HomeMy WebLinkAboutSDP201900080 Plan - Submittal (First) 2019-12-20 (2)BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS
ALBEMARLE COUNTY, VIRGINIA
SCHEMATIC DESIGN SECTION
VICINITY MAP N
1 1 =2000
Sheet List Table
Sheet Title
Sheet Number
COVER SHEET
C-1
BASE MAP
C-2
DEMOLITION PLAN
C-3
INITIAL SITE PLAN
C-4
DETAILS
C-5
LANDSCAPE PLAN
L-1
GENERAL INFORMATION
1. OWNER
COUNTY OF ALBEMARLE
2. SITE DESIGN AND LANDSCAPE ARCHITECTURE
ANHOLD ASSOCIATES, PLC
8311 ROCKFISH GAP TURNPIKE
GREENWOOD, VA 22943
434-882-3420, ANHOLDLA.COM
3. TAX MAP & PARCEL NO.
A PORTION OF 078GO-00-06-000AO
4. PROPERTY AREA
PHASE 1 RIVER ACCESS IMPROVEMENTS PROJECT AREA: 1.6± ACRES
OVERALL TAX PARCEL AREA: 20.4± ACRES
5. ZONING
RA RURAL AREAS
6. STEEP SLOPES
SLOPES GREATER THAN 25% ARE PRESENT ON THE PROPERTY. NO STEEP SLOPES WILL BE DISTURBED.
7. EXISTING USE
PUBLIC PARK & RUSTIC BOAT LAUNCH
8. PROPOSED PHASE 1 USE
PHASE 1 IMPROVEMENTS INCLUDE PARKING AND NEW BOAT LAUNCH SLIDE ACCESS TO THE SOUTH FORK OF THE RIVANNA RIVER.
PHASE 1 IMPROVEMENTS WILL OCCUR WITHIN THE LIMITS OF PROJECT IDENTIFIED IN THIS DOCUMENT.
9. FUTURE USE
FUTURE PHASES OF THE PARK COULD INCLUDE THE DEVELOPMENT OF TRAILS, INTERPRETIVE SIGNAGE AND OTHER RECREATIONAL
RESOURCES SUBJECT TO THE FOLLOWING CONDITIONS:
DURING THE SITE PLAN REVIEW PROCESS, A PROPERTY SURVEY SHALL BE CONDUCTED BY A LICENSED SURVEYOR THAT
IDENTIFIES ALL EXISTING HISTORICAL ARTIFACTS AND ARCHAEOLOGICAL SITES ON THE PROPERTY. NO GRADING ACTIVITIES MAY
OCCUR IN AREAS FEATURING HISTORICAL ARTIFACTS OR ARCHAEOLOGICAL SITES IDENTIFIED ON THE SURVEY. NO HISTORICAL
ARTIFACTS MAY BE REMOVED FROM THE PROPERTY DURING INSTALLATION OF THE PARK IMPROVEMENTS.
EDUCATIONAL SIGNAGE SHALL BE INSTALLED NEAR ALL HISTORICAL ARTIFACTS AND ARCHAEOLOGICAL SITES LOCATED WITHIN
THE PROPERTY IN COMPLIANCE WITH THE ALBEMARLE COUNTY HISTORIC PRESERVATION COMMITTEE REQUIREMENTS. THE
DEVELOPMENT OF TRAILS, INTERPRETIVE SIGNAGE AND OTHER RECREATIONAL RESOURCES.
SOURCE OF BOUNDARY AND TOPOGRAPHY
ROGER W. RAY & ASSOCIATES, INC. DATED: 9/26/2019
2. MAGISTRAL DISTRICT
RIO
3. WATERSHEDS
THIS SITE LIES WITHIN THE SOUTH FORK OF THE RIVANNA RIVER WATERSHED. PROJECT LIES IN FEMA FLOODPLAIN ZONE AE
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A
PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT
ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE
PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN
AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR
BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY
GENERAL CONSTRUCTION NOTES FOR EROSION AND 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. ALL 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. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING
RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF
ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
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 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM 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 75 LBS/ACRE, AND IN THE
MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 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 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE
SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/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 80LBS/100SF. 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.
