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ENERAL NOTES:
OLD T
T.M.P. 55EO-01-F1
RAIL MED
OFF
CES
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.
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS
AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO
BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13. 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 STABILIZATION 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 TX 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
38. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al17.1-09 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 MANHOLE 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.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL
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 BUILDINGSAND FACILITIES, DATED 2017.
TRIP GENERATION ESTIMATES:
CODE LAND USE UNIT OF MEASURE AVG. WEEKDAY WEEKDAY PEAK HOUR SATURDAY SUNDAY
(SQ. FT) TRIPS AM PM
720 MEDICAL -DENTAL OFFICE (TRIPS/1,000 SF GFA) 10.500 34.8 3.53 4.1 8.57 a?
365 37 43 90 15
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
PLANNING/ZONING
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
VDOT
VIRGINIA DEPARTMENT OF HEALTH
PROJECT DATA:
DEVELOPER
OWNER:
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:
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: DAVID HILLIARD(DAVIDHILLIARD@LODGEATOLDTRAIL.COM)
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 S
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
, Q (MEDICAL)
18 DU/ACRE WITH MIXED USE - 0 - 80,000 SF OF NON-RESIDENTIAL
SOUTH RIVANNA RESERVOIR
NO
YES, SEE SHEET 2
NONE
IMPERVIOUS AREA:
BUILDINGS:
ASP HALTICONCRETE AREA:
PERVIOUS AREA:
SF
AC
%
10,500
0.24
30%
16,564
0.38
47%
8,263
0.19
23%
TOTAL SITE ACREAGE:*" 36,327 0.81 100%
SETBACKS: O' PARKING SETBACK
0' FRONT SETBACK (8' MIN. BUILD TO LINE)
O' SIDE/REAR SETBACK
HEIGHT OF STRUCTURE: AVERAGE HEIGHT ALONG GOLF DRIVE = 14.2'
AVERAGE HEIGHT ALONG CLAREMONT LANE = 15.3'
(SEE TABLE BELOW)
Spatial Enclosure Ratio
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
63
0 min, 8 ft max
75.5
14.2
24.1
19.2
1:
3.94
Claremont Lane
60
0 min, 8 ft max
60
15.3
40.0
27.6
1:
12.17
Notes:
1. Access to the Lodge at Oki 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)
LOADING SPACE:
1 LOADING SPACE REQUIRED AND PROVIDED
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.
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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A Lic. No, 35326 W
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F 10-2-20 ?
SSI.CNAL FAG
ISSUED: 06-11-20
SCALE:
REVISIONS:
1. 10-02-20 - CO. COMMENTS
SHEET
TRIPS GENERATED (50/50 SPLIT ON ENTERING/EXITING VPD = 365 37 43 90 15
OF 10
PROFFER STATEMENT
simple interest in such land. If the Park and Greenway Area land is not dedicated as part of a site
B. For -Rent Affordable Units.
OLD TRAIL VILLAGE
plan or subdivision plat, the Owner shall pay the costs of surveying the land and preparing the
Cash Proffer for School a For each dwelling unit constructed the Property,
deed of dedication. The Owner shall construct the trail through the 6.7-acre Greenway Area, as
(1). Rental Rates. The initial net rent for each for -rent affordable unit shall
is
the Owner shall contribute cash to Albemarle County for funding school projects within the
t Al ma
shown on sheet 5 of 9 of the General Development Plan, within six (6) months after the approval
not exceed the then -current and applicable maximum net rent rate approved by the County
Community of Crozet and shown on the County's Capital Improvements Program, as follows:
Date: September 14, 2005
by the County of the first subdivision plat or site plan applicable to any portion of block 30 or 31.
Housing Office. In each subsequent calendar year, the monthly net rent for each for -rent
one thousand dollars ($1,000.00) for each single family detached unit, five hundred oars
ZMA #: ZMA 2004-024 Old Trail Village
The trail shall be constructed to the County standards for a Class A trail, with a surface of
affordable unit may be increased up to three percent (30/6). For purposes of this proffer
i y
for each townhouse unit, and two hundred fifty dollars 00) for each multifamily
Tax Map Parcel Number. 55E-1-Al (portion)
compacted stone dust.
statement, the term "net rent" means that the rent does not include tenant -paid utilities. The
the time nce of
unit The cash contribution for each dwelling unit shall be paid at the time of the issuance of the
unit. The
requirement that the rents for such for -rent affordable units may not exceed the maximum rents
building permit for such dwelling unit. If the cash contribution has not been exhausted by the
a
2. Affordable Housing. The Owner shall provide affordable housing equal to fifteen
established in his paragraph 2B shall apply for a period of five (5) years following the date the
County for the stated purpose within ten (10) years from the date of the issuance of the last
a
An approximately 237 acre portion of tax map parcel OSSEO-01-00-000Al is subject to
37 acre
percent l5% of the total residential units constructed the Property, in the form of fee sale
p ( )
certificate of occupancy is issued by the County for each for -rent affordable unit, or until the
residential building permit within the Property, all unexpended funds shall be refunded to the
rezoning application ZMA 24 and thus this Proffer Statement (the "Property"). The
g pp
condominiums and townhouses, and for -rent condominiums, townhouses, apartments and
units are sold law or moderate cost units qualifying as such under either the Virginia Housing
Owner.
Property is described with more particularity on sheet 6 of 9 of the General Development Plan
accessory units. The affordable housing dwelling units shall be reasonably interspersed
Development Authority, Farmers Home Administration, or Housing and Urban Development
A
entitled "Old Trail Village Rezoning ZMA-04-024 General Development Plan" prepared by
2 subject to the requirements of the
throughout the Property as provided in this paragraphj q
Section 8, whichever comes first (the "Affordable Term").
4. Cash Proffer for Park Master Plan. Within one (1) year after the date that ZMA 2004-
Timmons Group, containing nine (9) sheets, dated June 24, 2005, last revised September 12,
General Development Plan and the Code of Development. If the Owner elects at its option to
is approved, or within thirty days after the request the County, whichever sooner,
2005, and attached hereto as Exhibit A (the "General Development Plan'l. The Owner of the
provide for -sale single family detached units at affordable rates (as defined herein), such units
(2). Conveyance of Interest. All deeds conveying any interest in the for -rent
he d
the Owner shall make a cash contribution to the County in the amount of fifty thousand dollars
the trio
Property is March Mountain Properties, L.L.C., a Virginia limited liability tympany (the
o
shall be applied toward the 15 /o requirement. Each subdivision plat and site plan for land within
affordable units during the Affordable Term shall contain language reciting that such unit is
($50,000.00) for the purpose of funding a master plan for the 25-acre park land shown on sheet 5
"Owner').
the Property shall designate the lots or units, as applicable, that will, subject to the terms and
subject to the terms of this paragraph 2. In addition, all contracts pertaining to a conveyance of
of 9 of the General Development Plan (the "Park Master Plan'l. If the Park Master Plan is
conditions of this proffer, incorporate affordable units as described herein, and the aggregate
any for -rent affordable unit, or any part thereof, during the Affordable Term shall contain a
completed for less than fifty thousand dollars ($50,000.00), any remaining funds may be retained
The Owner hereby voluntarily proffers that if the Albemarle County Board of
number of such lots or units designated for affordable units within each subdivision plat and site
complete and full disclosure of the restrictions and controls established by this paragraph 2B. At
by the County and used to fund parks and recreation projects and improvements as described in
Supervisors acts to rezone the Property to Neighborhood Model District as requested, the Owner
plan shall constitute a minimum of fifteen percent (15%) of the lots in such subdivision plat or
least thirty (30) days prior to the conveyance of any interest in anfor-rent affordable unit during
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paragraph 5. If such cash contribution is not expended for the Palk Master Plan within two
shall develop the Property in accord with the following proffers pursuant to Section 15.2-2298 of
site plan. Notwithstanding the foregoing, however, the Owner may "carry-over" or "bank"
the Affordable Term, the then -current owner shall notify the County in writing of the
;
years from the date of the contribution, all unexpended funds shall be refunded to the Owner;
the Code of Virginia, 1950, as amended, and pursuant to Section 33.3 of the Albemarle County
credits for affordable units in the event an individual subdivision plat or site plan designates
conveyance and provide the name, address and telephone number of the potential grantee, and
provided that any portion of the cash contribution not required to fund the Park Master Plant at
Zoning Ordinance. 'these conditions are voluntarily proffered as part of the requested rezoning,
affordable units that in the aggregate exceed the fifteen percent (15%) minimum for such
state that the requirements of this paragraph 2B(2) have been satisfied.
is retained by the County as provided herein, shall be refunded to the Owner as provided in
the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions;
and the
subdivision plat or site plan, and such additional affordable units may be allocated toward the
paragraph 5 if such funds are not expended within the time provided therein.
and such conditions have a reasonable relation to the rezoning requested. If rezoning
fifteen percent (15%) minimum on any future subdivision plat or site plan, provided however,
(3). Reporting Rental Rates. During the Affordable Term, within thirty (30)
application ZMA 2004-24 is denied, these proffers shall immediately be null and void and of no
that the maximum number of affordable units that may be carried over or banked shall not
days of each rental or lease term for each for -rent affordable unit, the then -current owner shall
g, Cash Proffer for Park Protects. For each dwelling unit constructed on the Property, the
further force and effect.
exceed fifteen percent (15%) of the total units on any subdivision plat or site plan.
provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each
Owner shall contribute cash to Albemarle County for funding parks and recreation projects and
rented that shows the rental rate for such unit and the term of the rental lease
improvements identified the Capital Improvements Program within the Park and
This Proffer Statement shall relate to the General Development Plan and to the Code of
The Owner shall convey the responsibility of constructing the affordable units to the
such unit
l
agreement. addition, during the Affordable Term, the ire Owner shall provide to the
Area in general accord with the Park Master Plan available funding allows,
l d with the
Chows:
Development dated September 12, 2005, and attached hereto as Exhibit B (the "Code of
subsequent owners of lots within the Property. The subsequent owner/builder shall create units
agree t
County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to
q
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follows: one thousand dollars ($i,000.00) for each single family detached unit, five hundred
o
Development")•
affordable to households with incomes less than eighty percent (800%) of the area median income
rental rates as the County may reasonably require.
dollars ($500.00) for each townhouse unit, and two hundred fifty dollars ($250.00) for each
such that housing costs consisting of principal, interest, real estate taxes and homeowners
multifamily unit. Notwithstanding the terms this paragraph 5 to the contrary, however, e
1. Green Space; Parkland and Greenway Dedication. The Owner shall devote a
insurance (PITI) do not exceed thirty percent (30%) of the gross household income.
