HomeMy WebLinkAboutSDP202000055 Plan - Approved Minor Amendment 2020-12-16VICINITY MAP: SCALE: 1" =1000'
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T.M.P. 55EO-01-Fl
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MINOR SITE PLAN AMENDMENT
PERFORMANCE STANDARDS:
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY
ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR
INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED
WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA
MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY
TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND
FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED
PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR
SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL ENSURE THAT HIS/HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE
THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE
MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER
IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN
APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO
STAKEOUT OF ANY STRUCTURES, SURVEYOR AND/OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER
REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY.
THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING.SITE CONDITIONS AND
FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER
WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE/SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE
SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE
BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND
IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY
STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER. SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY
ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.
ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING
COMMENCES.
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN,SERVICE TO NEIGHBORING PROPERTIES.
DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE.
11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE
WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM/HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE
CONTRACTOR.
ALL NECE
SSARY PERMITS
WISE. I F PERMITTE
D, THE CON
TRACTOR SH
ALLOBTAIN
E PLOSIVES IS EXPR
ESSLY PROHIBITED
UNLESS STATED
OTHER ,
12. USE
OF X
AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO
BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION
CONFERENCE.
14. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE
WORK IS STILL UNDERWAY.
15. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
16. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL).
WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH
VDOT EC-2 SLOPE STABILIZATION MAT.
17. 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.
18. 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.
19. FOR SPECIFICS REGARDING ASPHALT, CONCRETE, OR SPECIALTY PAVING REFER TO DETAILS.
20. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X
18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 8' X 18' AND ADJACENT TO 8' X 18' PAINT -OUT AISLE.
21. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
22. PERPENDICULAR PARKING TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE AN OVERHANG IS POSSIBLE.
23. PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
24. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED..
25. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE.
26. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION.
27. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING,
28. 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.) PER VDOT STANDARDS.
29. 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. ALL PVC CONDUIT
SHALL BE SCHEDULE 40.
30. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING.
31. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM.
32. ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS.
33. ALL CURBING TO BE VDOT STANDARDS (CG-2 OR CG-6), UNLESS OTHERWISE NOTED ON THE PLANS.
34. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
35. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
36. ON -SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION
PREPARATION.
37. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED
ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
37. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'.
SDP2020-00055
JUNE 111 2020
SHEET INDEX
SHEET 2
ZMA PROFFERS
SHEET 3
EXISTING CONDITIONS/DEMOLITION PLAN
SHEET 4
LAYOUT PLAN
SHEET 5
GRADING & UTILITY PLAN
SHEET 6
DETAILS
SHEET 7
LANDSCAPE PLAN
SHEET 8
PHOTOMETRIC PLAN
SHEET 9
SITE LIGHTING DETAILS
SHEET 10
SITE DETAILS
APPROVALS
ENGINEER
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARD pate
FIRE OFFICIAL
ACSA
VDOT
VIRGINIA DEPARTMENT OF HEALTH
PROJECT DATA:
38. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015
VIRGINIA CONSTRUCTION CODE.
39. FIRE RATED CONSTRUCTION FOR THE STRUCTURE MAY BE NEEDED TO DUE PROPERTY LINE AND CONSTRUCTION TYPE.
40. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
41. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOL
E IN THE
PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR
HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF
THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
42. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
ACSA GENERAL WATER & SEWER CONDITIONS:
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF
UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE
ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS
ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE
OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL
3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA
LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
CONTRACTOR.
EWER LATE
RAL
MANHOLE SHAL
L BE PRIVATE.
VISUAL INSPECT
ION AND PRE
SSURE TESTING OF THE S
LATERAL BEYOND THE
CONNE
CTION AT A
E SEWER LA 3 THE �� 1.
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING PERMIT WHICH
MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF
THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"
PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES:
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE
NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO
BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
STANDARDS AND SPECIFICATIONS:
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2020.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2016.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, THIRD EDITION, 1992.
4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 9TH EDITION.
5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION.
6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND
SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION.
7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2017.
TRIP GENERATION ESTIMATES:
CODE LAND USE UNIT OF MEASURE AVG. WEEKDAY ,WEEKDAY PEAK HOUR SATURDAY SUNDAY
(SQ. FT) TRIPS AM ._ PN1_ . _.__.. ..
720 AL -DENTAL 1TAL OFFICE (TRIPS/l 000 SF GFA) 10,3 53 4 1 8.57 1
_..- u...._._ D E - TA 500 348 � ....... __.
365 37 43 90 15
TRIPS GENERATED (50/50 SPLIT ON ENTERING/EXITING VPD 365 37 43 90 15
DEVELOPER
TAX MAP / PARCEL #:
PROPERTY ADDRESS:
PROPERTY SIZE:
ZONING:
OVERLAY DISTRICTS
PREVIOUS SITE PLAN
MAGISTERIAL:
COMPREHENSIVE PLAN:
EXISTING USE:
PROPOSED USE:
PERMITTED DENSITY:: ,.
DRINKING WATER
WATERSHED:
DAM INUNDATION ZONE:
PROFFERS:
WAIVER/SPECIAL
EXCEPTION REQUESTS:
LAND -USE BREAKDOWN:
SETBACKS:
HEIGHT OF STRUCTURE:
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TURNER ENTERPRISES
250 WEST MAIN STREET, SUITE 201
CHARLOTTESVILLE, VA 22902
CROZET, JOHN THIER (JOHN@TURNER-ENTERPRISES.COM)
RUTHERFORD HOSPITALITY, LLC
330 CLAREMONT LN
CROZET, VA 22932
CONTACT: DAVI D HILLIAR D (DAVIDHILLIARD
@LODGEATO LDTRAIL. OM
)
TAX MAP 55EO1, PARCEL F1 (BLOCK 2) (DISTRICT CT5)
330 CLAREMONT LN
0.811 AC.
NMD (NEIGHBORHOOD MODEL DISTRICT) (BLOCK 2) (DISTRICT CT5)
(ZMA2008-00005 APPROVED WITH PROFFERS 09-14-2005 BY BOS)
ENTRANCE CORRIDOR
STEEP SLOPES - MANAGED (STEEP SLOPES ARE NO LONGER PRESENT ON SIT
SDP2013-00011: RUTHERFORD HOTEL MAJOR SITE PLAN AMENDMENT
(APPROVED 02-05-2013)
WHITE HALL
CROZET - URBAN DENSITY RESIDENTIAL
VACANT BUT APPROVED FOR 52 ROOM HOTEL AND 1,900 SF RESTAURANT
10,500 SQUARE FOOT OF GENERAL (MEDICAL) OFFICE
18 DU/ACRE WITH MIXED USE - 0 - 80,000 SF OF NON-RESIDENTIAL
SOUTH RIVANNA RESERVOIR
NO
YES, SEE SHEET 2
NONE
IMPERVIOUS AREA:
SF
AG
BUILDINGS
10,500
0.24
}...-.
``,
ASPHALT/CONCRETE AREA:
16,564
0.38
;PERVIOUS AREA:
8,263
0.19
TOTAL SITE ACREAGE*"
35,327
0 81
O' PARKING SETBACK
0' FRONT SETBACK (8' MIN. BUILD TO LINE)
O' SIDE/REAR SETBACK
AVERAGE HEIGHT ALONG GOLF DRIVE = 14.2'
AVERAGE HEIGHT ALONG CLAREMONT LANE = 15.3'
(SEE TABLE BELOW)
0
47 /o
23%
100%
spatlai enclosure
miduo
Proposed
Total Distance
Building (a)
Neighboring
Average
Spatial
Right of
Setback Build To
Between Buildings
weighted
Building (b)
Height
Enclosure
Road
Way (ft)
Line Dimension (ft)
(ft) (as shown)
height
weighted height
A+B
Ratio
Golf Drive
j 63
j 0 min, 8 ft max
75.5
14.2
24.1
1 19.2
1:
3.94
Claremont Lane
1 60
1 0 min, 8 ft max
60
15.3
40.0
1 27.6
1:
2.17
Notes:
1. Access to the Lodge at Old Trail via private drive, not public ROW
2. Per Code of Development, maximum spatial enclosure is 1:2, minimum is 1:4
PARKING REQUIREMENTS:
1 PARKING SPACE/ 200 SF OF NET OFFICE
10,500 SF X 0.8 = 8,400 SF NET OFFICE SPACE
8,400/200 = 42 PARKING SPACES REQUIRED (2 ADA SPACES REQUIRED)
PARKING PROVIDED:
44 SPACES PROVIDED (2 ADA SPACES PROVIDED)
A CROSS PARKING AGREEMENT EXISTS BETWEEN THIS PARCEL, THE LODGE AT
OLD TRAIL, AND OLD TRAIL VILLAGE CENTER BLOCK 1 (DB 3812 PG 650-654)
LOADING SPACE:
1 LOADING SPACE REQUIRED AND PROVIDED. MODIFICATION REQUEST FOR
LOCATION AS SHOWN APPROVED BY ZONING.
RECREATIONAL AREA:
N/A
PUBLIC DEDICATION:
NONE
LANDSCAPE PLAN:
REQUIRED BY SECTION 32.7.9 OF THE COUNTY CODE
SEE LANDSCAPE PLAN OR CALCULATIONS
TRASH:
DUMPSTER AND DUMPSTER ENCLOSURE TO BE PROVIDED ON SITE
SURVEY SOURCES:
PHYSICAL AND TOPOGRAPHIC SURVEY: TIMMONS GROUP, FEBRUARY 5, 2020
DATUM:
NAD83(2011) HORIZONTAL; NAVD88 VERTICAL
BENCHMARK:
PROPERTY IRON AT CLAREMONT/GOLF INTERSECTION; ELEV. 695.55
MISS UTILITY TICKET NO:
B002900745
STORMWATER MANAGEMENT ASSESSMENT
A WPO APPLICATION WILL BE SUBMITTED UNDER SEPARATE COVER WHICH VERIFIES THAT STORMWATER
RUNOFF FROM THIS PROPOSED SITE PLAN DEVELOPMENT CAN BE ADEQUATELY CONVEYED IN THE
ADJACENT, EXISTING 24" STORM DRAIN SYSTEM TO EXISTING SWM L-2, A RETENTION BASIN III (4XWQV) WITH
AQUATIC BENCH, WHICH HAS ADEQUATE CAPACITY FOR STORM WATER QUALITY AND QUANTITY CONTROL.
Jan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Lie. No. 35326 w
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SILONAL
ISSUED: 06-11-20
SCALE:
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
OF 10 1
Jan Franklin PE, LL(
PROFFER STATEMENT
OLD TRAIL VILLAGE
Date: September 14, 2005
ZMA It: ZMA 2004-024 Old Trail Village
Tax Map Parcel Number: 55E-1-Al (portion)
An approximately 237 acre portion of tax map parcel 055EO-01-00-000A1 is subject to
rezoning application ZMA 2004-024 and thus to this Proffer Statement (the "Property"). The
Property is described with more particularity on sheet 6 of 9 of the General Development Plan
entitled "Old Trail Village Rezoning ZMA-04-024 General Development Plan" prepared by
Timmons Group, containing nine (9) sheets, dated June 24, 2005, last revised September, 12,
2005, and attached hereto as Exhibit A (the "General Development Plan"). The Owner of the
Property is March Mountain Properties, L.L.C., a Virginia limited liability company (the
"Owner").