GENERAL CONSTRUCTION NOTES FOR STORM WATER MANAGEMENT PLANS
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL
MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT
FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE
COUNTY EROSION CONTROL INSPECTOR.
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
ADDRESS
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
REVISION:
NO. DESCRIPTION DATE
LE:
EET NAME:
SHEET NUMBER:
AS INDICATED
COVER SHEET
C-1
DATE: December 20, 2019
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BASE MAP
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0' 100, 200'
GENERAL NOTES
1. DATA SOURCE: TOPOGRAPHY, TAX PARCEL BOUNDARIES, CRITICAL SLOPES,
FEMA FLOODPLAIN, ROADWAY EDGE OF PAVEMENT COUTESY OF ALBEMARLE
COUNTY GIS. THE LINEWORK IS UTILIZED EXCLUSIVELY FOR MAPPING PURPOSES
AND MAY NOT REFLECT PRESENT CONDITIONS.
2. ARCHAEOLOGICAL RESOURCES DATA SOURCE: VIRGINIA DEPARTMENT OF
HISTORIC RESOURCES ARCHAEOLOGICAL SITE RECORD SEARCH DATED 7/20/2018.
A PROCESSING MILL AND CANAL LOCK WERE TWO SITE COMPONENTS ON THE
PROPERTY IDENTIFIED IN THE SITE ARCHAEOLOGICAL RESOURCES MAP. NONE OF
WHICH ARE PRESENT WITHIN THE PHASE 1 LIMITS OF THE PROJECT.
3. WETLAND DATA SOURCE: PHASE 1 ENVIRONMENTAL SITE ASSESSMENT
ALBEMARLE COUNTY TMP 04500-00-00-066130, VIRGINIA.
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
ADDRESS
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
REVISION:
NO. DESCRIPTION DATE
SCALE:
AS INDICATED
SHEET NAME:
SHEET NUMBER:
BASE MAP
C-2
DATE: December 20, 2019
z:\20190923_brook hill river park\01_cad\02_sheets\c-2 base map.dwg
DEMOLITION KEY DEMOLITION NOTES
DEMOLISH EXISTING GRAVEL PAVEMENT AT FULL DEPTH 1. THE ITEMS IDENTIFIED ON THIS SHEET GENERALLY DEPICT
THE ITEMS TO BE DEMOLISHED PRIOR TO CONSTRUCTING
THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS
® DEMOLISH EXISTING ASPHALT PAVEMENT SAW CUT ALL RESPONSIBLE FOR ALL ITEMS THAT MUST BE DEMOLISHED
EDGES FOR THE PROPOSED IMPROVEMENTS
DEMOLISH EXISTING TREE & GRIND STUMPS
+ 12 LIMITS OF PROJECT I
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PAVEMENT 373.3
U.S. ROUTE 29
SOUTH BOUND LANE
SEMINOLE TRAIL
(VARIABLE WIDTH R/W)
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
ADDRESS
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
REVISION:
NO. DESCRIPTION DATE
SCALE:
AS INDICATED
SHEET NAME:
DEMOLITION PLAN
SHEET NUMBER:
C-3
DATE: December 20, 2019
z:\20190923_brook hill river park\01_oad\02_sheets\2 demolition plan.dwg
+ 12 '' I
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343.38 BUSHES EXISTING - - - - - - - - - - - 357.6 / ��°
366.41
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SHALL FLOW INTO TOE OF BANK Q
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SIGN TRAFFI PROPOSED
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APPROXIMATE Quo / (NYE) N U.S. ROUTE 29
LOCATION OF w
GRAVEL / U.S. ROUTE 29
\ OVERHEAD C) SOUTH BOUNO LANE
d BRIDGE N z SEMINOLE TRAIL
�\ BENCHMARK:
(VARIABLE WIDTH REIN)3:
MAG NAIL SET \
\ ELEVATION-371.97
344.0 PROPOSED CURBED ISLAND AN[
it/
ASSOCIATED IMPROVEMENTS
PER ROAD IMPROVEMENT PLAN
FOR STATE ROUTE 643 POLO
GROUNDS ROAD, STELLA LANE
AND ARCHER AVENUE DATED
10/30/2018
0' 20' 40' 80'
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
ADDRESS
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
REVISION:
NO. DESCRIPTION DATE
SCALE:
AS INDICATED
SHEET NAME:
INITIAL SITE PLAN
SHEET NUMBER:
C-4
DATE: December 20, 2019
INSERTION
POINT
DGIF DETACHABLE
PIPE POLLARD —
16"(TYP.)
