HomeMy WebLinkAboutSDP202100097 Plan - Approved 2022-02-11 (2)VEHICLE TRIP GENERATION
TOWNPLACE INN AND SUITES
SITE DATA:
TAX MAP PARCEL AND OWNER INFO: TMP 78-9D (07800-00-00-009D0)
ALBEMARLE HOTEL, LLC
195 RIVERBEND DRIVE
CHARLOTTESVILLE, VA 22911
TOTAL PARCEL AREA: 2.4 ACRES
LIMITS OF DISTURBANCE: 2.26 ACRES
ZONING: HIGHWAY COMMERCIAL (HC)
MAGISTERIAL DISTRICT: RIVANNA
ABUTTING PARCELS: TMP 78-9B (07800-00-00-009130)
GUADALAJARA CORPORATION IV
ZONED: HIGHWAY COMMERCIAL (HC)
USE: RESTAURANT
TMP 78-9C (07800-00-00-009C0)
TAP INVESTMENTS, LLC
ZONED: HIGHWAY COMMERCIAL (HC)
USE: NEIGHBORHOOD SHOPPING
TMP 78-11B1 (07800-00-00-011131)
SANDAV, LLC
ZONED: HIGHWAY COMMERCIAL (HC)
USE: VACANT COMMERCIAL LAND
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: RUMMEL, KLEPPER & KAHL, LLP
VERTICAL DATUM REFERENCE: NAVD 88
INITIAL SITE PLAN
COUNTY OF ALBEMARLE, VIRGINIA
DECEMBER 27, 2021
UTILITIES: WATER AND SANITARY SEWER
DRAINAGE DISTRICT: MEADOW CREEK - RIVANNA RIVER WATERSHED
ADJACENT WATERCOURSES: TRIBUTARY TO RIVANNA RIVER
THE SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER RESERVOIR. PROJECT
FLOODPLAIN: THE SITE HAS NO REGULATED FLOODPLAIN ON THE SUBJECT PROPERTY, SITE
REFERRING TO FEMA FIRM PANEL:51003CO287D, FLOOD HAZARD ZONE:X
CRITICAL SLOPES: THERE ARE NO CRITICAL SLOPES THAT EXIST ON THE SITE.
THE SITE CONTAINS MANAGED STEEP SLOPES.
EXISTING LANDSCAPE FEATURES: PREVIOUSLY DISTURBED - GRASS AND SPARSE TREES
ZONING SITE REQUIREMENTS:
USE
CURRENT: VACANT
PROPOSED: HOTEL (119 UNITS; 78,500 GFA)
SETBACKS
BUILDING:
FRONT: 10' MINIMUM FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK OUTSIDE OF ROW
FRONT: 30' MAXIMUM FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK OUTSIDE OF ROW
PARKING:
FRONT: 10' MINIMUM FROM ANY PUBLIC STREET RIGHT-OF-WAY
BUILDING HEIGHT
MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FEET (HIGHWAY COMMERCIAL DISTRICT)
MINIMUM 15' STEPBACK FOR EACH STORY THAT BEGINS 40' IN HEIGHT OR ABOVE THE THIRD STORY,
WHICH EVER COMES FIRST.
