hill river park\01_cad\02_sheets\I-110 landscape plan.dwg
L-100
DATE: March 23, 2021