HomeMy WebLinkAboutSDP200600082 Plan - Approved 2006-12-14Location Map
Scale: 1" =2000'
Sheet Index
WOOD RESIDENCE
Albemarle County, Virginia
FINAL SITE DEVELOPMENT PLANS
24 July 2006
NUMBER OF EMPLOYEES: 1
AREA STATISTICS:
PROPOSED BUILDING FOOTPRINT:
EXISTING BUILDING FOOTPRINT:
PAVED AREA:
TOTAL IMPERVIOUS AREA:
COMMON OPEN SPACE:
TOTAL AREA:
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS,
DATED 2001.
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE STANDARDS.
DATED 2001.
VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND
WATER, CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK,
THIRD EDITION, 2001.
ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS ADOPTED JANUARY 15, 2001.
EXISTING
7o - - - --
CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS
301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902
tele:434.979.7522 fax: 434.977.1194
General Notes
GENERAL CONSTRUCTION SITE CONSTRUCTION
ITEM
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY 16.THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS,1.UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT
11,CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN
5 -6
AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER
SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL, IF A
A
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 29,
ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF
LANDSCAPE AND LIGHTING DETAILS
RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE,SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE,
BE MADE BY THE ENGINEER.
BENCH MARK
THROUGH THE OWNER, PARKING FOR EMPLOYEE VEHICLES WILL BE
EROSION AND SEDIMENT CONTROL DETAILS
THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER
OHT
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
REVISED PAVEMENT DESIGN SHALL PROPERTY / RIGHT OF WAY LINE
STORM DRAIN PROFILE
ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING
SANITARY SEWER PROFILE
BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
Approvals
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION 17.ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES,2.CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE SETBACK LINE
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
DI
SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL CONTOUR
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
HEREAFTER ABBREVIATED VDOT). WHERE ANY DISCREPANCIES OCCUR, THE
AND CONFORM TO VDOT STANDARDS SB -1. NOTIFY ENGINEER IN ALL CASES.
REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
BE PROVIDED AT THE CONSTRUCTION SITE.INDEX CONTOUR
BS
REQUIREMENTS OF THE PERMIT SHALL GOVERN.TO THE OWNER.
3.STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BUILDING
2.ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION 18.ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR BE IN ACCORDANCE WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL FENCE
9.
METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF
12.
VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND HAVE A 2 -INCH LOCAL DEPRESSION.PAVEMENT
IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER
VDOT UNLESS OTHERWISE NOTED.
AND COMPLETED WITH THE SITE WORK. THE OWNERS SHALL BE NOTIFIED
RESEEDED IMMEDIATELY.4.ALL CURB INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION AT THIER THROAT WATER MAIN
AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION.DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL
TO PROMOTE POSITIVE DRAINAGE THE INLET. ALL YARD INLET RIM ELEVATIONS WATER VALVE
3.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN 19.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED,
LATEST EDITION.
SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE DETERMINED AFTEREL STORM SEWER
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE FINAL GRADING AT THE TIME OF FINAL ACCEPTANCE OF THE PROJECT.
32.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRELINES MUST BE
POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF
SANITARY SEWER
TEMPORARILY SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN
CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS 5.STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER MANHOLE
4.PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN STANDS ON ALL SLOPES.
TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S ESTIMATE.
OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE INLET
14.
IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR STANDARD VDOT END SECTIONS WHERE APPLICABLE.UTILITY POLE
ROCK BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT,
HIS DESIGNEE, DEEMED IT NECESSARY IN ORDER TO STABILIZE A DRAINAGE 20.THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE 6.STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER TELEPHONE PEDESTAL
CHANNEL OWNER AND THE BUILDING CONTRACTOR.OF THE INLET BOX.
AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL
15.ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION
OVERHEAD TELEPHONE
5.UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HDPE.21.PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED 7.UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO EXISTING EASEMENT
VDOT STANDARD PIPE BEDDING DETAIL PB -1 IS REQUIRED.THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE AND /OR PROPOSED SEWERAGE SYSTEMS. COORDINATE INTERGRATION OF BITUMINOUS PAVEMENTS
LOSS OF ANY MATERIAL STORED AT THE SITE, PARKING OF EMPLOYEE SYSTEM WITH ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION.CONCRETE PAVEMENT
6.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH VEHICLES WILL BE ACCOMMODATED AT THE SITE.CURB
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).8.ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS
22.AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE SHALL MEET THE LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE CURB WITH GUTTER
7.THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS MAINTAINED AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE WITH MUTCD STANDARDS, LATEST EDITION.GAS LINE
RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL CONTRACTOR.9.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE SWALE /DITCH
ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR RIP RAP
SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY 23.THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS OF ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER STORM DRAIN IDENTIFIER
ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES,TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER
PROCEEDING WITH WORK,RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR SANITARY SEWER IDENTIFIER
DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.UNDERGROUND ELECTRIC LINE
8.DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED OVERHEAD ELECTRIC LINE
UNLESS APPROVED BY THE ENGINEER /LANDSCAPE ARCHITECT.24.THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND WATER AND SANITARY SEWER UNDERGROUND TELEPHONE LINE
UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT
THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS,1.WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE OVERHEAD TELEPHONE LINE
9.
UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION,PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR REINFORCED CONCRETE PIPE
THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF FIRE HYDRANT
NON- EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE 25.THE CONTRACTOR WILL EXCLUDE THE COST OF ANY SITE OR OTHER TRASH THE WORK
YARD DRAIN
RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800- 552 - 7001).COMPACTORS. CONCRETE PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC 2.THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED TOP OF CURB
IS EXCLUDED.WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN,BOTTOM OF CURB
10.THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN
EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 26.THE POWER COMPANY WILL PERFORM ITS OWN WORK UP TO AND INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.LOW POINT
REVISIONS TO PLANS IF NECESSARY, THE EXISTENCE AND /OR LOCATION OF INCLUDING THE CONNECTION TO THE ELECTRIC METER FOR THE DROP INLET
UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT PROPOSED BUILDING. THE TELEPHONE AND CABLE TV COMPANIES WILL 3.ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CURRENT EDITION OF CLEAN OUT
AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PERFORM THEIR OWN WORK UP TO THE BUILDING.THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED
WATER METER
PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES BY ALBEMARLE COUNTY SERVICE AUTHORITY.
NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL 27.POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND 4.DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
TOP OF THE STAIRS
BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES OTHER FEES ARE PAID BY THE OWNER AND ARE EXCLUDED,BOTTOM OF THE STAIRS
DAMAGED DURING CONSTRUCTION, IF A UTILITY IS DAMAGED DURING 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"TOP OF THE WALL
CONSTRUCTION STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER.28.EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED 1- 800 - 552 - 7001).BOTTOM OF THE WALL
DEPARTMENT OF ZONING
Prepared For:
Bridgenet L.L.C.
P.O. Box 526
Charlottesville, Virginia 22902
T.
McKEECARSON
X - --
W - - -W --
S- - -S- -
S- - -S--0
OHT - - -OHT -
G- -G- -
UGE- -UGE -
OHE- -
TO BE REMOVED OR RELOCATED.
UGT - -UGT -
11,CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RCP
5 -6
6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER
LANDSCAPE AND BIO- FILTER PLANTING PLAN
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 29,PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED
LANDSCAPE AND LIGHTING DETAILS
MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE.
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
SITE DETAILS
THROUGH THE OWNER, PARKING FOR EMPLOYEE VEHICLES WILL BE
EROSION AND SEDIMENT CONTROL DETAILS
THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER
OHT
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
UTILITY DETAILS
ACCOMODATED ON THE SITE.
STORM DRAIN PROFILE
LINES, ETC.
SANITARY SEWER PROFILE
BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
Approvals
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 30.ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE ROADSIDE DITCHES.
HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION
DI
DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE 6 -INCH MINIMUM DIAMETER
CO
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
WM
AND CONFORM TO VDOT STANDARDS SB -1. NOTIFY ENGINEER IN ALL CASES.8,VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE
BS
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
ENGINEER ".31.UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A
MINIMUM OF 6- INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR 9.AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR
12.RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE ELEVATION (FFE). GRADES SHALL SLOPE A MINIMUM OF 5% AWAY FROM IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER
AND COMPLETED WITH THE SITE WORK. THE OWNERS SHALL BE NOTIFIED STRUCTURES TO A POINT WHERE EITHER PROPOSED /EXISTING GRADES. A OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT
AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION.DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST,
ADEQUATE AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE COLLECT AND DIRECT RUN -OFF AWAY FROM THE STRUCTURES.LATEST EDITION.
CONTRACTOR.
32.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT 10.BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRELINES MUST BE
13.BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EARTHWORK /GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL TEMPORARILY SHUT OFF TO PROVE DOMESTIC CONNECTIONS HAVE BEEN
EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.CONTRACTUAL OBLIGATIONS BETWEEN THE CONTRACTOR AND OWNER. OWNER PROPERLY MADE.
TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S ESTIMATE.
14.UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
ROCK BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT,33,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL
COMPACTION, EXPLORATION AND DISPOSAL,FILL MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION
AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL
15.ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION FROM THE SITE. ANY SUCH EARTH - MOVING ACTIVITY IS SUBJECT TO THE
LIMITS OF PAVEMENT, BUILDINGS AND WALL AREAS.APPROVAL OF THE OWNER AND ENGINEER,
DEPARTMENT OF ZONING
Prepared For:
Bridgenet L.L.C.
P.O. Box 526
Charlottesville, Virginia 22902
T.
McKEECARSON
X - --
W - - -W --
S- - -S- -
S- - -S--0
OHT - - -OHT -
G- -G- -
UGE- -UGE -
OHE- -OHE-
UGT - -UGT -
OHT - -OHT -
RCP
5 -6
FH
7 -8
TC
BC
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PROPOSED
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COVER SHEET AND NOTES 1
EXISTING CONDITIONS AND DEMOLITION PLAN 2 -3
4LAYOUTPLAN
GRADING AND BMP PLAN 5 -6
EROSION AND SEDIMENT CONTROL PLAN 7 -8
LANDSCAPE AND BIO- FILTER PLANTING PLAN 9 -10
PHOTOMETRIC PLAN 11
LANDSCAPE AND LIGHTING DETAILS 12
13SITEDETAILS
UGT -
EROSION AND SEDIMENT CONTROL DETAILS 14
OHT
15UTILITYDETAILS
STORM DRAIN PROFILE 16
SANITARY SEWER PROFILE 17
Approvals
FIRE OFFICER
ALBEMARLE COUNTY SERVICE AUTHORITY
DEPARTMENT OF BUILDING CODE
ARCHITECTURAL REVIEW BOARD
VIRGINIA DEPARTMENT OF TRANSPORTATION
REVISIONS: 08/28/2006: Resubmittal Of Final (Before Preliminary) Site Plan
10/09/2006: COUNTY COMMENTS
Site Data
OWNER /DEVELOPER:
ZONING:
TAX MAP / PARCEL:
MAGISTERIAL DISTRICT:
SETBACKS:
DWELLING UNITS:
PARKING REQUIREMENTS:
4 DWELLING UNITS = 8 SPACES
433 GROSS S.F. OFFICE = 2 SPACES
TOTAL REQUIRED SPACES = 10 SPACES
TOTAL PARKING PROVIDED = 10 SPACES
1 HANDICAP SPACE INCLUDED
GG G-
8
UGE UGE
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Site Speci
RMW B. MI
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ROBERT B. McKEE
CERTIFICATEN .147
1. DATUM: USGS,
2. TOPOGRAPHIC INFORMATION FROM DOMINION DEVELOPMENT RESOURCES, LLC.
CHARLOTTESVILLE, VA, DATED 07/24/06. BENCHMARK:
PK NAIL SET IN POLE ELEVATION 595.63.
3. BOUNDARY INFORMATION FROM PLATS OF RECORD BY DOMINION DEVELOPMENT
RESOURCES, LLC. CHARLOTTESVILLE, VA, DATED 07/24/06.
4. LAND USE: MULTI - FAMILY RESIDENTIAL R -6,
5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN.
7. MAIL WILL BE DELIVERED INDIVIDUALLY TO EACH OFFICE BUILDING AND
RESIDENTIAL UNIT.
BUILDING USE STATISTICS:
OFFICE:
RESIDENTIAL:
5,693 SF
1,422 SF
10,750 SF
16,443 SF
61,965 SF
78,930 SF
0 SF
455.5 SF
0 SF
1,537 SF
5,069.5 SF
4,431 SF
11,493 SF
7.2%
1.8%
13.7%
20.8%
78.5%
100%
IZ - -o6
DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
z .c //- /7 zoo(c
DEPARTMENT OF ENGINEERING
BASEMENT
FIRST FLOOR
SECOND FLOOR
BASEMENT:
FIRST FLOOR:
SECOND FLOOR:
TOTAL AREA:
MAXIMUM HEIGHT OF STRUCTURES: 35'
GROSS RESIDENTIAL DENSITY: 0.45 AC PER UNIT
Utility Contacts
1
2.
SPRINT (TELEPHONE)
2211 HYDRAULIC ROAD
P.O. BOX 6788
CHARLOTTESVILLE, VA 22906
MAIN NUMBER: (434) 971.2653
LOCAL CONTACT: PETE PERKINS
DOMINION VIRGINIA POWER (ELECTRIC)
1719 HYDRAULIC ROAD
CHARLOTTESVILLE, VA 22901
MAIN NUMBER: (434) 972.6759
LOCAL CONTACT: CHRIS BJELLAND
ITE Tri Generation Data
3. ADELPHIA (CABLE)
400 WESTFIELD ROAD
CHARLOTTESVILLE, VA 22901
MAIN NUMBER: (434) 951.3725
LOCAL CONTACT: WES PARKER
4. BFI (TRASH)
1831 AVON STREET EXTENDED
CHARLOTTESVILLE, VA 22902
MAIN NUMBER: (434) 295.4177
LOCAL CONTACT: JIM WYNNE
CONDOMINIUM /APARTMENTS (4 DWELLING UNITS)
AM PEAK HOUR: 4 DUI X .56 = 2.24 28% ENTERING, 72% EXITING
PM PEAK HOUR: 4 DUI X .67 = 2.66 61% ENTERING, 39% EXITING
SOURCE: RE: TRIP GENERATION, VOL. 1, 6TH ED.)