C. Mixture of Types of Affordable Un[ts.
first that would
Owner shall receive a "credit" against the first fifty thousand dollars
minimum of twenty percent (20%) of the land within the Property to green space as shown on
in recognition of the cash proffer
otherwise owed the County pursuant to this paragraph recognition of the
sheet 5 of 9 of the General Development Plan. Of this green space land, within five (5) years
A. For -Sale Affordable Units. All purchasers of the for -sale affordable units shall
(1). At least forty percent (40%) of the affordable housing dwelling units shall
re
referenced in paragraph 4. in the event the cash proffer referenced in paragraph 4 is not
i ra
after the date that ZMA 2004-024 is approved by the County, or within thirty (30) days after the
be approved by the Albemarle County Housing Office or its designee. The subsequent
be for -sale units,
sufficient to fund the Park Master Plan, the County may apply a portion of the cash proffer
request of the County, whichever is sooner, the Owner shall dedicate to the County for public use
owner/builder shall provide the County or its designee a period of ninety (90) days to identify
described in this paragraph as required to fully fund the Park Master Plan. I e
for parks and open space resources and for a greenway, a 25-acre park, a 10.8-acre greenway
and prequalify an eligible purchaser for the affordable units. The ninety (90)-day period shall
(2). No more than thirty percent (30%) of the affordable housing dwelling
determines it to be a more reasonable use of funds, the County may substitute facilitiess shown on
area, and a 6.7-acre greenway area, each as further shown on sheet 5 of 9 of the General
commence upon written notice from the then-currcm owner/builder that the unit(s) will be
units may be for -rent apartments.
the Park Master Plan or locate facilities shown on the Park Master Plan elsewhere in the
Development Plan (collectively, the "Park and Greenway Area"). After it is dedicated to public
available for sale. If the County or its designee does not provide a qualified purchaser during
Community of Crozet. The cash contribution for each dwelling unit shall be paid at the time of
use, the Park and Greenway Area shall continue to be included in the total area of green space
this ninety (90)-day period, the then -current owner/builder shall have the right to sell the unit(s)
(3). No more than thirty percent (30%) of the affordable housing dwelling
e
the issuance of the building permit for such dwelling unit. If the cash contribution has not been
and amenities within the Property. At the time of the conveyance and dedication, the Park and
and amenitiesr
without any restriction on sales price or income of the purchaser(s). This proffer shall apply only
units may be accessory units. For purposes of this proffer statement, "accessory units" shall
exhausted by the County for the stated purpose within ten (10) years from the date of the
Area land will subject to the Architectural and Landscape Standards for Old Trail
Greenwayto
the first sale of each of the for -sale affordable units.
mean Accessory Apartments as defined in the Albemarle County Code, Chapter 18, Section 3.1,
issuance of the last residential building permit within the Property, all unexpended funds shall be
Village, as provided in the Code of Development. The remaining green space land within the
and regulated by the Albemarle County Code, Chapter 18, Section , and a unit within a
refunded to the Owner.
Property that will not be dedicated to the County for public use shall be maintained by the Old
a Uniform Statewide
two-family dwelling as atwo-family dwelling is defined in the Virginia
Trail Owner's Association. The dedication of the Park and Greenway Area land shall be a fee
Building Code.
2
3
4
6. Phasing of Retail Development. Prior to the issuance of a building permit for the five
F. No surface drainage across a residential lot shall have more than one-half (1/2)
8. Construction of School Connections. The Owner shall construct the pathway
hundredth (500 ) dwelling unit within the Property, the aggregate retail space within the
acre of land draining to it.
connections to the schools, shown as "Pathway Connection to Schools," and "Road and
Property shall not exceed forty-eight thousand (48,000) square feet. Prior to the issuance of a
Sidewalk Connection to Schools" on sheet 5 of 9 of the General Development Plan, within six
building permit for the one thousandth (100&) dwelling unit within the Property, the aggregate
G. All drainage from streets shall be carried across lots in a storm sewer to a point
(6) months after the approval by the County of the fast subdivision plat or site plan applicable to
retail space within the Property shall not exceed ninety-six thousand (96,000) square feet. Prior
beyond the rear of the building site.
any portion of a block that either includes or is adjacent to any such connection.
to the issuance of a building permit for the one thousand five hundredth (1,50e) dwelling unit
within the Property, the aggregate retail space within the Property shall not exceed one hundred
H. The Plan shall demonstrate that driveways to lots will not be steeper than twenty
forty-four thousand (144,000) square feet. Prior to the issuance of a building permit for the two
(20) percent unless certified by an engineer that the driveway at the proposed steepness would be
thousandth (2,000`s) dwelling unit within the Property, the aggregate retail space within the
safe and convenient for vehicles (including emergency vehicles) to use the driveway, and shall
Property shall not exceed one hundred ninety-two thousand (192,000) square feet. Retail space
include grading transitions at the street that the agent determines will allow passenger vehicles to
WiTNEss the following signature:
shall not include office space or any health and fitness facility.
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
7. Overlot Grading Plan, The Owner shall submit an overlot grading plan meeting the
parking where no garage is proposed, that is not less than eighteen (18) feet in length that will be
MARCH MOUNTAIN PROPERTIES, L.L.C.
requirements of this section (hereinafter, the "Plato with the application for each subdivision of
graded no steeper than eight (8) percent.
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
1. The Plan shall demonstrate that an area at least ten (10) feet in width, or to the lot
By:
considered in the development of the proposed subdivision. The Plan shall be approved by the
line if it is less than (10) feet, from the portion of the structure facing the street, has grades no
G on T. Beights, Manager
County Engineer prior to final approval of the subdivision plat. The subdivision shall be graded
steeper than ten (10) percent adjacent to possible entrances to dwellings that will not be served
as shown on the approved Plan. No certificate of occupancy shall be issued for any dwelling on
by a stairway. This graded area also shall extend from the entrances to the driveways or
a lot where the County Engineer has determined the lot is not graded consistent with the
walkways connecting the dwelling to the street.
approved grading Plan. The Plan shall satisfy the following:
J. Any requirement of this condition maybe waived by the County Engineer by
A. The Plan shall show all proposed streets, building sites, surface drainage,
submitting a waiver request with the preliminary plat. If such a request is made, it shall include:
driveways, trails, and other features the County Engineer determines are needed to verify that the
(i) a justification for the request contained in a certified engineer's report; (ii) a vicinity map
Plan satisfies the requirements of this paragraph 7.
showing a larger street network at a scale no smaller than one (1) inch equals six hundred (600)
COMMONWEALTH OF VIRGINIA
feet; (iii) a conceptual plan at a scale no smaller than one (1) inch equals two hundred (200) feet
£ffY/COUNTY OF Qaj,:� to wit:
B. The Plan shall be drawn to a scale not greater than one (1) inch equals fifty (50)
showing surveyed boundaries of the property, (iv) topography of the property at five (5) foot
feet.
intervals for the property being subdivided and on abutting lands to a distance of five hundred
The foregoing instrument was acknowledged before me this trday of September, 2005
(500) feet from the boundary line or a lesser distance determined to be sufficient by the agent;
by Gaylon T. Beights, Manager of March Mountain Properties, L.L.C., a Virginia limited
C. All proposed grading shall be shown with contour intervals not greater than two
(v) the locations of streams, stream buffers, steep slopes, floodplains, known wetlands; and (vi)
liability company.
Y
(2) feet. All concentrated surface drainage over lots shall be clearly shown with the proposed
the proposed layout of streets and lots, unit types, uses, and location of parking, as applicable. in
grading. All proposed grading shall be shown to assure that surface drainage can provide
reviewing a waiver request, the County Engineer shall consider whether the alternative proposed
adequate relief from the flooding of dwellings in the event a storm sewer fails.
by the Owner satisfies the purpose of the requirement to be waived to at least an equivalent
My Commission expires: a -a8_o1 l
degree. In approving a waiver, the County Engineer shall find that requiring compliance with
Notary Public
D. Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not
the requirement of this condition would not forward the purposes of the County's Subdivision
exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or
and Water Protection Ordinances or otherwise serve the public interest; and granting the waiver
fall (3:1). Steeper slopes shall be vegetated with low maintenance vegetation as determined to be
would not be detrimental to the public health, safety or welfare, to the orderly development of
appropriate by the County's program authority in its approval of an erosion and sediment control
the Project, and to the land adjacent thereto.
Plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2)
This is a conformed version of the proffer statement presented to and approved by the Board
feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County
K. The Owner may request that the Plan be amended at any time. All amendments
with manuscript changes on September 14, 2005.
Engineer finds that the grading recommendations for steeper slopes have adequately addressed
shall be subject to the review and approval by the County Engineer.
the impacts.
L. In the event that the County adopts overlot grading regulations after the date
E. Surface drainage may flow across up to three (3) lots before being collected in a
ZMA 2004-024 is approved, any requirement of those regulations that is less restrictive than any
storm sewer or directed to a drainage way outside of the lots.
requirement of this paragraph 7 shall supersede the corresponding requirement of this paragraph,
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subject to the approval of the Director of the Department of Community Development.
5
6
7
Jan Franklin PE, LL(
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
SHEET
2
OF 10
SO CURB INLET
W1 GRATE
' GRATE=694.50'
20' 15" CPP (SE)
?0' 15" CPP (NW)
MHS
\\\ \ TOP=693.97'
`\\ s INV. IN=68512' 8" PVC (NE)
\`\\� INV. 1N=685.1;-8-PVC(SE)
V. INlN=685.12' 8'PVC (SW)
\\ INV. OUT=684.96' 8" PVC (NW)
SO CURB INLET
TOP=690.55,
INV. 1N=685.30' 15" CPP (NW)
INV. OUT=68545' 18" CPP (SE)
P/D: 55E-1-F
\\\
PIEDMONT
SENIOR LIVING REAL ESTATE, LLC
\ IRON (FT \`\
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D.B. 3812, PG. 497
\ `
LIGHT POST
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` \ \ PID:55E-01-F1
SO CURB INLET
W/ GRATE
TOP GRATE=690.63'
INV. OUT=668.48' 8 CPP (SE)
SO CURB INLET
TOP=689.99'
INV. IN=684.69' 18" CPP (NW)
I INV. IN=685.74' 8- CPP (NE)
INV. OUT=684.49'24"PLASTIC (SE)
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LIGHT POST
ON 2' CONC.
PEDESTAL
N\ /
Yt /
® CLEAN -OUT ( ) \ 9.59 \y ypP / /
RCP REINFORCED CONCRETE PIPE �-
PVC POLYVINYL CHLORIDE PIPE SO CURB INLET \ \
OO LIGHTPOLE W/GRATE \
® CABLE TV PEDESTAL TOP GRATE=694.66'
INV IN=687.36' 15" RCP (SW)
-SAN - - - SANITARYPIPE INV. OUT=687.33' J8"CPP (SE) \\ \ i
EDGE OF PAVEMENT (EP) \\�\ y� i' /6" DEC.
SO CURB INLET
DECIDUOUS TREE (DEC) W/GRATE I \ \
TOP GRATE=694.37' \
O PROPERTY CORNER FOUND (F) AS NOTED INV. IN=668.02' 15" RCP (S)
CALCULATED POSITION INV. IN=688.02' 15" RCP (NW) I I
v SIGN INV. OUT=687.79' 15° RCP (NE) I I \ 695 /
SWK SIDEWALK II
C&G CURB & GUTTER \
CONC. CONCRETE
EG EDGE OF GRAVEL
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SO CURB INLET \ \ C \ RUTHERFOORD HOSPITALITY, LLC
W/GRATE ; 1bS 1 D.B. 4291, PG 631
TOP GRATE=695.50' \ \ i� P=695. 90' 1 0.811 AC.
INV. 1N=669.34' 15" CPP (SW) \ �� IN 1N=687.50' 8"PVC (W)
INV. OUT=689.28' 15" CPP(NW) �\�-i' 6" DECK� IN OUT=687.35' 8" PVC(NW)11
SD CURB INLET \ 5.i� 1 \ LIGHT POST
1 / i \\ \ \ ON 2' CONC.
W/GRATE \ 4 2\ PEDESTAL
TOP GRATE=69547' P woo / i \\
INV. OUT=689.92' 15'CPP(NE) SD CURB INLET
W/GRATE
TOP GRATE=688.00'
INV.1N=68265'24"PLASTIC(SW)
p J N \ �\ INV. IN=682.65' 18" CPP (NW)
6-DEC. °i\ `\ , ` \6s \\ �INV OUT=68255'24"PLASTIC (E)
FORMER LOCATION OF MANAGED, \ - - - - SO CURB INLET
\ n I \ \ STEEP SLOPES REMOVED AS PART W/GRATE
OF SDP200900045 CONSTRUG\jION ` TOP GRATE=668.61'
s9s r \ \ _ _ _ _ _ \ ` \ 1NV.IN=68361'24"PLASTIC (NW)
\ / \ \ \ \ INV. OUT=683.54'24"PLASTIC (NE)
(/ 6-DEC.
\ \ \ I %
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\ \ COMMUNICATIONS VAULT
969
LEGEND / "� d 6 d=891's7'16"
cm 9r CB=S7503246"E g\P�
C=9.90' O�1C' 60DEC.
O ROOF DRAIN / \ R _ - - G 6
S TORM DRAINAGE MANHOLE (MHD) ROAN,
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SANITARYMANHOLE MHS \ \ 0 (F)
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 /S BASED ON NAD83 (2011),
SPCS VA S. VERTICAL DATUM /S BASED ON NAVD88.
DATUM ESTABLISHED BY GPS RTK OBSERVATIONS VIA
LEICA SmaliNET.
4. THIS /S 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 UTILITY INVESTIGATION
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'
d 699
/ 6" DEC.
/ p\F OAFS,
6'DEC
URBINLETW/GRATE / BUILDING LINE
_SdC\\ TOP GRATE=694.80'
\\ INV. IN=685.90' 18" CPP (NW)
INV. OUT=685.80' 18"CPP(S
/ \A,
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SD CURB INLET W/GRATE
TOP GRATE=694.72'
INV. 1N=6852l' 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
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ADDRESS.
N/A
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
Sheet 1 of 1
Drawn by: KLC
2020 Scale: 1 " = 20'
J.N.: 45240
Checked bv: KLC
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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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Alan G. Franklin
A Lic. No, 35326 W
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ISSUED: 06-11-20
SCALE:
REVISIONS:
1. 10-02-20 - CO. COMMENTS
SHEET
OF 10
HANDICAP SIGN -
RESERVED
BLUE BACKGROUND, WHITE LETTERING
PARKING
(MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS
EQUIVILENT)
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PENALTY
VAN $ioo-$sao rlNE
ACCESSIBLE TOW-AWAYMNE
12" X 12" PENALITY FINE PLACECARD MAY BE ADDED
BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL
AUTHORITIES)
SIGN MUTCD R7-8B
SHALL BE INSTALLED AT SPACES WHICH ARE VAN
ACCESSIBLE ONLY AS SHOWN ON PLANS
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METAL SIGN POST-
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR
TO WALK PASSES BY OR UNDER THE SIGN
FINISHED GRADE
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CONCRETE FOOTING (CLASS B)
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COMPACTED SUBGRADE
12"
MUTCD
R7-8 (VA)
NOTES:
1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U-CHANNEL. POST SHALL HAVE
3/8" DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST
COLOR SHALL BE BLACK.
2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED.
3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND
BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES
RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS.
7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART.
HANDICAP ACCESSIBLE PARKING SIGN
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SECTION
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N.T.S.
JOINT
TROWELED EDGE;
SH; TYP.
Yz" EXPANSION JOINT W/Y2" 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
WWF 6" X 6" W1.4 X W1.4 W/ 2"
MIN. COVER - ONLY WHEN I
WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
CONCRETE WALK- BROOM FINISH
PLAN, SECTION
P-033
N.T.S.
0 10' 20'
THE LODGE AT OLD TRAIL
o
o TMP 55E-1-F
--
PIEDMONT SENIOR LIVING REAL ESTATE, LLC
� II
D.B. 3812, PG. 497
` NMD ZONING
(ASSISTED LIVING)
O VDOT STD.
` CG-2, TYP.
------------------- � -
--- \'------o----
_----_-------- i 3.36' 9.5'66 66'
S30 36'02E 238.97'
22- - - - �' C�b`ERlikd�l - - - - - � v - - -
11 5.5'
PAC S 16 /
SUITE C
15 R 9' 5.5'
ASPHALT
I TYP. PARKING LOT 5'R 4' /
24' N
3.83
3.67' 1 �� 24' 12' 12' 24' �� 18' 6'
c TYP. ` 5
CONCRETE I^
U w 5`R 5' 5'R 5'R EGRESS, TYP.
_ 3.83
aLLI
}
I �
Z 16'4 SPACES Y O
g � h K
C- I o 9' TYP. 2. 5.5' SUITE B . 7
U
TMP 55E-1-F '�v_ERHAr�� u� I (� m
PIEDMONT SENIOR LIVING �n 1.39 Z 1 1.6 ' / J D
2' OVERHANGz
REAL ESTATE, LLC _ 9' TYP. a O F ¢ O
D.B. 3812, PG. 497 It-
• �c C7 "
NMD ZONING 16' SPA ES I b
MEDICAL OFFICE Z
(ASSISTED LIVING) 'I —
J I
BUILDING 5'
CONCRETE —
DUMPSTER PAD
& BLOCK
ENCLOSURE
I s I
CLAREMONT LANE
(61' PUBLIC R.O.W.)