The Owner hereby voluntarily proffers that if the Albemarle County Boa
rd of
Supervisors acts to rezone the Property to Neighborhood Model District as requested, the Owner
shall develop the Property in accord with the following proffers pursuant to Section 15.2-2298 of
the Code of Virginia, 1950, as amended, and pursuant to Section 33.3 of the Albemarle County
Zoning Ordinance. These conditions are voluntarily proffered as part of the requested rezoning,
and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions;
and (2) such conditions have a reasonable relation to the rezoning requested. If rezoning
application ZMA 2004-24 is denied, these proffers shall immediately be null and void and of no
further force and effect,
e of
mere Pl
an and to the Cod
a Development to e Ge
neral l
all relate tli
This Proffer Statement shall p
Development dated September 12, 2005, and attached hereto as Exhibit B (the "Code of
Development"),
1. Green Space; Park Land and Greenway Dedication. The Owner shall devote a
minimum of twenty percent (20%) of the land within the Property to green space as shown on
sheet 5 of 9 of the General Development Plan. Of this green space land, within five (5) years
after the date that ZMA 2004-024 is approved by the County, or within thirty (30) days after the
request of the County, whichever is sooner, the Owner shall dedicate to the County for public use
for parks and open space resources and for a greenway, a 25-acre park, a 10.8-acre greenway
area, and a 6.7-acre greenway area, each as further shown on sheet 5 of 9 of the General
Development Plan (collectively, the "Park and Greenway Area"). After it is dedicated to public
use, the Park and Greenway Area shall continue to be included in the total area of green space
and amenities within the Property. At the time of the conveyance and dedication, the Park and
Greenway Area land will be subject to the Architectural and Landscape Standards for Old Trail
Village, as provided in the Code of Development. The remaining green space land within the
Property that will not be dedicated to the County for public use shall be maintained by the Old
Trail Owner's Association. The dedication of the Park and Greenway Area land shall be a fee
simple interest in such land. If the Park and Greenway Area land is not dedicated as part of a site
plan or subdivision plat, the Owner shall pay the costs of surveying the land and preparing the
deed of dedication. The Owner shall construct the trail through the 6.7-acre Grecnway Area, as
shown on sheet 5 of 9 of the General Development Plan, within six (6) months after the approval
by the County of the first subdivision plat or site plan applicable to any portion of block 30 or 3 L
The trail shall be constructed to the County standards for a Class A trail, with a surface of
compacted stone dust.
2. Affordable Housing. The Owner shall provide affordable housing equal to fifteen
percent (15%) of the total residential units constructed on the Property, in the form of for -sale
condominiums and townhouses, and for -rent condominiums, townhouses, apartments and
accessory units. The affordable housing dwelling units shall be reasonably interspersed
throughout the Property as provided in this paragraph 2, subject to the requirements of the
General Development Plan and the Code of Development. If the Owner elects at its option to
provide for -sale single family detached units at affordable rates (as defined herein), such units
shall be applied toward the 15% requirement. Each subdivision plat and site plan for land within
the Property shall designate the lots or units, as applicable, that will, subject to the terms and
conditions of this proffer, incorporate affordable units as described herein, and the aggregate
"thin each su
bdivision
iv.ision plat and site
number of such lots or units designated for affordable units within p
plan shall constitute a minimum of fifteen percent (15%) of the lots in such subdivision plat or
site plan. Notwithstanding the foregoing, however, the Owner may "carry-over" or "bank"
credits for affordable units in the event an individual subdivision plat or site plan designates
affordable units that in the aggregate exceed the fifteen percent (15%) minimum for such
subdivision plat or site plan, and such additional affordable units may be allocated toward the
fifteen percent (15%) minimum on any future subdivision plat or site plan, provided however,
that the maximum number of affordable units that may be carried over or banked shall not
exceed fifteen percent (15%) of the total units on any subdivision plat or site plan.
is in the affor
dable uni
ts to the
sin t h
nsib lilt ofcon.
responsibility The Owner shall convey thep y g
subsequent owners of lots within the Property. The subsequent owner/builder shall create units
affordable to households with incomes less than eighty percent (8o%) of the area median income
such that housing costs consisting of principal, interest, real estate taxes and homeowners
insurance (PITI) do not exceed thirty percent (30%) of the gross household income.
A. For -Sale Affordable Units. All purchasers of the for -sale affordable units shall
be approved by the Albemarle County Housing Office or its designee. The subsequent
identify
owner/buildex days toshall provide the County or its designee a period of ninety (90) y
and prequalify an eligible purchaser for the affordable units. The ninety (90)-day period shall
commence upon written notice from the then -current owner/builder that the unit(s) witt be
available for sale. If the County or its designee does not provide a qualified purchaser during
this ninety (90)-day period, the then -current owner/builder shall have the right to sell the unit(s)
without any restriction on sales price or income of the purchaser(s). This proffer shall apply only
to the first sale of each of the for -sale affordable units.
2
6. Phasing �of�Retail Development. Prior to the issuance of a building permit for the five
hundredth (S00`) dwelling unit within the Property, the aggregate retail space within the
Property shall not exceed forty-eight thousand (48,000) square feet. Prior to the issuance of a
building permit for the one thousandth (I000`h) dwelling unit within the Property, the aggregate
retail space within the Property shall not exceed ninety-six thousand (96,000) square feet. Prior
to the issuance of a building permit for the one thousand five hundredth (1,500th) dwelling unit
within the Property, the aggregate retail space within the Property shall not exceed one hundred
forty-four thousand (144,000) square feet. Prior to the issuance of a building permit for the two
thousandth (2,000`h) dwelling unit within the Property, the aggregate retail space within the
Property shall not exceed one hundred ninety-two thousand (192,000) square feet. Retail space
shall not include office space or any health and fitness facility.
7. overlot Grading Plan. The Owner shall submit an overlot grading plan meeting the
requirements of this section (hereinafter, the "Plan") with the application for each subdivision of
the single family detached and single family attached dwelling units shown on the General
Development Plan. The Plan shall show existing and proposed topographic features to be
considered in the development of the proposed subdivision. The Plan shall be approved by the
County Engineer prior to final approval of the subdivision plat. The subdivision shall be graded
as shown on the approved Plan. No certificate of occupancy shall be issued for any dwelling on
a lot where the County Engineer has determined the lot is not graded consistent with the
approved grading Plan. The Plan shall satisfy the following:
A. The Plan shall show all proposed streets, building sites, surface drainage,
driveways, trails, and other features the County Engineer determines are needed to verify that the
Plan satisfies the requirements of this paragraph 7.
B. The Plan shall be drawn to a scale not greater than one (1) inch equals fifty (50)
feet.
C. All proposed grading shall be shown with contour intervals not greater than two
(2) feet. All concentrated surface drainage over lots shall be clearly shown with the proposed
grading. All proposed grading shall be shown to assure that surface drainage can provide
adequate relief from the flooding of dwellings in the event a storm sewer fails.
D. Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not
exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or
fall (3:1). Steeper slopes shall be vegetated with low maintenance vegetation as determined to be
appropriate by the County's program authority in its approval of an erosion and sediment control
Plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2)
feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County
Engineer finds that the grading recommendations for steeper slopes have adequately addressed
the impacts.
E. Surface drainage may flow across up to three (3) lots before being collected in a
storm sewer or directed to a drainage way outside of the lots.
5
B. For -Rent Affordable Units.
(1). Rental Rates. The initial net rent for each for -rent affordable unit shall
not exceed the then -current and applicable maximum net rent rate approved by the County
Housing Office. In each subsequent calendar year, the monthly net rent for each for -rent
affordable unit may be increased up to three percent (3%). For purposes of this proffer
statement, the term "net rent" means that the rent does not include tenant -paid utilities. The
requirement that the rents for such for -rent affordable units may not exceed the maximum rents
established in his paragraph 2B shall apply for a period of five (5) years following the date the
certificate of occupancy is issued by the County for each for�rent affordable unit, or until the
units are sold as low or moderate cost units qualifying as such under either the Virginia Housing
Development Authority, Farmers Home Administration, or Housing and Urban Development,
Section 8, whichever comes first (the "Affordable Term").
(2). Conveyance of Interest. All deeds conveying any interest in the for -rent
affordable units during the Affordable Term shall contain language reciting that such unit is
subject to the terms of this paragraph 2. In addition, all contracts pertaining to a conveyance of
any for -rent affordable unit, or any part thereof, during the Affordable Term shall contain a
complete and full disclosure of the restrictions and controls established by this paragraph 2B. At
least thirty (30) days prior to the conveyance of any interest in any for -rent affordable unit during
the Affordable Tenn, the then -current owner shall notify the County in writing of the
conveyance and provide the name, address and telephone number of the potential grantee, and
state that the requirements of this paragraph 2B(2) have been satisfied.
- (3), Reporting Rental Rates. During the Affordable Term, within thirty (30)
days of each rental or lease term for each for -rent affordable unit, the then -current owner shall
provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each
such unit rented that shows the rental rate for such unit and the term of the rental or lease
agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the
County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to
rental rates as the County may reasonably require.
C. Mixture of Types of Affordable Un
its.
(1). At least forty percent (40%) of the affordable housing dwelling units shall
be for -sale units.
(2). No more than thirty percent (30%) of the affordable housing dwelling
units may be for -rent apartments.
(3). No more than thirty percent (30%) of the affordable housing dwelling
units may be accessory units. For purposes of this proffer statement, "accessory units" shall
mean Accessory Apartments as defined in the Albemarle County Code, Chapter 18, Section 3. 1,
and as regulated by the Albemarle County Code, Chapter 18, Section 5.1.34, and a unit within a
two-family dwelling as a two-family dwelling is defined in the Virginia Uniform Statewide
Building Code.
3
F. No surface drainage across a residential lot shall have more than one-half (1/2)
acre of land draining to it.
G. All drainage from streets shall be carried across lots in a storm sewer to a point
beyond the rear of the building site.
H. The Plan shall demonstrate that driveways to lots will not be steeper than twenty
(20) percent unless certified by an engineer that the driveway at the proposed steepness would be
safe and convenient for vehicles (including emergency vehicles) to use the driveway, and shall
include grading transitions at the street that the agent determines will allow passenger vehicles to
avoid scraping the vehicle body on the driveway or the street. Additionally, the driveway
grading shall provide an area in front of the proposed garage, or an area proposed for vehicle
parking where no garage is proposed, that is not less than eighteen (18) feet in length that will be
graded no steeper than eight (8) percent.
I. The Plan shall demonstrate that an area at least ten (10) feet in width, or to the lot
line if it is less than (10) feet, from the portion of the structure facing the street, has grades no
steeper than ten (10) percent adjacent to possible entrances to dwellings that will not be served
by a stairway. This graded area also shall extend from the entrances to the driveways or
walkways connecting the dwelling to the street.
J. Any requirement of this condition may be waived by the County Engineer by
submitting a waiver request with the preliminary plat. If such a request is made, it shall include:
(i) a justification for the request contained in a certified engineer's report; (ii) a vicinity map
showing a larger street network at a scale no smaller than one (1) inch equals six hundred (600)
feet; (iii) a conceptual plan at a scale no smaller than one (1) inch equals two hundred (200) feet
showing surveyed boundaries of the property; (iv) topography of the property at five (5) foot
intervals for the property being subdivided and on abutting lands to a distance of five hundred
(500) feet from the boundary line or a lesser distance determined to be sufficient by the agent;
(v) the locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and (vi)
the proposed layout of streets and lots, unit types, uses, and location of parking, as applicable. In
reviewing a waiver request, the County Engineer shall consider whether the alternative proposed
by the Owner satisfies the purpose of the requirement to be waived to at least an equivalent
degree. In approving a waiver, the County Engineer shall find that requiring compliance with
the requirement of this condition would not forward the purposes of the County's Subdivision
and Water Protection Ordinances or otherwise serve the public interest; and granting the waiver
would not be detrimental to the public health, safety or welfare, to the orderly development of
the Project, and to the land adjacent thereto.
K. The Owner may request that the Plan be amended at any time. All amendments
shall be subject to the review and approval by the County Engineer.
L. In the event that the County adopts overlot grading regulations after the date
ZMA 2004-024 is approved, any requirement of those regulations that is less restrictive than any
requirement of this paragraph 7 shall supersede the corresponding requirement of this paragraph,
subject to the approval of the Director of the Department of Community Development.
