HomeMy WebLinkAboutSDP201900080 Plan - Submittal (First) 2019-12-20ALBEMARLE
COUNTY VIRGI
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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-OOOAO
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 D,.UNCH 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 C04ROL 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 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND
APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED
AT 80LBS/I OOSF. 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/1 OOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
1 OOOLBSIACRE 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.
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 M CI NTI RE ROAD
CHARLOTTESVILLE, VA 22902
ADDRESS
ANHOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PL.ANNING
8311 Rockfish Cap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
REVISION
NO. DESCRIPTION DATE
SCALE
AS INDICATED
SKEET NAME:
SHEET NUMBER:
DATE: December 20, 2019
r\20190923_brook hill river parkT1_cad102_sheetsl1 cover sheet.dwg
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400 ' N
DEPARTMENT OF PARKS AND RECREATIOr,
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
1_1 01 rTT -k
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:
BASE MAP
SHEET NUMBER:
C-Z
DATE: December 20, 2019
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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
1
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PAVEMENT
U.S. ROUTE 29
SOUTH BOUND LANE
SEMINOLE TRAIL
(VARIABLE WIDTH R/4'd)
O' 2 O' O' 80'
0
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
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
DEPARTMENT OF PARKS AND RECREATION
CLIENT -
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
ADDRESS -
AN HOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANNING
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
O: DESCRIPTION DATE
SCALE
AS INDICATED
SHEET NAME:
INITIAL SITE PLAN
SHEET NUMBER:
W
DATE: December 20, 2019
r �.
INSERTION
POINT
DGIF DETACHABLE
PIPE BOtLAFD
r 6 X
/
8 TIMBER RUNNER
1/2'" X 12' GAILY. LAC BOLT W/ WASHER
1 5'(TYP.)
AT EACH END OF 5 X 8 STEP- (TOVD PER
STEP, COUNTERSINK INTO TOP OF RUNNER.)
72'
NOTE!
HEIGHT VARIES BATED _
ON FIELD CUNURIONS
1/2' X 2" GALV, LAC; DOLT v✓/ WASHER
OOUNTER SINK INTO TEP Or RUNNER
c�I II r
C`
TREAD WIDTH VARIES (SUGGEST 18' HINT
-Ili-III
OETAII W/125'MIN.
CUT INTO XIAE61BER
fi X 8 TIMBER
CRIB
5 X B MUD SILL AT
_
\_ TOE OF BOAT SLIDE
_
=T
VIATER LINE
3 4" DIA. r.RADE
CO REDAR..-..—
II
I
MIN. LENGTH =
40' (TYP-) II Il
y� 36 r4
V II
6 X 8 TIMEER STEP `11"
LAP -JOINTED 7D CRIB VDOT ,$5 STONE
TIMBER STEP
PROFILE VIEW OF BOAT SLIDE
_
-TIMBER CRIB
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.D08
8
WHITE
0.010
7
NOTE: THIS DETAIL MUST
BE ADAPTED
TO FIT ANTICIPATED USE AND
EXISTING SITE CONDITION.
DE TAII LIBRARY
TITLE: SLIDEPR.DGVG
VIRGINIA DEPARTMENT OF
DIR. PATH: I:\ocP\DL\I QCat Slide
GAME & INLAND FISHERIES
-
r
OFFICE Or CAPITAL PROGRAMS
2
SCALE: _r
At _,� the dravrin scale
9
. - ..
-
4010 WEST BROAD STREET
DATE:
Deparlmentof Game
RICHMOND, VA 23_230-110-1
,Scigiond Fisheries
TELEPHONE: (80'I) 367-9507
REVI SED: 8/15/01
FAX (804)367-2311
SHEET:1 OF 1
INSERTION
POINT
NOTES
1 NUMBER OF TIMBER CRIBS
will VARY BASED ON
HEIGHT OF BANK.
2. TREAD' DIMEP.ISION CAN
VARY FROM 18' TO P4.`
3. AD LUTABER SHALL BE
NO. 1 GRA.DE, 50UTHERH
YELLOW PINE, PRESSURE.
TREATED (CCA-TYPE 'B'),
SHALL HAVE A MINIMUM
TREATMENT M 1.5PCF_
4. TOP OF ALL POSTS SHALL
BE SAW rUT AT AFI ANGLE
OF 15,
5. SECURE 2 X 5 HANDRAIL
6XG FOSTS WITH FOUR (4)
16D UALVANLFp NAIL5 PER
POST.
I� 6'-D 6 A 8 STEP
6 X 3 CRIBBING
1a' IRE
AO
IFI IRL. SMITH S',.D -
{7*�
MIN OF 30D0 -
PSI CONCRETE.
6 1 d BROOM FINISH ALL
q
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-
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.y
-
- aB0 BOLLARD
W
-
e' [1°
d
6 x B CRIBBING
O
O
0
PLAN VIEW OF BOAT SLIDE
SCALE 1/2" = T-O'
PLOTTING STANDARDS
COLOR ON LINE WIDTH
PEN NO.
SCREEN (INCH)
RED 0.010
7
YELLOW 0.012
7
GREEN 0,014
7
CYAN 0,015
7
BLUE 0.010
8
MAGENTA 0,006
8
WHITE 0.010
7
NOTE: THIS DETAIL MUST HE ADAPTED TO FIT
ANTICIPATED USE AND
EXISTING SITE CONDITION.
