HomeMy WebLinkAboutSDP201100082 Plan - Approved 2012-05-241t%1K11-rV RAAD• I" - RON
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PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED
IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS
SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE
ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR
NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION
MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN
APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATION'S ON-SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES
NECESSARY, .AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT
FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND
CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE,
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL
ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY
DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR
EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS
OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER,
CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL
MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR
THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE..
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR
INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED
WITH REPAIR AND RESTORATION OF SERVICE.
11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADVIVAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR
MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE., IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY
ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES
SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS. WELL AS VDOT AND ADJACENT OWNERS.
13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE.
15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION (DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL
UNDERWAY.
16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE
PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL SAND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND.
18. 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. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT.
19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER.
21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS.
22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE A 2' OVERHANG IS POSSIBLE.
23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AIISLE WIDTH UNLESS OTHERWISE SPECIFIED.
24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE OR
A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL
25. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30".
27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE.
29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION.
30. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING.
31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF
REQUIRED) PER VDOT STANDARDS.
32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE
PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDO)T STANDARD PB -1 BEDDING.
33. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING.
35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM
36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM( TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE
SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE.
37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN %2 INCH OF REQUIRED SUBGRADE ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED FINISH ELEVATIONS.
39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS.
40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS.
41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN( 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS.
42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY
CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE (COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE
PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO
INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS
PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
ALBEMARLE COUNTY, VIRGINIA
MAJOR SITE PLAN AMENDMENT
SDP #200500036)
DECEMBER 12, 2011
FINAL APPROVAL: MAY 2412012
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL. BE RESPONSIBLE FOR NOTIFYING THE
PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS LAND WHERE SHOWN, ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTUREES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED
BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATIER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS
INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATIER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES (ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS
REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS
SPECIFIED LATEST EDITION CHECKLIST.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PEERMIT SHALL BE OBTAINED FROM THE
VIRGINIAS DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATEERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS), OTHERWISE NOTED.
3. EROSION* AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS (OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTfRY (29 CFR PART 1926).
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT
OF COMMAUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE
SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED
PAVEMEPNT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
3. SURFACEE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR T(O ACCEPTANCE BY THE COUNTY. ALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION.
ADDITIOPNAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY.
WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER
WIDTHS ;SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE
STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS I PROJECT EXPIRE PRIOR TO SIGNING
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGHS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY
ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC; CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STFANDARD CD -1 OR CD -2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN
ON THE FROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
INSPECTFION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
RWSA CONSITRUCTION NOTES: SEE SHEET 2
STANDARDS AND SPECIFICATIONS
1. VIRGINIAS DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
2. VIRGINIAS DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
3. VIRGINIA\ DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
4. VIRGINIAS DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK,
THIRD EEDITION, 1992.
5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
6. VIRGINIAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009.
7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF: THE WATER AND SEWER SYSTEMS
WITHIN ITHE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005.
8. INTERNA'TIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003.
SURVE'YOR'S LEGEND
BH BORE HOLE
BM BENCH MARK
CO CLEAN OUT
DIP DUCTILE IRON PIPE
E SANITARY SEWER MANHOLE
IF IRON FOUND
MF MONUMENT FOUND
PF PIPE FOUND
PKNS P -K NAIL SET
S SIGN
WM WATER METER
WV WATER VALVE
240AK40 24" OAK W/ 40' CANOPY DIA.
UTILITIES LEGEND
GAS LINE GAS
PHONE LINE PHDNE
OVERHEAD ELECTRIC DHE
SANITARY SEWER S
UNDERGROUND ELECTRIC UGE
WATER LINE H20
EX. STORM DRAIN LINE
PROP. STORM DRAIN LINE
DEMOLITION LEGEND
TBS TO BE SAVED
TBR TO BE REMOVED
EX. EXISTING
3.34
SITE ELEMENT TO BE REMOVED
XTREE TO BE REMOVED
UTILITY LINE TO BE REMOVED
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Community Davc oment D_patlw2nt
Date 2 2
File# 2
ALTH OF
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7ti Lic. No. 35326 W
SHEET INC
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8 INl
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
SHEET 15
SHEET 16
APPROVAL
PLANNING/ZONING
vl
ENGINEER
BUILDING OFFICIAL
J' j FIRE OFFICIAL
ONAL4"
ACSA/ WS P
SITE DATA VDOT
DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION; PO BOX 400218 CHARLOTT
CONTACT: CHRIS SCHOOLEY
PROPERTY OWNER: UNIVERSITY OF VIRGINIA HOST PROPERTIES, INC.
PO BOX 5307 CHARLOTTESVILLE, VA 22905; 434-982-3777 CONTACT
TAX MAP / PARCEL #
PROPERTY ADDRESS
PROPERTY SIZE
ZONING
MAGISTERIAL:
COMPREHENSIVE PLAN:
DRINKING WATER
WATERSHED:
TAX MAP 59 D2 01, PARCEL 15, TAX MAP 59 D2 01, PARCEL 2, TAX M
200 WELLINGTON DRIVE
TMP 59D2-01-15 (12.141 AC.), TMP 59D2-01-02 (38.047 AC.), TMP 75-6,
TMP 59D2-01-15 (HC) SUBJECT TIO ZMA-2004-015 (SEE LIST OF PROF
TMP 59D2-01-02 (HC.), TMP 75-63 (R-1 W/ SPECIAL USE PERMIT -SEE
SAMUEL MILLER
NEIGHBORHOOD 6 - INSTITUTIONAL USE
NONE
TOTAL # OF UNITS / DENSITY: N/A
DENSITY BONUS FACTORS: NONE
WAIVER / VARIANCE CRITICAL SLOPE DISTURBANCE SON TMP 59D2-01-15 & TMP 75-63 (A
REQUESTS: 20' BUFFER DISTURBANCE ON TIMP 59D2-01-15 (APPROVED ON 12/2
SURVEY SOURCES: THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIREC'
HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HI
WAS OBTAINED ON SEPTEMBER 26, 2001 THROUGH OCTOBER 21, 2
DATUM: HORIZONTAL NAD -83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88.
BENCHMARK: THE SURVEY CONTROL IS BASED UPON THOMAS B. LINCOLN LAND
POINTS T-1002 AND T-1017 AND VVAS PROVIDED BY THE UNIVERSIT`
BENCHMARK: REAR CORNER OF EXISTING DROP INLET #3; ELEV. 5
LAND -USE BREAKDOWN: LAND -USE SF AC
BUILDINGS W.587 3.34 28%
ROADSIS DEWALKS: .. .........
AM PEAK HOUR
ASPKLT PAVEMENT ......, 91.560 2.08 17a./o
CONCRETE PAVEMENT ....... .... 29,6661 0.68 6%
C UTDOOR COURTS 90.306: 2.07 ,' 17%
OPEN SPACE: 17Z7431 3.97 33°f„
BUILDING SQUARE FOOTAGE: 154,431 SF EXISTING
32,388 SF PROPOSED
186,819 SF TOTAL
SETBACKS: 50' BUILDING SETBACK ADJACENT TO RESIDENTIAL
20' PARKING SETBACK ADJACENT TO RESIDENTIAL
20' BUFFER ZONE ADJACENT TO RESIDENTIAL
MAX. HEIGHT OF STRUCTURE: 35' BY CODE
40' EXISTING BUILDING
33'- 11" HEIGHT PROPOSED BUILDING
NUMBER OF EMPLOYEES: APPROXIMATELY 30
RECREATIONAL AREA: N/A
LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS
PARKING REQUIREMENTS: 6,850 SF SWIMMING POOL (1 SPACE/125 SF)
23 TENNIS COURTS (2 SPACE/COIURT)
RACQUETBALL (SEE SDP-1000-05il)
1 BASKETBALL COURT (2 SPACES/BASKET)
440 SF ROCK CLIMBING STUDIO (;1 SPACE/125 SF)
3,207 SF FITNESS STUDIO (1 SPACE/125 SF)
11 SQUASH COURTS (2 SPACE/COURT)
REQUIRED PARKING SPACES FOR SPORT CLUB
PARKING BREAKDOWN
EX.SPACES ADJACENT TO POOLPTENNIS COURTS ( TMP 59D2-01-15)
SHARED SPACES IN EXISTING 41 SPACE LOT FOR INN ( TMP 59D2-0'
EX.SPACES ALONG REAR SERVICE DRIVE ( TMP 59D2-01-15)
EX. SPACES AT REAR ENTRANCE: TO RACQUET CLUB T.B.R. ( TMP 5!
PROPOSED SPACES ADJACENT TO NEW SQUASH BLDG ( TMP 59D2 -
PROPOSED EMPLOYEE/SPILLOVER PARKING ON T MP 59D2-01-02
PROPOSED PARKING SPACES FOR SPORTS CLUB
EMPLOYEES WILL BE ENCOURAGED TO PARK IN DESIGNATED EMF
SEE EVENT PARKING MANAGEKAENT PLAN (AMENDED 01-19-12) LE
TRIP GENERATION ESTIMATES:
ITE TRIP GENERATION
LAND USE CODE 491: RACQUET/TENNIS CLUB
DAY WEEKDAY WEEKDAY WEEKDAY SATURDAY
AM PEAK HOUR PM PEAK HOUR
TRIP GENERATION RATE 38.70 VPD/COURT 2.30 VPH/COURT 41.38 VPH/COURT 31.60 VPD/COURT
COURTS 11 11 11 11
TOTAL 426 VPD 25 VPH 48 VPH 348 VPD
SITE NOTES:
1. THE PROJECT PROPOSES A 32,388 SQUARE FOOT ADDITION TO THE EXISTING 154,431 SQUARE I
FACILITY, RELOCATION OF THE EXISTING 76 PARKING ON SITE, AND THE ADDITION OF 34 PARKIls
PARCEL (SAME OWNER).
2. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND NOT WITHIN A DRINKING WATER
3. NO PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN.
4. THE EXISTING VEGETATION OF THESITE IS MIX OF PAVED PARKING LOTS AND OPEN TURFED/LA
5. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE S
THE OWNER / DEVELOPER.
6. EXISTING DUMPSTER LOCATIONS ON SITE ARE SUFFICIENT AIND WIIL BE UTILIZED. NO ADDITION
PROPOSED.
REVISIONS:
1. 01/19/12 REVIEW COMMENTS FROM ALBEMARLE COUNTY, VD07, ACSA, AND RWSA
2. 02/15/12 ACSA COMMENTS
3.03/12/12 COUNTY COMMENTS
2.
Y
multiple segments and/or structures (or creating.the appcaran(ce of multiple segments
a d/Qr sta t ctur€ s with a ter racr<d roof Brie) and then locating the different segn?cnts and/or
statctums var us final elevation levels, all as reason, ly possible given the
PropUty's site constraints and applicalxle rCgtila%C)r? d ordiirraxkccs. Unless specifically :
referenced on the Do velopinent Plan, or othervvise.rcferencedl txt this pTotfer statena€,rat, all t
other plaits and illtlstrsations submitted liStt f the wrler's rezoning Ilatr iiitlS shall ilii
deeined illus Tative only, and such plans aridillustrations shall not be deemed pcoi`feroa.
The Owner Ic8c r-8 the right to develop the Property in phzwes, , as shown on the
D velopmeat PIM -1.
2. ' ithtn the Pt"ol3tdrty only rite following uses shall ba pertmitte'd by right, subject
always to the express tr€rts t f: this pzzfer stemertt;
a) Prtrattartt to subs tit«n2 ,2.l,of ection 24, BC hight t ay' cornrnert ial Ming
distiirt, of the Albemarle c linty Zoning Ordinance, as the red latirrts exist tart
December g, 2€}U het Porta bele : ecticara 2.2.1 nurn`bers 6, D, 3:5,36,37,
41, 4.2, -, p 45.
b) ltzrsuant to subsection X2,2.1: raf Set tioa 22-l`,1Fi17]ierCic 1 zoning district, d€
the Alba rnarle Cotrtrtty Zon
I
ip,& Ordinance, as those re.,gulations exist ort December
8'y' 00asset forth laelaw: See on. 22.2,1 numbers bA b.8 b 17 b,19 b,19,
b..24, b26, and :b,27.
IFhe lay-ingllt uses cif tl)e Property at ate perr€bitted prsuaEtt tee setrrns Z l.2.1 andth
22.2,1 and pursuant to!this proffer s)ta D"t are s1 own below wiilida 4triketllrCil h. 1
al[g rays tothe cxpr.ss terms cadUseswhichWi71notbperttaliedont116pOperty (sublrct
tillis prestfer statertzcnt) Ixavo beers intlicatecl by sari ethrottgh.. Any use dlassittcations
added to sections 24,_ I artd 22,2.1 ter December 8, 200 shall be rases which shall not
be pea fitted on the Pro eztyb
Giff24.2.1 BY R1
The ft Ilriwing uses shall 1 knitted iri anY I-C dilstrict stiject< to the
re uirenaerlts andlimitations of these regultttirtrls, ` Ile 7cln2il sa4milli5triitCll", atter
consult aticarr Frith tints director cif pl nntng and other alxproprlate officials, may
n t a.s a use by d t, a use not apecifacal ly putted; pxr)Adecl that such ti cpe
shall bo sirrail to, uses permitted by right In general! character and mat
specifically, similar in term of locational requirements, operational .
ningclaaracteasties, visutt impact and traffic rteratiesrt. Appeals frarn thezoning.
administrator's de€;ision shall lac as gencr lly pro ide'd fiat scction 3,{}
1 h, tn+rirtdz Yr fir. r•r s,x <er. . anti, a`_:
n
t
Ex
Tie ir llrtwirtg uses shall % peitnrtted in any 1 district, ul ject tc the
requirements and limitations oaf these regulations. Tha zoning administrator, after
N
RWSA GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY
15, 1998, EXCEPT AS MODIFIED BEILOW OR MODIFIED IN SPECIAL NOTES.
2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF WORK.
3. THE CONTRACTOR SHALL BE RESIPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
4. RWSA ENGINEER (VICTORIA FORT' AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS
OR HOLIDAYS WITH SPECIAL WRITTEN PERMISSION FROM RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTIL171ES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION,
SIZE, AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE
DUE DILIGENCE TO PROTECT ALL IUTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION
AT NO ADDITIONAL COST TO THE (OWNER.
8. EROSION AND SEDIMENT CONTRO)L FACILITIES SHALL NOT BE PERMITTED IN RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASMENT UNLESS PERMITTED OTHERWISE BY
RWSA IN WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED.