2
3. Cash Proffer for School Projects. For each dwelling unit constructed on the Property,
the Owner shall contribute cash to Albemarle County for funding school projects within the
Community of Crozet and shown on the County's Capital improvements Program, as follows:
one thousand dollars ($1,000.00) for each single family detached unit, five hundred dollars
($500.00) for each townhouse unit, and two hundred fifty dollars ($250.00) for each multifamily
unit. The cash contribution for each dwelling unit shall be paid at the time of the issuance of the
building permit for such dwelling unit. If the cash contribution has not been exhausted by the
County for the stated purpose within ten (10) years from the date of the issuance of the last
residential building permit within the Property, all unexpended funds shall be refunded to the
Owner.
4. Cash Proffer for Park Master Plan. Within one (1) year after the date that ZMA 2004-
024 is approved, or within thirty (30) days after the request by the County, whichever is sooner,
the Owner shall make a cash contribution to the County in the amount of fifty thousand dollars
($50,000.00) for the purpose of funding a master plan for the 25-acre park land shown on sheet 5
of 9 of the General Development Plan (the "Park Master Plan"). If the Park Master Plan is
completed for less than fifty thousand dollars ($50,000.00), any remaining funds may be retained
by the County and used to fiend parks and recreation projects and improvements as described in
paragraph 5. If such cash contribution is not expended for the Park Master Plan within two (2)
years from the date of the contribution, all unexpended funds shall be refunded to the Owner;
provided that any portion of the cash contribution not required to fund the Park Master Plan that
is retained by the County as provided herein, shall be refunded to the Owner as provided in
paragraph 5 if such funds are not expended within the time provided therein.
5. Cash Proffer for Park Projects. For each dwelling unit constructed on the Property, the
Owner shall contribute cash to Albemarle County for funding parks and recreation projects and
improvements identified on the County's Capital Improvements Program within the Park and
Greenway Area in general accord with the Park Master Plan as available funding allows, as
follows: one thousand dollars ($1,000.00) for each single family detached unit, five hundred
dollars ($500.00) for each townhouse unit, and two hundred fifty dollars ($250.00) for each
multifamily unit. Notwithstanding the terms of this paragraph 5 to the contrary, however, the
Owner shall receive a "credit" against the first fifty thousand dollars ($50,000.00) that would
otherwise be owed to the County pursuant to this paragraph 5, in recognition of the cash proffer
referenced in paragraph 4. In the event the cash proffer referenced in paragraph 4 is not
sufficient to fund the Park Master Plan, the County may apply a portion of the cash proffer
described in this paragraph 5 as required to fully fund the Park Master Plan. If the County
determines it to be a more reasonable use of funds, the County may substitute facilities shown on
the Park Master Plan or locate facilities shown on the Park Master Plan elsewhere in the
Community of Crozet. The cash contribution for each dwelling unit shall be paid at the time of
the issuance of the building permit for such dwelling unit. If the cash contribution has not been
exhausted by the County for the stated purpose within ten (10) years from the date of the
issuance of the last residential building permit within the Property, all unexpended funds shall be
refunded to the Owner.
E
8. Construction of School Connections. The Owner shall construct the pathway
connections to the schools, shown as "Pathway Connection to Schools," and "Road and
Sidewalk Connection to Schools" on sheet 5 of 9 of the General Development Plan, within six
(6) months after the approval by the County of the first subdivision plat or site plan applicable to
any portion of a block that either includes or is adjacent to any such connection.
WITNESS the following signature:
MARCH MOUNTAIN PROPERTIES, L.L.C.
By:
G on T. Beights, Manager
COMMONWEALTH OF VIRGINIA
eff- Y/COUNTY OF to wit:
The foregoing instrument was acknowledged before me this 1,Cday of September, 2005
by Gaylon T. Beights, Manager of March Mountain Properties, L.L.C., a Virginia limited
liability company.
My Commission expires:
Notary Public
This is a conformed version of the proffer statement presented to and approved by the Board
with manuscript changes on September 14, 2005.
\\REA�275171.10
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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SCALE:
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
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TOP=693.97'
\\ INV IN=685.12' 8" PVC (NE)
\\\ S INV. IN=685.17' 8" PVC (SE)
\\\ INV. IN=685.12' 8" PVC (SW)
\\\ INV. OU T=684.96'8" PVC (NW)
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W! GRATE
' GRATE=6,94.50' \\\\ \
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PIEDMONT SENIOR LIVING REAL ESTATE, LLC
D.B. 3812, PG. 497 \
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SD CURB INLET
TOP =69a 55'
INV 1N=685.30' 15" CPP (NW)
INV. OUT=68545' 18" CPP (SE)
SD CURB INLET
W! GRATE
/ TOP GRATE=690.63'
/j INV. OUT=688.48' 8"CPP (SE)
IRON (F)\
\\ /
SD CURB INLET
TOP=689.99'
INV IN=684.69' 18" CPP (NW)
INV. 1N=685.74' 8" CPP (NE)
INV OUT=684.49'24"PLASTIC (SE)
LIGHT POST
ON 2' CONC..
PEDESTAL
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SD CURB INLET
WIGRAT€ a HS 1 /:-:';':�,8. 4291, PIG 631
\ i P=695.10 i > ;: r.; ,'s. V J \ \
TOP GRATE=6J550 \ «- „ 1 1.. 0.811 C,
" INt/� IN=687.50 8 PVC (W)
INV IN=689.34 15 CPP (SW) t/1
INV OUT=689.28' 15" CPP(NW) % 6" DEC. \ IN OUT 687.35' 8" PVC(NW) ;`; .<j 1 Cp
LIGHT POST
ON 2' CONC. O
\ PEDESTAL
4 \ \
`IRON (F)\
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SURVEY NOTES:
1. PROPERTY & ZONING INFORMATION:
OWNER: PARCEL ID NUMBER:
RUTHERFOORD HOSPITALITY, LLC 055EO-01-00-0000FI
TOTAL AREA OF PARCEL LISTED = 0.811 ACRES
ZONING: +NEIGHBORHOOD MODEL DISTRICT NMD)
2 THE PURPOSE OF THIS EXHIBIT IS TO DEPICT
TOPOGRAPHIC FEATURES OF PROPERTY OF LOT 2,
BLOCK2, OLD TRAIL VILLAGE CENTER, ALBEMARLE
COUNTY, VA.
3, HORIZONTAL DATUM IS BASED ON NAD83 (2011),
SPCS VA S. VERTICAL DATUM IS BASED ON NAVD88
DATUM ESTABLISHED BY GPS RTK OBSERVATIONS VIA
LEICA SmartNET.
4. THIS IS NOT A BOUNDARY SURVEY. PROPERTY
BOUNDARY SHOWN /S COMPILED FROM PUBLIC
RECORDS AND LIMITED RECOVERED FIELD EVIDENCE,
NO TITLE REPORT FURNISHED; EASEMENTS MAY
EXIST WHICH ARE NOT SHOWN HEREON.
5. MISS UTILITY TICKET INITIATED, TICKET NO.
B002900745. NO SUBSURFACE UTILITYINVESTIGATION
BEYOND INFORMATION PROVIDED FROM MISS UTILITY
HAS BEEN CONDUCTED BY THIS FIRM.
6. STORM & SANITARY UTILITIES BASED ON
FIELD -LOCATED FEATURES AND EVIDENCE.
7. THIS TOPOGRAPHIC SURVEY WAS COMPLETED
UNDER THE DIRECT AND RESPONSIBLE CHARGE OF
KRISTOPHER L. CAISTER FROM AN ACTUAL GROUND
SURVEY MADE UNDER MY SUPERVISION; THAT THE
ORIGINAL DATA WAS OBTAINED ON FEBRUARY 5,
2020. THIS BASE -MAP AND DIGITAL GEOSPATIAL
DATA INCLUDING METADATA MEETS MINIMUM
ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
8. CONTOUR INTERVAL: 1'
9. PARCEL SUBJECT TO CROSS PARKING AGREEMENT
(D.B. 3812, PG 650-654)
LIGHT POST
SD CURB INLET \ \ ° j ``-' t/ i `' '`'' \
W! GRATE PEDESTAL
TOP GRATE=695.47' C� �P o\vi: i 1 �, !'`;' `. ;:; f.: � \ \ \
INV OUT=689.92' 15" CPP (NE) \ r \ �' \ ` i 1/", ,. ✓ \ \ \ \\\ SD CURB INLET
W1GRATE
TOP GRATE=688.00'
\\ °
r \ \ INV IN=682.65'24"PLASTIC (SW)
\ � INV /N=682.65' 18"CPP (NW)
O cy 6'DEC.INV OUT=682.55' 24 "PLASTIC (E)
-n n-
0� FORMER LOCATION OF MANAGED, - - - �, SD CURB INLET
-
n \ \ \ \ STEEP SLOPES REMOVED AS PART TOGRATE
OF SDP200900045 CONSTRUCTION `�\ TOP GRA 3.61' 2.61 ( )
�� \ INV 1N=683.61'24' PLASTIC NW
INV OUT=683.54'24"PLASTIC (NE)
\ \ cs
6" DEC, t
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\ \ COMMUNICATIONS VAULT `9
=7.00'
`9 CB=S75°32'46"E
\ �t �o 0=9.90' Gt`1G' 6" DEC. /
ROOF DRAIN \ m� - - G G&G +�G /
STORM DRAINAGE MANHOLE (MHO) \ �h IRON S59 °2S'36"W % _ \ P PR AS
SANITARYMANHOLE (MHS) / � (F) 9 59;cPPG
CLEAN -OUT \ r
REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE PIPE SD CURB INLET
LIGHTPOLE W/GRATE \ / 6'DEC.
CABLE TV PEDESTAL TOP GRATE=694.66' \ :\A
INV /N=687.36' 15" RCP (SW) pF4
SANITARYPIPE INV OUT=687.33 18' CPP (SE) 8"DEC.
EDGE OF PAVEMENT (EP) \�\ 6" DEC. `�"� �\ /
r �.
SD CURB INLET
\ SD CURB INLET W/GRATE BUILDING LINE
DECIDUOUS TREE (DEC) W! GRATE i /
TOP GRATE=694.3/
TOP GRATE=694.80'
T \ � � � �' �\�\ � INV. 1N=685.90' 18"CPP (NW) /
PROPERTY CORNER FOUND (F) AS NOTED INV. 1N=688.02" ?5"RCP (S) I i '\ \ /� INV. OUT=685, 80' 18" CPP(S
CALCULATED POSITION INV IN=688.02' 15"RCP (NW) I i 01�
SIGN INV. OUT=687.79' 15" RCP (NE)
SIDEWALK
CURB & GUTTER
CONCRETE \
EDGE OF GRAVEL
1 SD CURB INLET W/ GRATE
TOP GRATE=694.72'
INV IN=685,21' 18" CPP (NW) BUILDING LINE
INV IN=681.22' 24" PLASTIC (SW)
INV. OUT=681.12' 24" PLASTIC (NE)
REFERENCE:
D.B. 4291, PG. 631
ADDRESS:
NIA
SCALE 1 "=20'
0 20' 40'
TOPOGRAPHIC SURVEY WITH
COMPILED BOUNDARY
OF PROPERTY IN THE NAME OF
RUTHERFOORD HOSPITALITY, LLC
TAX MAP PARCEL 55E-01-F1
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
Date: February 261 2020 Scale: 1 " = 20'
Sheet 1 of 1 J.N.: 45240
Drawn by: KLC Checked by: KLC
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Alan G. Franklin
Lic. No. 35326 L,
F 12-2-20 ?
ss /. 0 N A L
ISSUED: 06-11-20
SCALE:
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
OF101
12"
HANDICAP SIGN -
RESERVED BLUE BACKGROUND, WHITE LETTERING
PARKING (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS
low O�
EQUIVILENT) PENALTY 0 10' 20' 40' 80,
co L1'1
00-$500FINEW-AWAY ZONE
PENALTY MUTCD
R7-8 (VA)
$100 - $500 FINE
VAN CO ACCESSIBLE TOW -AWAY ZONE
THE LODGE AT OLD TRAIL
12 X 12 PENALITY FINE PLACECARD MAY BE ADDED
BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL
AUTHORITIES) `\\
SIGN MUTCD R7-8B \\\ TitilP 55E- 1-F --� ---- - - - - - - - ��
SHALL BE INSTALLED AT SPACES WHICH ARE VAN PIEDIWONT SENIOR LIVING REAL ESTATE, LLC
ACCESSIBLE ONLY AS SHOWN ON PLANS \�� D.B. 3812, PG. 497
MID ZONING i i BUILDING LINE
METAL SIGN POST- \\� (ASSISTED LIVING)84" CLEAR MIN. WHEN I I
K PASSES BY OR UNDERTHE S
PEDESTRIAN
IE GN FROM CAR `��\ VDOT STD.