5'R 5'R 5'R 5'R
I ASPHALT 9,
PARKING LOT TYP.
W H
T i 24 VDOT STD.
E1118.32' S R 15.68' 12 911, TYP. CG-2, TYP.
9'
7. 5` - -II 4.5'
8 6, 5 SIP ES
+
15.09' 1A
25
LOADING SPACE --J
N30"3CL33.11/ _!
/ EX. 5' CONC. W,�LK
I I
1A7TRANSITION =
TO EX WALK
21.09'
OO
25'R
0
---•---
-----------•---
II
II
II
II
II
II
II
I I
I�
VDOT STD.-J
CG-6, TYP.
VDOT STD, CG-11
ENTRANCE
W/ NEW WALK
VDOT STD
CG-12
■
150'
OFI
TMP 55E-1-C
OLD TRAIL VILLAGE CENTER, LLC
D.B. 4978, PG. 4646
NMD ZONING
8'
EN81
81
.ej I
5
-
5.5' I
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 #21 A 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
SECTION
N.T.S.
5.33
1-STORY W/ 3 SUITES
(10,500 SF)
CURBMALK
TRANS. TO FLUSH
ADA VAN
ACCESSIBLE SIGNS
6 SUITE A
I � •
ASPHALT
PATCH
(UTILITY)
S59 28 36"W
E
5' CONC. WALK
' I
/
II
II
II
11
II
II
II
ASPHALT PAVING DETAIL
SECTION
40'
BUILDING LINE
BUILDING LINE
TMP 55E-1-G-7
LEW, JOHN K & SUE
RAYMOND-LEW
NMD ZONING
(RESIDENTIAL)— —
TMP 55E-1-G-1
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'
4=89057'16"
CB=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
Dom
N.T.S.
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranldinpe.com
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Alan G. Franklin
Lic. No. 35326 w
0 4
F 10-2-20 ?
Ss/.CNAL _L
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
SHEET
4
OF 10
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)
SEE
NOTE,
A"
SECTION N.T.S.
STORM STRUCTURE SCHEDULE
LU
0
Tn
700
.•e
STRUCT.
#
I STRUCT. I
I TYPE ILENGTH
STRUCT.
RIM
ELEV.
INVERT
IN
INVERT
OUT
PIPE
DESCRIPTION
A3
DI-3B
4.0
693.50
-
688.50
16.42 LF OF 15" HDPE @ 1.89%
A2
MH-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
1 689. 99
1 685.50
1 684.49
W 00
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11.0
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HDP
@ 3.45%
10+00
STORM 'A' PROFILE
SCALE: 1 "=20' H; 1 "=10' V
]PIPE DESIGN TABLE
11+00
700
SD CURB INLET \
W/GRATE
TOP GRATE=690.63' SO CURB INLET i" Y
INV. OUT=688.48'8"CPP(SE) SO CURB INLET THE LODGE AT OLD TRAIL W/GRATE
TOP=689.99' TOP GRATE=688.00' i
INV. IN=684.69' 18" CPP (NW) V. IN=682.65'24"PLASTIC (SW) i 9
INV. IN=685.74' 8" CPP (NE) INV IN=682.65' 18" CPP (NW) i y
npF
INV. OUT=684.49'24" PLASTIC (BE) TMP 55E-1-F I V.OUT=682.55'24" It-
SD CURB INLET `� so PIEDMONT SENIOR LIVING REAL ESTATE, LLC 'DRAIN
TOP =690.55' O� EASEMENT I
INV 1N=685.30' 15'CPP(NW) O D.B. 3812, PG. 497 (PRIVATE)
INV. OUT=685.45' 18'CPP(SE) 10' DRA11�(AGE TIE TO EX. STORM NMD ZONING TIE 12" PVC(
EASEMEN� W/ 15" HDPE 10' TEMPORY ROOFDRAIN TO EX.
(PRIVATE) (ASSISTED LIVING) CONSTRUCTION STORM STIR URE
0 10, 20'
SD CURB I
W/ GRATE
TOP GRAT
INV. 1N=68:
INV. OUT=t
VDOT STD. , 6�0 RELOCATED VDOT STD. EASEMENT696' INV. IN 684.00 D - -\
DI-
--- �LI HT POLE CG-2, TYP. --- EX. FHA
-------------34 _--
- _------- _ _ _ --- ---_- (Q20_2,927
-------- -- --
�-
------------------ - 690 891 p
---- - --- - - - - -- - - _ ��-W
�- 90.1 -
_ 90.65 2.0% 1. 7
2:34 /0 92.45 � I 92.33
1 - - LIGHT POLE, 9N , 8" PVC ROOF,DRAIN - I
+ - - _ _ TYP. FO95.18 95.46 ` SUITE C @ ¢% MIN.
- \ FIFE 695.50 / jr w 0 ---- - I
I,1 2.0% 191.16 o ASPHALT 94.89 3\12" PVC ROQFDR_AIN J _
1 f PARKING L 95.0 ELEC. 20/6-MIN.- //g5.00 3
- --6Sp 6g3 91. 5 4.29 METER (EAR)
LIGHT 1 \ I 1 CONDUIT 4 /o / 93.25
" PLASTIC (NW)
24"PLASTIC (NE)
BOLLARD \ 95.04 CONCRETE I 1
\ TYP. 95.46 EGRE�S, TYj i
92.50 693-
10' TEMPORY 1 I 1 9114 , 3.22 93.66 - -9 W
CONSTRUCTION D.A. LIMIT/, d.
EASEMENT ~6 \ 92 9 0 3.0% J EM f TYP
- ----------¢ i� SUITEB 95.00
TMP 55E-1-F � � I I �� �3.64 � s5.27
9545 FIFE 695.50 I ILL n 3
P/EDMONT SEN/OR LIV��/G� -.- �4� STD: 9 a
r' I 693 DI-3B 0 94.67 p . - PROP. POWER / �y J
REAL ESTATE, LLC l - - U IN 3" CONDUIT I �94.70I / Q
• 93.00 93.72 95.40
D.B. 3812, PG. 4971 BD I /95.13 C�
NMD ZON�1 I I Az D LIG T 1�0LIGHT BOLLARD ci -6
A3 SOL ARID o S.S. CO MEDICAL OFFIC z 1 Y2" METER &
(ASSISTED LIVING (.I - I - _- 93.42 3.42 2'0o 94.18 2.0% g5.43 BUILDING 0 VAULT
1 95.00
ASPHALT 95.46 1-STORY W/ 3 SUI S I cO "COPPER
PARKING LOT D.A. LIMIT, _(1030�SF
SPOT ELEV. LABELS IN I % 6gA TYP _ _ I w SERVICE
PARKING LOT ARE BOTTOM, I 1 1 95.4� A KNOX BOX WILL BE - -
FACE OF CURB \ I VDOT STD. 94.71 95.01 CURB/WALK REQUIRED A�1D THE 3 4
1 l 0.0% 95.11 TRANS. TO FLUSH LOCATION WILL NEED T
CG-2, TYP. 0 J I LIGHT BOLLARD BE COORDINATED WITH \ • ASPHALT TH
\, 94.50 94.50 �94.50 6g5 ADA VAN THE FIRE MARSHAL' S D PATCH CC
l LIG T I S� / - -A CESSIBLE SIGNS OFFICE J 95.3 / (UTILITY) FI1
;'FIXTURE 94.91
CONCRETE 5.03 5/ ° 95.33
DUMPSTER PAD __�__ �`Of ; ' .I \ \ SUITE A
690 &BLOCK I ` \ + ) 695 Ke 95. 5 FFE 695:50- -
ENCLOSURE 1 I \\l 95.13- 95.35 0 95.35 95.46 PHONE &CABLE 9 .40
T ( , T � <� - SERVICE
9P.50 TRANSITION VDOT STD,' + CONNECTION -
COM .VAULT
696 / �`L-696 TF2 E#.i�A� QG-12 STEP DOWN TO MAIN
� I
-SAN--- -SAN I - - - SAN- SAN- / 9 IND� a z� - 96.00 D i'
n=0.025Tor CMP n=0.013TorRCP n=0.012Tor HDPE
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A2
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1 0.88
1 0.088
1 0.088
1 5.00
1 6.67
1 0.59
1 0.59
1688.50
1 688.19
1 16.42
1 0.012
1 1.89
1 15
1 8.88
1 5.44
0.05
A2
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0.00
0.00
0.000
0.088
5.05
6.65
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0.59
688.09
685.98
70.65
0.012
2.99
15
11.16
5.44
0.22
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0.50
0.88
0.440
0.628
5.27
6.58
2.89
3.47
685.88
686.50
11.00
0.012
3.45
15
12,01
8.97
0.02
run: Roofdrain
RD3
RD2
0.13
0.90
0.113
0.113
5.00
6.67
0.75
0.75
693.00
687.00
220.00
0.012
2.73
12
5.88
6.76
0.54
R02
RD1
0.00
0.00
0.000
0.225
5.54
6.49
1 0.00
1.46
687.00
1 685.98
16.00
0.012
6.37
12
9.00
1 5.44
0.05
R04
32
0.13
0.90
0.113
0.113
6.00
6.67
1 0.75
1 0.75
693.50
687.00
145.00
0.012
4.48
8
2.56
6.76
0.36
CG-12
NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
GENERAL NOTES
CURB WHEN REQUIRED CG-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACER(AREA IN SGUARE YARDS)
1.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
2.
DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
T T
DE EC ABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET
W K
SDE AL RAMP 121 MAX
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE
48�1 MAx
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
3,
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
q
4,
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
5
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
107 MAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
TYPE A
5.
REQUIRED BARS ARE TO BE X 8" PLACED P TO CENTER ALONG
PERPENDICULAR
BOTH SIDES OF THE RAMP FLOOR, AMPF
, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER
6.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
5NN
7.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
' 12
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
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 8
STOP
PROVIDE OAESCFIRE
HYDRANTS, INLETS, CCESSIBLE EXISTING
DROBEHIND
ETC. ONTINUOUS
PARALLEL
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
y
AND USED BY PEDESTRIANS
Y
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
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
12`1 MAX- 4.'�a
PERPENDICULAR TO THE CURB:
* \ I I
F
MIJN )K
9.
TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANROT
----
ACCOMMODATE
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
4'M1N
TRAFFIC, REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY
AT * 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 X JK . SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
I1.
WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL).
TYPE C
A 4'x 4'LANDING 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.
12.
ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF
TRUNCATED DOME �n
6"-2.4" C-C
CURB AT ENTRANCES STREET CONNECTIONS THE DETECTIBLE
-.-
o
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
O O O O O
z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
4 $ OOOO OOOOOO OO
THE BACK OF CURB.
LANDING RAMP
V
6
0 0 0 0 0 0 0 0 O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7(
a
+
a
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
-
`,'+
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Iq
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
'
50%-65% OF BASE
TOP DI TER
DIAMETER -
0 0 0 0 0 0 0 0 0 0 0 D O 00
DETECTABLE
AT
WARNING
BACK OF CURB
NOTE 12.
o
0.9"-1.4"
I
L VARIABLE FULL WIDTH OF RAMP FLOOR _I
SEE
I
F LIMITS
DETECTABLE WARNING TRUNCATED DOME
INSTALLED ON A RADIUS DETAIL
TAr
DETECTABLE WARNING
DETAIL
XVDOT
CG-12 DETECTABLE
WARNING SURFACE
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET ICE 5
REVISION DATE
(GENERAL NOTES)
105
203.05
07/15
VIRGINIA DEPARTMENT OF TRANSPORTATION
502
/ I _
X. 5' CONC. WALK
;
---- ------
I
Q
� /
I
EX. ACSA MH (O1dTr1Vi1-1-6)
TOP=69510'
iw
VDOT STD.
CLAREMONT LANE
UT
?
TYP.
(61' PUBLIC R.O.W.)
ININV
68� 35'8"PVC(NW) -
EX MH LID TOO LOW
M
VDOT
VDOT STD. CG-11 -
- - RATS TO 696.5± W - W ENTRANCE-
PL . WALK
SD CURB INLET INRE-CABLE AND -
Vth WI NEW WALK PH E PEDESTALS
TGRAT = I
INV. IN=689.34' 15" CPP (SW)
INV. 0UT=689.28' 15"CPP(NW)
3
SD CURB INLET TMP 55E-1-C
W/GRATE OLD TRAIL VILLAGE CENTER, LL�
TOP GRATE=6954T
15D.B. 4978, PG. 4646 �-
INV. OUT=689.92' " CPP (NE)
NMD ZONING
CG2
NOTE: WHEN A PA ACCESS ROUTE
CROSSES A COMERC UAL ENTRANCE
E
y
SLOPE
THE CROSS SLOPE SHALL BE 2% FOR.
A WIDTH OF 5 FEET.
j
X-STREET APPROACH SAME SURFACING GENERAL NOTES
(RADIUS TO BE AS o Cl AS MAINLINE ROADWAY (SEE NOTE 31
SHOWN ON PLANS) in I 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3
L _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO
1 SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB
OR CG-6 CONFIGURATION.
( NOTE 1) `---
2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
-SIDEWALK- USED WITH THIS STANDARD.
I�EWAL fw
NOTE 5) OPTIONAL UNPAVED SPACE
N FLOW LINE
_ _
---- f---
EXPANSION
JOINT
JOINT
�I
NOTE: WIDTH "B" 2'-0" OR AS �aY MAINLINE ROADWAY
SHOWN ON TYPICAL SECTION.
A
PLAN VIEW
MANLINE ROADWAY SLOPE
10-PARABOLIC CURVE (ENTRANCE ONLY)
EDGE OF PAVEMENT OR
8 % MAX.
CHANGE
OPTIONAL FLOW LINEGRADE
MAINLINE ROADIIY
8% MAX.
GRADE CHANGE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
EXPANSION
OMITTED N THE ENTRANCE.)
JOINT
4. RADIAL CURB OR COMBINATION CURB AND GUTTER
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
EXCEPT FOR REPLACEMENT PURPOSES.
ENTRANCE NOTES
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS
WITHIN THE LIMITS OF THE RADIISHOULD BE
INCREASED TO 7". (SEE CG-13)
�-� D
-- p
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
(SEE
LINE 15 REWIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
NOTE 7)
THE ENTRANCE.
D
'-
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
"D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
_- D
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS.
INTERSECTION NOTES
S. WHEN CG-111S USED FOR STREET CONNECTIONS, THE
M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
OF THE VOOT ROAD DESIGN MANUAL, INCLUDING STOPPING
SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS.
9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
�q'}.- PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE
ll'_IIII2 ACROSS THE INTERSECTION.
B ALLOWABLE ENTRANCE GRADE CHANGES
CLASS A3 . e. . e. . p.' • e.
(H. E.S.)
SECTION C-C
ENTRANCE VOLUME
GRADE CHANGE
'D"
DESIRABLE
I MAXIMUM
MGH
MORE THAN 1500 VPD
0 %
3 %
MEDIUM
500-1500 VPD
13 %
6 %
LOW
I LESS THAN 500 VPD
< 6 %
8 %
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION `vocrr
REFERENCE METHOD OF TREATMENT
ROAD AND BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04
9.
EX. 5' CONC. WALK
•l�
II
�
II
�
I�
I
- W --
I M
I SD CURB INLET
W/ GRATE
IfV.OUT=68733'18"CPP(SE)
I
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
40'
BUILDING LINE
- BUILDING LINE
I
i
TMP 55E-1-G-7
LEW, JOHN K & SUE A
RAYMOND-LEW
NMD ZONING
(RESIDENTIAL)-
TMP 55E-1-G-1
GEARHART, TIMOTHY J
OR LAUREN D
D.B. 5217 PG. 001
TAPPIN NMD ZONING
✓E & v LVEF(RESIDENTIAL)
I
FO 2" BUILDING LINE
ION
I
I
SD CURB INLET W/ GRATE
TOP GR4TE=694 72'
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'
INV. IN=685.90' 18" CPP (NW)
INV. OUT=685.80' 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
BOA•
BLOW -OFF ASSEMBLY
EASEMENT LIMITS
SS
SANITARY SEWER LINE EX. / PROP.
CENTERLINE
COo
CLEANOUT
670
CONTOUR LINE (EX. / PROP.)
MH
MANHOLE <--3:1--
F2.50%
DEGREE / DIRECTION OF SLOPE
SD
STORM LINE (EX. / PROP.)
479.70 +
SPOT ELEVATION
DI d
STORM INLET
HP
HIGH POINT
YDN
YARD DRAIN
LP
LOW POINT
DSo
DOWNSPOUT
DITCH / SWALE
G
GAS LINE (EX. I PROP.)
WATER COURSE
GV@ GMO
GAS VALVE / METER
BM+
BENCHMARK
OHE
OVERHEAD ELECTRIC (EX. I PROP.)
CG-2
VDOT STD. HEADER CURB
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
CG-6
VDOT STD. CURB & GUTTER
PP.C7
POWER POLE
CG-12
VDOT STD. HANDICAP RAMP
LP 0-
LIGHT POLE
HC
HANDICAP PARKING SYMBOL
DIP
DUCTILE IRON PIPE
GUYd
GUY WIRE
RCP
REINFORCED CONCRETE PIPE
EM-
ELECTRIC METER
CMP
CORRUGATED METAL PIPE
Il
TRANSFORMER
PVC
POLYVINYLCHLORIDE PIPE
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
HDPE
HIGH -DENSITY POLYETHYLINE PIPE
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
VC
VITRIFIED CLAY PIPE
PEDO
UTILITY PEDESTAL
FFE
FINISHED FLOOR ELEVATION
SWM / DWM Q/6-6
SINGLE / DOUBLE WATER METER
TBR
TO BE REMOVED
TBT
TO BE TRANSPLANTED
GV A
GATE VALVE
TBS
TO BE SAVED
BOA o
BLOW OFF ASSEMBLY
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
A Lic. No. 35326 w
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F 10-2-20 ?
ss/.CNAL
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
SHEET
44"
MIN.
36"
Q.
• -" (22.5" FOR COMPOUND METER)
'
18 MIN.
—17.5"�
<
37" MIN.
° e
12" MIN. WINGNUT LOCKING ASSEMBLY
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 OF MASONARY
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
d
e'
6" MIN. � 17.5" � 6" MIN.
q
Q
(22.5" FOR COMPOUND METER)
e
fio•
C
TD-16
METER SIZE
DIMENSION
DIMENSION
DIMENSION
A
B
C
1 1/2'
3'1'
5'0'
3'8'
2'
3'1'
5'0'
3'8'
3'
S' MIN.
