HomeMy WebLinkAboutSDP201300064 Plan - Approved 2014-06-10VICINITY MAP: 1" = 1000'
GENERAL CONSTRUCTION NOTES
ALBEMARLE COUNTY, VIRGINIA
FINAL SITE PLAN PLAN
(SDP #201300064)
NOVEMBER 22, 2013
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES
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
1.
WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE
DIP
IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS
E
PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
IF
SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
MF
MONUMENT FOUND
PF
PIPE FOUND
2.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY
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
WM
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
WV
ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR
240AK40
= 24" OAK W/ 40' CANOPY DIA.
RECREATIONAL AREA:
NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES.
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED
PARKING REQUIREMENTS:
ASSEMBLY (LESS THAN 100 ASSEMBLY SEATS)
BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
3.
THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE - CONSTRUCTION
PROPOSED ANNEX BUILDING IS AN ACCESSORY USE THAT REQUIRES NO ADDITIONAL PARKING
MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001).
4.
THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE.
6.
ALL WATER 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
5.
UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
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.
7.
ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES,
6.
CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK, BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
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.
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
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
SPECIFIED LATEST EDITION CHECKLIST.
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.
ALBEMARLE
COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE
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
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER,
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
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
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
9.
THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE..
ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
10.
DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES R
UR NG O
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
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. °'
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL :VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
11.
ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR
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
MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
ORDER TO STABILIZE A DRAINAGE CHANNEL,
12.
USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
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.
8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
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
9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
ALBEMARLE
COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS
14.
CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE.
1.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT
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
OF COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
UNDERWAY.
2.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE
16.
ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
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
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
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
3.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND.
4.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION.
18.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY
ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY.
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.
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.
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.
5
WHERE URBAN CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A B OR C)
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 AISLE 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 F 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/ VDOT 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 Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 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 PEDESTIALS 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.
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 PROJECT EXPIRE PRIOR TO SIGNING
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS 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 SPEED 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 STANDARD 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 ROAD 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
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
RWSA CONSTRUCTION NOTES: SEE SHEET 2
STANDARDS AND SPECIFICATIONS
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
2. VIRGINIA 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. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK,
THIRD EDITION, 1992.
5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
6. VIRGINIA 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 THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005.
8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003.
SURVEYOR'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 PHONE
OVERHEAD ELECTRIC oHE
SANITARY SEWER S
UNDERGROUND ELECTRIC UGE
WATER LINE H2O
EX. STORM DRAIN LINE
PROP. STORM DRAIN LINE
1 1: 1Ti [ � ] I 19 [ 61 < «_ mewl re
TBS
TO BE SAVED
TBR
TO BE REMOVED
EX.
EXISTING
SHEET 5
SITE ELEMENT TO BE REMOVED
1 � 1
TREE TO BE REMOVED
-z- - UTILITY LINE TO BE REMOVED
PROPERTY OWNER:
PROPERTY ADDRESS:
TAX MAP / PARCEL #:
PROPERTY SIZE:
ZONING:
MAGISTERIAL:
COMPREHENSIVE PLAN:
EXISTING /PROPOSED USE:
DRINKING WATER
WATERSHED:
OVERLAY DISTRICTS:
TOTAL # OF UNITS / DENSITY:
DENSITY BONUS FACTORS:
WAIVER / VARIANCE
REQUESTS:
SURVEY SOURCES:
DATUM:
BENCHMARK:
LAN, D-USE BREAKDOWN:
ALTH OF
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Lic. No. 35326 w
A� lv� /
�sIONAL
SHEET INDEX:
SHEET 2
EXISTING CONDITIONS & DEMO PLAN
SHEET 3
FINAL SITE PLAN
SHEET 4
STORM DRAIN PROFILE & DETAILS
SHEET 5
ACSA/RWSA DETAILS & NOTES
SHEET 6
SITE DETAILS
SHEET 7
LANDSCAPE PLAN
SHEET 8
PLANTING DETAILS
SHEET 9
LIGHTING PLAN
SHEET 10
LIGHTING DETAILS
G • 3 - iN
ENGINEER
ACSA
VDOT
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((2�i
CHURCH OF OUR SAVIOUR - CONTACT: GEOFF KILMER kt5 &11760-
1165 RIO ROAD EAST
CHARLOTTESVILLE, VA 22901
1165 RIO ROAD EAST
TMP 61 -144 (BOUNDARY LINE VACATION PLAT COMBINED TMP 91 -144 & 61 -146D, D.B. 4458, PG. 242)
6.16 AC.
R2 /C1 SPLIT ZONING AS A RESULT OF ZMA2012 -6 W/ PROFFERS & SUP SP2000 -60 W/ CONDITIONS)
2.677 AC. ZONED C -1
3.493 AC. ZONED R -1
RIO DISTRICT
TMP 61 -144 (NEIGHBORHOOD 2 - PLACES 29)
CHURCH /CHURCH AND YOUTH CENTER
NONE
ENTRANCE CORRIDOR
AIRPORT IMPACT DISTRICT
N/A
NONE
CRITICAL SLOPE WAIVER (18.4.2.5A) - APPROVED BY BOS ON 10/09/13 (SDP201200049)
DISTURBANCE OF THE 20' BUFFER ZONE ADJACENT TO RESIDENTIAL (18.21.7C1) - APPROVED BY BOS ON
10/09/13 (SDP201200049)
TOPOGRAPHY SHOWN HEREON WAS FIELD RUN BY ROGER W. RAY & ASSOCIATES, INC. - JUNE 8, 2011
HORIZONTAL NAD -83 VIRGINIA SOUTH ZONE, VERTICAL NAVD -88.
PK NAIL SET IN ROOT OF 36" OAK BETWEEN THE CHURCH AND THE ONE STORY METAL BUILDING
ELEVATION = 482.48
BUILDING SQUARE FOOTAGE: YOUTH CENTER
TRIP GENERATION: NO CHANGE - YOUTH CENTER WILL BE FOR EXISTING PARISHIONERS
FLOOD PLAIN: THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY FEDERAL EMERGENCY MANAGEMENT ACENCY
(MAP NO. 51003CO279D).
SITE NOTES:
1. THE PROJECT PROPOSES THE DEMOLITION OF A ONE STORY METAL BUILDING AND THE CONSTRUCTION OF A 8,450 SQUARE FOOT,
2 -STORY YOUTH CENTER, HAVING APPROXIMATELY THE SAME FOOTPRINT, IN ITS PLACE. ADDITIONALLY SITE IMPROVEMENTS ARE
PROPOSED TO PROVIDE PEDESTRIAN CONNECTION TO THE NEW YOUTH CENTER FROM THE MAIN CHURCH BUILDING AND
REHABILITATION OF A SMALL EXISTING PARKING LOT.
2. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND NOT WITHIN A DRINKING WATER WATERSHED.
3. NO PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN.
4. THE SITE IS PRIMARILY A MIX OF PAVED AND GRAVEL PARKING LOTS WITH INDIVIDUAL OR SMALL GROVES OF TREES.
5. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY
THE OWNER / DEVELOPER.
6. NEW FACILITY WASTE/TRASH WILL BE COLLECTED IN RESIDENTIAL STYLE TRASH CANS AND COLLECTED WEEKLY.
7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
REVISIONS:
-- 08/30/13 INITIAL PLAN APPROVAL WITH CONDITIONS
12/26/13 ARB STAFF COMMENTS
03/17/14 CO /ASCA/RWSA COMMENTS
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d'
5,802 SF
SETBACKS:
(Cl - ZONING)
30' BUILDING SETBACK ADJACENT TO PUBLIC STREET
10' PARKING SETBACK ADJACENT TO PUBLIC STREET
I`
50' BUILDING SETBACK ADJACENT TO RESIDENTIAL
(0
20' PARKING SETBACK ADJACENT TO RESIDENTIAL
�
20' BUFFER ZONE ADJACENT TO RESIDENTIAL & RURAL AREAS
N
(R2 - ZONING)
M
25 FRONT SETBACK
N
10' SIDE SETBACK
0
20' REAR SETBACK
MAX. HEIGHT OF STRUCTURE:
35' BY CODE
NUMBER OF EMPLOYEES:
18 (NO CHANGE)
RECREATIONAL AREA:
N/A
LANDSCAPE REQUIREMENTS:
SEE LANDSCAPE PLAN FOR CALCULATIONS
PARKING REQUIREMENTS:
ASSEMBLY (LESS THAN 100 ASSEMBLY SEATS)
THE GREATER OF (1) SPACE / 75 SF OF ASSEMBLY OR (1) SPACE 14 ASSEMBLY SEATS
3,750 SF OF EXISTING ASSEMBLYAREA = 3,750175 = 50 SPACES OR 230 SEATS 14 = 58 SPACES
PROPOSED ANNEX BUILDING IS AN ACCESSORY USE THAT REQUIRES NO ADDITIONAL PARKING
REQUIRED PARKING = 58 SPACES
PROVIDED PARKING = 67 PAVED SPACES
TRIP GENERATION: NO CHANGE - YOUTH CENTER WILL BE FOR EXISTING PARISHIONERS
FLOOD PLAIN: THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY FEDERAL EMERGENCY MANAGEMENT ACENCY
(MAP NO. 51003CO279D).
SITE NOTES:
1. THE PROJECT PROPOSES THE DEMOLITION OF A ONE STORY METAL BUILDING AND THE CONSTRUCTION OF A 8,450 SQUARE FOOT,
2 -STORY YOUTH CENTER, HAVING APPROXIMATELY THE SAME FOOTPRINT, IN ITS PLACE. ADDITIONALLY SITE IMPROVEMENTS ARE
PROPOSED TO PROVIDE PEDESTRIAN CONNECTION TO THE NEW YOUTH CENTER FROM THE MAIN CHURCH BUILDING AND
REHABILITATION OF A SMALL EXISTING PARKING LOT.
2. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND NOT WITHIN A DRINKING WATER WATERSHED.
3. NO PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN.
4. THE SITE IS PRIMARILY A MIX OF PAVED AND GRAVEL PARKING LOTS WITH INDIVIDUAL OR SMALL GROVES OF TREES.
5. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY
THE OWNER / DEVELOPER.
6. NEW FACILITY WASTE/TRASH WILL BE COLLECTED IN RESIDENTIAL STYLE TRASH CANS AND COLLECTED WEEKLY.
7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
REVISIONS:
-- 08/30/13 INITIAL PLAN APPROVAL WITH CONDITIONS
12/26/13 ARB STAFF COMMENTS
03/17/14 CO /ASCA/RWSA COMMENTS
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GENERAL NOTES:
O
1.
CHURCH ACCESS SHALL BE MAINTAINED AT ALL TIMES, UNLESS COORDINATED IN WRITING WITH THE CHURCH OF OUR SAVIOUR.
PROVIDE
MINIMUM 48 HR NOTICE IF ACCESS IS TO BE BLOCKED.
a:
2.
COORDINATE WITH POWER COMPANY FOR THE RELOCATION OF POWER SERVICE LINES TO ALL BUILDINGS. CONTACT ANN MARIE
KNIGHT
WITH DOMINION POWER AT 434 - 972 -6793 PRIOR TO START OF DEMOLITION.
3.
COORDINATE WITH UTILITIES TO RELOCATE OR DEMOLISH /ABANDON EXISTING SERVICES. UTILITIES INCLUDE ALBEMARLE COUNTY
SERVICE
AUTHORITY (WATER /SEWER), RIVANNA WATER AND SEWER AUTHORITY, CITY GAS, AND DOMINION POWER.
4.
BASE BID SHALL BE TO INCLUDE AN ALTERNATE IN DEMOLITION BID TO CRUSH AND REUSE AS MUCH CONCRETE ON SITE AS POSSIBLE
>
OR RECYCLE CONCRETE. DEMOLITION DEBRIS SHALL BE RECYCLED AS MUCH AS POSSIBLE.
5.
STRUCTURES, U/G PRIVATE UTILITIES AND SERVICES, CONCRETE, OR OTHER ITEMS WITHIN LIMITS OF WORK SHALL BE REMOVED
FROM
THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.
V)
6.
WHERE PIPES ARE DEMOLISHED, PLUG STRUCTURE INVERTS WITH CONCRETE OR OTHER METHOD APPROVED BY THE AUTHORITY
HAVING
1t <s
JURISDICTION. WHERE PIPES ARE ABANDONED IN PLACE, FULLY GROUT PIPE TO BE ABANDONED.
7.
REMOVE GRAVEL IN AREAS TO BE MULCHED OR GRASSED AS INDICATED ON THE LANDSCAPE PLAN.
8.
ALL E &S MEASURES SHALL BE IN PLACE AND APPROVED BY THE COUNTY PRIOR TO COMMENCING DEMOLITION. REFER TO E &S
PLANS.
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HUNTINGTON ROAD
T2425 M2627 --•.
t28 29 30 31 32 33
' N
N
N I
N
I
c I
1 � 1
EX. 18" R WSA
WATER MAIN y
CONC. WALK C NC.
CG -6 I WXILK
EXISTING 5/8" WATER METER TO
BLDG TO BE REMOVED AND
REPLACED WITH A 1" WATER
SERVICE. EXISTING SERVICE TO I
BE REMOVED BACK TO THE `
MAIN.* I Bust
*RWSA MUST BE PRESENT
DURING THE ABANDONMENT OF
THE EXISTING WATER SERVICE N
CONNECTION AND THE TAPPING Ina "Puv�
OF THE WATER MAIN FOR THE
N W CONNECTION( EE DETAIL) ?GV X PAI
�V PACE
465' TO HUNTINGTON ROAD INTX. GUf
ASPHALT
BENCHMARK: PARKING
PK NAIL SET l
ELEVATION = 473.82 9�
1E
0
40 41 42 43 44 45 46 47 48 49 50 51 52
ASPHALT
PARKING
15
L 4 1 131 12 1L11 I 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 11
o°
HOUSE
INV. I OUT 44 .40
�SMH
TOP 460.77
/ \ INV. N 449.72
IN /V IN 4490
ACSA S NITARY WER
EASEME T D. B.