2"
NOTE: HEIGHT VARIES BASED
ON FIELD CONDITIOINS
a
6 X 8 TIMBER CRIB J — _
II
—_II II II
==11
II
3/4" DIA. GRADE 60 REBAR
V
—III ,IIIIII —
V II
I IIII
MIN. LENGTH = 40" (TYP.)
u II p
u II
6'-D" MIN.
PLOTTING STANDARDS
COLOR ON
LINE WIDTH
PEN NO.
SCREEN
(INCH)
RED
0.010
7
YELLOW
0.012
7
GREEN
0.014
7
CYAN
0.016
7
BLUE
0.010
8
MAGENTA
0.008
8
WHITE
0.010
7
NOTE: THIS DETAIL MUST BE ADAPTED TO FIT ANTICIPATED USE AND
EXISTING SITE CONDITION.
5 X 8 TIMBER RUNNER
1/2" X 12" GALV. LAG BOLT W/ WASHER
AT EACH END OF 6 X 8 STEP. (TWO PER
STEP, COUNTERSINK INTO TOP OF RUNNER.)
1/2" X 2" CALM. LAG BOLT W/ WASHER
COUNTER SINK INTO TOP OF RUNNER
TREAD WIDTH VARIES (SUGGEST 18" MIN.)
DETAIL W/1.25"MIN.
CUT INTO XMEMBER
6 X 8 MUD SILL AT
TOE OF BOAT SLIDE
WATER LINE
PROFILE VIEW OF BOAT SLIDE
SCALE: 1 /2"=1'-O"
6 X 8 TIMBER STEP �12" VDOT #5 STONE
VLAP -JOINTED TO OR
TIMBER STEP
TIMBER CRIB
DETAIL LIBRARY TITLE:SLIDEPR.DWG
,oil VIRCINIA DEPARTMENT OF DIR. PATH: I:\OCP\DL\BOat Slide
GAME & INLAND FISHERIES
OFFICE OF CAPITAL PROGRAMS SCALE: At 2x the drawing scale
u� V1 4010 WEST BROAD STREET DATE:
Department of Game RICHMOND, VA 23230-1104
&Inland Fisheries REVISED: 8/15/01
TELEPHONE: (804) 367-9587
FAX (804)367-2311 SHEET:1 OF 1
BOAT SLIDE PROFILE
1 111 = 11
INSERTION
POINT
0-
NOTES
1.NUMBER OF TIMBER CRIBS
WILL VARY BASED ON
HEIGHT OF BANK.
2. "TREAD" DIMENSION CAN
VARY FROM 18" TO 24."
3, ALL LUMBER SHALL BE
NO, 1 GRADE, SOUTHERN
YELLOW PINE, PRESSURE
TREATED (CCA-TYPE 'B'),
SHALL HAVE A MINIMUM
TREATMENT OF 1.5PCF.
4. TOP OF ALL POSTS SHALL
BE SAW CUT AT AN ANGLE
OF 15'
5. SECURE 2 X 5 HANDRAIL
6X6 POSTS WITH FOUR (4)
16D GALVANIZED NAILS PER
POST.
I. 6'-0"
6 X 8 STEP
6 X 8 CRIBBING
O
O
O
4
a d
4
18" TR
AD
INFIIT WITH 6"d
MIN. OF 30 DO
PSI CONCRETE.