PROPOSED MAX BUILDING HEIGHT 60.83' (HIGH PARAPET)
PROPOSED STEP BACK BUILDING HEIGHT 35.83' (PARAPET - 15.92' STEP BACK)
PARKING
REQUIRED PARKING:
HOTEL USE: 1 SPACE PER GUEST ROOM
(1 SPACE X 119 GUEST ROOMS) = 119 SPACES
TOTAL PARKING REQUIRED: 119 SPACES
PARKING PROVIDED: 120 SPACES
IMPERVIOUS AREA
EXISTING IMPERVIOUS AREA: 0.017 ACRES
PROPOSED IMPERVIOUS AREA: 1.66 ACRES
Trio Generation forTownplace Inn and Suites
LAND USE
ITE CODE
AMOUNT
UNITS
WEEKDAY
AM PEAK HOUR
PM PEAK HOUR
ADT
IN
OUT
TOTAL
IN
OUT
TOTAL
Hotel
310
119
Rooms
995
35
30
64
42
30
73
VICINITY MAP
SCALE 111:1000'
OWNER:
ALBEMARLE HOTEL, LLC
195 RIVERBEND DRIVE
CHARLOTTESVILLE, VA
DEVELOPER:
HMP PROPERTIES, LLC
5388 DISCOVERY PARK BLVD STE 300
WILLIAMSBURG, VA 23188
CONTACT: ASIM KUMAR
PHONE: 804-273-9811
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT:
TELEPHONE:
Sheet List Table
Sheet
Number
Sheet Title
C0.0
COVER SHEET
C1.0
NOTES AND DETAILS
1131.1
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS
C4.0
LAYOUT AND UTULITIES
C5.0
GRADING AND DRAINAGE PLAN
L1.0
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES AND DETAILS
L3.0
SITE
LIGHTING
AND
PHOTOMETRIC
PLAN
TOTAL NUMBER OF SHEETS: 9
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
E911
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
ARCHITECTURAL REVIEW BOARD
APPROVED
by the Albemarle County
Community Development Department
Date 2/11/2022
File # SDP202100097
Application Type Initial Site Plan
Lead Reviewer: Kevin McCollum
APPROVAL
DATE
Bryan D. Cichocki 'Z
Lie. No. 53741
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DATE
1212712021
DRAWN BY
Tre Bright
DESIGNED BY
Tre Bright
CHECKED BY
Bryan Cichocki
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JOB NO.
49421
SHEET NO.
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GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED
BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION,
SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING
CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT
OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY
(INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL
CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER
ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER.
THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH
SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE
WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN
ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT
DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT
STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED
PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A
LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE
CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON
PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF
LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A
CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF
CENTRAL VIRGINIAAT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF
ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND
CABLE TV SERVICE TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES)
SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO
REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE
COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE
COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED
AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND
SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH,
TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF
ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE
COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS
PRIOR TO CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE
FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD
AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR
THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND
CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND
GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN
ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE
VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S
REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL
COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE,
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI A117.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A
6:1 STONE WEDGE PLACED AT THE END OF THE DAY
33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER
THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE.
ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL
FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO
NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE
SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE
BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING
SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES.
35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER
SIDEWALKS.
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.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND MUST 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).
10. 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.
11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A
VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
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BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE
CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE
PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER
MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN
OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.
ACSA GENERAL WATER & SEWER CONDITIONS
SEPTEMBER 14, 2021
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 DEAD END 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.
16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW
PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF
THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS.
17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED
PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED.
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PER PLAN
x 4 METAL POST
PER PLAN
CONC.
PAD
PER PLAN
1 x 6
OUTSIDE ELEVATION 3 SIDES
VARIES
VARIES
TL
NOTE: ALL LUMBER SHALL
BE PRESSURE TREATED
INSIDE ELEVATION 3 SIDES
1/
H
Cl
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12' S7
HINGE
DUMPSTER ENCLOSURE DETAILS
4 x 4 METAL POST UNLESS
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ON PLAN
2x4RAIL
CONC.
1 x 4 CAP OVER
OUTSIDE GATE VIEW
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INSIDE GATE VIEW
(TYP.)
3'-0"
1 x 6 TRIMMER
1 x 6 SIDING
3'-0"
-} 12"
POST ELEVATION
VDOT A-3 CONCRETE
21 B STONE BASE FROM
ADJACENT PAVEMENT SECTION
UNDER CURB, 6" MIN. DEPTH
VDOT STANDARD CG-2 CURB
6" MIN.
f'J11:7
CONC CURB AND GUTTER CLASS 3A,
��716-
6"(Pc=3,000 PSI) CONCRETE
13"
j a d ° 7„
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2'-0" -
CONTINUE 21B STONE
COMPACTED BASE FROM ADJACENT
SUBGRADE PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG-6 CURB & GUTTER
2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
8" TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
/ ZCO'MPACTED
\4" 3,000 PSI AIR -ENTRAINED
CONCRETE
SUBGRADE 4" TYPE 21 B STONE COVER
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
Bryan D. Cichocki
Uc. No. 53741
ITA-IN
F
DATE
1212712021
DRAWN BY
Tre Bright
DESIGNED BY
Tre Bright
CHECKED BY
Bryan Cichocki
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CONCRETE SIDEWALK PAVEMENT SECTION
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N.T.S
FIG S-I-D
TD-31
4" DIAMETER STEEL
SIGNAGE NOTES:
PIPE FILLED WITH
CONCRETE. BOLLARD
1.
ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
SHALL BE PAINTED
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
YELLOW
REVISION THERE TO:
A.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B.
THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
PAVEMENT
C.
THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
2'-0" DIAMETER
D.
THE 2000 INTERNATIONAL FIRE CODE.
CONC. FOOTING
2.
SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
=7�—=
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1ABOVE.
3.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
BOLLARD DETAIL
No Scale
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES
—
VILLE THREADS WHICH IS
QTHE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
r6' MIN 2'TOW
(270')
22"VALVE BOX
CU.FT.
STONE-1
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
6" GATE
VALVE
8" X 6"
TEE
RESTRAINED JOINT FITTINGS
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
ilm
iI
SOLID WHITE LINE24"
�(TYP.)
12
STD. (VARIES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
6'
2 2'
(TYP.) Fes-- (TYP.)
STRIPING AND SIGNAGE DETAIL
No Scale
A.
q' "'.. r . .• '
d
a"
6" MIN. 17.5• 6" MIN.
q
Q
a
MIN.
12* MIN.
NOTES:
�— 36"
--17.5"�
44" MIN.
"A'
e�.
37" MIN,
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 (1 1 /2" METER
NTS
FIG. W-7B
TD-15
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH
EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9
SILICONE SEALANT 2„
' T 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
- ml_
6" TYPE 21A STONE COVER
COMPACTED SUBGRADE (CBR 11.2)
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
SIGN
:'35:11�di11�1
SIGN AND POST DETAIL
No Scale
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND
HANDICAP SIGN
LOCATION (TYP.)
2 o
PER
VDOT
STD.0 POST
GALVANIZED
REFER TO VDOT STD STP-1 DETAIL
FOR MOUNTING REQUIREMENTS
HANDICAP SIGN
/ LOCATION (VAN)
8' 1 5' 1 8' 8' 8'
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
1
%E �� OE
CONCRETE BUMPER BLOCK
AS NOTED ON C4.0 & C4.1
`FACE OF
CURB
4"
PAINTED
STRIPE
91 (TYPICAL)
REGULAR SPACE
VAN
6'-8" MIN. AOCC8E 6'-8" MIN.
ABOVE ABOVE
FINISHED FINISHED
GRADE GRADE
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
PARKING SIGNS FOR THE DISABLED
No Scale
Bryan D. Cichocki Z
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THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
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These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
AREA UNDER
CONSTRUCTION
n
I
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/--------- ___ 15'RCP
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I I I 4�,PUBL/C R/Vl% /VE. RET INING WALL
WITO FALL PROTECTION \
STA TE ROUTE /VUArIBER: 17701 BARRIER ON TOP I
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PROPERTY BOUNDARY - r / _ 1 — /EXfSv fir'
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EXISTING LEGEND
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SIGHT DISTANCE RIGHT
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DRAWN BY
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DESIGNED BY
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_ I _ _ \ ` I — i \� / / • CHECKED BY
11I 7 9 , - FOURTH �\ \ - ' / _ r \ / / Bryan Cichocki
ICI i � � ,' ____- _- '�'- � i �
FLOOR 15.94' \ - \� g ' /
BUILDING SETBACK STEP BACK \ • • SCALE
\ RETAINING WALL 12.04' \ \ \ - \ • 1 '=20'
WITH�LL PROTECTION CONCEPTUAL CANOPY _ - 3 - \y� �' / R, /
BARRIER ON TOP \ ' WATER TIE I� ' MAIN ENTRANCE _ - • ' Cb
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----__ �' HF —
—_ -- _ --- JOB NO.
— 49421
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FLOOR 15.94' _ / / _ _ 42 '42 5 /
10' MIN BUILDING SETBACK STEP BACK - ' ' / \ • • SCALE
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--- _ _ --- JOB NO.