3534 -631, 5 PLAT
SS CgAN UT
(LATERALS
EX. 30'+ VDGT ~�'~
STD. ENTRANC
-" ASPHALT \X. FIRE
DRIVE > HYDRANT
0"' DIP RWSA T 1 -144 \
® --� ATERLINE TH RUSTEES OF TI�I�E CHGR� H OF OUR SAVId�I
35 M3637 I —
CONC. -
WALKS,
SMRAGO,'TM
CONC. -
WALK
PIPE IN V
SPL�F ZO
LIMITS—
EX. WALKS T.B F
TREE ROTE
FENCI P. TEMPORARILY —
DISCONNECT ALL
RIII��A —�\ UTILITIES TO BLDG
I TREES T.B.R.
CEMETARY
TREE PROTECTION —
G'
CHURCH
1 STORY
ROCK W/
BASEMENT
T.B.R.,
i , 21"
EX. 20' DRIVE \
AISLE
CHURCH
1 STORY
STUCCO W/
BASEMENT
SECTION OF
ALK T.B.R.
EX. DI '
RIM 487.51 6.
KGs
GPM
a j 7
9 {
PLAI ROUND — -
TO R€�MAI
24°
TREES TO°
s - - -.�F E
FENCE
R2 ZO
I
`L 55 20' RWSA`WA
EASEMENT
B. 1456, PG.
T
LS GL
WM
3L{i GL ,
LS GL
GL /
,ASPHAL \
ARKIKG \
9 /��4
TION OF
o PH ALT T. .Rf
%J
1 �TREESIT.B.
2
L•• R
wo
ZONING,.-- C- -��OMM RCIA -2 RESIDENTIAL
COMP. PLAN: EIGHBQRHOOD 2 \
RLI -` PLACES 29 USE: URBAN 1t4 XED USE
OVERLAY DISTRICT. AIRP T IPACT AREA
3 -447 LAT ENTRANCE COR I(OOR \9 , ,
D.B. 2008, PG. 19 & 195 \o
D.B. 1596, PG. 257, D.B. 97 PG. 97 PLAT tn SIGHT DISTANCE EXH I B I T
D.B. 428, PG. 32 & 35, D.B. 73, G. 237 \t-A (2
D.B. 352, PG. 237 PLAT; D. .161, PG. 15 v� SCALE: V = 100'
D.B. 145, PG. 285, D.B. 139, , 208
.ES TO D.B. 129, PG. 272, D.B. 129, PG 17f"LA MAI N B. 3893, PG. 132; D.B. 1923, PG. T
D.B. 4458, PG. 242 \
I TMP 62A 1 -00 -OA -004
HOUSE \ HAWKINS, ELLEN F
ASPHALT \ ZONING: R -2 RESIDENTIAL
DRIVE COMP. PLAN: NEIGHBORHOOD 2
r - --� TREE PROTECTION \ PLACES 29 USE. NEIGHBORHOOD DENSITY
FENCING, TYP. \ OVERLAY DISTRICT., AIRPORT IMPACT AREA &
ENTRANCE CORRIDOR
D.B. 1806, PG. 588
SPLIT ZONIN
36" RED OAK WOODS LIMITS /
TO REMAIN /
Ro R2 ZON,I 6� I'M 10 °E2 .44' \ \
' BUFFE O RESIDENTI� /
/ FENCING, TYP. / rQ • - reLa DOWN PGU '98 `S6 9j3,8 -- i I -�, '•,- �.,,.. '�
J DW - LEN AS METER
B" 6 Fr 1
/{ i2 - EL&8RIC ' CRITICAL / i' County of Albetnarlt
l 9" oougL us+ ,r t -AfLc„ s, ^2° R EXISTING BUILDING AND ConservvlionPlan,C ittclMst- Toire placed on Landscape Mans
t1EMLGCIf A10 OOx HEMLOCK 4�,LOC � 6` 6' PIPE 4jti, SLOPES, T
EMLDLK "� ''� H�ML °vXr > a ACCESSORY STRUCTURES TO BE '3� --- /
r =:o a _ mo° *� INV. 473 (Handbook, ppIll- &# kit -297 for calnplete speciiiraffwrs)
_ — 4. \ r� ) r r ca,1
- HCLLY tdef t ,� srr �),y l,r {} REMOVED & UTILITIES TO
oo -- _ - _..,_.� TEMPORARILY DISCONNECTED I i. Thefv]tlowiu itertcs shall beshoes�►outhe Ian:
qpp (MATEPRQPERTYLINE +�,,. �� /
i . ._ \ FINE .,• u" _ '1. `..ii r si., 8 47gT 9�Q ��^^''' �* Trees to be saved; y 1z y" Wi I traits of clearing (outside, drplir�e of frees to be saved ),
� L-- Lr:., MAPLE •
W I W W W W W ' AsF lsLE ` `7 E ' o ' Location and type ofpxptcc6ve fencln;
W / ulf
PARADrsF -.. � _ r � 9 _ G`� `�'7�- -•-- � �� � f� Gracie changes requiring free: wells or walls•
20' BUFFER TO RESIDENTIAL -\ �s ; — =�•r- `""`•— 12t, ° "9 'pis `^ ��Q.� '
TMP 61 -145 }' E Proposed trenching or tunneling beyond the limits of clearing.
`E-X. WALKS T.B�
15 -RC `CHURCH bF QUR SAV /OUR- Ro Fs
ASPHALT y �. TREES / X1 r r
```., ZON /NGti C -1 OMM €RCIAL
PARKING \ /NV. 4 ``° COMP. PLAN: EIGHBORHOOD 2 �` - ` T8R
LOT / \ PLACES�9 USE:P BAN MIXED USE . - "BPLE ` `\ ~ �MBERS /
50' BUILDING SETBACK VERLAY DI>ll/AISeOf1G1f�46T AR€ _
ENTRAN E`GQRRIDOR \ \ WALL Ft!
12 BENCHMARK:.- -
INV. 461.54 � � � � D a. 485, PG. 572 , cF,DAR � �i\ \ � / �- - / / L" SET N
PIN D.B. 1085, PG. 574 PLAN EL EVATION = 4Rv r
1 STORY ` GRAVEL. • ,2• -'' F /
A�yT FRAME • PARKING c ®D... APPROXlMA7
- O 6" s L OGAT ION O i
W/ � ` (OVE.RFLOM ~ 0 HO
SEPTIC-FIELD
FIELD
BASEMENT /
/ �, ~�0 D L� BE REM['Q�i } / GRAVEL
-° EX. DI MEES \� GRAVE - / PARKING _
c� hp RIM 458..3 (OVERFLOW)
,A INV. 453 1z •: "
(OV RF OWJ
TEL.
W REV.
8° '53" 4 . Q
W W J WS58 °51'10 "W 297.18' �OR&LRAGHN \ r/j
ASH ED E OP —`T - W D.B. 354, PG. 25' D XoBLE -
ASPHAL7� PA 7NG RA L B. 347, PG. 434 &435 DIVE L l— I— f DRIVE _ T
Ilk, - 9> / l
DS HP ��'� ( 21• SH \ nLU,L / EX. 30 "DIP RWSA
- 1 / PvPLa C�� WATERLINE
65
TORY BRICK 9'° 9� / 18� F• V" / /
/ - -1
o srcAMaHE � L, �- PrNE
'BASEMENT f 'ENE SA WOODS 1.
PLE + _ s /
/ GRAVEL
s�rE 9 AREA
'ke EXISTING 5/8" ATER SERVICE GRAVEL
TO BLDG TO BE ABANDONED
TMP 61 -146A PARKING
DEBUTTS, WILLIAM J REV TR & ANN P DEBUTTS
ZONING: C -1 COMMERCIAL / +� / / EX. FIRE
COMP. PLAN. NEIGHBORHOOD 2 - 6 / HPRANT
PLACES 29 USE: URBAN MIXED USE / I / I / /�
OVERLAY DISTRICT. AIRPORT IMPACT AREA & °l,? _
ENTRANCE CORRIDOR
D.B. 3494, PG. 338 o� ' I WQOC
C CAL % �l VI IL
0 E$,-TYP. , �/ D.B.
TMP 61 -146
VANDERLINDE HOUSING INC. s72 °4'"'"�
ZONING: C -1 COMMERCIAL °p wrs1.49,
COMP. PLAN. NEIGHBORHOOD 2
PLACES 29 USE: URBAN MIXED USE
OVERLAY DISTRICT. AIRPORT IMPACT AREA &
ENTRANCE CORRIDOR
D.B. 3096, PG. 472
EX. CONDITIONS /DEMO
All trees to be saved shall be marked with print or ribbon at a height clearly visible to cquipment operators.
No grading shall begin until the tree, marking tins been inspected and approved by a County Laapeetor.
3. e_Co str n t•
Rr Tree, preservation and protection measures shall be reviewed with the contractor on site.
4. < E ratnt O nation and Storage.
Ilk Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be perrnitted within the driplincs of trees
to be saved.
5. Soil Erosion and Stornrwater Detention Devices;
Such devices shall not adversely affect trees to be saved.
6. Fires:
Fires are not perrnittedwithin 100 feet of the dlriplinc oftrecs to be saved.
7. Tonic Materials:
Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
$. Prgtfetive FencftrAt
id Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
kr Fencing shall be ill place and shall be inspected and appxoycd by a County Inspector prior to grading or construction.
Wien the ground level must be raised witlirn the driplinc ofa tree to be saved, atrce well shall be provided acid a carxs(tuction dcWt
submitted for approval.
Whcn the ground level must be lowered within the, dripline a tree to be saved, a tree wall shall be provided; and a construction detail
subrlliacd for approval.
M ImuL.> iPi ltnd Tim- ru:
When trenching is required within the lirnits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large free shall be considered as an alternative when it is anticipated that necessary trenching will destroy fecderxoots.
12. Chu 1
Protective fencing shall be the last items removed during the final clearing.
M 12 Magid Ix Sgs:
Damagtd trees shall be treated immcdiatcly by pruning; fertilization or other methods ro mrucadcd by a tree speciatist.
NOTE. IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER NVIIH THE CONTRACTOR ON TREE CONSERVATION
RE QUI EAUNTS.'
OWNtR SIGNATURE
CONTI XcT P C IGNL1TURE (DATE)
5511106 page 1 of 1
TOPOGRAPHY VISUALLY VERIFIED BY WATERSTREET STUDIO ON 03113/14.
EXISTING BUILDING SHELL HAS BEEN REMOVED.
X SCALE: 1 30'
lai '
.0
O
a:
0
40 41 42 43 44 45 46 47 48 49 50 51 52
ASPHALT
PARKING
15
L 4 1 131 12 1L11 I 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 11
o°
HOUSE
INV. I OUT 44 .40
�SMH
TOP 460.77
/ \ INV. N 449.72
IN /V IN 4490
ACSA S NITARY WER
EASEME T D. B.
3534 -631, 5 PLAT
SS CgAN UT
(LATERALS
EX. 30'+ VDGT ~�'~
STD. ENTRANC
-" ASPHALT \X. FIRE
DRIVE > HYDRANT
0"' DIP RWSA T 1 -144 \
® --� ATERLINE TH RUSTEES OF TI�I�E CHGR� H OF OUR SAVId�I
35 M3637 I —
CONC. -
WALKS,
SMRAGO,'TM
CONC. -
WALK
PIPE IN V
SPL�F ZO
LIMITS—
EX. WALKS T.B F
TREE ROTE
FENCI P. TEMPORARILY —
DISCONNECT ALL
RIII��A —�\ UTILITIES TO BLDG
I TREES T.B.R.
CEMETARY
TREE PROTECTION —
G'
CHURCH
1 STORY
ROCK W/
BASEMENT
T.B.R.,
i , 21"
EX. 20' DRIVE \
AISLE
CHURCH
1 STORY
STUCCO W/
BASEMENT
SECTION OF
ALK T.B.R.
EX. DI '
RIM 487.51 6.
KGs
GPM
a j 7
9 {
PLAI ROUND — -
TO R€�MAI
24°
TREES TO°
s - - -.�F E
FENCE
R2 ZO
I
`L 55 20' RWSA`WA
EASEMENT
B. 1456, PG.
T
LS GL
WM
3L{i GL ,
LS GL
GL /
,ASPHAL \
ARKIKG \
9 /��4
TION OF
o PH ALT T. .Rf
%J
1 �TREESIT.B.
2
L•• R
wo
ZONING,.-- C- -��OMM RCIA -2 RESIDENTIAL
COMP. PLAN: EIGHBQRHOOD 2 \
RLI -` PLACES 29 USE: URBAN 1t4 XED USE
OVERLAY DISTRICT. AIRP T IPACT AREA
3 -447 LAT ENTRANCE COR I(OOR \9 , ,
D.B. 2008, PG. 19 & 195 \o
D.B. 1596, PG. 257, D.B. 97 PG. 97 PLAT tn SIGHT DISTANCE EXH I B I T
D.B. 428, PG. 32 & 35, D.B. 73, G. 237 \t-A (2
D.B. 352, PG. 237 PLAT; D. .161, PG. 15 v� SCALE: V = 100'
D.B. 145, PG. 285, D.B. 139, , 208
.ES TO D.B. 129, PG. 272, D.B. 129, PG 17f"LA MAI N B. 3893, PG. 132; D.B. 1923, PG. T
D.B. 4458, PG. 242 \
I TMP 62A 1 -00 -OA -004
HOUSE \ HAWKINS, ELLEN F
ASPHALT \ ZONING: R -2 RESIDENTIAL
DRIVE COMP. PLAN: NEIGHBORHOOD 2
r - --� TREE PROTECTION \ PLACES 29 USE. NEIGHBORHOOD DENSITY
FENCING, TYP. \ OVERLAY DISTRICT., AIRPORT IMPACT AREA &
ENTRANCE CORRIDOR
D.B. 1806, PG. 588
SPLIT ZONIN
36" RED OAK WOODS LIMITS /
TO REMAIN /
Ro R2 ZON,I 6� I'M 10 °E2 .44' \ \
' BUFFE O RESIDENTI� /
/ FENCING, TYP. / rQ • - reLa DOWN PGU '98 `S6 9j3,8 -- i I -�, '•,- �.,,.. '�
J DW - LEN AS METER
B" 6 Fr 1
/{ i2 - EL&8RIC ' CRITICAL / i' County of Albetnarlt
l 9" oougL us+ ,r t -AfLc„ s, ^2° R EXISTING BUILDING AND ConservvlionPlan,C ittclMst- Toire placed on Landscape Mans
t1EMLGCIf A10 OOx HEMLOCK 4�,LOC � 6` 6' PIPE 4jti, SLOPES, T
EMLDLK "� ''� H�ML °vXr > a ACCESSORY STRUCTURES TO BE '3� --- /
r =:o a _ mo° *� INV. 473 (Handbook, ppIll- &# kit -297 for calnplete speciiiraffwrs)
_ — 4. \ r� ) r r ca,1
- HCLLY tdef t ,� srr �),y l,r {} REMOVED & UTILITIES TO
oo -- _ - _..,_.� TEMPORARILY DISCONNECTED I i. Thefv]tlowiu itertcs shall beshoes�►outhe Ian:
qpp (MATEPRQPERTYLINE +�,,. �� /
i . ._ \ FINE .,• u" _ '1. `..ii r si., 8 47gT 9�Q ��^^''' �* Trees to be saved; y 1z y" Wi I traits of clearing (outside, drplir�e of frees to be saved ),
� L-- Lr:., MAPLE •
W I W W W W W ' AsF lsLE ` `7 E ' o ' Location and type ofpxptcc6ve fencln;
W / ulf
PARADrsF -.. � _ r � 9 _ G`� `�'7�- -•-- � �� � f� Gracie changes requiring free: wells or walls•
20' BUFFER TO RESIDENTIAL -\ �s ; — =�•r- `""`•— 12t, ° "9 'pis `^ ��Q.� '
TMP 61 -145 }' E Proposed trenching or tunneling beyond the limits of clearing.
