HomeMy WebLinkAboutSDP200000013 Plan - Approved 2001-05-08Sheet Index
Location Map
Scale:1"=2000'
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SOUTH PANTOPS
DRIVE (S,R, 1140) SITE
PHASE 1 BENCHMARK
SEE SURVEY AND
TOPOGRAPHY NOTE 3
250
64
STATE FARM
PHASE 2 BLVD. (S.R. 1117
ALBEMARLE COUNTY, VIRGINIA
FINAL SITE DE. ELOPME..N.T PLAN
31 January 2000
",Prepared for:
Cathcart Properties, Inc.
1244 Swan Lake Drive, Suite 403
Charlottesville, VA. 22902
:Prepared By:
MCKEE CARSON
CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS
301 East High Strec;t Charlottesville, Virginia 22902
804-979-7522 fax 804-977-1194
GENERAL
24.
CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE
[DAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED.
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND
25.
THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE
STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC
CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE
RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID
LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP
CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
TO A SINGLE BOX ON EACH BUILDING.
(HEREAFTER ABBREVIATED VDOT),
26.
THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS.
2.
ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM
THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER
TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED.
MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.
3.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
27.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY
APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE
CLEARING, GRADING OR OTHER CONSTRUCTION.
DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE, ANY SUCH EARTH MOVING ACTIVITY' IS
SUBJECT TO THE APPROVAL OF THE ENGINEER.
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED, MAXIMUM
ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE
SITE
CONSTRUCTION
TO BE ACHIEVED, CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS
ON ALL SLOPES,
1.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR
TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL, IF A SYBGRADE SOIL SUPPORT VALUE OF
5.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY
ENGINEER,
IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
2.
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED
6.
UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI-Q. VDOT STANDARD
AREAS.
PIPE BEDDING DETAIL PB-1 IS REQUIRED WITH HANCOR HI-0 HIGH DENSITY POLYETHYLENE (HDPE)
PIPE.
3.
CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER
CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE
7.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
CONSTRUCTION SITE,
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
4,
ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE
8.
THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE
OUTF-ALL PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB-1. NOTIFY
EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS,
ENGINEEF IN ALL CASES.
AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS,
OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.
5,
U:TE"PS FOR INGRESS AND EGRESS IN ,ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE
WITH VDOT STANDARD ST-1, ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION.
9,
DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY
THE ENGINEER.
6.
STORM DRAIN PIPE, LENGTHS ON PLANS ARE MEASURED TO THE CENTER OF THE
,,SHOWN
CONN:_CT�G STORM DRAW STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END
10.
THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND
SECTIONS WHERE APPLICABLE.
UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THEEXISTENCE
_
AND LOCATION THE NON-EXISTENCE UNDERGROUND
7.
TXRM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET
STORM
v
U1THE
CONTRACTOR SHALL OUTILITY" (1-800552 7001)
NOTE; THESE
PLANS ARE N 0 T CURRENTLY
�/
APPROVED BY REGULATORY AGENCIES,
11,
THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES
SANITARY
SEWER AND WATER MAIN CONSTRUCTION
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE
CONTRACTOR
USE OF THESE
DRAWINGS
IS
EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY
1,
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AT CONTRACTOR'S 0 W N RISK AND
EXPENSE.
MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY.OTHER EXISTING UTILITIES NOT
AUTHORITY OFFICIALS AT THE START OF THE WORK.
OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION, IF A
2,
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE
ENGINEER.
CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY.
12.
RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED
WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED
3,
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER
PRIOR TO THE START OF CONSTRUCTION.
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY
ON JANUARY 15, 1998,
13.
THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED
WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
MATERIAL STORED AT THE SITE.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
14.
THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE
BUILDING CONTRACTOR,
6,
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM
THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIRE HYDRANT
15,
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
LINES, SERVICE LATERALS, AND WATER LINES, ETC.
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
7.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
VALVE DURING A FUTURE EXTENSION OF THE LINE.
EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER",
9.
AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A
MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE
16,
ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC,) SHALL BE
AS THE BASIS FOR THE FINAL AS -BUILT PLANS, THE DATA RECORDED SHALL BE IN ACCORDANCE
THE RESPONSIBILITY OF THE CONTRACTOR, REPAIRS OR REPLACEMENTS SHALL BE MADE AS
WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A, AS -BUILT PLAN CHECKLIST, LATEST
NECESSARY AT NO COST TO THE OWNER,
EDITION.
17.
ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT,
10.
PRIVATE PRESSURE REDUCING VALVES (PRVs) WILL BE REQUIRED AT EACH BUILDING.
OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED.
11.
BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE TEMPORARILY SHUT
18.
PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER.
OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN PROPERLY MADE,
PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE.
SURVEY AND TOPOGRAPHY
19.
AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE
AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR.
1.
BOUNDARY SURVEY PERFORMED BY B, AUBREY HUFFMAN AND ASSOCIATES, CHARLOTTESVILLE,
VA, TOPOGRAPHIC SURVEY PREPARED BY J.H. BELL, JR,, P.C., MINERAL, VA. ADDITIONAL
20.
CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE
BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR,
AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE
CHARLOTTESVILLE, VA.
THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
2.
SURVEY DATUM: USC&GS.
21.
BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.
3.
BENCHMARK: ELEV. = 527.54 : TOP OF FIRE HYDRANT AT SOUTHWEST CORNER OF THE
RTE. 250 AND STATE FARM BLVD. INTERSECTION.
22,
TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL
PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED.
23.
EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR
RELOCATED,
OWNER / DEVELOPER: CATHCART PROPERTIES, INC.
1244 SWAN LAKE DRIVE, SUITE 403
CHARLOTTESVILLE, VA. 22902
TAX MAP / PARCEL: 78/20P
ZONING: R15
MAGISTERIAL DISTRICT: RIVANNA
SETBACKS: FRONT 25% SIDE 15% REAR 20'
BUILDING AREA: 2.08 AC 21.42 %
PAVING AND WALKS: 3.20 AC 32.96 %
OPEN AREA: 4.43 AC 45.62 %
TOTAL SITE AREA (PHASE 2): 9.71 AC 100.00 %
(TOTAL SITE AREA - PHASES 1 AND 2 = 24,21 AC, COMBINED DU/AC = 13.0)
GROSS RESIDENTIAL DENSITY (PHASE 2): 14,42 DU/AC
MAXIMUM BUILDING HEIGHT: 28'
SITE COVERAGE BY BUILDINGS:
TOTAL AREA, PHASE 2 RESIDENTIAL UNITS: 87,044 SF
TOTAL AREA, EXTERNAL GARAGES: 3,633 SF
BUILDING TYPE UNIT BREAKDOWN:
TYPE 1 2 - ONE BEDROOMS, 5 - TWO BEDROOMS, & 3 - THREE BEDPOOMS
TYPE 2 = 4 - ONE BEDROOMS, 7 - TWO BEDROOMS, & 3 - THREE BEDROOMS
TYPE 3 = 2 - ONE BEDROOMS, 5 - TWO BEDROOMS, & 3 - THREE BEDROOMS
BUILDING BREAKDOWN (PHASE 2)
1 BEDROOM 34 UNITS
2 BEDROOM 70 UNITS
3 BEDROOM 36 UNITS
DWELLING UNIT BREAKDOWN:
34 1 BEDROOM 51 PARKING SPACES
70 2 BEDROOM 140 PARKING SPACES _
36 3 BEDROOM 72 PARKING SPACES
TOTAL PARKING SPACES REQUIRED FOR APARTMENTS: 263.PARKING SPACES
TOTAL PARKING SPACES PROVIDED FOR APARTMENTS: 302 PARKING <�Pi CES (HC INCL.)
RECREATIONAL AREA (PHASES 1 & 2):
6600 SF CLUBHOUSE
6000 SF POOL AND DECK COMBINATION
1 TENNIS COURT
1 PITCH AND PUTT
1 BASKETBALL COURT
4,000 SF MINIMUM IN TOT LOTS
PARKING REQUIRED FOR RECREATIONAL ACTIVITIES (PHASES 1 & 2):
1 TENNIS COURT 2 SPACES
1 B'BALL COURT (2400 SF) 2 SPACES
POOL AREA (1411 SF) 11 SPACES
3 HOLE PITCH AND PUTT 2 SPACES
CLUBHOUSE (ASSEMBLY
AREA 2848 SF) 17 SPACES
TOTAL REQUIRED 34 SPACES
(REC. SPACES = Q )
TOTAL PROPOSED 37 SPACES 24 SPACES IN PHASE 1 & 13 IN PHASE 2))
HANDICAPPED ACCESSIBLE PARKING SPACES:
BUILDING TYPES 1 AND 3 HANDICAP SPACES ARE LOCATED AS GARAGES WITHIN THE
BUILDINGS, 2 SPACES ARE PROVIDED IN EACH OF THESE BUILDING TYPES, (ONE IS
REQUIRED PER BUILDING)
1 HANDICAPPED ACCESSIBLE SPACE IS PROVIDED PER BUILDING TYPE 2. (ONE IS REQUIRED
PER BUILDING)
GROUND FLOOR ACCESSIBLE UNITS:
(GFE=GROUND FLOOR UNITS EACH, AGFE=ACCESSIBLE GROUND FLOOR UNITS EACH)
BUILDINGS TYPE is BUILDING TYPE 3s BUILDING TYPE 2s
(4 IN PHASE 2) (3 IN PHASE 2) (5 PHASE 2)
2 GFE 2 GFE 6 GFE
2 AGFE 2 AGFE 4 AGFE
4x2=8 TOTAL AGFE 3x2=6 TOTAL AGFE 5x4=20 TOTAL AGFE
TOTAL ACCESSIBLE GROUND FLOOR UNITS = 34 (8+20+6)
PERCENTAGE OF EXISTING SLOPES LESS THAN 10% = 2.46 AC (BOTH PHASES)
(10.2% OF TOTAL SITE)
TOTAL GROUND FLOOR UNITS=44 (8+30+6)
PERCENTAGE OF GROUND FLOOR ACCESSIBLE UNITS 34/44=77.27%
COVER SHEET AND NOTES
MASTER PLAN
2
GRADING AND UTILITIES PLAN
3
GRADING AND UTILITIES PLAN
4
GRADING AND UTILITIES PLAN
5
LAYOUT PLAN
6
LAYOUT PLAN
7
LAYOUT PLAN
8
STORM DRAIN PROFILES
9
STORM DRAIN PROFILES
10
SANITARY SEWER PROFILES
11
WATER MAIN PROFILES
12
STORMWATER MANAGEMENT PLAN
13
EROSION AND SEDIMENT CONTROL PLAN
14
EROSION AND SEDIMENT CONTROL DETAILS
15
LANDSCAPE AND LIGHTING PLAN
16
LANDSCAPE AND LIGHTING PLAN
17
LANDSCAPE AND LIGHTING PLAN
18
DETAILS
19
DETAILS
20
PHOTOMETRIC PLAN
21
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DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
c®. tea, e4o/
DEPARTME OF ENGINEERING
100, DEPARTMENT OF ZONING
rues G,•,,,,, CS -flew ; Jr- 7- 0
FIRE OFFICER
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ALBEMARLE UNT SERVICE AUTHORITY
1T VIRGINIA DEPARTMENT OF HEALTH
01 VIRGINIA DEPARTMENT OF TRANSPORTATION
• '_ . ��-.
ITEM
EXISTING
PROPOSED
BENCH MARK
16,
PROPERTY / RIGHT OF WAY LINE
SETBACK LINE
- -
- - - - -
CONTOUR
INDEX CONTOUR
- -
- - �p - - - -
10
BUIILDING
FENCE
---=-
X ---
x X x x-
GUARD RAIL
PAVEMENT
TREE LINE
WATER MAIN
- -
- VV - - -
W
WATER VALVE
- -
-Q- - - -
STORM SEWER
SANITARY SEWER
- -
- S - -
INLET
MANHOLE
UTILITY POLE
O-
TELEPHONE PEDESTAL
O
OVERHEAD ELECTRIC
- -
- E - - -
OVERHEAD TELEPHONE
- -
- T - - -
EASEMENT
- -
- - - - -
BITUMINOUS PAVEMENTS
C-----------------i
CONCRETE PAVEMENT
CURB
CURB WITH GUTTER
HC RAMP
A
GAS LINE
- G -
- - G -
G
SWALE/DITCH-e-
RIP RAP
STORM DRAIN STRUCTURE
SANITARY SEWER STRUCTURE
0
U
ELECTRICAL CONDUIT
- - E -
LIGHT POLE
E
UNDERGROUND ELECTRIC LINE
-UGE
- - -
UGE
OVERHEAD ELECTRIC LINE
-OHE
- - -
-OHE
UNDERGROUND TELEPHONE LINE
-UGT
- - -
UGT
REINFORCED CONCRETE PIPE
RCP
RCP
FIRE HYDRANT
FH
FH
SANITARY MANHOLE
SMH
SMH
STORM DRAIN MANHOLE
SDMH
SDMH
TOP OF CURB
TC
TC
BOTTOM OFI`GURB
BC
BC
LOW POINT
LP
LP
DROP INLET
D/
DI
CLEAN OUT
CO
CO
WATER VALVE
WV
WV
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED
1994,
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND
BRIDGE STANDARDS, DATED 1993,
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION,
DIVISION OF SOIL AND WATER
CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, THIRD EDITION, 1992.
4. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER
AND SEWER CONSTRUCTION
SPECIFICATIONS, ADOPTED JANUARY 15, 1998.
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
w
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
MAY 2 M!
or manner whatsoever, nor are they to be
PLAWIIN ANIC�
assigned to any third party without first
WMMUNIT Y D VELOPMEN-r
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
REVISIONS:
1.
2/18/00
ACSA COMMENTS AND WINGWALL REVISIONS
2,
6/16/00
AGENCY COMMENTS AND GENERAL REVISIONS
3,
6/21/00
ACSA COMMENTS
Sheet No.:
4,
8/1/00 AGENCY COMMENTS AND GENERAL REVISIONS
5,
8/28/00
AGENCY' COMMENTS AND GENERAL REVISIONS
6,
8/31/00
AGENCY COMMENTS AND GENERAL REVISIONS
7.
10/31/00
VDOT COMMENTS
8.
11/27/00
GENERAL REVISIONS
9.
12/11/00
GENERAL REVISIONS
10,
3/22/01
GENERAL REVISIONS
11,
3/27/01
GENERAL REVISIONS
12.
5/1/01 PLANNING DEPT. COMMENTS
Of: 211
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McKEE CARBON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
NL TH OF G416 "F5
STEVEN L. DRIVER
NO. 019933
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Revisions:
1.2/18/00 ACSA Comments and
Wingwall Revisions
2.6/16/00 Agency Comments and
General Revisions
3.6/21/00 ACSA Comments
4.8/1/00 Agency Comments and
General Revisions
5. 8/28/00 Agency Cmts & GeWl Rev's
6. 8/31/00 Agency Cmts & Gen'l Rev's
7.10/31/00 VDCT Comments
8.11/27/00 General Revisions
9.12/11/00 General Revisions
10.3/22/01 General Revisions
11.3/27/01 General Revisions
Scale:
1" = 40'
Date:
31 January 2000
Project No.:
9716
Designed:
ERF
Checked:
SLD
Sip _3<5-/3
�p REMOVE AND REPLACE PORTION PROVIDE SPLIT RAIL 3-RAIL FENCE 90 �� 0
EXISTING RETAINING WALL R Ik p1
pp h0
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WITH WELDED'WIRE I --' RETAINI LL T BE'
EXIST RETAINING ''`,, �fi'` _._ ._. RH E KEYSTO E SOFT SP,,.L.'It STRAIGHT/FACED, PLUM, // /j �" '� /� 9 f ��'~ /
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WALL %� DIT "WITH
•.. �'�uc ♦ • ,, - ._... ._ •- _.-- -' � / . ,�r-r•r�r'v�--r--•Y� 7 TYPE
„ ;--�,` OR -ALTERNATE SIMILAR IN C LOR AND r / j ; / WALL/TO ELEVAT�I'ON J �a-3,
EXIST D,l, 4 . ��,, PPE AT IS TJSFACTORY/TO OWNERS /' 0 M DE
APPEARANCE T- SA f T, MATCH GR6
TOP 480.9?� �..[ rBEHIND WA / `
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McKEE CARBON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
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NO. 019933
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Revisions:
1.2/18/00 ACSA Comments and
Wingwall Revisions
2.6/16/00 Agency Comments and
General Revisions
4.8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
6.8/31/00 Agency Comments and
General Revisions
8.11/27/00 General Revisions
9.12/11/00 General Revisions
10.3/22/01 General Revisions
11.3/27/01 General Revisions
Scale:
1" = 20'
Date:
31 January 2000
Project No.:
9716
Designed:
ERF
Checked:
SLD
4`5° BEND
1
42437 i
-dARAGE- B
W
F=,416.95
17.
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415;00
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PROVIDE SAFETY RAIL AS REQUIRED ALONG TOP OF WALL, (TYP.)
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(A CSA S TA TEFRM-
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OF MAX, DENSITY AT `OPTIMUM MOISTURE CONTEN ^'
4„ IN ACCORDANCE WIT ASTM D698, PAVEMENT PATC
TO MATCH EXISTIN PAVEMENT,
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SUR VE Y DATA FOR MANHOL E.
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BENCH AT TOP OF PIPE ON BO - H INVERTS
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FLUSH CURB WITH GUTTER /NV. OUT 339.12
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415.00 LP LOW POINT
415.00 CG CHANGE GRADE
REJECT GUTTER - CROSS SLOPE TO MATCH
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s�'r'`ss r �S't'i7i%� _.A..t•. t..1e�t ��.�...lvtJ.,.RJ J'.J�J.. h_.\.�.h._i..�`.,..J•,.,�1...1�.,t�r\.-.,1.T.�. �..t'J I I ± l
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ASPHALT DEMOLITION
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McKEE CARBON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
��4,�,AI,TH OF yl��
O
STEVEN L. DRIVER
NO. 019933
�Ni+a, `rlONAL V�o
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Revisions
1.2/18/00 ACSA Comments and
Wingwall Revisions
2.6/16/00 Agency Comments and
General Revisions
4.8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
6. 8/31/00 Agency Cmnts & GeWl Rev's
7.10/31/00 VDOT Comments
8.11/27/00 General Revisions
9.12/11/00 General Revisions
10.3/22/01 General Revisions
11.3/27/01 General Revisions
Scale:
1" = 20'
Date:
31 January 2000
Project No.:
9716
Designed:
ERF
Checked:
SLD
MATCHLINE - �EE THIS SHEET
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McKEE CARBON
RETAINING WALL TO BE '��=/ 1
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WALL TOP ELEVATION) PLUM, OR ALTERNATE SIMILAR IN COLOR ���� \ }BT
PTO MATCH GRADE AND APPEARANCE THAT IS SATISFACTORY ��, / .
4,•BEHIND WALL -I, TO OWNER. PROVIDE SPLIT RAIL 3-RAIL \// 391.25 W
`,�_.&'`_A ..�" �'''`'�"`-'``,"_A�k-' '-? FENCE WITH WELDED WIRE IDENTICAL
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CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
6 ,, ,LTEI Or y1� N
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NO. 019933
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Revisions:
1.2/18/00 ACSA Comments and
Wingwall Revisions
2.6/16/00 Agency Comments and
General Revisions
3.6/21/00 ACSA Comments
4.8/1/00 Agency Comments and
General Revisions
5. 8/28/00 Agency Cmts. & Gen'l Rev's
6. 8/31/00 Agency Cmts. & GeWl Rev's
7.10/31/00 VDOT Comments
8.11/27/00 General Revisions
9.12/11/00 General Revisions
10.3/22/01 General Revisions
11.3/27/01 General Revisions
Scale: 1" = 20'
Date: 31 January 2000
Project No.: 9716
Designed: ERF
Checked: SLD
Sheet No.:
S��r oo-oi3
NOTES:
1. SEE SHEET 7 FOR BUILDING CORNER COORDINATES.
2. EXCEPT WHERE NOTED ALL DIMENSIONS RELATING TO CURBING AND WALLS ARE TO FACE OF CURB OR WALL.
ALL DIMENSIONAL LAYOUT DATA SHOWN ON THESE PLANS IS BASED ON A PLAT
PREPARED BY B, AUBREY HUFFMAN AND ASSOCIATES DATED MAY 15, 1998.
ALL CONSTRUCTION STAKEOUT IS TO BE BASED ON THE PROPERTY LINE BEARING
N27026'33"W SHOWN ON SHEETS 6 & 8 AS "CONSTRUCTION STAKEOUT BASELINE".
CONSTRUCTION STAKEOUT BASELINE::::�,
Lo
C�
C-� O
o N 14
8280.5000 C> ..........
20' BUILDING SETBACK 0 E 11640.8116 C� 1
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144,00bc, 0 2
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MATCHILINE SEE SHEET 7
le
2H
TYPE 2
G
, / V 1.[�
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
����J,TH
o-p
Gi
STEVEN L. DRIVER
019933
4�
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44
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Revisions:
2.6/16/00 Agency Comments and
.1 1
General Revisions
4.8/1/00 Agency Comments and
General Revisions
15.8/28/00 Agency Comments and
General Revisions
8.11/27/00 General Revisions
9.12/11/00 General Revisions
11. 3/27/01 General Revisions
Scale:
1" = 20'
Date:
31 January 2000
Project No.:
9716
Designed:
ERF
Checked:
I
SLD
-
Sheet No.:
5DP-cO.'013
Of: 21
/%1r�
McKEE CARBON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
USTEVEN L. DRIVERS
NO, 019933
�o w�
�,SrONAL
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IMP
1
Revisions:
2.6/16/00 Agency Comments and
General Revisions
4. 8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
8.11/27/00 General Revisions
9.12/11/00 General Revisions
10.3/22/01 General Revisions
11.3/27/01 General Revisions
Scale:
1" = 20'
Date:
31 January 2000
Project No.:
9716
Designed:
ERF
Checked:
SLD
ALL DIMENSIONAL LAYOUT DATA SHOWN ON THESE PLANS IS BASED ON A PLAT
PREPARED AUBREY HUFFMANAND ASSOCIATES DATED A1998.
SHOWNALL CONSTRUCTION STAKEOUT IS TO BE BASED ON THE PROPERTY LINE BEARING
ON "CONSTRUCTION
ALL DIMENSIONAL_ LAYOUT DATA SHOWN ON THESE PLANS IS BASED ON A PLAT
PPFPAPFI) RY R AIIRRF\r' HIIF �.q =FMANI ANIF) A'n(`F IATq n,8,TFn MAY 1) 1qqp
a
N4, Y
20o
ALL DIMENSIONAL LAYOUT DATA ON THESE PLANS IS BASED ON A PLAT
PREPARED BY B, AUBREY HUFFMAN AND ASSOCIATES DA�f-EC) MAY 15p 1998.
ALL CONSTRUCTION STAKEOUT IS TO BE BASED ON THE PROPERTY LINE BEARING
N2 7°26'33"W SHOWN ON SHE=E-TS 6 & 8 AS "CONSTRUCTION STAKEOUT BASELINE
,/r'I roil
WKEE CARBON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 2290.2
804-979-7522
www.mckeecarson.com
�� AI, T H op 'N
STEVEN L. DRIVER j
N0. 019933
rIONAL I
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LL
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Revisions:
2.6/16/00 Agency Comments and
General Revisions
4.8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
8.11/27/00 General Revisions
9.12/11/00 General Revisions
10.3/22/01 General Revisions
11.3/27/01 General Revisions
Seale:
1" = 20`
Date:
31 January 2000
Project No.:
9716
Designed:
ERP
Checked:
SLD
®�®�®®
�
Sheet No.:
wV �lgldt Of: 21
400
395
390
385
380
375
370
365
0+00
STORM DRAIN A PROFILE
455
450
445
440
435
44
425
420
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STEVEN L> DRIVER
NO, 019933
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Revisions:
1.2/18/00 ACSA Comments
2.6/16/00 Agency Comments and
General Revisions
3.6/21/00 ACSA Comments
Scale:
L 1:1=20°V:1It =5
Date:
31 January 2000
P o'ect o.:
r N
1
9 716
Designed:
ERF
Checked:
SLD
Sheet No.:
5)-P - 00 -0/ 3
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EXISTING 20' DRAINAGE
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EASEMENT -
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BUILDING 2K
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EXISrTIN 215
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ORfIINA;GE � 1 � > - -- --- -- � — —
EAS`EMEN ' 4 , i / stir _ -'' ., /
CLASS IRIP RA r `
t { r { , _ (SEE PROFILE)
, 7 '
`a f
r t f t 107'_5.'(� 2,34 TH y - / /' 373,0 - -- - - - _
-�• , SEDIMENT
i ! 7 /'2- - , I. I-S C A _ /rSTORMWATER FACILITY AND . ,.M _ .. .
� i 7 2 5' X � �
f ACCESS EA MENT -
�.. FORE ., .
i SE
BAY
_ 0
it 20' DRAINAGE_ -
60" RCP RISER..( ( WET POND +375,0 /- - — ' _._ -EASEMENT -_
CREST: 36,�'Oi0 NORMAL W/ATER /
f I ( f I III 1 INV: 36/0 iSCl/ �O j SURFACE IrLEV. 369.00 i- r/ �• , _ ' / - _ -_• - ` '
390
!ell
370
i
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400
ou
` '• � '' Y • \ '' '''°" % ' '�0 -% NFL % /� / %' / '' / / / .�' ` /' / - w.rP .r: ; -,,_;. , -'`'
�.. /
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/
' '+„ �,, '' •' 1 - :°� - . ''' ~ ..• -' .i f � • 36 r % / " `•,.... .s'' / / ,P / ..• / •� ,o- "`" -'" ram..:%'
380
` •\ ,r\ -r Jam- /. ! yw r / / r J
i EMER'�ENgY SPILLWAY LINING
C125 COCONUT MESH r
- -
MANUFACTURED BY Z! 1�
NORTH 'QMERICAN GREEN ` A
_EONCRETE (SE.E-DETAIL)
CONCRETE. -SHALL BE PLACED
1 .' / OV.ER�~ALL FILL AREA' A _r
.--Iff CHANNEL -SPILLWAY
310
yr• /
, -
00 ,
3 A
r'
r'
-
/ J1
-
_
390
, r rltii�.