BRIDGENET LLC
P.O. BOX 526
CHARLOTTESVILLE, VIRGINIA 22902
434) 963 -4676
R -6
TMP 45 -95
RIO 1
FRONT: 25 FEET
SIDE: 15 FEET
REAR: 20 FEET
4 UNITS (4APARTMENTS)
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Sheet No.: I
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COUNTY SCHOOL BOARD OF ALBEMARLE /ZONED R -6 RESIDENTIAL °° _ - - - -''
TAX MAP 45 PARCEL 95A /' 01 //LAND USE: INSTITUTIONAL /
D.B. 1128 PG. 654 (PLAT) / y
D.B. 1128 PG. 650 / / /t
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Demolition Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREESSCHEDULEDTOREMAINOUTSIDELIMITSOFCONSTRUCTIONORNOTEDTOBEREMOVED.
2. CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION
3. NO CHANGE IN NATURAL OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALLBEMADEUPONANYLOTTHATCOULDADVERSELYAFFECTTHEOWNEROFANOTHERLOT.
4. NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT.
5. EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING
OPERATIONS, MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED,SHALL BE DISPOSED OF OFF- SITE IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES.
Demolition Legend
X SINGLE ELEMENT TO BE DEMOLISHED ABANDONED AND /OR RELOCATED
AREA TO BE DEMOLISHED
288 TREELINE TO BE DEMOLISHED
General Notes
1. ALL DISTURBED AREAS WITHIN THE CONSTRUCTION ZONE WILL BE MULCHED WITH NATIVELEAFANDPINENEEDLELITTER. WOOD CHIPS FROM CLEARING OPERATIONS MAY BE ADDEDTONATIVELEAFLITTERORSCATTEREDINUNDISTURBEDAREAS.
2. TREE AND TOPOGRAPHIC INFORMATION BY DOMINION DEVELOPMENT RESOURCES, LLC. 7/24/06.BENCHMARK: BENCH MARK IS 595.37, NAIL WITH FLASHER
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TAX MAP 45 PARCEL 94
5.908 ACRES (RECORD)
LAND USE: VACANT
D.B. 985 PG. 732 (PLAT)
D.B. 697 PG. 223 p
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TO BE REMOVED / \ —
O ; i i D.B. 416 PG. 101
300AK
CONCPPF_i y AKlNV /h/ = 59595 f v
OUT = 59505 —_- N70 ° 75'07 - E
7
STOOD 6UR t— 1 6004TIC
F 669
DIP
Scale 1"_20'Cnntnur Intur..o_9•
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE VA 72902
t.'434-979-7522
f: 434977 -1194
www.mckeecarson.com
McKee Carson and Few sport Concepts, Ltd.
reserves its common law copyright and other
Property rights in these drawings. M ideas,
designs, sections, details, and plans are the
Property of McKee Corson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Corson or Field
Sport Concepts, Ltd.
TH p
BERT B. MCKEE'
NO 778
r0 AL
Revisions:
1.08/28/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2 10/09/2006 County Comments
Scale:1"=2(Y
Date:07/24/06
Project No.:0612
Designed:LWH
Checked:JHM
1
O
U 0
W Q
V U)
1
z
OOG1FO
rO
V
W
Revisions:
1.08/28/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2 10/09/2006 County Comments
Scale:1"=2(Y
Date:07/24/06
Project No.:0612
Designed:LWH
Checked:JHM
Sheet No.:
17
0 20 40 80
AgnrHrtE /em- i- f
EXISTING SANITARY SEWER MANHOLE
TOP = 53277'
NV. /N - 52112'
INV. OUT = 52102'
D .OP 533,0 P /PE
CDON °C .SIEWftLK_. D D .. -
INV. N 629.30
D INV. OUT = 529.20'
DI -7
TOP - 54403'
15" CONCRETE PIPE
INV, OUT - 536.58"
V. OT
527.79
U /
fOM lP
p
b %,1
D I
f2POP
DI -7
TOP - 533.34'
15" CONCRETE PIPE
INV. IN = 528.20'
INV. OUT= 528.10'
10 - n
o o
18" CONC. PIPE o S20 °21'36 "wINV. IN = 516.75: —.
RDRAIL__
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 21902
t: 434 -979 -7522
f: 434 -977 -1194
www.mckeecarson.com
McKee Carson and Feld 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 Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
TH OF
ROBERT B. MCKEE
RIP
COUNTY SCHOOL BOARD OF ALBEMARLE
ZONED R -6 RESIDENTIAL
TAX MAP 45 PARCEL 95A
LAND USE: INSTITUTIONAL
D.B. 1128 PG. 654 (PLAT)
D.B. 1128 PG. 650
12" CONC. PIPE
INV. IN < 52764'
INV. OUT = 523.12"
At 1 0
I
146CH
I j l 1
I 3 2
If
8' CHAINLINK
Scale 1 " =20'Contour Interval =2'
I /
1 / /
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COUNTY OF ALBEMARLE
ZONED C -1 COMMERCIAL
TAX MAP 45 PARCEL 94
5.908 ACRES (RECORD)
LAND USE: VACANT
D.B. 985 PG. 732 (PLAT)
D.B. 697 PG. 223
N7. 7783
ON L 113
Scale:1" = 20'
Date:07/24/06
Project No.:0612
PIV
LWH
A1t /i
JHM
i Ifiy
12WHT P'
f--1
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12WHT PN
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 21902
t: 434 -979 -7522
f: 434 -977 -1194
www.mckeecarson.com
McKee Carson and Feld 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 Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
TH OF
ROBERT B. MCKEE
RIP
COUNTY SCHOOL BOARD OF ALBEMARLE
ZONED R -6 RESIDENTIAL
TAX MAP 45 PARCEL 95A
LAND USE: INSTITUTIONAL
D.B. 1128 PG. 654 (PLAT)
D.B. 1128 PG. 650
12" CONC. PIPE
INV. IN < 52764'
INV. OUT = 523.12"
At 1 0
I
146CH
I j l 1
I 3 2
If
8' CHAINLINK
Scale 1 " =20'Contour Interval =2'
I /
1 / /
r
10
POPI
II
1
t I I
r
i
O/ /
18M4P
I /
I
CD
OPOP
18
o
COUNTY OF ALBEMARLE
ZONED C -1 COMMERCIAL
TAX MAP 45 PARCEL 94
5.908 ACRES (RECORD)
LAND USE: VACANT
D.B. 985 PG. 732 (PLAT)
D.B. 697 PG. 223
N7. 7783
ON L 113
Revisions:
1.08/28/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2W6 County Comments
Scale:1" = 20'
Date:07/24/06
Project No.:0612
Designed:LWH
Checked:JHM
O
f--1
W
U O
4 C_
OO
o
O
c
I --I
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Revisions:
1.08/28/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2W6 County Comments
Sheet No.: 11
IZ'' ° Of 17
0 20 40 80
Scale:1" = 20'
Date:07/24/06
Project No.:0612
Designed:LWH
Checked:JHM
Sheet No.: 11
IZ'' ° Of 17
0 20 40 80
1 S
O
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N N
6' j 12
15
15 3'
15.7'
5.3' -
Inset
N00 ° 00'00 "E 50.00'
General Notes
1. THE DUMPSTER WILL BE ROLLED OUT FOR THE GARBAGE TRUCK TO PICK UP AS NEEDED.
2. REFER TO ARCHITECT'S DRAWINGS FOR BUILDING HEIGHTS.
3. REFER TO ARCHITECT'S DRAWINGS FOR BUILDING DIMENSIONS.
4. ALL SIDEWALKS WITHIN THE SITE ARE HANDICAP ACCESSIBLE.
5. CURB CUT TO ALLOW SHEET FLOW TO BIOFILTER
LINE REPRESENTS CONSTRUCTION LINES FOR DIMENSIONS ONLY.
SIMILAR TO I -J/12
32.2'
39.1' 5.5'
32.7' L 29.7"
12
UMPSTE
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12
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10.7'
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t'434-979-7522
f: 434-977 -1194
www.mckeecarson.com
McKee Carson and Feld 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
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or field
Sport Concepts, Ltd.
T H OF
ROBERT B.MCKEE_
NO 7783
l
s ONA
F-
Revisions:
1.08/28/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Scale:
V
Date:07/24/06
Project No.:
a O
LH
Checked:JHIvl;RBM
W O'U I
Z
Revisions:
1.08/28/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Sheet No.:
IZ -01
Of. 17
0 10 20 40
Scale:1" = 10'
Date:07/24/06
Project No.:0612
Designed:LH
Checked:JHIvl;RBM
Sheet No.:
IZ -01
Of. 17
0 10 20 40
O
Cb
A Q
PROPOSED 20' SEWER EASEMENT;
REFER TO EASEMENT PLAT "B" BY
DOMINION DEVELOPMENT
RESOURCES, LLCq
COUNTY OF ALBEMARLE
C ZONED C -1 COMMERCIAL
TAX MAP 45 PARCEL 94
5.908 ACRES (RECORD)a '
LAND USE: VACANT
D.B. 985 PG. 732 (PLAT)
D.B. 697 PG. 223
N 244.69•N08 ° 45 ' 48..
ZONED R -6 RE
TAX MAP 45 P
LAND USE: INS
D.B. 1128 PG. 6
D.B. 1128 PG. 6
OF ALBEMARLE
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CONTRACTOR
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RILES L 8 BA
D R -6 RESIE
MAP 45 PAF
USE: RESID
416 PG. 101
incr and T T +ili+t>• AT.. +a,,
STRUCTURE
ID
STRUCTURE
TYPE
TOP ELEV INVERT
IN
INVERT
OUT PIPE DESCRIPTION
IN -1 DI -3B CURB INLET 587.05 584.00
RBM
58.83 L.F. 15" HDPE fat 1.36%
IN -2 DI -3B CURB INLET 586.20 583.20 583.00
F-I
W
24.08 L.F. 15" HDPE fol 2.08%
OUTLET TO BI FI TER 582.50
ca Q
O
Storm Sewer Structure Schedule
Legend
OSTORM INLET IDENTIFIER
O EX. SANITARY MANHOLE IDENTIFIER
PROP. SANITARY MANHOLE IDENTIFIER
I I INLET (SEE SCHEDULE FOR TYPE)
SCC STORMWATER CONVEYANCE CHANNEL
rn
N EC -2 SOIL STABILIZATION MATTING
TREATMENT -1)
TONpEM€RIT /
OFILTER /
PENSACOLA
Scale 1 " -20'Contour Interval_2"
Ij
1j V
Y
0OF IV \
1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION
LIMITS INDICATED ON THE E&S PLAN.
2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS
TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS
FOR SWALES OR CHANNELS WILL NOT BE PERMITTED.
3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS.
4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS,
ELECTRIC).
5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS
ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH
BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER
PRIOR TO INSTALLATION.
6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH
ELECTRIC TRANSFORMERS, CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS /CODING
ARE NOT PAINTED.
7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER.
8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER, SERVICE PROVIDER
SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL
CONDUITS.
9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE
LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY).
10, CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR
TO INSTALLATION.
11. ANY ADDITIONAL CUT /FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER /ARCHITECT/
ENGINEER FOR BEST LOCATION.
12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY.
General Construction Notes
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT
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.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,GRADING OR OTHER CONSTRUCTION,
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM
ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES,
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434- 979 -7522
f: 434977-1194
www.rnckeecarson.com
McKee Cason and Feld Sport Concepts, Ltd.
reserves Us common law copyright and other
property rights in these drawings. All ideas,
designs, sectians, details, and plans are the
property of McKee Carson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
TH OF
BERT B. MCKEE
NO 778
f `S D mow;
ss Gl
M 2006 Resubmittal Of
Final (Before-Preliminary)
Site Plan
2.10/09/2006 County Comments
3.11/06/2006 ACSA Comments
Scale:1" = 20'
Date:07 /24/06
Project No.:0612
Designed:BKT
Checked:RBM
iy F-I
W
FI
Un
F1 ca Q
O
Qr Ir
F_i
Q
r
V
M 2006 Resubmittal Of
Final (Before-Preliminary)
Site Plan
2.10/09/2006 County Comments
3.11/06/2006 ACSA Comments
Sheet No.:
II Git jZ"'1y'a Of: 17
0 20 40 80
Scale:1" = 20'
Date:07 /24/06
Project No.:0612
Designed:BKT
Checked:RBM
Sheet No.:
II Git jZ"'1y'a Of: 17
0 20 40 80
AgnrHrtE /em -1 -1
EXISTING SANITARY SEWER MANHOLE
TOP = 532 77'
INV IN - 52112'
NV OUT 521,02'
o
OAPG..SIDEWA[K. : o ----- -
L _ 206,10 L.F, 8" PVC MH1I® 1.03/.
3' - AR - -__ 1 . / `• 2
2CHRY 72C
VVIVI.,. JIVL VV f1Lf\
18" CONC. PIPE ---- °. 820 °21'36•.W 468.57IN ,Dl 7 V.. 1N = 5!6.7,5: - . o .: '.
TOP 533
5" CONCRETE PIPE
GUARDRAIL -cINV. IN _ 528.20'
IN V. OUT > 528.10' o .
D/-7
0TOP > 533.05' - -" o "
15" CONCRETE PIPE . --- . ' -g - o o.5a'F
1NV IN - 529.30' °" g- 87.x0 LA " P V N - -_,-
IN V. OUT 529.20'
12 TR
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15 -
NV.Legend IN
CONCRETE
OUT _ 536.5858"
O EX. SANITARY MANHOLE IDENTIFIER
PROP. SANITARY MANHOLE IDENTIFIER
ing -and Utility Notes
1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION
LIMITS INDICATED ON THE E &S PLAN.
2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS
TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS
FOR SWALES OR CHANNELS WILL NOT BE PERMITTED,
3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS,
4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS,ELECTRIC).
5, ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS
ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH
BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER
PRIOR TO INSTALLATION,
6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH
ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS /CODING
ARE NOT PAINTED,
7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER,
8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER
SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALLCONDUITS.
9. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE
LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY).
10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR
TO INSTALLATION.
11. ANY ADDITIONAL CUT /FILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER /ARCHITECT/
ENGINEER FOR BEST LOCATION.
12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY.
Scale 1 " =20'Contour Interval_2'
J
I
of I I l If
12" CONC. PIPE (
INV. IN = 52764' - - - - - - - _ - _ \ i 1 I
INV. OUT 523.12' - - - - - - - - r I !
r / If
1 it IF
i .. `
A2POP I I
i I
c, I COUNTY ALBEMARLE
I r ZONED C -1 -1 COMMERCIAL
i ) ! / TAX MAP 45 PARCEL 94
4" 1i I 1 1 I ! 5.908 ACRES (RECORD)
II i 1 p 14DfL rR f 1 LAND USE: VACANT
I D.B. 985 PG. 732 (PLAT)
t i r I D.B. 697 PG. 223
r v !o
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RESOURCES, LLC
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COUNTY SCHOOL BOARD OF ALBEMARLE
ZONED R -6 RESIDENTIAL - _ I / 1 0 !