`E-X. WALKS T.B�
15 -RC `CHURCH bF QUR SAV /OUR- Ro Fs
ASPHALT y �. TREES / X1 r r
```., ZON /NGti C -1 OMM €RCIAL
PARKING \ /NV. 4 ``° COMP. PLAN: EIGHBORHOOD 2 �` - ` T8R
LOT / \ PLACES�9 USE:P BAN MIXED USE . - "BPLE ` `\ ~ �MBERS /
50' BUILDING SETBACK VERLAY DI>ll/AISeOf1G1f�46T AR€ _
ENTRAN E`GQRRIDOR \ \ WALL Ft!
12 BENCHMARK:.- -
INV. 461.54 � � � � D a. 485, PG. 572 , cF,DAR � �i\ \ � / �- - / / L" SET N
PIN D.B. 1085, PG. 574 PLAN EL EVATION = 4Rv r
1 STORY ` GRAVEL. • ,2• -'' F /
A�yT FRAME • PARKING c ®D... APPROXlMA7
- O 6" s L OGAT ION O i
W/ � ` (OVE.RFLOM ~ 0 HO
SEPTIC-FIELD
FIELD
BASEMENT /
/ �, ~�0 D L� BE REM['Q�i } / GRAVEL
-° EX. DI MEES \� GRAVE - / PARKING _
c� hp RIM 458..3 (OVERFLOW)
,A INV. 453 1z •: "
(OV RF OWJ
TEL.
W REV.
8° '53" 4 . Q
W W J WS58 °51'10 "W 297.18' �OR&LRAGHN \ r/j
ASH ED E OP —`T - W D.B. 354, PG. 25' D XoBLE -
ASPHAL7� PA 7NG RA L B. 347, PG. 434 &435 DIVE L l— I— f DRIVE _ T
Ilk, - 9> / l
DS HP ��'� ( 21• SH \ nLU,L / EX. 30 "DIP RWSA
- 1 / PvPLa C�� WATERLINE
65
TORY BRICK 9'° 9� / 18� F• V" / /
/ - -1
o srcAMaHE � L, �- PrNE
'BASEMENT f 'ENE SA WOODS 1.
PLE + _ s /
/ GRAVEL
s�rE 9 AREA
'ke EXISTING 5/8" ATER SERVICE GRAVEL
TO BLDG TO BE ABANDONED
TMP 61 -146A PARKING
DEBUTTS, WILLIAM J REV TR & ANN P DEBUTTS
ZONING: C -1 COMMERCIAL / +� / / EX. FIRE
COMP. PLAN. NEIGHBORHOOD 2 - 6 / HPRANT
PLACES 29 USE: URBAN MIXED USE / I / I / /�
OVERLAY DISTRICT. AIRPORT IMPACT AREA & °l,? _
ENTRANCE CORRIDOR
D.B. 3494, PG. 338 o� ' I WQOC
C CAL % �l VI IL
0 E$,-TYP. , �/ D.B.
TMP 61 -146
VANDERLINDE HOUSING INC. s72 °4'"'"�
ZONING: C -1 COMMERCIAL °p wrs1.49,
COMP. PLAN. NEIGHBORHOOD 2
PLACES 29 USE: URBAN MIXED USE
OVERLAY DISTRICT. AIRPORT IMPACT AREA &
ENTRANCE CORRIDOR
D.B. 3096, PG. 472
EX. CONDITIONS /DEMO
All trees to be saved shall be marked with print or ribbon at a height clearly visible to cquipment operators.
No grading shall begin until the tree, marking tins been inspected and approved by a County Laapeetor.
3. e_Co str n t•
Rr Tree, preservation and protection measures shall be reviewed with the contractor on site.
4. < E ratnt O nation and Storage.
Ilk Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be perrnitted within the driplincs of trees
to be saved.
5. Soil Erosion and Stornrwater Detention Devices;
Such devices shall not adversely affect trees to be saved.
6. Fires:
Fires are not perrnittedwithin 100 feet of the dlriplinc oftrecs to be saved.
7. Tonic Materials:
Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
$. Prgtfetive FencftrAt
id Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
kr Fencing shall be ill place and shall be inspected and appxoycd by a County Inspector prior to grading or construction.
Wien the ground level must be raised witlirn the driplinc ofa tree to be saved, atrce well shall be provided acid a carxs(tuction dcWt
submitted for approval.
Whcn the ground level must be lowered within the, dripline a tree to be saved, a tree wall shall be provided; and a construction detail
subrlliacd for approval.
M ImuL.> iPi ltnd Tim- ru:
When trenching is required within the lirnits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large free shall be considered as an alternative when it is anticipated that necessary trenching will destroy fecderxoots.
12. Chu 1
Protective fencing shall be the last items removed during the final clearing.
M 12 Magid Ix Sgs:
Damagtd trees shall be treated immcdiatcly by pruning; fertilization or other methods ro mrucadcd by a tree speciatist.
NOTE. IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER NVIIH THE CONTRACTOR ON TREE CONSERVATION
RE QUI EAUNTS.'
OWNtR SIGNATURE
CONTI XcT P C IGNL1TURE (DATE)
5511106 page 1 of 1
TOPOGRAPHY VISUALLY VERIFIED BY WATERSTREET STUDIO ON 03113/14.
EXISTING BUILDING SHELL HAS BEEN REMOVED.
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NOTES:
1 • EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL
CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES
ONTO PUBLIC ROAD AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ON
HALF FOOTCANDLE.
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO
SUPPORT THE OVERALL HEALTH OF THE PLANT.
3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
EX. 18"RO
WATER M/
CON(
BENCHMAR,
PK NAIL SE-j
ELEVATION
EX. COMMERCIAL HUNTINGTON ROAD
ENTRANCE (50'RIGHT-0E-WAy)
31 I 32 [_23�
1 47 48 49 50 51 52
ASPHALT
PARKING
6 5 4 3 2
I
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FROM EX. POLE�
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CONTINUATION THIS S T
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EX. 30'+ COMMERCIAL
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\ 4 0 BEND � < / \ /
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EX, 20'DRIVE AISLE
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VDOT STD. CG-2 —
TRANSITION TO EX.
REPLACE
CONCRET
WALK
A
v /m AICHLINE - SEE CONTI N JIOTHIS SHEO��
APROPOSED 6" SCHEDULE 40
PVC SAN. SEWER LATERA
CLEAN OUTS (GRAVITY)
THE TRUSTfUSOF THE CH CH OF OUR SAVIOUR
ZON/Af(:-,c.- C-1 COMMERCIA -2 RESIDENTIAL
COMP. P N: NEIGH ORHOOD 2
PLACES 29 1: URBA MIXED USE
OVERLAY DISTRICT.- AIRPORT IMPACT AR & ENTRANCE COR DOR
D.B. 2008, 195&j 5
2008, P 195 1 ? � �
D.B.1596, PG. 257;D.B.X.718, PG. 397 PLAT
D.B. 428, PG. 32 & 35,- D. (3 73, PG. 237
D.B. 352, PG. 237 PLAT; YLr . 161 1 PG. 15
D.B. 145, PG. 285; D.B. '39, G. 208
D.B. 129, PG. 272, D.B. 9
- D.B. D.B. 3893, PG. 132, 3, �P G. 54 PLAT
D.B. 4458, PG. 2
LIMITS OF GRADING
& PAVING, TIE TO
EXISTING
ASPHALT
DRIVE
22.50 BEND
3
4) HOUSE
-4 cn TIE TO EXISTING EDGE
OF PAVEMENT
/�-450 BEND
u
PROVIDE UNDERGROUND U-t 5 'T- BEGIN VIJUT
c
478.0 STD-CG-7R
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PROPOSED 2-STORY
BUILDING 5,802 SF 44.67'
6" PVC/HDPE
FFE 478.57 -X
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TRANSITION TO-EXtS
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7.
D.B. !p5' PG�-57-2 E—t,
D.B. 1456, PG. 445-447 PLAT
D.B.-4-M PG. 5 LL
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LANDSCAPE TIM 3 ERS-
WA rERLINE
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---pVERFLOw GROUNUYUVE TYPE" 4- W/ MH LID 4f,
PARKING (SEE LANDSCAPE PLAN)~ RIM 47" INV. IN 469.29 cp
AREA INV. IN 43Z-110 INV. OUT 467.79
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W BENCHMARK:
G NEW LIMITS �F NAIL SET IN PINE STUMP
GRAVEL N 4992.49
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b.B. 3511, PG. 252 (2) -'NO PARKING ELEV. 470.20
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ON POSTS
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TYP
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/ A SAVIOUR
SITE PLAN — CONTINUATION FROM SHEET C-3
(:2
.' , H-- LV�Z
NOTES:
1 • EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL
CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES
ONTO PUBLIC ROAD AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ON
HALF FOOTCANDLE.
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO
SUPPORT THE OVERALL HEALTH OF THE PLANT.
3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
EX. 18"RO
WATER M/
CON(
BENCHMAR,
PK NAIL SE-j
ELEVATION
EX. COMMERCIAL HUNTINGTON ROAD
ENTRANCE (50'RIGHT-0E-WAy)
31 I 32 [_23�
1 47 48 49 50 51 52
ASPHALT
PARKING
6 5 4 3 2
I
34 j 35 36 37
CONC.
WALKS, TYP.
TREIf PF OTE TION
F(�,ENIVG, TYP�.Tl_
:0N ERGROUNq —
.
U liqTY SERVICFS
FROM EX. POLE�
SETBACK; TYP,
MATC14LINE,,SEE EX. FIRE HYDRANT
CONTINUATION THIS S T
� -
EX. 30'+ COMMERCIAL
ENTRANCE
\ 4 0 BEND � < / \ /
CHURCH
I STORY ROCK W/
BASEMENT
N
r.
'--,,ASPHALT
DRIVE
EX, 20'DRIVE AISLE
CHURCH
I STORY STUCCO W1
BASEMENT
VDOT STD. CG-2 —
TRANSITION TO EX.
REPLACE
CONCRET
WALK
A
v /m AICHLINE - SEE CONTI N JIOTHIS SHEO��
APROPOSED 6" SCHEDULE 40
PVC SAN. SEWER LATERA
CLEAN OUTS (GRAVITY)
THE TRUSTfUSOF THE CH CH OF OUR SAVIOUR
ZON/Af(:-,c.- C-1 COMMERCIA -2 RESIDENTIAL
COMP. P N: NEIGH ORHOOD 2
PLACES 29 1: URBA MIXED USE
OVERLAY DISTRICT.- AIRPORT IMPACT AR & ENTRANCE COR DOR
D.B. 2008, 195&j 5
2008, P 195 1 ? � �
D.B.1596, PG. 257;D.B.X.718, PG. 397 PLAT
D.B. 428, PG. 32 & 35,- D. (3 73, PG. 237
D.B. 352, PG. 237 PLAT; YLr . 161 1 PG. 15
D.B. 145, PG. 285; D.B. '39, G. 208
D.B. 129, PG. 272, D.B. 9
- D.B. D.B. 3893, PG. 132, 3, �P G. 54 PLAT
D.B. 4458, PG. 2
LIMITS OF GRADING
& PAVING, TIE TO
EXISTING
ASPHALT
DRIVE
22.50 BEND
3
4) HOUSE
-4 cn TIE TO EXISTING EDGE
OF PAVEMENT
/�-450 BEND
u
PROVIDE UNDERGROUND U-t 5 'T- BEGIN VIJUT
c
478.0 STD-CG-7R
rURF� --
ELECTRIC, PHONE & CABLE .5 tw_
j —477. -A
C-�
478
UTILITIES FROM EX. UTILITY
6" PIPE
V
POLE
11.473.4
......... ....
8.4 4 8 '�Al
478 7' 4?
STU
7
47 CRITI L LOPES TO R
EMAIN
.. I N UR
7 �.2 RBED,TYP.
JUN D
A-,
/CO
"PVC S.S. LAT. -J
-
129.95' 1* 7.5 - 001
-el
DOT STD.
--7R
PROPOSED 2-STORY
BUILDING 5,802 SF 44.67'
6" PVC/HDPE
FFE 478.57 -X
-7,
TRANSITION TO-EXtS
2.00%, MIN. XING
ROOFDRAIN Ca
C
..........
G) WITH GRAVEL SURPACE
..........
-A
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73. EM
-7.
CHURCH OF OUR SAVIO
USE A-1 GRA fiL b. E
k;PISO HO D2
ZONING: -C-4 COMMERC L
G�I�dRETE
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_MP. PLAN.
IVIIA "A
PLACES,29 USE USE �' ~ -4 `�` 505: %' r
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INV 459.9
V? I- L-1- -
--------2-0'RWSA WATERLINE EASEM �T
CORRIDOR 0 LA Y DISTRIC �_RTIMPACTA EA&-ENTRANCE 3
7.
