HomeMy WebLinkAboutSDP201900013 Review Comments Final Site Plan and Comps. 2019-09-20SIGNATURE BLOCK
CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
BUILDING OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
PROJECT CONTACT LIST
DATE
APPLICANT/DEVELOPER
MMEE
COMPANY
THE REBKEE COMPANY
2800 PATTERSON AVENUE, SUITE 200
RICHMOND, VA 23221
TEL: (804) 419-0747
CONTACT: PAUL SPROUSE
EMAIL: PSPROUSE@REBKEE.COM
CIVIL ENGINEER
Kimley*Horn
KIMLEY-HORN AND ASSOCIATES, INC.
1700 WILLOW LAWN DRIVE, SUITE 200
RICHMOND, VA 23230
TEL: (804) 672-4709
CONTACT: RYAN PERKINS, P.E.
EMAIL: RYAN.PERKINS@I<IMLEY-HORN.COM
SURVEYOR
�ENNINGSTEPHENSON,P.C.
JENNINGSTEPHENSON, P.C.
10160 STAPLES MILL ROAD, STE 103
GLEN ALLEN, VA 23060
TEL: 804-545-6235
CONTACT: TROY STEPHENSON
EMAIL: TSTEPHENSONCJSPC-VA.COM
ARCHITECT
CUHACI & PETERSON
921 PENLLYN-BLUE BELL PIKE
BLUE BELL, PA 19422
TEL: (215) 641- 4830
CONTACT: SUE LEVERENCE
EMAIL: SUEL1@C-P.COM
WAWA CONTACT INFORMATION
wwa
WAWA, INC.
260 W. BALTIMORE PIKE
WAWA, PA 19063
TEL: (267) 273-3575
CONTACT: JEB BELL
EMAIL: JEB.BELL®WAWA.COM
OWNER
PANTOPS CORNER, LC
1100 HARRIS STREET
CHARLOTTESVILLE, VA 22903
MIKE McGOWAN
FINAL SITE PLAN FOR
Wawa
SDP2019-00013
OUTPARCEL AT PANTOPS CORNER
ALBEMARLE COUNTY, VIRGINIA
RIVANNA MAGISTERIAL DISTRICT
VICINITY MAP PROJECT DATA (WAWA PARCEL)
PANTOPS
CORNER
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WAWA SITE
RICHMOND ROAD
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VICINITY MAP
SCALE: I" = 500'
WAWA INFORMATION
BUILDING AREA:
6,049 SF
BUILDING TYPE:
W50 FB I VA
CANOPY CONFIGURATION
TRIPLE STACKED
CANOPY TYPE:
A -FRAME
# OF MPD'S:
9
TYPE OF MPD'S:
(9) 3+1
MISS UTILITY OF VIRGINIA
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FMI
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CALL BEFORE YOU DIG
811
I TAX MAP ID: 1 78 1
PARCEL GPIN NUMBERS:
CIVIL SHEET INDEX
SHEET NUMBER
SHEETTITLE
CA-100
COVER SHEET
CA-101
GENERAL NOTES
CA-102
PROFFERS AND CONDITIONS OF APPROVAL
CV-101
EXISTING CONDITIONS
CV-102
PANTOPS CORNER SDP2018-00089 &
WP02018-00088 PH I IMPROVEMENTS
CS-100
BOUNDARY PLAN
CS-101
SITE AND UTILITY PLAN
CS-501
SITE DETAILS
CS-502
SITE DETAILS
CS-503
SITE DETAILS
CS-504
SITE DETAILS
CG-101
GRADING PLAN
CG-102
STORMWATER MANAGEMENT
CG-103
DRAINAGE AREA MAP
CG-104
OVERALL DRAINAGE AREA MAP
CG-301
UTILITY AND STORMWATER PROFILES AND
CALCULATIONS
CG-501
STORMWATER DETAILS
CP-501
PLANTING NOTES AND DETAILS
CL-101
LIGHTING PLAN
CL-501
LIGHTING CUTSHEETS
CL-502
LIGHTING CUTSHEETS
78-5A (IN PART) I PROJECT DATA (PANTOPS CORNER)
I TMP: I 07800-00-00-005AO I
ZONING CASE:
ZMA201300002
EXISTING USE:
VACANT
PROPOSED USE:
GAS STATION/CONVENIENCE STORE
EXISTING ZONING:
HIGHWAY COMMERCIAL
OVERLAY:
ENTRANCE CORRIDOR; STEEP SLOPES - MANAGED
EXISTING SITE AREA:
1.78 AC. (AFTER R/W DEDICATION ALONG 250)
BOUNDARY DIMENSIONS
418 FT x 211 FT (f)
LIMITS OF DISTURBANCE
1.63 ACRES
BUILDING AREA:
6,049 SF (BUILDING); 7,777 SF (CANOPY)
SOURCE OF BOUNDARY AND TOPO
ALTA SURVEY PROVIDED BY JENNINGSTEPHENSON PC ON
MAY 30, 2018. TOPOGRAPHY SHOWN IS BASED ON
PROPOSED CONDITIONS FROM PANTOPS CORNER
DATUM:
HORIZONTAL - NAD 83
VERTICAL - NAVD 88
BENCHMARK
DATUM FOR TOPOGRAPHY IS NAVD88
BUILDING HEIGHT MAXIMUM:
65 FT
BUILDING HEIGHT PROPOSED:
33 FT f
FUEL CANOPY CLEARANCE:
14'-6"
FUEL CANOPY HEIGHT
22'-11"
DISTANCE TO INTERSECTION:
570' TO STONY POINT ROAD
1 PARKING SPACE / 100 SF OF RETAIL SALES AREA
FOR THE FIRST 5000 SF OF RETAIL SALES. RETAIL
PARKING SPACES REQUIRED:
SALES = 80% OF THE GFA
48 PARKING SPACES REQUIRED
PARKING SPACES PROVIDED:
48 SPACES (2 ADA)
ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA
AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER
FLOOD PLAIN:
51003CO287D AND DATED FEBRUARY 4, 2005
(SITE NOT WITHIN A 100-YEAR FLOOD PLAIN)
FRONT: 10 FT MIN, NO MAX (ALONG R/W)
SIDE AND REAR: IF THE ABUTTING LOT IS ZONED
RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO
HISTORIC DISTRICT: (i) NO PORTION OF ANY
STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED
CLOSER THAN 50 FT FROM THE DISTRICT BOUNDARY;
BUILDING SETBACK:
AND (11) NO OFF-STREET PARKING OR LOADING SPACE
SHALL BE LOCATED CLOSER THAN 20 FEET TO THE
DISTRICT BOUNDARY ; IF THE ABUTTING LOT IS ZONED
COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE
SHALL BE CONSTRUCTED AND SEPARATED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE
BUILDING CODE
MANAGED BY RETAINING WALLS PROPOSED WITH
STEEP SLOPES:
PANTOPS CORNER SITE PLAN
SITE LIES WITHIN THE UPPER RIVANNA RIVER
WATERSHEDS:
WATERSHED. THE SITE IS NOT WITHIN A WATERSHED OF
A PUBLIC WATER SUPPLY
EXISTING BUILDINGS: 0.00 ACRES
EXISTING PAVEMENT: 0.28 ACRES
EXISTING SIDEWALK: 0.06 ACRES
EXISTING OPEN SPACE: 1.75 ACRES
LAND USE SCHEDULE:
PROPOSED BUILDINGS: 0.34 ACRES
PROPOSED PAVEMENT: 0.98 ACRES
PROPOSED SIDEWALK: 0.07 ACRES
PROPOSED OPEN SPACE 0.70 ACRES
PARCELS IMPERVIOUS AREA:
1.39 ACRES; 60,548 SF (78.17)
PAVED PARKING AREAS: 1 0.83 ACRES; 36,054 SF (46.6%)
(DATA PROVIDED FOR REFERENCE ONLY PER SDP 201800089)
TAX MAP ID:
78
PARCEL GRIN NUMBERS:
78-58G1, 78-5B, 78-5E, 78-5C
TMP:
07800-00-00-005880, 07800-00-00-05BG1
ZONING CASE:
ZMA201300002
WP0201800088 (PANTOPS CORNER VSMP PLAN);
WP0201400028 MASS GRADING AND E&S CONTROL
PLAN REFERENCES:
PLAN FOR PANTOPS CORNER, APPROVED 6/11/14;
SUB2019-00024 (PANTOPS CORNER ROAD PLAN)
EXISTING USE:
VACANT LOT
PROPOSED USE:
NEW 122 ROOM HOTEL AND PROFFERED ACCESS ROAD
EXISTING ZONING:
HIGHWAY COMMERCIAL
ENTRANCE CORRIDOR; STEEP SLOPES - PRESERVED;
OVERLAY:
FLOODPLAIN HAZARD (PARCEL 78-58G1)
STATE AND FEDERAL DAM BREAK INUNDATION ZONES
OVERLAY PARCELS
EXISTING SITE AREA:
6.10 AC
BUILDING AREA:
15,393 SF (BUILDINGS)
SOURCE OF BOUNDARY AND
FIELD SURVEY PROVIDED BY ROGER W. RAY &
TOPO
ASSOCIATES, INC. ON MARCH 23, 2018. UPDATED XY
DATA ON OCTOBER 16, 2018
DATUM:
NAVD 88
BENCHMARK
DATUM FOR TOPOGRAPHY IS NAVD88
BUILDING HEIGHT MAXIMUM:
65 FT
BUILDING HEIGHT PROPOSED:
65 FT
PARKING SPACES REQUIRED:
HOTEL: 1 SPACE PER ROOM. 122 ROOMS = 122
SPACES
HOTEL: 122 SPACES
PARKING SPACES PROVIDED:
LOADING SPACE: AREA/PULL-UP UNDER CANOPY
WILL SERVE AS LOADING SPACE
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP,
FLOOD PLAIN:
EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY
PANEL 51003CO287D), PORTIONS OF THIS PROPERTY
LIE WITHIN A ZONE AE 100-YEAR FLOOD PLAIN
FRONT: 10 FT MIN, NO MAX (ALONG R/W)
HOTEL COMPLIES WITH STEPBACK FRONT
BUILDING SETBACK:
REQUIREMENT. FOR EACH STORY THAT BEGINS ABOVE
40FT IN HEIGHT OR FOR EACH STORY ABOVE THE
THIRD STORY, WHICHEVER IS LESS, THE MINIMUM
STEPBACK SHALL BE 15FT.