FOR BLASTING WITHIN 100 FEET OIF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST- CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT
THE PROPOSED BLASTING WILL N(OT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERWE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE
AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS) SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING
AND FLUSHING NEW WATER MAIN'S WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA (FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
5
7KAA - 7nna-n1 r-% ppnFFFR.q
AL11A,t
COUNTY OF AL.BEMARLE
Qept. of Planning & Community Development
4101 McIntire Road
Cha-loitesvilie, Virginia 22902-4596
804) 296-5823
April 1, 1997
University.of Virginia Real Estate Foundation
ATTN: Jim Wilson
P 0 Box 9023'
Charlottesville, VA. 22906
RE: 5P-96-53 UR.E^"
Tax Map 75, Parcel 63
Dear Mr. Wilson:
The Albemarle County Board of Supervisors, at its meeting on .March 19, 199,
above -noted request to allow expansion of the Birdwood Golf Course facilities
this approval is subject to the following conditions:
1. Approval is for the existing golf course facility (including buildings, pa
improvements) and the building enclosure/addition only. Any neva con
than minor changes (such as additional practice tees, modifications of g.
changes that do not require a site plan) to the existing buildings and sit(
expansion outside of the current bowndaries of the existing golf course,
amended special use permit;.
2. A field verified plan of the golf course be provided by the applicant she
of buildings, drives, parking lots and other constructed improvements,.
plan or "as -built', plan should' be prowided in conjunction with the Bird..:
Neighborhood Ilan which is hart of'the Area B Study;
3. Continued implementation of an Intsegrated Pest;ManagementNittrienf
to reduce adverse water quality inaptacts.
In the event that the use,. structure or activity for which this special use hermit"
be commenced within eighteen (l8.) months after the issuance of such permit,
deemed abandoned and the authority granted thereunder shall thereuf on termit
of this section, the: term "cotnmenced" shalll be construed to include the eommi
construction of any structure necessary to t1he use of such permit within two (2
date of the issuance thereof which is thereafter completed within one (1) year:.
Before beginning this use, you must obtain a zoning, clearance: from the Zonirtl
Before the Zoning Department' will issue a +clearance, you must comply with tt
this letter.: For further information, please call Jan Sprinkle at 296-5875.
If you should have any questions or comments regarding the above -noted actio
hesitate to contact tne.
Sincerely;,
V. Wayne ilimberg;
Director of Planning & Co unity Development
VWC/jcf
cc: Amelia McCulley Jack Kelsey
SP 96-53 CONDITIONS FOF
R0XjjM?E IEDG F POND X,
EX. RWSA 15" CLAY 0 SSURVEYNOTES
0ZETWTE . .. . ............. .......... R EPTORfpEX. RWSA SMH 30'RW5,4'
1 . THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
CZI-MH-16
4 +
KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT THE + E)t-RWSA SMH T, -r.
ITS. RIM 710,
N SEPTEMBER 26,2011 THROUGH OCTOBER21,2011; AND THATTHIS V. ORIGINAL DATA WAS OBTAINED 0 535.4 (15'),,
5 CLEAMIINS 5IALDATAINCLUDINGMETADATAMEETSMINIMUMACCURACYARAOFSkL1E,,CT1VEEPLAT, MAP OR DIGITAL GEOSPAT -11
1 . ....... .... . ....... . INV. 535._4 1571
FQRSIGI-IT,01STANCE W 533-7 ff5ff) - - ----- - - - ------- - - STANDARDS UNLESS OTHERWISE NOTED. 11 - \ - ;
I ii 1
IN 5_33,._7,1___--,__-,__-_ MAS B. LINCOLN LAND SURVEYOR, INC. GROUND RtM9vE 4A1,4A1V1HUs1 V* 43 EX. PARKING SPACES2. THIS SURVEY CONTROL IS BASED UPON THO
V/ REMOV -8" CCONTROLPOINTST-1002 AND T-1017 AND WAS PROVIDED BY UNIVERSITY OF VIRGINIA FOUNDATION. El
a
m
88. REMO 61(E' Ss 3:
83 VIRGINIA SOUTH ZONE, VERTICAL NAVD3. DATUM: HORIZONTAL NAD
Ar%=1wu vCALL AfAUMN OLIVE GRAS4. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL '
SRTHERAISECRbXION218" CEDAR'§ RWSA._SMH- DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. E4BECONTRACTORAGREESTOBEFULLYRESPONSIBLEFORANYANDALLDAMAGESWHICHMIGHTJMc:;z I u DRIM543. -------------------- REMOVED TREE S TO BE .. . .......... OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL A" RIM 54; RI
UNDERGROUND UTILITIES. -REMOVED
INAA 533.7
A lf V. 533.3 p,
A
A. WATER AND SEWER
XISTING GRA VEL ARE
TO BE CONVERTED TO 0UTILITYOPERATORSFOR:
INV. 533 (1 -) _. -.1 `
4
0Xv. sm 1. ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA26) - (434) 531-0714, EXT. '1146.
434) 977-2970. GRASS
PAVED PARKING CZ -14 .. ..... 2. RIVANNA WATER AND SEWER AUTHORITY (RWS099)
j
I
o
B. TELEPHONE m-13'UNDERCUT REQ.) EXISTING'
l,
X1
545.01
671. NTELOS (NTEL03) - (866) 808-0099
GRAVEL PARKING LOT C96VRT 33.3(8- ------ 866) 808-00992. CENTURYLINK (CTL054) AREA IN"
C. ELECTRIC
X, IN V. 53
A
1. DOMINION VIRGINIA POWER (DM010) - (866) 808-0099 T.B.
D. TELEVISION
kobb) ovo-vvuzl1. COMCAS I kum, 14 1)
E. GAS ELECTRICAL OUTLETS TO
1. CHARLOTTESVILLE CITY GAS (CICV22) - (434) 970-3800
BE REMOVED, TYP.
F. GENERAL UTILITIES c1bx
43 /Z1. UVA UTILITIES (UVA300)
TELEPHONE: 1-800-552 RE4QVED AND W.L. TO B)E
4)243-1704
D. L AND PIPE TO BE "'
WRD HYDRANT TO BE
2. MISS UTILITY CONTACT INFORMATION: -7001.
REMOVED f
GRASS 4,4/`III66NED
5.) SUBJECT TO A UTILITY AND ACCESS EASEMENT RECORDED IN DEED BOOK 658, PAGE 1 (UNPLATTABLE).
NS OF RECORD. 6.) MAY BE SUBJECT TO ADDITIONAL REST RICTIO GRASS
x
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WATER METER
VAULT CLAY TENNIS COURT
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ADD 2'± TO EXISTING 16' ASPHALT
DRIVE TO MAKE 18 MIN. WIDTH
CLAY TENNIS COURT
CHAIN LINK FENCE
NQ. DITCH
STORM j,
WD
CHAIN LINK FENCE
ASPHALT TENNIS COURT
F-1 ---- ------ ------- --- - ------ ------ ------ --- F -1 F T — — — — — — 7-1 --- ------ ------ ---- - ------ ------ -T -1
G) TENNIS Co'bRTf§
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UNIVERPITIY OF VIRGINIA H OPERTIfS, ZINC.
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CHAIN LINK FENCE
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D,P.2TI2, PG. 32
DA. 1655, G. 27'1, DUCEk \
1 -iE.-- BOX D.4.756, P& 372'-,
o> / :' / / \ ' CUf AND CAP EXISTfN
8'%TERLINE
TEE 8OXscale 1"=20'
nor h 0' 10' 20' 40' 80'
7-
CONTINUATION FROM SHEET 4
SCALE: 1" = 20'
EX. PAVED
SERVICE AREA
I
EXISTING
EMPLOYEE
ACCESS POINT
EX. POOL
121
TP ERTIE, INC.
3: HC
PG. 87
PG. 48.7
no Ih
EMPLOYEE PARKING AREA
SCALE: 1" = 20'
5' WIDE RAVED WALK
scale : 1"=20'
0' 10' 20'
580
570
560
550
540
i
570
560
550
540
570
560
550
540
530
10+00
STORM DRAIN 'A' PROFILE
SCALE: H: 1"=20', V: 1"=10'
11+00 12+00 13+00 14+00
STORM DRAIN 'B' PROFILE
SCALE: H: 1 "=20', V: 1 "=10'
11+00
570
SD SD
560
550
SD
Ti-T+:
B2 B3
550
540
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550.....................................................................................................................................................................
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z EXISTING G ADE
6..„.....................
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I
t
I
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pVC6
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LF.... OF64.8
II I
f E.................................................
E I7TTIE520...............................
EX. 15"' 15.75 LF OF 6" PVC @ 7 70%
I
RWSA 1S S.
EX. RWSA S
OLE
rr
i.................. ..............................
10+00
E................................................. .................................................
11+00
0 E 1.14o/° SLOPE 1',11%— St— J
I
E (STING 24 HD E
EXISTING 24 HDPE TO -- RE@1.0 _ /fl TO RE AI.N-.....................................................................................
@ 1.0 +/° TO REMAIN
REPL CE EXISTING
24" H PE WITH 43.84
3
LF OF HDPE @ 1.14%
STORM DRAIN 'B' PROFILE
SCALE: H: 1 "=20', V: 1 "=10'
11+00
570
570
560
550
540
530
STORM DRAIN 'B3-1' PROFILE
SCALE: H: V=20', V: 1"=10'
580 580
570
57'0
560
560
550
560
550
540 540
550
540
YIEX
WONJ
54.0
530
E............................................
OOOd0 JLoc:.c
530
570
560
550
540
530
STORM DRAIN 'B3-1' PROFILE
SCALE: H: V=20', V: 1"=10'
580 580
570 570
560 560
550 550
540 540
SD
T4L, A3
o o Ln Ln Z 00cMN ?
Q LoQOOlf) L t Q Qf)
m + Lo Lo Lo m
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z ( € Z
PROPOSED GRAD €
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SEPAR TION — —
REQUIR D
52.01 LF OF, 15" HDP 1. 5%
E
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I
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E
I
E
00
w I
z i
r
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580 570
570 560
560 550
550 540
540 530
STORM DRAIN 'A3-1' PROFILE
SCALE: H: 1"=20', V: 1"=10'
ss ss
Z1Z2.............. YIEX
WONJ
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coO~
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zjlz
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550.....................................................................................................................................................................
a.
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EX. RWSA
SMH
6..„.....................
7..................
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I
t
I
E
pVC6
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LF.... OF64.8
II I
f E.................................................
E I7TTIE520...............................
EX. 15"' 15.75 LF OF 6" PVC @ 7 70%
RWSA 1S S.
EX. RWSA S
MAN
III
OLE
i.................. ..............................
10+00
E................................................. .................................................
11+00
SANITARY SEWER 'Z' PROFILE
SCALE: H: 1"=20', V: 1"=10'
10+00
STORM DF
SCALE: H: 1"=20', V:
SS
Z3
W O"tLo
jr*- - ti
zOLd
Q + Ln Ln
r 5 Z
wQ
Q Z
af
w
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I
E
6' PVC SAN. LAT RAL TO BLDG, @ 2% MIN.
EE MEP DRAWINGS FOR CO TINUst AT I O N
12+00
WATERLINE 'A' PROFILE
SCALE: H: 1 "=20', V: 1 "=10'
11+00 12+UU 13+UU 14+00 15+00 16 +00
INLET DRAINAGE AREA MAP
SCALE: 1" = 209
F T - - - - - - - T
GATE
F T
L L - - - - - - LLI
CLAY TENNIS COURT
CLAY TENNIS COURT
ASPHALT TENNIS COURT
ASPHALT TENNIS COURII.
2P';
XU -01,1 OAY
x
iYl
scale: 1"=20'
no h 0' 10' 20'
PIPE DESIGN TABLE
n = 0.025 for Cmp n = 0.013 for RCP m = 0.01 for HDPE
Pipe Hydrology Pipe
E
iz
Qt
E
A
2L
2
E
LL
Pipe run: A
AS A40,20 0.72 0.144 OJ 44 5,C) 0 6,67 010A 0.96 4.96 01
A4 A3 0.36 0.58 0,209 0,363 5,1 7 6,61 1,
138
Z33 560.15 558.35 84.50 0.013 2A 3 15 9,43 6.50 0
A3 A2 0.13 0.61 0,'J OA,16 5,19 6,U, 0-52. 3.24 568.25 565.67 107.26 0.013 5r? 15 10,21 7.54 CA
A2 Al 0.00 0.00 0,001 0.496 5 C3 6,46 0,00 3.21 565.47 651.00 166.15 0.013 2.38 15 10,96 7.92 C.
A3-11 A3 0.08 0.90 0, 0 64 U64 6,00 6, 6 7 0k.43 043 559.00 558.35 62.01 0.013 1,25 15 7.22 3.41 C
Pipe run: B
EX B3 0.78 0.86 0,671, M71 5,C0 667 4,47 4.47 546.50 546.00 81.10 0.013 20.6- 24 17-76 4.80
B3 B2 0.00 0.85 0,000 L0319 5, 23' 657 0,00 6.1K 545.90 545M 27.07 0.013 1,11 24 2182 6.54
B2 Bi 0.00 0.80 cono 1.039 S"? a a C76 c"' o0 rx pio 546.50 545.00 4334 0.013 11,14 24 24,16 7.69
133-1 B3 0,46 0.80 0.3168 0.368 6,00 R 0, 7 2.45 2.45 549.00 W.00 2`5.85 0.013 3.72- 15 12'.47 8.14
777T
Pipe run: C
C2 ci 1.59 1 0,65 1,034 1 '1.0. t4 5,000 5,6 7 6,89 1 65,81a 1 542.00 541.00 41.00 0.013 44 15 10,09 8.91
TURF,
CLASS Al RIP RAP
BROWN RIVERSTONE)
EXISTING GRADE
VDOT STD. EC -3 TYPE A
NOTES:
EROSION CONTROL MATTING
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
4" 2"R
LiEXISTINGGRADE
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST. _N
3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. co
1.5" VDOT SM 9.5A
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" SEE SURFACE ASPHALT WEARING COURSE
15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) X,
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE 4
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. !?Y
2" VDOT IM -19 ASPHALT BASE COURSE -
X
OTHERWISE THE DEPTH IS TO BE 181, AS SHOWN. NO ADJUSTMENT Lo
IS TO BE MADE FOR A DECREASE ORANINTHEPRICEBID
X
INCREASE IN DEPTH. 6" COMPACTED VDOT 21A STONE BASE
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED :SUBBASE
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND COMPACTED SUBGRADE6
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
STANDARD CG IS REQUIRED. EXCEEDED -3 Z\Y/
SEE LANDSCAPE PLAN FOR
X. z
PLANTING SCHEDULF_
611 CURB (VDOT STD. CG -2) ASPHALT DRIVE/ PARKING PAVING SECTION "RECEIVING" CHANNEL
SECTION (N.T.S.) CLEAN-OUTCLEAN-OUT
T TW/WATERTIGHT
CAP (TYP) IV f
L,^ 4 nNOTES: 0 HOLE I
I I
2 1pII
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. FULIL THICKNESS STATE APPROVED
1, BIO -MEDIA MIX
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 24 2 4
4000 PSI IF PRECAST. 4" -7
ol
4"
6-0" 2- #3 REBAR-----\ r%
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
4" DEEP PEAGRAVELSHALLBEPAIDFORASRADIALCOMBINATION
LL
CURB & GUTTER. FILTER LAYER
2SIN
R
4. FOR USE WITH STABILIZED OPEN -GRADED
00
Lo
UNDERDRAIN GRAVEL
DRAINAGE LAYER, THE BOTTOM OF THE CURB "2'
AND GUTTER SHALL BE CONSTRUCTED PARALLEL TOP VIEW (AASHTO M43,1/2" -l") 6" NON-PERFO[
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF PAVEMENT. v
PRIME AND SEAL PVC PIPE @ 1
110
6" PERFORATED SCHEDULE 40 PVC PIPE81'
CROSS SECTION2' OR EQUIVALENT @ 1% SLOPE (MIN) TO
5. THIS CURB MAY BE USED WHEN DESIGN SPEED 12" COMPACTED VDOT 21A STONE BASE "A"
DI OR DAYLIGHTIS40MPHORLESSONRURALHIGHWAYSAND
45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN PROVIDE ACROSS ENTIRE WIDTH @ 10 ft O.C.
ol -IN SECTION "A" ENLARGEDAREAS. IF THESE DESIGN SPEEDS ARE
LoII
II till
mEXCEEDEDSTANDARDCG -7 IS REQUIRED.