D.B. !p5' PG�-57-2 E—t,
D.B. 1456, PG. 445-447 PLAT
D.B.-4-M PG. 5 LL
Z, EX. 30" DIP RWSA
LANDSCAPE TIM 3 ERS-
WA rERLINE
``� \ O E5 I \ mow_ --- - = rrT - / f F
3 -0 NYGOPLAST BASIN
W/ MH LID
EX. GRAVEL 2:1 S�LOPE W/ 0"0 NYLOPLAST IN RIM 473.29 __/
---pVERFLOw GROUNUYUVE TYPE" 4- W/ MH LID 4f,
PARKING (SEE LANDSCAPE PLAN)~ RIM 47" INV. IN 469.29 cp
AREA INV. IN 43Z-110 INV. OUT 467.79
2" DOK&S\TI,c INV. O1dT 471.50 L&2j
FSD
X}
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W W— G NEW LIMITS OF
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G 1%RKING
AEA j/ / '�/ /` . _
W BENCHMARK:
G NEW LIMITS �F NAIL SET IN PINE STUMP
GRAVEL N 4992.49
20' RIGHT-OF-W4 Y E 5462.61
b.B. 3511, PG. 252 (2) -'NO PARKING ELEV. 470.20
D.B 347, PG. 434 & 435 FIRE LANE" SIGNS
ON POSTS
TCD R8=31)
�— — — ' / ` / -- / j ` '--4VDOT STD. 15" ES-1
W/ EC-1 RIP RAP
0j.\ 19 NEW LIMITS OF INV. OUT 460.00
GRAVEL FSD
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STRU CT I STRUCT. RIM I INVERT PIPE
#
N
TYPE I ELEV. IN OUT DESCRIPTION
A5 30" NYI OPLAST BASIN W1 CAST IRON DOMF GF 47721 474 --465—
1 SITE PLAN
40'
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lwpr- NtT H OF
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Lie. No. 35326 TQ
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GENERAL
PVC surface draina g e inlets shall include the drain basin typ e as in dic ated on the contract drawing and referenced within the contract specifications. The ductile
iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The
surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Dralnage,,Systerns, Inc., or prior approved equal
MATERIALS'
The drain basins re aired for this contract shall be manufactured h q ma act from PVC pipe stock, .utilizing, a thermo- molding process to reform the pipe stock to theapecified'
configuration. The-.drainage p i e connection tub s , all' be manufa ct
ured from: PVC pipe stock and formed to provide a watertight connection with the specified
pipe system. Thisjoint tightness shall conform to ASTM D3212 for joints for drain and sevverplastic pipe usinq flexible elastomenc- seals. The flexible elastomeric,
seals shall conform to.ASTM. F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw, material used to manufacture
the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to AS D1784 cell class 12454.
The grates and frames furnished for all surface drainage inlets shall be ductile iron for sizes.8 ", 10 ", 12 ", 15 ", 18 ",'24" and 30" and shall -be made, specifically for
each basin so as to provide a re nd bottom. flan g e that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable of
supporting H -20 wheel loading for traff ic areas'or H -10 loading for pedestrian areas. 12" and 15" square grates will be hinged to the frame using pins. Metal used
in the manufacture of the castings shall conform to ASTM A536 grade 70 -50 -05 for ductile iron. Grates shall be provided painted black.
INSTALLATION
Th e specified PV surface ce d ai Wage inlet shall be installed using conventional flexible pipe; backfill materials and procedu(es:, 'The backfill material shall be
crushed stone or other granular material meeting the requirements of class 2 material as defined in ASTM D2321. Bedding and backfill for surface drainage inlets
shall be placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final grade. No brick, stone or
concrete block will be re qu ire d to set t he grate to th e final grade height: For H -
20 load rated installations, a concrete ring will be poured under and .around the
grate and frame. The concrete slab must be designed taking into - consideration local soil conditions, traffic loading, and other applicable design fabtors. For other
installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines.
Me
Em
470
' M.
30" GRATE FRAME
/— 30" DOME GRATE
5116.18 X 1 112" LONG HEX BOLT
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RWSA GENERAL NOTES (UPDATED FEBRUARY, 2011)
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 BELOW 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 RESPONSIBLE 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 UTILITIES 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 UTILITIES
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 CONTROL 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 RWSAAPPROVAL OF THE
BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET
OF 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 NOT 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 OBSERVE 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 MAINS 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,
" TYPE "K" -
)OFT COPPER
NOTE:
kin Q%A /CATCH CITTIAIr?Q
"x1 "x1" TEE
DUAL SERVICE
-1" TYPE "K"
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
1/4 BEND COUPLING (IF REQUIRED)
¢ 'q *ACS
MUELLER NO. H -15069 1 ")
LOCKWING
NO. H -15068 �1 1/2 ", 2 ")
BALL
FORD NO. L02-44 (1')
VALV�
NO. L02 -66 1 1/2 ")
NO. L02 -77 2 ")
!
( INLET & _
OR APPROVED EQUAL
OUTLET) it
36"
MIN. 1
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1" COMPRESSION x 3/4" MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL
RESIDENTIAL AND IRRIGATION SERVICES.
1" COMPRESSION x 3/4" MALE PIPE
COUPLING OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN
IRRIGATION METER IS NOT PROVIDED.
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INSPECTION I
REQUIRED O
1 THE CONNECTION.
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NOTES:
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1.OPEN CUTS IN PAVED AREAS
r
4 "MIN
INITIAL BACKFILL
24 "MIN
� � CONTRACTOR
SHALL
CALL ACSA AT
LEAST 2 DAYS
PRIOR
8"
M
8"
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8"
W
8"
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OF -WAY SHALL BE BACKFILLED
SOIL
MI
TOT
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AN INSPECTION.
REMAINING BACKFILL SHALL
ENTIRELY WITH NO, 21A STONE.
_
MI
MI
MI
#68 STONE
or.
I-
NOT CONTAIN ROCK MATERIAL
_
#68 STONE
36 "MIN
LARGER THAN 6" IN ANY
2,FOR DUCTILE IRON PIPE THE
-_ =_
- - -_
u,
) a
DIMENSION
BOTTOM OF THE TRENCH SHALL
i..�� �'
24 "MIN
BE SCRAPED AND COMPACTED,
STABLE SOIL OR ROCK STABLE SOIL OR ROCK
Z�
INTIAL BACKFILL*
AND ALL STONES REMOVED OR
EMBEDMENT
8 "MIN
(6" LIFTS)
A 4" BEDDING OF NO. 68 STONE
PROP. GRAD!
* THOROUGHLY COMPACTED SHALL BE PROVIDED.
NOTE:
SPRING LINE
BY HAND OR APPROVED
MECHANICAL TAMPER
OF PIPE
3.WHERE ROCK IS ENCOUNTERED
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
EX. GRADE
pe
HAUNCHING
PIPE SHALL BE INSTALLED ON A
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
NO. 68 STONE
- ---
MINIMUM 6" BEDDING OF NO. 68
ABOVE THE INITIAL BACKFILL.
BEDDING 6" MAX
STONE.
' - ----
--- -
- - - --
4" MIN
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
FOUNDATION (SHALL BE
IN THE TRENCH.
REQUIRED WHEN SOIL
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
CONDITIONS ARE UNSTABLE
(ALL PIPE)
NEW BLDG
g2
2
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EX.
GRADE
-�
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36" SEPARATION
- -
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X
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INV.
474.50
V
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IN. COVER, TY
- 6" SCHEDULE
40
PVC @
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SANITARY SEWER LATERAL (PRIVATE) - PROFILE
SCALE: H: 1 " =20', V: I " =10'
EXISTING ACSA SAN. SEWER
MANHOLE
CAST IRON LID
REMOVED EXISTING 4 „ SAN.
FINISHED GRADE LATERAL AND REPLACE
11= WITH 6 SAN. LATERAL AT
BROOKS 2200 SERIES BOX WITH EXISTING INVERT
EXTENSION OR APPROVED EQUAL
n IN UNPAVED AREAS 6" PVC SAN. LATERAL-----\
COPPERSETTER (PLACED ON STONE)
McDONALD 20 -209 WWDD 33 OR
APPROVED EQUAL
METER
Nk 4" STONES BRICK AS
CORPO 'RATION STOP (1 ", 1 1/2",2,-) BEDDING NECESSARY
MUELLER NO. H -15000
FORD NO. F -600, OR
APPROVED EQUAL
TYPICAL SERVICE LATERAL INSTALLATION
GOOD FOUNDATION MATERIAL
• 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
ROCK
DDING
TONE
UNDER -CUT CONDITION
EX. ACSA MANHOLE
RIM 460.77
INV. IN 449.72 (4" LATERAL)
INV. IN 449.50 (6" LATERAL)
INV. OUT 449.40 (MAIN)
d
A
EX. SAN.
SEWER MAIN
S.S. LATERAL TIE INTO EX. ACSA
MANHOLE (DROP CONNECTION)
12 +00
COVER LIFT NOTCH
12 3/8"
I
WATER >1
CAST IRON LID
NOTES:
1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC
BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED
EQUAL.
2. PAVED AREAS (ALTERNATE LOCATION): CAST IRON
BINGHAM AND TAYLOR NO. 6015 -B OR APPROVED EQUAL.
USE 6" OF BRICK AND /OR BLOCK TO INCREASE DEPTH TO
24"
3. FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS
REQUIRED IN THE LID.
PIPE SLOT
(2 PLACES)
TYPICAL METER BOXES (5/8" - 1" METERS
d.
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r
4 "MIN
INITIAL BACKFILL
EX. SAN.
SEWER MAIN
S.S. LATERAL TIE INTO EX. ACSA
MANHOLE (DROP CONNECTION)
12 +00
COVER LIFT NOTCH
12 3/8"
I
WATER >1
CAST IRON LID
NOTES:
1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC
BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED
EQUAL.
2. PAVED AREAS (ALTERNATE LOCATION): CAST IRON
BINGHAM AND TAYLOR NO. 6015 -B OR APPROVED EQUAL.
USE 6" OF BRICK AND /OR BLOCK TO INCREASE DEPTH TO
24"
3. FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS
REQUIRED IN THE LID.
PIPE SLOT
(2 PLACES)
TYPICAL METER BOXES (5/8" - 1" METERS
DUCTILE IRON WATER PIPE INSTALLATION & BEDDING
TYPICAL SAN. SEWER PIPE INSTALLATION IN TRENCH
13 +00
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
13 +00
MECHANICAL PLUG
GRADE
a f
12"
CONNECTING PIECE
(LENGTH VARIES)
WYE OR CLEAN OUT TEE
r- SEWER LINE
TYP. SAN. SEWER /STORM CLEAN -OUT
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4 "MIN
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24 "MIN
O
WITHIN EXISTING VDOT RIGHT -
UNSTABLE
8"
M
8"
N
8"
W
8"
O
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fy_
OF -WAY SHALL BE BACKFILLED
SOIL
MI
REMAINING BACKFILL SHALL
ENTIRELY WITH NO, 21A STONE.
_
MI
MI
MI
#68 STONE
NOT CONTAIN ROCK MATERIAL
_
#68 STONE
36 "MIN
LARGER THAN 6" IN ANY
2,FOR DUCTILE IRON PIPE THE
-_ =_
- - -_
DIMENSION
BOTTOM OF THE TRENCH SHALL
i..�� �'
24 "MIN
BE SCRAPED AND COMPACTED,
STABLE SOIL OR ROCK STABLE SOIL OR ROCK
INTIAL BACKFILL*
AND ALL STONES REMOVED OR
EMBEDMENT
8 "MIN
(6" LIFTS)
A 4" BEDDING OF NO. 68 STONE
* THOROUGHLY COMPACTED SHALL BE PROVIDED.
NOTE:
SPRING LINE
BY HAND OR APPROVED
MECHANICAL TAMPER
OF PIPE
3.WHERE ROCK IS ENCOUNTERED
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
pe
HAUNCHING
PIPE SHALL BE INSTALLED ON A
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
NO. 68 STONE
- ---
MINIMUM 6" BEDDING OF NO. 68
ABOVE THE INITIAL BACKFILL.
BEDDING 6" MAX
STONE.
3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4" MIN
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
FOUNDATION (SHALL BE
IN THE TRENCH.
REQUIRED WHEN SOIL
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
CONDITIONS ARE UNSTABLE
(ALL PIPE)
DUCTILE IRON WATER PIPE INSTALLATION & BEDDING
TYPICAL SAN. SEWER PIPE INSTALLATION IN TRENCH
13 +00
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
13 +00
MECHANICAL PLUG
GRADE
a f
12"
CONNECTING PIECE
(LENGTH VARIES)
WYE OR CLEAN OUT TEE
r- SEWER LINE
TYP. SAN. SEWER /STORM CLEAN -OUT
•
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NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN - GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF PAVEMENT.
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN
AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -7 IS REQUIRED.
4"
P
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a. } a., V ,
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a➢
611 21_O„ dl
6" REVERSE CURB & GUTTER
(VDOT STD. CG -6R)
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6" CURB & GUTTER
DOT STD. CG -6
C:VDA'"SION JOINT
VVI \VIIYV 1 /
PLAN
NOTES:
I
21"
6"
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
8"
26"
10"
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
12"
30"
15"
4000 PSI IF PRECAST.
4"
39"
24"
48"
e
56"
36"
64"
rr r.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
48"
5.fr.►i te�rar
54"
88"
N!��r.},
r.N�r.�. ..fir. r•
t f i f. a .i�♦i
OF 300 FEET OR LESS (ALONG FACE OF CURB)
M
N
• S�•r • rsa •v_ •r•�.• a
1 1 I'rI �Irlr�i� •fr • 1:1
o6
W
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SHALL BE PAID FOR AS RADIAL COMBINATION
T-
O
a P
CURB & GUTTER.
-
2' R
co
---
4. FOR USE WITH STABILIZED OPEN - GRADED
p
DRAINAGE LAYER, THE BOTTOM OF THE CURB
> • '
P
a
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
a
TO THE SLOPE OF SUBBASE COURSES
o U
AND TO THE DEPTH OF PAVEMENT.
> a
a ' p
a p p "
a
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN
JL
6��
21_�II
AREAS. IF THESE DESIGN SPEEDS ARE
��II
EXCEEDED STANDARD CG -7 IS REQUIRED.
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6" CURB & GUTTER
DOT STD. CG -6
C:VDA'"SION JOINT
VVI \VIIYV 1 /
PLAN
i- 1 Ye nFFP CnNTRAC:TInN /.qr nRF
SECTION
OTH TROWELED EDGE;
4AL
D BROOM FINISH; TYP.
rDmrDNDICULAR TO DIRECTION
OF TRAVEL
Y2" EXPANSION JOINT W/ Y2" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25 (MIN) O.C.; TYP.