4 BROOM FINISH ALL
d
EXR9SED SURFACES.
d d
a d
Q d
�
a
4
a
ad d
4 d
a 4d
O
O
O
O
O
4
a
4
d d
O
O
O
O
O
a CLEAR
d a
d d
a
O
O
O
O
a
�
a
4 A'
4 d
O dd d d
O
O
O
O
O
d
12"
d
d
a
TYP.
a
a
d
�
4
d
DGIF DETACHABLE
PIPE BOLLARD
d
-
Q d
O
6 X B CRIBBING
O
O
O
PLAN VIEW OF BOAT SLIDE
SCALE:1/2" = 1'-0°
PLOTTING STANDARDS
COLOR ON
LINE WIDTH
PEN NO.
SCREEN
(INCH)
RED
0.010
7
YELLOW
0.012
7
GREEN
0.014
7
CYAN
0.016
7
BLUE
0.010
8
MAGENTA
0.008
8
WHITE
0.010
7
NOTE: THIS DETAIL MUST BE ADAPTED TO FIT ANTICIPATED USE AND
EXISTING SITE CONDITION.
DETAIL LIBRARY
v�RGlly�q VIRGINIA DEPARTMENT OF
GAME & INLAND FISHERIES
OFFICE OF CAPITAL PROGRAMS
4010 WEST BROAD STREET
Department of Game RICHMOND, VA 23230-1104
& Inland Fisheries
TELEPHONE: (804) 367-9587
FAX (804)367-2311
PLAN VIEW OF BOAT SLIDE
2'-D" CONCRETE PLATFORM
SEE PROFILE VIEW
tinIA :1 Lik,I=
4 X 4 RUNNER
x 6 RUNNER
q
2 x 6 RUNNER
4 X 4 RUNNER
t:1:t.j igj,LI N
TITLE: SLIDEPLV.DWG
DIR. PATH: I: \OCP\DL\Boat Slide
SCALE: At 2x the drawing scale
DATE:
REVISED: 08/15/01
SHEET:1 OF 1
INSERTION
POINT
iy
SECOND SIDE VIEW OF BOAT SLIDE
SCALE: 1 /2"-1'
PLOTTING STANDARDS
COLOR ON
LINE WIDTH
PEN NO.
SCREEN
(INCH)
RED
0.010
7
YELLOW
0,012
7
GREEN
0,014
7
CYAN
0,016
7
BLUE
0,010
8
MAGENTA
0,008
8
WHITE
0,010
7
DETAIL LIBRARY TITLE: SLIDEPR2.DWG
`4\RGIN/4 VIRGINIA DEPARTMENT OF
DIR. PATH: I: \OCP\DL\Boat Slide
GAME & INLAND FISHERIES
OFFICE OF CAPITAL PROGRAMS SCALE: AS SHOWN
4010 WEST BROAD STREET DATE:
Department of Game RICHMOND, VA 23230-1104
&Inland Fisheries
TELEPHONE: (804) 367-9587 REVISED:09/28/01
FAX (804)367-2311
SHEET:1 OF 1
BOAT SLIDE SIDE VIEW
1" = 11
NSERTION
POINT
i�
2 X 6 HANDRAIL
2 X 6 RUNNER
4 X 4 RUNNER W/45' BEVEL
X 8 POST SET
_
11 32" 36"
IN CONCRETE O 6' O.C.
ABOVE
T TREAD
23, 6 X 8 RUNNER
95" MORTISE (TYP.) 6 X 8
TIMBER STEPS TO
VDOT CL 1 DRY RIPRAP
1. RECEIVE RUNNERS
MEE
6 X 8 STEP AT TOP OF BANK
18" MIN. (TYP.)
BOAR
2 X 12 SKIRT D
EACH SIDE (CONTINUOUS)
e
a
36" MIN.
FlLTER FABRIC
3000 PSI CONCRETE WITH
4R-8R ENTRAINED AIR
6" MIN. d
12" MIN.
f
SECTION VIEW OF BOAT SLIDE
SCALE 1/2"- 1'-0"
PLOTTING STANDARDS
COLOR ON
LINE WIDTH
PEN NO.
SCREEN
(INCH)
RED
0.010
7
YELLOW
0.012
7
GREEN
0.014
7
CYAN
0.016
7
BLUE
0.010
8
MAGENTA
0.008
8
WHITE
0.010
7
NOTE: THIS DETAIL MUST BE ADAPTED TO FIT ANTICIPATED USE AND
EXISTING SITE CONDITION.