375
370
365
360
355
350
TRASH RACK WITH ANTI -VORTEX DEVICE.
TO BE FIELD FABRICATED. SHOP DRAWINGS
REQUIRED TO BE SUBMITTED TO AND
APPROVED BY ENGINEER PRIOR TO CONSTRUCTIO .
SETTLED TOP OF EMBANKMENT ELEV, 376.00
EM
RGENCY
A
UATIC &
_ SP
LLWAY
SAFETY
BE
CH
100 YR
ELEV. 373.8
♦
-- -- _ J
IMPERVIOUS
CORE
37
0010,
��____
CONSTRUCT
IN A
CORDANCE
5 YR ELEV. 371.29
♦ 10
YR ELEV. 371.
2
WITH
GEOTECHNI
AL REPORT
--�'
= ®
AN
RECOMMEND
TIONS
2
YR ELEV, 370.
5 ♦ - -
RBfiF-BRA
__---
___
CONNECTION
EL. 371,00
NORMAL WATER
SURFACE
♦
--"`""•- _
SEDIMENT
(BUILDING 2K)
PROPOSED
368:5
EXISTING
_
��-"�
, • r
FOREBAY
TOP OF RISE
ELEV. 369,0
-
ROUND
72.
T RCP RISER
REMOVE
SEDIMENT
3ASIN DRAINAGE
TUBING CROUND
EXISTING
AND
LUG 10" ORIF
CE WATERTIG
T
���'
«,.-
GROUND
LOW
LEVEL DRAIN
SEE DETAIL
��
INSTALL CLASS
I RIP RAP
DVER
THIS
SHEET. ELEV.
360.50
OR
D&ED�-'
��
ENTIRE FOREBAY
SLOPE, F
REBAY
.-
GR
UND
�'�
EMBANKMENT
AND DOWN 1HE
POND SLO
E
THIS P130FILE
FOLLOWS
THE '`
f
TO ELEV. 368.00.
MIN. DE
TH 18"
�\
OUTLE
PIPE AND IS
SKEWED
WITH FESPECT
TOT
E Df M
_ . -----
/
\
BOTTOM
OF RISER EL
360.00
EXISTING
54" RCP
�/
_
6'
MIN.
IN
, 3 51.2 5
y
_____---
IN
, 352.00
t
!
CUTOFF
TRENCH
15' MIN: NOTES:
I. PRIOR TO DAM AND OUTLET STRUCTURE CONSTRUCTION, UNSUITABLE
MATERIAL IS TO BE UNDERCUT AND REPLACED WITH SUITABLE SOIL FILL.
2. REMOVE MUD FROM SEDIMENT BASIN PRIOR TO BACKFILLING FOR
PERMANENT POND ELEVATIONS,
3. DAM COMPACTION TO BE 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE
CONTENT IN ACCORDANCE WITH ASTM D698.
4. SWM UPDGRADE MEASURES TO BE PERFORMED AFTER SITE HAS BEEN
STABILIZED AND SEDIMENT BASIN USE IS COMPLETE,
JtU 1 IUN
BMP PLANTING NOTES:
1. AQUATIC BENCH TO BE PLANTED WITH APPROPRIATE VEGETATION, INCLUDING SUBMERGENT
AND EMERGENT PLANT SPECIES.
2. PLANTINGS TO INCLUDE THE FOLLOWING SPECIES: BUTTONBUSH (CEPHALANTHUS
OCCIDENTALIS), ARROW ARUM (PELTANDRA VIRGINICA), COMMON THREE SQUARE (SCIPUS PUNGENS),
PICKERELWEED (PONTEDERIA CORDATA L,1, LIZARD'S TAIL (SAURURUS CERNUUS), AND SOFT -STEM
BULRUSH (SCIPUS VALIDUS).
3, NO TREES OR SHRUBS MAY BE PLACED ON ANY EMBANKMENT,
4. EXCAVATE PLANTING HOLES AND BACKFILL WITH UNCOMPACTED TOPSOIL, PLANTING HOLES
ARE TO BE 3 TIMES DEEPER AND WIDER THAN THE DIAMETER OF THE ROOT BALL (B&B STOCK)
OR 5 TIMES DEEPER AND WIDER FOR CONTAINER -GROWN STOCK.
SWM/BMP PLANT LIST
TYPE
BOTANICAL NAME
COMMON NAME
QUANTITY
ROOT
COMMENTS
1
C. OCCIDENTALIS
BUTTONBUSH
66
BARE
PLANT ON BENCH
2
P. VIRGINICA
ARROW ARUM
474
BARE
PLANT ON BENCH
3
S. PUNGENS
COMMON THREE SQUARE
474
BARE
PLANT ON BENCH
4
P. CORDATA L.
PICKERELWEED
474
BARE
I PLANT ON BENCH
5
S. CERNUUS
LIZARD'S TAIL
474
BARE
PLANT ON BENCH
6
S. VALIDUS
SOFT -STEM BULRUSH
474 1
BARE IPLANT
ON BENCH
TOP OF
376.00
6' -1 _ 15'
TRAPEZOIDAL CONCRETE FLUME WITH
6X6-W2.2XW2.2 WELDED WIRE FABRIC,
3" WEEP HOLES, AND CONCRETE THICKNESS
6". 6" VDOT #2113 BEDDING. EXPANSION
JOINTS 25' C-C. COVER WITH 1' TOPSOIL
AND SEED, SEE PLAN VIEW FOR EXTENT
OF CONCRETE.
EMERGENCY SPILLWAY
SECTION A -A
•
��p fat I •I.•• �[�,F,J. ' • •,1:£..\ }Y..�. ;SL;+ .
��_ l�irl..�il • r 3 W
373.
NTS
PROVIDE STEPS IN RISER (VDOT ST-1)
HAND WHEEL
120" RCP TRASH
RAC
WITH ANTI -VORTEX
DEVICE
SUPPORT
BAR
-VALVE STEM
VALVE STEM
SUPPORT (TYP.)
RUST PROOF
RUST PROOF
72" RCP RISER
WATERTIGHT
SEAL
6" BUTTERFLY
VALVE
SET VALVE IN
MIN CONCRET
3,000 PSI
BASE
54" RCP BARREL
6" CLASS 53 DIP PIPE AT 2.00% MIN. °
PROVIDE 900 DIP BEND, AND 8" PER ° �bNCR�1 'BASE 18" DEPTH
FORATED RISER PIPE AND CAP �' •� 96" DIAMETER
LOW LEVEL DRAIN
io-oaa
McKEE CARBON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
�STEVEN L. DRIVER
NO, 019933
'Q�
D �
TONAL B� .
Revisions:
2.6/16/00 Agency Comments and
General Revisions
4.8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
6- 8/31/00 Agency Comments and
General Revisions
Scale:
1" = 20'
Date:
31 January 2000
Project No.:
9716
Designed:
ERF
Checked:
SLD
Sheet No.:
N.T.S.
SECTION
NTS
�4w Sh8%! Of: 21
/% I r;
McKEE CARBON
Location Map
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SOUTH PANTOPS
DRIVE (S.R. 1140) /-- S I T E
PHASE 1 BENCHMARK
SEE SURVEY AND
TOPOGRAPHY NOTE 3
`t
250
STATE FARM
PHASE 2 BLVD. (S.R. 111
64
Leend
CE CONSTRUCTION ENTRANCE
SEE PAVED CE WITH WASH RACK DETAIL
SILT FENCE
E. & S. STD.
&SPEC. N0.
3.05 -X
STORM DRAIN
INLET PROTECTION
�P
E. & S. STD.
& SPEC. NO.
3.07
CULVERT INLET PROTECTION
C�P
E. & S. STD.
& SPEC. NO.
3.08
TEMPORARY
DIVERSION DIKE
E. & S. STD.
& SPEC. NO.
3.09
TEMPORARY
RIGHT-OF-WAY
DIVERSION
RWD
E. & S. STD.
& SPEC. NO.
3.11
TEMPORARY
SEDIMENT BASIN
E. & S. STD.
& SPEC. N0.
3.14
OUTLET PROTECTION
�p
E. & S. STD.
& SPEC. NO.
3.18
SURFACE ROUGHENING
SR
E. & S. STD,
& SPEC. NO,
3.29
-�-5
TOPSOILING
E. & S. STD.
& SPEC. NO.
3.30
SEEDING
EPERMANENT
E. & S. STD.
& SPEC. N0.
3.32
CONTROL
@DUST
E. & S. STD.
& SPEC. NO.
3.39
x
NOTE: CONSTRUCT RETAINING WALL FROM NORTH END TO A POINT
JUST SOUTH OF PROPOSED DRAINAGE INLET A-11 PRIOR TO COMMENCING
CONSTRUCTION UPHILL OF RETAINING WALL. INSTALL DIVERSION DIKE
UPHILL OF EXISTING SPORT COURT BEFORE COMMENCING CONSTRUCTION
UPHILL OF SPORT COURT. RETAINING WALL TO BE USED AS DIVERSION
TO DIRECT RUNOFF TO A POINT WHERE IT WILL BE TREATED IN
SEDIMENT BASIN.
NOTE: PROVIDE TEMPORARY DRAIN PIPE UNDER THIS CONSTRUCTION
ENTRANCE TO BE USED UNTIL STORM SEWER BECOMES OPERATIONAL.
ALTERNATIVELY, DO NOT USE THIS ENTRANCE UNTIL STORM SEWER
BECOMES OPERATIONAL.
EROSION & SEDIMENT CONTROL NOTES �\�1, EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 1 _
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, AND SHALL BE f r .) 1 ; 4 � 1 �w
IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. t
' f^
1 c
2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS `
I
YMAINTENANCE AREA HAVE BEEN PERMANENTLY STABILIZED.
NEEDED UNTIL ALL DISTURBEDS M Zi r :•• ,r
I. ` A
AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA yT1
/ ) l � , - ��
�.Y { i
EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED.,7/ j• j r r ,\ r '� p� _ j/, , ,.
'
s
_
EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. z:
LIMITS OFLE`ARIN3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY AFTER G
r
r
a ✓
.. - AND GRADING-
__ _ r 'r
HA E APPLIED T ALL DISTURBED _ . ;�
/ TEMPORARY SOIL STABILIZATION S LLB O _. r t
4. PERMANENT AND/OR_. - _.
f : 1
AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. -
ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN
WITHN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. --•• ---•_..,-,• , --� -, "`�>_>,;�,.. -<-.-y-l�,.,,. ..I `'-
30 DAYS SHALL BE STABILIZED I
-PP
ANENT STABILIZATION HALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR, ',..
PERM S S = _ _• - r' �_ ,,, .�-
rT.
MORE THAN ONE YEAR. "-'-'----__-- �' r :,. '-,._. -..��••... ; �. , ��rs ��.. ^:• ,�, .1-.: "�
~i ce m :.! `✓ =: N
5. SURFACE ROUGHENING US STD. &SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER r
THAN 3:1.�F
6. TEMPORARY SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, WHERE SPECIFIED ON/Q:x'- r
PLANS, SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC. 3.31. USE ANNUAL RYEGRASS
AT THE RATE OF 100 LBS/ACRE.' ~
7. PERMANENT SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, SHALL BE APPLIED TO / J
ALL DISTURBED AREAS NOT PAVED OR NOT PLANTED WITH GROUND COVER. SEEDING AND
MULCHING SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC. 3.32 AND 3.35. MINIMUM CARE
LAWN AREA GRASS SEED MIX SHALL BE REBEL II TALL FESCUE BLEND AT 80 TO 90%, IMPROVED
PERENNIAL RYEGRASS AT 5 TO 10%, AND KENTUCKY BLUEGRASS AT 5 TO 10%. APPLICATION SHALL
BE 350 TO 400 LBS/ACRE. SLOPES GREATER THAN 3:1 SHALL BE SEEDED WITH KENTUCKY 31 ! `
FESCUE, RED TOP GRASS, CROWNVETCH, AND A SEASONAL NURSE CROP AS SPECIFIED IN THE ! r
VESCH. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR STABILIZATION OF SLOPES AND OPEN j r'
ZONES WITH PERMANENT GRASS STANDS TO THE SATISFACTION OF THE ALBEMARLE COUNTY j-
EROSION AND SEDIMENT CONTROL OFFICER. f /
8. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE EROSION
AND SEDIMENT CONTROL PLAN BY THE COUNTY OF ALBEMARLE AND THE ISSUANCE OF A
r I
GRADING PERMIT. i r
9. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND
SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING
STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN r
CIRCULATION AREAS AND ENVIRONMENTAL QUALITY.
10, THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR
OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ROADS, IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE
WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN,
MUD AND DUST -FREE CONDITION AT ALL TIMES.
11. FULL REFERENCE IS MADE TO THE EROSION AND SEDIMENT CONTROL NARRATIVE, DATED 31
JANUARY 2000, AS AN INTEGRAL PART OF THE EROSION AND SEDIMENT CONTROL PLAN.
12. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAPS SHALL BE CLEANED OUT AND
PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED
FROM FURTHER EROSION.
13. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE
LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT
SHALL NOT BE ALLOWED TO BILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE
CULVERTS.
14. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL AND MAINTAIN ALL EROSION CONTROL
MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT.