THIS AREA MAY BE CONCRETE "
A" NOTES:
AT THE OPTION OF THE CONTRACTOR
REPLACE 24" OF EXISTING 1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVE
SIDE VIEW
THE BOTTOM OF THE CURB AND GUTTER SUBGRADE W/ 24" OF SUITABLE BOTTOM OF BIORETENTON AREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BP
MAY BE CONSTRUCTED PARALLEL TO THE COMPACTED FILL MATERIAL 2. PROVIDE 12" PONDING DEPTH TO THE CREST (DF AN OVERFLOW STRUCTURE.
SLOPE OF SUBBASE COURSES PROVIDED A @ 95% STD PROCTOR
3. THE DISTANCE BETWEEN CLEAN -OUTS WILL NIOT EXCEED 50 FEET.
MINIMUM DEPTH OF 7" IS MAINTAINED.
BIO -FILTER A
TYPICAL SECTION/DETAIL (N.T.S) 61' CURB & GUTTER (VDOT STD. CG -6) EMPLOYEE PARKING LOT PAVING SECTION DOUBLE -SIDED CONCRETE WHEELSTOP
12"
1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL HANDICAP SIGN -
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE ===
z
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. RESERVED BLUE BACKGROUND, WHITE LETTERING
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR PARKING (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT -ow
EXPANSION JOINT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. EQUIVILENT)PENALTY
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT 00
FINE
WITH REQUIRED BARS. (D T.__A_"y.N
EQUAL TO WIDTH OF SIDEWALK' TYP. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MUTCD
5. REQUIRED BARS ARE TO BE No- 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. PENALTY
R7-8 (VA)
MINIMUM CONCRETE COVER lY2". $100 - $500 FINErVAN
T11111 111E6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. I ACCESSIBLE
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THEE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS _N
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILIITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTFRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 12" X 12" PENALITY MINE PLACECARD MAY BE ADDED
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS BELOW PRIMARY SIGIN (IF REQUIRED BY LOCAL RECOMMENDED MINIM
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
z 8. RAMPS MAY BE PLACED ON RADIAL r)R TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AUTHORITIES) PIPE DIAMAIN. I
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. FINAL
xl 4" BACKFILLIS4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY LL9. TYPICAL CONCRETE SIDEWALK SIGN MUTCD R7 -8B
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". LU SHALL BE INSTALLED AT SPACES WHICH ARE VAN 6" LU MIN. COVER TOW
LE ACCESSIBLE ONLY AS SHOWN ON PLANS MIN. COVER TO
PERMISSIBLE RIGID PAVEMENT, H FLEXIBLE PAVEMENT, H 6
CONSTRUCTION +
JOINT
10"
0D METAL SIGN POST5DOWELS, 8" LONG A PERMISSIBLE
12"
AT 12" C C -K-1 CONSTRUCTION
SECTION B 84" CLEAR MIN. WHEM PEDESTRIAN PATH FROM CAR 6
I 5' MIN. JOINT -B
TO WALK PASSES BY OR UNDER THE SIGN
M . .77X - f INITIALIt2i12:1 MAX 6MIN 18"
2'_ 121 SPRINGLINE BACKFILL
B B
2" SMOOTH TROWELED EDGE; 12 24"
CONTRACTION JOINT OPTIONAL zl \,_ HAUNCH 30"
SCORED BROOM FINISH; TYP.
A TRUNCATED DOMES
FINISHED GRADE BEDDING
36"
CURBING PERPENDICULAR TO DIRECTION
z .z 4" FOR 4"-24" PIPE 42"
PLAN OF TRAVEL 5-0" MIN. 6" FOR 30"-60" PIPE SUITABLE
SHAPE TO MATCH FACE n", MIN. TRENCH WIDTH 48"
OF ROADWAY CURB(SEE TABLE) FOUNDATION
BACK OF CURB 48:1 MAX 5, MIN
54"
020:1 48: 1 MAX.
co co 60"
co 0
CONCRETE FOOTING (CLASS B) NOTES: F 2000 PSI MIN. Ou A 4' SQUARE LANDING AREA
1 DEEP CONTRACTION/SCC)RE =1 ----------- 1 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, -STANDAREY2" EXPANSION JOINT W/ Y2" RECESSED p OUTSIDE OF TRAVELWAYSECTIONA -A
JOINT, SPACED EVERY 5'0.C.;; TYP. BACKER ROD AND CAULK, SPACED
C S
SHALL BE PROVIDED FOR PRACTICE FOR
RO s
2XI
PERPEND CULAR CROSSWALK
X11
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FL(
EVERY 25 (MIN) O.C.; TYP. n n WITHIN THE MARKED APPLICATIONS", LATEST ADDITION
CROSSWALK CROSSWALK AREA. COMPAC ED SUBGRADE
v4x
3000 PSI CONCRETE AT 28 TYPICAL PLACEMENT 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL
DAYS, AIR -ENTRAINED AT flNTERSECTION MATERIAL, WHEN REQUIRED.
WITIHIN CROSSWALK 12"
x X X X' ,x . I P x - 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL
2yr C -C TRUNCATED DOME EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER2 AND REPLACE WITH SUITABLE MATERIAL
WWF 6" X 6" W1.4 X W1.4 W/ 2" AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIWE AND AT THE DISCQrDISCRETION OF THE DES
MIN. COVER 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 00 0 0 0 0 <1 -CHANNEL. POST SHALL HAVE
v,,> NOTE:
1- - ')
0
ALL DETECTABLE 3/8" DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR 111. THE CONTRACTOR SHALLcC", 0 C. 0 0 0 0 0 0 0 0 0
C -C
WARNING AERAS
C 0 Ci Q c D c C' c o cD o c l SHALL BE PAINTEDCOMPACTEDVDOT #21A STONE COLOR SHALL BE BLACK. PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE
o c. o c, o 'o 0 o o o o YELLOW UNLESS AN NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-2,
BASE EXISTING CONDITION %" DIA. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. (100mm-600mm); 6" (150mm) FOR 30"-60" (7510mm-900mm). 0 0 C11 0 C:l 0 0. C. 0
IS ALREADY
c
11
0 0 1 0 0 1) ) 11 PRESENT. DIA. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND
eD cl e) cl 0 "0 0 0 c 0 0 0 0 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR Ill IN THE PIPE ZONE
95% COMPACTED SUBGRADE 0 0 0 Q 0,% 0 0 0 0 BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.0810") IN THICKNESS. EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDETRUNCATEDDOME
VARIABLE DETAIL DOCUMENTATION FOR MATERIAL SPECIFICATION TO EINGINEER. MATERIAL SHALL BE INSTALLED
4. MESSAGE LETTERING SHALL BE UPPER CASE SERIES B) IN ACCORDANCE WITH MUTCD. AS REQUIRED IN ASTM D2321, LATEST EDITION. 4'MINIMUM. (WHITE
ACCESS FOR MOBILITY IMPAIRMENTS) SECTION
PAY LIMITS CG -12 DETECTABLE WARNING SURFACE
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR
DETECTABLE WARNING
VIRGINIA DEPARTMENT OF TRANSPORTATION LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL
DETAIL RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. COVER, H, IS 12- UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER
PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF
CONCRETE SIDEWALK- BROOM FINISH WITH CG -12 DETECTABLE WARNING SURFACE 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. RIGID PAVEMENT.
PIPE BEDDING
TOOLED EDGES TYPE B (PARALLEL) APPLICATION HANDICAP ACCESSIBLE PARKING SIGN
DETAIL (N.T.S.)
MINIMUM PIPE BURIAL
4' MIN ON 12'- 2C
Ir MINONV
TRAFFIC LOADS: CONCRETE SLAB .DIMENSIONS
ARE FORGUIDE-1 INE. PURPOSES ONLY.
CONCRETE:" MUST BE DESIGNED TAILING INTO,
CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGNFACTOW
THE BACKFILL'MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11
MATERIAL AS DEFINED IN ASTM D2321, ORAS DETERMINED BY LOCAL
STANDARDS &SITE ENGINEER. BEDDING& BACKFILL FOR SURFACE,
DRAINAGE INLETS SHALL BE PLACED& COMPACTED UNIFORMLY IN
ACCORDANCE WITH ASTM 02321.11
t GRATESISOLID COVERS SHALL MEET H -W LOAD RATING FOR
V PEDESTRIAN & 12' - 30' STANDMD SOLID<
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLASTHASPROPRIETARYltiGHTS; THEIRPOEIPT
DRAWN BY EBC MATERIAL 31311VERONAME
PHm (no) M2443
as FAX (770) 032-M0411t
OR POSSESSION OF THIS PRINT DOES NOT MFEP,.
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 1.5-H
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DATE
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I
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CONTAINED HERFIN,OR MANUFACTURE OF ANY
ARTICLE HERErROM, FOR THE DISCLOSURE TO.OTHEM
REVISED BY EK
REVISEDBY 90C
DATE3.,45-10
PROJECT N0JNME
TITLE
TURF
WWOVY
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
I PERMISSION FROM NYLOPLAST. 9mlflw'flplkft D1N0 SIZE 'A SCALE 126 SHEET I OF I DWG NO_
BOTTOM FLANGE OF
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HEIGHTS. (ACCORDING
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i
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HEIGHTS (ACCORDING
M DESIGN ENGINEER)
2)
FRAME M)RATEMER
68.00r MIN GUIDELINE
1 — THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR
MATERIAL. MEETING THE REQUIREMENTS OF CLASS 11 MATERIAL AS.DEFINED
IN ASTM D2321.. KIDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL
BE PLACE[) &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM O2321.
2 - CONCRETE ANTI -FLOTATION FOOTING WITH REBAR REINFORCEMENT
APPROX. 3900 LBS PER CU YID).
3 - ACTUAL FOOTING DESIGN TO BE DETERMINED BY DESIGN OMEER.
4 -SEE DRAWING NO. 7001-1 l(I-1 44 FOR COMPLETE DRAIN BASIN DETAILS &
SPECIFICATIONS.
DRAWKfff EK MATERIAL
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DATE 3116-10
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IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
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JOE 7011114442 REV E
DATE 34344
11SCALE 1:25 SHEET I OF
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ATTER IN WHICH DRAWN BY CJA MATERIAL
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IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
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SEE LANDSCAPE PLANT FOR
sk ' ?CANTING sCHEDUL =
48" CONCRETE MANHOLE RISER W1
PLASTIC SOLUTIONS TRASH RACK
f
q x RIM 547.50
INV. IN 542.10
1
INV. OUT 542.00
TOP OF EMBANKMENT
CLEAN-OUT
r
ELEV.549.00
W/WATERTIGHT II
CAP (TYP)
I
INV. OUT 541.00LEV4 .
STATE APPROVED
I
BIO -MEDIA MIX I I
II I -- — —— —--------
15" HDPE
4" DEEP PEAGRAVEL LL—=4 — ---— — —
FILTER LAYER
UNDERDRAIN GRAVEL
AAS HTO M43, 1/2"-1") 6" NON -PERFORATED
PVC PIPE @ I% SLOPE (MIN)
6" PERFORATED SCHEDULE 40 PVC PIPE
OR EQUIVALENT @ 1% SLOPE (MIN) TO
DI OR DAYLIGHT
PROVIDE ACROSS ENTIRE WIDTH @ 10 ft O.C.
FL,
ST
V[
IN\
CROSS SECTION
NOTES:
1. THE NEED FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM EDGE OF PAVEMENT TO
BOTTOM OF BIORETENTON AREA MUST BE EVALUATED ON AN INDIVIDUAL PROJECT BASIS.
2. PROVIDE 12" PONDING DEPTH TO THE CREST OF AN OVERFLOW STRUCTURE.
3. THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED 50 FEET.
BIO -FILTER A
TYPICAL SECTION/DETAIL (N.T.S)
A011 f f-%KIt r']CTC AAAAI"/-%l C %AlITLJ
BIO -FILTER C UNDERDRAIN OUTLET
DETAIL (N.T.S)
VDOT STD. CG -6
SEE DETAIL)
2' TALL REINFORCED
CONCRETE WALL
SEE DETAIL)
BIO -FILTER
PLANTINGS
SEE PLANTING PLAN)
CI w rrA nn
VDOT STD. CG -6
SEE DETAIL)
2' TALL REINFORCED
CONCRETE WALL
SEE DETAIL)
BIO -FILTER B
SECTION 2 (N.T.S)
48" CONCRETE MANHOLE WITH
PLASTIC TRASH RACK
RIM 555.00
INV. IN 550.00 (6" UNDERDRAINS)
INV. OUT 548.50 (15" HDPE)
BOULDER, TYP.
BIO -FILTER
PLANTINGS
SEE PLANTING PLAN)
BOULDER, TYP.
555.