TAX MAP 45 PARCEL 95A /J
LAND USE: INSTITUTIONAL -1 r ! r =\
D.B. 1128 PG. 654 (PLAT)
D.B. 1128 PG. 650
GON0
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHfTECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
Y. 434- 979 -7522
f: 434977 -1194
www.mckeecarson.com
McKee Carson and Feld Sport Concepts, Ltd.
reserves its common low copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Corson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
ALTH OF
r,
ROBERT B. MCKEE
NO 778
oB j0N L fi G '
1.' 2006 Resubmittal'Of
Final (Before Preliminary)
site Plan
2.10/09/2006 County Comments
3.11/06/2006 ACSA Comments
Scale:1 °_20°
Date:07 /24/06
Project No.:0612
Designed:BKT
Checked:RBM
I
0
O J
1.' 2006 Resubmittal'Of
Final (Before Preliminary)
site Plan
2.10/09/2006 County Comments
3.11/06/2006 ACSA Comments
Sheet No.:
6W em - o b Of: 17
0 20 40 80
Scale:1 °_20°
Date:07 /24/06
Project No.:0612
Designed:BKT
Checked:RBM
Sheet No.:
6W em - o b Of: 17
0 20 40 80
General E&S Control Notes: (VI -15: VESCH)
I
ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND '^ M ;
1
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING i h
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION ANDSEDIMENTCONTROLHANDBOOKANDVIRGINIAREGULATIONSVR625 -02 -00 EROSION i i / Is,
S
AND SEDIMENT CONTROL REGULATIONS.
ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE i i / l /
1
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 06DISTURBINGACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ' i ice' i /
ES -3. FIRST SANDECLEARING MEASURES ARE TO BE PLACED PRIOR TO OR AS THE /; % - -y /
ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINEDONTHESITEATALLTIMES.
SF
ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATEDONTHESEPLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS),THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE / > OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ;
y 'ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSIONCONTROLMEASURESNECESSARYTOPREVENTEROSIONANDSEDIMENTATIONASDETERMINEDBYTHEPLANAPPROVINGAUTHORITY.
iES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES ATALLTIMESDURINGLANDDISTURBINGACTIVITIESANDDURINGSITEDEVELOPMENTUNTIL vFINALSTABILIZATIONISACHIEVED,
ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING ~ c)
DEVICE.
ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND • _ _ - _- _ _ O
TER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP i -- - -TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE -IMMEDIATELY. - -
i NOS-45' 49 24
SEDIMENT TRAP
A= 1.4AC.
ELEV L W D Z coi ,i
BOTT 30 15
4.0 1.0
WET /DRY 38 23 O OUTLETPROTECTION
DRY /WEIR 47 32
2.25 2.0
OUTLET - >> S _ RIP \ 'tPROTECTION2 _ X SF z INV OUT
D50 2" - --
o -SEE SEDIMENT + -= -
J
WEIR 8.4 3.0 (EL. 574) o TRAP DETAIL' 578.
INV OUT SA/VIrA 00 \ \_ % X _
i9 574.00 RY tqT
ST BF -I - - DD - - -- - - -I \0 1
1
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OUTLET
i
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l l ' D50 = 4" ` 2
i z S 7 i I OUTLET - - -_- `\ 82.50 T ` w°
y PROTECTION_ _ a
INV OUT i
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r r SO °00'Of 50 X00' "t -O I
1 1 1
20 % L,F ' HDPIF, 81. OUT
579.00
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584 CISTERN
o; f °' - OP Sr,
Legend
Scale:1" = 20'
SAFETY FENCE
Project No.:
E. & S. STD. & SPEC. NO. 3.01 X- - -
RKT
CONSTRUCTION ENTRANCE
RBM
CE E. & S. STD. & SPEC. N0, 3.02
WIRE SUPPORTED SILT FENCE
O
E. & S. STD. & SPEC. NO. 3.05 -1 X -X-
SF SILT FENCE (WITH OUT WIRE SUPPORTI
F--1
E. & S. STD. & SPEC. NO. 3.05 -2 X X-
OGRAVELIP CURB INLET SEDIMENT FILTER
E. &S. STD. & SPEC. N0, 3.07 -6
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OTEMPORARY DIVERSION DIKEDDE. & S. STD. & SPEC. NO. 3.09
t-I
Q
TEMPORARY RIGHT OF WAY DIVERSION
O
E. & S. STD. & SPEC. NO. 3.11
U)
TEMPORARY SEDIMENT TRAP
E. & S. STD. & SPEC. NO. 3.13
STORMWATER CONVEYANCE CHANNEL
E. & S. STD. & SPEC. NO. 3.17
OOUTLET PROTECTION
O
E. & S. STD. 8 SPEC. NO. 3.18 6q
SR SURFACE ROUGHNENING
O
E. & S. STD. & SPEC. NO. 3.29
TO TOP SOILING
w
E. & S. STD. & SPEC. N0, 330
OPERMANENT SEEDINGE. & S. STD. & SPEC. NO. 3.32
MU MULCHINGE. & S. STD. & SPEC. NO. 3.35
SOIL STABILIZATION BLANKET MATTINGE. & S. STD. & SPEC. NO. 3.36
TREE PRESERVATION AND PROTECTION
E. & S. STD. & SPEC. NO. 3.38 l
ODUST CONTROL X
E. & S. STD. & SPEC. N0, 3.39
BF BAFFLE
LIMIT OF DISTURBANCE
DRAINAGE AREA DA
PS _ % -e3 Notes
w / _ s _ \
o w 1 S zs , / REOUIRED FILL FOR THIS SITE MUST COME FROM A BORROW SITE WITH AN APPROVED
PROPOSED BUILDING
o I 1
E &S PLAN, NAME AND ADDRESS OF THE OWNER MUST BE PROVIDED TO THE COUNTYJ
P ! I TO VERIFY AT OR BEFORE THE PRE CONSTRUCTION MEETING. IF THE SITE IS STILLUNKNOWNATTHETIMEOFCONSTRUCTION, THE CONTRACTOR MUST USE FILL FROMADDITIONAL20' o / i / > -I- I x _ AN APPROVED SUPPLIER
O F WIRE SUPPORT z I /! I D ¢ i _ - -. __ MU
I SF 1. h/SILT FENCE 1 r - 1 _ I I O ` v 2. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THEFORMOREDETAIL / I / ¢z -SEE E &S DETAIL SHEET) 45.80 L.F. IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBINGi585i \ SHALLBEVIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND
6" HDPE 17.83 L.F. HDPE TWO OUTffrT , ` t , l t Ph / ACTIVITY.T"
PROTE y(ON i 1 1 ird 2 ' 8 ° RIPRA i
D50 Q I I 3, ALL EROSION ANDSEDIMENT CONTROL MEASURES SHALL BE MAINTAINED ANDEDGEOF40' OF
I
I - \ REPAIRED A NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLYa ! SILT FENCE WITH * ' CISTERN Sgp oar - i i ' ' STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THEWMIDIRESUPPORTOF / METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOKOAF:- HEIGHT 24" ON / I '.
G \ OR EACH CONTROL MEASURE SPECIFIED,
1 1
UhID LEVEL OF 575 SF ! ' cn ~
i I V OU I
X
r To s tf _ 5 3.00 r EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY,4
AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL.y 4ADfTFO LCIRE 5. PERMANENT AND /OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALLDISTURBEDAREASWITHIN7DAYSAFTERFINALGRADEISESTABLISHEDONANYCET - 58.83 L.F. 24 08 L F. ' /
PORTION OF THE SITE. ANY DISTURSEAE ($OR fif9R TAfL - -- - SR j ', 15" HDPE P , y 15 HD
0 0
E -.', /i ` B BED AREAS WHERE CONSTRUCTION ACTIVITIES WILLStlEFAILSHEET) k 5 No / _' IP ra 1.366 ra 2.08°E HALTED FOR LONGER THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THEPRIVATE) (P E) ` 'i LAST CONSTRUCTION ACTIVITY.IVA PERMANENT STABILIZATION SHALL BE APPLIED TO AREASTHATARETOBELEFTDORMANTFORMORETHANONEYEAR.
6 SURFACE ROUGHENING IE &S STD. & SPEC. 3.291 SHALL BE PROVIDED ON ALL SLOPES
V $ /
PROPOSED ENTRANCE EA$EMENT;
f-" -
GREATER THAN 3:1.v 5 > / - - o
J /REFER TO EASEMENT PLAT! "A" BY
DOMINION DEVELOPMENT
RESOURCES, LLC \ -
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7 - --
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GO /VC P /PE
flf _ ,585
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i7
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MINIMUM 18"
w i VERTICAL
SEPARATION
cn 'RE ED
BET WEEN ST
DRAINWATERALATE L
LLI _ _ -
PREDEVELOPMENT
DRAINAGE a
z FOR SEDIMENT TRAP
1.13 ACRE
S -
1GIAXiMUM -___ _
CDC ADDITIONAL AREA ' DRAINAGE AREA i
F 0.2TACfiE AFTE ' FOR SEDIMENT TRAP
GRADING 1 A ACREr - ;
Nio -15,0 ,E E TER
1 ,
1" DIRECT TA
INTO THE MAINDA (CONTRACTOR TO e
CONNECT TO \
THE EXISTING 8" o'/ Cif
WATER MAIN) ; 4 , ` rE
ci
7. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THEEROSIONANDSEDIMENTCONTROLPLANBYALBEMARLECOUNTYANDTHEISSUANCEOFAGRADINGPERMIT.
8. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION ANDSEDIMENTCONTROLMEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDINGSTRUCTURESANDFOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIANCIRCULATIONAREASANDENVIRONMENTALQUALITY.
9 THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKSAND /OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLICORPRIVATEROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS,ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADSAREMAINTAINEDINACLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES,
10. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUTANDPLACEDATASUITABLELOCATIONASREQUIREDANDWHENTHESITEHASBEENSTABILIZEDFROMFURTHEREROSION.
11. SEDIMENT BUILD -UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLELOCATIONWHENTHESITEHASBEENSTABILIZEDFROMFURTHERSOILEROSION. SEDIMENTSHALLNOTBEALLOWEDTOBUILDUPINCULVERTSBLOCKINGFREEFLOWTHROUGHTHECULVERTS.
12, A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCKSHUTOFFVALVESUPPLYINGAWASHHOSEWITHADIAMETEROF1.5 INCHES FOR ADEQUATE
AN AP ROVED AREA WA ALLSEDIMEN SHALL BE
ENT TO
FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES.
13. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED.
14. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSIONTRAPSPLEASESCONSULTANDSCPEARCHICTENGINEERSBEFOREAINFO
DIVERSION DIKES,
15. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED.
16. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE.
17. SEDIMENT BASIN 1 WILL BE CONVERTED TO STORMWATER RETENTION POND WHILE SEDIMENTBASIN2ANDSEDIMENTTRAPWILLBEREMOVEDAFTERTHECOMPLETIONOFPHASE3.
Scale 1" =20'Cnntnur In4orvel -0'
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434- 979 -7522
f: 434977 -1194
viww.mckeecarson.com
McKee Cason and Field Sport Concepts, Ltd.
reserves Its common law copyright and other
property rights in these drawings. M ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
Op
ROBERT B. MCKEE"
NO 7783
N
Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Scale:1" = 20'
Date:07/24/06
Project No.:0612
Designed:RKT
Checked:RBM
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Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Sheet No.:
Of 17
0 20 40 80
Scale:1" = 20'
Date:07/24/06
Project No.:0612
Designed:RKT
Checked:RBM
Sheet No.:
Of 17
0 20 40 80
EXI=TING oAIVITq R K OE I/ ER MANHOL E
7 O 532.71'
I INV OUT . 52 >02'
IF
s= '- s------ - 7
General E&S Control Notes: M -15: VESCH)
ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING -
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND TOP : t03'
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION 15" C'ON PIPE
AND SEDIMENT CONTROL REGULATIONS. /A'V. OUT 53E.58"
ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE \ ,
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THEFIRSTSTEPINLANDCLEARING.
ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINEDONTHESITEATALLTIMES.
ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED
ON THESE PLANS (INCLUDING, BUT NOT LIMITED T0, OFF -SITE BORROW OR WASTE AREAS).THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE
OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE PLAN APPROVING AUTHORITY.
ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTILFINALSTABILIZATIONISACHIEVED.
ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERINGDEVICE.
ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP
TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADEIMMEDIATELY.
Notes
1. REQUIRED FILL FOR THIS SITE MUST COME FROM A BORROW SITE WITH AN APPROVED E &SPLAN. NAME AND ADDRESS OF THE OWNER MUST BE PROVIDED TO THE COUNTY TO VERIFY
AT OR BEFORE THE PRE CONSTRUCTION MEETING. IF THE SITE IS STILL UNKNOWN AT THE TIME
OF CONSTRUCTION, THE CONTRACTOR MUST USE FILL FROM AN APPROVED SUPPLIER.
2. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE
IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS
NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE
AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED.
4, EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTEREACHRAINFALLANDATLEASTONCEDAILYDURINGPROLONGEDRAINFALL,
5. PERMANENT AND /OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED
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 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION
ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFTDORMANTFORMORETHANONEYEAR.
6. SURFACE ROUGHENING (E &S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPESGREATERTHAN3:1.
7. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE
EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE
OF A GRADING PERMIT.
8 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
CIRCULATION AREAS AND ENVIRONMENTAL QUALITY.
9 THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS
AND /OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC
OR PRIVATE 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.
10. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT
AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN
STABILIZED FROM FURTHER EROSION.
11. 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 BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THECULVERTS.
12. A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK
SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1,5 INCHES FOR ADEQUATE
CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN
APPROVED SETTLING AREA TO REMOVE SEDIMENT, ALL SEDIMENT SHALL BE PREVENTED
FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES.
13. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED.
14 LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION
OF SEDIMENT TRAPS TO BIO- RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS. PLEASE
CONSULT LANDSCAPE ARCHITECT /ENGINEER BEFORE INSTALLING DIVERSION DIKES.
15. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED.
16. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE.
17, SEDIMENT BASIN 1 WILL BE CONVERTED TO STORMWATER RETENTION POND WHILE SEDIMENT
BASIN 2 AND SEDIMENT TRAP WILL BE REMOVED AFTER THE COMPLETION OF PHASE 3.