3000 PSI CONCRETE AT 28
DAYS, AIR - ENTRAINED
WWF 6" X 6" WIA X W1.4 W/ 2"
MIN. COVER
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
CONCRETE SIDEWALK- BROOM FINISH WITH
TOOLED EDGES
1.5" VDOT SM 9.5A
ASPHALT WEARING COURSE
6" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
ASPHALT DRIVE/ PARKING PAVING SECTION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN - GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF PAVEMENT..
11
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.a o •a p. p o-'. kw 'a, .P '
' 7"
4" REVERSE MOUNTABLE CURB & GUTTER
(VDOT STD. CG -7R)
1. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
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.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 1Y ".
6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN 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.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7 ".
PERMISSIBLE
CONSTRUCTION
JOINT
# 5 DOWELS, 8" LONG A PERMISSIBLE
AT 12" C -C El CONSTRUCTION
5' MIN. JOINT SECTION B -B
.12:1 MAX
MAX 6 MIN
B T 2' B 12:1 M
L 12•.1 MAX.
A TRUNCATED DOMES
BACK OF
20
5' -0" MIN.
SHAPE TO MATCH FACE
OF ROADWAY CURB-
2' MIN. I SECTION A -A
2�" C -C TRUNCATED DOME
O O O
v o 0 0 0 0 0 o v o 0 0 0
O o 0 0 0 O 0 0 O 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2 % "C -C 0 0 0 0 0 0 00 0000000 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N
O O O O O O O O O O 0 0 0 0 0
0 0 0 0 0 0 0 o v o v o o v o
O O O O O O 0 0 0 v 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
Y �
w
O
U�
�� 12:1 14 5' MIN
N
v
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
A%" DIA.
DIA.
TRUNCATED DOME
DETAIL
CG -12 DETECTABLE WARNING SURFACE
(ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTE:
ALL DETECTABLE
WARNING AERAS
SHALL BE PAINTED
YELLOW UNLESS AN
EXISTING CONDITION
IS ALREADY
PRESENT.
A 4' SQUARE LANDING AREA
OUTSIDE OF TRAVELWAY
C{20SSWALK SHALL BE PROVIDED FOR
PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
CG -12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
DRIP LINE
SNOW FEP
BOARD FE
CORRECT METHODS OF TREE FENCING
Source: Va. DSCW
1211
FENCING AND ARMORING
HANDICAP SIGN -
BLUE BACKGROUND, WHITE LETTERING
(MUTCD R7 -8 (VIRGINIA) MAY BE SUBSITUTED AS
EQUIVILENT)
12" X 12" PENALITY FINE PLACECARD MAY BE ADDED
BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL
AUTHORITIES)
SIGN MUTCD R7 -8B
SHALL BE INSTALLED AT SPACES WHICH ARE VAN
ACCESSIBLE ONLY AS SHOWN ON PLANS
METAL SIGN POST -
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR
TO WALK PASSES BY OR UNDER THE SIGN
FINISHED GRADE
CONCRETE FOOTING (CLASS B)
2000 PSI MIN.
CK�7►�TJ_T li l!�YlJ3t It
Plate 3.38 -2
VCE
t�
V
PENALTY
$100 - $500 FINE
TOW -AWAY ZONE
MUTCD
R7 -8 (VA)
NOTES:
1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U- CHANNEL. POST SHALL HAVE
3/8" DIA, PRE - DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST
COLOR SHALL BE BLACK.
2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED,
3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND
BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080 ") IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES
RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS.
7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART.
HANDICAP ACCESSIBLE PARKING SIGN
DBH= DIAMET
TRUNK AT BR
EX.- 20" DBH
RADIUS TREE
ZONE
PROTECTIVE
MAXIMUM LIM
CLEARING AN
PROPOSED G
* *USE PLASTIC FENCING FOR TREE PROTECTION
PLASTIC FENCING SHALL BE 40 INCH HIGH "INTERNATIONAL ORANGE" PLASTIC
(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 FENCE SHOULD HAVE THE
FOLLOWING MINIMUM PHYSICAL QUALITIES:
• 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)
• ELONGATION AT BREAK ( %): GREATER THAN 1000% (ASTM D638)
0 CHEMICAL RESISTANCE: INERT TO MOST CHEMICAL AND ACIDS
kkmpoo
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
RECOMMENDED MINIMUM TRENCH WIDTHS
TRENCH WIDTH
I
21"
6"
23"
8"
26"
10"
28"
12"
30"
15"
34"
may':
i- 1 Ye nFFP CnNTRAC:TInN /.qr nRF
SECTION
OTH TROWELED EDGE;
4AL
D BROOM FINISH; TYP.
rDmrDNDICULAR TO DIRECTION
OF TRAVEL
Y2" EXPANSION JOINT W/ Y2" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25 (MIN) O.C.; TYP.
3000 PSI CONCRETE AT 28
DAYS, AIR - ENTRAINED
WWF 6" X 6" WIA X W1.4 W/ 2"
MIN. COVER
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
CONCRETE SIDEWALK- BROOM FINISH WITH
TOOLED EDGES
1.5" VDOT SM 9.5A
ASPHALT WEARING COURSE
6" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
ASPHALT DRIVE/ PARKING PAVING SECTION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN - GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF PAVEMENT..
11
7"
2 R-.
�. 111R
D a '
p a.
a s
.a o •a p. p o-'. kw 'a, .P '
' 7"
4" REVERSE MOUNTABLE CURB & GUTTER
(VDOT STD. CG -7R)
1. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
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.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 1Y ".
6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN 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.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7 ".
PERMISSIBLE
CONSTRUCTION
JOINT
# 5 DOWELS, 8" LONG A PERMISSIBLE
AT 12" C -C El CONSTRUCTION
5' MIN. JOINT SECTION B -B
.12:1 MAX
MAX 6 MIN
B T 2' B 12:1 M
L 12•.1 MAX.
A TRUNCATED DOMES
BACK OF
20
5' -0" MIN.
SHAPE TO MATCH FACE
OF ROADWAY CURB-
2' MIN. I SECTION A -A
2�" C -C TRUNCATED DOME
O O O
v o 0 0 0 0 0 o v o 0 0 0
O o 0 0 0 O 0 0 O 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2 % "C -C 0 0 0 0 0 0 00 0000000 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N
O O O O O O O O O O 0 0 0 0 0
0 0 0 0 0 0 0 o v o v o o v o
O O O O O O 0 0 0 v 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
Y �
w
O
U�
�� 12:1 14 5' MIN
N
v
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
A%" DIA.
DIA.
TRUNCATED DOME
DETAIL
CG -12 DETECTABLE WARNING SURFACE
(ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTE:
ALL DETECTABLE
WARNING AERAS
SHALL BE PAINTED
YELLOW UNLESS AN
EXISTING CONDITION
IS ALREADY
PRESENT.
A 4' SQUARE LANDING AREA
OUTSIDE OF TRAVELWAY
C{20SSWALK SHALL BE PROVIDED FOR
PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
CG -12 DETECTABLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
DRIP LINE
SNOW FEP
BOARD FE
CORRECT METHODS OF TREE FENCING
Source: Va. DSCW
1211
FENCING AND ARMORING
HANDICAP SIGN -
BLUE BACKGROUND, WHITE LETTERING
(MUTCD R7 -8 (VIRGINIA) MAY BE SUBSITUTED AS
EQUIVILENT)
12" X 12" PENALITY FINE PLACECARD MAY BE ADDED
BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL
AUTHORITIES)
SIGN MUTCD R7 -8B
SHALL BE INSTALLED AT SPACES WHICH ARE VAN
ACCESSIBLE ONLY AS SHOWN ON PLANS
METAL SIGN POST -
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR
TO WALK PASSES BY OR UNDER THE SIGN
FINISHED GRADE
CONCRETE FOOTING (CLASS B)
2000 PSI MIN.
CK�7►�TJ_T li l!�YlJ3t It
Plate 3.38 -2
VCE
t�
V
PENALTY
$100 - $500 FINE
TOW -AWAY ZONE
MUTCD
R7 -8 (VA)
NOTES:
1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U- CHANNEL. POST SHALL HAVE
3/8" DIA, PRE - DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST
COLOR SHALL BE BLACK.
2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED,
3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND
BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080 ") IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES
RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS.
7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART.
HANDICAP ACCESSIBLE PARKING SIGN
DBH= DIAMET
TRUNK AT BR
EX.- 20" DBH
RADIUS TREE
ZONE
PROTECTIVE
MAXIMUM LIM
CLEARING AN
PROPOSED G
* *USE PLASTIC FENCING FOR TREE PROTECTION
PLASTIC FENCING SHALL BE 40 INCH HIGH "INTERNATIONAL ORANGE" PLASTIC
(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 FENCE SHOULD HAVE THE
FOLLOWING MINIMUM PHYSICAL QUALITIES:
• 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)
• ELONGATION AT BREAK ( %): GREATER THAN 1000% (ASTM D638)
0 CHEMICAL RESISTANCE: INERT TO MOST CHEMICAL AND ACIDS
kkmpoo
CONSTRUCTION OPERATIONS RELATIVE
TO THE LOCATION OF PROTECTED TREES
RECOMMENDED MINIMUM TRENCH WIDTHS
NOTES:
PIPE DIAM.MIN.
TRENCH WIDTH
I
21"
6"
23"
8"
26"
10"
28"
12"
30"
15"
34"
18"
39"
24"
48"
e
56"
36"
64"
rr r.
72"
48"
5.fr.►i te�rar
54"
88"
N!��r.},
r.N�r.�. ..fir. r•
t f i f. a .i�♦i
96"
M
N
• S�•r • rsa •v_ •r•�.• a
1 1 I'rI �Irlr�i� •fr • 1:1
o6
W
O
O
T-
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ry
NOTES:
PIPE DIAM.MIN.
TRENCH WIDTH
4"
21"
6"
23"
8"
26"
10"
28"
12"
30"
15"
34"
18"
39"
24"
48"
30
56"
36"
64"
42"
72"
48"
80"
54"
88"
60"
96"
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD
PRACTICE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS ", LATEST ADDITION
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL
MATERIAL, WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL
EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL
AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN
ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL
PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE
NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4 " -24"
(100mm- 600mm); 6" (150mm) FOR 30 " -60" (750mm- 900mm).
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE
EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED
AS REQUIRED IN ASTM D2321, LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON- TRAFFIC APPLICATIONS (GRASS OR
LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL
COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM
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
RIGID PAVEMENT.
HDPE /PVC PIPE BEDDING
DETAIL (N.T.S.)
O
ra
O,
ry
r_w
CY'
.w.
tg
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'J
��,tiTH OF
o� r'rj�c
r
Alan G. Franklin
Lie. No. 35326 W
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TREE CANOPY (REQUIRED BY ZONING):
A. REQUIRED: Acres EX: COMMERCIAL HUNTINGTON ROAD Site Acreage: (Within Project Limits) 6.160 ENTRANCE , ~ 1 y) EX. COMMERCIAL
Farmland Credit: 0.000 ENTRANCE � 6" SAN, SEWER LA
Recreational Credit. 0.000
Open Space \ /
O Credit: 0.000 \ � �
p / ` ` / / / \\ / \ PROJECT LIMITS T'
Public Land Credit. 0.000
(1.30 ACRE -,S'}
School Recreaticnal Areas Credit: 0.000
Open Space Amenity Credit: 0.000 Ile , - ,,ASPHALT
Preservation Credit: 0.000 _
-RIVE _
Agent Approved Credit: 0.000
Basis for Canopy: 6.160 Acres III I I 24 25 26 27 1 ~` -�-� I - - -
) II
~ \ / N
Equation: 8 29 30 31 32 33 1
Site Acreage - Credits (Open Space plus Preserved Area) Basis for Canopy L ( 1 34 1 1 11 \ \\
1
\A
I // I II I I N , 36 37 T 1 -144 _ // / ,~` ~® VIA —� II / \ \ N \- 30" DIP RWSA
Al. Basis for Canopy 6.160 I �- _,.- ..--•� \
Min. Tree Canopy Requirement: 10% (Commercial) I Il I 1 N THE RUS ES OP Tt )E CHURCH OF Oar SX�+iTOb,'- — \ \ \ \ N
(see Section 32.7.9.9.b) 1 11 I I� N ZONING: C -9 C MkERCIAUR -2 RESIDENTIAL -� \ 55 \ \ \ \ r' \
Total: 0.616 Acres = 26,833 square feet I I COMP. > AN: NEIGHBORHOOD 2 20 °RASA WATERLINE EASEMENT
q II I PLACES A UqE: URBAN MIXED USE \ \
III N \ \ \ \ N \ D.B. 9455, PG. 445 -447 PLAT \ `
Required Canopy: 26,833 s uare feet I I OVERLAY iSTRICT• AIRP(JRT fMPACT AREA & ENTRAN E% R R \ \ \
q y ( q Ill I D.BII 20 8, PG. 995 & 995 \ \ \ \ ASPHALT DRIVE
Existing Canopy (to remain): 49,583 square feet III o / II \ \ ` \ N
II I t_ _ -_ 9590, P�. 2 7; D.B. 978, PG. 397 P \ \ \ \ \
Add. Proposed Canopy: 2,689 square feet I N
Total Site Canopy; 52,272 square feet (exceeds min. Requirement 1 i 38 g 40 _ D. .4Z8, 11y. 3 & 35; D.B. 373, PG. 23 CHURCH \ \ \ TREE PROTECTION FENCING TO
II 1 �I a, I i1 41 42 43 44 45 46 47 D.B. 52, P�. 2 7 PLAT; D.B. 969, P 9 STORY STUCCO W/ \ to \ DELINEATE CANOPY \
ADDITIONAL REQUIREMENTS: III 48 49 50 51 D. . 945 PG. 285; D.B. 939, P 8 �- - _ - BASEMENT \ \ \ \ PRESERVATION AREA
1 I 52 a a4-lI— 11 \ \ \ \
III I � D. .129, PG. 2�2; D.B. 929 .299; _
� I
5% of Paved Parking 8t Vehicular Circulation Area: Ill I I o0o I l- D.B. 3 93, 1b. 932; aB. 99 G. 547 PLAT \l \ \\ \ N \ \
�-- l/ , 242 \_ \ \
Paved Areas: 11,311 sf (Within Project Limits) I Il I I D.B. 445 LIMITS OF GRADING &
Required: 566 sf ASPHALT // \ \ J \ `z \ \ \ PAVING, TIE TO EXISTING
N
111 \ \
Proposed: 1,768 sf (Between Parking Lot and Covered Sidewalk) III 1 PARKING �y / % / �i/� \\ �\ / / �9 \ FLUSH \
HC- RAMP``~ \ TIE TO EXISTING EDGE
Parkin Lot Trees: (La a Deciduous II I _ \ / � , REPLACE s
Parking ( g ) Ill / \ ,/ ���
Total Spaces = 11 (Within Project Limits) 1 // i / �/ �\ // CONCRETE
I II I I ` / �/ / CHURCH WALK
Required = 2 III I (' 1 1 I) r - _ / 9 STORY ROCK W/ /�
Provided = 2 f\'l� � 16
15 11 1 1 11 14 13 12 11 - - / / \ BASEMENT /\
II 1 I Il 11 10 9 8 7 6 5 4 11 r _ /�\ \\
/ / r / �\ \ COVERED CONCRETE I// ''o. 05 \~
- -- _ _
- \ - - - 11 1 �- / � � \ \ ADA- ACCESSIBLE RAMPS • a. �'\< �< \ � .e
County of Albemarle Causervatlon Plan tciltst -To be placed on Landscaiz a Plans 1� _ - - - - - - - - - - - - - - - - � \\ WITH 5' LANDINGS, TYP. � ✓
t taudbook, pp IIl -284- 111 -297 for complete specillcations) I( (1 ,_• �f- 1 - _ -
_ \ \ EX. DI
The fallowm )tents shall he sLowzr on the larrr RIM 487, 59
1. \\ \ TREE PROTECTION ---
Trees to be saved, L I I I \ FENCING, TYP.