6" PERFORATED
SCHEDULE 40 OR SDR -35
PVC UNDERDRAINS
48" CONCRETE MANHOLE WITH
PLASTIC TRASH RACK
RIM 555.00
INV. IN 550.00 (6" UNDERDRAINS)
INV. OUT 548.50 (15" HDPE)
CONCRETE SIDEWALK
SEE DETAIL)
2' TALL REINFORCED
CONCRETE WALL
SEE DETAIL)
NON -WOVEN
GEO-TEXTILE FABRIC
An" RAAAII I!'11 C 1A/ITL-1
W
m
Z
z
i
ou
O c
I W
U)
rc
O
z
D
i— T)
rm
D
m
i cn
D c
ro
z
BIO -FILTER
PLANTINGS
SEE PLANTING PLAN)
D 0O
m m
n
m m
0
O
70
m
r
BOULDER, TYP.-
a-
a
2'
2'
nW
Oo
zC)
0 o
X
mU)
m
BIO -FILTER C
SECTION (N.T.S)
SECTION 1-1
45-,
SECTION 2-2
PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL.
FOR TEE OR WYE FITTINGS
WIDEN TRENCH TO -
CU.YD.
ACCOMMODATE
1 1/2"
BEND
5'0"
ANCHOR IF'
L H
45°
L
REQUIRED.
T
1C0' MIN.
MIN
2.50
NG AS
SIRED
3.01 0.24
GREATER
2 1/2"
SECTION 2-2
PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL.
SIZE OF FEET) CU.YD. FEET) CU.YD.
1 1/2"
BEND
5'0" 3'8"
L H T L H T
1C0' MIN.
90 2.50 2.50 3.01 0.24
GREATER
2 1/2"
4" - 6"
4" & 6" 45 2.00 2.25 2.60 0.15
2.00 2.25 2.50 0.15
2'-6"
221/2 1.50 2.00 2.52 0.10
12" 3'-9" 6'-3" 3'-0" 3'-6" 4'-3" 2"
18" 5'-0" T-6" 3'-3" 4'-0" 5'-8" 2112"
11 1 /4 1.50 2.00 2.50 0.10
3'-3" 21/4"
45'
8" T-6"
90 3.66 3.16 3.21 0.48
10" 4'-6" T-6" T-0" 4'-3" F-0" 21/4"
12" 5'-3"
45 2.66 2.66 2.77 0.26
18" 6'-6" 1 11'-0" 3'-9" 70" T-3" 21/2"
8 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32
11 1 /4 1.66 2.16 2.67 0.13
90 4.83 3.83 3.42 0.83
10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52
221/2 2.33 2.58 2.86 0.24
11 1 /4 1.83 2.33 2.84 0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NOTE:
1) SADDLES SHALL BE USED ON PVC: PIPE.
1/4 BEND COUPLING (IF REQUIRED)
MUELLER NO. H-15069 1")
NO. H-15068 (1 1/2", 2")
FORD NO. L02-44 (1")
NO. L02-66 (11/2")
NO. L02-77 (2")
OR APPROVED EQUAL
36" MIN.
CORPORATION STOP (1", 1 1/2", 2")
MUELLER NO. H-15000
FORD NO. F-600, OR
APPROVED EQUAL
TYPICAL WATER SERVICE LATERAL INSTALLATION
4) 1" (25MM) IDIA HOLES ON
32 3/4" (834MW) DIA
BOLT CIRCLE.
1"
25MM]
EASTJORDANIRON
WORKS 00104316
2" (51 MM) LETTERS
RECESSED FLUSH)
2) CLOSED
PICKHOLES
vx
1 112"
K
nn138MM]
ya. x >rtn>x }2jeA Kx„
x y t>nr
2) CORED
PICKBARS
00,
27 112" DIA1 1/2" 1 1/8" (29MM) DIA BOSS
699MM] [38MM]
26 1/4" DIA
7
667MM] [
178MhVl]
00,
26" DIA 1 112"
660MM] [38MM]
1/4" (6MM) DIA 3 1/8"
24" DIA NEOPRENE GASKET [79MM]
606MM]
28 7/16" DIA 5/8"
722MM] [16MM]
00, [
584MM]
23" DIA
ol 36" DIA
914MM]
25" DIA
635MM]
00,
FRAME SECTION
O.D. OF GASKET GROOVE
SECTION
TYPICAL MANHOLE FRAME & COVER
FINISHED GRADE
ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
ED EQUAL
4REA
NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NOTES:
1.OPEN CUTS IN PAVED AREAS
WITHIN EXISTING VDOT RIGHT-
OF-WAY SHALL BE BACKFILLED
s- REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE.
NOT CONTAIN ROCK MATERIAL
36"MIN LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THEM (DIMENSION
BOTTOM OF THE TRENCH SHALL
24"MIN BE SCRAPED AND COMPACTED,
INTIAL BACKFILL* AND ALL STONES REMOVED OR
8"MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONEEMBEDMENT *
THOROUGHLY COMPACTED SHALL BE PROVIDED.
BY HAND OR APPROVED
SPRING LINE t MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTEREDOFPIPE .......... .......... ........... ...........
f
HAUNCHING PIPE SHALL BE INSTALLED ON A
NO. 68 STONE
BEDDING 6" MAX
MINIMUM 6" BEDDING OF NO. 68 ..............................................................................
4" M I N
STONE.
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
ALL PIPE)
TYPICAL SAN. SEWER PIPE INSTALLATION IN TRENCH
TYPICAL METER VAULT
SIDE VIEW
1.75" DIAMETER DRILLED
HOLE FOR TOUCH READ
UNITS.
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
24" X 36"
ALUMINUM ACCESS
HATCH
FRAME & COVER
SEE FIG. S-I-D,E)
SLOPED AREA
WEDG-LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS
O" RING SEALS
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW
CONCRETE
FILLETS
CHANNEL TO BE
3/4 DIAMETER OF
CONTRIBUTING
SEWER.
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN !:
INLET & OUTLET PIPE SHALL BE
PROVIDED.
2-0"
12" MIN.
16" MAX
I`
4'-0"
STREET SURFACE OR
NON -PAVED AREA
1'-0" MAX
3'-0" MIN.
VARIES
12"
MIN. 6" BEDDING
W/ NO. 68 STONE
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 WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL SEWER MANHOLE SECTION
SHOWING BRANCH TIE-IN
GOOD FOUNDATION MATERIAL
UNSTABLE
SOIL
STABLE SOIL
INITIAL BACKFILL
ROCKY FOUNDATION MATERIAL
SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST (ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
68 STONE.
FOUNDATION IN POOR SOIL
INITIAL BACKFILL
E
ROCK
DDING
TONE
UNDER -CUT CONDITION
NOTE:
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE W/ATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHAL-L BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALLL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
TONE
STABLE SOIL OR ROCK
DUCTILE IRON WATER PIPE INSTALLATION & BEDDING
1. NICKEL BRONZE CLEAN OUT
FRAME AND COVER IN PAVED
AREAS
2. MATERIAL TO BE SAME AS PIPE IN
ALL OTHER AREAS
3000 PSI CONCRETE
PAVED AREAS)
45° BEND
VDOT #57
CRUSHED
STONE
MECHANICAL PLUG
GRADE
f
12"
r
CONNECTING PIECE
LENGTH VARIES)
WYE OR CLEAN OUT TEE
r- SEWER LIN[
TYP. SAN. SEWER CLEAN-OUT
12
FLE)
WIT[. -' " ---- -'---
BAND
OUTLET
TYP. SEWER MANHOLE PLAN
SHOWINGAN H TIE-IN
FOR BENDS 8" & SMALLER
ONC. BASE
i SLOPED '
VEL 1/4": '
NOTE:
ALL CON(`
EXISTING
BE CORE
CONNECT
INSTALLE
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND. USE BRA
FOR BENDS 10" THROUGH 12" ON ALL P
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
FOR 18" BEND USE 3 STRAPS
AS SHOWN. D
w a
6„
4 BARS @ 12" ON CENTER
FOR 12" BENDS & LARGER
v
B
CONCRET
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
DIMENSION DIMENSION DIMENSION
METER SIZE
D E F
111/4"
A B C
1 1/2" 3'1" 5'0" 3'8"
2" 3'1" 5'0" 3'8"
3" 5' MIN. 1C0' MIN. 6' MIN.
4" 5' MIN. 122' MIN. 6' MIN.
GREATER
2 1/2"
4" - 6"
THAN 4"
PROPOSALS WILLL BE SUBMITTED.
TYPICAL METER VAULT
SIDE VIEW
1.75" DIAMETER DRILLED
HOLE FOR TOUCH READ
UNITS.
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
24" X 36"
ALUMINUM ACCESS
HATCH
FRAME & COVER
SEE FIG. S-I-D,E)
SLOPED AREA
WEDG-LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS
O" RING SEALS
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW
CONCRETE
FILLETS
CHANNEL TO BE
3/4 DIAMETER OF
CONTRIBUTING
SEWER.
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN !:
INLET & OUTLET PIPE SHALL BE
PROVIDED.
2-0"
12" MIN.
16" MAX
I`
4'-0"
STREET SURFACE OR
NON -PAVED AREA
1'-0" MAX
3'-0" MIN.
VARIES
12"
MIN. 6" BEDDING
W/ NO. 68 STONE
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 WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL SEWER MANHOLE SECTION
SHOWING BRANCH TIE-IN
GOOD FOUNDATION MATERIAL
UNSTABLE
SOIL
STABLE SOIL
INITIAL BACKFILL
ROCKY FOUNDATION MATERIAL
SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST (ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
68 STONE.
FOUNDATION IN POOR SOIL
INITIAL BACKFILL
E
ROCK
DDING
TONE
UNDER -CUT CONDITION
NOTE:
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE W/ATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHAL-L BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALLL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
TONE
STABLE SOIL OR ROCK
DUCTILE IRON WATER PIPE INSTALLATION & BEDDING
1. NICKEL BRONZE CLEAN OUT
FRAME AND COVER IN PAVED
AREAS
2. MATERIAL TO BE SAME AS PIPE IN
ALL OTHER AREAS
3000 PSI CONCRETE
PAVED AREAS)
45° BEND
VDOT #57
CRUSHED
STONE
MECHANICAL PLUG
GRADE
f
12"
r
CONNECTING PIECE
LENGTH VARIES)
WYE OR CLEAN OUT TEE
r- SEWER LIN[
TYP. SAN. SEWER CLEAN-OUT
12
FLE)
WIT[. -' " ---- -'---
BAND
OUTLET
TYP. SEWER MANHOLE PLAN
SHOWINGAN H TIE-IN
FOR BENDS 8" & SMALLER
ONC. BASE
i SLOPED '
VEL 1/4": '
NOTE:
ALL CON(`
EXISTING
BE CORE
CONNECT
INSTALLE
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND. USE BRA
FOR BENDS 10" THROUGH 12" ON ALL P
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
FOR 18" BEND USE 3 STRAPS
AS SHOWN. D
w a
6„
4 BARS @ 12" ON CENTER
FOR 12" BENDS & LARGER
v
B
CONCRET
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
PIPE
SIZE A B C D E F
111/4"
4" - 6" V-9" 2'-3" 2'-6" l'-2" 2'-0" 1 1/4"
8" 2'-3" 3'-0" 2'-6" V-6" 2'-6" 1 1/4"
10" 2'-9" 3'-9" 2'-6" 2'-0" 1 3'-0" 2"
12" 3'-0" 4'-3" 3'-0" 2'-3" 3'-6" 2"
18" T-6" 5'-6" 3'-3" 3'-0" 4'-6" 2 1/2"
4" - 6" 2'-6" 3'-0" 2'-6" V-6" 2'-8" 1 1/4"
221/2'
8" 3'-0" 4'-3" 2'-6" 2'-6" T-3" 2"
10" 3'-3" 5'-0" 3'-0" 2'-9" 3'4" 2"
12" 3'-9" 6'-3" 3'-0" 3'-6" 4'-3" 2"
18" 5'-0" T-6" 3'-3" 4'-0" 5'-8" 2112"
4" - 6" 3'-0" 6'-0" 3'-0" 3'-3" 3'-3" 21/4"
45'
8" T-6" 6'-6" 3'-0" 3'-8" T-9" 21/4"
10" 4'-6" T-6" T-0" 4'-3" F-0" 21/4"
12" 5'-3" 9,-0" 3'-3" 5'-0" 5'-9" 21/2"
18" 6'-6" 1 11'-0" 3'-9" 70" T-3" 21/2"
CHART FOR UPPER
VERTICAL BLOCKING
FILLET WELD
3" THREAD
1" NOMINAL INSIDE
DIAMETER [EXTRA
STRONG S7EEL PIPE
4 BARS @ 12"
ON CENTER FOR
12" BENDS & CONCRETE CLAS
LARGER
SECTIO
NOTE: STANDARD 90° HOOK ON
BOLTS TO FACE CENTER
CONCRETE BLOCKING FOR UPPER VERTICP
CLOW: MEDALLION NOTE: HYDRANT MUST BE
KENNEDY: GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES--
M&H: MODEL 129 VILLE THREADS WHICH IS
QOR APPROVED EQUAL THE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN
2' TO 10'
2700
VALVE BO
t`a GRAVEL
36"MINVALVE
6" GATE
1
gi
NOTES:
1. SURROUND WEEP HO
KEEP FREE OF CONCI
2. MAINTAIN A 3' MIN. CC
THE FIRE HYDRANT
3. FINISHED GRADE SHA
FIRE HYDRANT AND V
4. THE GATE VALVE IS A
BEHIND THE DITCH.
DITCH.
5. FIRE HYDRANTS SHAT
LOCATIONS WHERE N
8" X 6" THE PREVAILING GRC
TEE REQUIRED TO BE IN V
2500 P.S.I. CONCRETEH
HOLES SHALL BE PLU
BASE AND THRUST] a
SHALL BE PUMPED DF
UNDISTURBED STABLE
SOIL.
STEEL PILE-
Ll 314' THREADED RCJDS TO
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTAILLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATfED
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
TYPICAL FIRE HYDRANT ASSEMBLII
1) Nyauauyhadca
2)Amoanchierarborea
1) Magnolia grondiflora 'Little Gem'
18)Cornus uohoea'|aanti'
8) |hoa virginioa 'Henrys Garnett'
3) P|mtnuaxooahfoUa
may sub 4''transplants
from on-site
15)Paniuumvirgatum'Shonandoah'
18) |teavirginioa'Henrys Garnett'
33)Panicumvirgedum'Shenandoah'
3)Ilex opaoa'Qnean|eaf
3)Thuja x'Steep|eohase'
1) Betula nigra 'Heritage'
1) Betula nigra 'Herbage'.x
7) Juniperusvirginiono
3) |heavirginica'N1edot'
1)Taxodium diotichum
ioumvi atu 'RubyRibbono'
C(7) Iteevirginica'Henrys Garnett'
C (25)Aooruo cal. "Variegatua'. 18"o.c.
C (25) Asclepias inoarnata. 18"o.o.
C(60)Junouseffuams,18"o.c.