Scale 1 " =20'Contour Interval =2'
Legend
DI -7
FOP = 533 05
15" CONCRETE PLj'E
tiVV /N = 52 3G'
1AIV OUT _ 529.25'
S__
1,It:^
COUNTY SCHOOL BOARD OF ALBEMARLE
ZONED R -6 RESIDENTIAL
TAX MAP 45 PARCEL 95A
LAND USE: INSTITUTIONAL
D.B. 1128 PG. 654 (PLAT)
D.B. 1128 PG, 650
P
131- 7
T01' - 5 ^3.3e
f5' CJ;VG'f'E7F PIPLVVlN < 528.10'
INV OUT _ 528 , i0'
18" C;ir'VC'. P/P[- -
VV LN - 515
410 HoREt boM
gg.5T'S20 °21'36' W
1
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1VV. OUT _ 523.12"
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COUNTY OF ALBEMARLE
ZONED C -1 COMMERCIAL
TAX MAP 45 PARCEL 94
5.908 ACRES (RECORD)
LAND USE: VACANT
D.B. 985 PG. 732 (PLAT)
D.B. 697 PG. 223
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979 -7522
f: 434977 -1194
v .mckeecarson.com
McKee Cason and Feld Sport Concepts. Ltd.
reserves Us common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Spat Concepts, Ltd.
P1,TH OF
t 0
ROBERT B. MC EE
NO. 783
ePo ASS I N
v
SAFETY FENCESAE. & S. STD. & SPEC. NO. 101
Project No.:
CONSTRUCTION ENTRANCE
Designed:
CE E. & S. STD. & SPEC. NO. 3.02 O O
SILT FENCE
SF E. & S. STD. & SPEC. NO. 3.05 X X
IP GRAVEL CURB INLET SEDIMENT FILTER
U
E. & S. STD. & SPEC. NO. 3.07 -6
Z
F-1
TEMPORARY DIVERSION DIKE
O
DD E. & S. STD. & SPEC. NO. 3.09
V
RIGHT OF WAY DIVERSION
z
TEMPORARYWE. & S. STD. & SPEC. N0, 3.11
w
SEDIMENT TRAPOTEMPORARYSTE. & S. STD. & SPEC. NO. 3.13
SLOPE DRAINTEMPORARYSE. & S. STD. & SPEC. N0, 3.15
STORMWATER CONVEYANCE CHANNELSCE. & S. STD. & SPEC. NO. 3.17
OUTLET PROTECTIONSOPE. & S. STD. &SPEC. N0. 3.18
C
SR SURFACE ROUGHNENING
F•-i
E. & S. STD. & SPEC. NO. 3.29 0
STO TOP SOILING
E. & S. STD. & SPEC. NO. 3.30 w
pg PERMANENT SEEDING
E. & S. STD. & SPEC. NO. 3.32
MU MULCHING
E. & S. STD. & SPEC. NO. 3.35
EC0 SOIL STABILIZATION BLANKET MATTINGE. & S. STD. & SPEC. NO. 3.36
TP TECTIONE. &S. STD. . & SPEC. NO. 3.38
DC0 DUST CONTROL X
E. & S. STD. & SPEC. NO. 3.39
LIMIT OF DISTURBANCE
DRAINAGE AREA DA
P
131- 7
T01' - 5 ^3.3e
f5' CJ;VG'f'E7F PIPLVVlN < 528.10'
INV OUT _ 528 , i0'
18" C;ir'VC'. P/P[- -
VV LN - 515
410 HoREt boM
gg.5T'S20 °21'36' W
1
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I I i 1 J ,
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12' CONC. P/FF
UVV. IN = 527.64'
1VV. OUT _ 523.12"
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1 . /. IIMATLINE6ESkiET 07 /
COUNTY OF ALBEMARLE
ZONED C -1 COMMERCIAL
TAX MAP 45 PARCEL 94
5.908 ACRES (RECORD)
LAND USE: VACANT
D.B. 985 PG. 732 (PLAT)
D.B. 697 PG. 223
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979 -7522
f: 434977 -1194
v .mckeecarson.com
McKee Cason and Feld Sport Concepts. Ltd.
reserves Us common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Spat Concepts, Ltd.
P1,TH OF
t 0
ROBERT B. MC EE
NO. 783
ePo ASS I N
v
Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Scale:1" = 20'
Date:07/24/06
Project No.:0612
Designed:BKr
Checked:
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Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Sheet No.:
0 20 40 80
Scale:1" = 20'
Date:07/24/06
Project No.:0612
Designed:BKr
Checked:RBM
Sheet No.:
0 20 40 80
Landscape Notes
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SCIENTIFIC NAME COMMON NAME QUANTITY CALIPER
C
1 PS
TOTAL
0612
Designed:LWH
Checked:
E
AA Amelanchler aborea 'Autumn Brilliance'6 6' -8'
3 AA
Acer rubrum 'Autumn Blaze'Autumn Blaze Maple 5 1.5” -1.75"1104
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Acer rubrum 'Autumn Blaze'Autumn Blaze Maple 4
11 IV3
1104 4416
CC Carols canadensis Eastern Redbud 5
lo
6' -8'313
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Cornus florida 'Cherokee Princess'Flowering Dogwood 3 6' -8'313 939
CS Cornus Sericea 'Redosier'Redtwig Dogwood 39
6 PS
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1 22POP _ _ O 85o'
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12D& TR
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r/
SCIENTIFIC NAME COMMON NAME QUANTITY CALIPER SIZE CANOPY TOTAL
0612
Designed:LWH
Checked:
E
AA Amelanchler aborea 'Autumn Brilliance'Downy Serviceberry 6 6' -8'
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Scale 1 " =20'Contour Interval -2'
Plant List
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED
TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION.
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES.
PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS
TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/
OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE.
CONTRACTOR TO MONITOR TREES FOR STRESS AND /OR DAMAGE AND ADVISE LA AND TREE
ARBORIST IF ANY OCCUR.
3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND /OR TREE ARBORIST 48 -HOURS IN ADVANCE
OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE
PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN
COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY
TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK.
4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTTNG TREE
OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE
WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS
WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH
A SMALL BOBCAT /TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH
LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN
DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES,
5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONEN SHALL BE MATCHED AND SUPPLIED FROM
THE SAME SOURCE (PER SPECIES).
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY
SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING
INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT
PRIOR TO PLACEMENT OF ORDERS.
7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY
AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE
ARCHITECT 48 -HOURS PRIOR TO DELIVERY.
8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING,
9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES.
MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE
TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. BED EDGES ARE DELINEATED
ON THE PLAN.
10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY
DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. STABILIZATION
MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. TREE PLANTING SHALL BE CUT INTO
MATTING OR OTHERWISE PERFORMED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY
OF THE SLOPE. SLOPE PROECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN
PRODUCT. CONSULT ENGINEER PRIOR TO ORDERING FOR TYPE AND QUANTITY.
CODE SCIENTIFIC NAME COMMON NAME QUANTITY CALIPER SIZE CANOPY TOTAL
0612
Designed:LWH
Checked:JHM
CANOPY
AA Amelanchler aborea 'Autumn Brilliance'Downy Serviceberry 6 6' -8'
AR Acer rubrum 'Autumn Blaze'Autumn Blaze Maple 5 1.5” -1.75"1104 4416
AR2 Acer rubrum 'Autumn Blaze'Autumn Blaze Maple 4 3 " -4"1104 4416
CC Carols canadensis Eastern Redbud 5 6' -8'313 1565
CF Cornus florida 'Cherokee Princess'Flowering Dogwood 3 6' -8'313 939
CS Cornus Sericea 'Redosier'Redtwig Dogwood 39 18 " -24"
FG Fothergilie gardenia 'Mt. Airy'Dwarf Fothergilla 15 24 " -36"
HV Hamamelis vlrginlana Common Witchhazel 1 6' -8'
IG Ilex glabra 'Shamrock'Inkberry 46 18" -24"
IV Iris versicolor Blue Flag Iris 954 plugs
IV2 Ilex vertlolllata 'Red Sprite'Red Sprite Winterberry 49 18 " -24"
IV3 Itea vlrginlana 'Henry's Garnet'Virginia Sweetspire 44 18 "_24"
JD Ilex vertlolllata 'Jim Dandy'Jim Dandy Winterberry (Pollinator)1 18 " -24"
JE Juncus effusus Soft Rush 511 plugs 315
JV Juniperus virginiana Eastern Red Cedar 7 4' -5'45
LS Lobelle siphilitloa Great Blue Lobelle 545 plugs 1809
LS2 Liquidamber styraciflua Sweetgum 3 1.5 "- 1.75"603 996
NS Nyssa sylvatice Blackgum 4 1.5 "- 1.75"249 10010
PA Piatanus acerifolia 'Bloodgood'London Plane Tree 10 2"1001 7628
PO Piatanus occidentalis Sycamore 2 1.5 "-1.75"3814 550
PS Pinus strobus Eastern White Pine 7 4' -5'78.5 3945
QB Quercus bicolor Swamp White Oak 3 1.5" -1.75"1315 4000
QP Quercus palustris Pin Oak 4 2"1000
RA Rhus aromatics 'Gro -Lo'Fragrant Sumac 175 1 gal.
VM Vince minor Littleleaf Periwinkle 944 4" Pots
Plant Canopy Calculations
CANOPY CALCULATIONS COMPUTED BASED ON CANOPY BONUS FOR CONSERVING ON SITE TREES.
GROWTH OVER TWENTY YEARS WAS SUBSTITUTED FOR THE TEN YEAR TOTAL GROWTH NUMBER AND THE CANOPY WAS CALCULATED.
TOTAL SITE AREA 1.80 AC 78,408 SF
TREE CANOPY REQUIRED (20% OF SITEI 0.36 AC 15,682 SF
PROPOSED PLANTING CANOPY CALCULATIONS 0.75 AC 36,173 SF
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979 -7522
f: 434977 -1194
www.mckeecarson.com
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
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts. Ltd.
pLTH OF L
O
ROBERT .McK E r
CERTIFIC No. 47 ry
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Revisions:
1.08/26/2006 Resubmittal Of
Final (Befor Preliminary)
i Plan
2 10/09/2006 County Comments
Shed No.:
II V 7 II
OE 17
a& 1744 -06
0 20 40 80
Scale:1" = 20'
Date:07 /24/06
Project No.:0612
Designed:LWH
Checked:JHM
Shed No.:
II V 7 II
OE 17
a& 1744 -06
0 20 40 80
CONC. SIDEWALK
S20- 21'36'N 468.57'
CONC. SIDEWALK
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Plant List
CODE SCIENTIFIC NAME COMMON NAME QUANTITY CALIPER SIZE CANOPY TOTAL
0612
Designed:LWH
Checked:THM
w ^
CANOPY
AA Amelanchier aborea 'Autumn Brilliance'Downy Serviceberry 6 6'_8'
AR Acer rubrum 'Autumn Blaze'Autumn Blaze Maple 5 1.5 "- 1.75"1104 4416
AR2 Aden rubrum 'Autumn Blaze'Autumn Blaze Maple 4 3 " -4"1104 4416
CC Cercis canadensis Eastern Redbud 5 6' -8'313 1565
CF Cornus Florida 'Cherokee Princess'Flowering Dogwood 3 6' -8'313 939
CS Cornus Sericea 'Redosier'Red Twig Dogwood 39 1S °_24^
FG Fothergilla gardenii 'Mt. Airy'Dwarf Fothergilla 15 24 " -36"
HV Hamamelis virginiana Common Witchhazel 1 6'_6•
IG Ilex glabra 'Shamrock'Inkberry 46 18 •_24"
IV Iris versicolor Blue Flag Iris 954 plugsIV2Ilexverticillata 'Red Sprite'Winterberry 49 18 " -24"
IV3 Itea virginiana 'Henry's Garnet'Virginia Sweetspire 44 18 ^_24^
JD Ilex verticillat 'Jim Dandy'Jim Dandy Winterberry 1 18•-_24°
JE Juncus Effusus Soft Rush 511 plugs 45 315
JV Juniperus virginiana Eastern Red Cedar 7 4'_5'
LS Lobelia siphilitica Great Blue Lobelia 545 1.5 "- 1.75"plugs 603 1809
LS2 Liquidember styraciflua Sweetgum 3 1.5 "- 1.75"249 996
NS Nyssa sylvatica Blackgum 4 2"1001 10010
PA Platanus acerifolia 'Bloodgood'London Plane Tree 10 1,5 "- 1.75"3814 7628
PO Platanus occidentalis Sycamore 2 78.5 550
PS Pinus strobus Eastern White Pine 7 1.5 "- 1.75"4' -5'1315 3945
QB Quercus bicolor Swamp White Oak 3 2"1000 4000
QP Quercus palustris Pin Oak 4
RA Rhus aromatica 'Gro -Lo'Fragrant Sumac 175 1 gal,
VM Vinca minor Littleleaf Periwinkle 944 4" Pots
Plant Calculations
CANOPY CALCULATIONS COMPUTED BASED ON CANOPY BONUS FOR CONSERVING ON -SITE TREES.
GROWTH OVER TWENTY YEARS WAS SUBSTITUTED FOR THE TEN YEAR TOTAL GROWTH NUMBER AND THE CANOPY WAS CALCULATED.
TOTAL SITE AREA 1.80 AC 78,408 SF
TREE CANOPY REQUIRED (20% OF SITE) 0.36 AC 15,682 SF
PROPOSED PLANTING CANOPY CALCULATIONS 0.75 AC 36,173 SF
Scale 1 " -20'Contour Interval =2'
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McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
307 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979 -7522
f: 434977 -1 194
w .mckeecaison.com
McKee Carson and Feld Sport Concepts, Ltd.
reserves ifs common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form of manner whotsoever, nor are fhey
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts. Ltd.
TH OF
h ROBERT B. McKEE rCERTIFICTENo. 47 UW
ND AY
Scale:
W
Date:10/09/2006
Project No.:0612
Designed:LWH
Checked:THM
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McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
307 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979 -7522
f: 434977 -1 194
w .mckeecaison.com
McKee Carson and Feld Sport Concepts, Ltd.
reserves ifs common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form of manner whotsoever, nor are fhey
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts. Ltd.
TH OF
h ROBERT B. McKEE rCERTIFICTENo. 47 UW
ND AY
Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2. 10/09/2006 County Comments
Scale:
W
Date:10/09/2006
Project No.:0612
Designed:LWH
Checked:THM
w ^
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Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2. 10/09/2006 County Comments
ISheet No.:
IN"i- Of 17
0 20 40 80
Scale:1" = 20'
Date:10/09/2006
Project No.:0612
Designed:LWH
Checked:THM
ISheet No.:
IN"i- Of 17
0 20 40 80
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SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DESCRIPTION
MAX /MIN
7
ILLUMINANCE Fc 1 0.39 1 5.8 10.0 1 N.A.I N.A.
