HomeMy WebLinkAboutSDP202300010 Plan - Submittal (First) 2023-02-07CLAUDIUS CROZET PARK RECREATION CENTER
GENERAL NOTES
OWNER/DEVELOPER:
CLAUDIUS CROZET PARK, INC.
BOX 171
CROZET VA 22932
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESWLLE, VA 22902
(434)293-3719
TAX MAP NO.:
56A2-01-72 (RA), 56A2-01-72A (RA), & 56A2-04-OA4(R-6)
ZONING:
RURAL AREA WITH SPECIAL USE PERMITS (SP-95-43 & SP202000016) & R-6 ZONING.
NOTE, THE PROPERTY SUBJECT TO TWO SPECIAL EXCEPTIONS APPROVED BY THE BOS IN
ASSOCIATION WITH SDP2018-00077 AND THESE SPECIAL EXCEPTIONS ARE NOT BEING
MODIFIED WITH THIS APPLICATION.
THE PROPERTY TMP56A2-04--A4 IS LOCATED WITHIN THE ENTRANCE CORRIDOR OVERLAY
DISTRICT AND SHALL COMPLY WITH THE REQUIREMENTS EC OVERLAY REQUIREMENTS.
PROPERTY 56A2-01-72 & 56A2-01-72A IS LOCATED WITHIN THE MANAGED AND
PRESERVED SLOPES OVERLAY DISTRICT AND SHALL WITH THE DISTRICT REQUIREMENTS.
PROFFERS:
SEE ALBEMARLE COUNTY PLANNING DEPARTMENT LETTERS FOR APPROVED SPECIAL
USE PERMIT SP-95-43 & SP202000016.
PROJECT AREA:
0.41 AC 56A2-04-OA4
10.73 AC. 56A2-01-72
11.67 AC. 65A2-01-72A
22.81 AC.
PROPERTY SURVEY-
SURVEY AND TOPOGRAPHY PROVIDED BY KIRK HUGHES & ASSOCIATES, LAND SURVEYORS
AND PLANNERS. SURVEY WAS UPDATED IN JANUARY 2019, AND FIELD CONDITIONS HAVE
HAVE BEEN VERIFIED BY COLLINS ENGINEERING IN JANUARY 2023.
VERTICAL DATUM.
THE TEMPORARY BENCHMARK IS A NAIL SET IN A UTILITY POLE AS SHOWN ON THE
DRAWINGS. ASSUMED ELEVATI0N=500.00'.
HORIZONTAL DATUM.
MAGNETIC NORTH AS SHOW ON A PLAT OF JOHN MCNAIR AND ASSOCIATES, DATED
AUGUST 24, 1958, AND RECORDED BY D.B. 343, PG. 382A.
WATERSHED:
PROJECT SITE IS LOCATED WITHIN THE SOUTH RIVANNA WATER RIVERSHED.
EXISTING USE:
URBAN COMMUNITY PARK WITH A POOL, GRASS RECREATIONAL FIELDS, COMMUNITY CENTEF
BASKETBALL COURTS, TENNIS COURTS, SOCCER FIELD, AND BASEBALL/SOFTBALL FIELDS.
PROPOSED USE.-
URBAN COMMUNITY PARK. THIS APPLICATION IS FOR THE CONSTRUCTION OF A
COMMUNITY RECREATION FACILITY, INCLUDING EXERCISE AREA & COMMUNITY MEETING
ROOM.
34,200 +/- GSF (INC. 20,250 EXERCISE AREA & 1,620 MEETING ROOM) & 8 LANE
INDOOR POOL (12,600 SF)
SITE ACCESS:
ACCESS TO THE PROPERTY AND RECREATION CENTER IS FROM PARK ROAD, WITH A
SECOND ACCESS POINT ON PARK ROAD AND THIRD ACCESS FROM INDIGO ROAD.
STEEP SLOPES:
THERE ARE EXISTING PRESERVED AND MANAGED STEEP SLOPES ON THE PROJECT SITE,
SEE SHEET 2. THESE SLOPES WILL NOT BE IMPACTED WITH THE PROPOSED DEVELOPMENT
OFFSITE DISTURBANCE.-
NONE
PHASING
THE PROJECT WILL BE CONSTRUCTED IN 1 PHASE.