1)P)atnuaxaoerifoiamay sub 4,Lp..x
13) |teovirginica'Henrys Garnett'. x
4)Cornus aericea'|manh'.x
C(7) Ilex O|ebra 'NiOre'
C(1)Amo|anohierarborea
C 6 Hibiscus moa.'SouthernBelle Mix'
C(7)Hibiscus moo.'SouthernBelle Mix'
C (Q) Ilex vertioiUabo 'Winter Red'
C(1)Ilex mmrhciUoto'Southern Gentleman'
C(6)Cornus aericao'|aanU'
C (10) Eupotohum mac.'Gateway', 24^o.c.
C (15) |haversico|or. 24o.c.
C(27)Juncuseffumua.34^o.c.
C(15)Vemonia nmmboraoensia. 24b.c.
Plant |nLoose Drifts
B|OF|LTER C
KqtL.0_yEE PARKING LOT GENERAL PLANT SCHEDULE AND CANOPYVALUES I
I CANOPY CALC. —1
GemI Little Gem Southern Magnolia 1 6_l
1214
single leader, full to gma
184
Betula nigra 'Heritage' River Birch 2 9-110'
11
select clump, specimen
E4
C ercis canadensis Eastern Redbud 11 I i75"
1
specimen. fully hranche(
Crataegus viridis Winter King' Winter King Hawthorn- 2 2" cal , specimen., fully branche(
3 ,
Ile x opaca 'Greenleaf American Holly 3 7-8'
11
single leader, till to gmd
MED -LG.oECm
25' cal 11
1 gal.
specimen
397
Bald Cypress
oMAu`wED. DEmu
D Itea Jrginica 'Henrys G
Little Gem Southern Magnolia 1 6_l
1214
single leader, full to gma
184 368
561 1168
1161 1,91-1
84
Black Gum 1 215, Cal
11
Iris versicolor
specimen
Sweetbay Magnola
Redosier Dogwood
White Pine 3 , 8-9'
11
full to ground
full to ground
single leader. till to gmd
11 '!
London Planetree 3 25' cal 11
1 gal.
specimen
397
Bald Cypress 2 2.5" cal
11
Inkberry
specimen
24 ht
Steeplechase ArboMtae 3 6-9, ..
0
single leader, full to gmd
Inkberry
Redosier Dogwood 20 30" ht cont. 5 full to ground
nett, Virginia Sweetspire 70 24" ht
11
4' full to ground
full to ground
Virginia Sweetspire 12 24" ht 11 4' full to ground
24" ht
11
4' full to ground 41
0 Ilex verticillata 'Southern Gentleman' Male Winterberry
oides Plun-ibago 50 1 Cit. cont. 18"
256
Ilex 'Verticillata Winter Red' Winterbeny 9
it
T
full to ground
andoah' Switchgrass 48 3 gal
00 3'
24" ht
EMPLOYEE |KJ/ PLANwn ^-^-_/ r,mm/n
Turf -type Tall Fescue blend, from VATech recommended list, &Sibs seed/1,008s.
1 lb N111,000 s.f. Broadcast and rake seed into prepared topsoil. Cover lightly with
straw. Seed all disturbed areas within projectlimit not of envAmeCdaUted
Aerate and overseed allareas where existing turf ietnremain madirected.
I 30 260
397 794
1214 1124
184 368
561 1168
1161 1,91-1
2
45|
EMPLOYEE P:ARKIG LOT PLANT SCHEDULE AND CANOPY VALUES— BIOFILTER C ____ — i
SYMBOL SCIENTIFIC NAME COMMONNAME QTY. SIZE ROOT O.C. COMMENTS SF/PLANT SF TOTAL
CY
CANOPY COVERAGE PROPOSED 0.35 Ac
EXISTING CANOPY TO BE RETAINED
PROJECT AREA
Asclepias inearnata Swamp Milkweed 25
setula nigra 'Heritage' River Birch 1 84 B&B multi -trunk or clump 397
Iris versicolor
Magnolia virginiana 'Moon GlovV
Cornus sericea 'Isanti'
Sweetbay Magnola
Redosier Dogwood
1
10
8-91
30" ht
B&B
cont. 5
full to ground
full to ground
113
72
11 '!
Hibiscus mos. 'Southern Belle Mix' Swamp Rose Mallow 18 1 gal. N 31
397 2382
Ilex glabra 'Nigra' Inkberry 20 24 ht 11 3' full to ground 23
0 Ilex glabra 'Shamrock' Inkberry 11 24" ht 3' fill to ground 23
el,
Ilex verticillata 'Red Sprite' Winterberry 1 1 24" ht
11
4' full to ground 41
Y
Ilex verticillata 'Jim Dandy' Male Winterberry 2 24" ht
11
4' full to ground 41
0 Ilex verticillata 'Southern Gentleman' Male Winterberry 1 305' ht 4' IfUll to ground 41
256
Ilex 'Verticillata Winter Red' Winterbeny 9 30" ht
11
4' full to ground 41
16
Itea virginica lienrys Garnett' Virginia Sweetspire 13 1 24" ht 1
4" full to ground i 64,
158
Itea virginica 'Medot' Virginia Sweetspire 15 24" ht
11
4' full to ground 1 641
Turf -Type Tall Fescue Tur type Tall Fescue blend. forri VA Tech recornmended list. 6-8lbs seed/l ,000 S1,
1:1 I lb N/1,000 s.f. Broadcast and rake seed into prepared topsoil. Cover lightly with
straw. Seed all disturbed areas within project limit not otherwise planted.
Aerate and overseed all areas where -existing turf is to remain as directed. —
Turf -type Tad|Fescue
TnLimits ofDisturbance
5)Juniporuisvirginkana
1)Ceroisoanadonois
3) Pinus strobus
5K]) Ceratoatigma p\unnbaginoidae
5)|teavirgimice'yWadut'
2)Crabmoguavihdis'V0nterKing'
C(11)Ilex verticiUada'Red Sprite'
C(2)Ilex vert.'J\mDandy'
C(1)Betula nigra'Heritage'
C(35)Panicumvirgotum'Ghenmndooh'
C(S)Hibiscus mos. 'Southern Belle Mix'
C (Q) /h*aoinginiva'K0ehot'
3O)Panicurnvirgatum1RubyRibbons'
31) \teovinginica'Henrys Garnett'
4)|haevirginioa'yWedoC
1)Taxodiumdistichum
C(13) Uexg(abna'Nigna'
20Ponicumvirgatum'Ruby Ribbons'
C (H) |taa vinginioa 'yWedoy
2)Magnolia virginiono'N1oong|ow'
C(6)Cornux*eahoaa'|aand'
C (1) K8agno|iavirginiano'yNoong|ow'
C (G) |taavimginioe'Henrys Garnett'
C (11 1) Ilex glabra 'Shamrock'
LANDSCAPE CANOPY CALCULATIONS- EMPLOYEE PARKING LOT
CANOPY COVERAGE PROPOSED 0.35 Ac
EXISTING CANOPY TO BE RETAINED
PROJECT AREA
Asclepias inearnata Swamp Milkweed 25
II " is,,
0.35 Ac
INTERIOR LANDSCAPE REQUIREMENTS- EMPLOYEE PARKING
select clump, specimen
TOTAL INTERIOR LANDSCAPE AREA REQUIRED
Ld Iris versicolor Harlequin Blue Flag Ids 115 24"
9-1 0, "I
select clump, specimen 397 3573
11 '!
Betula nigra 'Heritage' River Birch 6 9-10, 11
select clurnp, specimen 397 2382
Turf -Type Tall Fescue Tur type Tall Fescue blend. forri VA Tech recornmended list. 6-8lbs seed/l ,000 S1,
1:1 I lb N/1,000 s.f. Broadcast and rake seed into prepared topsoil. Cover lightly with
straw. Seed all disturbed areas within project limit not otherwise planted.
Aerate and overseed all areas where -existing turf is to remain as directed. —
Turf -type Tad|Fescue
TnLimits ofDisturbance
5)Juniporuisvirginkana
1)Ceroisoanadonois
3) Pinus strobus
5K]) Ceratoatigma p\unnbaginoidae
5)|teavirgimice'yWadut'
2)Crabmoguavihdis'V0nterKing'
C(11)Ilex verticiUada'Red Sprite'
C(2)Ilex vert.'J\mDandy'
C(1)Betula nigra'Heritage'
C(35)Panicumvirgotum'Ghenmndooh'
C(S)Hibiscus mos. 'Southern Belle Mix'
C (Q) /h*aoinginiva'K0ehot'
3O)Panicurnvirgatum1RubyRibbons'
31) \teovinginica'Henrys Garnett'
4)|haevirginioa'yWedoC
1)Taxodiumdistichum
C(13) Uexg(abna'Nigna'
20Ponicumvirgatum'Ruby Ribbons'
C (H) |taa vinginioa 'yWedoy
2)Magnolia virginiono'N1oong|ow'
C(6)Cornux*eahoaa'|aand'
C (1) K8agno|iavirginiano'yNoong|ow'
C (G) |taavimginioe'Henrys Garnett'
C (11 1) Ilex glabra 'Shamrock'
LANDSCAPE CANOPY CALCULATIONS- EMPLOYEE PARKING LOT
CANOPY COVERAGE PROPOSED 0.35 Ac
EXISTING CANOPY TO BE RETAINED
PROJECT AREA 1.06 Ac
TOTAL CANOPY COVERAGE REQUIRED (10% AREA) 0. 1 1 Ac
TOTAL CANOPY COVERAGE PROVIDED 0.35 Ac
INTERIOR LANDSCAPE REQUIREMENTS- EMPLOYEE PARKING
select clump, specimen
TOTAL INTERIOR LANDSCAPE AREA REQUIRED 01 Ac
TOTAL INTERIOR LANDSCAPE AREA PROPOSED 02 Ac
113
720
460
253
451
82
41
1)CONTRACTORSHALL VERIFY THAT SCHEDULE QUANTITIES MATCH PLAN
QUANTITIES AND) NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY |F
DISCREPANCIES ARE FOUND.
2)C{}NTRACTOR|SHALL VERIFY EXISTING PLANTS TDBETRANSPLANTED WITH
LANDSCAPE ARCHITECT.
IRACQUET CLUB GENERAL PLANT SCHEDULE AND CANOPYVALUES i
County of,Albemarle
Conservation Plan Checklist -- To be placed an Landscap
Handbook, pp 111-284-11 I-297 for complete specificati
L Tlu- followine itents shall be shown on the Man:
L4 Grade chang s requiring tree wells or Nvalls;
Proposed ..trenching, ^~~'°=~Qy~~tile ~_s~.-,.gl
2. Markings:
61 ,All tree,, to be savodshall be marked wit.h. print or ribbon tit a height clearly vi,sdblc to.equi
dfNo grading shall begin. until the tree markiri-,g has been inspectedand approved by a Count
3,
m free preservation anti protection oeakircssbaUhe reviewed with the contractor oil .si'e'
4^'Eguipment Operation and Storapac
A Heavy equipment,^vo,bicwlartraffic and stoow nw£cpa#m o xi iuJ qgsuU4b,
mo'~°v.
5.
J Stich devicos sball not adversely affect trees to be' saved.
z Toxic Materials,
T feet (if trees w`6esaved,
T_ Trees to be wained within 40 feetof a proposed building or gradino activity shall be protc
61 Fc.neing shall be in place and shall be fnV.ected and approved by a CountyInspector prior
Wells-
Al o@mzvom&osaved, 'mtree awd I
mitted for approval.
11
10Tree walls.-
U 1* lowered within the dripline a tree to be saved, a tree wall s
submitted for approval,
under a large trcT shall be considered as an alternative when. it is anticipated that newssa),y
12. cl(tanul):
9 Protective foricing shall be the last items removed during tile final cicanupi-
I
Damaged ircesshall be treated irlimediately by pruning,fenilizatioll or other methods, reco
13.
NOTE: IT ISTHE DEVELOPER'S.RESPONSIBILITY TO CONFER WITH TI -IE CONT R,^
I REQUIREMENTS,,
CONTRA(,"r PURCHASER SIGNATURE (
eT Betula nigra 'Dura -heat' River Birch 1 8-91
1.
mulICY
Magnolia virginiana 'Moon Glow` Sweetbay Magnolia 1 8-91 " spe
0 ex =veiticillata 'Red Sprite' Winterbery 5 3 gal.
11 3, t11111 lfuIItea.virginica 'Merlot' Virginia Sweetspire 42 3 gaL d .1 1 4'_ full I
Fq
Acerx teemanii'An-nstrong' Freeman Maple 33 25' B&B 110 single leader, specimen 44 1 4 52eArnelanchiere. 'Autumn Brilliance' Canada Serviceberty 8 8-9, , select clump, specimen 130 1040
MED. -LG. DECID. Betula nigra 'DuraHeat' River Birch 9 9-1 0, "I
select clump, specimen 397 3573
F-771
Betula nigra 'Heritage' River Birch 6 9-10, 11
select clurnp, specimen 397 2382
25 1 gal Av 24" Tpani
MED DECID.
Comus florida 'Appalachian Spring' Flowering Dogwood 3 1.75" " specimen 124 372
el, Comus florida 'Cherokee Princess' Flowering Dogwood 4 1 35" 11
spectment 124 496
Y Crataegus riridis Winter King' Winter King HavAhom 6 2"cal 11
specimen 184, 1104
Juniperus virginiana Eastern Red Cedar 16 8-9, 11 single leader, full to gmd. 16 256
ZWN
qV
Platnus x acerifolia ondon Planetree 12 1 2.5" cal " I single leader, specimen 368 16
MED EVGRN.
Taxodium distichum Bald Cypress 2 25' cal 11 single leader, specimen 79 158
Comus sericea lsanti Redosier Dogwood 1 8 30" ht cont. 5' full to ground 72 576
Ilex verticillata 'Red Sprite' Winterberry . Ill 24" ht 11
1
4' full to ground 41 4551
Ilex verticillata 'Jim Dandy' Male Winterberry 17 24" ht 11
4' full toground 41 6970ilexvetticillata'Southern Gentleman' Male Winterberry 1 30" ht
IN
5' full to ground 41- 41
I[ex verticillata Winter Red' —Winterberry
I
10 30" ht
11
5' Ifullto ground 41 410
3) Acerxfnaemanii 'Armstrong'
fteavirginica'Medot' Virginia Sweetspire
1
22 30" ht , 4' full to ground 64 1408
i
101S.
W$
Conservation Mix
I 11 111
Emst ERNMX 181 Native St&8p Slope Mix vvlAnnual Ryee. Drill seed or broadcast at
llbll,000 s.f. into lightly firmed, prepared topsoil. Rake iinto soil 114-1/2".. roll ortrack.
Cover lightly with straw.