STEEP SLOPES:
MANAGED AND PRESERVED SLOPES ARE SHOWN ON
EXISTING CONDITIONS SHEET
STEEP SLOPES - MANAGED
MANAGED SLOPES BY RETAINING WALLS PROPOSED ON
PANTOPS CORNER IMPROVEMENTS SHEET
-
SITE LIES WITHIN THE UPPER RIVANNA RIVER
WATERSHEDS:
WATERSHED. THE SITE IS NOT WITHIN A WATERSHED
OF A PUBLIC WATER SUPPLY
EXISTING BUILDINGS: 0.109 ACRES
EXISTING PAVEMENT: 0.195 ACRES
EXISTING OPEN SPACE: 5.795 ACRES
LAND USE SCHEDULE:
PROPOSED BUILDINGS: 0.353 ACRES
PROPOSED PAVEMENT: 1.866 ACRES
PROPOSED SIDEWALK: 0.336 ACRES
PROPOSED OPEN SPACE: 3.545 ACRES
PARCELS IMPERVIOUS AREA:
2.55 ACRES (41.9%)
PAVED PARKING AREAS (PLUS
1.88 ACRES (30.8%)
ADJACENT TRAVEL WAYS):
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CONSTRUCTION STANDARDS
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE
DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND,
UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING
REFERENCE DOCUMENTS:
A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS
B. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE
SPECIFICATIONS
C. VDOT ROAD AND BRIDGE STANDARDS
D. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
E. VIRGINIA WORK AREA PROTECTION MANUAL.
F. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH)
G. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS
CONSTRUCTION NOTES
1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL
CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL
APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES
DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION
DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
ON -SITE AT ALL 'TIMES DURING CONSTRUCTION.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND
SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF
CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION.
FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE
OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED
BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED.
ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN
ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES
ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL
NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES
WITHIN THE PROJECT SITE.
6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE
DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT
SECTIONS SHALL 13E RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION
AT THE EXPENSE OF THE CONTRACTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY
PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING
CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION.
8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY
WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO
CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE.
9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN
ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5%
AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP
RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN
STANDARDS.
10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM
THE PROJECT SITE:. AND DISPOSE OF SAME IN A LEGAL MANNER.
11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT
LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED
AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED
WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW
SURFACE COURSE.
12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT
AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF
CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW
PRODUCTS.
13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC.
AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS
PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE
CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE
INHIBITED BY ANY OTHER SITE FEATURES.
14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION
OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR
DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND
NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR
WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE
AFFECTED ITEM.
15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION
SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS
AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT
BUILDING UTILITY LOCATIONS.
17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE
NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH
T PAYMENT OF
N HE
DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL LL BE RESPONSIBLE FOR
ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT
THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE
CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH
COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES,
COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.
18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR
EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE
BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS
INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE.
19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE
APPLICABLE BY THE CONTRACTOR.
20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER
DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND
SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN
HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO
PUBLIC SAFETY.
DEMOLITION LAND DISTURBANCE NOTES
1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO:
A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED
ON SITE AND AVAILABLE FOR REVIEW.
B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE
PROTECTION MEASURES PRIOR TO SITE DISTURBANCE.
C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING,
BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE,
CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR
SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY
NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES.
D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR
THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION
THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED
IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS.
E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES
REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO
MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.
2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE
SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A
SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC
AND CONTRACTOR SAFETY.
3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT,
SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE
REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE
TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES.
4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,
DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE
LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.
5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN
CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND
LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF
- WAY.
6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE
RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY.
7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN
ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE,
ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY
THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO
THEIR "PRE -DEMOLITION" CONDITION.
8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH
A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME.
9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE
REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE
TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO
PROVIDE A SAFE WORK SITE.
10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE)
SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE
CODES.