TO WA ------------------
CG-2. TYP. Z'�--
FINISHED GRADE
co
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CONCRETE FOOTING (CLASS B)
2000 PSI MIN.
COMPACTED SUBGRADE
I
"
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
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ENCLOSURE
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16 18'
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WHERE PLAN
APPLICABLE
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Y2" EXPANSION JOINT WIX2" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25' (MIN) O.C.; TYP. OR AS
SHOWN PER PLANS
3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
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W/2"
MIN. COVER - ONLY WHEN /
WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
CONCRETE WALK- BROOM FINISH
CLAREMONT LANE
(61' PUBLIC R.O.W.)
LOADING A _E `x TO EX. WALK
— O sir
21.09'
— N30°3E33"VV 232:1515'
X. 5' CONC. W, ;LK
I I 2-5'R >
VDOT STD. i
II
CG-6, TYP.
VDOT STD. CG-11 -
II
II ENTRANCE
II
I I REPLAEE-E .. WALK
�0-INTERSE IT
W/NEW WALKK\,
150' TO CENTERLI
OF INTERSECTION'
TMP 55F 1-C
OLD TRAIL VILLAGE CENTER, LLC
D.B. 4978, PG. 4646
7" REINFORCED CONCRETE SLAB;
4000 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL SIDEWALK
REINFORCED WITH #4 REBAR GRID
12" O.C.
12" X 12" #4 REBAR GRID
4" COMPACTED VDOT #21A STONE BASE -
VDOT (UD-4) UNDERDRAINS AS REQUIRED BY
VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
THIS DETAIL TO BE USED FOR DUMPSTER PAD
INSTALLATIONS
CONCRETE DUMPSTER PAD
CURBMALK
TRANS. TO FLUSH
ADA VAN
ACCESSIBLE SIGNS
SUITE A
6
8' MIN. BUILD TC
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ASPHALT PAVING DETAIL
BUILDING LINE
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TMP 55E 1-G-7
LEW, JOHN K & SUE A
RAYMOND-LEW
NMD ZONING
(RESIDENTIAL)- -_ -
TMP 55E 1-G-1
I GEARHART, TIMOTHY J
OR LAUREN D
D.B. 5217 PG. 001
NMD ZONING
[-(RESIDENTIAL)
BUILDING LINE
R=7 00'
L=10.99'
T=6.99'
A -89�57'16"
GB=S75°3246"E
C= 9.90'
1.5" VDOT SM 9.5A
ASPHALT WEARING COURSE
3" VDOT BM 25 ASPHALT BASE COURSE
6" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Alan G. Franklin
Lic. No. 35326 ,O
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F 12-2-20 ?
SLONAL.
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
PLAN, SECTION
P-033
N.T.S.
SECTION
N.T.S.
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. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-3 IS REQUIRED.
611 CURB (VDOT STD. CG-2)
SECTION
W
0
co
Leg
All
SEE
NOTEi
N.T.S.
STORM STRUCTURE SCHEDULE
STRUCT.
A
STRUCT.
TYPE
STRUCT.
LENGTH
RIM
El
INVERT
IN
INVERT
OUT
PIPE
DESCRIPTION
A3
DI-3B
4.0
693.50
-
688.50
16.42 LF OF 15" HDPE @ 1.89%
A2
M H-1
-
693.09
688.19
688.09
70.65 LF OF 15" HDPE @ 2.99%
Al
DI-3C
4.0
690.88
685.98
685.88
11.00 LF OF 15" HDPE @ 3.45%
EX
EX DI
4.0
689.99
685.50
684.49
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16.42 LF
OF 15"
HDPE 1@
1.89%
11.0
LF OF 15"
HDP
@ 3.45%
_
10+00 11+00
STORM 'A' PROFILE
1 _ "SCALE:
ALE: 1 -20 H• 1 =10 V
,,ii lT � T, r � �i ' li f II fi �� �r ,
JL llJ) L La�1l� ll �T� u1 �, 113 E
n=0.025for CUP n=0.013for RCP n=0.012for HDFE
Dina 1- Hvdrnlnav IPil i
700
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A2
0.10
0.88
0.088
0.088
5.00
6.67
0.59
0.59
688.50
688.19
16.42
0.012
1.89
15
8.88
5.44
0.05
A2
Al
0.00
0.00
0.000
0.088
5.05
6.65
0.00
0.59
688.09
685.98
70.65
0.012
2.99
15
11.16
5.44
0.22
A 1
EX
0.50
0.88
0.440
1 0.528
5.27
1 6.58
2.89
1 3.47
685.88
685.50
11.00
0.012
3.45
15
12.01
8.97
1 0.02
e run: Roofdrain
RD3 RD2
RD2 RD1
RD4 RD2
0.13
0.90
1 0.113 1
0.113 1
5.00 1
6.67 1
0.75
1 0.75
1693.00
687.00
1 220.00 1
0.012
1 2.73
12
5.38 1
6.76 1
0.54
0.00
0.00
1 0.000 1
0.225
6.54
6.49
0.00
1 A6
687.00
685.98
16.00
0.012
6.37
12
9.00
5.44
0.05
0.13
0.90
1 0.113 1
0,113
5.00
6.67 1
0.75
0.75
1 693.50
687.00
1 145.00
D.012
4.48
8
2.66
6.76
0.36
CG t2 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
�. n HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
GENERAL NOTES: DETECTABLE REQUIRED
SURFACE R(AREA IN SQUARE YACG-3 IN LINEAR RDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP.
DETECTABLE WARNNG SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 120 MAX
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAX
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
3. SLOPING 5IDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4'
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO s
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10l MAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A
5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED PCENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, MIR-DEPTH OF RAMP FLOOR, MINIMUM PERPENDICULAR
CONCRETE COVER IV2".
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS r f
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER. i 5, MIN
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 12=1 MAX
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY S'
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 TYPE B
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL
UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS. T
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT ` 1
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 MAX
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. 5• MIN X 11
y(
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICAflNOT -;
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4, MIN 1 ;,
TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT X, 2" HIGHER THAN
TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT
10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, ` AT XX ,SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C
A 4'x 4'LANOING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN, TRUNCATED DOME u�
12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1 6"-2 4" C-C O
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 0
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O 0 0 0 Z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH g
THE BACK OF CURB. 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
1 LANDING RAMP V O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q
+ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
cv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
u? 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
50/.-551. OF BASE DIAMETER
TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE WARNING
AT BACK OF CURB 0.9-1.4 VARIABLE FULL WIDTH OF RAMP FLOOR _
SEE NOTE 12. �- PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
XVDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET IOF 5 REVISION DATE (GENERAL NOTES) 105
203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
�^ SD CURB INLET
W/ GRATE
TOP GRATE=690.63'
°. INV. OUT=688.48' 8"CPP (SE) THE LOD GE AT OLD TRAIL SD CURB INLET
SD CURB INLET i
W/GRATE
TOP=689.99' TOP GRA TE=688. 00'
INV. IN=684.69'18" CPP (NW) ! V. IN=682.65'24 " PLA S TIC (S W)
INV. 1N=685 74' 8" CPP (NE) INV. 1N=682 65' 18" CPP (NW)
INV. OUT=684.49'24"PLASTIC (SE) Tt)/1P 55� l-F INV OUT=682.55'24"i' - (E 1
SD CURB INLET \\$
TOP=690.55'
INV.1N=68530'15"CPP(NVV) 10'DRAh AGE-
INV. OUT=685.45' 18" CPP (SE) EASEMEN>Y�
VDOT STD(PRIV/ TE) �\\\\
DI-3C
f0I I
PIE®if/1C. NT SENIOR LIVING PEAL ESTATE, LLC ` DFINAG>`EASEMENT
D.B. 8812, PG. 497 (PRIVATE)
- TIE TO EX. STORM TIE 12" PVC
NMD ZONING
\ W/ 15" HOPE 10 TEMPORY ROQFDRAIN TO EX.
,�In
(A,I,STEL7 LlVI>�lG) CONSTRUCTION STORM STR URE I I
0 10' 20'
SD CURB 1A
W/ GRATE
TOP GRATE
INV IN=683.
INV. OUT-=6(
6�0 RELOCATED VDOT STD. EASEMENTs�O INV. IN 684.00 e _ -
`'1LIqHT POLE - ^ - - - - - _ _ - _ 1 EX. FHA
CG-2, _ _._---------__9'_-- __
- - - - _--_ .� (Q20 = 2,927
-- -------___�__ - - -- - �- - - - - - - - - -
t fi W-AF _ a
r1.17
1 I 8" PVC ROO�EIRAIN
1,
95.46 ` SUITE C J� % MIN.
L
\ FFE 695.50
9
'<
95.30 �12" PVC ROQFDRAI4 -�
95.00ELEC. \@ 24/°-MIN. - (� J
91.
0
/ 95.00
METER (EMI I
_
/ 93.25
>:;.'
'
95.04 i CONCRLTE
lu
EGRESS, P. i
95.46 I /
D.A. LIMIT/,
L:r:
TYP75
l
EM
/ 95.00
F
~
95.27 / SUITE B
/
94.)0
`k r
95.455 FFE 695.50
`- I>Y
I g
p
PROP. POWER
1 94.70
U
95I40 " CONDUIT (
(
�•
(95.13
1
S.S. CO MEDICAL OFFICIp
o
95.43 BUILDING 195.00
0
95.46 1-STORY W/ 3 SUIZ�S 1
100
SF) 1
- r
w
1
95.4 " A KNOX BOXWILL BE
t
CURB/WALK REQUIRED AND THE
I
95.11 TRANS. TO FLUSH LOCATION WILL NEED T
LIGHT BOLLARD I BE COORDkATED WITH
°
ADA VAN I THE FIRE IVI'ARSHAL'S
X
EM - -ACCESSIBLE SIGNS OFFICE 1 95.33
9
I
SUITE A
A
a
_
.FFE f95:50- `
95.46 I PHONE & CABL�
9
.40
95.35 SERVICE
I
ADJUST CONNECTION
-
EASEMENT I COM VAULT
STEP DOWN ( TO ,B MAIN
I N-fff6
e Y 6.3_
SF
y.:
EX. ACSA MH (OldTdVil-1-6) I 1
TOP=695.10' LU VDOT STD.
CLAREMONT LANE INV IN=68750`8"PVC(W) _ �11� CG
INV OUT=687.35' 8" PVC(NW) - 1 I VDOT STD. CG-11 -
61' PUBL�q R.O.W,) - -EX. SMH LID TOO LOW I I:2 ENTRANCE
RAISE fO 6§-6 5± - w - - -i t --�, -
I I --REPLACE-EX. WALK
- SD CURB R4-T
VVfGR74 FE _ I _TWI NEW WALK
695.
RE- ABLE AND -
PHASE PEDESTALS
INV 1N=689.34' 15" CPP (SW)
INV. 0UT=689.28' I5" CPP(NW)
SD CURB INLET TMP 55E 1-C
W/GRATE OLD TRAIL VILLAGE CENTER, LL�
TOP GRA rE=695.47' D.B. 4978, PG. 4646 ®- -
Ih1V. OUT 689.92' 15" CPP (NE)
iV'vl®ZONING
NOTE; WHEN A PEDESTRIAN ACCESS ROUTE
CROSSES A COMERCIAL ENTRANCE
_
THE CROSS SLOPE SHALL BE 2X FOR
{ A WIDTH OF 5 FEET.