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PLANT KEY
TREES
BOTANICAL NAME
ACE OGL
ACER RUBRUM'OCTOBER GLORY'
PLA OCC
PLATANUS OCCIDENTALIS
QUE PHE
QUERCUS PHELLOS
ULM ALL
ULMUS PARVIFOLIA'ALLEE' TM
SHRUBS
BOTANICAL NAME
AROABR
ARONIAARBUTIFOLIA'BRILLIANTISSIMA'
ILE GLA
ILEX GLABRA
ILE WIN
ILEX VERTICILLATA
ITE SPR
ITEA VIRGINICA'SPRICH' TM
GROUND COVERS
BOTANICAL NAME
ECH PUR
ECHINACEA PURPUREA
HYP CAL
HYPERICUM CALYCINUM
RUD HIR
RUDBECKIA HIRTA
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OLYMpI N°
A DRIVE `\ "_
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PROPERTY BOUNDARY _ _ _ _ _ _ _ — — — _ — __-, -_ p LL
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42 .29 16, 9 TW _ \ \ EXISTING VEGETATION NOTE: G X
6' MAX IO G rc az .as ��; \ THE EXISTING SITE WAS PREVIOUSLY CLEARED BETWEEN 2007 AND 2009 i O w
WALL AS CAN BE SEEN IN ALBEMARLE COUNTY GIS AERIAL BASE MAPS. AFTER o ¢ _ v
42� O THE SITE WAS CLEARED SEEDING WAS REESTABLISHED. THE SITE IS u ¢ O
MAINTAINED BY OCCASIONAL MOWING WITH SOME SPARSE TREES THAT u /~ ro
\ v � HAVE TAKEN HOLD WHILE THE SITE HAS AWAITED THE HOTEL MARKET E � w
w -- \ RETURN AFTER THE 2009 DOWNTURN. of �
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PROPOSED BUILDING 257 •� M.RACHNER
I � TC I FFE=427.40' N � • \
Z I . I 427.96' I I � �� \ • CHECKED BY
F. HANCOCK
I
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O I 42 5' 9'
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+T WAL I 22 ° ° I FFE=428.65' - 9 18 \ . \' • 1 "=20'
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I / 427_ zo'
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� 42ssB' 6-4 � A
219' _ o \\ PROPERTY BOUNDARY •
i FFE=428.65'-\ 42
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\ \ —434 R28'J 435 53' / ' R20' a W
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�q3 435.95' v 35 435-435 ,' 95'APPROXIMATELY �
�' TO OLYMPIA DRIVE m Q
\ R25' \ / — — 36 36 ' I-1 J
_--
��43j 18, Tc � �' � � W � V
`�3,� u 0
155' APPROXIMATELY TO J 434 R25, '
TOWN AND COUNTRY LANE __-- R1 G �
T 6.84'O TC i ��u
i
43� a36.zr � �� � �' �
i O
/ JOB NO.
49421
/ SHEET NO.
L1.0
_r
HEIGHT VARIES
WITH PLANTS
12" MIN.
i
EDGE OF BUILDING,
WALK OR STRUCTURE
VOIDS
MULCH LINE
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS & TREES
TRIANGULAR INFILL SPACING
PLANT PERIMETER
AT INDICATED SPACING
PLANT UP TO EDGE OF SHRUBS
UNLESS OTHERWISE NOTED
PLANT
2-3" MULCH LAYER
1" COMPOST LAYER
AMENDED SOIL MIX
UNDISTURBED EARTH
GROUNDCOVER/ PERENNIAL PLANTING
NOT TO SCALE
co
L
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUTAWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP y3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
V Il IvlL 1 "n
DECIDUOUS TREE - STAKING SPECIFIED
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP y3 OF BALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW -RELEASE GRANULAR
FERTILIZER
�)_ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
atm PROVIDE MULCHAND OVER
Cc VSAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER
a,I�I�r�1�1�4rr1�1�4y4hylli t?; E���
.._..
ROOTS
SCARIFY BOTTOM AND SIDES B&B CONTAINER
OF PIT
SHRUB PLANTING
NOT TO SCALE
PLANT SCHEDULE
TREES
CITY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
ACE OGL
3
ACER RUBRUM'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2" CAL.