DRAINAGE J STORMWATER NOTES
1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS
AT THE LAST STAGES OF CONSTRUCTION.
2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH
SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF
ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM
DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE
CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER
- 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR
SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED
UNLESS OTHERWISE NOTED.
3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE
DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED
BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER
DRAINAGE ITEMS.
4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE
AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR
PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END
SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY.
5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE.
6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN
RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE
ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION.
7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED
BY APPLICABLE AUTHORITY.
B. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW
PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND.
10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT
FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND
BE INSTALLED ACCORDINGLY.
12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER,
13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR
SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL
ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF.
CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE
DISCOVERED.
UTILITY NOTES
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN
IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE
PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY
DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE
OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN
TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY
REQUIREMENTS.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND
ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS,
AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE
ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH
THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE
ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS
COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING
UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE
NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE.
4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS
NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT
IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804)
673-3882.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN
PLACE.
6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL
UTILITIES (UNLESS OTHERWISE NOTED).
7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH
THE UNIFORM STATEWIDE BUILDING CODE.
8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE
SIGNS AND MARKINGS.
9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING.
10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO
INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION
CONDUITS.
11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS
AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT
EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY
TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT
TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH
ALL APPLICABLE STANDARDS.
TRAFFIC CONTROL NOTES
1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT
ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE
STANDARDS.
2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY
OF ADJACENT ROADWAYS.
3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC
CONTROL PLAN.
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�IRGIN�P
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5932 Fax(434)972-4126
January 10, 2014
Justin Shimp
201 E. Main Street
Charlottesville, VA. 22902
RE: ZMA201300002 Pantops Corner
TAX MAP 78, PARCEL 58G1
Dear Mr. Shimp
On December 11, 2013, the Board of Supervisors approved the above noted ZMA, rezoning the
above noted parcel from Residential — R-1 to Highway Commercial — HC in accordance with the
attached proffers dated November 26, 2013. Please refer to this document for any future
applications and requests on this property.
Please be advised that although the Albemarle County Board of Supervisors took action
on the project noted above, no uses on the property as approved above may lawfully
begin until all applicable approvals have been received and conditions have been met.
This includes:
compliance with applicable PROFFERS;
approval of and compliance with a SITE PLAN; and
approval of a ZONING COMPLIANCE CLEARANCE.
If you have questions or comments regarding the above -noted action, please do not hesitate to contact
Rebecca Ragsdale at 296-5832.
Sincerely,
. Ua
V. Wayne Ilimberg
L',
Director of Planning
Cc: Wynne, John Leigh & James B Wynne
1688 Holcomb Rock Rd
Lynchburg, VA. 24503
Rebecca Ragsdale, Zoning
Elise Hackett, GDS
Tex Weaver, GDS
Original Proffers X __ .
Amendment
PROFFER STATEMENT
ZMA No. 2013-00002
Tax Map and Parcel Number(s): 078000000058GI
Owner(s) of Record: Pantops Corner, L.C.
Date of Proffer Signature: November 26th, 2013
2.246 acres to be rezoned from RI -Residential to Highway Commercial (HQ
Pantops Corner, L.C., is the owner (the "Owner") of Tax Map and Parcel Number 078000000058GI
(the "Property") which is the subject of rezoning application ZMA No 2013-00002, for a project
known as "Pantops Corner" (the "Project").
Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle
County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be
applied to the Property if it is rezoned to the zoning district identified above. These conditions are
proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are
reasonable. Each signatory signing on behalf of the Owner covenants and warrants that it is an
authorized signatory of the Owner for this Proffer Statement.
1. Interconnectivity. Contemporaneously with, and as part of, frontage improvements along
Stony Point Road (RL 20) required in connection with any subdivision plat or site plan for the
Property, the Owner shall construct a private road from Stony Point Road (Rt. 20) across the
Property to and across TMP 78-5A to U.S. Route 250, as labeled Road "A" on Exhibit C-1.
The location, alignment and design of Road "A" may be adjusted with approval of the County
Engineer. The Owner shall record an easement for the private road granting right of public
passage over Road "A" which shall be recorded prior to the request for the first Certificate of
Occupancy for the Property. An access easement to TMP 78- 6 shall be provided subject to an
agreement between the respective owners to share the cost of maintenance and construction for
shared portions of Road "A".
2. No Certificate of Occupancy until Road "A" is complete. The Owner shall not request a
Certificate of Occupancy for any building on the Property until the private road connection
between U.S. Route 250 and Route 20 is completed along with entrance improvements as
required by the Virginia Department of Transportation. Construction of Road "A" shall be
deemed complete when the County Engineer determines the roadway is safe and convenient for
traffic. The location of the private road connections may vary in accordance with entrance
guidelines provided by the Virginia Department of Transportation.