15. EXISTING SOILS: PRIMARILY CLAYS AND CLAY LOAMS.
16. EXISTING VEGETATION: DECIDUOUS FOREST WITH A SMALL GRASS AREA.
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;, ,_ �, t ..,� _�, t •'- � (S,EE NOOTES); 1 �o N11N. ,SLOPE
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NOTE; NO CLEARING OR GRADING IS TO OCCUR, OTHER THAN FOR CONSTRUCTION OF THE
SEDIMENT BASIN AND DIVERSION DIKES, UNTIL THOSE MEASURES ARE OPERATIONAL.
*NOTE: CONSTRUCTION OF UNIT 2K SHALL NOT BEGIN UNTIL CURB AND STORM SEWER
ARE OPERATIONAL,
STREAM CHANNEL DIVERSION NOTES:
SILT FENCE POST POST SILT FENCE 1. AS A FIRST STEP IN CONSTRUCTION OF THE SEDIMENT BASIN, CONSTRUCT JB-1 AT END
OF EXISTING 54" CULVERT. LEAVE OPENING FOR PROPOSED 72" PIPE BLOCKED. INSTALL PIPE TO
STRUCTURE J-1 AND STRUCTURE J-1 (HDPE END SECTION).
2. CONSTRUCT STABILIZED DITCH AS SHOWN ON PLAN. DITCH TO BE 2.5 FT DEPTH, 5 FT BOTTOM
POLYETHYLENE (6 MIL MIN.) LINER TRAPEZOIDAL DITCH LINED WITH PLASTIC. SEE DETAIL THIS SHEET.
3. INSTALL 3' HIGH ROCK BERM AROUND STRUCTURE J-1 TO SERVE AS SEDIMENT TRAP DURING
DAM CONSTRUCTION.
EXISTING GROUND ?+r EXISTING GROUND 4. UPON COMPLETION OF DAM, SPILLWAY AND POND CONSTRUCTION, REMOVE TEMPORARY
IJ.. CHANNEL DIVERSION. ROCK BERM AROUND J-1 TO REMAIN AS CULVERT INLET PROTECTION.
5'
+ ENTRENCH SILT FENCE AND FILTER CLOTH IN SAME TRENCH
TEMPORARY CHANNEL DIVERSION
SECTION
N.T.S.
THIS SHEET FOR EROSION AND
SEDIMENT CONTROL PURPOSES ONLY
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
�, NI,T FI O!> l�O�A
STEVEN L. DRIVER
NO. 019933
ei�o
4' w�
ONAL
Revisions:
2.6/16/00 Agency Comments and
General Revisions
4.8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
Scale:
r = 50'
Date:
31 January 2000
Project No.:
9716
Designed:
ERF
Checked:
SLD
/%Ire
McKEE CARBON
IPE OUTLET TO FLAT
,REA WITH NO DEFINED
-HANNEL
}� L a
a
0 a >
I I ffiID d
SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED
FOR ENTIRE PERIMETER
A
A 3d o (MIN.)
da
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN VIEW
L a >
I I 0
Ld
SECTION A -A
FILTER CLOTH KEY IN 6"-9"; RECOMMENDEC
FOR ENTIRE PERIMETER
NOTES: 1, APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3, d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
PIPE OUTLET CONDITIONS
PLAN AND SECTION
VDnT 41
cc
18"
TYPICAL GRAVEL STRUCTURE
nnA Arl A n-I-Cn C1n II
TYPICAL EARTHEN STRUCTURE
TEMPORARY RIGHT-OF-WAY DIVERSIONS
SECTION
XD-010
N.T.S.
XD-013
N.T.S.
DESIGN HIGH WATER TOP OF DAM
(25-YR, STORM ELEV.) EL=374,60
L� EL=370,92
MIN.�2.0'
MIN, 3.0'
MIN. 0.5'
® MIN, 1.0'
1
67 C.Y./ AC,
"DRY" STORAGE
�(II
RISER CREST
EL=369.00
67 C.Y./ AC.
r
"WET" STORAGE
v
p4
DEWATERING
n 1f13t1
} �'
T
'"�l
DEVICE (10" ORIFICE)
SEDIMENT
�' �43p, 21k w R%�•>H)
,.
INV=362,65'
CLEANOUT POINT
EL=358.13'
BOTTOM OF WET
STORAGE EL=350.00
DESIGN ELEVATIONS
WITHOUT
EMERGENCY
SPILLWAY
(RISER PASSES
25-YR. EVENT)
SEDIMENT BASIN SCHEMATIC ELEVATIONS
SECTION
FLOW
r--ENDWALL
---- - t-----T----------
* TOE OF FILL
SILT FENCE
*DISTANCE IS 6' MINIMUM IF FLOW
LIS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION **
**VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE \—CLASS I RIPRAP
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SILT FENCE CULVERT INLET PROTECTION
DETAIL
GRAVEL FILTERX
RUNOFF WATER
XD-010
COMPACTED SOIL
«�EROSION CONTROL FABRIC
18" MIN. " VDOT ST'D. EC-3
_ `- ; FLOW
4.6' MIN.
TEMPORARY DIVERSION DIKE XD-005
DETAIL N.T.S.
---18" MIN, ,—GRAVEL* (12"MIN. DEPTH)
RUNOFF WATER
WITH SEDIMENT
LJ0
q �
4p °
_ II III
IIIIIIII 4 FILTERED o WIRE MESH
SEDIMENT WATER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE
EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS,
*GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
GRAVEL AND WIRE MESH
DROP INLET SEDIMENT FILTER XD-003
DETAIL N.T.S.
1, SET THE STAKES,
6'MAX•
FLOW
3, STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH,
2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
—IJIII�'"'•1
4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL,
FLOW/
i
�I
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
XD-005 SILT_ FENCE (WITHOUT WIRE SUPPORT) X0-009
N.T.S. DETAIL N.T.S.
DRAINAGE SWALE
3" BM-2 ASPHALT
DIRECTS FLOW
TO SEDIIv'.f �iT TOP COURSE
— 70' MIN.
BASIN
EXISTING
2X 2% PAVEMENT
/+ o 0 0 0
/ FILTER 6" MIN. - 6" 21A AGGREGATE
CLOTH BASE
EXISTING SECTION A -A EX, CURB OR
GROUND EDGE OF
I
70' MIN, PAVEMENT
12"
WIRE MESH
FILTERED WATER
o a
4
a —
_ o
��
SEDIMENT
1 4 I-
-il II I�IIIIII a P�
CONCRETE GUTTER 12CURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
X GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
GRAVEL CURB INLET SEDIMENT FILTER
DETAIL
XD-004
N.T.S.
B ASPHALT PAVED
F— F WASHRACK
*.
2 Y.
EXISTING
i PAVEMENT
1 g POSITIVE DRAINAGE
TO SEDIMENT
*MUST EXTEND FULL WIDTH TRAPPING DEVICE
OF INGRESS AND EGRESS
OPERATION
PLAN VIEW
12' MIN.
CLOTH
SECTION B-B
NOTE: A MINIMUM WATER TAP OF 52.4 MM (21 IS REQUIRED WITH A MINIMUM
WASH HOSE DIA OF 38.1 MM (1,5")
PAVED CONSTRUCTION ENTRANCE
PLAN AND SECTION
XD-001
N.T.S.
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
4 '0' —,pAITHOF y�%
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STEVEN L. DRIVER
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Project No.:
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Designed:
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Sheet No.:
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McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
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Tlay Equipmen
� �
.
. Description
21hedule
Quantity Model # Manufacturer
Vista Wooden Structure
1
BT-2504
KOMPAN, Inc.
8' Metal Swings
1
S2-8
KOMPAN, Inc.
Racer Spring Rider
3
-
M130
KOMPAN, Inc,
Springboard
1
M199
KOMPAN, Inc.
Albatross Seesaw
I 1
1 M143P
I KOMPAN, Inc. I
Park Bench
1 4
1 121-6T
-
I Blue Valley ln�ustries
k
,
"' Owner to approve final pricing prior to purchase of equipment and select color of all equipment,
,
�( Owner to authorize purchase of equipment after review of contractor's pricing. Substitutions will require
� approval of Albemarle County,
I Contractor shall contact and order play equipment through Playgrounds Unlimited, Inc. (1.800.222.2268).
r� Tot lot surface to be 12" of pine wood chips.
C�' Layout may vary pending saftey review by manufacturer.Landscape Architect
,
� to advise.
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.#� 11
Tree Canopy k,aiculations Plant List
Tree type Quantity Height at Amount Height in Width Width in Area of Total area Notes Description Common Name Height Spread Root Comments
Planting of Growth 10 years Multiplier 10 years Canopy of Canopy I
(I eet)
in 10 yrs
(height +
(ht in 10
(each)
(feet)
10 yr
yrs, x
(see below)
growth)
multiplier)
Abelia x grandiflora
7
3
4
7.00
1
7,000
38
269
Acer rubrum 'Red Sunset'
3
10
17.14
27.14
0.73
19.812
308
924
Acer saccharinum
9
10
8.214
18.21
0.658
11,985
113
1,015
Amelanchier canadensis
2
7
12.5
19.50
1
19.500
298
597
Betula nigra 'Heritage'
7
8
15
23.00
0.75
17.250
234
1,635
Cercis canadensis
5
7
16.7
23.70
0.75
17.775
248
1,240
Cercis canadensis 'Forest Pansy'
6
10
16.7
23.70
0.75
17.775
248
1,488
Chionanthus virginicus
16
7
i 6.7
23.70
0.8
1&960
282
4,515
Cladrastis kentukea (lutea)
3
10
20
30.QO
0.7
21.000
346
1,039
Cornus florida
9
8
12
19.00
0.74
14.060
155
1,397
Cornus florida 'Cherokee Chief'
4
7
12
19.00
0.74
14.060
155
621
Cornus florida 'Cherokee Princess'
12
7
12
19.00
0.74
14.060
155
1,862
Euonymus alatus 'Compactus'
7
4
8
12.00
0.7
8.400
55
388
Fraxinus americana 'Autumn Purple'
21
10
15
25.00
0.85
21.250
354
7,444
llex crenata 'Green Lustre'
53
3
6
9.00
0,975
8.775
60
3,204
Juniperus davurica 'Expansa'
15
3.5
5
8.50
0.775
6.588
34
511
Lagerstroemia indica 'Lipan'
6
7
12
19.00
0.74
14.060
155
931
Liquidambar styraciflua
4
10
20.3
30.30
0.72
21,816
374
1,494
Liriodendron tulipifera
4
10
25
35.00
0.75
26.250
541
2164
Nyssa sylvatica
3
10
12
22.00
0.667
14.674
169
5'6 7
Picea abies
15
8
16.66
24.66
0.575
14.180
- 158
2,367
Pinus strobus
22
8
20
28.00
0,503
14,084
156
3,426
Pinus thunbergiana
16
6
17.5
23.50
0,5335
12.537
123
1,974
Prunus x yedoensis 'Akebono'
6
10
20
30.00
0.7
21,000
346
2,077
Prunus x yedoensis 'Kwanzan'
21
10
20
30.00
0.7
21.000
346
7,270
Quercus palustris
3
10
22.5
32.50
0.63
20.475
329
987
6
10
20
30.00
0.7
21.000
346
2,077
Quercus rubra (borealis)
4
10
20
30-00
0.667
20.010
314
1,257
Quercus velutina
3
. 10
12.5
22.50
0.65
14.625
168
504
Salix babylonica
4
8
17.14
25.14
0.73
18,352
264
1,058
Syringa reticulata
4
to
15
25.00
0.791
19.775
307
1,228
Ts" a canariensis
11
10
1666
2666
0575
15330
184
2 029
AG
Abelia x grandiflora
Glossy Abelia 1
7
36-42"
30-36"
B&B
Full to ground; dense branching
ARRS
-
Acer rubrum 'Red Sunset'
Red Maple 'Red Sunset' 1
3
1.75-2"
10-12'
6-6'
B&B
Strai,ght trunk; dense; uniform branching
AS
Acer saccharinum
Silver Maple
9
1.75-2"
10-12'
5-6'
B&B
Standard; straight trunk; uniform branching
AC
Amelanchier canadensis
Shadblow Serviceberry
2
6-81
4-5'
B&B
Straiciht trunk; branching begins at 2': balanced head
BN
Betula nigra 'Heritage'
River Birch 'Heritage'
7
8-10'
4-5' I
B&B
Multi -trunk (3-5 trunks):dense: balanced head
CC I
Cercis canadensis
Eastern Redbud
5
-
7-8'
5-6'
B&B
Straight trunk; branching begins at 2'; balanced head
CCFP
Cercis canadensis 'Forest Pansv'
Redbud 'Forest Pansy'
6
8-10'
5-6'
B&B
Straight trunk; branching begins at 2'; balanced head
CV
Chionanthus virginicus
Fringe Tree
16
1-1,5"
10-12'
6-7'
B&B
Multi -trunk (3-5 trunks)adense: balanced head
CK
,
Cladrastis kentukea (lutea)
-
Yellowwood
3
1.75-2"
10-12'
5-6'
B&B
Standard; straight trunk; uniform branching
CF
Cornus florida
Flowering Dogwood
9
8-10,
5-6,
B&B
Straight trunk; branching begins at 2'� balanced head
Cornus florida 'Cherokee Chief'
Dogwood 'Cherokee Chief'
4
-
7-8'
4-5'
B&B
Straight trunk; branching begins at 2'; balanced head
CFCP
Cornus florida 'Cherokee Princess'
Dogwood 'Cherokee Princess"
12
7-8'
4-5'
B&B
Strainht trunk: branching begins at 2'; balanced head -
EA
Euonyrnus alatus 'Compactus'
Burning Bush
7
4-5'
30-36"
B&B
Straight trunk; dense; uniform branching; matched ____
FA
Fraxinus arnericana 'Autumn Purple'
White Ash 'Autumn Purple'
21
2-2.5"
12-14'
6-7'
B&B
Standard: straight trunk; uniform branchinq .