B&B
425SF
PLA OCC
8
PLATANUS OCCIDENTALIS
AMERICAN SYCAMORE
2" CAL.
B&B
1308SF
QUE PHE
5
QUERCUS PHELLOS
WILLOW OAK
2" CAL.
B&B
395SF
ULM ALL
12
ULMUS PARVIFOLIA'ALLEE' TM
ALLEE LACEBARK ELM
2.5" CAL.
B&B
423SF
SHRUBS
CITY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
ARO ABR
53
ARONIA ARBUTIFOLIA'BRILLIANTISSIMN
BRILLIANT RED CHOKEBERRY
24" HT./SPRD.
CONTAINER
ILE GLA
44
ILEX GLABRA
INKBERRY HOLLY
24" HT./SPRD.
CONTAINER
ILE WIN
47
ILEX VERTICILLATA
WINTERBERRY
24" HT./SPRD.
CONTAINER
ITE SPR
58
ITEA VIRGINICA'SPRICH' TM
LITTLE HENRY SWEETSPIRE
24" HT./SPRD.
CONTAINER
GROUND COVERS
CITY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
ECH PUR
163
ECHINACEA PURPUREA
CONEFLOWER
1 GAL.
CONTAINER
HYP CAL
106
HYPERICUM CALYCINUM
CREEPING ST. JOHN'S WORT
1 GAL.
CONTAINER
RUD HIR
105
RUDBECKIA HIRTA
BLACK-EYED SUSAN
1 GAL.
CONTAINER
STREET TREE REQUIREMENTS
*per Sec. 32.7.9.5 of the Albemarle County Code.
STREET
FRONTAGE
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
TOWN AND
COUNTRY
114 LF
1 LARGE SHADE TREE PER 40 LF
(114.40) = 2.85
3 LARGE SHADE
3 LARGE SHADE
OF FRONTAGE
TREES
TREES
LANE
OLYMPIA
459 LF
1 LARGE SHADE TREE PER 40 LF
(459-40) = 11.46
12 LARGE SHADE
12 LARGE SHADE
DRIVE
OF FRONTAGE
TREES
TREES
INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS
*per Sec. 32.7.9.6 of the Albemarle County Code.
REQUIREMENT
PARKING LOT AREA
CALCULATIONS
REQUIRED
PROVIDED
5% OF GROSS PARKING
39,687 SF
39,687 x .O5 = 1,984.35 SF
1,985 SF
2,948 SF
AREA
INTERIOR PARKING LOT TREE REQUIREMENTS
*per Sec. 32.7.9.6 of the Albemarle County Code.
PARKING LOT
REQUIREMENT
PARKING SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 LARGE SHADE
13 LARGE SHADE
13 LARGE SHADE
PARKING LOT 1
TREES PER 10
122 PARKING SPACES
122/10 = 12.2
PARKING SPACES
TREES
TREES
TREE CANOPY REQUIREMENTS
*per Sec. 32.7.9.8 of the Albemarle County Code.
REQUIREMENT
SITE AREA
CALCULATIONS
REQUIRED
PROVIDED
10% OF THE LOT AREA IS
TO BE COVERED BY TREE
104,544 SF
104,544 x .10 = 10,454.40 SF
10,455 SF
18,790 SF
CANOPY
GENERAL NOTES
PRE -CONSTRUCTION
w T`�II o. 14
09/20/21 s
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DATE
1212712021
DRAWN BY
M.RACHNER
DESIGNED BY
M.RACHNER
CHECKED BY
F.HAN000K
SCALE
N/A
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. am
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND ,� //�•�
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND U) V
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY LL] IJ-i
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT U
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. I --I
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS Uj
AND CONTRACT SPECIFICATIONS. '' ^^
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER V / Q 0
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED z
PER TEST RESULTS TO ENSURE PLANT HEALTH. 0 ND In
CONSTRUCTION/INSTALLATION >
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY 7
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT 7Z 2: LU
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK' Z w
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND I --I m
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING Q O
THE DESIGNATION OF BOTANICAL AND COMMON NAME. Uj L 7
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING U 0 O Z
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT Z LU
INTERFERE WITH SIGHT DISTANCES. J O
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE 0- U Q
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS Z / 1
WHICH AFFECTS THE GUARANTEE. 3: (A J (
INSPECTIONS/GUARANTEE VQI
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE O Z
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL 0 Q
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD J
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY. -
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
JOB NO.