10' MIN,
4'
S' MIN.
12' MIN.
GREATER
THAN 4'
PROPOSALS WILL BE SUBMITTED.
DOOR HINGES
I I
I
I
I
I
I
LIFT HANDLE
TYPICAL METER VAULT
N.T.S.
FIG. W-7A
TD-14
SIDE VIEW
75' DIAMETER DRILLED
IDLE FOR TOUCH READ
INITS.
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
24' X 36'
ALUMINUM ACCESS
HATCH
VARIES
WATER
ri
RCJ IRHIIVCU JVIIVI fll IIIVVJ
NOTES:
VE BOX
TO METER BOX (SEE FIG. W—
THRU W-7E).
_ I
ES %\\ I \ 2" COPPER
2" CORP. STOP
4" PLUG THREADED FOR
2" COMPRESSION FITTING
• 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-5 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.I. 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% �Q
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
MAIN LINE
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
0
Jan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.comLL
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P�TH OF t�lRG
Alan G. Franklin
�0 Lic. No. 35326 w
0 4,
F 10-2-20 ?
sS'ONAL
ISSUED: 06-11-20
SCALE:
REVISIONS:
1. 10-02-20 - CO. COMMENTS
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.
LANDSCAPE PLANT LIST NOTES:
1. CONTRACTOR TO CONFIRM QUANTITIES, SIZING AND AVAILABILITY CONCERNS TO
LANDSCAPE ARCHITECT. REPORT ANY DISCREPANCIES PRIOR TO ORDERING.
SUBSTITUTIONS WILL BE CONSIDERED IN WRITING ONLY.
2. ALL LAN DSCAPING'GREYED' BACK IS NOT NECESSARILY REQUIRED BY COUNTY STANDARDS.
THESE PLANTS ARE SHOWN FOR SPATIAL REFERENCING PURPOSES ONLY.
3. CONTRACTOR TO INSTALL PLANTS AT THE OPTIMAL TIME IN THE YEAR. ALL PLANTS
INSTALLED ARE SUBJECT FOR INSPECTION. ANY PLANTS NOT DEEMED ACCEPTABLE OR
DAMAGED WILL BE REJECTED AND NEED TO BE REPLACED AT CONTRACTORS TIME AND
EXPENSE.
4. ALL MASS PLANTING AREAS SHALL BE MULCHED. LANDSCAPE CONTRACTOR TO
COORDINATE HOW BED EDGES TO LOOK WITH LANDSCAPE ARCHITECT IN FIELD PRIOR TO
MULCHING EFFORTS. ALL INDIVIDUAL STREETS SHALL HAVE A 4' MINIMUM MULCH RING.
0
PROPOSED 10'-:
DRAINAGE `
EASEMENT `
(PRIVATE) \
'460SF SOD`
I
_LS
BED LIMITS; 37- IG
TYP. I
NOTE:
ADJUST PLANTINGS IN
FIELD TO
ACCOMMODATE FOR
LIGHT POLES nnln�
J
LANDSCAPE _ _ - _ - '
AREA -
EXISTING PROPOSED 10'
PROPOSED 10' STORM DRAIN DRAINAGE
TEMPORARY EASEMENT
CONSTRUCTION (PRIVATE) WATERLINE WATERLINE
7-----4-
----- - --------------- -
-_______ _-____ _ ---
AREA
I
I
I
PROPOSED 10' I
TEMPORARY I
CONSTRUCTION I - 1- LS
EASEMENT
�- 10- BM
29- IG-
DUMPSTER
ENCLOSURE
0 +,
1996 SF SOD
- SAN- - - SAN SAN- ---SAS
LANDSCAPE //
I • I I • AREA I •
----------------- ------ -------------
--------- \ --------------------- ---
BED LIMITS;
TYP. _
EXISTING STREET EX. ACSA SAN. SEWER
TREES; TYP. (NO KNOWN EASEMENT)
11
w w
w- w
EXISTING j
STORM DRAIN
LANDSCAPE CALCULATIONS:
Landscaping Within a Parking Area:
Requirement: An area equal to 5% of paved parking and circulation areas shall be landscaped
Paved Parking and Circulation Area = 15,104 sf
Required Landscape Area = 15,104 sf x 0.05 = 756 sf
Provided Landscape Area = 5,690 sf
[1,100 sf (all mass planting bed areas) + 4590 sf of sodded areas as shown on plans]
Parking Lot Trees:
Requirement: One (1) tree per every ten (10) parking spaces
Proposed Parking Spaces = 44
Required Trees = 44/10 = 5
Provided Trees = 9 Large Shade Trees
Tree Canopy:
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 = 4842.30
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
5- P5
4- LS
1- LS
34- IG
1-LS
LIGHT POLE,-
TYP
PROP. SAN.-
SEWER LAT.
5
j 12- IG
1- LS
250
SOD
AREA
710
SF SOD
� I
0 10' 20' 40'
II
_
I�
1
I
/
I
N
i
L
PROPOSED
WATER SERVICE
j/----------
I
PROPOSED
UTI ITIES
/
l II
EX. UTIITIES�
EX. ACSA
II
I I
Claremont Lane WATERLINE II
c�
w----wa �- - --w--
I I
I
PLANT LIST (REQUIRED):
I
I
I
I
.®r
Label ScientificName
CommonName Quantity Caliper
Height Root Comments
BM Buxus m icrophylla 'John Baldwin' John Baldwin Boxwood
10
24-30" 7 G Dense form; healthy color; uniform branching; 48" O.C.
IG Ilex glabra 'Gem Box'
Gem Box Inkberry
112
18-24" 3 G Dense form; healthy color; uniform branching; 30" O.C.
LS Liquidambar styraciflua 'Rotundiloba' Rotundiloba Sweet Gum
9
1.5-2"
B&B/cont Straight trunk; branching begins at 3; balanced head
PS Prunus subhirtella
Higan Cherry (Autumn -flowering)
5
1.5-2"
B&B/cont Straight trunk; branching begins at 3'; balanced head
SOD Fescue- SOD
Sod
4590
S.F. Freshly cut 3-12 hours prior to installation. No dry ends. Water in immed.
TREE CANOPY
CALCULATIONS:
Gromth 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
(Min.CaLlHt.)
W
(Y)
X + Y =
(R)
(R) T = D
(D)A2*
Qty. x Area of Canopy
Liquidambar styraciflua "Rotundiloba" "Rotundiloba" Sweetgum
9
(1'/z" -1%-)
12
15
27
0.60
16.2
206
1854.1386
Prunus subhirtella'Autumnalis'
Autumn Flowering Higan Cherry
5
(6'1
7
8
15
0.66
9.9
77
384.68925
Buxus & cvs.
Boxwood (Green Mountain, Green Velvet)
10
(1%'-2%') 2 2 4 0.90 3.6
10
101.736
Ilex glabra & cvs. Inkberry Holly (Compacts, Nigra, Shamrock) 112 (1'/:'-2W) 2 4 6
Note: Tree Canopy Calculation table above created and provided by Albemarle County.
0.90 5.4 23 2563.7472
Grand Total: 45904.3
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranldinpe.com
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U Alan G. Franklin /y
A Lic. No, 35326 W
F 10-2-20 ?
SSI.ONAL ��G
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
SHEET
7
OF 10
LUMINAIRE SCHEDULE:
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:
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
B4-1
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
B4-2@90
A (2)
11422803.568
3909144.014
14
168.839
0
9
B4-1-BC
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
B4-1-BC
A(1)
11422714.607
3909089.36
14
33.414
0
13
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.
O 0 10, 20' 40' 80
® ,
\\\\ EXISTING POLE LIGHT- ELECTRICAL
\\ CONTRACTOR TO REPLACE SINGLE -ARM i
\\ BRACKET WITH DOUBLE ARM BRACKET- - -- - - - -
0 REINSTALL METAL HALIDE HEAD ON SIDE
INSTALL
TI
FACING ADJACENT PARKING LOT;
NEW LED HEAD FACING THIS PROJECS I
PARKING LOT- ADJUST WIRING AS NEEDED I I
TO OPERATE BOTH LIGHTS I
EXISTING POLE LIGHT- � I
EXISTING POLE LIGHT- \\\\ TO REMAIN I
TO BE RELOCATED TO \\ _
THE EAST \\--__-------- --
-- \------- -.------------------t� \
_-----�� - -
P� h -0 - P h ry.. h _ N 0 (b w O o o O O O O O
-ti . �*�m- i.-im"--- ?; ..�...,nr�; -a.. - �T�: -4 �'�j-e--o.
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.,�'0. _... -'. '2.7 CONDUIT: TYP.