Ic
I Ilex crenata 'Green Lustre'
Japanese Holly 'Green Luster'
53
I 30-36"
24-30"
B&B
Dense form; good, healthy color; uniform branching
JD
-
Juniperus davurica 'Expansa'
Parson's Juniper
15
36-42"
30-36"
B&B
Dense form; good, healthy color; uniform branching
-
I
Laaerstroemin inriing 'I inan'
Crape Myrtle 'Lipan'
6
7-8'
5-6,
B&B
Mulit-trunk (3-5 trunks)& dense; well pruned (no straight whips)
LS
_
Liquidambar styraciflua
Sweetgurn
4
1.5-2"
10-12'
4-5'
B&B
Straight trunk: uniform branching; pyramidal form
LT
Li riodendron tulipifera
Tulip Poplar
4
2-2.5"
12-14'
5-6'
B&B
Straight trunk; well balanced head
NS
-
Nvssa sylvatica
Black Gum
3
1.75-2"
10-12'
4-5'
B&B
Standard; straight trunkt uniform branching
PA
I Picea abies
Norway Spruce
15
7-8'
4'
B&B
Full to ground� dense foliage; straight; pyramidal form
PS
Pinus strobus
White Pine
22
8-10'
4-5'
B&B
Full to ground; straight; dense branchingo pyramidal form
PT
Pinus thunbergiana
Black Pine
16
8-10'
4-5'
B&B
Full to ground; straight; dense branching; pyramidal form
PYA
Prunus x Vedoensis 'Akebono'
-
Cherry 'Akebono'
6
-
1.5-2"
10-12'
7-8'
B&B
Standard; straight trunk; branching begins at 2'p balanced head
PYK
Prunus x yedoensis 'Kwanzan'
Cherry 'Kwanzan'
21
1.75-2"
10-12'
7-8'
B&B
Standa rd; straight trunk; branching begins at 3'; balanced head
OP1
Quercus palustris
Pin Oak
3
2-2.6"
10-12'
6-7'
B&B
'
Standard; sl,ra;Qht trunk: uniform branching
OP2
I Quercus phellos
Willow Oak
6
1.75-2"
10-12'
5-6'
B&B
Standard__str,aight trunk: uniform branchinn
OR
realis)
Red Oak
4
2-2.5"
10-12'
6-7'
B&B
I Standard; straight trunk; uniform branching
OV
Quercus velutina
Black Oak
3
2-2.5"
10-12'
6-7'
B&B
Standard; straight trunk; uniform branching
SB
Salix babylonica.
Weeping Willow
4
1-1.5"
10-12'
3-4'
B&B
Straight; dense branching; branchinq begins above 3'; no whips
SR
Syringa reticulata
Lilac Tree
4
8-10'
4-5'
B&B
Straight trunk: branching begins at 2'; balanced head
TC
Tsuga canadensis
Hemlock
11
1 8-10,
4-5'
B&B
Full to arou,id'; straight: dense branching: pyramidal form
UP
Ulmus parvifolia 'Allee'
Chinese Elm 'Allee'
4
2-2.5"
10-12'
6-7'
B&B
Straight trun!",; uniform branching begins above 5'
VR
ibu nurn rhytidophyllum
Leath rleaf Viburnum
13
4-5'
30-36"
B&B
Dense form; good color
CL1
X Cupressocypari leylandii
Leyland Cypress
2
8-10'
6-6'
B&B
Full to g round; dense foliage; straight: pyramidal form I
CL2
X Cupressocyparis leylandii
Leyland Cypress i
7
I
10-12'
6-7'
� nds dense foliage: straight: pyramidal form
QI 3
X ('upressocyparis leyla
I I P-land Cypress
A
1
B&R
I Full to groundo dense foliage: straight: pyramidal form
�1
Ulmus parvifolia 'Allee'
.
4 10 15
I . .
25.00 0.68 17,000
227
I
907
Viburnum rhyticlophyllum
13 4 8
12.00 0.7 8.400
55
720
Addltlonal Notes:
X Cupressocyparis leylandii
2 6 30
36.00 0.225 8,100
52
103
X Cupressocyparis leylandii
7 8 30
38-00 0.225 8.550
57
402
Contractor to verify quantities and report any desorepancies to the Landscape Architect,
X Cupressocyparis leylandii
4 10 30
40.00 0.225 9,000
64
254
All plant subsittutions shall be approved by Landscape Architect prior to installation.
TREE
CANOPY
(FT)
61,885
TREE
CANOPY
(A C)
1.42
EXISTING TREES
TREE
CANOPY
(F T)
192,945
TREE
CANOPY
(A C)
4.43
TREES TO REMAIN
TREE
CANOPY
(F T)
0.00
-r T _r `EETS 16-18)
LANDSCAPE AND"" LIGriTINJG NOTES (FOR Sri
TREE
CANOPY
(AC)
0.00
.
TOTAL TREES PROVIDED
TREE
CANOPY
(F T)
61,885
1 . PLANT LOCATIONS TO BE VERIFIED IN THE FIELD BY LANDSC APE ARCHITECT PRIOR TO PLANTING.
TREE
CANOPY
(A C)
1.42
2. GRASS SEED MIX SHALL BE REBEL 11 TALL FESCUE BLEND AT 80-90%. IMPROVED PERENNIAL RYEGRASS AT 5-10% AND KENTUCKY
BLUEGRASS AT 5-10%. APPLICATION SHALL BE 350-400 LBS./ AC.
TOTAL TREES REQUIRED
3. REFER TO SPECIFICATIONS PACKAGE FOR ADDITIONAL INFORMATION.
TREE
CANOPY
(F T)
61,420
4. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLANT LIST WITH THOSE SHOWN ON PLANS AND REPORT ANY DISCREPANCIES
TREE
CANOPY
(A 0)
1.41
TO THE LANDSCAPE ARCHITECT IMMEDIATELY.
5. HEIGHTS OF ALL TREES SHALL CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN, INC. STANDARDS WITH REPSECT TO
.
DESIGNATED CALIPER,
CALCULATIONS
6. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.
Area of canopy (sf) = (width in
10 years/2)x(width in 10 years/20.14
7. PLANT SELECTION TO BE PERFORMED BY LANDSCAPE ARCHITECT IF SCHEDULED PLANTS ARE UNAVAILABLE.
ded is 15%
of 9,40 ac (acreage of phase 2)
8. TOT LOT SURFACE TO BE 12" OF PINE WOOD CHIPS,
1
9. ALL LIGHT FIXTURES ON POLES TO BE USAL VRS Ill 250 MH CLEAR LAMP, POLES WILL BE 4" SQUARE ALUMINUM AND 16' TALL,
EXCEPT BEHIND RETAINING WALL. POLES BEHIND WALL TO BE 10' TALL.
NOTES
10. AREA LIGHTING TO BE SHARP CUTOFF.
Values for the Area of Canopy
provided above were taken from the
Albemarle Tree Canopy Calculation
Chart and using
the best
11, EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP 'WHICH EMITS 3000 OR MORE INITIAL LUMENS SHELL BE A FULL CUTOFF
professional judgement as aggreed to by Dan Mahon of the Albemarle
County Planning Department on 01-20-00.
LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS.
12. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL
AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT-CANDLE.
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I
i THIS SHEET TO BE USED FOR
I I
i --.--- LANDSCAPE PURPOS __ - __ I
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
ee- ,,�
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Q STEVEN L. DRIVER ?,
NO. 019933
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Revisions:
2.6/16/00 Agency Comments and
General Revisions
4.8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
9.12/11/00 General Revisions
10. 3/22/01 General Revisions
11. 3/27/01 General Revisions
Scale:
I" = 20'
Date:
31 Jantiary 2000
Project No.:
9716
Designed:
SWE
Checked:
SLD
I
Sheet No.:
__
r
SO4A 51,0b I
I
I Of: 21
1. -
.
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NOTE: FOR PLANT LIST SEE SHEET 17
THIS SHEET TO BE USED FOR
LANDSCAPE PURPOSES ONLY
,/%1 r,
WKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
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NO. 019933
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McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
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or manner whatsoever, nor are they to be
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9 Y party
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd,
Revisions:
2, 6/16/00 Agency Comments and
General Revisions
4.8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
6.8/31/00 Agency Comments and
General Revisions
9.12/11/00 General Revisions
10.3/22/01 General Revisions
11.3/27/01 General Revisions
12.5/1/01 Planning Dept. Comments
Scale:
1" = 20'
Date:
31 January 2000
Project No.:
9716
Designed:
SWE
Checked:
SLD
6-p p—c0-- 013 .
/% I C
McKEE CARBON
._.._._.. __ .._
PLACE 5' GALV. " WITNESS " POST
PAINTED BLUE TO INDICATE VALVE
LOCATION AS DIRECTED. MARKER
o LOCATION MAY BE SUBJECT TO
HIGHWAY DEPARTMENT APPROVAL.
,,-FINISHED GRADE
ADJUSTABLE VALVE BOX
W/ LID BINGHAM & TAYLOR
FIG. NO. 4905 (SCREW TYPE)
OR APPROVED EQUAL
M.J. GATE VALVE
WATER H P L__J [10 LINE
2500 P.S.I.
CONCRETE :''q.:•: a .: D:Q' .' • .; . --2'x 2' BEARING
THRUST BLOCK AREA
:;.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES
ABOVE GRADE.
TYPICAL GATE VALVE
DETAIL
' v
120" a
WALL SLEEVES W/
WATERPROOF SEAL BLOCK 18" MIN.
TEST
CONNECTION a .
STRAINER 18" MIN.
METER
D V
paQ o o lea -.. • .
*LAYINGI
LENGTH M I6"MIN
6"MIN. 3" STANDARD METER=19.25" 18" MIN. 6"MIN.
3" COMPOUND METER=24,25"
72"
UD015
METER
SIZE-'•._ _ _
DIMENSION
.________ A
DIMENSION
B
DIMENSION
NS ON
G
1 %Z"
3,1"
5'0"
3'8"
2"
3'1"
5'0"
3'8"
3"
5' MIN,
1 10' MIN,
6' MIN.
4"
5' MIN.
1 12' MIN.
6' MIN.
GREATER
THAN 4"
PROPOSALS WILL BE SUBMITTED,
U
TYPICAL METER VAULT
N.T.S. 19 DETAIL
MIN.
B
24" X 36" ALUMINUM ACCESS HATCH - - - - F3'
OVER METER AND TEST TAP r - - - - SIDE VIEW
STEPS SHALL BE RUBBER COATED TEST CONNECTION
STEEL, WEDG-LOK AS MAN• BY DELTA COUPLING - - - - MINIMUM
PRODUCTS OR APP'D. EQUAL 2" GATE VALVE
DRESSE 12 W/ THREADED - - -
a 36" MIN, COUPLING CONNECTIONS
54" MAX. METER _
2" GALV. PIPE :ro,
STRAINER60" MIN.12MIN, CERTIFICATION OF 95%
11 5 MINI f� �� COMPACTION REQUIRED
a 30" MA B�LOOCCK'�{ 6' MIN. BLOCK
GALVANIZED STEEL BEAM,
W12x14 (MIN. SIZE)
3' MIN. PENETRATION INTO
NOTES: UNDISTURBED SOIL, OR AS °' a
APPROVED BY THE SERVICE D
1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" AUTHORITY
MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
a
2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED MI I�f T ITI1=1I1 III -III-
WATER PROOFING COMPOUND. II-III=III=I 11M=111 =III
3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP I I II I El I El I El I II I II I
PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. =III=III I�I=I�I
15 TYPICAL METER VAULT - 3" METER UD-017 12 TYPICAL THRUST BLOCK IN FILL AREA
19 DETAIL N.T.S. 19 DETAIL
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, 45°
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY 2 AX L
1 y
10'+/- 10'+/-
450
5' 10' 5' MAX' MAX
PLUG °
v.
J
T 1 1
WATER SEWER
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) FOR ALL BENDS FOR TEE OR WYE FITTINGS
EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM - - - WIDEN TRENCH TO
WATER & SEWER - 30' MINIMUM - ACCOMMODATE
ANCHOR IF
x SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES, 45° REQUIRED.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 900 TO THE RIGHT OF WAY MIN BEDDING AS MIN
°
REQUIRED
16 UTILITY LOCATIONS AND EASEMENT WIDTHS UD-009
19 DETAIL N.T.S. PLUG
'v'�45°
MIN 45
T MIN T
SECTION 1-1 SECTION 2-2 /
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTESVILLE THREADS
MUELLER CENTURION (A-423) WHICH IS THE LOCAL STAN ARD.