AST AASTREET APPROACH SAME SURFACING
GENERAL NOTES
(RADIUS TO BE AS o Ci AS MAINLINE ROADWAY (SEE NOTE 3)
SHOWN ON PLANS)
In
I
1, WHEN USED IN CONJUNCTION WITH STANDARD CO-3
(RADIUS TO BE AS
OR CC-7, THE CURB FACE ON THIS S'TANOARU IS TO
_
SHOWN ON PLANS)
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
CC-2 OR CG-6
CONFIGURATION.
J
(SEE NOTE 1)-
/
2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE
6 0 SIDEWALK
USED WITH THIS STANDARD,
(SIDEWALK -
(SEE 41
NOTE 5) I OPr10NAL UNPAVED SPACE
FLOW LINE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
v�
R/W LINE (EXCEPT ANY 5U5GRADE STABILIZATION
-
--ram } -----
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
EXPANSION
9
EXPANSION
OMITTED IN THE ENTRANCE.)
JOIN T
JOINT
4. RADIAL. CURB OR COMBINATION CURB AND GUTTER
SHALL NOT BE CONSTRUCTED BEYOND THE ft/W LINE
NLINE ROADWAY
NOT E WIDTH "B'" 2'-0" OR AS ;; MAINLINE
FOR REPLACEMENT PURPOSES.
SHOWN ON TYPICAL SECTION. A
PLAN VIEW
ENTRANCE NOTES
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS
10'PARABOLIC CURVE (ENTRANCE ONLY)
WITHIN THE LIMITS OF THE RADIISHOULD BE
INCREASED TO 7", (SEE CG-13)
EDGE OF PAVEMENT OR
OPTIONAL FLOW LINE
8 / MAX' D
GRADE CHANGE ® -- p
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
(SEE
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY
_ - - - -' - - - - - - - NOTE 7)
THE ENTRANCE.
$% MAX. ® D
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES
GRADE CHANGE- -
"D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
D
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS,
5' MIN.,
20' MINIMUM FOR
COMMERCIAL ENTRANCe
INTERSECTION NOTES
8, WHEN CC -II IS USED FOR STREET CONNECTIONS, THE
CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
SECTION A - A
OT
OF THE ROAD DESIGMANUAL CLU
REQUiREMENiS� STOPPING
SIGHT DISTDANCE AND K VALUE
9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
4"
PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE
B
ACROSS THE INTERSECTION.
ALLOWABLE ENTRANCE GRADE CHANGES
CtD---•.r- - -- --.
CLASS A3
(H.E.S.) n.
CONCRETE
SECTION C-C
ENTRANCE VOLUME
GRADE CHANGE
"0.,
DESIRABLE
MAXIMUM
HIGH
MORE THAN 1500 VPD
0 %
3 %
MEDIUM
500-1500 VPD
5 3 %
6 %
LOW
LESS THAN 500 VPD
5 6 X
$ %
NOTE: ALLOWABLE ENTRANCE GRADE TABLE 13 NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION NVID j-I'•'
REFERENCE METHOD OF TREATMENT
ROAD AND BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04
J \
I= SD CURB INLET
I IN/ GRATE /
Iti OUT=68, 33' 18" CPP (SE)
SD CURB INLET
W/ GRATE
TOP GRATE=694.37'
INV. IN=688.02' 15" RCP (S)
INV. IN=688.02' 15" RCP (NW)
INV OUT=687.79' 15" RCP (NE)
LEGEND
0
61'
I"PLASTIC (NW)
'24" PLASTIC (NE)
40'
BUILDING LINE
I ( BUILDING LINE
I I (
TUP 55E-1-G-7
LEW, JOH/V K & SUE A
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69�
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(RESIDENTIAL)
>
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Q
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TMP 55E 1-G-1
I LL m
1 GEARHART, TIMOTHY J
a
I
C., R LAUREN D
O
D.B. 5217 PG. 001
TAPPING %a/MD ZONING
-5�C4"
I EEVE & VALVE(RESIDENTIAL)
r 1 %2" METER &
I
VAULT
4"
LIUG
ASPHALT
TH
ADED FOR2"
BUILDING LINE
/ PATCH I
COi
RESSION
f (UTILITY) I
FIT
G
_ (I
_18" HDPE
Iq
I
'I
I
SD CURB INLET W/ GRATE
TOP GRATE=694.72'
1/
5' CONC. WALK
11
II b
I Vx
I�
- -� -w we-
�~ � \\�
INV. IN=68521' 18" CPP (NW)
INV IN=681.22' 24" PLASTIC (SW)
INV OUT=681.12'24'PLASTIC (NE)
SD CURB INLET W/ GRATE
TOP GRATE=694.80'
1
IN /. IN= '68 0 S. 9 ` 18 CPP(Ni
INV. OUT=68580' 18" CPP(SE)
W
WATER LINE (EX. / PROP.)
BOUNDARY / RIGHT-OF-WAY LINE
WV® WMO
WATER VALVE / METER
I.F.
IRON PIN FOUND
FHA-&
FIRE HYDRANT
I.S.
IRON PIN SET
YH-&
YARD HYDRANT
SETBACK LINE
BOAC
BLOW -OFF ASSEMBLY
EASEMENT LIMITS
SS
SANITARY SEWER LINE (EX. / PROP.)
CENTERLINE
Cl
CLEANOUT
670
CONTOUR LINE (EX. ! PROP.)
MH--
MANHOLE <--3:1-- E-2.5l
DEGREE / DIRECTION OF SLOPE
SD-
STORM LINE (EX. / PROP.)
479.70 +
SPOT ELEVATION
DI
STORM INLET
HP
HIGH POINT
YD0
YARD DRAIN
LP
LOW POINT
DSo
DOWNSPOUT
DITCH / SWALE
G
GAS LINE (EX. ! PROP.)
WATER COURSE
GV0 GMO
GAS VALVE / METER
BM*
BENCHMARK
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
CG-2
VDOT STD. HEADER CURB
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
CG-6
VDOT STD. CURB &GUTTER
PPO
POWER POLE
CG-12
VDOT STD. HANDICAP RAMP
LP
LIGHT POLE
HC
HANDICAP PARKING SYMBOL
DIP
DUCTILE IRON PIPE
GUYS
GUY WIRE
RCP
REINFORCED CONCRETE PIPE
EM o
ELECTRIC METER
CMP
CORRUGATED METAL PIPE
0
TRANSFORMER
PVC
POLYVINYLCHLORIDE PIPE
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
HDPE
HIGH -DENSITY POLYETHYLINE PIPE
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
VC
VITRIFIED CLAY PIPE
PED❑
UTILITY PEDESTAL
FFE
FINISHED FLOOR ELEVATION
SWM / DWM o/6-6
SINGLE / DOUBLE WATER METER
TER
TO BE REMOVED
TBT
TO BE TRANSPLANTED
GV p4
GATE VALVE
TBS
TO BE SAVED
BOA o
BLOW OFF ASSEMBLY
Alan Franklin PE, LLCi
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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T H OF ,`j�G'
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Alan G. Franklin
_;O Lic. No. 35326 l
O <v
F 12-2-20 ?
ss �. 0 N A L
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
OF 10
,Ian Franklin PE, LLC
44' MIN.
60" I
' •a
(22.5" FOR COMPOUND METER) ":.
a 18" MIN.17.5°r.-I
A 37" MIN.
a•e � •
12" MIN, WINGNUT LOCKING ASSEMBLY
• CID a:•
BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OFF MASONAR'Y BLOCK SHALL BE 8".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (2' METER)
N TS
FIG. W-7C
TD-16
0
METER SIZE
DIMENSI❑N
DIMENSI❑N
DIMENSI❑N
A
B
C
1 1 /2'
3110
5'0'
318'
2'
311'
510"
318"
3"
5' MIN,
10' MIN,
'
4'
5' MIN.
1 12' MIN,
1 61 MIN.
GREATER
THAN 4"
1PROPOSAILS WILL BE SUBMITTED.
B
DOOR HINGES
Hm
I
I
1
i
I
LIFT HANDLE
-----------------
TYPICAL METER VAULT
N.T.S..
FIG. W-7A
TD-1.4
SIDE VIEW
1,75' DIAMETER DRILLED
HOLE FOR TOUCH READ
UNITS,
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
24" X 36"
ALUMINUM ACCESS
HATCH
I WATER MAI
VARIES
KLJ Im/AiNLU jumt I CI I mmu3
1051111111111
TO METER BOX (SEE FIG. W-6A
THRU W-7E).
I
ZIES �\ ' '\2" COPPER
2" CORP. STOP
-4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
• GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE.
• REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.
• REFER TO FIG. W-S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
• NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
• USE 2500 P.S.1, CONCRETE.
LARGE METER SERVICE LINE
N TS
FIG. W-6C
TD-12
SEWER SERVICE LATERAL CONNECTION NOTES:
1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0,2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1 /4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4".
5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. /
MAIN LINE
2' MIN ( I
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
51
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
P`T H OF,
Alan G. Franklin
Lic. No. 35326 W
o 4j,
F 12-2-20 ?
SILaNAL
ISSUED: 06-11-20
SCALE:
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
TD— 33
OF 10
GENERAL LANDSCAPE NOTES:
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES
HAVE NOT RESULTED IN CLEARING AND GRUBBING OF EXISTING VEGETATION, THE CONTRACTOR
SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 "-CALIPER OR LESS AND ALL OTHER
PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED
IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION.
2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY
DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR
CHANGES MUST BE SUBMITTED IN WRITING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR
TO ORDERING.
3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN
THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO
SCHEDULE MEETING.
4. STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON
STABILIZED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT
DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE.
5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE
SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO
SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT
MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO
INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE
PLANT QUANTITIES REQUIRE MULTIPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE
SIMILAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND
INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE.
7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT
RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY.
8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING
(INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF
PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT
AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL
COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE
NOTED ON THE PLANS.
9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A
PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE
CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE
GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE
THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL
WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL
BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES,
QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY
AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANCES WILL ACCEPT SUBSTITUTIONS
UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE
SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED.
10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO
(2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE
SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND
GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH.
11. STANDARDS SET FORTH IN'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE
SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR
THIS PROJECT.
12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE
PRIOR TO ORDERING FOR APPROVAL.
13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT
LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED
2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE
DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 48-INCHES (48") IN
DIAMETER.
14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1-INCH
(1") CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE
FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE
DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED
AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A
"NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL
NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN
AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL
DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE.
15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING
SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. TOPING OF TREES IS PROHIBITED.
16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE
SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE.
17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL
BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR
TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND
INSTALLATION.
18. THE LANDSCAPE PLAN SHALL VERIFY THAT IT SATISFIES THE MINIMUM LANDSCAPING AND
SCREENING REQUIREMENTS OF SECTION 32.
0
PROPOSED 10'
DRAINAGE
EASEMENT
(PRIVATE)
C
'460°SF SOD- y
---
I' I
1- LS
BED LIMITS; 37- IG
TYP. I
I I
NOTE:
ADJUST PLANTINGS IN
FIELD TO
ACCOMMODATE FOR
LIGHT POLES LANDS
AREA
I
I
I
PROPOSED 10'
TEMPORARY
CONSTRUCTION
EASEMENT
I
LAND;
AREA
PROPOSED 10'-
TEMPORARY
CONSTRUCTION
EASEMENT
EXISTING
STORM DRAIN
O
/
PROPOSED 10,
DRAINAGE
EASEMENT II
(PRIVATE) It-� EX. ACSA-
I I I WATERLINE
--- --
_- -- ----_- -- ---�--------- f`--
} O
Y ,1,710 SF SOD 4VVVJ w V v Y -- Y
--
W v V Y V
34- IG Y Y w w w
1- LS w Y
LIGHT POLE,
TYP Lo
y_-_ , I f� I -
1- LS
10- BM
29- IG-
Y
v wOY Y
1270 SF SOD
------------
5- PS:/
4- LS PROP. SAN.-
1- LS -\ SEWER LAT.
I
Co
DUMPSTER
r Y Y W "
BED LIMITS;
'TYP.