E1
I
Turf -Type Tail Fescue
I ,Aerate
Turf -type Tall Fescue blend, from VA Tech recommended list, 6-8lbs seed/1,000 s.f.,
lb N/1,000 s.f Broadcast and rake seed into preparedl topsoil. Cover lightly with
straw. Seed all disturbed areas within project limit not ot%erwise planted.
and overseed all areas where existing turf is to re main as directed. I I
County of,Albemarle
Conservation Plan Checklist -- To be placed an Landscap
Handbook, pp 111-284-11 I-297 for complete specificati
L Tlu- followine itents shall be shown on the Man:
L4 Grade chang s requiring tree wells or Nvalls;
Proposed ..trenching, ^~~'°=~Qy~~tile ~_s~.-,.gl
2. Markings:
61 ,All tree,, to be savodshall be marked wit.h. print or ribbon tit a height clearly vi,sdblc to.equi
dfNo grading shall begin. until the tree markiri-,g has been inspectedand approved by a Count
3,
m free preservation anti protection oeakircssbaUhe reviewed with the contractor oil .si'e'
4^'Eguipment Operation and Storapac
A Heavy equipment,^vo,bicwlartraffic and stoow nw£cpa#m o xi iuJ qgsuU4b,
mo'~°v.
5.
J Stich devicos sball not adversely affect trees to be' saved.
z Toxic Materials,
T feet (if trees w`6esaved,
T_ Trees to be wained within 40 feetof a proposed building or gradino activity shall be protc
61 Fc.neing shall be in place and shall be fnV.ected and approved by a CountyInspector prior
Wells-
Al o@mzvom&osaved, 'mtree awd I
mitted for approval.
11
10Tree walls.-
U 1* lowered within the dripline a tree to be saved, a tree wall s
submitted for approval,
under a large trcT shall be considered as an alternative when. it is anticipated that newssa),y
12. cl(tanul):
9 Protective foricing shall be the last items removed during tile final cicanupi-
I
Damaged ircesshall be treated irlimediately by pruning,fenilizatioll or other methods, reco
13.
NOTE: IT ISTHE DEVELOPER'S.RESPONSIBILITY TO CONFER WITH TI -IE CONT R,^
I REQUIREMENTS,,
CONTRA(,"r PURCHASER SIGNATURE (
eT Betula nigra 'Dura -heat' River Birch 1 8-91
1.
mulICY
Magnolia virginiana 'Moon Glow` Sweetbay Magnolia 1 8-91 " spe
0 ex =veiticillata 'Red Sprite' Winterbery 5 3 gal.
11 3, t11111 lfuIItea.virginica 'Merlot' Virginia Sweetspire 42 3 gaL d .1 1 4'_ full I
Fq
A (6) Cornus sericea 'Isanti' _
1- " I I'
ll -
I ... 1
2 nicum,v o atu -n'R b b ons " ., ' I
f 1 ,, , ..........
14N - __ _ __ ---- ___-=--- .... _- -_ ,
Type Tall Fescue -1, " ,_
1 __ ____ _ . , _ _. .....=
1-_ '
T _7 _7 'I" ... ... - ,.% % .., ,
e if,,tio:; - \ : : . I : : Y.11111.1 :
I t 2) Cornus s6r, 'Itanti' : : ": : : / - . e . I
I
2) Amelanchier x'Autumn Brilliance'
4) Betula nigra'DuraHeat'
3) Crataegus viridis;'Winter King'
1 1) beevirginkm 'yW|orloC
400)PanoumvirgaKum'3henondoah'
3)Omrcisconadensiia
1)Cornus florido'C|hanokeePrincess'
2)Juniperuu virginiana
3) Crataeguavihdis/'Winter King'
2)Juniperuovirginiana
2) Ame|anchierx Wutumn Brilliance'
2)Caroisoanadenoiia
noto|| Conservation Mix to extent of grading
3) Juniperusvirginieano
3)Cornus flohda'C|herokaaPrincess'
2) Amelanchier xWutumn Brilliance'
scale: 1"=30'
nDh O' 15' 3C
U T~|U|J
x-m w«- / ^- PLAN
0
I 11
I I
Ilex verticillata'Red Sprite' Anterberry 3 11 1.
3' full t
F-771 mr=: 25T 1 gal cont. 24" 1 inter
LI -1-1 25 1 gal Av 24" Tpani
A (6) Cornus sericea 'Isanti' _
1- " I I'
ll -
I ... 1
2 nicum,v o atu -n'R b b ons " ., ' I
f 1 ,, , ..........
14N - __ _ __ ---- ___-=--- .... _- -_ ,
Type Tall Fescue -1, " ,_
1 __ ____ _ . , _ _. .....=
1-_ '
T _7 _7 'I" ... ... - ,.% % .., ,
e if,,tio:; - \ : : . I : : Y.11111.1 :
I t 2) Cornus s6r, 'Itanti' : : ": : : / - . e . I
I
2) Amelanchier x'Autumn Brilliance'
4) Betula nigra'DuraHeat'
3) Crataegus viridis;'Winter King'
1 1) beevirginkm 'yW|orloC
400)PanoumvirgaKum'3henondoah'
3)Omrcisconadensiia
1)Cornus florido'C|hanokeePrincess'
2)Juniperuu virginiana
3) Crataeguavihdis/'Winter King'
2)Juniperuovirginiana
2) Ame|anchierx Wutumn Brilliance'
2)Caroisoanadenoiia
noto|| Conservation Mix to extent of grading
3) Juniperusvirginieano
3)Cornus flohda'C|herokaaPrincess'
2) Amelanchier xWutumn Brilliance'
scale: 1"=30'
nDh O' 15' 3C
U T~|U|J
x-m w«- / ^- PLAN
7__ . - / ; : -
11
I I LANDSCAPE CANOPY CALCULATIONS- RACQUET CLUB
11
CANOPY COVERAGE PROPOSED
117 F
10) UaxverticiUate 'WinberRud'"I
1)Uexv dc Uabs'SouthernG nden on' I
I i
I I !, TOTAL CANOPY COVEIRAGE REQUIRED (10% AREA)
3) Acerxfnaemanii 'Armstrong'
i
3) Betula rigna'OunaHeat
1OO)Paniuum irgadum'Shanondoah'
ll
INTERIOR LANDSCAPE REQUIREMENTS- RACQUET CLUE
I-
1,, 158)Pancumvirgatum'Shonondoah I
1\ '..-
II iIiI ' II-- I_L
4Panuoxaeroa
I
I
11
Herdege/
I"
I,, "
4) 8au|a nigra
1,
1I I1iI
1 --. \\-.
I ' / / / //
L LLToumdcumJim
1.
J L| LL ]
1 1) |b o irginkm 'K4 r
x uu 1) Betula gro'DumoH
100OSFConnervadonK8 212)Pankmmv ga um'ShanandoaK
A (6) Cornus sericea 'Isanti' _
1- " I I'
ll -
I ... 1
2 nicum,v o atu -n'R b bons " ., ' I
f 1 ,, , ..........
14N - __ _ __ ---- ___-=--- .... _- -_ ,
Type Tall Fescue -1, " ,_
1 __ ____ _ . , _ _. .....=
1-_ '
T _7 _7 'I" ... ... - ,.% % .., ,
e if,,tio:; - \ : : . I : : Y.11111.1 :
I t 2) Cornus s6r, 'Itanti' : : ": : : / - . e . I
I
2) Amelanchier x'Autumn Brilliance'
4) Betula nigra'DuraHeat'
3) Crataegus viridis;'Winter King'
1 1) beevirginkm 'yW|orloC
400)PanoumvirgaKum'3henondoah'
3)Omrcisconadensiia
1)Cornus florido'C|hanokeePrincess'
2)Juniperuu virginiana
3) Crataeguavihdis/'Winter King'
2)Juniperuovirginiana
2) Ame|anchierx Wutumn Brilliance'
2)Caroisoanadenoiia
noto|| Conservation Mix to extent of grading
3) Juniperusvirginieano
3)Cornus flohda'C|herokaaPrincess'
2) Amelanchier xWutumn Brilliance'
scale: 1"=30'
nDh O' 15' 3C
REFER TO TREE STAKING DETAIL
REFER TO TREE OR SHRUB
PLANTING PIT AND PLANTING
BED DETAILS
GENERAL TREE OR SHRUB PLANTING NOTES:
1) SET PLANT PLUMB.
2) ALL PRUNING SHALL BE RESTRICTED TO THE REMOVAL OF DEAD OR BROKEN BRANCHES AND SHALL BE PERFORMED
ONLY UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT OR PROJECT ARBORIST.
3) ALL PLANTS SHALL CONFORM TO MINIMUM STANDARDS SET FORTH IN THE MOST CURRENT ADDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK. ADDITIONALLY, PLANTS SHALL BE IN GOOD, VIGOROUS GROWING CONDITION, FREE
OF UNECCESSARY INJURY. ROOT COLLARS SHALL BE VISIBLE ABOVE THE SOIL LINE OF THE ROOTBALL. TREES SHALL
NOT EXHIBIT CODOMINANT LEADERS, WITH THE EXCEPTION OF MULTI -STEM SPECIMENS AND CERTAIN DECURRENT
SPECIES-- SUBJECT TO APPROVAL OF THE LANDSCAPE ARCHITECT. CONTAINER GROWN PLANTS SHALL NOT BE ROOT -
BOUND. SUB -STANDARD PLANTS SHALL BE REJECTED.
4) WRAP TREES ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT.
5) FOR SMOOTH BARK SPECIES, MARK THE NORTH SIDE IN THE NURSERY AND ALIGN THAT SIDE TO NORTH IN THE FIELD.
6) ROOTBALLS WRAPPED IN SYNTHETIC BURLAP OR OTHER NON -BIODEGRADABLE MATERIAL SHALL BE REJECTED.
7) WHERE B&B PLANTS ARE SPECIFIED, CONTAINER GROWN PLANTS SHALL NOT BE SUBSTITUTED WITHOUT APPROVAL OF
THE LANDSCAPE ARCHITECT.
z
00
z
i0
TREE OR SHRUB PLANTING, TYP.
SECTION N.I.S.
SET TOP OF ROOTBALL
SLIGHTLY ABOVE FINISH
GRADE OF SOIL
THOROUGHLY SCARIFY
CONTAINER GROWN
ROOTBALLS TO LOOSEN
ROOTS, ENSURE
CIRCLING ROOTS DO NOT
REMAIN
MULCH AS SPECIFIED
PLANTING SOIL AS
SPECIFIED UNDER
SOIL PREPARATION'
INCORPORATE PLANTING
SOIL MIX INTO SUBSOIL
CULTIVATED SUBSOIL AS
SPECIFIED, NOTES
11) & (12) UNDER 'SOIL
PREPARATION'
SEE NOTE (15) UNDER
SOIL PREPARATION'
NOTES:
1) REFER TO NOTES UNDER 'INDIVIDUAL TREE OR SHRUB PLANTING PITAND'TREE AND SHRUB PLANTING DETAILS
FOR GUIDELINES REGARDING PLANT QUALITY, HANDLIING, INSTALLATION.
TREE OR SHRUB PLANTING IN BEDS
SECTION N. 1.6.
GENERAL PLANTING PIT NOTES:
A) ADD MULCH ON TOP OF THE ROOTBALL AND PLANTING PIT, BEGINNING AT NO MORE THAN 1" DEPTH NEARTRUNK AND
TAPERING TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE. KEEP MULCH
CLEAR OF ROOT COLLAR.
B) ROOT COLLAR SHALL BE EXPOSED AND FREE OF SOIL. SET TOP OF ROOTBALL SLIGHTLY ABOVE THE
SURROUNDING GRADE.
C) CREATE A SLIGHT MOUND TO DIRECT WATER TO THE ROOTBALL. BACKFILL PIT TO LEVEL OF FINISH GRADE.
EXCESS BACK FILL SHALL BE REMOVED OR, WHERE APPROVED BY THE LANDSCAPE ARCHITECT, SPREAD TO
SURROUNDING AREA.
D) AFTER FINAL PLACEMENT, CUT AWAY WIRE BASKET TO A MIN. OF 2 THE DEPTH OF THE ROOTBALL. CUT ANY REMAINING
WIRE GRIDS AS INIDICATED. CUT AWAY AND REMOVE BURLAP, STRING, OR OTHER PACKAGING MATERIALS TO A MIN. OF
z THE DEPTH OF THE ROOTBALL. SCARIFY CONTAINER GROWN PLANTS TO LOOSEN ROOTS.
E) TAPER SIDES OF PIT. SCARIFY THOROUGHLY TO LOOSEN SOIL.
F) BACKFILL WITH ORIGINAL SOIL FROM THE PIT EXCAVATION CULTIVATED TO CLUMPS NOT EXCEEDING 3" DIA.
COMPACT BACKFILL LIGHTLY IN 6" LIFTS TO REMOVE VOIDS LARGER THAN 1". INCORPORATE 1" EVENLY DISTRIBUTED,
APPROVED COMPOST INTO THE TOP 6" OF BACKFILL DURING THE FINAL LIFT.
G) TAMP SOIL FIRMLY AT THE BASE OF THE ROOTBALL TO STABILIZE.
H) SET ROOTBALL ON UNDISTURBED SOIL. WHERE HARDPAN IS PRESENT, NOTIFY THE LANDSCAPE ARCHITECT PRIOR
TO PLANTING AND SCARIFY THE BOTTOM OF THE PLANTING PIT SUFFICIENT TO BREAK THROUGH AND LOOSEN ALL
HARDPAN MATERIAL AS DIRECTED. IN ANY INSTANCE WHERE TREES ARE TO BE PLANTED ON DISTURBED SOILS,
BACKFILL WITH CULTIVATED ORIGINAL SOIL OR APPROVED MATERIAL AS DIRECTED AND COMPACT TO A LEVEL
SUFFICIENT TO SUPPORT THE WEIGHT OF THE ROOTBALL WHEN THE BACKFILL SOIL IS AT FIELD CAPACITY.
SUPPLEMENTAL TREE OR SHRUB PLANTING NOTES:
1) PRIOR TO PLANTING, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF FIELD CONDITIONS AND/OR SOIL
CHARACTERISTICS ARE NOT COMPATIBLE WITH THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS
REGARDING PLANT SURVIVABILITY OR WARRANTY.
2) THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING SHIPPING
OR THE PLANTING PROCESS.
3) WATER THOROUGHLY IMMEDIATE AFTER PLANTING SUFFICIENT TO SETTLE PLANTING PIT BACKFILL.
4) PLANTING SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR
SHALL NOTIFY THE LANDSCAPE ARCHITECT NOT LESS THAN 24 HOURS PRIOR TO INSTALLATION. PLANT INSTALLATIONS
THAT DEVIATE FROM THESE CRITERIA SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE, UNLESS
PRIOR APPROVAL IS GRANTED BY THE LANDSCAPE ARCHITECT.
INDIVIDUAL TREE. OR SHRUB PLANTING PIT
SECTION
NOTES: MINIMUM STANDARD FOR SOIL PREPARATION
ofelmrolim
N.T.S.