OR APPROVED EQUAL
LENGTH OF BRANCH VARIE
6' MIN
2' TO 10'
(2700)
7 CU. FT. 18" VALVE
GRAVEL BOX
36"MINA °o° 6" GATE
�o VALVE
SIDE VIEW
°p �Oo 8" X 6"
TEE
2500 P•S,I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
1.76" DIA. DRILLED
HOLE FOR TOUCH
READ UNITS.
NOTE:
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
TOP VIEW
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX.
3" DIA. FLAT
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
BEARING
IT IS NOT ALLOWED IN THE DITCH,
SURFACE
UNDERNEATH
24"x36"
ALUMINUM
ACCESS
HATCH
TYPICAL FIRE HYDRANT ASSEMBLY
DD-a18
45°
PIPE
DEGREE
BEND DIMENSIONS (FT)
VOL.
TEE AND PLUGS (FT)
VOL.
SIZE
OF BEND
CUND.
CU.YD.
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
22 1/2
1.50
2.00
2.52
0.10
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
81,
45
2.66
2.66
2.77
0.26
3,16
2,91
2,66
0,32
22 1/2
1.66
2.16
2.69
0.13
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12"
45
3,33
3.58
2,95
0.43
3.83
4,00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION,
CHANGES SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT,
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &
SIZE OF ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
UD-013
N.T.S.
DETAIL
GOOD FOUNDATION MATERIAL
INITIAL BACKFILL
ROCKY FOUNDATION MATERIAL
BEDDING
3 STONE
x STABLE SOIL ROCK
x SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE
THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE
A 4" BEDDING OF #68 STONE,
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UD-014
EMB
SPRII`
0
NO, 68
FRAME & COVER - SEE TYPICAL
MANHOLE FRAME & COVER DETAIL
STR_ET SURFACE 4R - ---
®
NON -PAVED AREA
SLOPED AREA _�l/
2'-0 "
"WEDG LOK" TYPE RUBBER COATED
1'-0" MAX
v
STEEL STEPS OR APPROVED EQUAL
°
CAST IN PLACE
PRECAST REINFORCED CONCRETE
°
SECTIONS WITH "0" RING SEALS
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
o
OR APPROVED EQUAL
LARGER THAN 6" IN ANY
DIMENSION
3'-0"
MIN
D
THE DROP CONNECTION SHALL BE
-INTIAL BACKFILLx
�_
ONE OF THE FOLLOWING:
(6" LIFTS)
°
5'"
a, DUCTILE IRON PIPE (CLASS 50)
x THOROUGHLY COMPACTED
b. P.V,C. PIPE BACKFILLED IN 6"
BY HAND OR APPROVED
a' 12 MIN
LAYERS & COMPACTED BY HAND
MECHANICAL TAMPER
16" MAX
°
TAMPERS.
-HAUNCHING
a
5„
-BEDDING 6" max 4" min
-
"
o
MINIMUM ELEVATION DIFFERENCE
..
12"MIN
I12"MIN
ACROSS M.H. FROM INLET TO
-FOUNDATION (SHALL BE
VARIE
o
OUTLET SHALL BE 0.20 FEET
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
(ALL PIPE)
- a .
° .. a
q- ' .
D.
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & OULET PIPE SHALL BE
PROVIDED,
12'
Pq
3/4 DIA OF LARGEST
NOTE:
PIPE IN
MANHOLE
1. OPEN CUTS IN PAVED AREAS WITHIN
EXISTING
VDOT RIGHT-OF-WAY SHALL BE
MIN. 6" BEDDING WITH NO. 68
STONE
BACKFILLED ENTIRELY WITH NO. 21A
STONE.
NOTES:
2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE
TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES
REMOVED
OR A 4" BEDDING OF NO. 68
1.
BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM
AND SHALL BE
STONE SHALL BE PROVIDED
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE
SOIL CONDITIONS.
2'
THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES
SHALL HAVE
3. WHERE ROCK IS ENCOUNTERED PIPE
SHALL BE
INSTALLED ON A MINIMUM 6"
EXTENDED OR NON -EXTENDED BASES,
BEDDING OF NO. 6$ STONE
3.
ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED
& GROUTED
INSIDE AND OUT.
4.
SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES
TYPICAL SANITARY MANHOLE
TYPICAL SEWER PIPE INSTALLATION IN TRENCH UD-005 WITH DROP CONNECTION DD-003
N.T.S. 19 DETAIL
THREADED PLUG CLEANOUT ADAPTOR
FINISHED GROUND
ADJUSTABLE VALVE BOX WITH LID, BINGHAM &
TAYLOR FIG. NO 4905 OR APPROVED EQUAL
VDOT NO. 21A STONE
SECTION
N.T.S
PLUG END OF
SERVICE LATERAL
45°0'0"
MAIN LINE
UNSTABLE INITIAL
d
SOIL 8" 8' BACKFILL
8" ` g
LID WITH THE MARKING "SEWER"
CAST IN
MINH MIN,
STONE
-- O #68 STONE
O
H
�!
IN LINE WYE-TEE
STABLE SOIL OR ROCK
STABLE SOIL OR
ROCK
PLAN
NOTES:
AS INDICATED
1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF
THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION
SHALL BE ALLOWED
ABOVE THE
SEWER SERVICE LATERAL CONNECTION NOTES:
INITIAL BACKFILL,
3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED
IN 6" LIFTS.
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS
SHALL BE ALLOWED
IN THE
FOR THE SERVICE LATERAL IS INDICATED ,THE TOP (CROWN) ELEVATION OF THE SERVICE
TRENCH.
LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE
5, BELL HOLES SHALL BE DUG OUT IN ALL CASES.
LOWEST PIPE CONNECTED TO THE MANHOLE.
2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES
SHALL HAVE CLEANOUTS AS INDICATED.
3, GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT )
DUCTILE IRON WATER PIPE
TYPICAL SEWER SERVICE LATERAL
INSTALLATION & BEDDING
OD_0,0
5 CONNECTION WITH CLEANOUT
_
UD-018
SECTION
N.T.S.
SOLID COVER SHOWN
PERFORATED AVAILABLE IF
SPECIFIED
STANDARD LETTERS
UNLESS OTHERWISE
SPECIFIED
TOP OF COVER
BOTTOM OF COVER
MINIMUM AVERAGE WEIGHT ! SUPER CAST, INC.
RING 190 Ibs. MODEL NO. MH-RCR-2001
OR APPROVED EQUAL
COVER 120 Ibs.
310 Ibs.
25 1/4"
23 3/4"
1 3/8" 23 1/2'
z va°
,vz"�
7 1/2" I-0 -2 3/a �a s/a"
�t•�--3 3/4"
vz"
22 1/4" ..
4 3/8" 24 1/2"
33 1/4"
2 TYPICAL SANITARY MANHOLE FRAME & COVER UD-004
DETAIL N.T.S. 19 PLAN AND SECTION N.T.S. 19 PLAN AND SECTION
ANCHOR EXTENDS INTO SIDE OF DITCH 1
z
DITCH LINE co,
C I
w "
D.I. PIPE
> I
•D' I
12" 2500 PSI
CONCRETE °
1
PLAN
SPACING SPACING SPACING
NO. 3
' D,I. PIPE
N0. 2 ANCHOR NO. 1 AT
FIRST JOINT ABOVE
MANHOLE.
GRADE SPACING
20% TO 35/° NOT OVER 36'
35% TO 50% NOT OVER 24' : D N0. 1
50% OR GREATER NOT OVER 16' \ ��
PROFILE
UD-007
R o ROADWAY C R
n PAVEMENT =
FRAME &COVER
-- COATED STEEL BAND OR STAINLESS
STEEL CASING INSULATORS AS 12" CONCRETE FILL i (SEE TYPICAL MANHOLE
z FRAME AND COVER DETAIL) MANUFACTURED BY ADVANCE PRODUCT BOTH ENDS
� STREET SURFACE OR
0.25" MIN. THICKNESS SYSTEMS, INC., MODEL SS1, S1; OR 36" MIN. NON -PAVED AREA
STEEL CASING BY CASCADE MODEL #CCS-905, OR A
APPROVED EQUAL.
SLOPED AREA
V-0" MAX
I
DUCTILE IRON PIPE I�2'-0" �, 7'-0" r) 9'-0" 2'-0"'� 2'-0" 2'-0
(PUSH ON JOINTS) a a
18' JOINT OF D.I. I "WEDG-LOK" TYPE
NOTES: 1, STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC, OR A MINIMUM RUBBER COATED STEEL
OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER, STEPS OR APPROVED 3'-0" MIN
EQUAL CAST IN PLACE
2, ENDS OF CASING CAN BE SEALED USING MODEL AC PULL -ON END SEAL GASKET, AS °
MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL, PRECAST REINFORCED a 12" MIN
TYPICAL SEWER STEEL SLEEVE 0 CONCRETE
RING S ALSTIONS 16" MAX
6 INSTALLATION UNDER ROADWAYS DD-008 MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5„ W-0"
19 SECTION N.T.S. FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
�I- CONCRETE VARIES
I z DEPTH OF FLOW CHANNELIFILLETS
3000 PSI CONC. BASE TO BE 3/4 DIAMETER
OF CONTRIBUTING SEWER. _ !=
BENCH SLOPED TO FLOW ° ' 1211
CHANNEL 1/4" V MIN A FILLETED INVERT FOR A SMOOTH
-.v TRANSITION OF FLOW BETWEEN INLET
& OUTLET PIPE SHALL BE PROVIDED.
MIN. 6" BEDDING
BRANCH W/ NO. 68 STONE
12" -- - y-��-� --- - ---- _""�-- NOTE:
1 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS,
2" 2, THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
' 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
FLEXIBLE CONNECTION NOTE:
WITH STAINLESS STEEL J ALL CONNECTIONS TO
BAND I o EXISTING MANHOLES SHALL
BE CORED A
TYPICAL SANITARY MANHOLE CONNEECT ONNDBOOTEXIBLE TYPICAL SANITARY MANHOLE
SHOWING BRANCH TIE-IN INSTALLED UD-002 3 SHOWING BRANCH TIE-IN
N.T.S.
UD�001
PLAN AND SECTION N.T.S. 19 PLAN AND PROFILE N.T.S. 19 PLAN N.T.S. 19 SECTION N.T.S.
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS NN RS
301 East High Street
Charlottesville, VA 22902
804-979-7522
W W W.mckeecarson.com
zp
r�
v STEVEN L. DRIVER
NO. 019933
6'yti'�.S`�rONAL 8��
N
V
II
�
i'
ICI
Revisions:
2.6/16/00 Agency Comments and
General Revisions
Scale: As Noted
Date: 31 January 2000
Project No.: 9716
Designed: ERF
Checked: SLD
Sheet No.:
01
Of: 21
;pp do-615
w
- z
J
30' 26' 24'
5' 2'- 1 Cr
w l �I 1/4 ,1 I (SEE GRADING
z 1 \, \� & UTILITIES PLAN)
EXISTING
111 I%AVEMENT w
E- CONC, WALK
w (SEE DETAIL)
v VDOT CG-6
1.5" SM-25.0 SURFACE COURSE
0 6" BM-25.0 BASE COURSE
cc
8" #21B AGGREGATE BASE
WITH PRIME COAT
NOTES: COMPACTED SUBGRADE
1, EXISTING CROSS SLOPE IS TO BE MAINTAINED AND EXTENDED TO EDGE OF GUTTER,
2. MILL EXISTING SURFACE FOR A MINIMUM OF 2' FROM THE EDGE OF PAVEMENT PRIOR TO
APPLYING FINAL SURFACE.
32 SOUTH PANTOPS DRIVE FRONTAGE IMPROVMENTSPD
'CO.NCRETE.'.°'•
�. 'SI.gEWA'LK. :9.. a '
.
° •FF°ELEVJ:'�
T
a'CON -NECJO-9
� D.''
-.S.TQ.RM- DRAIN .
°SYSTEM.;.
Q. ; D
FF+11.3' : D. °.
`t= +11,4Ci'o - .- : ROOF & YARD DRAIN
:.
1cF+.il::7''.:.'°; ': ; d z
LANDSCAPED
D,• °' ' '':o .....::... m
AREA
::: CONCHLT.E';
FF+ 0;83;''1'TVV.)o
METAL DOME
i 4' YARD INLET
.'.RA�T'10.:.'� 9'. , EDGE OF
v :..a=' :.D . '. •CONCRETE PATIO
n 2' 9.'
v . .
D:o '. ov:• WINGWA OF
,...9vD. OFF+10.33'*
.'a:
9 - 6" RISERS
': :.. .
;•:'. a . 8 - 12" TREADS D,°''. ° .•'' • D:;. ..,
FF+11,87''' . a ''
F +6,8' FF;+6. 90 + FF+10.83' (TW) WINGWALL
FF+10.83' (TW)+
FF+6.9.0' '
. .
F +.6.7' FF:;-,6.8 '. : , ; , FF=0:1:0
.. .v . F1=-0.20° (LP..) ° ;: a'.. D. a FF
FF+6.90' 14 _ 6" RISERS
v.9'.': aFF.°4.`07'',
13 - 12" TREADS
-:.'aWALEa' . = FF=
FF+6.7'+ FF+6.8' FF-0.2+
`' �iETAL9 DOME BASEMENT
1'
+ YARD JNLET.9 FINISHED
.