IK Limits ofelearrng (outside dtipline of trecs to be saved), I \ \ COVERED WALK
K Location and type ofprotectivc Fencing; / I I I PROJECT LIMITS, TYP. \ v
It Gracie changes requiring tree wells or walls; (1.30 ACRES)
Proposed trenching or`tururclirig beyond the limits of clearing,.
K88�
All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
Na ailing shall begin until the tree marking has been inspected aril approved b a County Inspector, I I I I TREE PROTE TION F�NCI TO ��\ \ / l \ \ ��'�
g g pp' y
CONC. I 1 DELINEATE NOPY PRE ERVATION \ 9 \� \ �) / \ \��U \! \ \1
3+ a 'o oni er cr1 ( I I WALKS, TYP. I 1 AREA F-
Trceprescrvadoa and protceti,on measures shall be reviewed with the contractor on site..
4. Equipment Operation and Stora' e:
CONC. � \ � � A�,�� uLC�I
Ileavy ogtupmcnt, vehicular tiraffic and storage of construction materials including soil shall not be permitted within the driplirzcs of trees, ' I I I I Z ALK � e � 'C � eLA ROUND
to be saved. I I I `
/ 1 1 1 I SPLIT Z�6111t]kT$ \ --- '\ MULCH PLA IWG�
5. 'Soil Erosion and Stormwater Detention Devices: \/ BED, TYP.
APE IN V. < 84.7
Such devices shall not adversely affect trees to be saved. / \ \ < \
1 I CONCRETE, STONE, OR
1 �, Men ! I I I I BLOCK TERRACE WALLS, -� \ \ \� LIGHT BOLLARI5-
?`I'rros are not !per7rritta�lwitlzua xt feet of the dpline of trees to be saved. \ \ I I I TYP.
r else \ \
7. Toxic Mate i \ I I R2 ZONING
Toxic materials shall not be stored witbia 100 Feet of lire dripline of bees to be saved. \ \ I I I I m..rv. ( ° - CAONJNG -.,,
I I I \ TURF
�3, • \ \ / 1 I I I nH0
o
Frees to be retained within X10 fect of a proposed building or grading activity shall be protected by fcgain$. L -
keirein shall be in lace and shall be inspected aril roved b a Count Inspector prior to railing or construction. \ - - T - - - - - -
Fencing p p approved 3r >' p p g '
.. ,--- - - - --J L. - - - -- I- - - -- C I '-. TURF l
--s}—
p
When the ground level must be raised within tho dripline o f a tree to be saved, a tree yell shall be providcd mid a construction detail -
submitted for approval..
\TURF
la, Ilet"Lvalls., I 1
HOUSE
When the ground level must be lowered within the driplinc a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
CEMETARY I 1 rn
- I I - -
11. ren - _
1, When trenching is requirod within the limits of clearing, it shalt bo done as far away from the trunks of trees as possible. Tturncling I I ~ "-
urider a large tree shall be considered as an alternative whin it is anticipated that necessary trenching will destroy feeder roots.
6" PIPE
190
12. I I • INV. 473.4 — _
-- __Jw I I TREE PROTECTION FENCING TO X78-- -- — — — —
Protective fetrcirrg shill bo the last items romovod during the Final cleanup. ``�,�447\5 -
I I DELINEATE CANOPY PRESERVATION I I - '' ,' G v.
13. Ugmaged '' e.rse I I AREA I S
KDamaged trees shall be treated imwadi,ately by pruoirrg, fertilixatiorr oz otlxer methods recosnrxrcndcd, by a tree specialist. _ I I I EM GM ` y
NOTE: IT IS THE DEVELOPER'S BE SPONSI.t UXrY TO CONFER NVITU THE CON7.'1tACf()R ON TREE CONSERVA.'TION
REQtTlREN1ENTS. -� \ o
r �) t(rt�J) )�� �?r }'~ PROPOSED 2-STORY
(t / r• . t
OWNER: SIGNATURE
ANNEX BUILDING 5,802 SF
/ / °- _. �j,- t�*✓ °-- ~- `'` - \ FFE = 478.57
C 'u r1Jt �^ e' J I
r \ G)
CONTRACT P C IGNATURE (I)ATES)
•„� 51iloE, Pala 1 of k I ,`� . \ � �� � '�" ��'� '`47 m I
SPHALT I _ �� % � ~- / 0 \ (2) -MV
RKING
- �` ESC GRAVEL -01lERPLO W TURF
4 r I I511RC'P PARKING ~� \� r,. ,5 ; �'4 °, r «`:'1; . +f .,.0 NCRETE
_?
�'AT I O .;.
INV �5� _ -
I - - ```. ``` 1 -`` �s o� ,� ` . , 'y � , y ; ", , a .,' r�* ' ' ' "'. r ' ,. • P ,� I �...
C \
� 9
ut \ OF PAVEMENT
// ---_ . ,. f �. ,. s q �y r +"� t r,:r ,• � r .,tr r R,,t tea � .—,• //
- I I I GC) • f ' \ \ - �- -\ - \ � I --� I _ _ _ / / L ,i �/ _ `a `_'•` — — —``� .�' - '\`�\\ \ \ _`_ '` -` _ _ __ __ "^w — "`, e a,' __ � ` `,. `,` L —- - 1 \1`\ -� ...� \ jI ` — 'r;_a � � r r rZ i � t ,+ .,rr , r s rf r, r .f z r. r;r.r . .,e r , �i �t rt r r l# F r ..r
krr ♦!<i . ft: r : v r f t r rfr * .. � f.f' � ; r aY^ + K r ^ " ! . Yt «..R
t�r
PROJ r IM
ITS TYP.
RES
�(1.
LAN \ SCAPE TIM ERS - V � CONC. WALK
, 1 +•
T O REMAI
INV. 461.54 \ ` -. \� ti {,F ti ,Y ;r {, , rr ,,: /TURF // / \ _�_____ --- 0 R S"A WATERLINE
CG-6
SLOPE Wes%— / `",*',.,.�.r y69 _ - /_ L --- \ / / r
11 1 1 I T rIP 61 -945 „ �'` I �' , GFZ UNDCOVER; , gs�6 i PLANTING BED / s / / D.B. 1456NT
C U CH OF OUR S VIOUR \\ l EX, GRAVEL FETR - 2 F TURF A / PG. 445 -447 PLAT
ONING: C -9 COMMERCIAL ,U �+ `- OVERFLC�t(i/ ,300 S (MITS e9�/ / �S
�, - - ~ PARKING (DO NOT MOW)
( EOP -- III ' I - - g�tiT 9 STORY I CO PLAN: NEIGHBORHOOD 2 ` ` W / / ___ E 30 "DIP RW&A/
II ( - ?�� f =BANE I �\ PLAC S 9. -USE: URBAN MIXED USE � / �, � � \ / � G� As l � � � � , - /
\ / OVER Y TRI�T: Al PORT Iit�PA AREA & ENTRANCE CORK DOR U W G_--'' / —\ WATERL L /
W/ BASEMENT I D.B. 1085, G 572 W / W_ G ti.
o D. 9085, PG. 574 PLAT - / / NEW LIMIT OF
Z \ \\ .t // I I ' l \ �N G ` `` `\ A ' / GRAVEL /
/; PROJECT LIMITS, TYP. /
G,-�- (1.30 ACRE &I \ \ TURF ITREES / - /
J Z S ` I { J '� / f / W _____ w w - - - - -' G
_� —.,I,l vv W - W- ---f W --�-W( -_- G/ - G ---- I -G U/G &U - ° �� - - - /- - NEW LIMITS OFD
I w - .�. -.- —�G-- �G y ��_�, �Hl - -.� -" ` ' / - i GRAVEL / /� PROP. 10 EASEMENT
` p 5?� /= �-� -,- - - - �' - - - - - - - - - 2P1 RIGHT -OF- Y \ /✓ /�s DEDICATION, TYP.
~ � \\ - �- -- -.-_.._.`•� --- G � 1 � \ \ ' a �...1 � D.B. 347 PG. & 435
g� �-, RIO O \
d. °° % O \ ` \ ' DOMESTIC ATER AND I I \ L /� _ - / \
a \ Oh ` \ I GAS SERVICE, TYP. — 1 -� \ /
�U � \ 1 � — — �— — — — — � ' � ` / � __--- ... ---•- PROJJECT LIMITS, TYP. / 66
'r- —1— ` ) -- -I-• _ �- \ � !- --• - -- ' �. ',-- _y _.Y-- / / (1.30 ACRES)
all
0 49
`� T I \ / NEW LIMITS OF
, / y \ gs�� EX. GRAVEL I '�1, \ �,� GRAVEL
P�RK1NG I I ,/ `�/ WOODS
� /° TMP 69 -946A I �� �` - _J r- - --- —465—
DEBUTTS,kILLIAM J REV TR & ANN P DEBUTTS `
ZONING: C -9 COMMERCIAL '�k&
BENCHMARK: (rI / III COMP. PLAN: NEIGHBORHOOD 2 ° l gas'' / - 6" x 6" WOOD P
PKNAIL SET I � � I 9 STORY BRICK W/ PLACES 29 USE: URBAN MIXED USE � / 1 g�s� � �- O POSTS AND CABLE W/ LQEK/
ELEVATION = 473.82 ��� ` / I BASEMENT OVERLAYDISTRIGT. AIRPORT IMPACT AREA &ENTRANCE CORRIDOR ��->; \ I gas / (PROVIDE FIRE DEPARTMENT W/-KEY) / ,NOTES.
l D.B. 3494, PG• 338 / I 9 / / '' /� / ' r 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS
SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
38� 1 I PLANT SCHEDULE AND CANOPY ALES
VU _ I \
/ / Z / AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE
CANOPY CALL. I X �� �X: FIRE HYDRANT/" n / / SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROAD AND PROPERTY IN RESIDENTIAL OR
ENTIFIC NAME EX. ASPHALT LABEL COMMON QTY' _ COMMENTS I GRAVEL '� ,` . I / �' TO REMAII`t / �� RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLE.
PARKING - - -- _._ _. " -... - ..... _........- ._...- _.... -- - - - - - -`"
.. ............................... .. :..:.r » »..::,.. ter. . -. -.
_... -_....._....__. .._._.........._.- ....._..._... -... - ...- ........_._ -- - -
g //
..................
..................
__....._. - :.................................................................................... ............................... G 2. ALL SITE PLANTINGS F TREE AND B
__...._._ .. .. __ ..._..._......__ .............._ -_ ... ... -_ -_._ .. -... -- - -. S GS O S SHRUBS SHALL BE ALLOWED REACH,
...._.._ ... .. . ... .. O TO AND BE MAINTAINED AT
I AA Amelanchier c. 'Autumn Brilliance` Canada Serviceberry 4 6'- 7' ht B &B' Multi -trunk (3 -5 trunks); dense, uniform branching 130f,'",
30 52a / ��' i //' EX. 'DIP RASA / - �-'- - / MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED
1 CK Corms kousa Kousa Dogwood 4 6' - 7' ht B &B Specimen 128 512 / ,, %' f-f W ERLINE MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
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Lie. No. 35326 w
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3x ROOTBALL WIDTH, MIN. A.,
16" MIN.- TREES ROOTBALL B
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8" MIN.- SHRUBS WIDTH'
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GENERAL PLANTING PIT NOTES:
A) ADD MULCH ON TOP OF THE ROOTBALL AND PLANTING PIT, BEGINNING AT NO MORE THAN 1" DEPTH NEARTRUNK AND OPTION A: VERTICAL STAKING
TAPERING TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE. KEEP MULCH w
CLEAR OF ROOT COLLAR.
B) ROOT COLLAR SHALL BE EXPOSED AND FREE OF SOIL. SET TOP OF ROOTBALL SLIGHTLY ABOVE THE ~ a
SURROUNDING GRADE. O
F-
C) CREATE A SLIGHT MOUND TO DIRECT WATER TO THE ROOTBALL. BACKFILL PIT TO LEVEL OF FINISH GRADE.
REFER TO TREE STAKING DETAIL EXCESS BACK FILL SHALL BE REMOVED OR, WHERE APPROVED BY THE LANDSCAPE ARCHITECT, SPREAD TO / w
SURROUNDING AREA. _
D) AFTER FINAL PLACEMENT, CUT AWAY WIRE BASKET TO A MIN. OF 2 THE DEPTH OF THE ROOTBALL. CUT ANY REMAINING �— iN
WIRE GRIDS AS INIDICATED. CUT AWAY AND REMOVE BURLAP, STRING, OR OTHER PACKAGING MATERIALS TO A MIN. OF OPTION B: GUY STAKING
)
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'THE DEPTH OF THE ROOTBALL. SCARIFY CONTAINER GROWN PLANTS TO LOOSEN ROOTS.