3. Route 20 Widenine. The Owner shall not request a Certificate of Occupancy for any building
on the Property until the Owner has constructed a second north bound lane on Route 20 along
the frontage of the Property such that two full north bound lanes are provided on Route 20 from
its intersection with U.S. Route 250 to the intersection of Road "A" and Route 20.
RI RESIBFNTIAC,
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Title: Manager
Entity: Pantops Corner, L.C.
Tax Map and Parcel Number: 078000000058GI
Proffers for A 2013-00002
Date: 1 26� 13
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392.64
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S89'35'37.27"E
L3
284.46
SO'20'38.87"W
L4
155.34
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. M.78-5K
ETTOR, JAMES OR PEGGY
DB 3713 PG 419
APPROX. LOCATION 16.5' ESMT
FOR AMERICAN TELEPHONE &
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CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
C7
39.00,
18.09,
S58'00'04"E
17.93'
26'34'55"
9.21'
C2
84.00'
66.05'
S22'10'59"E
64.36'
45'03'15"
34.84'
C3
39.00'
61.26'
S45'20'39"W
55.15'
90'00'00"
39.00'
T.M.78-6
MALLOY VII-
APPROX. LOCATION
RICHMOND RD LLC
UTILITY ESMT FOR VEPCO�
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920.90'
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LIC. No. 018585
8/27/19
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SHEET NUMBER Q
CS-100
4III iA i,
FUTURE CROSS ACCESS
VDOT STD. CG-11
ENTRANCE
R
AIR STATION ON 4'X3' CONIC. PAD
WITH BOLLARDS (TYP. OF 2)
SEE DETAIL ON SHEET CS-501
"AIR PUMP PARKING ONLY" SIGN- I
SEE DETAIL ON SHEET CS-501
I, t 25.0'
15' TEMP
GRADING L .
DB 4553 PG 473-486
R1-1 STOP SIGN WITH STRIPING �-
SEE DETAIL ON SHEET CS-501 --
ENTRY/EXIT DIRECTIONAL GT-2
SIGNAGE (TYP. OF 2) INV. 392.07
(UNDER SEPARATE PERMIT) GT_1
391.82
CO-5
INV: 390.14
26 LF OF
T
CARDBOARD DUMPSTER
� (SEE ARCH. PLANS
10 FT FROM
BUILDING SETBACK
INV: 384.80J
(TIE INTO LATERAL FROM
SUB 2019-00024)
VDOT STD. GR-2
RETAINING WALL (2-8 FT) (SEE DETAIL ON
TO BE DESIGNED AND CONSTRUCTED AS PART SHEET CS-503)
OF PANTOPS CORNER DEVELOPMENT PLANS �.
(SEE NOTE 13) i
1 (1) 1.5" DOMESTIC WATER METER. 115 SIGH1
2 LF OF 2" TYPE K' COPPER
WATER LINE PRIOR TO WATER METER
(1) 5/8" RPZ BACKFLOW PREVENTER
WITH UNIONS FOR WINTER REMOVAL
(1) 5/8" IRRIGATION METER (G20 GPM)
.K ALONG PANTOPS (1) 1" CORP. STOP
WAY IS TO BE 2 LF OF i" TYPE 'K' COPPER WATER
iir�cn wv murwc LINE PRIOR TO IRRIGATION METER
SITE NOTES TMi 78-5E
CURB RADII ARE 5.0 UNLESSOTHERWISE 0 ED.
P A N T O P S LC
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED,
3. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE DB 5147 PC 228
AT 2'-0" O.C. 45" TO THE DRIVE AISLE. 1,10 AC
4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR
PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE
USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE).
5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED CORNERS.
6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM THE
STREET FOR EMERGENCY RESPONDERS.
7. AN APPROVED KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT
OR MAIN ENTRANCE. A KNOX BOX CAN BE ORDERED BY GOING ON-LINE WAWA ASPHALT PAVEMENT
TO WWW.KNOXBOX.COM. THE KNOX BOX ALLOWS ENTRY TO THE BUILDING SEE SECTION ON THIS SHEET
W THOUT DAMAGING THE LOCK OR DOOR SYSTEM.
8. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON CONCRETE SIDEWALK
PAVEMENT STRIPING UNLESS NOTED OTHERWISE. SEE DETAIL ON SHEET CS-501
9. REFER TO SHEET CS-502 FOR CONCRETE JOINT SPACING DETAIL.
STANDARD DUTY CONCRETE
10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, SEE SECTION THIS SHEET
DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS.
11. REFER TO SHEETS CS-501, CS-502. AND CS-503 FOR DETAILS. HEAVY DUTY CONCRETE
SEE SECTION THIS SHEET
12. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR
SHALL BE ELIMINATED.