NOT
C
I
*0.8 - _ _ _ *0.9 � " -1- m m m'� m
9 CONTRACTOR TO PROVIDE (3) 3"
ho0
•
*p_g • ■ :, �1.9
*0.5 `0.7
'1"0
SCH. 40 CONDUIT TO SERVE
'1.0 -� -
BOTH LIGHTING AND IRRIGATION
UNDER PAVING AND SIDEWALKS
/
t, 1.0� -
_
*2.2
' 2.7
1
0.8 -' *1 6 / - 0.7 COORDINATE LOCATIONS IN THE p
'0. FIELD WITH ENGINEER OR
9 1 *0.5 '0.6 * .7 LANDSCAPE ARCHITECT
5 '0.4 Ell 004 3 22 CONTRACTOR CONDUIT
PROVIDE *00 0
0.5 '0.8 .1 1 3"IRRIGATION CONDUIT IN
' 4.5 *1.3 , * '6 '0 5 GENERAL ALIGNMENT WITH
'4 0 _._,v '1.0 ' '0 7 '1.5 .3 it ELECTRICAL CONDUIT
'1.0 ', 4 LOCATIONS {O•
�) a� z.7 1'1.a *0.8 z.s ®
i*4 3 •4.7 '2.4 ' *2.3 '3.2 o - - - - _ - -
'6.5 *4,5 *1.9 '4.J *1.5 *1.8 *4.9 •6 I 5.1 ° •
' '3.8 ' *4.1 "4.0 I
2.5 , ♦ '2.2 .4 .4 *4.1 /
4111
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'0.0
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I I I I I
------ ------ -------------
II
II
II
n
II
I I
II
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If
I K `
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.
6. ALL STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE
DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS.
•
Clairemont Lane
II
I I
d It
I I
I I
J 11
I II
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.
1 D. 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 (Yz) 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.
14. COLOR OF FIXTURE SHALL MATCH EXISTING FIXTURES UNLESS OTHERWISE NOTED.
\ ^ 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.
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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LIc, No. 35326 _-
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�n 10-2-20 \�
4IONAI, t�/
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 -CO. COMMENTS
SHEET
s {, its^in r i
E5225T GCF
® E5225T GCSG
E5225T ACH5
e ® E522ST ACD
NCMRME
PJFNOLY 4
e s"•"mw"mw:mm
ARMMOUNT
Cast aluminum for connextion toarm
NOTE:
MOUNTED TO QUICK -DISCONNECT PLUGS
POLE WITH
BALLAST HOUSING
AN EAL4/1 ARM a alnlnlnNm
BRACKET WITH BALIASTASSEMBLY
PHOTOCELL Mpunced a,, removable aluminum pate
-PORCELAIN SOCKET
Medlum base
-REFLECTOR HOUSING SKIRT
_ Spun Aluminum
- < FULL CUTOFF REFLECTOR
Anodized and segmentetl
FLAT OR SAG GLASS LENS
ACRYLIC HALF SPHERE OR DROP GLOBE
Mounted on hingal aluminum ring with
caplvescrew
series Wdhg LUnlp
Lens Mttledd DIshlAuhon Vol
Options Finish'
ES22ST ,I-'M Hwlaie
GCF Alas CWr1u Flat
S12 ISDMnlwrlan
TBl I-o vpn
Has House side Sold ANBK ebpK
50M MED
GCSG Ga. veer sa9
5R31;sannlwhwl
T11220Bvoh
SF 91sST,,jM ANDB wrkatace
70M MED
ACHS In1lc, sear Ha.sptere
Sill ESCAshi con
1832401ab
DF Da+lbw Fusing ANDG parka.
I pOMt MED
ACDAcel, C,ear CfoRGiW,
SRSS FCOSIdwrlon
T84 D7 vdB
ANPP RI .sa,led.
T 501M MED
347 347 wH
CM Cmlpm Match
CS Cutornsaled
.. ... em
RPL CuloYa
35S MED
50S MED
05 MED
100S MED
,.n ANT
OUE Street LamRS
bOS N1ED
'].�
A$1bAaIPxMOrAP
FUROTIQUE'ALUyBINUM II'OM
4"0 • 16-18'tall
3:374'O. D. x11" High Tenon
3.3/8111 (summ M)
3-375.0.D. x 9' H Igh Tenon
3-31STS (Required for
Furctlque Arm Ell
e a Am
R al
2temal Tenon
-0r0 (Req ulred
for Eurouque Am 4 O
EAKA, fumished
with (8) set screws)
Pole Height
i x4-Hdndhole
0 pening with Dmr and
(2) Sake[ Hd. Sceews
�t
NOTE:
FOUNDATION
DESIGNED BY
STRUCTURAL B"
ENGINEER T
T
o. "0
S leveling height
ANTTOUE Street Tams all law lane rrt AAayn A77 74.
Ania�Iamlr � Fh (51219T/244d.Frn (512197)Ah22
vnM nIITLashe tl Tpssm
EP?
ORDERING INFORMATION
CM100%iM1e Madme. earaloB nanaltl"lure
ihci bail,a,lh Your rreaM.dM wile %
«I meomwda¢rine.
Example: EPAX 12 S4 3-318T11
ANPP OpfforB
PokSeriea Hei ht
Finish'
EPAX ID
ANBK Block
12
GUROuTrat xPoles
14
prypG `DarkGeen
Almnlnum
16
ANVG Van�j6 Glees
18
ANPP Wmotdlted
Qa4 Custom Match
root
Shaft T
$A Ad. Sled
Rai Cosh,
-----
Teflon
O NpnP
RaaeploGes
"fill Standard Tenon
Hoppole Holders
8.310TB Tenonfo Asm[ALA
MD Tenon fo Am FAKA
(sae A.isssectim kr the
eCtdcg a ..f.GAnhaua
Sfreei Lamps)
ipFwSRnlfihs���a,�/�cnfiam avY m'd opfbrtl am3Fhlr mclYn.N aNkgw
rotor? GW.reef La+ixa:
ANCHORAGE GUIDE
Y
5"
g" Dla.
y' Did. Base
Bolt Onto
Handhole
Cal klJum.Two-
PkceBee
Cover _
(a) Socket Hd,
Screws
3l Hot -Dip Galvanized
Anchor Bolts (4 per pole)
ICIM LI G HTI N G DATE: I LOCATION
TYPE: I PROJECT:
AIL I 1 CATALOG
ARCHITECTURAL- APEA'9IT5
ORDERING GUIDE
Example: all-54L-/20-3K&3-UNV-A34-GT-NXSPw30FCLR
CATALOG As
HOUSING
art
ALIT Arch,Wumal
28L 20 20W3,0001m
AM Aixav,595nm'
Be Nice pFmnt Now
UNV Ro-PN
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kalOsre
281 4ONSOWlm
31V 3000IC70CM
2 Typell
L Operamaon AM
347 34N
281 60W7,5001m
3K8 3000K✓m CAI
3 Treat[
R Opticrme doff
480 46ov
3K9 3000K90CBI
Type
28LA5 aSW IO.000Im
Sa-95 95wo500I.
4W Type IVWMe
5AUl 120W, 15.000Im
ANSI 4DOOK80CM
SOM Type VSmaaMadura
54LM5 1551v 9500 in
5N7 50YAC70 Ce
SON Type VSgare Narrow
5108 WOOKa00&
SR Type VRectangmer
SW TypeVWldestound1
A 41 Armrm33-4.2"
DB
can Bronze
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tenon, a=OCA
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fa Tplpetmon.
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an
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7PR-SC !pin PCRwM ¢hpmycap
OF tissues, Flue,
All AWaDM: SO% ourrat at midnight
TO Tandral Bloc
AD-023 AAmOPAsO%anWlmdnyNb4AM
CUR Clear Lens
AD032 AWaOM 50%ouqutlCPM
HDL 011fuss Lams'
ADH42 Astl001M:50%oWputtORA ro4w4
N%SPMF YVaetl M(. RROCNp9rKy Swea.
gmMng Day11gM11a,�gmlg, I4'e`
IOf5P30F voted NX, no Ocapeasy5 oc
L3mrin'mlg Cod,htHe smxUm ,30'+a
NXSPSMF NH Wmeless. RR O<cupamy5enmr,
gmrNmg Daylight Harrtstl,l9. M'+a
NXSPW30F RRtHmw
flr,3g0t
DrmNrg DaytIGM IMrrespng,30' °^
DmmRSCm
nxwE N%wasessEnffiled
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wtmntaeksanaolsvM]PR
FmmounAng hephn upio $'
S0.-0OF Lev vdtagesensator ktl party
-
For sustain, helghMs9 is 40'^
SOaff Rematemnadpragrornabli
vanwesensor.uW wM aCPR640TE
SCPJOF Remom=awolproamenuile
wlegeandesmusewHh SOO MOTE
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m program and camml US
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a Wwaxodoxnalov
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oa
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ewAa
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a 2oio kmm Lglm3.eaMinnmwbealua.w.11m�spe<maaapm6wlenml6mgawlmoutnmce
-- `HUBBELL
)el MmmnWmam-Go,.INLighting
IICIM LIGHTING
FA / b
BOLLARD
ORDERING GUIDE
CATALOG K
HOUSING
PA7S
PA)S Pom.an 7"
O sgwe
Exnmpe. PA75-FT-NLL7-12L-010-SK7-24A4R.�,SWP-UW,94
Fi Flat Top
NU NO UWIgrn
1 Typal
Mont 5K7 HW 0000 nanhallmi 5000K, 70CR1
PT' Peaked Top
CH Cleal traeonral
2 Typeu
1R010.4K) 14W0)0 imernm11m1, 40pOK.70CP1
Lam
3 T III
121U 1 3K7 14WDWOncmlrlallm1, 30001
CL' Clearv.1ne
SHE, Tylelll•Wuseslde
12L-0IDNAe MW Amber 595 rim Peak
OL'a Doxase Vamral
Lars
shield
4 TesaN
Tray
12L-020547 22W (?OrlAllammel mg, SOmKMCTe1
121.420IO nFID000rlpminalbn),4000K70C81
i21-020.31<7 22W pDmrmrmanm am43000K.70 CRI
i2L-0NFAMB 22W, Amba595mm Peak
LV LWvers
Be G,11AWMdem
vermal Isla
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Hill vam&el
ens
24A
2COARGurnmorn
a2A
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42'04H,13mown
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42CH4
43'OAH, Clermel
Camels
42NGC
42'W.. Neural Gray
Gamete
42WHe
AV OAP, Whue
Conanne
42441
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CuUA.P..NIR1. 6d
Cover
42AAORL
42'0AH. Aluminum
Rec
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lend
aPaalImid
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ttMrg Cwn
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Veke Grern$m00111
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Nw. Mcmanurevg150%d",100%
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Swufie sa¢syI=sonware an use
Same SneS}alc Mundeve'Teblet
Sai sue5yrlc Wtreless
Bddge Node
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m14a q naddn f rwnvdlbe
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moue PNIM44bn Gpyl nlepmmtbn
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IR' LpmMrusAuent
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1 Ades s/t5nmrooAH m1
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3 OIyA I66k otiG el 5T�ye VdI6NdWPmmy
4 Fm6aNS9 auseu sap- ROVACe N.
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M1 ItlmmaA Mffi I Olticel.