DETAIL LIBRARY SLIDESE.DWG
R
VIRGINIA DEPARTMENT OFDIR. PATH: I: \OCP\DL\Boat Slide
GAME & INLAND FISHERIES
OFFICE OE CAPITAL PROGRAMS SCALE:At 2x the drawing scale
4010 WEST BROAD STREET DATE:
DRICHMOND, VA 23230-1104
REVISED: 8/15/01
TELEPHONE: (804) 367-9587
FAX (804)367-2311 SHEET:1 OF 1
BOAT SLIDE SECTION VIEW
1" = 11
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
ADDRESS
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
REVISION:
NO. DESCRIPTION DATE
SCALE:
AS INDICATED
SHEET NAME:
SHEET NUMBER:
DETAILS
C-5
1" = 11
z:\20190923_brook hill river park\01_cad\02_sheeI details.dwg
DATE: December 20, 2019
LANDSCAPE PLAN KEY
12 '' THREE SISTERS RIVERBANK AREA TO BE LIM
SYC TREE GROUP TYP. REVEGETATED WITH
2-1/2" CALIPER TREES AND SHRUBS
I II I I77--7-
III I I + FENCE LARGE SHADE TREE TYP. + MOWED LAWN AREA F
3-1/2" CALIPER
27"O r
OAK 15 a
SYC o 0 24 " UNDERSTORY TREE TYP.
/
8
X MEADOW AREA
12 SYC 2-1/2" CALIPER ++ + ++ + ++ +
+
o
w TR BEECH1-8I M //2// BEECH BENCHMARK:
° / + _ EVERGREEN SHRUB TYP.rw� MULCHED BED MAG HUB SET
�u III I I I 101121,
I T/11 / + ++++ _ ° I ELEVATION=362.61
I /I I / /�5� /I// // +++ ++- + °12 g 8
Lij++ -+ YC� SYC POP EARTHEN MOUNDS
++++++ + ° YC \ WITH MEADOW SMALL SHRUB TYP.
- - VEGETATION
IIII I ++++++ /'°OAK
+ + + +
BLXX I II + + / / II I C / ++++++++++ +++ 1 \ ° 15 \
I I ++++ YC \
cc
o
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+ � + + 0 OAK / PAR / 12'' 8 TR U
\
III +++€+++ + + +�.Y _ / I � "BROOK HILL RIVER PARK"
IIII I I Q
COUNTY OF ALBEMARLE, VIRGINIA
+ +++++WAL
gj LI o�L
5 ++++ D.B. 5096-538
+++++++ D.B. 624-193 DESC.
Y�o IIr24 D.B. 411-523 PLAT SC OAK/ D.B. 56-339 PLAT /VViA + �
' I
/ I /
DBL
+++++++++ l +++ ++ +++ 8 SYC
II + +++++\ / +++ + + ++ 1- - -PAR / o TR / I SYC
IIII I +++++++++++� / + + +++++++++ I R - - - ' / / J " o I 0 0 ° I _ / ' , _ i _ - TRH / / / SYC/ I I
I I� +++++++++++++ �/ + +++ g TRH / TR / I EXISTING _ _
+ ++ + oTR �� \ �\ FOREST TO ,��_��R / z /
+ + + + + + + + + + - I - /_� E3 _ /
+ + + + + + + + + + + + I 8
+ + + + + + J I THREE SISTERS" TREE / REMAIN-_/� / +
GROUP TYP. PLANTED + +
III ++ t_ + + + ++ +++++++ ++ \ \ O \ I 1 8 / / / / i /i / / — — i + ++++ + + + + ++ +++++ + ++ + +
w +++++++++ +�+ 2
+ + +%15 " ) / AT 2-1/2" CALIPER SYC / / / / / 1� "� _ + + + + + w
H + ++ ++'++ +++++I \+ +++++++ S ° SYC ° WALE 1� 9" / / / / + ++ / i / W 7
+ \ o / / /POP/� + + + y
+ + + + + + + \ 15" / \ TREES 6 / / / /
+ + + + + + + + + + ' TR / / / / + + + S N / Q
\ 12" POP BUSHES J a
+�+ + + + \ — — / + + + + + / S / W / W