FLOODPLAIN/WPO BUFFERS: THERE IS NO 100-YEAR FLOODPLAIN LOCATED ON THIS SITE PER FEMA MAP
PANEL #51003CO229D DATED FEBRUARY 4, 2005. THERE IS A WPO BUFFER ON THE
SITE, AS SHOWN ON SHEET 2 AND SHEET 3 OF THE INITIAL SITE, PER ALBEMARLE
COUNTY GIS MAPPING. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE
FEDERAL & STATE DAM BREAK INUNDATION ZONES PER COUNTY GIS DATA.
SETBACKS.
75' MINIMUM FRONT SETBACK FROM EXISTING PUBLIC STREETS
25' MINIMUM SIDE YARD SETBACK
35' MINIMUM REAR YARD SETBACK
BUILDING HEIGHT:
35' MAXIMUM BUILDING HEIGHT PROPOSED BUILDING HEIGHT = 32' (2 STORY BLDG)
LIGHTING PLAN:
A LIGHTING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN FOR THE BUILDING
AND PARKING LOT LIGHTING. THE EXISTING PARKING LOT LIGHTING WILL BE MODIFIED WITh
THE FINAL SITE PLAN. LIGHTING SHALL COMPLY WITH THE ALBEMARLE COUNTY ZONING
ORDINANCE.
ESTIMATED EMPLOYEES:
IT IS ANTICIPATED THAT APPROXIMATELY 15 EMPLOYEES WILL BE NEEDED AT THE LARGEST
SHIFT FOR THE PROPOSED RECREATION CENTER.
BUILDING SEPARATION:
BUILDING SEPARATION SHALL BE IN ACCORDANCE WITH CURRENT BUILDING CODES AND FIRE
SAFETY REQUIREMENTS.
PARKING REQUIRED:
FACILITY BASIS FOR CALCULA77ON REQUIRED PARKING SPACES
FITNESS FACILITY
1 125 SF x 18,623 SF
149 SPACES
SWIMMING POOL IN
1 s. f. w. s. x 6228 SF
50 SPACES
SWIMMING POOL (OUT)
1 / S.F.W.S. X 6414 SF
51 SPACES
BASEBALL FIELDS
20 / FIELD x 3 FIELDS
60 SPACES
BASKETBALL COURTS
2 / BASKET x 16 BASKETS
32 SPACES
SOCCER FIELD
24 / FIELD x 1 FIELD
24 SPACES
TENNIS COURTS
2 COURT X 3 COURTS
6 SPACES
TOTAL PARKING REQUIRED = 372 SPACES
109 REDUCTION FOR URBAN PARK = 380 SPACES - 38 SPACES
PARKING PROVIDED: 220 SPACES
PARKING PROVIDED IS BASED ON THE PARKING STUDY APPROVED
ZONING DEPARTMENT
= 338 SPACES
BY ALBEMARLE COUNTY
NOTE•
ADDITIONAL AREA IS AVAILABLE FOR THE EXPANSION OF THE PARKING AND OVERFLOW
PARKING FOR SPECIAL EVENTS.
TRASH COLLECTION A DUMPSTER IS PROPOSED ONSITE, THE DUMPSTER SHALL HAVE A WOODEN ENCLOSURE.
RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED
WITH THIS PLAN. AREA CALCULATIONS
BURIAL SITES: NO CEMETERIES WERE FOUND DURING LAND USE AREA ACREAGE
PAVEMENT &SIDEWALKS 5.54 AC (24.7%)
FIELD INVESTIGATION OF THE SITE. BUILDINGS 0.93 AC (4.2%)
POOL AND BASKETBALL 0.53 AC (2.4%)
IMPERVIOUS AREAS: 304,920 SF (7.0 AC) TOTAL OPEN SPACES 15.81 AC (68.7%)
TOTAL: 22.81 AC
PAVED PARKING AND CIRCULATION AREA: 205,125 SF
INITIAL SITE PLAN
SDP2023=00
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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GRAPHIC SCALE
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( IN FEET )
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STONYPOLNT
DESIGN/BUILD
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200
NOTES:
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING
WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR
TO ANY WORK ONSITE.
ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO
PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE
REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK
THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE
WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS
WELL IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE
SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED.
ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD.