12- IG �\
w
��
1- LS
ENCLOSURE
_
- - - -
I
'
w 250 SF\
15' EX. UTILITY
-Y
!
iago sF soy
W
w SOD
EASEMENT
-
-U CATV -
I
- SAN-- - - -SAN-
- SAN=Y w -
-�- SANL-y
w
Y
AREA LANDSCAPE
'/ EX. ACSA
EASEMENTS
LANDSCAPE
AREA
UTIITIES
15' EX. UTILITY
EASEMENT
260 SF SOD
I
0 10, 20'
r-PROPOSED
WATER SERVICE
--I- I
FPROPOSED
UTIITIES
4' EX. UTILITY
EASEMENT
4711 SF SOD w /
------ - ____- /-------- __ - -_ -- ----- -- TRANSFORMER ---
EXISTING STREET EX. ACSA SAN. SEWER I I
I I � EX. UTIITIES o EX. ACSA
TREES; TYP. (NO KNOWN EASEMENT) I I o I WATERLINE
I
II
- -W-------w----W-- --IL-W
EXISTING II
STORM DRAIN I j/
LANDSCAPE PLANT LIST NOTES:
LANDSCAPE CALCULATIONS:
1. CONTRACTOR TO CONFIRM QUANTITIES, SIZING AND AVAILABILITY CONCERNS TO
Landscaping Within a Parking Area:
o
Requirement: An area equal to 5 /o of paved parking and circulation areas shall be landscaped
LANDSCAPE ARCHITECT. REPORT ANY DISCREPANCIES PRIOR TO ORDERING.
Paved Parking and Circulation Area = 15,104 sf
SUBSTITUTIONS WILL BE CONSIDERED IN WRITING ONLY.
Required Landscape Area = 15,104 sf x 0.05 = 756 sf
2. ALL LAN DSCAPING'GREYED' BACK IS NOT NECESSARILY REQUIRED BY COUNTY STANDARDS.
Provided Landscape Area = 5,690 sf
THESE PLANTS ARE SHOWN FOR SPATIAL REFERENCING PURPOSES ONLY.
[1,100 sf (all mass planting bed areas) + 4590 sf of sodded areas as shown on plans]
3. CONTRACTOR TO INSTALL PLANTS AT THE OPTIMAL TIME IN THE YEAR. ALL PLANTS
Parking Lot Trees:
INSTALLED ARE SUBJECT FOR INSPECTION. ANY PLANTS NOT DEEMED ACCEPTABLE OR
Requirement: One (1) tree per every ten (10) parking spaces
DAMAGED WILL BE REJECTED AND NEED TO BE REPLACED AT CONTRACTORS TIME AND
Proposed Parking Spaces = 44
EXPENSE.
Required Trees = 44110 = 5
Provided Trees = 9 Large Shade Trees
4. ALL MASS PLANTING AREAS SHALL BE MULCHED. LANDSCAPE CONTRACTOR TO
COORDINATE HOWBED EDGES TO LOOKWITH LANDSCAPEARCHITECT IN FIELD PRIOR TO
Tree Canopy:
MULCHING EFFORTS. ALL INDIVIDUAL STREETS SHALL HAVE A 4' MINIMUM MULCH RING.
Requirement: Tree canopy not less than 10% of total site area
Site Area = 0.81 Acres or 35,284 sf
Required Tree Canopy = 35,284 x 0.10 - 3,528 sf
Provided Tree Canopy = 4,803 (see Tree Canopy Calculations Table)
Screening:
As shown on plans via evergreen shrub plantings.
ARB:
Not required on this project.
Street Trees:
Requirement satisfied by existing street trees to remain
Claremont Lane
� I
I
PLANT LIST (REQUIRED):
40'
80,
(Label'Scie-ntificName
',CommonName
.. _ .. ... - - .-- ...- _. __ ... ____ . __ .. _ __-_ __ _
I Quantity Capper; Height Root IComments
IBM
I Buxus m icro h Ila 'John Baldwin'
John Baldwin Boxwood
I 10
24-30" f 7 G ;Dense form, healthy color, uniform branching, 48" O.C. i
IG
Ilex labra'Gem Box'
I g
;Gem Box Inkberr
112
! 18 24 I 3 G Dense form; health color, uniform branching; 30" O.C.
.. _._..... .._ _._ ._ .. __..___ ..., ro_.y .._... � , _ , . ....- _
LS
_ ..._._,......r_.. .u.... _._. _... _ ...
Li uidambar st raciflua'Rotundiloba'
y
:.._.. ._ ._ _..._.. _ . _....._. _ _.. , . ,.._ ..
i Rotundiloba Sweet Gum
9
i 1.5-2" j B&B/contlStraight trunk, branching begins at T; balanced head
.._,.... __... _.... .. ........ _.... _.. ...._..... _ .....__ _..__.,..._ ..__ . ............ __...._ _
.__._ _
PS
_...-g _..._.. _.__. ..,__... _._ _
'Prunus subhirtella
_.
1Hi an Cher Autumn -flowering)
9 ►Y f _...
-
I 5
_.._t _
1 1.5-2" ; IB&B/contIStraight trunk- branching begins at T; balanced head
1SOD
....--_. _..l
Fescue- SOD
._.... ....-.___ _ ._. _... _ ..
(Sod
,._..... _. _ ..
4590
; I I S,F_ ,Freshly cut 3-12 hours prior to installation No dry ends Water in immed
_ . _. -_. - . _ ..__... ... . _..__ ._.
Note: Tree Canopy Calculation table above created and provided by Albemarle County.
TREE CANOPY CALCULATIONS:
Grovvth
Total
Ratio of
Total
Minimum Caliper
Height at
over 10
Height In
Width to
Width In
Area of
(Botanical Name Common Name
Qty or Height
Planting
Years
10 Years
Height
10 Years
Canopy
Total Area of Canopy j
._....._ .._............._. _ . _.. _._ _
i
(Min,Cat/Ht.)
(x}
(Y)
X + Y
(R)
(R) T D
(D)^2-
Qty-x Area of Canopy
I Liquidambar styraciflua "Rotundiloba" "Rotundiloba" Sweetgum
P..._
9 OW, -13/4")
12
15
27
0.60
16.2
206
1854 1386 ;
..._ _. _ _. -
....__.._ _ ..._w _ .e �..., ...._.,
�
_ _ ....._.. _ . I
Ilex labra & cvs. nlcberry Holly Compacts, Nigra, Shamrock)
g _..__. Y. _.. ........... .
112 (1'/z 2�/2)
_..._.. _
2
_ ._.
4
6
0 90
5.4
_ _
23
_.. __..__._.......__
2563 7472
_...._.._..__....._ .:.._.
J
�
I
s
Grand Total:
i
4,802.E
Note: Tree Canopy Calculation table above created and provided by Albemarle County.
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
Op, 16
F,1c
N,
Alan G. Franklin
Lic. No. 35326 w
F 12-2-20 ?
ss �. n N A L
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
r�
OF 10
LUMINAIRE SCHEDULE:
►Ian Franklin PE, LLC
Symbol
Qty
Tag
Lum. Lumens
LLF
Description
2
EX
8243
1.000
EHL16 XX 63LED 350MA 4K XX MVOLT R2
�-�
2
A
7186
1.000
ALT1-28L-85-4K7-4-BC
1
A
9660
1.000
ALT1-28L-85-4k7-4
�-�
2
A
9660
1.000
ALT1-28L-85-4k7-4
1
D
862
1.000
OLVTWM
3
B
867
1.000
PA7S-LV3-12L-010-4K7
2
B
922
1.000
PA7S-LV5-12L-010-4K7
LUMINAIRE LOCATION SUMMARY:
A
9
iG
9
D
9
LumNo
Label
Tag (Qty)
X
Y
Z
Orient
Tilt
1
134-2@90
A (2)
11422757.267
3909239.049
14
253.8
0
2
A2-1 EXISTING
EX (1)
11422785.415
3909224.814
14
29.31
0
3
134-1
A (1)
11422669.789
3909194.789
14
31.342
0
4
A2-1 EXISTING
EX (1)
11422810.926
3909181.131
14
29.77
0
5
F5
B (1)
11422735.214
3909177.242
3.5
29.744
0
6
D1
D (1)
11422670.797
3909172.167
7
0
0
7
F5
B (1)
11422744.264
3909161.803
3.5
29.744
0
8
134-2@90
A (2)
11422803.568
3909144.014
14
168.839
0
9
134-1-13C
A (1)
11422681.779
3909137.581
14
33.414
0
10
F3
B (1)
11422788.586
3909106.949
3.5
123.689
0
11
F3
B (1)
11422769.25
3909095.535
3.5
123.689
0
12
134-1-BC
A (1)
11422714.607
3909089.36
14
33.414
0
13 j
F3
B (1)
11422749.002
3909083.625
3.5
121.828
0
Total Quantity: 13
CALCULATION SUMMARY:
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
GROUND -Planar
Illuminance
Fc
2.51
12.9
0.0
N.A.
N.A.
PROPERTY LINE
Illuminance
Fc
1.04
6.4
0.0
N.A.
N.A.
CLAIRMONT LN. PL
Illuminance
Fc
0.01
0.1
0.0
N.A.
N.A.
EXISTING POLE LIGHT -
TO BE RELOCATED TO
THE EAST
GENERAL LIGHTING NOTES:
1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE
AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND
ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITING FOR
APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING.
2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A
MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT
APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE
CONTRACTOR.
3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH
SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE
TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS
OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF
GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH
LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION.
4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING
CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS
CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE
ARCHITECT DURING COORDINATION.
5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH
LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE
PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT
WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR
TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL
SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL
PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE
PROVIDED BY CONTRACTOR.
EXISTING POLE LIGHT- ELECTRICAL
CONTRACTOR TO REPLACE SINGLE -ARM
BRACKET WITH DOUBLE ARM BRACKET -
REINSTALL METAL HALIDE HEAD ON SIDE
FACING ADJACENT PARKING LOT; INSTALL
NEW LED HEAD FACING THIS PROJECT'S
PARKING LOT- ADJUST WIRING AS NEEDED
TO OPERATE BOTH LIGHTS
Clairemont Lane
7. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A
COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF
GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE.
8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2.5' CONCRETE
PARKING BUMPER OR MATCH THE EXISTING CONDITIONS.
9. ANY JUNCTION BOXES SHALL BE WATERPROOF.
10. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY
FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL LIGHTING, EMITTING
OVER 3,000 LUMENS SHALL BE FULL CUT-OFF FIXTURES, PER SECTION 18.4.17 OF THE
ZONING ORDINANCE.
11. SIGN LIGHTING, SHALL EMIT LESS THAN 3,000 LUMENS.
12. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT
EXCEED ONE-HALF (Y2) FOOT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING
ADMINISTRATOR (OR HIS DESIGNEE), THE DEVELOPER OR HOME OWNER'S ASSOCIATION
(HOA) IN WRITING. IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOVERN.
13. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL
HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM.
IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE
FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY
FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP. CONTRACTORS
SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL
PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE
REQUIREMENTS.
0 10, 20' 40' 80
3079
15. LIGHT LOCATIONS ARE APPROXIMATE AND SUBJECT TO MINOR FIELD ADJUSTMENTS.
16. THE LIGHTING SUPPLIER IS LIGHTS FANTASTIC, ATTN: KRISTEN KENNING OR AARON
SMITH- 271-0570 FOR ALL FIXTURES.
17. ALL CONDUIT LOCATIONS SHALL BE DETERMINED AT THE PRE -CONSTRUCTION MEETING
AND INSTALLED BY THE SITE CONTRACTOR PRIOR TO AND FOR THE LIGHTING
SUB -CONTRACTOR. SEE ENGINEER/MEP DRAWINGS FOR LOCATIONS FOR DETAILS.
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
\�TH OF L��c
U y
Alan G. Franklin
Lic. No. 35326
O <cr
F 12-2-20 ?
SS�oNAL
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
6. ALL STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE
DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS.