49421
SHEET NO.
L2.0
0,0 0.0
PROPERTY BOUNDARY 0.0
Luminaire Schedule
Symbol
Qty
Label
LLF
Luminaire
[MANUFACI
Description
Lumens
13
P
0.950
16903
U.S.
RZR-PLED-IV-FT-80LED-700MA-NW-HS
ARCHITECTURAL
LIGHTING
II
II----------------------
0 L Y M
II
11
I
1
/4�74 -T1&7" , i _ '1, -
/42T 0' 1 , N23
+ " + .- + + +
6' MAX U ( 6 1.5 J3.D 4T� 4.3 3 2�.s
WALL / 425 Q24
_-- __-- 0.�,: 6. /"1. 2, .6 4 + 7 3 3.2 3. 3..
F
w 0 1 1.9 -. 3.6 31 3. 0 9 A- =-
BW
Z 1
416.49' 1 TC
r 4+ _
Q 0 1 .9 2.9 3.25 3.6 3.4 .1 3. 2. 5 2.4 2.
I F_ R20' -
J I I
ICI
0 ¢Y''9U 13 0 .0 .0 4A_.3 2.8 2 2.1 2 Q + .1
0. I� 3/3 4.6 -,. - .6
1 22'
., .
+
Z 3.4 3.8 2.5 1.9 5 1.1 0.9
C `
1 .: NTI� _ FFE-4:
H . � _ -
0.. 3.0 [/3.9 "3.9 3.1-. 1 +1.6 .2 0.7 �°`)
U q 3.4 3. 6 / 3�.8 = . FE=427.00'
FFE=426. 8'
12� I 0 3.1 1 t. 4. 0 00,
Z 1
1 I
sWAALL 2 0 2. e 3.
I
Z 0 : ^ 2 +0 . iAb:. 2 .'7
Eta I i� -
f
0 .3 0 + 3 I
bmitted by Lighting Virginia -Central
Catalog Number:
Type:
1"My
Job Name:
RZR-PLED-IV-FT-80LED-700MA-NW-
LIGHTING
Crozet Self -Storage
XX-XX-HSPLED
P
VIRGINIA
Architect: TIMMONS
Notes:
4gMEyy
LV - CENTRAI.21-35536
SOLID STATE AREA LIGHTING
PROJECT NAME:
PROJECT TYPE.
BAZAR SERIES
-LED
S P E C I F I C A T I O N S
OPTICAL HOUSING
Heavy cast low copper aluminum (A356 alloy; <0.2% copper)
assembly with integral cooling fins.T a Optical Panel mounting
surface is milled flat (surface variance <x .002") to facilitate
thermal Transfer of heat to housing and cooling fins. Solid barrier
wall separates optical and electrical compartments.The optical
and electrical compartments are integrated To create one
assembly. Minimum wall thickness is .188".
ELECTRICAL HOUSING w/INTEGRATED ARM
Heavy cost low copper aluminum (A356 alloy; <0.2% copper)
assembly with Integral cooling ribs surrounding the electrical
compartment and a flat surface on the Top of the arm To
accommodate a photocell receptacle. Solid barrier wall7:"-"MT
separates optical and electrical compartments. The optical
compartment and electrical compartment with The integrated
support arm combine to create one assembly. Minimum wall,.hicY^oss a 188" C-t d hi,g,A d,i, .,e.
iamblyintegrated with wiring compartment cover.
PLED'OPTICS
Emitters (LED's) are arrayed on a metal core PCB panel with each
emitter located on a copper thermal transfer pad and enclosed
RAZ
by an LED refractor. LED optics completely seal each individual
emitter to meet on IP66 rating. In asymmetric distributions. a
(MODELS: RZRM. RZR. RZR-G&RZR-MAF•) PATENTPENDING
micro -reflector inside the refractor re -directs the house side emitter
output towards the street side and functions as a house side
shielding element. Refractors are Infection molded H12 acrylic.