PARK ROAD
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TMP5600-00-00-057B3
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VICINITY MAP
SCALE: 1" = 2000'
PREVIOUS SITE PLANS:
1. SDP 2002-00051 MAJOR SITE PLAN AMENDMENT FOR BALLFIELDS,
CONCESSIONS STANDS AND SECOND EXIT ON PARK STREET.
2. LOR FOR DUGOUT ROOFS AND SCORER PLATFORM @ MAJOR FIELD
3. LOR FOR SPEED HUMPS IN FRONT OF POOL HOUSE
4. LOR TO ADD SHED AT POOL
5. SDP 2011-00015 MINOR SITE PLAN AMENDMENT OF SDP2002-00051
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FOR THE POOL DOME
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6. LOR FOR QUICKSTART TENNIS COURTS
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7. SDP 2015-00056 MINOR SITE PLAN AMENDMENT FOR PARKING LOT
RENOVATION
8. SDP 2018-00077 MINOR SITE PLAN AMENDMENT FOR ATHLETIC
FIELD LIGHTING
SCALE: 1" = 100'
BUILDING CODE NOTES:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4
FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN
THE USBC.
2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH
ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF
THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER
VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING
SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER
OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER
SIDEWALKS.
5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN
ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH
FROM ALBEMARLE COUNTY AND VDOLL CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR
DEMOLITION PROJECTS AT 540-562-3850 x131.
6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS
ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING
INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING
DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION.
7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED
ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL
UTILITIES NOT COVERED BY THE ACSA OR ACED. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE
BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S).
8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY
ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
SITE PLAN
4
SITE PLAN
5
GRADING & UTILITY PLAN
6
NOTES AND DETAILS
0
TOTAL NUMBER OF SHEETS
STORMWATER MANAGEMENT:
STORMWATER MANAGEMENT FOR THE PROPOSE IMPROVEMENTS ON THE
SITE SHALL BE ACCOMMODATED WITH THE PROPOSED WATER QUALITY
SWALE AND DRY RETENTION AREA. NUTRIENT CREDITS WILL BE
PURCHASED FOR ANY ADDITIONAL WATER QUALITY REQUIREMENTS ON
THE SITE. THE PROPOSED WATER QUALITY SWALE AND DRY RETENTION
AREA WILL PROVIDE SWM FOR THE INCREASE IN IMPERVIOUS AREA.
LEGEND
EDGE OF PAVEMENT
CURB
PROPOSED BUILDING
PROPOSED ASPHALT PAVEMENT
DITCH CENTERLINE
PROPOSED EASEMENT, OWNERSHIP
VARIOUS WITH EACH SHEET
DRAINAGE PIPE
BENCH MARK
SIGN
(!71- PROPOSED HANDICAP PARKING SPACE STRIPING
zoo EXISTING CONTOUR
zoo PROPOSED CONTOUR
506.71 TIC PROPOSED SPOT ELEVATI0N
506.2I EP TBC DENOTES TOP/BACK OF CURB
TAB DENOTES TOP OF BOX
COUNTY DEFINED MANAGED STEEP SLOPES
PRESERVED STEEP SLOPES TO BE IMPACTED
PROPOSED CONCRETE
PROPOSED & EXISTING GUARDRAIL
PROPOSED FENCE
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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2. 2. All materials and construction methods shall conform to current specifications and standards of 0 - \ TO REMAIN U ic. No. 035791
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VDOT unless otherwise noted. - - ---- L
3. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion -'.r '358.46' - 50 02 23
control plan and shall be installed prior to any clearing, grading or other construction. / --- - - _ _ ��0� /06/
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4. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. �-� �` _ _ S66°2737"E62 - _ HILL TO .=486.\(C NTEROF T J \ �`�SIONAL EGOS
5. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes I ❑ -' X )( 4 _ " \ \
of 3:1 or better are to be achieved. GOALPOST _ on.
ALPOST 40 PUB / 6. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County � � I BaAeo c R W Found ---- - \
Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. I X I t 7 1 1 WATEREASEM T
7. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. WATER
QU/ REAR YAR° - HEA.C.SA.
8. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. ❑ I MENT 35'92- TEN /S serencRue /"Z \ \
9. 9. All excavation for underground pipe installation must comply with OSHA Standards for the � 0 .B.3440, G.1 I CO � 490
Construction Industry (29 CFR Part 1926). a 1 y:, .B. 3084P .146 ASPHALT X
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MANAGEMENT
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75'FRONTYAR9 SE784CHC/NE
EXISTING 6' ASPHALT
/ PERIMETER TRAIL
PROPOSED
POOL
EXPANSION
PROPOSED
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CENTER
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PROPERTY
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MATCHLINE- SEE SHEET 4
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SCOTT
IR.
C-DLLINS
U Lic.
No.
035791
'°.no
02/06/23
��SSIONAL
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192164
SCALE
1 "=30'
SHEET NO.
3
28o' SIGHT DISTANCE
(STATE 4J
0' PUBLIC RZ-
1:1
11
Iron
EXISTING & ASPHALT
PERIMETER TRAIL
O
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ENTRANCE TO
H A MEDI
NOTE:
NOTES:
1.
CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED
AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY
1.
ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION
ENGINEER OF ANY DISCREPANCIES.
OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER
2.
CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL
THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA
NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES.
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE
3.
1Q REPRESENTS ONE PROPOSED PARKING SPACE.
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD
4.
OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6".
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
5.
ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS.
6.
CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING
2.
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES
MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND
THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE
EXTENT POSSIBLE.
PLANT.
7.
CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB.
B.
ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING
PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR
THE WALLS SYSTEM.
ALBEMARLE
COUNTY FINAL PLAN GENERAL NOTES
9.
BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS
SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL
General
Construction Notes
PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS.
1.
Prior to any construction within any existing public right-of-way, including connection to
10.
ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE CROZET PARK. NO
any existing road, a permit shall be obtained from the Virginia Department of
PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY.
the permit. Where any discrepancies occur the requirements of the permit shall govern.
11.
ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE
2.
2. All materials and construction methods shall conform to current specifications and
AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE
standards of VDOT unless otherwise noted.
DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
3.
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.
SITE PLAN NOTES:
4.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
1.
SEE SHEET 1 AND 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION.
5.
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,
2.
TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON SHEET 3.
lesser slopes of 3: 1 or better are to be achieved.
3.
ALL BUILDINGS (EXISTING AND PROPOSED STRUCTURES) WILL HAVE A SLAB ON GRADE FOUNDATION.
6.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of
4.
CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AND/OR LIGHT POLES AS
the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS.
channel.
5.
CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM THE
7.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
PROPOSED CONSTRUCTION.
Control Devices.
6.
INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET
8.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III.
STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND
9.
9. All excavation for underground pipe installation must comply with OSHA Standards for
THE OVERALL BUILDING.
the Construction Industry (29 CFR Part 1926).
UTILITY
NOTES:
s.
A MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE
PROVIDED.
2.
A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L.
3.
A MINIMUM OF i.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED.
4.
ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE
DEDICATED FOR PUBLIC USE.
5.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER
PRIOR TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED
ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THATTHE ELEVATIONS OF
THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY.
6.
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES
TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE
ACHIEVED.
7.
A KEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT
THE FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION.
\ EXISTIN
\ SECONDAR \
ENTRANCETO \
CROZETPARK
/ND/GO ROAD
(STATEROUTE1233)
40'PUBL/CR/W
-- -
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GOALPOST
AL POST ��--- I ------ 1
ASPHALT
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SCOTT /R. C'DLLINS'�
Lic. No. 035791
p 02/06/23 4j
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STEEL BOLLARD (EXTERIOR)
° °
(TYP.) (SEE DETAIL THIS SHEET)
0
2,° 0'
DUMPSTER GATE (SEE
n° °
i
DETAIL THIS SHEET)
45' CHAMFER
��7 DENOTES 8 C.Y. DUMPSTER
11 -4"
6'-0"(L) X 5'-6"(W) X 6'-8"(H)
LAYOUT
IL A (2 PER DUMPSTER PAD)
NOTE: BROOM FINISH fi x6" W2.1xW2.1 WELDED
WIRE REINFORCEMENT
L2"
7" CLASS A3 CONC.
7" 21A STONE
.
COMPACTED SUBBASE
DETAIL
CONCRETE DUMPSTER PAD
NOTE : CONTRACTOR
TO VERIFY WITH ON -SITE
GE07ECHNICAL ENGINEER FOR FINAL CONCRETE
DETAILS.