1) TOPSOIL SHALL BE NATURALLY OCCURING, FERTILE, GRANULAR, FRIABLE LOAM, FREE OF STONES OR OTHER DEBRIS
LARGER THAN 2" IN DIAMETER AND NOXIOUS WEEDS OR WEED SEEDS. PREFERENCE SHALL BE GIVEN TO SOILS NATIVE
TO THE SITE. LOAM SOILS SHALL HAVE A CLAY CONTENT BETWEEN 15 AND 27% AND SHALL HAVE A TEXTURE OF LOAM,
SANDY LOAM, OR SILT LOAM, ACCORDING TO THE USDA SOIL CLASSIFICATION SYSTEM. SOIL pH SHALL RANGE BETWEEN
6 AND 7. TOPOSOIL SHALL CONTAIN NOT LESS THAN 3% ORGANIC MATTER. SUBMIT SOIL SAMPLE AND COMPLETE SOIL
ANALYSIS REPORT TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
2) TOPSOIL SHALL BE INSTALLED IN FRIABLE CONDITION IN ALL LANDSCAPED AREAS TO A MINIMUM DEPTH OF 6". SOILS
SHALL NOT BE WORKED WHEN WET. VERIFY REQUIRED TOPSOIL DEPTHS WITH THE LANDSCAPE ARCHITECT.
PLANTING SOIL:
3) THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED
BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. (REFER TO SPECIFICATION SECTION AND NOTE (1)
ABOVE PLUS NOTE (4) TO UNDER THIS HEADING FOR TOPSOIL AND AMENDMENT REQUIREMENTS).
4) THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS IN CONTIGUOUS PLANTING BED (NOT INDIVIDUAL PLANTING
HOLES) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS:
YATIoAu1 TA Iii
80% TOPSOIL AS SPECIFIED IN NOTE (1)
20% FULLY COMPOSTED ORGANIC MATTER FREE OF VIABLE WEED SEED, HEAVY METALS, AND EXCESSIVE LEVELS OF
NUTRIENTS OR SALTS
SLOW RELEASE COMMERCIAL FERTILIZER(S),AND MINERALS AS RECOMMENDED IN THE SOIL ANALYSIS REPORT
1 LB. ACUTAL NITROGEN IN SLOW RELEASE FORMULATION PER 1,000 SQUARE FEET
LIME AS RECOMMENDED IN SOIL ANALYSIS REPORT
SITE PREPARATION:
5) IN AREAS SCHEDULED FOR LANDSCAPE INSTALLATION WHERE CLEARING AND GRUBBING HAS NOT BEEN COMPLETED,
OR WHERF VEGETATION HAS REESTABLISHED, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANT
MATERIAL, STUMPS, AND ALL OTHER MATERIAL NOT NOTED TO BE SAVED.
6) VERIFY MATERIAL TO BE REMOVED WITH THE LANDSCAPE ARCHITECT PRIOR TO ANY CLEARING AND GRUBBING.
SOIL PREPARATION- ALL PLANTING BEDS:
WHERE SOILS ARE SUFFICIENT TO MEET THE DEFINITION OF TOPSOIL ESTABLISHED IN NOTE (1)--
7) CREATE A V -DITCH BED EDGE TO A DEPTH OF 3" FOR ALL BEDS, UNLESS OTHERWISE NOTED.
8) ROTOTILL BED AREAS TO A MINIMUM DEPTH OF 8". IREMOVE DEBRIS GREATER THAN 2" IN DIAMETER. DO NOT ROTOTILL
WHEN SOILS ARE WET. DO NOT ROTOTILL WITHIN T -HE DRIP LINE OF ANY TREE.
9) SPREAD 2" FULLY COMPOSTED ORGANIC MATTER (AS DEFINED NOTE (4)) THOUGHOUT THE PLANTING BED. EVENLY APPLY
SOIL AMENDMENTS AS INDICATED IN NOTE (4). INCORPORATE AMENDMENTS INTO TOP 6" OF SOIL BY ROTOTILLING AGAIN.
10) RAKE BED SMOOTH AT SPECIFIED GRADIENT(S), ASSURING POSITIVE DRAINAGE TO THE PERIMETER. AFTER PLANTING
APPLY 2-3"AGED, DOUBLE -SHREDDED HARDWOOD MULCH FREE OF DYES, UNLESS OTHERWISE SPECIFIED.
WHERE SUBSOILS ARE PRESENT OR WHERE SOILS ARE NOT SUFFICIENT TO MEET THE DEFINITION OF TOPSOIL
ESTABLISHED IN NOTE (1) IN AREAS TO BE PLANTED --
11) WHERE SOILS TO BE PLANTED DO NOT MEET THE DIEFINITION OF TOPSOIL OR ARE DETERMINED TO BE INADEQUATE FOR
PLANT GROWTH BY THE LANDSCAPE ARCHITECT DUE TO COMPACTION, HIGH CLAY CONTENT, CONTAMINATION,
TEXTURE, PH, OR POOR DRAINAGE, THE CONTRACTOR SHALL EXCAVATE AREAS TO BE PLANTED TO A MINIMUM DEPTH
OF 8" BELOW FINISH GRADE OF SOIL. WHERE COMPACTED SOILS ARE SUSPECTED, COMPLY WITH NOTE (15). AFTER
EXCAVATION, ROTOTILL REMAINING SOIL TO A MIN. DEPTH OF 8". RAKE SMOOTH AND SLOPE TOWARD BED PERIMETER.
12) ADD 3" SOIL MIX (AS SPECIFIED IN NOTE (4)) AND INCORPORATE INTO TOP 4" OF CULTIVATED EXISTING SOIL BY
ROTOTILLING. LIGHTLY COMPACT SOIL. ADD ADDITIONAL SOIL MIX TO ACHIEVE FINISH GRADE. RAKE TO ACHIEVE
SPECIFIED GRADIENT(S).
13) CREATE A V -DITCH BED EDGE TO A DEPTH OF 3"
14) RAKE BED SMOOTH AT SPECIFIED GRADIENT(S), ASSURING POSITIVE DRAINAGE TO THE PERIMETER. AFTER PLANTING
APPLY 2-3"AGED, DOUBLE -SHREDDED HARDWOOD MULCH FREE OF DYES, UNLESS OTHERWISE SPECIFIED.
REMEDIATION OF COMPACTED SUBSOILS:
15) WHERE SUBSOILS ARE COMPACTED TO A LEVEL THIAT WILL INHIBIT ROOT GROWTH OR INFILTRATION OF WATER
THROUGH THE SOIL PROFILE, AS DETERMINED BY THE LANDSCAPE ARCHITECT AND DEFINED IN NOTE (16), THE
CONTRACTOR SHALL FRACTURE THE SOILS BY SPREADING FULLY COMPOSTED ORGANIC MATTER (SEE NOTE 4) TO A
DEPTH OF 4" UNIFORMLY ACROSS THE PORTION OF: THE SITE TO BE REMEDIATED THEN DIGGING AND TURNING SOILS
IN PLACE WITH A BACKHOE TO A DEPTH OF 24". LIGHTLY WORK AND FIRM TURNED SOIL WITH THE BACKHOE BUCKET.
ADDITIONALLY, WHERE ACCESS IS LIMITED, SUBSOIL REMEDIATION MY BE ACCOMPLISHED BY AUGERING 6" DIA.
HOLES TO A MINIMUM DEPTH OF 18" AT 18" O.0 AND BACKFILLING WITH UNAMMENDED TOPSOIL. DO NOT CONDUCT
REMEDIATION OPERATIONS WHEN SOIL IS WET. ALIL SOIL REMEDIATION CONSULTATION AND OPERATIONS SHALL BE
CONDUCTED AT THE NO ADDITIONAL EXPENSE TO THE CLIENT.
16) LEVELS OF COMPACTION SHALL BE DETERMINED B)Y FIELD INSPECTION, OR WHERE REQUIRED, BY A QUALIFIED SOILS
CONSULTANT. ROOT LIMITING COMPACTION WILL B3E DETERMINED BY MEASURING SOIL BULK DENSITY AND COMPARING
TO SOIL BULK DENSITIES GENERALLY ACCEPTED TO BE ROOT LIMITING SPECIFIC TO THE SOIL'S TEXTURE AS
REFERENCED IN TREES IN THE URBAN LANDSCAPE , TROWBRIDGE AND BASSUK, 2004.
PLANTING ON SLOPE
SECTION
P AND FIRM EXCAVATED
FORM ROOTBALL PIT
ILL OF TREE
i EDGE AROUND
AREA TO BE
D
N.T.S.
Lu
Lu
LL
O
C
Lu
z
GENERAL STAKING NOTES:
1) TREES SHALL BE STAKED ONLY WHEN INDICATED BY SITE CONDITIONS AND/OR PLANT
THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF CONDITIONS THAT I,
THAT COMPROMISE PLANT STABILITY, SURVIVABILITY, AND/OR CONTRACTOR'S WARRP
THE LANDSCAPE ARCHITECT, NECESSARY STAKING SHALL BE INSTALLED BY THE CON'
COST TO THE CLIENT.
TREE STAKING OPTIONS:
UPON APPROVAL OF THE LANDSCAPE ARCHITECT, STAKING SHALL BE INSTALLED AS FOL
OPTION A: VERTICAL STAKING-- VERTICAL OAK STAKES TO BE DRIVEN IN OUTSIDE THE LII
AND GUYS PER TREE. SET STAKES AT 180'° AROUND TREE PIT. GUY WITH 'ARB
STRAPPING DESIGN FOR TREE STAKING. ATTACH GUY MATERIAL IN A SLACK L
SLIGHTLY TAUT TO THE STAKE TO SECURE.
OPTION B: GUY STAKING-- (3) 18" OAK STAKES AND GUYS PER TREE. SET STAKES AT ANA
120° AROUND THE TREE PIT. ATTACH ARBORTIE OR EQUIVALENT GUY MATERIi
AND PULL SLIGHTLY TAUT TO THE STAKE TO SECURE.
TREE STAKING
SECTION
LUMINAIRE SCHEDULE Label x
Symbol Label, Qty C-01,0109 Number posotio tion Lamp- File Lumens LLF watts
Pemc6.WINSTON 'WINSTON'SERIES
OB71 10 SERIES WIN W1- LUMINAIRE, FORMED
ONE.CLEAR.1 50 WATT
ED 17 PULSE . START WINSTON 14000 1.00, 160.
FG -R3 -SMS- ALUMINUM HOUSING, METAL HALIDE RATED FLATGLASS
1 50PS-MT-BLK- FORMED SEGMENTED AT 14,000 LUMENS. R3 CUT OFF
DARK SKIES FULL SPECULAR AND SEMI-
1
05479Jes,
CUTOFF SPECULAR ALUMINUM
10.
Ef
0
1,3.6
A-1
B-4
OB441---
112
LUMINAIRE LOCATIONS
No. Label x
Location
y z MH Orientation Tilt
OB -1 181A 13.5 0.0
0
1 b*81 258.4
10.
Ef
0
1,3.6 13.5 0.0 0.0.
3 OBI -11 317.1 7&6- 13,5 13.5' 01.0 0.0
z-
OB -1 371.3 66-7 13.5 43-
B-4
OB441---
112
LUMINAIRE LOCATIONS
No. Label x
Location
y z MH Orientation Tilt
OB -1 181A 61.7 1.&5 13.5 0.0 0.0
1 b*81 258.4 65.2 1,3.6 13.5 0.0 0.0.
3 OBI -11 317.1 7&6- 13,5 13.5' 01.0 0.0
z-
OB -1 371.3 66-7 13.5 43- 0.0 0.0
5 OB -1 430,2 81,0.9 1,16 13.5 Ob . . ........
cs
6 051 5.03-7 93.0 13.5: 1:3.5: 0.0' 0.0
7 0&1' 559.0 72.2 13-5 13.5 0.0
8 OBA 617.7 88,6 13.51 13-
16
0-0. ao
0 08-1 560.7 13.2.3 245 13:5 180A 0.0
to OBA 100.3. 142.4 13.5, 13.5 182.5 0.01
11 08-1 273.6 1,22,1 1-3-5, 13.5 1-804 0.0
12 08-1 112-2 13-
15
13-
15
179.3 0.t
13 013-1 37161 128.5: t3:5: 115 176.6 60
14 OBA 427.4 1,20.4 13L 13.5 175.4 0.0
15 05- , 1' S02,5, 120,6 13.5 13.51 1793 0.0
A6 OBA 194-8 1162.0 13.5 13-5 88.3 b.a
17 08-1 131:6 211.6 2.5 13,5 200.6 0.0
8 073-1 135.6 191,1 18.5 13.5 106.9 0.0
19 05A 154,5 116.6 13.5 1,3.5 553
Plan View
Scale V= 40'
1.5 1.6
4 a
12 .......... ................ .
OB I
28, 2A 1-9 2.5 2.2
wry QM
z-
OB !4 0 -1-6 0 0
00
cs
1, G.O.: 0-0 0.0 0,0, 0,0 0"0 Ko_2r 04 0.4 p.4 0.5: 01 1 0:0 0,
Plan View
Scale V= 40'
Photo mIttricReeart'
CATALOG NUMBER: PAWFG-JR3-1108-11VIT
FILENAME: WINSTON, FLAT GLASS R3 CUT OFF 05479,IE5
SPECULAR AND
SUMMARY DATA
EFFICIENCY (Total): BO'S %
EFFICIENCY (Down f Up): 6045 % / 0;0 %
EFFICIENCY (Street f House): 37.5 % / 210, %
ROADWAY CLASS] FICATION:< TYPE Ill. SHORT
CUTOFF CLASSIFICATION: CUTOFF
LUMENS/LAMP. 16060
NO. OF LAMPS:
15 0.810
LUMINOUS OPENING: RECTANGULAR.
Width:
20 0.45
Length:
Height: 0,00
INPUT WATTS; 175
LUMINAIRE CLASSIFICATION SYSTEM
30 0..203
FORWARD LIGHT Lumens (%c, of Lamp Lumens)
FL (0-30): 779 (419%)
FIVI (30-60): 3006 (18,8%
FH (60-80): 2175 (1:3.6%)
FVH(80-90): 33 (0,2%)
BACKLIGHT
45 0.000
BIL (0-30); 719 (4,
BM (30-60): 2217 (13,9%)
BH (60-80): 729 (4.6%)
BVH(80-90); 13 (0.1%),
UPLIGHT
UL (90-100): 0 (0,0%)
UH (100-180): 0 (0. 0 '/'01.)
TRAPPED LIGHT 6328 (W5%)
PLAN
IS04LLUMINANCE DIAGRAM (fc).