Q I + + + + + SYCi - - - - � 5 � 30 " / / / ✓ / + + + wit
Y
ww z I I I 1 g 9 �� \ C 18 / / 1 / + ++ + / / lul / o -- \
Q Q IIII / I++++++++++++++++ + TR sYc \ — g 8 TR o / / 2 + ++!+ + / I / I /
m�� > _
+ + + + + �� Uzi--- 18' TR / +
u � o H I \ +'\� ++++++++ ++++ + / 15 " 8 _ _SYC O 8 - - - - TR 12 o TR 12 TR / / / / Ti
o + + g - , ° o M A P TR �/ + +++++++++ I + + +
w+++\+ +'� + + �+ + + \+++++ ++++++++++++++++++++ + 12 " 1 - - - , + + + + + + u I / T E ONE E /
a + + +�+ + + + + + + + + + +\+ + + + + + + + + + + + + + + + + + + + + /+ + + + BOX / + + + + + + +
o I + + + + + + + + + + + + + + + + + + +
z I + + + + + + o � + + + + + + + + + +RU } E+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� / I I + + + /+ + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +ter + + + + + + + + + + -+ + +-_+- :,
+ + + + + + + DENG + ++ ++ ++++++++++ o _+ _+ +++++ ++++ +++ ++ ++++++++++++++++++++++++++ + ++++ ++ + + / SMALL I + + + + + +++++ +++ ++++++++++++ -
I + + \ IRON+ \
o I \ I ++�+++++++ ELEVATI z +3+ ++++++ / SHRUB' \ ++++�'4L+++ +++ EA OW
+ + + + + + + + + + + + + + + + I \ - -+- -+- -+- -: +- _+
\ I +++++ +++ ± ++±++ / p ++++ ++I+GtY+4UY+ A EA
RIVERBANK AREA TO III I \ I \ ++++ + + + + \ + +++++++++++++++++ I ( \ I
BE REVEGETATED WITH I ) g \ + + + \ o +, � + +, + %
I I I I TR + ++ ++++++++ \ / \ ++++++P%� . +++++ +
TREES AND SHRUBS III I I I I \ + + + // I \ \ + +++++++++++++++++++++++++ + + %+++++++ +b�JY'+++
+ + + + + + + + + + + + + + +
THE S + + + + + + --_
III I 9"G15"/ BU E + ++++++ E +++++++++ ++++++
+ + + + + + + + + + + + \ I �U K + + ++++'F++++++++++++++++++++ Ff++++++++ + + ++++*+++*+�++++ ++
+ + \ + +++++++ +++++++ + +\ R VA /
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o RI LARGE SHADE TREE TYP. TR�\EEIC
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LIJ 360.54 ONE / POLE
DESIGN GUIDELINES WAY Q-
I I SIGN
i
Y Y Y Y Y
cc \ W SIGNAL
PI R
POLE
(NOT IN
I USE)
)TE 29 CO .� � APPROXIMATE
PI RI GRAVEL LOCATION OF
�D LANE RA \ OVERHEAD
TRAIL \ BRIDGE
IDTH R/W) \ BENCHMARK:
CO \ MAG NAIL SET
PI I I \\ ELEVATION=371 . J7
LANDSCAPE PLAN
1 WHITE �RIR
R
PAVEMENT
_ of
—Y-
I
U.S. ROUTE 29
SOUTH BOUND LANE
SEMINOLE TRAIL
(VARIABLE WIDTH REV
BROOK HILL
RIVER PARK
PHASE 1 RIVER ACCESS
IMPROVEMENTS
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
ADDRESS
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
REVISION:
NO. DESCRIPTION DATE
SCALE:
AS INDICATED
SHEET NAME:
LANDSCAPE PLAN
SHEET NUMBER:
L-1
DATE: December 20, 2019
z:\20190923_brook hill river park\01_cad\02_sheets\4 landscape plan.dwg