2:1 SLOPE FF-0.5i;'' " ' 9 FLOOR
AC'-`':
-°HV. ELEVATION
PAD o • :.'.
*DOME TOP ELEVATION
° ° FF-0.1'
FF,020
IS YARD ELEVATION AT
BOTTOM OF GRATE
1' 5'
NOTES:
f�-ROOF & YARD DRAIN
1. ALL CONCRETE SLABS, WALKS, ETC. SHALL BE SLOPED
TO I
PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING
CONNECT TO
-STORM
ENTRANCES, WALLS, ETC. AT A MINIMUM SLOPE OF 2.00%.
I DRAIN
2. ALL NON -PAVED AREAS SHALL BE SLOPED TO PROVIDE
SYSTEM
POSITIVE DRAINAGE AWAY FROM BUILDING ENTRANCES,
WALLS, ETC. AT A MINIMUM SLOPE OF 5.0%.
3. THIS DETAIL IS APPLICABLE TO THE RIGHT SIDE (AS IF
STANDING
IN FRONT OF BUILDING, FACING BUILDING) OF ALL UNITS EXCEPT
3D AND 3E (WHERE DETAIL IS "MIRROR IMAGE").
�4. SWALES SHALL NOT BE OBSTRUCTED.
FF-0.7+
5. ANY DEVIATION FROM THIS DETAIL REQUIRES ENGINEER'S
APPROVAL.
(CONTACT ENGINEER PRIOR TO CONSTRUCTION,
6. ST P COUNT DIFFERENT FOR BUILDING 1J.
n2aTERRACE UNIT. RIGHT SIDE
20 SECTION N.T.S� ` 20 DETAIL
1. ALL ELEVATIONS SHOWN ARE BASED ` "" ` " " " " " " " " " " " " " "" " I,
ON DESIGN ELEVATIONS AND MAY NOT
REFLECT ACTUAL FIELD CONDITIONS. 0.75' VARIES
NOTIFY ENGINEER IMMEDIATELY OF ANY
DISCREPANCY BETWEEN FIELD a 6„
CONDITIONS AND THIS PLAN, OUTSIDE INTERMEDIATE
RADIUS=3" SUPPORTS
2, REMOVE LANDSCAPING MATERIALS AND LOCATED AT
_•_._.__ REPLACE AFTER CONSTRUCTION AS THE LOWER
DIRECTED BY THE OWNER OR HIS AGENT, to STEP ADJACENT TO
3, RELOCATE UNDERGROUND ELECTRICAL ro THE HALFWAY POINT
OF THE RISE
INSTALLATIONS AS REQUIRED,
t t
.I
EXIS TING , ! r, .:v. _ _.. � Cl)l ...... f SIDEWALK wo a0 Q J
ui
EXIS TING I ; a
RE T• WALL�-
EXIS TING I
I I UNDERGROUND aa-
EXIS TING ELECTRIC
SEE ARCHITECTU AL PL NS i I KIOSK
FOR KIOSV DIMENSIONS- { CONCRETE CURB, F3
II GUTTER, SIDEWALK 6„
€ /) DEMOLITION
CONC. j I62
SIDEWALK, EXISTING
EXIS TING ASPHAL T ! ��
' ACCESS PARKING Ej
DEMOLISH EXIST • f RAMP
WALL PO TION " I
SAW CUT
AT JOINT
0000
4.73
1 �
SLOPE T PROVI E TO
POSITIV DRAINA E STAIR W/
r 6" RISER
REMOVE AND REPLACE t
RETAINING WALL .36 TO CURB & GUTTER AND SIDEWALK,/
MATCH EXISTING ti .86 TO MAINTAIN GUTTER
REMOV SIDE K TO FLOW DIRECTION,
EXPANSI N JOINT NOTES
TC, REPAIR /ASPHALT f f
78 REQUIRED 1. CONTINUOUS WELD ALL JOINTS. CONTRACTOR
- I
,•� «_ .'�, ., /,.: ,- - ,� TO PROVIDE SHOP DRAWINGS FOR APPRAISAL
2• PRIOR TO FABRICATION. PRIME RAILINGS AND
'1 PAINT WITH SHERWIN WILLIAMS ROOKWOOD
1 - , - -- /' i SHUTTER GREEN OR EQUAL AS APPROVED
s _....._. r,...' EXISTING,S/DEWALK, CURB r' VV ;'` '� BY OWNER.
` <e� AND GUTTER ("` r 3, SEE PLANS FOR LOCATIONS OF HANDRAILS.
4. HANDRAILS TO BE LOCATED 3" FROM EDGE
OF ADJACENT WALLS.
N
5. ALL JOINTS TO BE WELDED WITH 1/8" RADIUS MIN.
f 6. ALL RAIL ELEMENTS ARE 1.5" DIAMETER STEEL PIPE,
34 MAIL KIOSK EXPANSION 33 TYPICAL HANDRAIL
20 DETAIL 1" 10' 20 SECTION
p � I
v
v
•
I
v o
vl
'
4I
1
#3 BARS ra 6" O.C. / =i
#4 BARS na 12" O.C. 111=
I
COMPACTED VDOT STD,
#2113 STONE BASE -
COMPACTED SUBGRADE
2"x4" KEY
NOTE: THIS DIMENSION INDICATES RISER PLUS VERTICAL VALUE OF 1.5% SLOPE ON TREAD.
PROVIDE EXPANSION JOINT WHERE STAIRS ABUT CHEEK WALLS ON SIDES.
35 CONCRETE STAIRS
20 /S SECTION
C FFtt 0'0�
D : °
�- -'(iSPT FLOf,�R '. v.9.": a' ... °°...: a.: D.°• ... .. ° '.'
/`Y'YV"Y'YY rY''fi;^r-f-v-YY v_,..r.•J.�,....r~•v-.r,; � ' ... '4. _ •:'D ° '.' '.9 � •' • .: :. v.D:. a ' ' .',..o •:.. .:
FF.:EL�:.EV;)'.9.. • :9'' 9.. e
t 1 -COf- RBT.E CON'NE'C.
°'. • . .TO.
a.
P,L:K'.:-- �'• � ::� :�.T�RM.'DRAIN
9 . . • : ''.°'.: a °SY.STE'M-
C '> ° DOWNSP T' 9. a.
v ° C
? F>^A.1,:8.5' ROOF &YARD DRAIN: r FF+,. -' FF+11.3'
C d v
t °. v �.r -
-►
+ FF. 10.8:3'.:(� W)
EON'CR�,TE
r :#�;A�'1C2 :. , : ' METAL DOME 4' a' • w
YARD INLET-� o
EDGE OF 9 0 . a FF+10.33'* o
r & BACK OFPATIO LANDSCAPED +
a
WINGWALL 2'
0.75' , 0,75' a. 9 - 6" RISERS
6„ 6„ a' FF+1d.8'S' 8 - 12" TREADS v v .
1
}
r - +FF+10.83' (TW) FF+10.83' (TW)+ °FF_+�g0'D:;' FF 6.8'
c v -'FF-+6,9.0"
a
INSIDE � , . '9 ... . ° • ', a:: a
RADIUS-3"
SEE t ) z ` ° :FF�0.:1�'• D'FF=O;2 FI 90.19' d :...o.v .. a ' ' a'•' FR+6:8 , FF 6.7'
O<
CONCRETE w"J c`r, I a'. D.'';'. + 14WALK - 6" RISERS FF+6.90'
DETAIL �?v m ' SWALE 13 - 12" TREADS N
r- o a c CQNCRT.E.' �n + +
p { PDATI.O''.'_ FF-0.2' 2:1 SLOPE
1F+6.8' FF+6.7'
ADJACENT Y FF-0,50'*� ®I
CONCRETE METAL DOME
SIDEWALK FF. FF ; ' ;' 3.3'
+-' YARD INLET
*DOME TOP ELEVATION
• ° % D • ° CONNECT TO
• ° ' ° ' ° ' '�) R'O p' F & IS YARD ELEVATION AT
° • ° °s "YARD DRAINSYOREMDRAIN BOTTOM OF GRATE
• . D ° ' ...
D' • ° ., ..� `.o'. NOTES:
• ..� F.F.
FF=0.1.0`.': a 1. ALL CONCRETE SLABS, WALKS, ETC. SHALL BE SLOPED TO
0.75' 6" �. 6"
-1 q9 FF- PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING
j BASEMENT ENTRANCES, WALLS, ETC, A I• A MINIMUM SLOPE OF 2.00%.
SET RAILINGS 5" DEEP. FINISHED �.9HV1C'.D 2• ALL NON -PAVED AREAS SHALL BE SLOPED TO PROVIDE
GROUT WITH QUICKSET > FLOOR
9 PADP a POSITIVE DRAINAGE AWAY FROM BUILDING ENTRANCES,
HYDRAULIC CEMENT IN 6" STEEL ; :: °' WALLS, ETC. AT A MINIMUM SLOPE OF 5.0%.
SLEEVES 1/2" LARGER THAN
OUTSIDE DIMENSION OF POSTS. f �FFa0;1Q°- 3. THIS DETAIL IS APPLICABLE TO THE LEFT SIDE (AS IF
SLEEVES SHALL HAVE STEEL `) STANDING IN FRONT OF BUILDING, FACING BUILDING)
PLATE CLOSURES AT BOTTOMS .1 FF-0.1' S' OF ALL UNITS EXCEPT 3D AND 3E (WHERE DETAIL IS
1/2" LARGER THAN OUTSIDE "MIRROR IMAGE"}.
DIMENSION OF SLEEVE WITH 4. SWALES SHALL NOT BE OBSTRUCTED.
CONTINUOUS WELD. C d}
FF-0.7' 5. ANY DEVIATION FROM THIS DETAIL REQUIRES ENGINEER'S
+ APPROVAL. CONTACT ENGINEER PRIOR TO CONSTRUCTION.
7
SD -a 29 TERRACE UNIT - LEFT SIDE
N.T.S. 20 DETAIL
r
ADJACENT CONCRETE 0,5" PRE -MOLDED, NON EXTRUDING, ASPHALT IMPREGNATL:D
WALK WITH EXPANSION JOINT < FIBERBOARD EXPANSION JOINT MATERIAL,
1" RADIUS NOSE WITH
SMOOTH TOOLED SURFACE. 3/8" SAW CUT JOINT PER VDOT PR-2
r
3000 P,S.i, CONCRETE r
TOOLED JOINT AT { 2" MIN COVER
EDGE OF TOOLED RADIUS,
TYP„ BROOM FINISH BEHIND.X_ x
C } 6" 3000 PSI CONCRETE �a
#4 REBAR IN NOSING C 28 DAYS HEAVY BROOM
77.
`j FINISH WITH 6x12 - W5,5 x :'<' . _ .
OF EACH TREAD W4 WWF Q. ° o a: o o D Q ° ° °°
1.5" MIN. COVER �Oo oo� moo r „0o��p oo�
j 6" COMPACTED 0 "'o o ery
6o � �8�
(PANSION JOINT-1/2" PREMOLDED, r AGGREGATE BASE o�O o��O o ° o ° o „°po °
N EXTRUDING ASPHALT r T NO VDO #21A / / / /
'REGNATED FIBERBOARD SEALED .1 / // /���/,
WITH 1/2" DIA. ELASTOMERIC r a
CAULK BEAD (TO MATCH WALK } COMPACTED
COLOR) RECESSED 1/2" FROM `�� SUBGRADE ALL JOINTS TO BE SLEEVED AND/
SURFACE ti OR DOWELED WITH 1.25" MIN.
ADJACENT DOWELS PER VDOT STD. PR-2
CONCRETE
F
SIDEWALK 30 CONCRETE PAVING - GARAGE ENTRIES PD-015
20 SECTION N.T.S.
` STEEL POST COMPLETELY PRIMED AND PAINTED (ABOVE
y GRADE ONLY) WITH 3 COATS FLAT BLACK EXTERIOR GRADE
_J ENAMEL
8" DIA, STEEL PIPE 0.5" GAUGE 7' LONG FILLED WITH 3000 PSI
j co CONCRETE
GRADE
l D
1111�--1i18 • ' � : 1111�1111
Ili Illll : 1 IN
� III-� � '• 9.� II
!, 111i ' ' • II I
3,000 PSI CONCRETE FOOTING AT 28 DAYS
ME
III" D v' •' D ,D a I
°'' III COMPACTED SUBGRADE 95% MODIFIED PROCTOR DENSITY IF IN
III IIIII=f1(Ivllll= 41 FILL, OTHERWISE EXISTING SUBGRADE.
8" 8" 8"
C2'
SD-D� 31 BOLLARD AD.007
N.T.Sr 20 DETAIL N.T.S.
4'-0" MIN,
DITCH WITH EC-3 LINING
SECTION
FILTER
FABRIC
SECTION
4'-0" MIN.
EC-3 LINING
TYPE A OR B
AS SPECIFIED
18" MIN.
ITYP.)
DD-004
N.T.S.
DD�DO1
1.5" SURFACE COURSE
VDOT STAI`
26" BASE
VDOT STAI
6" COMPA(
AGGREGAT
VDOT #21A
COMPACTE
SUBGRADE
ASPHALT PAVING
PD-003
N.T.S. 20 SECTION N.T.S,
6" MAX,
2" MIN.