VDOT STANDARD CG-6
13. ALL RETAINING WALLS SHALL BE EAGLE BAY DIAMOND PRO SEGMENTAL CURB & GUTTER
BLOCK WALLS OR EQUIVALENT. PROPOSED COLOR IS "JAMES RIVER
STONE". BUILDING PERMIT NEEDED FOR RETAINING WALLS. SPILLING CURB AND GUTTER
14. WALLS AND SHADED LANDSCAPING ARE TO BE CONSTRUCTED/INSTALLED
flF',41AJ
VENT STACK AND LOCATION OF REMOTE E-STOP
(6'X6' CONIC. PAD WITH 2 BOLLARDS)
SEE E-STOP DETAIL ON SHEET CS-501.
SEE VENT STACK DETAIL ON SHEET CS-503
!-TERRACED RETAINING WALL
TMP 78-5B
PANTOPS CORNER LC
DB 5147 PO 228
0,58 AC
SITE LEGEND 1111UTILITY NOTES 11
7777
1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY
KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION
BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST.
2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND
INCLUDING ELECTRIC, TELEPHONE, AND CATV.
3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER
4 PIPE ON BOTH SIDES OF THE METER.
4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL
g A. BE PROVIDED WITHIN BUILDING MECHANICAL ROOM.
°a
5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN
ALL-WEATHER BOX OR DECORATIVE COVER.
6. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED.
7. ALL EXISTING UTILITIES AND PROPOSED CONNECTIONS REFERENCE
THE PANTOPS CORNER ROAD PLANS SUB 2019-00024.
IGHT TURN LANE
(PROPOSED WITH
OVERALL PLAN)
SIDEWALK ALONG US RTE 250 IS
TO BE CONSTRUCTED BY OTHERS
VDOT CG-11
ENTRANCE.
RIGHT-IN/RIGHT
OUT RESTRICTED.
NT SIGN
I
;I 5 0. 0
2.0" SM-9.5A
BITUMINOUS TACK COAT
4.0" BM-25.0
6" VDOT TYPE I, 21A DENSE GRADED
UNTREATED AGGREGATE BASE
SUBGRADE -STABLE AND COMPACTED TO A
DRY DENSITY OF AT LEAST 95X OF THE SOIL'S
STANDARD PROCTOR MAX. DRY DENSITY (ASTM
D-698) TO A DEPTH 12" BELOW SUBGRADE
ELEVATION.
WAWA ASPHALT PAVEMENT SECTION
DRIVE AISLES/ASPHALT PARKING SPACES
0
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8" AIR ENTRAINED PORTLAND CEMENT
CONCRETE W/ A MIN. FLEXURAL
STRENGTH OF 650 PSI AND MIN. 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI
4-
6" VDOT TYPE I, 21A DENSE GRADED
UNTREATED AGGREGATE BASE
SUBGRADE - STABLE AND COMPACTED TO A
DRY DENSITY OF AT LEAST 95% OF THE SOIL'S
STANDARD PROCTOR MAX. DRY DENSITY (ASTM
D-698) TO A DEPTH 12" BELOW SUBGRADE
ELEVATION.
HEAVY DUTY
CONCRETE SECTION
UNDERGROUND TANK PAD
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LIC. No.046566
8/2711.)
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ELEVATION.
3.1
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DO
STANDARD DUTY
CONCRETE SECTION
Q
SHEET NUMBER
FUEL CANOPY, BLDG. PARKING,
AND DUMPSTER PAD
Cs-1 01
WHITE VINYL CAP
TOWARS
SLOPE ASPHALT
STAINLESS BOLTS
f-1s.37"-I
(TYP.)
ADA
CONSTRAINED
EM RGE
Cy
DIMENSION 10"
4' x 3' AIR MACHINE
' iD
FU LPU
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P
F
MAX
PAD W/ 2 BOLLARDS
[� EXCEL AIR MACHINE
MODEL #SC05
FASTENED WITH
°
°
T
--1
0" r--
'AIR PUMP PARKING ONLY'
SIGN
AIR PUMP
ACORN NUT
10" PVC SLEEVE
24"
10" X 7" WHITE ALUMINUM
BOLLARD
Q
SIGN WITH RED LETTERS
(TYP.) (SEE
•. •
-
BOLLARD
PARKING
6" BOLLARD W/
DETAIL)
(TYP.) (SEE
LEGEND AND BORDER -
COVER
CONCRETE PA
EMERGENCY PUMP
. m
- °
< A' .
"YELLOW
DETAIL )
ONLY
RED BACKGROUND -
WHITE SIGN SHALL BE
CURBS
8"W X 36"D X 6
SHUTOFF BUTTON
CONCRETE PAD
a
R7-8 (12" X 18")
BOLLARD. SEE
(SEE°
UTY CON( ETE
AIR SPACE, AISLE,
—
4' x 3' AIR MACHINET
PAD W/ 2 BOLLARDS
'<
ACORN NUT
SEPARATESEPARATE DETAIL.