8735 SINGLE 1150 1.000 BOLLARD LUMINAIRE W_CAST ALUMINUM HEAD,
OZzm
ARM AND SHADE, CRYSTAL GLASS DIFFUSER
ALL LUMINAIRES WILL BE FULL -CUT OFF FIXTURES
LABEL CALC TYPE UNITS AVG MAX MIN AVG /MIN MAX /MIN
FINISHED GRADE-PLANAR ILLUMINANCE Fc 1 0.39 1 5.8 10.0 1 N.A.I N.A.
THIS LINE REPRESENTS THE 0.0 FC. THERE WILL BE NO SPILLOVER BEYOND THIS LINE
LIGHT PLAN PREPARED BY JENNIFER KELLY
APPLICATIONS ENGINEER WITH BEGA LIGHT
CARPINTERIA, CA 93013
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
30 EAST HIGH STREET
C VA 22902
7522
1194
rson.com
McKee Carson and Feld 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
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
W
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7
Revisions:
1.08/26/2006 Resul miitalDf
Final (Before Preliminary)
Site Plan
2.10/9/06 County Comments
w N08' 45'415 °W 244.69'
1
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07/24/06
N
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LIGHT PLAN PREPARED BY JENNIFER KELLY
APPLICATIONS ENGINEER WITH BEGA LIGHT
CARPINTERIA, CA 93013
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
30 EAST HIGH STREET
C VA 22902
7522
1194
rson.com
McKee Carson and Feld 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
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
W
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7
Revisions:
1.08/26/2006 Resul miitalDf
Final (Before Preliminary)
Site Plan
2.10/9/06 County Comments
ISheet No.:
Scale 1 ":10'
G& iz-lq-0(, Of: 17
0 10 20 40
Scale:1
Date:07/24/06
Project No.:0612
Designed:
Checked:film
ISheet No.:
Scale 1 ":10'
G& iz-lq-0(, Of: 17
0 10 20 40
BACKFILL TO TERMINATE
AT TOP OUTSIDE LIMITS OF
ROOTBALL
ADD MULCH OVERTOP OF
FOOTBALL AND PLANTING PIT
LIMITS, BEGINNING AT NO MORE
THAN 1" DEPTH AT TRUNK AND
TAPERING UP TO A DEPTH OF
3 " AT PLANTING PIT LIMITS,
THEN TAPER TO PROPOSED
FINISHED GRADE
CUT AWAY ALL WIRE BASKETS
AND /OR NON - BIODEGRADABLE
ROOTBALL WRAPPING AFTER
FINAL TREE PLACEMENT.
BURLAP ROOTBALL WRAPPING
TO BE UNTIED FROM TRUNK
AND CUT AWAY TO A POINT
AT LEAST 1/2 DISTANCE DOWN
ROOTBALL.
SCARIFY BASE OF PLANT PIT
WHEN EXCAVATING PIT, BREAK
THROUGH AND LOOSEN ALL
HARDPAN (REMOVE AS
NECESSARY TO FACILITATE
DRAINAGE)
V VARIES
TYP.11 to I
r
REFER TO TREE
STAKING DETAIL
BACKFILL WITH CULTIVATED,
ORIGINAL SOIL FROM PLANT
PIT EXCAVATION IF LOOSE. IF
EXCAVATED MATERIAL IS NOT
LOOSE, SUBSTITUTE WITH
ACCEPTABLE TOPSOIL
MATERIAL. AMEND BACKFILL
PER SPECIFICATIONS. COMPACT
BACKFILL IN LIFTS BY FOOT.
WATER THROUGHLY AT 1/2
DEPTH.
RETURN AND COMPACT LOOSE
EXCAVATED MATERIAL TO
PLANT PIT TO ESTABLISHED
PROPER DEPTH PRIOR TO
PLANT PLACEMENT
NOTES:
1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT
AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN
TERMS OF PLANT SURVIVABILITY OR WARRANTY.
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY,
OR INCURRED DURING, PLANTING PROCESS,
ROOTBALL PIT
SECTION N.T.S.
DISTANCE FROM
FRONT OF BED
UNLESS OTHER
WISE SPECIFIED) ROW
12" SPACING
ROOTBALL
O.C. SPACING
BED WIDTH
CROWN BED IN
CENTER TO PROVIDE
POSITIVE DRAINAGE
MULCH LAYER
AS SPECIFIED)
CULTIVATE SOIL WITR
ROTOTILLER BELOW
SOIL MIX AREA TO A
DEPTH OF 6 -8 "
UNDISTURBED
SUBGRADE
PERENNIAL SOIL MIX
AS SPECIFIED)
TRENCH EDGE; TYP.
r FINISHED GRADE
o
SECTION BREAK THROUGH ANY
EXISTING "HARDPAN"
AND REMOVE TO PROVIDE
GOOD PERCOLATION AND
POSITIVE DRAINAGE
NOTE:
FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "SEASONAL COLOR,
BULBS AND PERENNIAL PLANTING SEQUENCE" NOTES.
GROUND COVER /PERENNIAL BED PLANTING LD -006
PLAN /SEOIION N.T.S.
OPTION A: VERTICAL STAKING -
VERTICAL STAKES TO BE
PLACED OUTSIDE LIMITS OF
TREE PIT. 2 STAKES AND GUYS
PER TREE. SET STAKES 180
AROUND PLANT PIT
3- 2 PLY BLACK RUBBER HOSE;
12" MIN.
OPTION B: DIAGONAL STAKING -
FOR EVERGREENS ONLY)
1- WOODEN STAKE ATTACHED
TO TREE BY GUY WIRE
ENCASED IN RUBBER HOSE
AND DRIVEN INTO
UNDISTURBED SOIL OUTSIDE
LIMITS OF TREE PIT
OPTION G GUY WIRE STAKING -
3- #14 GAUGE SOLID WIRES TO
BE PULLED TAUT WITH GALV.
TURNBUCKLE. 3- 18" MIN.
LENGTH TREE STAKES SET
BELOW GRADE. STAKES TO BE
SET IN UNDISTURBED SOIL;
3 STAKES AND GUYS PER
TREE. SET STAKES 120
AROUND PLANT PIT
NOTES:
1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS
OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE
CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.
CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR
2. INCURRED DURING,
PLANTING PROCESS.
TREE STAKING OPTIONS LD -002
SECTION
LD -009
DETAIL N.T.S,
PLANTING SOIL MIX:
1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX,
MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT, REFER TO SPECIFICATION
SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS,
2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS
AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED
ON THE DRAWINGS.
60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON -SITE
STOCKPILE OR APPROVED IMPORT PRODUCT)
40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS)
2 PARTS HUMUS AND /OR PEAT
1 PART STERILIZED COMPOSTED COW MANURE
1 PART SHREDDED PINE BARK (OR EQUAL)
COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT
LIME AS RECOMMENDED IN SOIL REPORT
SITE PREPARATION:
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING
ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION,
CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 - INCH CALIPER
OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS
SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION,
SUPPLEMENTAL LANDSCAPE NOTES LD.003
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO FOOTBALL PIT
DETAIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT,
TREE PLANTING
Lamp Lumen A B
8735 Single with post 1 75W A -19 1150 12 52
MA Anchorage included
BEGA/US 1000 BEGA Way, Carpinteria, CA 93013 [P] 805.684.0.533 [F] 805.684.6682
Copyright BEGA/US 2005 updated 4/05
LIGHTING DETAILS LD-003
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
Y. 434- 979 -7522
f: 434 -977 -1194
www.mckeecarson.com
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
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
TH OF
ROBERT B MCKEE
CERTIFlCA No. 147
2
L NDSC 4tiP
Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Project:
Scale:AS SHOWN
Date:07/24/06
Project No.:0612
Designed:LH
Checked:
E"
allows a small amount of uplight. Fully gasketed using high temperature
molded silicone rubber O-ring.
W
Electrical: Lampholders: Incandescent are medium base porcelain with
Q
nickel plated copper screw shell supplied with 200 °C high temperature
cis
A
leads, rated 600V. Available in 120V only.
Anchor base: Heavy cast aluminum, slotted for precise alignment.
Mounts to BEGA #895A anchorage kit. Bollards are secured to the base
with one (1) socket stainless steel screw.
Q
Black (BLK); White (WHT); Bronze (BRZ); Silver (SLV); EurocoatTM (URO).
To specify, add appropriate suffix to catalog number. For complete
description of BEGA finishing process, refer to technical information
section at end of catalog. Custom colors supplied on special order.
U.L. listed, suitable for wet locations. Protection class: IF 44.
4J
O
O W
V
F
F—
Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Sheet No.:
IZ-1 -06 of: 17
PLAN
12" I O.C.
TYP. SPACING
N.T.S.
SOIL MIX
AS SPECIFIED)
TRENCH EDGE
BEGIN TRENCH BY CUTTING
VERTICALLY AT FACE OF BED.
ENSURE MULCHING SLOPES AWAY
FROM ADJACENT PAVING /LAWN
AREAS
FINISHED GRADE /PAVING
SEE PLANS FOR DETAILS)
SECTION
La.0O4
N.T.S.
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRL
AS SPECIFIED C
DRAWING
REFER TO ROu un1_1_ ri 1
DETAIL
SHRUB PLANTING
RENCH EDGE AROUND
NTIRE AREA TO BE
IULCHED
W-007
StU I ION
Post mounted garden luminaires Type
BEGA Product #
Post construction: One piece extruded aluminum, W wall thickness Project:
Scale:AS SHOWN
Date:07/24/06
Project No.:0612
Designed:LH
Checked:JHM;RBM
allows a small amount of uplight. Fully gasketed using high temperature
Sheet No.:
IZ-1 -06 of: 17
PLAN
12" I O.C.
TYP. SPACING
N.T.S.
SOIL MIX
AS SPECIFIED)
TRENCH EDGE
BEGIN TRENCH BY CUTTING
VERTICALLY AT FACE OF BED.
ENSURE MULCHING SLOPES AWAY
FROM ADJACENT PAVING /LAWN
AREAS
FINISHED GRADE /PAVING
SEE PLANS FOR DETAILS)
SECTION
La.0O4
N.T.S.
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRL
AS SPECIFIED C
DRAWING
REFER TO ROu un1_1_ ri 1
DETAIL
SHRUB PLANTING
RENCH EDGE AROUND
NTIRE AREA TO BE
IULCHED
W-007
StU I ION
Post mounted garden luminaires Type
BEGA Product #
Post construction: One piece extruded aluminum, W wall thickness Project:with one piece die cast aluminum cap and base, Internally welded
into e: Voltaganassembly.
Lamp enclosure: One piece die cast aluminum housing with integral arm.Color:
Hand blown crystal glass diffuser Ya'thick with Internal translucent white Options:
ceramic coating with screw neck. One piece die cast aluminum shade Modified:allows a small amount of uplight. Fully gasketed using high temperature
molded silicone rubber O-ring.
Electrical: Lampholders: Incandescent are medium base porcelain with
nickel plated copper screw shell supplied with 200 °C high temperature
leads, rated 600V. Available in 120V only.
Anchor base: Heavy cast aluminum, slotted for precise alignment.
Mounts to BEGA #895A anchorage kit. Bollards are secured to the base
with one (1) socket stainless steel screw.
Finish: These luminaires are available in five standard BEGA colors:
Black (BLK); White (WHT); Bronze (BRZ); Silver (SLV); EurocoatTM (URO).
To specify, add appropriate suffix to catalog number. For complete
description of BEGA finishing process, refer to technical information
section at end of catalog. Custom colors supplied on special order.
U.L. listed, suitable for wet locations. Protection class: IF 44.
A
Adiii Bollard height single garden
luminaires supplied complete withsfixedheightpost. Die cast
aluminum head, arm and shade.
Crystal glass with screw neck.
U.L. listed, suitable for wet
locations. IP 44.
B Color: Standard BEGA finishes.
W N
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N.T.S.
this print contains confidential Information catalog No.: $735welchIsthepropertyof GA/t1.5. Dascriptiom POST MOUN Q
M4 IFByacceptingfhleininrmatian, theborrower
the, p
knot it w81 not be used Drawnby: DEM Date: 11 ]for any oUer purpose other than that 1000 Hega Waywhichi9wasloaned. SCALE: NONE — DO N carpinterl Ca. 9:
805) 684-0533
PLANTING BED EDGE
2" SURFACE COURSE
VDOT STANDARD SM -9.5A
3" BASE COURSE
VDOT STANDARD BM -25.0
6" COMPACTED
AGGREGATE SUBBASE
VDOT 821A
COMPACTED
SUBGRADE
ASPHALT PAVING — DRIVEW PD 003
StCIION
0.5
S "
PRE - MOLDED, NON- EXTRUDING,
ASPHALT- IMPREGNATED
FIBERBOARD EXPANSION JOINT
MATERIAL,
3/8" SAW CUT JOINT
PER VDOT PR -2
8" 3000 PSI CONCRETE rd 28
DAYS HEAVY BROOM FINISH WITH
6x12 - W5.5 x W4 WWF
2" MIN COVER
8" COMPACTED
AGGREGATE BASE
VDOT N21A
COMPACTED
SUBGRADE
CONCRETE PAD PAVING vD.ms
JtU I JUN
U 4" X 4" TREATED POST; TYP.
s
6" THICK CONC. SLAB
REINF. W/ 6X6 - 6/6
e'
DUMPSTER
D
LOCATION
D'..'s OUTLINE OF DUMPSTER
N.I.C.); TYP.
D '
O O PIPE BOLLARDS; TYP.
DUMPSTER PAD
N,T.S.
PLAN
N.T.S.
ALL JOINTS TO BE SLEEVED AND/
OR DOWELED WITH 1.25" MIN.
DOWELS PER VDOT STD. PR -2
2X8 CAP;
N.T.S.
HINGES
LATCH
4" X 4" TREATED POST
1X6 VERTICAL CEDAR PICKETS
CONCRETE DUMPSTER PAD
FINISH GRADE
NOTE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION BY CONTRACTOR.
ELEVATION N.T.S.
ASPHALT PAVING (PARKI
1" SURFACE COURSE
VDOT STANDARD SM -9.5A
FINAL SURFACE)
1.5" SURFACE COURSE
VDOT STANDARD SM -9.5A
FOR CONST. STAGING)
6" COMPACTED
AGGREGATE SUBBASE
VDOT d21A
COMPACTED
SUBGRADE
SECTION
Annru vaoiGc LIGHT BROOM FINISH
1/4" SAWED OR TOOLED
JOINT X 1 -114" DEPTH
2" RADIUS
D
SEE DETAIL
T2
WWF 6 "X6"
W1.4xW1.4 W/ 2" MIN.