.€ f ` a E TAPER SIDES OF PIT. SCARIFY THOROUGHLY TO LOOSEN SOIL
- ) BUILD UP AND FIRM EXCAVATED i
f
REFER TO TREE OR SHRUB F BACKFILL WITH ORIGINAL SOIL FROM THE PIT EXCAVATION CULTIVATED TO CLUMPS NOT EXCEEDING 3" DIA. I
) SOIL TO FORM ROOTBALL PIT
PLANTING PIT AND PLANTING COMPACT BACKFILL LIGHTLY IN 6" LIFTS TO REMOVE VOIDS LARGER THAN 1" INCORPORATE 1" EVENLY DISTRIBUTED DOWNHILL OF TREE
APPROVED COMPOST INTO THE TOP 6" OF BACKFILL DURING THE FINAL LIFT.jf
BED DETAILS r >;`. <" •x l�,�j
G) TAMP SOIL FIRMLY AT THE BASE OF THE ROOTBALL TO STABILIZE.
TRENCH EDGE AROUND, / ,. rc�;. , /%i 1�/� /yf
H) SET ROOTBALL ON UNDISTURBED SOIL. WHERE HARDPAN IS PRESENT, NOTIFY THE LANDSCAPE ARCHITECT PRIOR I I�I' 2'�S, ENTIRE AREA TO BE yT` '��� //
co
TO PLANTING AND SCARIFY THE BOTTOM OF THE PLANTING PIT SUFFICIENT TO BREAK THROUGH AND LOOSEN ALL f ��` Fp <Op GENERAL STAKING NOTES:
GENERAL TREE OR SHRUB PLANTING NOTES: /jyJ/ GFOFF,cRO MULCHED 1) TREES SHALL BE STAKED ONLY WHEN INDICATED BY SITE CONDITIONS AND /OR PLANT CHARACTERISTICS. THE
HARDPAN MATERIAL AS DIRECTED. IN ANY INSTANCE WHERE TREES ARE TO BE PLANTED ON DISTURBED SOILS,
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'
1) SET PLANT PLUMB. �j���.,� � M THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF CONDITIONS THAT NECESSITATE STAKING OR
BACKFILL WITH CULTIVATED ORIGINAL SOIL OR APPROVED MATERIAL AS DIRECTED AND COMPACT TO A LEVEL /T��� r
N
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2) ALL PRUNING SHALL BE RESTRICTED TO THE REMOVAL OF DEAD OR BROKEN BRANCHES AND SHALL BE PERFORMED SUFFICIENT TO SUPPORT THE WEIGHT OF THE ROOTBALL WHEN THE BACKFILL SOIL IS AT FIELD CAPACITY. /X��/�/�� /jam THAT COMPROMISE PLANT STABILITY, SURVIVABILITY, AND /OR CONTRACTOR'S WARRANTY. UPON APPROVAL OF
/// T���/ �'
(�
ONLY UNDER THE SUPERVISION OF THE. LANDSCAPE ARCHITECT OR PROJECT ARBORIST.� /`
!/ /�� � '� THE LANDSCAPE ARCHITECT, NECESSARY STAKING SHALL BE INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL
3 ALL PLANTS SHALL CONFORM TO MINIMUM STANDARDS SET FORTH IN THE MOST CURRENT ADDITION OF THE AMERICAN SUPPLEMENTAL TREE OR SHRUB PLANTING NOTES: COST TO THE CLIENT.
•
[�
STANDARD FOR NURSERY STOCK. ADDITIONALLY, PLANTS SHALL BE IN GOOD, VIGOROUS GROWING CONDITION, FREE 1) PRIOR TO PLANTING, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF FIELD CONDITIONS AND /OR SOIL yj�7/ �j/ s: s . A� =5 �•
OF UNECCESSARY INJURY. ROOT COLLARS SHALL BE VISIBLE ABOVE THE SOIL LINE OF THE ROOTBALL. TREES SHALL CHARACTERISTICS ARE NOT COMPATIBLE WITH THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS /T� /� j iii TREE STAKING OPTIONS:
NOT EXHIBIT CODOMINANT LEADERS, WITH THE EXCEPTION OF MULTI -STEM SPECIMENS AND CERTAIN DECURRENT REGARDING PLA NT S URV I V ABI LITY OR W ARRA NTY. UPON APPROVAL OF THE LANDSCAPE ARCHITECT, STAKING SHALL BE INSTALLED AS FOLLOWS:
�
SPECIES -- SUBJECT TO APPROVAL OF THE LANDSCAPE ARCHITECT, CONTAINER GROWN PLANTS SHALL NOT BE ROOT- 2) THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING SHIPPING OPTION A: VERTICAL STAKING -- VERTICAL OAK STAKES TO BE DRIVEN IN OUTSIDE THE LIMITS OF THE TREE PIT. (2) STAKES
BOUND. SUB STANDARD PLANTS SHALL BE REJECTED. �/l j� �_ /� AND GUYS PER TREE. SET STAKES AT 1800 AROUND TREE PIT. GUY WITH ' OR
- OR THE PLANTING PROCESS. E f/ /jy //` ARBORTIE' EQUIVALENT WOVEN
/ r r ��i / f /r�•. I�� I it 1 I STRAPPING DESIGN FOR TREE STAKING. ATTACH GUY MATERIAL IN A SLACK LOOP AT THE TRUNK AND PULL
ZT�j�
4) WRAP TREES ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT. 3 WATER THOROUGHLY IMMEDIATE AFTER PLANTING SUFFICIENT TO PLANTING PIT BACKFILL. ���� �`' � '�`� � /�'`, � `�� I
%,
SETTLE r�j�T . / /� // / /l / /.�j/ . , �I�
5) FOR SMOOTH BARK SPECIES, MARK THE NORTH SIDE IN THE NURSERY AND ALIGN THAT SIDE TO NORTH IN THE FIELD. 4 PLANTING SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR ` /%jam // // // /; " I y ( /,,, j /` 11`i7lyr� j/ /j� //� j /il �// SLIGHTLY TAUT TO THE STAKE TO SECURE.
7 �%ly�:t.: li �. //� /r� /��i
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6) ROOTBALLS WRAPPED IN SYNTHETIC BURLAP OR OTHER NON - BIODEGRADABLE MATERIAL SHALL BE REJECTED. SHALL NOTIFY THE LANDSCAPE ARCHITECT NOT LESS THAN 24 HOURS PRIOR TO INSTALLATION. PLANT INSTALLATIONS ;r�� // j /` / ,,y!t ,.
! /�� /�la�jj /T f�fi`y /f� T�IL�j�T / /��` OPTION B: GUY STAKING -- (3) 18 OAK STAKES AND GUYS PER TREE. SET STAKES AT AN ANGLE IN UNDISTURBED SOIL AT
%�!/ // jl�
. �I' ✓
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7) WHERE B &B PLANTS ARE SPECIFIED, CONTAINER GROWN PLANTS SHALL NOT BE SUBSTITUTED WITHOUT APPROVAL OF THAT DEVIATE FROM THESE CRITERIA SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE, UNLESS ' 120° AROUND THE TREE PIT. ATTACH ARBORTIE OR EQUIVALENT GUY MATERIAL IN A SLACK LOOP AT THE TRUNK
THE LANDSCAPE ARCHITECT. PRIOR APPROVAL IS GRANTED BY THE LANDSCAPE ARCHITECT. AND PULL SLIGHTLY TAUT TO THE STAKE TO SECURE.
TREE OR SHRUB PLANTING, TYP. INDIVIDUAL TREE OR SHRUB PLANTING PIT PLANTING ON SLOPE TREE STAKING
SECTION N.T.S. SECTION SECTION SECTION
N.T.S. N.T.S. N.T.S.
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SET TOP OF ROOTBALL NOTES: MINIMUM STANDARD FOR SOIL PREPARATION
SLIGHTLY ABOVE FINISH TOPSOIL:
Q GRADE OF SOIL
0 1) TOPSOIL SHALL BE NATURALLY OCCURING, FERTILE, GRANULAR, FRIABLE LOAM, FREE OF STONES OR OTHER DEBRIS
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o THOROUGHLY SCARIFY LARGER THAN 2" IN DIAMETER AND NOXIOUS WEEDS OR WEED SEEDS. PREFERENCE SHALL BE GIVEN TO SOILS NATIVE
a CONTAINER GROWN TO THE SITE. LOAM SOILS SHALL HAVE A CLAY CONTENT BETWEEN 15 AND 27% AND SHALL HAVE A TEXTURE OF LOAM,
a Q Q Q ROOTBALLS TO LOOSEN SANDY LOAM, OR SILT LOAM, ACCORDING TO THE USDA SOIL CLASSIFICATION SYSTEM. SOIL pH SHALL RANGE BETWEEN
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a 6 AND 7. TOPOSOIL SHALL CONTAIN NOT LESS THAN 3% ORGANIC MATTER. SUBMIT SOIL SAMPLE AND COMPLETE SOIL
CIRCLING ROOTS DO NOT ANALYSIS REPORT TO THE LANDSCAPE ARCHITECT FOR APPROVAL
r ,
PRIOR TO INSTALLATION.
REMAIN
MULCH AS SPECIFIED 2) TOPSOIL SHALL BE INSTALLED IN FRIABLE CONDITION IN ALL LANDSCAPED AREAS TO A MINIMUM DEPTH OF 6 ". SOILS
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SHALL NOT BE WORKED WHEN WET. VERIFY REQUIRED TOPSOIL DEPTHS WITH THE LANDSCAPE ARCHITECT.
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PLANTING SOIL AS
00, SPECIFIED UNDER PLANTING SOIL:
i
U)
'SOIL PREPARATION' 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)
INCORPORATE PLANTING
°O° ` 1� % l INTO ABOVE PLUS NOTE (4) TO UNDER THIS HEADING FOR TOPSOIL AND AMENDMENT REQUIREMENTS).
J. SOIL MIX SUBSOIL
e/ CULTIVATED SUBSOIL AS
4 ) THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS IN CONTIGUOUS PLANTING BED NOT INDIVIDUAL PLANTING
SPECIFIED, NOTES (
(11) & (12) UNDER 'SOIL HOLES) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS:
MM
W
-
W
MM
W
PREPARATION' BY VOLUME:
SEE
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NOTE (15) UNDER
'SOIL PREPARATION' 80% TOPSOIL AS SPECIFIED IN NOTE (1)
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NOTES:
7
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1) REFER TO NOTES UNDER 'INDIVIDUAL TREE OR SHRUB PLANTING PIT' AND 'TREE AND SHRUB PLANTING' DETAILS 20% FULLY COMPOSTED ORGANIC MATTER FREE OF VIABLE WEED SEED, HEAVY METALS, AND EXCESSIVE LEVELS OF
�7
FOR GUIDELINES REGARDING PLANT QUALITY, HANDLING, INSTALLATION. NUTRIENTS OR SALTS
W L
TREE O R SHRUB PLANTING 1 N BEDS 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
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SECTION N.T.S. LIME AS RECOMMENDED IN SOIL ANALYSIS REPORT
SITE PREPARATION:
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5) IN AREAS SCHEDULED FOR LANDSCAPE INSTALLATION WHERE CLEARING AND GRUBBING HAS NOT BEEN COMPLETED,
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OR WHERE VEGETATION HAS REESTABLISHED, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANT
I
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.
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SOIL PREPARATION- ALL PLANTING BEDS:
�� ,�
0
WHERE SOILS ARE SUFFICIENT TO MEET THE DEFINITION OF TOPSOIL ESTABLISHED IN NOTE (1) --
LL
W
O
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 ". REMOVE DEBRIS GREATER THAN 2" IN DIAMETER. DO NOT ROTOTILL
WHEN SOILS ARE WET. DO NOT ROTOTILL WITHIN THE DRIP LINE OF ANY TREE.
�^
C!)
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U
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.
J
Q
�1
—
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.
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WHERE SUBSOILS ARE PRESENT OR WHERE SOILS ARE NOT SUFFICIENT TO MEET THE DEFINITION OF TOPSOIL
U)
ESTABLISHED IN NOTE (1) IN AREAS TO BE PLANTED--
11) WHERE SOILS TO BE PLANTED DO NOT MEET THE DEFINITION OF TOPSOIL OR ARE DETERMINED TO BE INADEQUATE FOR
z
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PLANT GROWTH BY THE LANDSCAPE ARCHITECT DUE TO COMPACTION, HIGH CLAY CONTENT, CONTAMINATION,
W
TEXTURE, PH, OR POOR DRAINAGE, THE CONTRACTOR SHALL EXCAVATE AREAS TO BE PLANTED TO A MINIMUM DEPTH
W
C
OF 8" BELOW FINISH C SOIL. P SOILS ARE SUSPECTED, OLT (15). AFTER
EEXCAVAT ON, ROTOTILLL REMA NING SOIL TO A COMPACTED
OF 8". RAKE SMOOTH AND SLOPE TOWARD. BEDPER PERIMETER.
GC
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12) ADD 3" SOIL MIX (AS SPECIFIED IN NOTE (4)) AND INCORPORATE INTO TOP 4" OF CULTIVATED EXISTING SOIL BY
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ROTOTILLING. LIGHTLY COMPACT SOIL. ADD ADDITIONAL SOIL MIX TO ACHIEVE FINISH GRADE. RAKE TO ACHIEVE
SPECIFIED GRADIENT(S).
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13) CREATE A V -DITCH BED EDGE TO A DEPTH OF 3"
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14) RAKE BED SMOOTH AT SPECIFIED GRADIENT(S), ASSURING POSITIVE DRAINAGE TO THE PERIMETER. AFTER PLANTING
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APPLY 2 -3 "AGED, DOUBLE - SHREDDED HARDWOOD MULCH FREE OF DYES, UNLESS OTHERWISE SPECIFIED.
U)
u-
REMEDIATION OF COMPACTED SUBSOILS:
15) WHERE SUBSOILS ARE COMPACTED TO A LEVEL THAT WILL INHIBIT ROOT GROWTH OR INFILTRATION OF WATER
THROUGH THE SOIL PROFILE, AS DETERMINED BY THE LANDSCAPE ARCHITECT AND DEFINED IN NOTE (16), THE
C)
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 REMEDAATED THEN DIGGING AND TURNING SOILS
Q
0
Q
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
O
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—
MY BE ACCOMPLISHED BY AUGERING 6" DIA.
ry
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HOLES TO A MINIMUM DEPTH OF 18" AT 18" O.0 AND BACKFILLING WITH UNAMMENDED TOPSOIL. DO NOT CONDUCT
U
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REMEDIATION OPERATIONS WHEN SOIL IS WET. ALL SOIL REMEDIATION CONSULTATION AND OPERATIONS SHALL BE
CONDUCTED AT THE NO ADDITIONAL EXPENSE TO THE CLIENT.