M
51RSMfmarl6 aarumY xSv mmIW1
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cmhl 91e5'yil Lkeme, CAll Earibp Noba
N VL ■ IK10
6 aaaewro2dsmee smmrtne NA Idl.
kwt.atwa reglal.d mrse.mw Mwkm sit sun
a 2oc mMNI¢+^Pem reaammine con one. PIbp4
par MmmDLawrKxr
9 Atl I wx
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p SFkr"'Aia n634xlnpwvtlpge CFbm ZO8. Z40eM9B0
At 120.efand suIr
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02o2olaml uenaw.. eMilm,aHebmn UErmw.lm.5peunkaaomivaeam rnemoe wmPmnonce - 'HUBBELL
7pl Mmmnnnn eXy-amaelmWle,sC3%07l rela9B.67&IWO/Wabym
wMvJnmligntlw.rnm ._.- Lighting
A EXISTING STREET LIGHT FIXTURE B EXISTING STREET LIGHT POLE C PARKING LOT LIGHT FIXTURE D BOLLARD
9 DETAIL 9 DETAIL 9 DETAIL 9 DETAIL
N.T.S. N.T.S. N.T.S. N.T.S.
Pries Nl.rbar
Pmpm
Type
TECHLIGHT
FEATURES & SPECIFICATIONS
15' Steel 4" Square 11 Gauge Pole
POLE - The pole shaft Is fabrimted from hot rolled cadion steel having a
minimum odd of 50,000 PSI and conforms to ASTM A500 grade C require-
S S P SERIES
men.. The shaft construction Is a single piece of formed steel welded lon-
giMdlnally. The hand hole Is located V above the pole base. A ground 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 Dole shaft and has a circumferential weld on
Mounting Options
me top and halt=.
BASE COVER -A full base cover is provided which encapsulates the base
plate and anchor bolts to provide a dean transitlon from pier to pole.
DM1 DM290 DM2180
FINISH -A Super Durable Polyester powder mat finish Is electrustadcally
applad in our state of me art paint faGllly. Standard micro available: Bracts,
fl
n
BramCustom colors US Green, White. Custocolas available upon request Galvaniz-
'T��
ing and T-Guard treatments available upon request. Additional warranty ex-
LP9J T312
tensions available with these Electorate,
DM390 T238
DM490 T278
Tachnleal Data Boh Chell
Normal Pale Height 1514" Imssaux amreenndm olands 880"
Shaft Dimmeons 151
Side
Wall Gauge ti Gauge TET
Side B Side D
BoH Grda 8:0" 8.Boltsize
314xIVx3'BasePax0runsioms
SitMA
8.0"sq. x.]Sthk
Eat Shipping Weight 1191bs I- 8.0' --{
Drilling Locations
NaM EPA(1.3 Gust) Hard Hole
Sales A B C D
90 mph 1.LocationLocation1D0
Ha Hole X
old[ x
12.1
DM290 X X
f1011Oh 9.4
Ile'
OW180 x x
120 cope 7,4
DMx % X
130 mph 5.8
490
01A490. X X X X
140 mph 4.5
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ORDERING INFORMATION Example:
SSP 15 4 11 BZ T238
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0SP 19 161spninal 4 4-Squem 11 11 Gauge BB Black
DUI DAII One Side Blank None -tar Taman
= Bonae
DN290 0412 Sides at 90' Mounang
MIH 49TRe
DM2180 DRII 2 Sitles at 180' 0 SSA Drif Mount
NDIE: ANCHOR BOLT NITS MUST BE ORDERED
OR US Golan
DN490 Ddll at 90'
AS A SEPARATE LINE ITEM. EACH KIT IS
GLV Galvanized
4 Sides
VSA
OM400 ORII45itles at 90' V VSA D.II Mount
PROVIDED WITH A RIGID TEMPLATE FOR
GLVP- Galvanized anal Painted
T239 2-318'ODTewn(StMdeNl Pamm
INSTALLATION, SEE ACCESSORIES FOR KIT
TO' TGuard lntemal Coati!
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 Ending
ARE TO BE PRE -SHIPPED.
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PARKING LOT POLE
DETAIL
N.T.S.
NOTE:
FOOTING DESIGN TO BE
VERIFIED BY STRUCTURAL
CONSULTANT FOR ACTUAL
SOIL CONDITIONS PRIOR TO
INSTALLATION
SEE PLANS FOR
DETAILS ON POST AND
FIXTURE
ACCESS PANEL
(IF APPLICABLE)
ANCHOR BOLTS TO
BE SUPPLIED BY
MANUFACTURER
2" MIN
4" MAX
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BASE/ANCHOR
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REBAR- (6) #6 W/ #3 TIES
@ 12" O.C. (EXCEPT @ 3"
O.C. FOR TOP 2 TIES)
# 6 GROUNDING
WIRE
NISH RADE
(*) NOTE:
TO BE FLUSH WITH
MAIN FOOTING IF IN
OR ADJACENT TO A
PARKING LOT
SCH. 40 PVC --/
CONDUIT, 2" MIN.
PARKING LOT POLE FOOTING (AT GRADE)
DETAIL
N.T.S.
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DUMPSTER WALL MOUNTED LIGHT
DETAIL
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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Lic. No, 35326 w
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10-2-20 1
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r.ONAL so
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
SHEET
OF 0
Jan Franklin PE, LL(
F
(2) 4'-0" HIGH - 6" DIA. STEEL
PIPE -CONCRETE FILLED 2'
BELOW GRADE W 16" DIA.
b
CONC. FOOTING SET 2'
FROM SCREEN WALL
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5.33'
3.33' 5 3' ,
CMU WALL
W/ BRICK
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VARIES I
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PAINTED
STEEL COLUMNS
CMU WALL
TYPICAL W/ METAL
CLOSER PLATE
"HINGE ANCHOR POST" MIN.
6" STEEL POST, SET 2 FEET
14
DEEP IN CONCRETE FOR
HINGE ATTACHMENT
A
10
PLAN
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
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VERTICAL SIDING
APPLIED STAINED
CEDAR T-0" GATE
FRONT
_
BRICK
ROWLC
CAP
TRASH ENCLOSURE
GATES- VERITCAL
CEDAR SIDING
BRICK
ATTACHED TO 2-3" SOLDIE
W
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(ON
METAL CURS
SLID
B
NSIDE)FRAME
11
EOOCLOI
ELEVATION
"HINGE ANCHOR POST" MIN. 6" STEEL
POST, SET 2 FEET DEEP IN
CONCRETE FOR HINGE ATTACHMENT
METAL LINTEL
BRICK VENEER TO
MATCH BLDG. COLOR
& SIZE
0
"HINGE ANCHOR POST" MIN.
6" STEEL POST, SET 2 FEET
DEEP IN CONCRETE FOR
HINGE ATTACHMENT
DUMPSTER BRICK ENCLOSURE AND GATES
DETAIL, SECTION, ELEVATION, PLAN
0
in
v
N
COMPACTOR ENCLOSURE
GATES- VERTICAL CEDAR
SIDING ON METAL FRAME
T-0" GATE - W/ APPLIED
VERTICAL CEDAR
SIDING
REFER TO PLAN
Ii
SIDE
ELEVATION
N.T.S.
OUTSIDE
m
6" DIAMETER STEEL PIPE BOLLARD
FILLED WITH CONCRETE. IMBED
Z-0" BELOW SURFACE. MOUND TOF
FOR DRAINAGE. PAINT ALL
EXPOSED STEEL SAFETY YELLOW
SW#40a4
CMU BLOCK PAINTED
REBAR REINF. AS
REQUIRED- REFER TO
STRUCTURAL DWGS.
DUMPSTER
CONTINUOUS EXTERIOR GRADE
SEALANT
#4 BARS @ 9" O.C. HORIZONTAL
#4 BARS @ 6" O.C. VERTICAL
V-4„ �t
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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Alan G. Franklin
�0 Lic. No. 35326 w
0 4,
F 10-2-20 ?
sS'CNAL
ISSUED: 06-11-20
SCALE: 1" = 20'
REVISIONS:
1. 10-02-20 - CO. COMMENTS
SHEET
0
OF 10