14. COLOR OF FIXTURE SHALL MATCH EXISTING FIXTURES UNLESS OTHERWISE NOTED.
OF 10
STOCKHOLM SEKIES small Luminaires
ESzz WITH LENS CHOICE
ES22ST ACHS
E5225T ACD
r
-- —
- ----- ARM MOV NT
Cast id minum for connection to arm
NOTE:
MOUNTED TO
4ulcK-olsconlNEcrPlucs
POLE WITH
HOUSING
AN EAL4/1 ARM
;, , ;
Cast aluminum
BRACKET WITH
BALLAST ASSEMBLY
PHOTOCELL
iviomitecl on removdble alurinum plate
! -FORCE IN SOCKET
' Medmmbase
c
--REFLECTOR HOUSING SKIRT
s
- _
5 unAluminurn
p
t
-------FULLCUTOFF .REFLECTOR
Anodized and segfpen[ed
-- -----FLATORSACiGLA55LENS
ACRYLIC HALF SPHERE OR DROP GLOBE
Mounted on hinged aluminum ring with
Captive screw
C C sampleCc,tdQgnw E522ST 150M MED GCF SR2TBi SF ANBK
I I -
Lens Material n ' Options Finish'
I
Series
Wats a !aTIp
ES22ST
ibelalP,kilrcfa
120 volt Black
GCFC-1q�clearFlot I SR21Esolhip.Iuon i61 HS h9ue5ldetYdeld ANBK ac
5OMMED
I
GCSGClam, CleorSoo SR31ESDchlomi TB2208vou SF Singlehuing ANDB Park Bronze
70M MED
AC HS Acryr-. Clear Hall (,l ale I SR4SC IEs Ddibulion T33 240 volt DF Cxuti.a Fusing ANDG DurkCrtaert
1O0MMED
ACDActyic, JrmrpopSlme SR5S IESDuratiflon T64271von ANPP PnmePc6red
150NI MED
347 U, of CM CWorn Match
CS CLulom Select
RAL aolera
}bgfl Preswre ;o?'7un
353 MED
50S MED
N JTFS
70S MED
77347vm Gruncl For yr IF
1 Muffs to PuBf (i2 20$'.392 v 12d2 u u
pp as a 77 z c �
vil hugewaTabRN i {{��11
drJestulcjer i0Sa 7oldr T U Street L4trr1..
100S MED
s ri fava„i,Ton
, r � _.._..
rU V `-C.-.�...
,sera s no avaffabls c✓R atstr ulfon c tlorr Sf<5S orSR u r -
1 fI5 hota� siUe sl I t n
160S MED
,
3 For pneh and color option see Finlah Seclion in. ceta'org or confactAA., pyr:y60yW
I
qEXISTING STREET LIGHT FIXTURE
9 % DETAIL
Catalog Number
Project
Type
TEGHLIGHT
FEATURES & SPECIFICATIONS
15' Steel 4" Square 11 Gauge Pole
POLE - The pole shaft Is fabricated from hot rolled carbon steel having a
minimum yield of 50,000 PSI and conforms to ASTM A500 grade C require-
SSP SERIES
ments. The shaft construction is a single piece of formed steel welded lon-
gitudinally. The hand hole is located V above the pole base. Aground lug is
provided standard.
ANCHOR BASE - The anchor base is fabricated from a structural quality
hot rolled carbon steel plate that has a minimum yield strength of 36,000 PSI.
The anchor base telescopes the pole shaft and has a circumferential weld on
Mounting Options
the top and bottom.
n
BASE COVER -A full base cover is provided which encapsulates the base
t EY-Q
plate and anchor bolts to provide a clean transition from pier to pole.
DMt DM290 DM2180
FINISH - A Super Durable Polyester powder coat finish is electrostatically
applied in our state of the art paint facility. Standard colors available: Black,
Lot
Bronze, US Green, White. Custom colors available upon request. Galvaniz-
ing and T-Guard treatments available upon request. Additional warranty ex-
T312
tensions available with these treatments.
DM390 T238
DM490 T278
Technical Data Bolt Circle
Nominal Pole Height 15'-0° Wwaysmeasered«the Wayonall G8A"
Shaft Dimensions 15' x 4°
T
Side
Wad Gauge 11 Gauge ?'
Side B Side D
Cl
Bolt Circle 8.0" 8.0°
Bolt Size 3/4' x 18' x 3° \. r
Side A
Base Plate Dimensions SA° sq. x .75" thk. ,.
Est Shipping Weight 119Its I — 8.0° {
Drilling Locations
Sides A B C D
Max EPA (1.3 Gust) Hand Hole
Hand Hole X
90 mph 15.7 Location
X
100mph 12.1
ODM1
M290 X X
110mph 9.4
12 0
DM2180 X X
120 mph 7.4
DM390 X X X
130 mph 5.8
DM490 X X X X
140 mph 4.5
ORDERING INFORMATION Example:
SSP 15 411 BZ T238
Chad. ale Mil face e*,,efor the appmpniae pole omfg-lilin ra your 49fiicatiw and enter drift Im above
KAB 341808R
each pole aWOutz. Accessories may be textay installed, depending en the ledicWarao a gchosen, txa—at
sill be ordered as a separate lee Gem.
ssP 14' (cut down) 4 11 BK
DM1 & DM290 see lane
Series Pole Height Pole SizeF Pole Gauge Color
I Mounting Drill Pattern
SSP 15 15'Norrlinal 4 4'Square 11 11 Gauge BK Black
DM1 Drill One Side Blank None - for Tenon
BZ Bronze
OM290 Drill 2 Sides at 90' Mounting
WH White
DM2180 Drill 2 Sides at 180' S SSADrid Mount
NOTE: ANCHOR BOLT KITS MUST BE ORDERED GR US Green
DM390 Drill 3 Sides at 90' Pattern
AS A SEPARATE LINE ITEM. EACH KIT IS GLV Galvanized
DM490 Drill 4 Sides at 90' V VSA Dfill Mount
PROVIDED WITH A RIGID TEMPLATE FOR GLVP' Galvanized and Painted
T238 2-318' OD Tenon (Standard) Pattern
INSTALLATION. SEE ACCESSORIES FOR KIT TG' TGuardInternal Coaling
T278 2-718"OD Tenon
PART NUMBERS. PLEASE NOTE ON PURCHASE SP Special
T312 3-112' OD Tenon
ORDER IF ANCHOR BOLTS AND TEMPLATES
ND No Oriiling
ARE TO BE PRE -SHIPPED.
NOTES
Accessories (Clyderasseparate line items)
1 AtustpeufypktvbrNadot6nbdeseoadngcpeas(Ea➢e:GLVPBz
KAB341808R AB Kit (4) aW x IX Bars and RigidTemplate TLGFIA Ground FaWtRecefiade
TGBZ: GLVPTGaz).
2 P4ease note bcatrni Mr,'ddNonal haM IKla wltert ordering. Sae Drlling Loratbns
KAB341BG08R AS Kd(4)3r4'x1 rWitialued Botts" Raid PHH' Additional Hard Hot.
dla9ram for location designations.
Template AVD1SPdesAn5Vba6on Device
3 Seepaga2fordetaiis.
Teahlight www.techlight.coni
2707 Satsuma Drive, Dallas,TX 75229
PM214.350.0591 EMAILTechlightQtechlightcom
••fie mi>nnsw,s sod saesihutlom a,ewbjecs a aun9<ufln,w9nw,ce.•• nEY: 2aniken"2
E PARKING LOT POLE
9 %DETAIL
N.T.S.
N.T.S.
EI,IK0TIQ_I[_ AILL.iM1NUM (POLES ORIDFRING INFOWATION
r7t
• 10'-18' tall choose the boldfacecatolgg ngnenclature that beat.1b yatp F@eda aril wfleit
411 0I on the ulsdpriate tine.
Example: EPAX 12 54 3-3/BTII ANPP Options
3.375'O.D.x11'HirghTenon - y
3-3/8T11 (stondar l)
3-37�'O.D. x &' Hkjlr'lenou
3-3/8T8 (Required for
Eurodclue Aral EAL4).
o m-
0 }0-
Internal Tenon
- OTO (Required }"
for Eurotique Arrn
EAK4, fumished
with (8) set screvvs)
Pole Height
2' x 4' Handhole
O erlinr ith DWrali p 9w d
(z) Socket Ltd. Screws
R ga.
NOTE:
FOUNDATION
DESIGNED BY
STRUCTURAL i8
ENGINEER -
T
leveling Height
r
;1 1 - I
_JII N tint ? it 1X7 l B $
EINTIQUE 5tzeet Lam s
MwAcWly&arir�C�rparry �- F11 (512) 977 8444rFox (512) 977-9522
wwv7 cnllquaslr"call amps.,a'n
C7 ?
Pole Series Hei ht Finish'
EPAX I ANBK Bock
12 ANDB DarkPgnzg
EURGTI3UEr Poles ANDG Dark Green
Aluminium 16 ANVG Verde Green
15 ANPP Rlnfe ulnted
CM Cu3to m Match
CS Custom Select
Shaft T R?,L ec{ors
S4 a do shaft Options
Tenon RecQp ales
3-3/8Ti I SIcIndard Tenon Flag QleNoidxrs
3-3/8T8 Tenon fAurn EAK4 or Aim EAL4
OTO Tenon for x-e Acce a seer sErhon In he
,alcdrj of,cfita°<lAnligw
". Street Lamps)
-
NOTES:
- r
i For flrdgl> iRcattoru "caltvopflona see fjmsh wctien fitcofalog or.
rlgUO Steel LomPs,
wnkv-'l
ANG-10IAGE GUIDE
Q' Did
T' Dia, t Bdi-
OoILClydle —,
Han dhole
Piece Cover
Base C v r
—t
(2) Socket Hd.
Screws
/
--a
1
leveling height.
3/1'G Hot Di p CralVaf112ed
Anchor Bolts (4 per pole}
B� EXISTING STREET LIGHT POLE
9 J DETAIL
NOTE:
FOOTING DESIGN TO BE
VERIFIED BY STRUCTURAL
CONSULTANT FOR ACTUAL
SOIL CONDITIONS PRIOR TO
INSTALLATION
SEE PLANS FOR
DETAILS ON POST AND
FIXTURE
N.T.S.
18" SONOTUBE
12" FOOTING
"NECK"
9" X 9" POLE
BASE COVER
—
— ��
HOUSING
FF
' I
RE
0
L
I
J� l
POLE
POLE
�
/
8" X 8" POLE
BASE/ANCHOR
PLATE
1.00"
ACCESS PANEL
(IF APPLICABLE)
ANCHOR BOLTS TO
BE SUPPLIED BY
MANUFACTURER
2 MIN
4" MAX I❑ 11 F 1 a M
Z to III
17- W
rA O
W U)
(DW
2
W W
= -1
O d
0-
0Qf
OLL
Z
z 2
2 [o
rx) MIN
z_ a
o
N Q a
e 4
o,
c
u
e �
COVER BOLT PLATE
REBAR- (6) #6 W/ #3 TIES
12
"
O.C. EXCEPT @ 3"
O.C. FOR TOP 2 TIES)
# 6 GROUNDING
WIRE
INISH BADE
Zo
(*) NOTE:
TO BE FLUSH WITH
MAIN FOOTING IF IN
OR ADJACENT TO A
PARKING LOT
SCH. 40 PVC q.
CONDUIT, 2" MIN.
v .y
PARKING LOT POLE FOOTING (AT GRADE)
DETAIL
N.T.S.
IICIMLIGHTINGa
_DATE:______]LOCATION: ______----------
TYPE: PROJECT:
JAI. I It
CATALOG 4:
ARCHITECTURAL AREA/SI'TE
ORDERING GUIDE
Example: ALTI-54L-120-3K8-3-UNV-A34-GT-NXSPW30E-CLR
CATALOG 9
HOUSING
ALTI
ALTI Architectural
28L-20 2OW, 3,0001m
AM Amber, 595nm e
FR Type VFront Row
UNV 120-27N
Blankior rho rotation
Area/Srte,
28LAO 40W, 5,000Im
31<7 3000K70CRI
2 Type 11
L Opltcrotationleft'
347 347V
28L-60 60W. 7,500 Im
3K8 3000K80CRI
3 Type III
R Optic retauondghf
480 480V
3K9 3000K,90CRI
4 TypelV
28U85 85W, 10,OWIm
54L-95 95W 12,500 im
4W Type IV Wide
4 7 4 K 0 R
541-420 129W, 15,0001m
4K8 4000K, 80 CRI
59M Type V Square Medium
54L-155 155W,175004n
51<7 5000K,70CRI
50N Type V Square Narrow
51o8 5000K 80 CRI
5R Type V Rectangular
5W Type V Wide (Round)
Aso Amn Square pole I
BL Black
7PR 7 pin PCR, wireless control enabled
BC Backlight Control °
SCPREMOTE Remote control for SCP opuon.