Each LED is To the PCB
refractor sealed over an emitter and all
refractors are retained by an aluminum frame. Any one Panel, or
T
group of Panels in a luminaire. have the same optical pattern. LED
refractors produce standard site/area distributions. Panels are
A
field replaceable and field rotatable in 90' increments.
LED DRIVER(S)
Constant current electronic with a power factor of >.90 and a
RZR-G °
minimum operating temperature of 40*F/40*C. Driver(s) is/are UL
1
and cUL recognized and mounted directly against the Electrical
c
T
Housing to facllltate thermal transfer, held down by universal
D
D
clamps to facilitate easy removal. In -line terminal blocks facilitate
i
whiny between the driver and optical arrays. Drivers accept an
Input of 120.277V, 50/60Hz or 347V-48OV, 50,6014z. (0 - 10V
dimmable driver is standard. Driver has a minimum of 3KVrot internal
j
surge protection. Lumlatio supplied with 20KV surge protector for
RZR, RZRM & RZR-MAF• A
field accessible Installation.)
owl I
LED EMITTERS
1
High output LED's are utilized with drive currents ranging from
°
35OmA to 1050mA. 70CRI Minimum. LED's are available in
standard Neutral White (4000K), or optional Cool White (5000K) or
RZR & RZRM c
T
Warm White (3000K). Consult FFactory for other LED options,
D
AMBER LED's
1
PCA (Phosphor Converted Amber) LED's utilize phosphors to
create color output similar to LPS lampand have aslight output
RZR-MAF* c o
in the blue spectral bandwidth. TRA rue Amber) LEED's utilize
T 7
material that emits light in the amber spectral bandwidth only
without the use of phosphors.
FINISH
Electrostatically applied TGIC Polyester Powder Coat on substrate
prepared with 20 PSI power wash at 140*F. Four step media blast
and iron phosphate pretreatment for protection and paint
adhesion. 4001F bake for maximum hardness and durability.
MAST ARM FITTER/ELECTRICAL HOUSING
Replaces standard Electrical Housln . Fits standard 2 3/8. O.D.
FIXTURE
A
B
C
C
RZR-G
16•
36.6•
s•
r
soimm
vmnn
Tans
rwn.n
RZR
14.76•
26.26•
2.76•
6.6'
sTEmm
nemm
T9,m
lffnvn
RZRM
II.s•
zz•
2.6•
szs•
zae,I,n
5R
amm
lsmm
RZR-MAF
IS-
26.26-
i6•
4'
]Blmm
T'Lmn
6Nvn
1f0Tvn
horizontal tenon.Two (2) straps with two (2) bolts each encircle •DLC PENDING As OF ]/19
The lower half of the Tenon. Upper half of The Tenon rests on
self -centering steps that position the angle of the luminaire at 0'.
+1.5'. +1.5 or +3' up from The horizontal. All hardware is stainless
steel. C UL us E MADEINTHE
teTto usift 2020248
eao A�,�wa wmm.. cA cessl
U.S. Architectural Lighting :[mgl�wmoTafroll� U.S.ARCHITECTURAL
2.77> 3.2 3.7 3 ,,2.7 4y- 0.5 SITE LIGHTING FIXTURE CUT SHEETS
i
n
+ I+ � V2 w+2 + + + 1+
ol. 12.3 2.9 3.� 6 .1 1. LS .4 0.
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2
1.4 1.7 .1 2.2 '2,0 8 .7 2.7 ,0,.4 0.2
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T I2,� 9' 18 N • 2.
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\ \ 2
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v427 2 2 M
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1.0 �4172+ 5 +0.6 +0.8 4 1.6 2.0 .2.6 3.2 6 ++ 0.2 0.1 p
+ +
\ \ 2.19' - / PROPERTY BOW <
v v I 1 =- --428
423.91' \� p1 0 6 4. Ir 3. 5 3. 8 427 • 7 i. 7 1, 1. __ +1 .2: 1 j 3 1 ..,2 N +0 .7 �0 6 U. 5 +0 .5 1. 3 . 7 2 1 2. 4 2. 3 _ 1 1. 3 1./3 \ -P 0. 1
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