ALL SIZES REPRESENTED ARE KCMINAL*
CATALOG PART
LUMINAIRE: I WTN-6,11—F-G—R,3/5—SMS
FLAT rMASS
Mounting
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10
Height Multiplier
POLY , Z , 8rtTl
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02 15 0.810
20 0.45
25 0,292
li 30 0..203
35 0.149
40 0,114
Trapped 45 0.000
bV4 ag, 5 QA FVH"(0'2%) 50 0,073
Shade Limit:
O 5 fc,
Shaded Area:
BMs r: 3598 sq.ft.
Point of max Candela
VL.{4-9%)
BL(4,5%) Mounting Height = 13 ..5 Feet, Each box represents one rnoijnbng height,
Monday, May 21, 2012
Photometric Viewer v3.1.06
ALL SIZES REPRESENTED ARE KCMINAL*
CATALOG PART
LUMINAIRE: I WTN-6,11—F-G—R,3/5—SMS
PPMB-17--mVIOD—BK
xYt 3--IqrLzl POT
POLE., PTB418-5—I8-8t4Q0T
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JOB NAME.,
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LIGHTING PRODUCTS, INC.
LA
TYPE,
150 PR7XICO' NVAY - WILMINGTON, DE 19804-3535 ,:
P-(302) 892-9003 F-(102) 892-900) DATE*
WwwPEMCOLIGIIIIING.COM 5/2 1/2012 LLU.MINATION CONCEPTS
FLAT rMASS
D It TAISU'_'l CW Tya, :5 OR
Ll , GRr SIJURCF-
V4%1, T A^',
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POLY , Z , 8rtTl
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LA
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150 PR7XICO' NVAY - WILMINGTON, DE 19804-3535 ,:
P-(302) 892-9003 F-(102) 892-900) DATE*
WwwPEMCOLIGIIIIING.COM 5/2 1/2012 LLU.MINATION CONCEPTS
GENERAL EROSION & SEDIMENT CONTROL NOTES
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO
THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC
STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF
ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING.. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYE GRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL
TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
18. ON ALL AREAS OTHER THAN TEES, GREENS, FAIRWAY, OR ROUGH PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING OR SODDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED
INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBSI/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYE
GRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. TEES AND FAIRWAYS SHALL BE SODDED WITH BERMUDA SOD AS SPECIFIED BY THE
GOLF COURSE ARCHITECT. ROUGH TO BE SODDED WITH BLUEGRASS/FESCUE SOD AS SPECIFIED BY THE GOLF COURSE ARCHITECT. GREENS TO BE SEEDED WITH BENT GRASS AS SPECIFIED BY THE GOLF COURSE ARCHITECT.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS
FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.
23. IF SOD CANNOT BE PLACED ON AN AREA 7 DAYS AFTER FINAL GRADE HAS BEEN REACHED, TEMPORARY OR PERMANENT SEEDING MUST BE APPLIED.
I 1 11, ,,
I 1.
1 , "..." -:',_-11%1.
11
I-,
F, , 1-1
I.- I
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FAIRWAY - BERMUDA SODDING
E&SC MEASURES
CE CONSTRUCTION ENTRANCE: E&SC STD. 3.02
SF SILT FENCE E&SC STD. 3.05
0 INLET PROTECTION E&SC STD. 3.07
DD TEMPORARY DIVERSION DIKE E&SC STD. 3.09
0 TEMPORARY DIVERSION E&SC STD. 3.12
ST SEDIMENT TRAP E&SC STD. 3.13
SD SUBSURFACE DRAIN E&SC STD. 3.28
TOPSOILING E&SC STD. 3.30
TS TEMPORARY SEEDING: E&SC STD. 3.31
P$ PERMANENT SEEDING: E&SC STD. 3.32
S''Q SODDING: E&SC STD. 3.33
IM U) MULCHING E&SC STD. 3.35
B/M SOIL STABILZATION BLANKETS & MATTING E&SC STD. 3.36
TP TREE: PROTECTION E&SC STD. 3.38
9 DUST CONTROL E&SC STD. 3.39
CONSTRUCTION SEQUENCE
1. CLEARLY MARK LIMITS OF WORK.
2. ESTABLISH CONSTRUCTION ENTRANCE AT EXISTING PAVED ENTRANCE.
3. ESTABLISH LAYDOWN AND CONSTRUCTION STAGIING AREAS ON EXISTING PRACTICE AREA..
4. INSTALL CLEANWATER DIVERSIONS #1 AND #3 WITH OUTLET PROTECTION AT TERMINUS.
5. INTALL SEDIMENT TRAP AND DIVERSION DIKES. INSTALL SILT FENCE AT TOES OF SLOPE.
6. PERFORM ALL DEMOLITION ACTIVITIES. STRIP TOPSOIL IN ALL OTHER AREAS TO BE DISTURBED AND STOCKPILE FOR RE -USE.
7. PROVIDE'. TREATMENT 1 SOIL STABILIZATION BLANKETS ON ALL SLOPES 3:1 OR GREATER THAT ARE SEEDED.
8. ESTABLISH VEGETATION ON ALL NEWLY DISTURBIED TURF AREAS WITH PERMANENT SEEDING, SODDING, MULCHING,
FERTILIZATION, AND LIMING AS SPECIFIED BY THE: GOLF COURSE ARCHITECT. AMEND SOILS WHERE NEEDED.
9. ONCE VEGETATION HAS BEEN ESTABLISHED ON ALL AREAS TO BE TURFED AND SEDIMENT TRAP HAS BEEN APPROVED FOR
REMOVAL, INSTALL SURFACE DRAIN STRUCTURES AND STORM PIPING TO TIE INTO EXISTING.
10. INSTALL INLET PROTECTION ON NEWLY INSTALLEID INLETS AND KEEP IN PLACE UNTIL VEGETATION IS ESTABLISHED ON
NEWLY DISTURBED AREAS.
11. ONCE SITE IS DEEMED STABILIZED BY THE COUNTY INSPECTOR AND ALL CONSTRUCTION ACTIVITIES ARE COMPLETED,
RESTORE STAGING AND ACCESS AREAS TO ACCEPTABLE (PRE -CONSTRUCTION) CONDITIONS AND REMOVE ALL EROSION
CONTROL MEASURES.
SOILS INFO:
SOILS GROUP 5B - BELVOIR LOAM 2 TO 7 PERCENT SLOPES
SOILS GROUP 14C - CHESTER LOAM 7 TO 15 PERCENT SLOPES
SOILS GROUP 36C - HAYESVILLE LOAM 7 TO 15 PERCENT SLOPES
PI SeF-- wro - 210[2--0114-F
VICINITY MAP -scale: 1" = 500'
MAINTENANCE NOTES
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND A
RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR.
1. THE INLET PROTECTION WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT
2. THE GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WOUI
THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACEI
3. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIOR/
SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF
BARRIER.
4. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAI
FERTILIZED AND RESEEDED AS DETERMINED NECESSARY BY VIRGINIA TECH SITE DEVELOPA
scale: 1" = 20'
0' 10' 20'
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Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
DRAINAGE SWALE DIRECTS FLOW/ Sherwood & Wyant ANCHOR SLOT NOTES
TO SEDIMENT BASIN APPROXIMATELY 200 STAPLES REQUIRED
PER 100 SQ. YDS. OF MATERIAL ROLL.
70' MIN. ANCHOR SLOTS, JUNCTION SLOTS &
CHECK SLOTS TO BE BURIED 6" TO 12".
3" SM-2A ASPHALT TOP COURSE 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
A— EXISTING TRENCH UPSLOPE ALONG THE LINE
2% 2% PAVEMENT OF POSTS. 12" MAX. 4:1 OR FLATTER
7-77,77--r-
6" MAX. STEEPER THAN 4:1
Av,
8" VDOT #21ADIVERSIONDITCH
3
A-k--
AGGREGATE BASE
EDGE AND END JOINTS
SIDE ELEVATION TO BE SNUGLY ABUTTED
JUNCTION SLOT
JUTE MESH WILL HAVEJill
CHECK SLOT* STAPLED LAP JOINT IN
LIEU OF EDGE JOINT) I I I ITEXISTINGGROUND
TERMINAL FOLD
sl,
MOE LAP JOINT 2" MIN. SMAX. 4:1 OR FLATTER
70 MIN. FLOW (JUTE MESH ONLY) 3' MAX. STEEPER THAN 4:1
4"
10'
ASPHALT PAVED WASHRACK
10'MIN. —
TAMP FIRMLY
2% ANCHOR SLOT
4K
12' MIN. EXISTING N11
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL ArND COMPACT THE 0
PAVEMENT 2
229%/. 2%
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED) SOIL,
M F
CHECK SLOT
DIVERSION DITCH MIN. POSITIVE DRAINAGE 10, MIN
WIDTH AT DESIGN WATER TO SEDIMENT
ELEVATION IS 4.0' I TRAPPING DEVICE
1" TO 2"
TAMP
CHECK SLOT
PLAN VIEW
FIRMLY z VAR. VAR.
I-qFJill 77
C'4 00
2" — 0
IM PLAN VIEW
0
77 STAPLING DIAGRAM
777
FLOW 'g
MUST EXTEND FULL WIDTH ri 'CHECK SLOTS AT MIN.
STAPLE FORMED FROM NO. 11 STEEL WIRE, OF INGRESS AND EGRESS SET 1Y2" WATER HYDRANT WITH 50'C-C INTERVALS; IIII'8" OPERATION FROST PROOF HYDRANT 3' STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL
ABOVE GRADE AND 4' OFF JUNCTION SLOT 6" STAPLE MIN. LENGTH FOR OTHER SOIL. "COMBINATION" BLANKET
70' MIN.
I EDGE OF PAVEMENT
EXTENSION OF FABRIC AND WIRE INTO THE TRENICH. 12"
TAMP "TERMINAL FOLD
2%_ V V FIRMLY
IRMLY
I IJ IL
Ky ry MY "K, g
FILTER FABRIC
2" C14
NOTE- A MINIMUM WATER TRAP OF 1" IS REQUIRED — V
71 0WITHAMINIMUMWASHHOSEDIA. OF 1.5 2'
WIRE
SECTION A-A
ALBEMARLE COUNTY CONSTRUCTION ENTRANCE CONSTRUCTION OF A SILT FENCE SOIL STABILIZATION BLANKET
WITH WIRE SUPPORT) TYPICAL TREATMENT- 1 INSTALLATION CRITERIA
SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1968
2 X 4" WOOD FRAME
DROP INLET
SOURCE: VA. DSWC PLATE 3,09-1
WITH GRATE
TCompacted Soil
1.5' MAX.
FRAME
18" min. I I **USE PLASTIC FENCING FOR TREE PROTECTION
Flow
j"
PLASTIC FENCING SHALL BE 40 INCH HIGH "INTERNATIONAL ORANGE"' PLASTIC
3' MIN. (POLYETHYLENE) WEB FENCING SECURED TO CONVENTIONAL 60-INCH TALL METAL "T" OR
U" POSTS DRIVEN TO A MINIMUM DEPTH OF 18 INCHES ON 6-FOOT MINIMUM CENTERS. THE
FENCING SHALL BE INSTALLED AT THE LIMITS OF CLEARING. THE FENICE SHOULD HAVE THE
GATHER 4.5' min. FOLLOWING MINIMUM PHYSICAL QUALITIES:
EXCESS jj
AT CORNERS
0 TENSILE YIELD: AVERAGE 2,000 LBS PER 4-FOOT WIDTH (ASTM D638)
0 ULTIMATE TENSILE YIELD: AVERAGE 2,900 LBS PER 4-FOOT WIDTH (ASTM D638)
0 ELONGATION AT BREAK (%): GREATER THAN 1000% (ASTM D638)
TEMPORARY DIVERSION DIKEPERSPECTIVEVIEWS CHEMICAL RESISTANCE: INERT TO MOST CHEMICAL AND ACIDS
STAKE
FABRIC Source: Va. DSWC
18" BERM OF Plate 3.12-1 DBH= DIAMETER OF TREE
TRUNK AT BREAST HEIGHT
COMPACTED SOIL
EX.- 20" DBH YIELDS 20' MIN. Ir7iIIII, I'MIN. MAINTAIN 0.3' MIN. RADIUS TREE PROTECTIONALLOWFOR
FREE BOARDZONE10% SETTLEMENT
10-YR STORM ELEV.
PROTECTIVE DEVICE
ii
ELEVATION OF STAKE AND DETAIL A giiiiii I Willi 1 MAXIMUM LIMITS OF
CLEARING AND GRADINB111111101111111W11111GMIN. R=DBH x I F1
FABRIC ORIENTATION 1-11
IN FEET
VDOT STD. EC-2 PROPOSED GRADIN
EROSION MATTING
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE TYPICAL VEE-SHAPED DIVERSIONO
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT DIVERSION #1
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
CONSTRUCTION OPERATIONS RELATIVE
SILT FENCE DROP INLET PROTECTION TO THE LOCATION OF PROTECTED TREES
ORIGINAL
GROUND
ELEV. 4' Source: Va. DSWC 18" BERM OF Plate 3.12-1
COMPACTED SOIL—
DRY" ELEV. 536.00
MAINTAIN 0.3' MIN. ALLOW FOR
SEE PLAN FREE BOARD 10% SETTLEMENT67C.Y./ AC.
DRY" 10-YR STORM ELEV. STORAGE
k
WET" ELEV. 535.00 L. 4'
JI _-
1 - , I
1111110111119411111 Willi 1 P411111167C.Y./ AC.',
RIGINAL
4 n
OWET" STORAGE (
EXCAVATED) CLASS1RIPRAP GROUND 111111ifflilligillill illilwillil I Willi I Imlill I E
ELEV. 10911111 Willi I Willi I Willi I 15=11111 I Willi I Willi I Wililillffiffilil lill i
FILTER CLOTH
BOTTOM ELEV. 533.00 VDOT STD. E
SEE PLATE 3.13-1 COARSE
EROSION MATTING
PLATE. 3.14-10
AGGREGATE
CROSS SECTION OF OUTLET TYPICAL VEE-SHAPED DIVERSION DRIP LINE
CLASS I RIPRAP DIVERSION #2
J-
6.6' STONE WEIR
INV.ELEV. 535.00L
CREST ELEV. 536.00 SNOW FENCE —, AW
4' WIDE DIVERSION
BERM ELEV. 537.00
o
QS_
COARSE AGGREGATE BOARD FENCE
K
EXCAVATED FILTER CLOTH CORD FENCE
AREA
PLASTIC FENCIE
COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 CORRECT METHODS OF TREE FENCING
OUTLET (PERSPECTIVE VIEW)
Source: Va. DSCW Plate 3.38-2SOURCE: VA. DSWC PLATE. 3.13-2
TEMPORARY SEDIMENT TRAP FENCING AND ARMORING