A34 Arm mt 33-4.2'
DB Dark Bronze
7FR-TL 7 pin PCR with twist lock photomntrol
SF Sngle Fuse
Order at least one per project
ODpole
GT Graphite
7PR-SC 7pin PCR with shorting cap
OF Double Fuse
ro ram and cc
to control the
A46 Ann mt 4.5-6.0'
LG Light Grey
AD-012 AstroDIM: 50% output at midnight
TB Terminal Block
occupancy sensors
OD pole
PS Platinum Silver
AD-022 AstroDlNc 50%orrlput midnight to4AM
CLR Clear Lens
SW7PR SiteSync"cn fixture module
MAP Horizontal Slipfitter
2375'OD arm
TT Titanium
AD-032 AstroDIM: 50% output WPM
HDL Diffuse Lens?
via 7PR
SVSF Vertical Slipfiuer Mount
WH White
AD-042 AstroDIM: 50% output IOPM to 4AM
SWUSB SiteSync"'Software on USB
square fort"pipe
CC Custom Color2
NXSPI4F Wired NX. FIR Occupancy Sensor,
SWTAB SiteSync"Wndows Tablet'
tenon, (237T OD)
Dimming Daylight Harvesting, W -
VSF Vemcal Slipfou rMount
NXSP30F Wired NX, FIR Occupancy Seriscr,
SWBRG SiteSync'" Wireless Bridge Node
far2°ppetenon,
Dimming Daylight Harvesting, 39kv
SWFC SiteSync- Field commission
(2.375' OD)
NXSPW 14F NX Wveless, PIR Occupancy Sensor.
Service
We Wail Bracket for area
Dimming Daylight Harvesting,{4"^
WIR-RME-L wiSCAPE" External Fixture Module
wall mourn
NXSPW30F NX Wireless, PIN Occupancy Sensor,
min Daylight HarvesGn •30 s
Dimming
NXOFhRID-VNV NX ExternalI Contol Node
NXWE NXWielers Enabled
SCL-8F Low voltage sensor for 3rd party
wueless controls via 7PR
For mounting heights up to tr
SCL-40F Low voltage sensor for 3rd parry
Violas s controls via 7PR
For mounting heights 9' to 40i0
SCP-8F Remote central programable Lne
voltage sensor, use with SCPREMOTE
5CP-40F Remote conVolprogranlablenne
voltage sensor, use with $CPREMOTE
SWP SiteSync" Pre Commission Wireless
module 2pg
P -4 With Sensor 'tor 40'M 9
SW M OF Site soil bs , 9 H
Y�
PARKING LOT LIGHT FIXTURE
9 % DETAIL
l 1 / LI e Ca
ullq
,albe
Nambet OLVTWM
Notts FOR FIXTURE BY DUMPSTER BY BLDG A
FEATURES & SPECIFICATIONS Type VP
INTENDEDUSE
Provides years of maintenanw-free idmninatlon for indoor or outdoor use to reshlentul & commercial
applications. Outdoor General Purpose
CONSTRUCTION LUTC QL TW 1
Cast-afulninum hous)rnJ with corrosion reshtant paint fit all industrial grey finish.
Seated gasket protects against molstureanddust.
OPTICS
4000K ((T UDs. H'
Frostedglass diffuser pNvkles even lightdis°lbution.. ri8rr'F ., LEO VAPORTIGHT
LUMEN MAINTENANCE `
LEDs will deliver 70%of their initial Imnens at 50,0:0 hour: erage LED life, SeeLighting radslabel on page Uu
2for performance details.
ELECTRICAL `w
ll
MVOUdriveroperatesonanybnevulwye6om12U-277Y ( j '�
Operatinq[emperatwe-10°Cto40°C >t
NiVsurge protection standard.
INSTALLATION
Mountstofailing orwall with sulfate mouidjunctionbox (included). ' XM
LISTINGS
UL Lstedto U.S. and Canadian safety standards forwet locaUons. Spddfi(aflans
Tested in accordance with IESRA LM-79 and LM-89 standards: -
AR m dkhensioareinthes(centimeters)
WARRANTY
five-year limited wauaoty full wairanry terns located at
www:tcunty&aiMsconil(ustwnerRrsuwczslTemis mid Coodtuonsaspx � _.
Actual pedmmaiwe may dlfferas a lewR of end user envnwtn tertt and applkatlon.
Ad values are design or typical values, measured under laboratory(ondluons at 25 °C. 7-Tns
Nate:5pe(tfieltionsare subjectto(hinge without notice. 49/16-1 9/16 4-I12 6 -
lu.a}.....
3-3 8
O it,
IO.Y6 1I-57I6
(26,91 (28.6}
For shortest lead tlties, configure products using boldedopt ions_Example:OLVTCM
OLVTCM CelbOgME
OLVIWM Wal mf
(bfagk) 40OOK
..(blank) MVOLT(1201-VIV)'
(blank) Grey
DECORATIVE (NDUOR & OUTDO Oil 0(W
G DUMPSTER WALL MOUNTED LIGHT
N.T.S.
9 DETAIL
N.T.S.
I'CI'MLIVHTINGe
DATE: ILOCATION:
TYPE' PROJECT:
CATALOG #
BOLLARD
ORDERING GUIDE:
Example: PA7S-FT-NU-142L-010-5K7-24A-BLS-SWP-UNV-EM
CATALOG #
HOUSING
PATS—.....
..
PA7S Pavilion 7'
FT FlatTop
NU No Up-llgnt
t Type 1
121.-010.50 14W p000 rrormnat tin), 5000K, 70 CRI
0 Square
PT 9 Peaked Top
CH Clear Horizontal
2 Type II
12L-010-4K7 14W (1000 nominal lip), 4000K, 70 CRI
12L-010-3K7 14W (1000 nominal Im),3000K, 70 CRI
Lens
3 Type III
CL2 Clear Vertical
3HS Type III +House side
12L-010-AMB 14W Amber 595 Tim Peak
Lens
shield
12L-020-5K7 22W (2000 nominal Inc). 5000K 70 CRI
DL 2•' Ddfusa VaWQe
Lens
4 Type IV
f 5 Type V�I
`�-----��^—•'
12L-020-4K7 22W (2000 nomdnal lm), 4000K, 70 CRI
12L-0243K7 22W (ZOOO ncminal:m).3WCK.79 CRI
12L-020-M1.8 22W. Amber 595 run Peak
LV Louvers
GC Grille with dear
vertical lens
GD' Grillewidt
diffuse vertical
tells
24A
afn 4". AH AI m
2 C u u
42A
42. OAH, Alunrown '
42BR-C
42'QAH,Brovm
Concrete
42CH-C
42'QAH,Charcoal
Concrete
42NG-C
42" CAR Natural Gray
Concrete
42WH-C
42' OAH, White
Concrete
42A-ROP-
42"OAH,Auminum
I Receptacle
Dual la a p
Outlet Panel and
Cover
42A-ROP-L 4
42" OAH, A:um um
+ Dual Receptacle
Outlet Panel and
Locking Cover
42A-2GEB
42'OAR AluminumI,
Integral Recessed
2 Gang Electrical Eox
42A-503
42' OAH, Aluminum+
Speaker Gnlle
EnCIOSLIM for TO
Page 209 Rev- 09/28120
FA75
DSS Dark Bronze Smooth
GTT Graphite Textured
LGS Light Gray Smooth
PSS Platinum Silver
Smooth
VGS Verde Green Smooth
WHS White Smooth
CC Custom Color.
'Consult factory
SWP• Y
9 Sites nc pre -commission
MW ° Motion sensing (50%dim, 100%
ourpot upon detection)
SiteSync Accessories'
SWUSB SiteSync Software on USB
SWTAB SieSync Windows°Tablet
SWBRG SiteSync Wueless
Bridge Node
WaBCOMMISSIONIO SITESYNC ORDERING
ir(FcaMAnort
when videring a fixture ith the S6eSync 1391,11[va
cor,hol oFUo add ii-al fifty :ton ill be
u too complete the o d The Sites c
ed c eq P Yr
Cmanasvafin Fo ol.are+ate sred ie
infunnidion mustkreos fomi
Proee]—ton,
tn,Goipa,malod Opp ,Ihsdes For more ec o
il
fou,AWpaed$e1Wl
w-wwa clk th
,"dla.gl hUbgnhg6. ,g red, supporttaet f6 0o0o)
3454
Exao,ples:
PA7R/f,iMU3/i2-0203K7/41rVTT7SWPNN/,7
r
R
120' 120V
277' 208-277Y
347' 347V
MO 480V
B EM ' Battery Backup
LR' Luminous Accent
SF fO Single Fuse
DF fO Double Fuse
1 Adds 5115mm to OAH (over sit helghq.
2 CL end OL cwtilgu dons shall be IK04
3 any Available with I Type I or 5 Type V distribunons only.
4 For rFCWSB limited votge to 120VAC ony.
5 Speufy g,.p,,.d e at Ume0 order. See wren.
hubbelligntlr9 comistesync rer more details. Order al least one
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N.T.S.
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Lie. No. 35326 W
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ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
-02-20 - CO. COMMENTS 1.10
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
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Jan Franklin PE, LL(
(2) 4'-0" HIGH - 6" DIA. STEEL
- PIPE -CONCRETE FILLED 2'
BELOW GRADE W 16" DIA.
CONC. FOOTING SET 2'
FROM SCREEN WALL
CMU WALI
W/ BRICK
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"HINGE ANCHOR POST" MIN.
6" STEEL POST, SET 2 FEET
DEEP IN CONCRETE FOR
HINGE ATTACHMENT
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CLOSER PLATE
14'
NOTES:
1. ALL GATES SHALL HAVE CROSS MEMBERS FOR BRACING.
2. GATES STOPS MUST BE INSTALLED ON ALL GATES TO
SECURE GATE IN OPEN OR CLOSED POSITIONS.
3. LOCATION OF GATE MAY VARY - GC IS RESPONSIBLE FOR
COORDINATING
VERTICAL SIDING - W
APPLIED STAINED
CEDAR 3'-0" GATE
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FILLED WITH CONCRETE. IMBED
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ROWLOCK Z�7\
DRAINAGE. PAINTCAP EXPOSED STEEL SAFETY YELLOW
TRASH ENCLOSURE SW#4o84
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"HINGE ANCHOR POST" MIN. 6" STEEL'
POST, SET 2 FEET DEEP IN COMPACTOR ENCLOSURE
CONCRETE FOR HINGE ATTACHMENT GATES- VERTICAL CEDAR
SIDING ON METAL FRAME
METAL LINTEL
BRICK VENEER TO
MATCH BLDG. COLOR
& SIZE
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6" STEEL POST, SET 2 FEET
DEEP IN CONCRETE FOR
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DUMPSTER BRICK ENCLOSURE AND GATES
DETAIL, SECTION, ELEVATION, PLAN
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REFER TO PLAN
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OUTSIDE
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CONTINUOUS EXTERIOR GRADE
SEALANT
1" COMPRESSIBLE FILLER
#4 BARS @ 9" O.C. HORIZONTAL
#4 BARS @ 6" O.C. VERTICAL
DUMPSTER WALL ENCLOSURE & BOLLARD
DETAIL, SECTION, ELEVATION, PLAN
N.T.S.
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Lic. No. 35326 ,Q
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ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
2. 11-10-20 - CO. COMMENTS
3. 12-02-20 - CO. APPROVAL SET
SHEET
0
OF 10