COVER; TURN DOWN
6" COMPACTED
AGGREGATE BASE
VDOT /21A
JtCa IUN
WASH
N.T.S.
N.T.S.
2X8 CAP, STAIN: DRK, HUNTER GREEN,
2 COATS IF NEEDED
2X6 TREATED WD. NAILER,
ANCHOR TO WOOD POST
4" X 4" TREATED POST
1X6 VERTICAL CEDAR PICKETS,
STAIN: DRK. HUNTER GREEN
FINISH GRADE
8" DIA. CONC.
FOOTING NOTE:
COMPACTED STAIN SAMPLE TO BE SUBMITTED
SUBGRADE AND APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
1 DUMPSTER ENCLOSURE
BY CONTRACTOR,
SECTION N.T.S.
STEEL POST W/ CAP COMPLETELY PRIMED AND PAINTED
ABOVE GRADE ONLY) WITH 3 COATS FLAT BLACK
EXTERIOR GRADE ENAMEL
8" DIA. STEEL PIPE 0.5" GAUGE 7' LONG FILLED WITH
3000 PSI CONCRETE
6" CONCRETE SLAB REINF. WITH 6X6- 6/6; TYP.
ih
3,000 PSI CONCRETE FOOTING AT 28 DAYS
COMPACTED SUBGRADE 95% ASTM D698 STD. PROCTOR
8" 8" 8" DENSITY IF IN FILL, OTHERWISE EXISTING SUBGRADE.
2'
DUMPSTER BOLLARD AD 023
DETAIL N.T.S.
THIS AREA MAY BE CONCRETE
AT OPTION OF CONTRACTOR
BOTTOM OF CURB AND GUTTER
MAY BE CONSTRUCTED PARALLEL
TO SLOPE OF SUBSURFACE
COURSES PROVIDED MINIMUM
4" DEPTH OF 7" IS MAINTAINED.
CONCRETE TO BE CLASS A3
IF CAST IN PLACE;
4000 PSI IF PRECAST
D .
PAVEMENT
VARIES)
6" 24
VDOT STANDARD CG -6 CURB AND GUTTER PD -W2
SECTION N.T.S.
BUMPER BLOCKS PDOOX
ILU I JUN
StU I IUN
C
SEE
12
TAPERED CURB END
12"
ASPHALT
TAPERED CURB END
SEE C
12
GUTTER CURVED TO
MEET TAPERED END
q
GENERAL NOTE:
SECTION CONCRETE TO BE CLASS A3
IF CAST IN PLACE;
CURB TERMINUS 4000 PSI IF PRECAST
N.T.S.
AD 032
N.T.S.
Po -X%X
t'LHN ANU 6LU I IUN N.T.S.
CONTRACTION JOINT 6' O.C. MAX.
OR AS SHOWN ON PLANS.
DEPTH SHALL BE 1.25" OR 25%
OF CONCRETE THICKNESS
EXPANSION JOINT
MAX. 25' O.C.) -SEE 12
WWF 6" X 6" W1.4xW1.4
WITH 2" MINIMUM COVER
4000 P.S.I. CONCRETE
AT 28 DAYS -
AIR- ENTRAINED
COMPACTED AGGREGATE
BASE VDOT M21A
COMPACTED SUBGRADE
MIN, CROSS SLOPE 1.5 %;
MAX. 2%
Po.aw
CONCRETE WALK
rLMN F1NU StU I IUN N.T.S.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979 -7522
f: 434977 -1194
w .mckeecarson.com
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 me the
property of McKee Carson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, m copied in any
Lloben
er whatsoever, nor are they
tl fo any third party without
the ex press permission and
ither McKee Carson or Field
s. Lid,
TH OF
ROBERT B. MCKEE"
N 77
SIGNAL -
Scale:
EXPANSION JOINT SEALANT
Date:
1/2"1/1/2"
Z
0612
Designed:LH
v,
BACKER ROD, 112" DIA.
r7l
14
V
w
QJVd
O V J
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EXPANSION JOINT'MATERIAL
V .v .
TYPICAL EXPANSION JOINT
StU I IUN
C
SEE
12
TAPERED CURB END
12"
ASPHALT
TAPERED CURB END
SEE C
12
GUTTER CURVED TO
MEET TAPERED END
q
GENERAL NOTE:
SECTION CONCRETE TO BE CLASS A3
IF CAST IN PLACE;
CURB TERMINUS 4000 PSI IF PRECAST
N.T.S.
AD 032
N.T.S.
Po -X%X
t'LHN ANU 6LU I IUN N.T.S.
CONTRACTION JOINT 6' O.C. MAX.
OR AS SHOWN ON PLANS.
DEPTH SHALL BE 1.25" OR 25%
OF CONCRETE THICKNESS
EXPANSION JOINT
MAX. 25' O.C.) -SEE 12
WWF 6" X 6" W1.4xW1.4
WITH 2" MINIMUM COVER
4000 P.S.I. CONCRETE
AT 28 DAYS -
AIR- ENTRAINED
COMPACTED AGGREGATE
BASE VDOT M21A
COMPACTED SUBGRADE
MIN, CROSS SLOPE 1.5 %;
MAX. 2%
Po.aw
CONCRETE WALK
rLMN F1NU StU I IUN N.T.S.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979 -7522
f: 434977 -1194
w .mckeecarson.com
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 me the
property of McKee Carson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, m copied in any
Lloben
er whatsoever, nor are they
tl fo any third party without
the ex press permission and
ither McKee Carson or Field
s. Lid,
TH OF
ROBERT B. MCKEE"
N 77
SIGNAL -
Revisions:
1.08/26/2006 Resubmittal'Of
Final Mefore Preliminary)
Site Plan
2.10/09/2006 County Comments
Sheet No.:
ASTENING BOLT
4 BARS
1" SURFACE COURSE
VDOT STANDARD SM -9.5A
FINAL SURFACE)
1.5" SURFACE COURSE
VDOT STANDARD SM -9.5A
FOR CONST, STAGING)
6" COMPACTED
AGGREGATE SUBBASE
VDOT A21A
COMPACTED
SUBGRADE
CONCRETE TO BE
CLASS A3 IF CAST
IN PLACE; 4000
PSI IF PRECAST
SURFACE & BASE
SUBBASE
DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OFCURBMAYCOINCIDEWITHTOPOFACOURSEOFPAVEMENT. OTHERWISE DEPTH TO BE18" AS SHOWN.
VDOT STANDARD CG -2 CURB Paaa
v
Oct, I IVIV N.T.S.
CONTRACTION
JOINT
2" SMOOTH TOOLED EDGE (TYP.)
LIGHT BROOM FINISH TO BE
PERPENDICULAR
TO DIRECTION OF TRAVEL
K
EXPANSION JOINT -SEE
12
PLAN
i ilia •
SECTION
Scale:
V
Date:07/24/06
Z
0612
Designed:LH
v,
r7l
14
V
w
Q
O V J
O
Revisions:
1.08/26/2006 Resubmittal'Of
Final Mefore Preliminary)
Site Plan
2.10/09/2006 County Comments
Sheet No.:
ASTENING BOLT
4 BARS
1" SURFACE COURSE
VDOT STANDARD SM -9.5A
FINAL SURFACE)
1.5" SURFACE COURSE
VDOT STANDARD SM -9.5A
FOR CONST, STAGING)
6" COMPACTED
AGGREGATE SUBBASE
VDOT A21A
COMPACTED
SUBGRADE
CONCRETE TO BE
CLASS A3 IF CAST
IN PLACE; 4000
PSI IF PRECAST
SURFACE & BASE
SUBBASE
DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OFCURBMAYCOINCIDEWITHTOPOFACOURSEOFPAVEMENT. OTHERWISE DEPTH TO BE18" AS SHOWN.
VDOT STANDARD CG -2 CURB Paaa
v
Oct, I IVIV N.T.S.
CONTRACTION
JOINT
2" SMOOTH TOOLED EDGE (TYP.)
LIGHT BROOM FINISH TO BE
PERPENDICULAR
TO DIRECTION OF TRAVEL
K
EXPANSION JOINT -SEE
12
PLAN
i ilia •
SECTION
MONOLITHIC CURB AND SIDEW
W«.= 1
Scale:AS SHOWN
Date:07/24/06
Project No.:0612
Designed:LH
Checked:RBM
MONOLITHIC CURB AND SIDEW
W«.= 1
McKEECARSON
CONSULTING ENGINEERS
DRAINAGE SWALE A A PROVIDE INLET LANDSCAPE ARCHITECTS
DIRECTS FLOW PROTECTION LAND PLANNERS `
TO SEDIMENT
BASIN
STONE
STANDARD
ND SECTION 301 EAST HIGH
CONSTRUCTION 7
3" SM -2 ASPHALT
VDOT Al / CHARLOTTESVILLE, VA 22902ACCESSTOPCOURSECOMPACTEDSOIL _ 3d - PIPE OUTLET TO FLAT t: 434 -979 -7522
COARSE AGGREGATE EARTHEN DIKE _
2% EXISTING - PLAN VIEW do AREA WITH NO DEFINED (COMPACTED( kPAVEMENTEROSIONCONTROLFABRICCHANNELwww.mc eecarson.com
8" M N CORRUGATED METAL
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IIII -IIII - VIII_ _ 6" 21A AGGREGATE
ASE FLOW
s
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6 MIN. FILTER
CLOTH WATERPROOF SEAL A
all willil Willi wilill milli I Willi Will I McKee Carson andSECTIONA -A mEX. CURB OR } PROVIDE OUTLET 24.1
Feld Sport Concepts, Ltd.
EDGE OF L 4.5' MIN. PROTECTION
PAVEMENT g• MINIMUM
a reserves its
rights
common law copyright and other
70' MIN. ASPHALT PAVED
SECTION A -A 0 dy
property
sections, , tletathese Brand plans are the
W ASHRACK \/ // o s
ert ectiosn and plas ae the
B \;
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
MUST EXTEND* reproduced, changed, or copied in anyFULLWIDTHOFKEYIN6 " -9 ";
TYPICAL GRAVEL STRUCTURE FILTER CLOTH2% z • 27 % %.: ' • .. : ' INGRESS AND RECOMMENDED FOR form or manner whatsoever, nor are they
A EGRESS TEMPORARY DIVERSION DIKE ENTIRE PERIMETER to be assigned to any third party without
eL
OPERATION DD
ro.00c
SECTION VIEW
5R . ••
EXISTING
DETAIL N.T.S. A } first obtaining the express permission and
PAVEMENT NOTE: SEDIMENT MAY RE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS
consent of either McKee Carson or Field
B POSITIVE DRAINAGE
TO SEDIMENT COMPACTED SOIL A 3d (MIN.) Sport Concepts, Ltd.
STONE TRAPPING DEVICE _
CONSTRUCTION \
ACCESS
PLAN VIEW do
PLAN VIEW _ \ PIPE OUTLET TO WELL
m DEFINED CHANNEL EARTHEN DIKE
IIITHCOMPACTED) OpPOSITIVEDRAINAGE _ p Z 3.1 I Dr12' MIN TO SEDIMENT \ `
2% TRAPPING DEVICE \ L is
i1
i o m ° "
MINIMUM SECTION A A 0 % ROBERT B. MCKEE
i \ \/"
6' _.NO 77
FILTER /It !,S 66 4
SECTION B -B CLOTH S KEY IN 6 " -9 "; t
TYPICAL EARTHEN STRUCTURE FS Gt
FILTER CLOTH RECOMMENDED FOR TONAL
NOTE:DOZER TREADS CREATE - ENTIRE PERIMETER SECTION A - A
A MINIMUM WATER TAP OF 2" IS REQUIRED WITH A MINIMUM WASH HOSE DIA. OF L GROOVES PERPENDICULAR NOTES:
5 ". TO THE SLOPE 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE.
SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION G /
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.
CE PAVED CONSTRUCTION ENTRANCE SR SURFACE ROUGHENING gi TEMPORARY RIGHT -OF -WAY DIVERSIONS . OUTLET PROTECTION - PIPE .o.. TEMPORARY SLOPE DRAIN o.o
PLAN AND SECTION N.T.S. DETAIL N.T.S. SECTION N.T,S. PLAN AND SECTION N.T.S. I JU DETAIL N.T.S.
D L = TOTAL DISTANCE FROM 12" MAX. 4:1 OR FLATTER
1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS. COARSE INFLOW p/2 THE POINT OF INFLOW 6" MAX. STEEPER THAN 4:1 (TRENCH UPSLOPE ALONG THE LINE AGGREGATE AROUND THE BAFFLE TO ANCHOR SLOT
THE RISER.OF POSTS,
CLASS I TO E SNUGLYNABUTTED t10' MAX. i' 1.5' RIPRAP
FILTER NORMAL POOL \ 9s. (JUTE MESH WILL HAVE
2. CLOTH \ !,
STAPLED
LIEU OF
LDGE
JUNCTION SLOT1.0' \ D/ RISER ! W
2.75' \
6 2 25 `'7 CU. YD. /ACRE t ORIGINAL \ I ! !
1' I (III II ) IIII \ \// % V '
GROUND
574.OFT
ND NORMAL POOL D CHECK SLOB
3' MAX.
FLAT
STEEPER THAN 4ON -'
TERMINAL FOLD I IRISER may O
HECK SLOT
FLOW 111 - IIIK/ \
4
7I ,,.. 1 „ •_ % // / ' D/2
D BAFFLECROSSSECTIONOFOUTLETLE LAP JOINT 2" MIN. I I
OJUTEI ! I I3. ATTACH THE FILTER FABRIC TO THE 4.
EXCAVATED !
L AND COMPACT THE LENGTH (IN FTI= 8.4'
MESH ONLY(
f 1WIREFENCEANDEXTENDITINTOTHEEXCAVAVATEDSOIL. 6 x DRAINAGE __ \ NOTES 1 TO 2
RISER "
I
TRENCH. AREA TIN AC.) ___.c- \
APPROXIMATELY 200 STAPLES REQUIRED PER 100 SO. YDS. OF MATERIAL ROLL. ANCHOR I 1 I I I I
INFLOW
VAR. VAR.
CLASS I RIPRAP SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". z T LrTl
O
DIVERSION PERSPECTIVE VIEW 00 PLAN VIEW U
j DIKE NORMAL POOL l o STAPLING DIAGRAM w
COARSE
IIII IIII AGGREGATE /'' / /BAFFLE
z
STAPLE FORMED FROM NO.11 STEEL WIRE. CHECK SLOTS f® MIN.