PAVEMENT
3" MIN.
LAWN
GRADE
o
7; O
GRADE
ANCHOR
PLATE
D
-
'
-
2.5" MIN,
v
(I
4-#5 BARS
_
----IIIII
-. ' ..• _
.•.
4,-6„ LONG
' ,zzzz'
,•_•. a ,
(I�(
(eL.�-#4
TIES
,
350 3" O.C. TOP
:
a'
=IIIII
52)12" 0.0, REST
v
�-
=1'; .•,
',
4 ANCHOR
c°
BOLTS SIZED
°
N
' I D �
� p • •I: •
PER MANUF.
A
P D
10-1/2„
PLAN
CONDUIT
(TYP.)
COPPER GROUND
3000 PSI REINF.
CONCRETE
NOTE: CONTRACTOR TO REFER
TO MANUFACTURER FOR VERIFI-
CATION OF BOLT PATTERN AND
GROUNDING REQURIEMENTS.
PLAN AND SECTION
CONTRACTION 2" SMOOTH TOOLED EDGE (TYP.) JOINT LIGHT BROOM FINISH TO BE
PERPENDICULAR
TO DIRECTION OF TRAVEL
w
CC
>
EXPANSION JOINT
PLAN
EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL)
CONTRACTION JOINT 6' O.C. MAX.
OR AS SHOWN ON PLANS.
DEPTH SHALL BE 1.25" OR 25%
OF CONCRETE THICKNESS
MIN. CROSS SLOPE 1.5%;
WWF 6" X 6" W1.4xW1.4 MAX, 2%
WITH 2" MINIMUM COVER
3000 P.S.I, CONCRETE
AT 28 DAYS - ° •':° •... D':° •';:' 'D ..° °
AIR -ENTRAINED
COMPACTED AGGREGATE i9� °UQ
BASE VDOT #21A o 0 0 0 0 c
COMPACTED SUBGRADE / ///�//////�////
CONCRETE WALK
PLAN AND SECTION
SECTION
AD_002
N.T.S.
N.T.S.
WIDTH VARIES
1/4" SAWED OR TOOLED
JOINT X 1-1/4" DEPTH 4" , 2"
LIGHT BROOM FINISH 2" RADIUS
SEE ASPHALT PAVING
DETAIL
6" COMPACTEDDoZStu��
V AGGREGATEABASE
# W,��\
6"
, Y
MONOLITHIC CURD AND SIDEWALK PD-012
SECTION N.T.S.
4"
R=2 GUTTER SLOPE TO MATCH
ADJACENT PAVEMENT SLOPE
//\.p .. .D,•. .. .p. .
PAVEMENT
�\ :': a°.'. °''.':' : ' •'•:'.' '' r (VARIES)
THIS AREA MAY BE CONCRETE
AT OPTION OF CONTRACTOR 6" 24"
CONCRETE TO BE CLASS A3 BOTTOM OF CURB AND GUTTER
IF CAST IN PLACE; MAY BE CONSTRUCTED PARALLEL
4000 PSI IF PRECAST TO SLOPE OF SUBSURFACE
COURSES PROVIDED MINIMUM
DEPTH OF 7" IS MAINTAINED,
CURS WITH REVERSE CUTTER (REJECT) PO-013
SECTION N.T.S.
4„ R-2",
PAVEMENT
/\/ ° D D '° D • D °° ,• D '° i� (VARIES)
THIS AREA MAY BE CONCRETE
AT OPTION OF CONTRACTOR 6" 24"
CONCRETE TO BE CLASS A3 BOTTOM OF CURB AND GUTTER
PARALLEL
IF CAST IN PLACE; MAY BE CONSTRUCTED
4000 PSI IF PRECAST TO SLOPE OF SUBSURFACE
COURSES PROVIDED MINIMUM
DEPTH OF 7" IS MAINTAINED.
CURS AND GUTTER (ACCEP
SECTION
4"
CONCRETE TO BE CL,
IF CAST IN PLACE;
4000 PSI IF PRECAST
NOTE: DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3"
IN ORDER THAT BOTTOM OF CURB MAY COINCIDE WITH TOP OF A
COURSE OF PAVEMENT, OTHERWISE DEPTH TO BE 18" AS SHOWN.
VDOT STANDARDG-2 CURD
SECTION
PO-002
N.T.S.
ACE & BASE
ASE
PD_001
N.T.S.
/%1 r,
MCKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
pF13 '0�r
r�
STEVEN L. DRIVER
NO, 019933
0
0a�IAL��
V J
0i
Dp�
O
u
P4
rn
�e
< G
`
Ala
au
�3
Revisions:
1. 2/18/00 Wingwall Revisions
2.6/16/00 Agency Comments and
General Revisions
4.8/1/00 Agency Comments and
General Revisions
5.8/28/00 Agency Comments and
General Revisions
7.10/31/00 VDOT Comments
9,12/11/00 General Revisions
10.3/22/01 General Revisions
Scale:
As Noted
Date:
31 January 2000
Project No.:
9716
Designed:
ERF
Checked:
SLD
Sheet No.:
Of: 21
-
--- *, - --
L.UMINAIRE SCHEDULE
Symbol Label Qty Catalog Number Description Lamp File Lumens LLF
22" X 15" X 8" UNIT ED28 250-WATT CLR
A 60 VRS-III-250MH W/SEMISPECULAR METAL HALIDE: VR25h3rc.IES 20500 0.72
HYDROFORM REFLECTOR
STATISTICS
Description Avg Max Min Max/Min Avg/Min
Calc Zone "k1 1.6 fc 9.7 fc 0.0 fc N / A N / A
T-UNAIRE
LOCATIONS
No. Label
1 A
X
11298.4
Location
Y
7617.5
Z
16.0
MH
16.0
Orientation
28.5
Tilt
0.0
X
11300.8
Aim
Y
7621.9
Z
0.0
2
A
11364.0
7585.5
16.0
16.0
22.7
0.0
11365.9
7590.1
0.0
3
A
11392.9
7643.1
16.0
16.0
196.7
0.0
11391.5
7638.3
0.0
4
A
11354.5
7814.0
16.0
16.0
32.2
0.0
11357.2
7818.2
0.0
5
A
11441.5
7741.4
16.0
16.0
27.2
0.0
11443.8'
7745.8
0.0
6
A
11456.1
7807.4
16.0
16.0
208.4
0.0
11453.7
7803.0
0.0
7
8
A
A
11586.9
11508.5
7774.3
7723.0
16.0
16.0
16.0
16.0
179.7
12.5
0.0
0.0
11586.9
11509.6
7769.3
7727.9
0.0
0.0
9
A
11591.5
7708.0
16.0
16.0
358.6
0.0
11591.4
7713.0
0.0
10
A
11721.0
7788.0
16.0
16.0
165.6
0.0
11722.2
7783.2
0.0
11
A
11667.0
7709.5
16.0
16.0
353.3
0.0
11666.4
7714.5
0.0
12
A
11742.5
7722.5
16.0
16.0
350.3
0.0
11741.7
7727.4
0.0
13
A
11836.5
7836.0
16.0
16.0
152.1
0.0
11838.9
7831.6
0.0
14
A
11815.5
7751.0
16.0
16.0
334.9
0.0
11813.4
7755.5
0.0
15
A
11863.9
7776.9
16.0
16.0
335.4
0.0
11861.8
7781.4
0.0
16
A
11424.5
7948.0
16.0
16.0
33.3
0.0
11427.3
7952.2
0.0
17
A
11502.7
7895.8
16.0
16.0
14.5
0.0
11504.0
7900.7
0.0
18
A
11509.1
7943.9
16.0
16.0
209.7
0.0
11506.6
7939,6
0.0
19
A
11578.6
7919.6
16.0
16.0
187.4
0.0
11577.9
7914.7
0.0
20
A
11655.9
7875.4
16.0
16.0
0.0
0.0
11655.9
7880.4
0.0
21
A
11776.3
7970.8
16.0
16.0
156.8
0.0
11778,3
7966.2
0.0
22
A
11818.4
7940.7
16.0
16.0
279.8
0.0
11813.4
7941.5
0.0
23
A
11642.5
7919.8
16.0
16.0
169.8
0.0
11643.3
7914.9
0.0
24
A
11514.5
7835.0
16.0
16.0
15.4
0.0
11515.8
7839.8
0.1)
25
A
11700.0
7832.0
16.0
16.0
342.1
0.0
11698.5
7836.8
0.0
26
A
11364.5
7944.0
16.0
16.0
98.4
0.0
11369.5
794-3.3
0.0
27
A
11695.0
8093.5
16.0
16.0
153.4
0.0
11697.2
8089.0
0.0
28
A
11734.0
8053.7
16.0
16.0
336.0
0.0
11732.0
8058.2
0.0
29
A
11618.0
7959.0
16.0
16.0
0.0
0.0
11618.0
7964.0
OX
30
A
11633.0
8066.2
16.0
16.0
180.0
0.0
11633.0
8061.2
0.0
31
A
11278.7
7721.3
16.0
16.0
270.0
0.0
11273.7
7721.3
0.0
32
A
11514.5
8062.0
16.0
16.0
32.3
0.0
11517.2
8066.2
0..
33
A
11449.5
8053.0
16.0
16.0
63.4
0.0
11454.0
8055.2
OJI
34
A
11534.5
8116.0
16.0
16.0
235.6
0.0
11530.4
8113.2
0.0
35
A
11470.4
8218.7
16.0
16.0
123.1
0.0
11474.6
8215.9
0.0
36
A
11527.8
8230.2
16.0
16.0
283.7
0.0
11523.0
8231.4
0.0
37
A
11659.5
8152.5
16.0
16.0
65.9
0.0
11664.1
8154.5
0.0
38
A
11618.0
8234.0
16.0
16.0
63.4
0.0
11622.5
8236.2
0.0
39
A
11589.5
8308.0
16.0
16.0
197.1
0.0
11588.0
8303.2
0.0
40
A
11319.0
7779.5
16.0
16.0
313.0
0.0
11315.3
7782.9
0.0
41
A
11330.8
7875.5
16.0
16.0
221.8
0.0
11327.5
7871.8
0.0
42
A
11291.2
7934.6
16.0
16.0
250.7
0.0
11286.5
7932.9
0.0
43
A
11715.9
7690.6
16.0
16.0
327,0
0.0
11713.2
7894.8
0.0
44
A
11649.6
8021.8
16.0
16.0
342.0
0.0
11648.1
8026.6
0.0
45
A
11589.1
8019.9
16.0
16.0
31.3
0.0
11591.7
8024.2
0.0
46
A
11452.5
7984.5
16.0
16.0
219.8
0.0
11449.3
7980.6
0.0
47
A
11395.3
8036.2
16.0
16.0
239.5
0.0
11391.0
8033.7
0.0
48
A
11395.9
7844.5
16.0
16.0
210.4
0.0
11393.4
7840.1
0.0
49
A
11517.1
7786.0
16.0
16.0
196.9
0.0
11515.6
7781.2
0.0
50
A
11779.9
7807.4
16.0
16.0
157.3
0.0
11781.9
7802.8
0.0
51
A
11643.1
7772.6
16.0
16.0
182.2
0.0
11642.9
7767.6
0.0
52
A
11707.0
7936.4
16.0
16.0
152.4
0.0
11709.3
7932.0
0.0
53
A
11574.9
8073.4
16.0
16.0
205.6
0.0
11572.8
8068.9
0.0
54
A
11560.0
7877.3
16.0
16.0
5.8
0.0
11560.5
7882.3
0.0
55
A
11322.3
7680.7
16.0
16.0
205.1
0.0
11320.1
7676.2
0.0
56
A
11517.7
8167.1
16.0
16.0
270.0
0.0
11512.7
8167.1
0.0
57
A
11481.9
8114.4
16.0
16.0
38.6
0.0
11485.0
8118.3
0.0
58
A
11487.8
8288.3
16.0
16.0
15.3
0.0
11489.2
8293.1
0.0
59
A
11554.2
8262.7
16.0
16.0
62.2
0.0
11558.6
8265.1
0.0
60
A
11430.0
8302.3
16.0
16.0
24.1
0.0
11432.1
8306.9
0.0
0.0 0.0 0.0
0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0
L 1.2 0 0.6 0.4 0.3 0.2 0.3 0.4 �0.5 1 .6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0
3.1 5.5 3.2 2.2 1.6 1.7 f: 1. 0 0 5 l .0 .5 3.8 3.6 2.5 1. 8 0.3 0.1 0.0 0.0 0.0 0.0 0.0
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`' " NOTE: LIGHTING PLAN PREPARED FOR McKEE CARSON
°.° °.° °.° °•° �
���°�°.° °•° °•° °.° °.° °'° °•° °'° BY ILLUMINATION CONCEPTS & SALES, INC.
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THIS SHEET TO BE USED FOR
LIGHTING PURPOSES ONLY
/% I r,
McKEE CARBON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
804-979-7522
www.mckeecarson.com
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Revisions:
2.6/16/00 Agency Comments and
General Revisions
Scale:
NTS
Date:
31 January 2000
Project No.:
9716
Designed:
ICS
Checked:
ICS
Sheet No.:
Of: 21