-0" CONCRETE PLATFORM
SEE PROFILE MIEN
5 X -3 RUNNER
4 X 4 RUNNER
RUNNER
k
6 RUNNER
4 X 4 RUNNER
6 X 8 RUUNNER
DETAIL I IBRARY TITLE:SLIDEPI V.DWG
jIgGIN'4 VIRGINIA DEPARTMENT OF DIR. PATH: IAOCP\DL \Boat Slide
GAME & INLAND FISHERIES
SCAT E: At 2x the drawing scale
_ l
OFFICE OF CAPITAL PROGRAMS
4010 WEST BROAD STREET DATE:
Department of Game RICHMO ID, VA 23230-1104
&Inland Fisheries REVISED: 08/15/01
TELEPHONE: (804) 367-9587
FAX (804)367-2311 SHEET: 'I OF 1
PLAN VIEW OF BOAT j
INSERTION
POINT
Q
SECOND SIDE VIEW OF BOAT SLIDE
SCALE: 1/2"=1
PLOTTING STANDARDS
COLOR ON
LINE WIDTH
PEN HID.
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
w%V'G N/4 VIRGINIA DEPARTMENT OF
GAME & INLAND FISHERIES DIR. PATH: I:\ocP\DL\Boat side
SCALE: AS E' SHOWN
-
- OFFICE JrI-
CAPITAL PROGRAMS
Y.. -.:='. - ---
4010 WEST BROAD STREET DATE:
Dep,ZrIentof Game RICHMOND, VA 23230-1104
&nland Fisheries
TELEPHONE: (B04) 367-9587 REVISED:09/28/01
FAX (804)367-2311 SHEET:1 OF 1
1" = 1'
INSERTION
POINT
1I
T
2 X BNDRAL
T
2 X 8 RUNNERHA
— 4 X 4 RUNNER W140 BEVEL
e X 6 Pow SET
11 32' d8"
�
IN CONCRETE a 8' O.C.
TREADi
F B X 8 RENTER
23'
fdORn�-E (iv?.) 6 x 3
VODT Of DRY PoPRAP
-5' TIh!BER STEPS TO
1, l RECEIVE RUNNERS
_
1
8 X 8 STEP AT TOP OF BANK
113' MIN. (TYP.)
2 X 12 SKIRT BOARD
EACH SIDE (CONTINUOUS)
A
$
35' MIN.
FL
FILTER FABRIC
3DOO Fill CONCRETE NTH
k'
4}i-O% ENTRAINED AIR
16
�.
6'_FAN. •�
12, TIN.
SECTION VIEW OF BOAT SLIDE
SAME 1/27= V-D"
PLOTTING STANDARDS
COLOR ON
LINE WIDTH
PEN NO.
SCREEN
(INCH)
RED
ari-i0
7
YELLOW
0.012
7
GREEN
0.0111
7
CYAN
0.016
7
BLUE
0.010
8
MAGENTA
0.008
8
WHITE
0,010
7
NOTE: THIS DETAIL MUST BE ADAPTED TD FIT ANTICIPATED USE AND
EXISTING SITE CONDITION.
DETAIL LIBRARY SLIDESE.DWG
VIRGINIA DEPARTMENT OF DIR. PATH:IA0CP\DL\Boat Slide
GAME & INLAND FISHERIES
SCALE: At 2x the drawing scale
Aia
PROGR Al OFFICE OF CAPITAL
- 4010 WEST BROAD STREET DATE:
Departrnentof Game RICHMOND, VA 2.3230-1104
8e1r11and Fisheries REVISED:8/15/01
TELEPHONE: (804) 367-9587
FAX (804)367-2311 SHEET:1 OF 1
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902
AN HOLD ASSOCIATES
LANDSCAPE ARCHITECTURE + PLANN�N
8311 Rockfish Gap Turnpike
Greenwood, VA 22943
434.8$2,3420
anheldla,com
INITIAL SITE PLAN SUBMITTAL
REVISION: _
NO. DESCRIPTION
SCALE:
AS INDICATED
SHEET NAME:
SVEET NUMBER:
MR
\ �' 1 1 " = 1 '
z:120190923_brook hill river park101_cad102_sheetsl5 details.dwg
I
DATE" December 20, 2019
...........
LANDSCAPE PLAN KEY
12" THREE SISTERS RIVERBANK AREA TO BE
_ SYC TREE GROUP TYP. REVEGETATED WITH
0 2-1/2" CALIPER TREES AND SHRUBS
(f
I (f 1 1 (Tr l i MOWED LAWN AREA
LARGE SHADE TREE TYP. +
I �) 1 .. . ..I
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01
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U.S. (ROUTE 29
SOUTH BOUND LANE
SEMINOLE TRAIL
(VARIABLE WIDTH R/ir
0' 2 0' 4 a' 80'
DEPARTMENT OF PARKS AND RECREATION
CLIENT
COUNTY OF ALBEMARLE
401 M CI NTI RE ROAD
CHARLOTTESVILLE, VA 22902
LANDSCAPE ARCHITECTURE + PLANNING
8311 Rockfish Cap Turnpike
Greenwood, VA 22943
434.882.3420
anholdla.com
INITIAL SITE PLAN SUBMITTAL
REVISIOA:
NO. DESCRIPTION D`A_-
SCALE
AS INDICATED
SHEET NAME:
SHEET NUMBER:
II river park�01_cad102_sheets14landscape plan.dwg
DATE: December 20, 2019