50 ' C0
I / / 8" STAPLE MIN. LENGTH FOR SANDY SOIL. NO T
INTERVALS:
RE O y "I
FILTER
OrFLOW / \--- - CLOTH SHEETS OF 4' \L
D/2 6" STAPLE MIN. LENGTH FOR OTHER SOIL. NOT
BLANKETS
WITH ALL
1 i / L2
r
EXCAVATED XEXTERIOR ` J
L = L L
r^
AREA PLYWOOD OR 1 2
v J
EQUIVALENT TAMP FIRMLY TAMP FIRMLY JUNCT SLOT TERMINAL FOLD
EXTENSION OF FABRIC AND WIRE INTO THE TR CH. INFLOW TAMP FIRMLY TAMP FIRMLY
SLOTFLOWANCHOR OFILTERFABRICAA
CHECK SLOT
ELV. 577.21
12
WIRE (ELV. S RISER CREST E EVATI
w "g , OUTLET (PERSPECTIVE VIEW( POSTS MIN. SIZE 4" o o
ti rH1
Y` 'r I I I I 6" TO 12" 0
0
v J
II iy . ELV. 575 NOTE: SQUARE OR 5" ROUND. I 4all I - -un II "' ' " °'" "'' / "COARSE AGGREGATE SHALL BE VDOT /3, 0357 OR 95 SET AT LEAST 3' INTO io iCIO O
I - -POINTS A SHOULD BE HIGHERR
THE GROUND.
THAN POINT B. -
DRAINAGEWAY INSTALLATION 8'
FRONT ELEVATION)
SS SILT FENCE WITH WIRE SUPPORT) NEAR ENTRY DRIVE ST TEMPORARY SEDIMENT TRAP m -0o, BAFFLE LOCATIONS IN SEDIMENT TRAP m.o» SOIL STABILIZATION BLANKET - TREATMENT 1 m .on
DETAIL N.T.S. PERSPECTIVE AND SECTION N.T.S. DETAIL N.T.S. DETAIL N.T.S.
MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS
ACCORDING TO HEIGHT OF EMBANKMENT (FEET) 1. SET THE STAKES, 2. EXCAVATE A 4"X 4" TRENCH
H Ho W UPSLOPE ALONG THE LINE OF
ISO 1.5 o.s 2.0 - - Revisions:
an °
STAKES.
2.0 1.0 2.0 \ - _ 1.08/26/2006 Resubmittal Of
3.0 2.0 2.5 \ 1INS Final (Before Preliminary)MEN 0
one ON 3.5 2s 3.o i f % !i % Site Plan
ISO _ _ _ - _ _ _ _ 4.0 3.0 3.0 - ' / - I I //
d /
2.10/09/2006 County Comments
M1 LIMING REQUIREMENT l \ \;FLT _ ./ \ \\ j / /\
ti ORIGINAL GROUND
ELEVATION 474.0 FT pH TEST RECOMMENDED APPLICATION \,V'OF AGRICULTURAL LIMESTONE
RUNOFF WATER
77
r
BELOW 4.2 3 TONS PER ACRE 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
GRAVEL FILTER TO STAKES AND EXTEND THE EXCAVATED SOIL.
EXCAVATED AREA 4.2 TO 5.2 2 TONS PER ACRE IT INTO THE TRENCH.
DEPTH 4.0' 12" WIRE MESH
5.2 TO 6 1 TON PER ACRE
Scale
PERSPECTIVE VIEW TEMPORARY SEDIMENT TRAP DIMENSIONS >m,
SEDIMENT
DETAIL N e e CONCRETE GUTTER FERTILIZERS _
lilpl1111 IIIIIII' II '(1111, ,,1 (IIII "n Its( ,I ill l ,.. j 111,1 Id ull FILTERED WATER / / /\ / / /d /\
Date: 07/24/06
I III I II III , 1 I I II!li lu I 11 N 600 LBS /ACRE OF 10 -20 -70 IN -P -K) /- \ ` / \ \\ S
IIII,i' I ,ill I I' III II' IIII III III III / /IIII rypI IIII ' IIII I ,
I I !II IIIIIII,' '' IIhl1 ':'I I I ' i ' ''' III 111 IIII 1 l IL 191gr
CURB INLET \ \/ •\/ / \ /\ / // 0612
SITE SPECIFIC SEEDING MIXTURE 7 200 LBS /ACR 'Ilhplliullll to "lu,l ' ' I'It
yl( I Ip I ," IIII I I ':'i' It'll( '' ii'Iliili' 1,III "idll lhl,li;l I IIII o ° SHEET FLOW INSTALLATION Designed:p I a 111 III I , II ' ulI IIIilhi III Inluln, n, nIIIIImIlililil ', ly ' I ° v (PERSPECTIVE VIEW( BKT
III111 lil j1 ', 1 I I I :',,IIII Ii IL Ir'UII:i II II I Iii II I . . IIIIIIII, I „1' Ill'id!I Ili i I, III 'i IIIIIII UIIpp, '.II' tIIII iI I '!In„ Ili 1I ila 1 nil ' III I ' (IIII P II. III ,III IIII 1141 t2„
III '4;1 ,1u1, 11 e11111 1, III: I,,LII4h (IIII IIII JII Ii Itl 41I. II)I1,1t'I 1
I IiiIllill4l1 111111'1 IIIII IIIIIII IiI!III,III; II IIA','ilI III nI I' I, ,.11 ! IIIIIIIII1IX11 KENTUCKY 31 OR TURF -TYPE TALL FESCUE 95- 100 % Checked:
IIII 1' , L, : In X X fj III I .III III , I:: III IP
al ivJ ' 1 11jtllll,llI1'II' I; , IIliI11' I (IIII' Ili I, 11'111'II lul i i1 1 It'll(, 11 ' "j 1 FLOW
RBM
1111lea ' 1 p 1'I IIIIIIIII' I I, li' III ) 1 u 111 IIIIII III'I1 ( '1,1'1 IIII IIII 11 I , Ili I III I II ,1 X101 1 ',, IMPROVED PERENNIAL RYEGRASS 0 -5%
jl WIRE FABR ll nl II qn Aiu IIIIIb I IIII I I ", I IIIIIII 1 n n ",A!11, ' A A
u :;I, 1, ,I!''tl I, 011I;'!dI'' IIII I 1 'lu ': SPECIFIC APPLICATIONIII1III :IIII (II (IIIIIII 11111 : A , I II,. 1111 I II I1u u 1
II I( !; n II I, X1111111 IIII, ! 'Ili !1111' 1140,,, Lp II 11 I. I' "'lu „', KENTUCKY BLUEGRASS 0 -5%
10' MA
LINE POST '.
oil I 1 111 ,IIjb , '',' 11'' I!!11 .1.,.,I 11111111, i ll ,y' 1 -yy1 I rrFfI ICl/MA I1 Iv 1 ',1:'.!111 , 1 `i '14 1I!1I 11(IIIII I 4j,11+aGROUNDL ;III .!III ,xp, 111 IIII II •:1:!1 1 ,111111 r!,nllll:r; 1,0 1!11 i1• ":'I nlli,,,n. 11 ! III THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
5' MIN. 'I' 11'1 II 'III II'IIIIIk1111 ( IIIIIIIII '1;IIIII 1i1 .I (.:,.1!11111 l', !1 (jI 11111 dil INlIl •1 II WHERE PONDG IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSEPOLYE
ONCRETE FOOTING
THYLENE
C ":I 111 !itil (IIII' IIII ':I' 1 1 j p1 ,I la!11 '4, 1 ,111 qJ, -1r'.' y "I ,1111€ "'I I-{ : INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
CONVENTIONAL
FABRIC 'llltl! 4 1_,IIIII I_I III! 1111 111.: II 1 IIC7IY Y'"L+II A•1,:. AREAS.it
ATTACH TO h (III
METAL (T) OR POSTS WITH BRACING p1l 1 1 ji111` 111 Ills 1 ,I 11 1 ,ry IIT11111 5 ty N+h
UI POSTS 111 J 1 ' 111 111Ry iMETALTIEWIRE011j1' ! 111 IIJl' " 1 III 1 0 II II 1 Cpl I'lli , ll %IIIIIII 1 I x GRAVEL SHALL BE VDOT fl3, N357 OR 5 COARSE AGGREGATE. POINTS A SHOULD BE HIGHER THAN POINT B.
PERSPECTIVE VIEW PERSPECTIVE VIEW 1 „111 1 „ 111) 1 Ip h
PLASTIC FENCE METAL FENCE lipl' Ip11 ,i III 1l I• X11 "IiI (FRONT ELEVATIONIIIIIII(( 1I' !',1 U11i. IIII ,1 (I ,I DRAINAGEWAY INSTALLATION
m, , SILT FENCE WITHOUT WIRE SUPPORT
eanm aoxn nAerm mm xam m noa v,wo rA one tore w u Iu 111!11 11 „1111111
A SAFETY FENCE S GRAVEL CURB INLET SEDIMENT FILTER = TS /PS TEMPORARY &PERMANENT SEEDING SPECIFICATIONS F DETAIL N.T.s.DETAfL N.T.S. N.T.S. IP DETAIL N.T.S. DETAIL N.T.S.
GI Z-I y-OIt Of: 17
STREET SURFACE OR
DETAIL
NON -PAVED AREA
50% SAND/ 30% TOP
FRAME 8 COVER
07/24/06
SEE TYPICAL MANHOLE
CLEAN -OUT W/
FRAME AND COVER DETAIL)
SAND 0.02 " - 0.04" ASTM
SLOPED AREA
RBM
WEDG -LOK" TYPE
RECT. WEIR
4 " -6" PERFORATED PVC OUTLET NV 582.5
RUBBER COATED STEEL
PIPE rd 1% SLOPE (MIN) TO
V -0"MAX
STEPS OR APPROVED
SIZE 1.5" X 0,
n t
EQUAL CAST IN PLACE 4 2' -0"
PRECAST REINFORCED
WIDTH rd 20 FT O.C.TOP OF
CONCRETE SECTIONS
NEEDLE - PUNCHED
O" RING SEALS 3' -0" MIN
CONCRETE
GEOTEXTILE FILTER FABRIC
FILLETS 1 MIN
MINIMUM ELEVATION
X
22
DIFFERENCE ACROSS M.H.
8 OR #78 CLEAN - WASHED
DAYLIGHT
FROM INLET TO OUTLET 5"4' -0"
CROSS SECTION
5"
8 or #78
SHALL BE 0.20 FEET.
PREVENT
CLEAN - WASHED CAVITATION. 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT
STONE PRIOR TO INSTALLATION. 3. CHECK VALVE (PROFLO
DEPTH OF FLOW CHANNEL
SHOULD BE ADDED TO UNDERDRAIN AND ORIENTED SO
VARIES
TO BE 3/4 DIAMETER
CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
H
OF CONTRIBUTING SEWER.
BIOFILTER
A FILLETED INVERT FOR A
DD -043
z --
SMOOTH TRANSITION OF
FLOW BETWEEN INLET 8 12„
OUTLET PIPE SHALL
BE PROVIDED,
MIN. 6" BEDDING
W/ NO. 58 STONE SECTION
NOTES:
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE
EXTENDED OR NON - EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED 6 GROUTED
INSIDE AND OUT.
N.T.S.
1" COMPRESSION x 3/4"
MALE PIPE COUPLING
OR APPROVED EQUAL
EFT - ECTWEAUGUST 18.2005
TD-4
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
3000 PSI CONC. BASE
FLEXIBLE CONNECTION
WITH STAINLESS STEEL
BAND
NOTE: PLAN
ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE
CONNECTION " BOOT ".
TYPICAL SANITARY MANHOLE
SHOWING BRANCH TIE -IN
PLAN 8 SECTION
1" x 1 "x 1" TEE
1" TYPE ESOFTCOPPER \ \
NOTE:
NO SWEATED FITTINGS
FLARED ONLY)
DUAL SERVICE PROPERTY
LINE
1" TYPE "K"
SOFT COPPER
0
East Jordan Iron
Works 00104316
US Foundry Corp.
USF 710 r ng & DP comae
or approved equal
C
28 7/16' DIA
722mm]
36' DIA
PICKBARS
1 1 /8'(29mm) DIA BOSS
27 1/2' DIA _
C699mm]
26 1/4' DIA _
1667mm]
24' OAC606mm]
C914mm]
FRAME SECTION
PLAN AND
I
n2' MIN.
U0.006
N.T.S. 15 DETAIL
Scale:
50% SAND/ 30% TOP
Date:07/24/06
SOIL/ 20% LEAF MULCH CLEAN -OUT W/
a
SAND 0.02 " - 0.04" ASTM WATERTIGHT CAP (TYP)
RBM
C -33 FINE)RECT. WEIR
4 " -6" PERFORATED PVC OUTLET NV 582.5
Q
PIPE rd 1% SLOPE (MIN) TO INV 58 INV 581.5
STONE SIZE 1.5" X 0,
n t
PROVIDE ACROSS ENTIRE
cz
Fi
H"I
WIDTH rd 20 FT O.C.TOP OF
NEEDLE - PUNCHED BERM ELV 25,
NON -WOVEN 583.0
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
22
8 OR #78 CLEAN - WASHED
DAYLIGHT 6
57 CLEAN - WASHED STONE CROSS SECTION
8 or #78 NOTES: 1, STRIP OF FILTER FABRIC OVER PIPES TO PREVENT
CLEAN - WASHED CAVITATION. 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT
STONE PRIOR TO INSTALLATION. 3. CHECK VALVE (PROFLO PF42853)
SHOULD BE ADDED TO UNDERDRAIN AND ORIENTED SO
BACKFLOW FROM STREAM IS PREVENTED. 4. ONCE
CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
H
BIOFILTERDD -043 BF2
1 1/2'138
7'
C178mm]
I
II p
5/8' J
G
116.m]
MANHOLE F
26' DIA660mm]
1/4" (6mm) DIA
NEOPRENE GASKET
23' DIAC584mm]
25' DIA
C635mm]
O.D. OF GASKET GROOVE
SECTION
D COVER
24"MIN
8 "MIN
EMBEDMENT
SPRING LINE OF PIPE
NO. 68 STONE - - - -
REMAINING BACKFILL
SHALL NOT CONTAIN
ROCK MATERIAL LARGER
THAN 6 " IN ANY
DIMENSION
INTIAL BACKFILL-
6" LIFTS)
THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
HAUNCHING
BEDDING 6" max 4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
11/2• i / / `y / /
TALL PIPE)
3 1/8'
F_ t79mm]
NOTES:
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
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.