2
a
2 10' - 6�
a "
1x6x6 7REA726 BOARDS
I -BOLTED TO IRON FRAME
STEEL BOLLARD a
)l(SE (T
(EXTER
DETAIL THIS o
SHEET)
J2x2x3/16 Y '� � � � CANE BOOT
ANGLE IRON) F LJ
FRAME
DETAIL - DUMPSTER GATE
DETAIL — DUMPSTER AREA
NOT TO SCALE
Ifft
OF F4t6-
" R
CURB
an °13" °n a
1' - 1 6" ' 2'
STANDARD CG-6
CURB & GUTTER
NO SCALE
7"
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
—12"
REFLECTIVE ALUMINUM
RESERVED LEGEND AND BORDER - GREEN
PARKING WHITE SYMBOL ON BLUE
BACKGROUND BACKGROUND -
` WHITE
TYPICAL AT ALL HANDICAP SPACES
THIS SIGN TYPICAL AT ALL "VAN
VAN ACCESSIBLE" PARKING SPACES
ACCESSIBLE
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
L z � GALVANIZED "U" CHANNEL POST
O N
710
0 w
O D
O
o VDOT A3 GENERAL C/L POINT OF
~N CONCRETE FINISHED GRADE
ow
� TOPSOIL AND SEED 3r1 3t1
n EXIST. GROUND 114":1' 1/4 EXIST. GROUND
0 00� moo
\\YIN \ ��\\��\\ ,\� v/\\/�\//\\//�/// N EXIST. GROUND TRAVEL LANE TRAVEL LANE EXIST. GROUND
✓\, �\\\\\ �\ \may\\ \,\\,\\ \\ ( ) ( )
4„ MIN. ACCESS ROAD TO HILL TOP STREET
11w771w1,NZ1 T NO SCALE
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE
EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH
SIGNS MOUNTED BOTH SIDES
(VARIABLE WIDTH)
(5' MIN.)
n" CAA n G Ann"AI T
8" 21—A STONE BASE
ASPHALT PEDESTRIAN TRAIL
NO SCALE
NOTE: CONCRETE (VARIABLE WIDTH)
SHALL BE 3000 Psi (5' MIN.)
AT 28 DAYS OR
STRONGER. 4" CONC.�
�— 4" 21—A STONE BASE
CONCRETE SIDEWALK
NO SCALE
MIN. 22'X20' CONCRETE DUMPSTER PAD
7" THICK - 3000 PSI CONCRETE
" COMPACTED 21B STONE BASE
CONCRETE DUMPSTER PAD DETAIL
NO SCALE
STD. CG-12
HANDICAP SIGN RAMP HANDICAP SIGN
LOCA77ON (VAN) LOCA77ON
FACE
OF CURB
BUMPER
BLOCK
PAIN
PAINTED
PER VDOT
SPEC.
TRIPE
ACCESSIBLE SPACES
HANDICAP SPACE DETAIL
NO SCALE
N07E
HC PARKING
SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT
w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS
\—
PAVEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE 1, II, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP
WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED ADO PIPE MATERIAL.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED
ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN
LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF
THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL
WATER COURSE.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. 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. THE MAXIMUM
ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
J. 1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR S TABILIZA T70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill.
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTI0N INDUSTRY (29 CFR PART 1926)
Lic. No. 035791,a
02/06/23 44
NJ
M
M
m
N
4
M
i
N
O
N
N
Q
Lu
J
J
Lu
O
J
U
i
Y
H
Lu
Lu
U)
Lu
0
O
O
N
L_J
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J
F
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w
d Ln
JOB NO.
192164
SCALE
AS SHOWN
SHEET NO.
6
PAVEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE 1, II, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP
WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED ADO PIPE MATERIAL.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED
ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN
LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF
THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL
WATER COURSE.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. 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. THE MAXIMUM
ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
J. 1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR S TABILIZA T70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill.
B. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTI0N INDUSTRY (29 CFR PART 1926)
Lic. No. 035791,a
02/06/23 44
NJ
M
M
m
N
4
M
i
N
O
N
N
Q
Lu
J
J
Lu
O
J
U
i
Y
H
Lu
Lu
U)
Lu
0
O
O
N
L_J
w
J
F
u
O Lu
w
d Ln
JOB NO.
192164
SCALE
AS SHOWN
SHEET NO.
6