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16) LEVELS OF COMPACTION SHALL BE DETERMINED BY FIELD INSPECTION, OR WHERE REQUIRED, BY A QUALIFIED SOILS
z
CONSULTANT. ROOT LIMITING COMPACTION WILL BE DETERMINED BY MEASURING SOIL BULK DENSITY AND COMPARING
cj"
M
M
0
TO SOIL BULK DENSITIES GENERALLY ACCEPTED TO BE ROOT LIMITING SPECIFIC TO THE SOIL'S TEXTURE AS
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REFERENCED IN TREES IN THE URBAN LANDSCAPE, TROWBRIDGE AND BASSUK, 2004.
O
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OF 10
LUMINAIRE SCHEDULE
No.
Label
Location
X y
Symbol
Label
City
Catalog Number
Description
Lamp
File Lumens
LLF
Watts
D
5433,8
5073,5
Gotham EVO 35114 6" LED DOWNLIGHT
0.0-
3
D
5438,7
50616
D
21
6AR, LS WD 120
350OK, 1400 LUMENS,
LED
EYO-35-14-6 AlpsolUte
1.00
24.42
5
D
5398.5
5076.�6
WIDE. DISTRIBUTION
Owo,
AR-LS-WD-1
D
5384.7
5069.2
8.0
0.0-
7
WITH 8PECULAR
5370.9
20. ies
8.0
0.0
8
D
5357.3
51052,9
REFLECTOR
0'0
9
D
5343.7
5045.4
8.0
0.0,
Lithonia KB I D8
8 IN ROUND BOLLARD
ONE 100-WATT CLEAR E I
5038,3
8.0
0.0.
E
6,
100M LV
W/ L I OUVERS
-17 METAL HALIDE
KBD8.-IOQM_L 8500
!..OQ
140
54,12.3
5920
8;0
0.0
13
VERTICAL BASE -DOWN
V. ies
4002,9
8.0
0;0
14
D
5426:0
5022,5
POSITION.
0.0
15,
D
5417.0
5016:3
8.0
Ev6lucia EVO-
12"SQ, X 2-112"H. LED
D
5447.3
5069.5
8.0
0.0
C
D
CNPYSF- 28-50-T5- SURFACE MOUNT
LED
E-VO-CNPYSF-.AbsblUte
1-00.
27.83
D
5428.4
5082.2
UNV-X
CANOPY LEDS WITH
19
2&507T57UNV-
5391.7
50,73.2
8.0
0.0
20
E
BUBBLE OPTICS
5194.2
Xies
010
21
LUMINAIRE LOCATIONS,
No.
Label
Location
X y
MH
Tilt
i
D
5423.8
50907
8.0,
0.0
2
D
5433,8
5073,5
8.0
0.0-
3
D
5438,7
50616
8.0
O.O
4
D
5410.2
50183.7
8;0
0,0
5
D
5398.5
5076.�6
8.0
Owo,
6
D
5384.7
5069.2
8.0
0.0-
7
D
5370.9
5060.9
8.0
0.0
8
D
5357.3
51052,9
8.0
0'0
9
D
5343.7
5045.4
8.0
0.0,
10
D
5330.1
5038,3
8.0
0.0.
11'
D
5422.1
50,31.4
8.0
0.0
12
D
54,12.3
5920
8;0
0.0
13
D
5352.6
4002,9
8.0
0;0
14
D
5426:0
5022,5
8.0
0.0
15,
D
5417.0
5016:3
8.0
0.0
16
D
5447.3
5069.5
8.0
0.0
17
D
5442,7
5077.4
8.0
0:0
18
D
5428.4
5082.2
8.0
0.0,
19
D
5391.7
50,73.2
8.0
0.0
20
E
5355.0
5194.2
3.6
010
21
E
5357.5
5218.5
3.6
0.0
22
E
5376.0
5171.4
3.6,
0-10
23
E
5396-2
5148,.0
3.Q
0.0
24
E
5420.3
5126.6
3.6
0.0
25
E
5437.2
5122.2
3.6
0.0
26
C
5311.9
5197.5
RIO
0.0
27
C
5326.8
519a.7
9.0
0,0
28
C
53,35 .9
5204.5
8A
0.0
29
C
5347.4
5191:9
8.4
0.0
30
C
5358.9
5179.8
8A
0.0
31
0
5369.6
5169,0
8.4
0.0
32
C
53182.0
5166.1
8A
0.0
33
C
5392.5
5144.5
8.4
0.0
34
C
5401.1
51303
a.4
0.0
35
C
5409,3
5115.3
8.4
0.0
316
C
5417.1
51101:3
§,,4
0.0
37
D
5452.4
5083.2
8.0
0.0
3,8
D
5455.7
5014.8
8,.0
0,0
STATISTICS
(1)
Description
Symbol.
Avg
Max
Min
Max/Min
Avg/Mn
Bollard Path
X
7.7 fo
14.4 fc
2.1 fo
6.91
3.71
I Building Entrance. Canopy
0
13.1 fe
17.8 fc
1.0 fo
17.8:1
13.11
Concrete Patia
>
,9.7 fc;
16.9 fc
0.1 fc
24.1:1
13,91
Covered curved canopy
0
11.3 fc,
16.4 fe
8.1 fo
2.011
1.4:1
under canopy
X
10'0 fo
22.0 fc
.0.2 fc
110.0:1
50.0:1
Under Canopy Walkway
+
12-.5 fc
22.6 fe
.63 fc
.3.4� 1
1.9:1
NOTES:
1 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS
SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE
SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROAD AND PROPERTY IN RESIDENTIAL OR
RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLE.
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT,
MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED
MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
CHURCH
FRAHE & R
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CHURCH OF OUR SAVIOUR
3. 9 7 A C RE-- S
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FEATURES & SPECIFICATIONS'.
INTENDED U - }o r 1 )4v a Ys , P is 105 or P� esua n a r . frta in alrblarme r o nta m bran is cork r
dlminl,A Integrity of actyltc Aldt here ffor Ado c Env_itonmental Cmnoatibilfty table tarsult
to, 1025.
C 11MUCTIOR--- Extruded one- piecealttlninum0 3W-,v4ltbidutes5, Top €met is 0,1S6'wall€ast
ahallinuln. Wheniouaetsare 11s6d,lcpisse(medtoItaLVrlg with I III eev concealeda]lensoem 424 oaeraII
hdght%)itdaid Closed (610OM gaskoing Is included four 1INI Vandsot bol N Wilt iwWe ants and
washer Oi ppedseparoieNll4- 1121 Olt grdetempl4omdulerl.
Hutsh:ltandard finish Is daik bio111e (DOB) polyester powder, eleatrizititally oppiiedaIad Oren- caned.:
Other <olorsavailaM2a� options
OP? 143-- �}�ilrc}onnerf,fiut�d,anad� ,afunlhrarrtupperrEfleu�t sibs eve Irlispunaturdnunt<arr6d-
0d faced onalsstanda rd,Cyllndflcal lower IAectortora�t irnunumlowersabo ;avaiWkle.LemIsdor
I ItWdf ", 1" 1 "4 II (1 1 fi ' G:rske fl 4 I .1 N hP 1 6
otha,me
Qothmn1 Arehitectural Do)Nrtligl tirfg
LED Downlights
6" DO
Opeu Reflector
Solid -Mate Lighting
OPTICAL SYSTEM ELECTRICAL SYSTEM
Self- fionFed matte - ;diffuse or gpe -mlar lower tef ectoi i r; +.illy sar,4ceapia, and vpQradeabie lensed LED light engine
e 4 Patented Sounding Ray1m opts'aC:fJesign (U.S. Patent 110"5,800,050) I01i' .l am rl rrairita rancc at t(),Ma hclurs ba e�1 on lESWA L7, { -19 dC7tsL
6"'118 ` 45` ctArA to source and soutce irmige • 12 Ok.277 AG, f:,Mr)hz parser supply with 0 -111;1 dimming (tG- 11?Qaf�), rated'fel
Tap -down finsh characteristic 50,CXxt -hour life
MECHANICAL SYSTEM Overload and 5hprt rshmft pnoteuted'
4 1 6, gat.g. gal•,arri_ad „tea maxfrruan 1-112" ailing thickness __Cs ttsted undo Li1180
Tefc cc-pic mounting W3 imMm€lm of 02" and minimfrim ct 15 ", preinstalled, LISTINGS
4" vertical odjuatrnent + r•Fxtures are OSA ceitifra0 to rreet U -a and Canadian standards, pact tceatlon,
4 (r: tlesa adlustrr
ants sn'Aallaticn e_rieled ,eif ng
• Junction box ra pa.lty; 8(A In, a ri-m ) 1211G
ratrsd foe 90'C WARRANTY
LightEngina and driver adr E6,sib,e, throigh apeatir3 5-year limited warranty, crirnp;'Gta warranty f £i'm In Aed at:
'ldt4 N':siCrlit" .Yr1' ' Y".:f rpp-'rt�`,s`:Sr7rr�o ".zr.mx
and
EXAMPLE: EYO S, 10 6AR 120
0
o'
n
ca�lr"
1101 <.;GSr
ita�s
0
Serifs
Color temperature
Nominal lumen values
Ap,t;rtureilrirrl color
Distribution
Finish
Voltage
EVO
271 2700K
111' t000 lumens
6AR Char
(blank) LOshoh
(blank) seird-specidar
MYGLT'
RRL
301 300t}K
14 14001ume is
6RA Pewter
YH0' Yelynarrow (O, r sfmh)
LB Matte diffuse-
120
Ll(hotl3 RELOC ls' ten r. A c,c es ab m eling requ: lre4.
351 33500'1(
13 1800luillens!
MR Wheat
top Nalrow(0.63111111),
LS specular
217
.:
URI
411 11000
221 2200luniells,
6GR Cold
MD 1404nl(0.8sainh)
integral power Supply. Refer tolf(;,r,)-LU
347
test switch
744}
r-
0111' Y(iltte
wD Yf'rde (1,2 shnfit)'
GPt
Chicago plenum
Driver.
Uh m s „ e
sodium
50S
iS
1405
Options
120
20$
21q;
z77
II
{bland) Magnetic
in(andegent
{b47nk) None
5} Siligleh�+II27I347tJ,
WA TB)
Df 0uublrfine(208. Y,
NJ'AT3)
(blank) #!
0 -10V dfinniing driver. Minin)um dirnmiuglavel 10
SF
Single fuse
TRBL
Black painted flange
ECG$2
�.
Lutrorf"fillnme' � �vrlreiglnatdpftasedtlumirtg;
RRL
. 9111.,,
HE40.. raatly: futmnaire .Pr.T�ldeaconrpdtlbdrty,Y,t1i1
p
ELI:
EuterCellLybaiferdpackYrlti11nl6grltl
0.33
driVer, midi €taint "dinnrillg level 1%
rileualflati�x
Ll(hotl3 RELOC ls' ten r. A c,c es ab m eling requ: lre4.
T8'
test switch
ECGS3y 1,
Lur0 ,NI Lane 9 3 - w ire rr EIoSys t n 9; .n rm g
'
NEfl' 5
1 1s.. t
In fe rTci c e F4€ Sans of switdo n i r t4 n tt yr a k with
.:
URI
Ener 63 baiter f pack with telale
0` -40*
driver. minirhtlm dirnrrind level 1%
tlm 349, overall height
integral power Supply. Refer tolf(;,r,)-LU
111 1011106
test switch
744}
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TRVI�-
White painted flange;
GPt
Chicago plenum
DEC : Clharcoal
50TG Tenn green
0' -%41
1112,7
BGTO
Bodine generratur flansfer device.
ACCESSC)RIES' Bluer as separatecatolog numbers (Shipped separately)
SCAfi Sloped ceiling adapter. degree of slope au5t It,- specified (10D, 15D, 20D, 25D, 30D). Er,: XAG 106. Refer to TECH -tO!3:
CTA4.8 YK Ceiling thickness adapter (extends mounting lrarne to accomolodate ceiling thickness up tor').
GYRT Vandal- resisfaut Win accessoly. Refer to rF `'1t 1- 1170.
ISO BC 0 -10V wailbox dimmer. Refer to taV,
01RfMG CdQGS
1. Not 0910 d loo to . i t h fi h,,hes, t. Tot ava il a of e w 10 white reflector,
2. Refer to "r, Et,U:Z4Q far' compatibledirn:rets. 7. Fcr dirnanelanal changes, refer to M, H-1 0, Not available wil'n CP- option:
Nit avallable, with NEPP r pl:470 r. 8: tint available with EL ar ELR ciptionss
4. 12W only,
5. Not availabla +,with 347Y,
9191: ' ; ,3 ; . 118,
r .,
i_t0 0 .lf E'1 .7Jrtleift,t #,nITE.,fU A.LGvYNic.{,NTLI� .1017)1.�1rx H,xaJ w.r, �,rrs{,A st41I 1 p. r7.y1S.�„id1 I cl,iarnlr h it .t,oan
n R � U tx
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got
ham"
+r .
Miners rnglnaullC, t vrd, Its Ding led ut gasser oslu..w - ll011! rsaret" $Round
ELECTRICAL Hrghpressuresodwma nidmew l halide ate hlgh- reactant,tdgh- power- f,rctoibalizigs
Fa11,1Gt >u41T9 fi€# f�ryke( tdf6rteliab leoperati, rl, High Pressure Sodi m
disconnect plugand ate accessible thulllglibottomof eillarctPorcelain ,veltlralty oriented, niedlurrrbase Metal Halide
pulse +atPd perce4a in so clot with copper ailrh, nickel -pl ited shell'and center canal
11ST1t46S - €!L listed for +set locations, Listed and klbeletl to carnplyvAtli Canadian mindart6 (see; tR& Incandescent
Options). -
NOTwPspecihear ,Tills sub cxtwMcrgewilhartnodm
l
V
sm
ric;:l
�V4'ef^1ht; 25.%' 74.91bs.t1J, i�13.9 k�)
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KBAS
KBIC8
KB68
KERB
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bt�olve
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0.33
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103 99 9G
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91 92 m
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LIGHT FIXTURE'C' - CUT SHEETS
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LIGHT FIXTURE'C' - CUT SHEETS
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