STONE SHALL BE PROVIDED.
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE.
INSTALLATION IN
CROSS SECTION
NOTES: 1. STRIP OF FILTER FABRIC OVER PIPES TO PREVENT
CAVITATION, 2. CONSULT ENGINEER/ LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION. 3. CHECK VALVE (PROFLO PF42853)
SHOULD BE ADDED TO UNDERDRAIN AND ORIENTED SO
BACKFLOW FROM STREAM IS PREVENTED. 4. ONCE
CONSTRUCTED, PROTECT BIOFILTER WITH SEDIMENT FENCE AND
HAY BALES.
BF1 BIOFI
FOR USE ON ATTACHED SINGLE
FAMILY RESIDENTIAL SERVICES
OR DUAL RESIDENTIAL AND
IRRIGATION SERVICES
T' COMPRESSION x 3/4"
MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE
FAMILY RESIDENTIAL SERVICE OUTLET (PERSPECTIVE VIEW)
WHERE AN IRRIGATION METER
IS NOT PROVIDED NOTE:
BROOKS 2200 SERIES **'COARSE AGGREGATE SHALL BE VDOT #357
SINGLE SERVICE BOX WITH EXTENSION
CAST IRON LID OR APPROVED EQUAL
FINISHED GRADE
IN UNPAVED AREAS
BF1 OUR BIOFILTER 1
1/4" BEND COUPLING LOCKWING ANGLE
15 PERSPECTIVE AND SECTION
MUELLER NO. H -15069 ( 1 ") / \\ \\ VALVE
NO. H -15068 (1 1/2 ", 2 ") / / / \ / / / / _ COPPERSETTER
FORD NO. L02 -44 (1 ") \\
NO. L02 -66 11 1/2 ") (
PLACED
2 STO
NO. L02 - (2'"1 ` j FORD VV72 (5/8 "'x3/4 "I
OR APPROVED EQUAL z \OR APPROVED EQUAL
METER
BRICK AS NECESSARY
4" STONE BEDDING
CORPORATION STOP
1 ", 1 -112 ", 2 ")
MUELLER NO. H -15000
FORD NO. F -600, OR
NOTES:
APPROVED EQUAL
1. SADDLES SHALL BE USED ON PVC PIPE.
2, THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS
NOTED ABOVE OR UNLESS OTHERWISE APPROVED.
E TYPICAL SERVICE LATERAL INSTALLATION W -0n
PLAN AND SECTION N. I.,,.
N.T.S. 15 PERSPECTIVE AND SECTION N.T.S.
SECTION N.T.S.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 FAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979 -7522
f: 434-977 -1194
www.mckeecarson.com
McKee Carson and Held 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
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
isJ TH G p
ROBERT B . MCKEE"
NO. 78
70 AL G.a
1. 8 %006.Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
3.11/06/2006 ACSA Comments
Scale:
V
Date:07/24/06
Project No.:0612
a
BKT
Checked:RBM
Q
U W
n t
I_I cz
Fi
H"I
1. 8 %006.Resubmittal Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
3.11/06/2006 ACSA Comments
Sheet No.:
12 -1 y- 6 of:
SECTION -LID Workshop- Culpeper Soil and Water Conservation Ulstrlct
O
N.I.J.
LENGTH (IN FT)= 2.5
TOP OF THE BERM
ELV. 583.00
COARSE
AGGREGATE
FILTER
CLOTH
INV OUT = 582.50
BIOFILTER BED
X//
OUTLET (PERSPECTIVE VIEW)
NOTE:
COARSE AGGREGATE SHALL BE VDOT #357
BFZ OUTLET BIOFILTER 2
N.T.S.
LENGTH (IN FT)= 1.5
TOP OF THE BERM
ELV. 579.50
COARSE
AGGREGATE
FILTER
CLOTH
INV OUT 579.00
BIOFILTER BED
J
TEE.
TYPICAL SEWER SERVICE
LATERAL CONNEC
SALT TREATED
2 X 4 MARKER
FINISHED
GROUND
PLUG END
OF SERVICE
LATERAL
PROPERTY LINE
NOTES:
1. WHERE A SEWER SERVICE
LATERAL CONNECTS TO A
MANHOLE AND NO INVERT
ELEVATION FOR THE
SERVICE LATERAL IS
INDICATED, THE TOP
CROWN) ELEVATION OF
THE SERVICE LATERAL
PIPE SHALL BE AT
LEAST 0.2' HIGHER
THAN THE TOP (CROWNI
ELEVATION OF THE
LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED
INTO AN EXISTING
SEWER MAIN SHALL BE
CONNECTED USING A
PIPE SADDLE AS
MANUFACTURED BY
SEALTITE ", OR AN
APPROVED EQUAL.
3. MINIMUM GRADE FOR
SEWER SERVICE
CONNECTION SHALL BE 2
114" PER FOOTI.
4. ALL SEWER LATERALS
SHALL HAVE A MINIMUM
DIAMETER OF 4 ".
5. ALL SEWER LATERALS
SHALL HAVE A MINIMUM
COVER OF 3'.
woos
N.T.S.
WATER LINE _ - - - - --
EC -2 MATTING/
KEY IN FILTER CLOTH
STORMWATER CONVEYANCE CHANNEL
DD-043 SCC (WITH EC -2 MATTING) aDDD
SECTION -LID Workshop - Culpeper Soil and Water Conservation District
O
N.T.S. 15 PLAN AND SECTION
50% SAND/ 30% TOP
SOIL/ 20% LEAF MULCH
SAND 0.02 " - 0.04" ASTM
C -33 FINE)
4 " -6" PERFORATED PVC
PIPE rd 1% SLOPE (MIN) TO
STONE
PROVIDE ACROSS ENTIRE
WIDTH rd 20 FT O.C. _
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
8 OR #78 CLEAN - WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN - WASHED
STONE
Scale:NTS
Date:07/24/06
Project No.:0612
Designed:BKT
Checked:RBM
Sheet No.:
12 -1 y- 6 of:
SECTION -LID Workshop- Culpeper Soil and Water Conservation Ulstrlct
O
N.I.J.
LENGTH (IN FT)= 2.5
TOP OF THE BERM
ELV. 583.00
COARSE
AGGREGATE
FILTER
CLOTH
INV OUT = 582.50
BIOFILTER BED
X//
OUTLET (PERSPECTIVE VIEW)
NOTE:
COARSE AGGREGATE SHALL BE VDOT #357
BFZ OUTLET BIOFILTER 2
N.T.S.
LENGTH (IN FT)= 1.5
TOP OF THE BERM
ELV. 579.50
COARSE
AGGREGATE
FILTER
CLOTH
INV OUT 579.00
BIOFILTER BED
J
TEE.
TYPICAL SEWER SERVICE
LATERAL CONNEC
SALT TREATED
2 X 4 MARKER
FINISHED
GROUND
PLUG END
OF SERVICE
LATERAL
PROPERTY LINE
NOTES:
1. WHERE A SEWER SERVICE
LATERAL CONNECTS TO A
MANHOLE AND NO INVERT
ELEVATION FOR THE
SERVICE LATERAL IS
INDICATED, THE TOP
CROWN) ELEVATION OF
THE SERVICE LATERAL
PIPE SHALL BE AT
LEAST 0.2' HIGHER
THAN THE TOP (CROWNI
ELEVATION OF THE
LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED
INTO AN EXISTING
SEWER MAIN SHALL BE
CONNECTED USING A
PIPE SADDLE AS
MANUFACTURED BY
SEALTITE ", OR AN
APPROVED EQUAL.
3. MINIMUM GRADE FOR
SEWER SERVICE
CONNECTION SHALL BE 2
114" PER FOOTI.
4. ALL SEWER LATERALS
SHALL HAVE A MINIMUM
DIAMETER OF 4 ".
5. ALL SEWER LATERALS
SHALL HAVE A MINIMUM
COVER OF 3'.
woos
N.T.S.
WATER LINE _ - - - - --
EC -2 MATTING/
KEY IN FILTER CLOTH
STORMWATER CONVEYANCE CHANNEL
DD-043 SCC (WITH EC -2 MATTING) aDDD
SECTION -LID Workshop - Culpeper Soil and Water Conservation District
O
N.T.S. 15 PLAN AND SECTION
50% SAND/ 30% TOP
SOIL/ 20% LEAF MULCH
SAND 0.02 " - 0.04" ASTM
C -33 FINE)
4 " -6" PERFORATED PVC
PIPE rd 1% SLOPE (MIN) TO
STONE
PROVIDE ACROSS ENTIRE
WIDTH rd 20 FT O.C. _
NEEDLE - PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
8 OR #78 CLEAN - WASHED
DAYLIGHT
57 CLEAN - WASHED STONE
8 or #78
CLEAN - WASHED
STONE
IN -1 IN -2
602
588
6
587
01
600
586
599
585
598
584
597
583
596
582
595
581
594
580 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60
0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20
sD STORM DRAIN PROFILE SD DRIVEWAY ENTRANCE PROFILE
05 05 H:1" =10 - V: 1" =1'
PROPOSEDGRADE
i I
EXISTING
GRADE I `
I f -
5g8
I gF-
HGp i RIPRAP BED
rio 73j
I
0 4
M WATER LATERAL ® 2, ( ,F
MIN. 18" BELOW
STORM SEWER /fiwJz
Cr
w O z O
U) I— I m
a o ¢ 0 0
M (`7 N
O
co
a1
fn u) F- 1co I—
o 00 n
O a z0 O
z zz z Irn _ m rl _ 1--
I
2% CROSS S OPE
ON WOODBUFN RD.
I INITIAL 4% I I ENTRANCE $LOPE i -{
6% LOPE
I
I
I
i
O z
i J
O
I
I
co
rr
O
w
I
w a
O O
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434- 979 -7522
f: 434-977-1194
www.mckeecarson.com
McKee Carson and Feld 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
reproduced, changed, or copied in any
form or manner whatsoever. nor are they
to be assigned to any third party without
First obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
BF G
ROBERT B. MCKEE
N 77
10 AL V
O
Q
v
7
O
CIS
O
O
U e H v
o_
w
o_
w O z O
U) I— I m
a o ¢ 0 0
M (`7 N
O
co
a1
fn u) F- 1co I—
o 00 n
O a z0 O
z zz z Irn _ m rl _ 1--
I
2% CROSS S OPE
ON WOODBUFN RD.
I INITIAL 4% I I ENTRANCE $LOPE i -{
6% LOPE
I
I
I
i
O z
i J
O
I
I
co
rr
O
w
I
w a
O O
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434- 979 -7522
f: 434-977-1194
www.mckeecarson.com
McKee Carson and Feld 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
reproduced, changed, or copied in any
form or manner whatsoever. nor are they
to be assigned to any third party without
First obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
BF G
ROBERT B. MCKEE
N 77
10 AL V
O
Q
v
7
O
CIS
O
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434- 979 -7522
f: 434-977-1194
www.mckeecarson.com
McKee Carson and Feld 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
reproduced, changed, or copied in any
form or manner whatsoever. nor are they
to be assigned to any third party without
First obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
BF G
ROBERT B. MCKEE
N 77
10 AL V
Revisions:
1.08/26/2006 Resubmiital Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Scale: H: AS SHOWN; V: 1" =1'
Date: 08/28/2006
Project No.: 0612
Designed: BKT;LH
Checked: RBM;JHM
Sheet No.:
16 17
I Z-14 -G
O
Q
v
7
O
CIS
Revisions:
1.08/26/2006 Resubmiital Of
Final (Before Preliminary)
Site Plan
2.10/09/2006 County Comments
Scale: H: AS SHOWN; V: 1" =1'
Date: 08/28/2006
Project No.: 0612
Designed: BKT;LH
Checked: RBM;JHM
Sheet No.:
16 17
I Z-14 -G
T
ITI
D
W
L
C
MH6 MH5 MH4 MH3 MH2 MH1 Q I
550 - -
N O i o OMVN
NrrtcoLID
co
I I °
I °I I j I °I I I o
580 -- — - ~
I I
III
575 -
I
I I
565 — — - -- - - -- -- —— -
I
II I
i
560 --
II
i
I i
I
555
550
EX /S7 /NG
A l Gl7AOE
545 e' - - -'-
9a
i
PROPOSED
GRADE
I I I I I 1 1 1
535 -- -- — - - - - - - --
I
530
135.50 L.FI 8 PVC 0,76%
0 0. 4% 31, PV - -- _
i — - - - -- 8' PVC 9.50 L
107.00 L.F. PVC
It 0.58% fril 0.51% I 206.70 L.F. ,
520
I I I I 3
an a e
N N W O N N CC U
H 2 W 1-- I— g a? 2W 0 F a
D 0 TO n D rr N Cr a D
0 0 0 z o 00 o o j
515 > z >rn _ z z z > z _N .— __
Z ._._. . - -— -._. — .
J Z — W
0 CID COa) O 7 O W O W O O
Wo
frI
H la N 6 'n U (n I AN O NC) J 0 O N i m 0
D + Q
O
la I a 'J Z y N " UD z i Z :
a ' W O to H
Q
0 2: > I Z z NQZ I< z zz
510 emu z u Iz ( z a > z zr m _ D n z <onn zzz
9 +50 9 +00 8 +50 8 +00 7 +50 7 +00 6 +50 6 +00 5 +50 5 +00 4 +50 4 +00 3 +50 3 +00 2 +50 2 +00 1 +50 1 +00 0 +50 0 +00
SS SANITARY SEWER PROFILE
06
Notes
1.CONTRACTOR MUST ASSURE TO KEEP THREE FEET OF
COVER FROM THE TOP OF ALL THE SANITARY SEWER LINES.
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434- 979 -7522
f: 434 -977 -1194
wwvi.mckeecarson.com
McKee Corson and Feld Sport Concepts, Ltd.
reserves its common low copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Corson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
F -,
O,: L
Q
ROBERT B. MCKEE
N .778
SIL 0 S 70N LGt
Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2. 10/09/2006 County Comments
3.11/06/2006 ACSA Comments
Scale:H:1" = 50'; V:1" = 5'
Date:
w
W
0612
Designed:BKT
Checked:
w
I ^I
4 w
w
0
O
CJ
Revisions:
1.08/26/2006 Resubmittal Of
Final (Before Preliminary)
Site Plan
2. 10/09/2006 County Comments
3.11/06/2006 ACSA Comments
Sheet No.:
17
Of: 17
Gra i2 -1y -0
Scale:H:1" = 50'; V:1" = 5'
Date:07/24/06
Project No.:0612
Designed:BKT
Checked:RBM
Sheet No.:
17
Of: 17
Gra i2 -1y -0