DETAIL )
AND ADJACENT
°
;o ¢
a
a
4X4 PRESSURE
CURB
ASPHALT
SPACE TO BE 6"°
CONCRETE
°4 4
y
u
NOTE: SIGNS SHALL MEET THE
DESIGNER NOTE: AIR PUMP TO BE
PLACED INLINE OF SIGHT TO BUILDING.
TREATED POST!
SLEEVED IN WHITE
4" MITE----��
,
•
B.7s"
¢
REQUIREMENTS OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
AIR PUMP PLAN VIEW DETAIL
VINYL
'
,° °
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GALVANIZED
T.O.C.
CONDUIT
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BREAKAWAY
STEEL U POST
N.T.S.
3
I
f�---10'----^�--11'
5' ��
a
AIR PUMP SIDE ELEVATION
6"/8" 4000 PSI
N.T.S.
AIR PUMP PARKING DETAIL
AIR PUMP FRONT ELEVATION
AIR PUMP PARKING SIGN DETAIL
REINFORCED CONCRETE
N.T.S.
N.T.S.
4" BITUMINOUS CONIC. BASE COURSE
N.T.S.
SEAL TIGHT
2" BITUMINOUS CONIC. ASPHALT
\
\
#SRFCLEAN ACE OSTONURSE
E E%PANSION JOINT �6,�
FRONT ELEVATION
rr BOLLARD TO BE CLOSER
To CURB THAN SHUTOFF
SWITCH
" PLASTIC
COVER BY IDEAL
SHIELD. ALL
COVERS TO BE
WHITE
24" MAX
32"
PLAN VIEW
EMERGENCY PUMP
SHUTOFF ("E—STOP) DETAIL
N.T.S.
H.C. PARKING SIGN R7-8 W/ "VAN
ACCESSIBLE" SIGN MOUNTED BELOW
WHERE APPLICABLE (TYP.)
VARIABLE DIMENSION - 5'-0"
AISLE TYP.; 8'-0" AISLE FOR VAN
ACCESIBILITY ADJOINING H.C. STALLS
(1 IN EVERY 8 H.C. SPACES TO BE VAN
ACCESSIBLE)
4" WIDE BLUE
M� PAINTED
STRIPPING
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PURPOSES ONLY
BLUE PAINTED HANDICAP SYMBOL
ADA PARKING SPACE STRIPING DETAIL
N.T.S.
RESERVED
PARKING
v
O FASTENED WITH ACORN NUT
RESERVED LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
PARKING SIGN SHALL BE R7-8 (12'X18')
[��---W.IIE SYMBOL ON
BLUE BACKGROUND
O FASTENED WITH ACORN NUT
VAN WHERE APPLICABLE
LEGEND - GREEN
BACKGROUND - WHITE (RETROFLECTIVE)
PROIDVAN ACCESSIBLE SIGN
ACCESSIBLE 12VX6E WHERE REQUIRED (R7-80
<z
PENAL Y
ti i 32Sa DRsr Z� QEEENSE `"f250ro soµwSSR LEGEND - BLACK
4s BACKGROUND -WHITE (REFLECTIVE)
a COMMUNITf scR.ncc SIGN SHALL BE R7-8P (10'X12')
a TOW -AWAY ZONE . SIGN TO MEET LOCAL REQUIREMENTS••
as
wi
ro£
GALVANIZED
BREAKAWAY STEEL
U POST
NOTE, SIGNS SHALL MEET THE REQUIREMENTS
OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
ADA PARKING SIGN DETAIL
N.T.S.
PROPOSED LLAMA FOOD YARddY'
Intersection
6" J ICI^— " ^7 -
CONCRETE TO ASPHALT TRANSITION DETAIL
SEE ARCH. SPEC. FOR COMPLETE DETAILS
T
Q4
3/8" WIDE x 1" DEEP OV
4"
SAWCUT CONTROL JOINT OON CONCRETE, MIN. 3000 PSI STRENGTH
PARKING LOT STRIPING TO
BE 2 COATS OF WHITE
REFLECTIVE TRAFFIC PAINT
[4"
4" COMPACTED VDOT TYPE I
SEE CONCRETE ,#21-A STONE BASE
SIDEWALK SECTION BROOM FINISH
•
a
-
_ ri —WM >ll i n L= >ll_7
ll1 >7 I� J 1=1 — I�
O�Ea 1LI
COMPACTED IIIEI131AIIE NOTE: REFER TO
GEOTECHNICAL REPORT FOR
FINAL SECTIONS AND DETAILS
APPLY 1/2" THICK PRE -FORMED PLAN SECTION
NOTE: SEE SITE PLAN
EXPANSION JOINT FILTER
FOR PARKING SPACE
LAYOUT AND DIMENSIONS
CONCRETE SIDEWALK
PARKING LOT STRIPING
30"
30"
SIGN PER PLAN
(ALUMINUM, 0.08" THICK,
SHAPE AND SIZE VARIES
5/16" BOLT IN 3/e"
HOLE (TYP. OF 2)
24"
1„
5"
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Rol"
I
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D
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2.0 MIN. IN SIDEWALK
I
°
AND PAVEMENT AREAS
VARIES
2" I.D. SCH. 40
A�CONCRE�PECIFICATION
GALVANIZED STEEL PIPE
TO MATCH
STANDARD CURB AND GUTTER
(WHITE LEGEND, RED BACKGROUND)
SPILLING CURB AND GUTTER (30")
STOP SIGN (R1-1)
R=4"
PAVEMENT /
a
FINISHED GRADE
a
2 COATS OF 4"
77 - - -
- - -
L- l _
N7DE BLUE TRAFFIC
PAINT (TYP.)
1111
I''
BACK OF CURB
lia'.
'
T
11
a
6" DIAMETER - --'
CONCRETE BASE
6"
STRIPE WITH 2 COATS OF WHITE
REFLECTIVE TRAFFIC PAINT
NOTE: DETAIL FOR ALL SIGNS ONSITE,
OUTSIDE OF THE BUILDING AREA
SIGN POST
STOP BAR STRIPING
ADA PARKING SYMBOL
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SHEET NUMBER
CS-501
CG-12
05 DOWELS. B" LONG
AT 12" C-C
PERMISSIBLE
CONSTRUCTION
5'MIN. DINT
12�1 MA%
�E
Zr B
RAMP
RAMP
(SEE TABLE)
A ISEE TML'
TRUNCATED DOMES
SEE SHEET 1 OF 5 FOR DETAILS
5'-D" IN
SHAPE TO MATCH FACE
BACK OF CURB
OF ROADWAY CURB
4
2D1
46
z•MN. SECTION A -A _
B
PERMIssMLE l WITHOUT UFFER STRIP
CONSTRUCTION
JOINT
SECTION B-B
NOTES FOR GENERAL NOTES ON THE DETECTABLE WMNING SURFACE, CROSSWALK
SEE SHEET 10F 5.
THE REQUIRED LENGTH OF A PMALEL RASP TYPICAL PLACEMENT
IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION
SLOPE.
WITHIN CROSSWALK
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
N PERCENT
MINIMUM RM(P LENGTH
IN FEET
0
1
2
3 45
M46
6
w CROSSWALK
a
vt uAx. DIAGONAL PLACEMENT
Q so&'EO JN�DNFgeAX.
CROSSW=K tCIRB
tunaCROSSWAKWITH BUFFER STRIPCO&,TE (1 Ou+e
WITHOUT BUFFER STRII?
CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE
ROAD MID BRIDGE STANDARDS
EET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION ws
203.0T DT/1B VIRGINIA DEPARTMENT OF TRANSPORTATION 502
r MH f �• �• le.a ^'M"B
EdW el Pw ALL Cows TD BE WIDE D"'°ll0" ' lfMDt
IC 19Pdml ISS'--I
w �W.
,o' smPMUM b
a ��l a
P. apa e.e Buoa.,l
CONCRETE AREAS
reP_
NIL COWDS i0 �'
BITUMINOUS AREAS
BM., PIP.
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Er 1e
LANDSCAPED AREAS
CONSTRUCTION JOINT
AT SIDEWALK/PARKING
CG-12 NOTE COMPONENTS OF MRS RAMPS CONSIST OF THE FOLLOWING!
HYDRAULIC CEMENT SIDEWALK (DEPTH IN NCHES MEP IN SQUARE YARDS)
CURB WHEN REQUIRED (CID-2 OR CG-3 IN LINEAL FEET)
JENERAL NOTES DETECTABLE WARNING SURFACE IMEA IN SQUARE YARDSI
1. THE DETECTABLE WARNNG SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE PROVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
2. DETECTABLE WMNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP.
DETECTABLE WMNING SUFACES. PRODUCTS NOT LISTED SHALL MEET t=.'
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLEWARNING SURFACE MD SHALL BE SUBMITTED TO THE STANDARDS MD
SPECAL DESIGN SECTION FOR APPROVAL.
3.SLOING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.4. IF RAMPFLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BMS SOTHAT ADJOININGFLARED SIDES CM BE CAST IN PLACE AFTER PLACEMENT OF MPX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A
5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED T CENTER TO CENTER ALONG
BOTH SIDES OF THE RAMP FLOOR, We
BOTH OF RAMP FLOOR. MINIMUM PERPENDICULAR
CONCRETE COVER P/¢". C'•�Y�r`1
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TM!STYPE.
5' MIN
). CURB RAMPS ME TO BE LOCATED M SHOWN ON THE PLANS OR M DIRECTEDBY THE M ACCESSIBILEERO TE WITHIN THE RIGHT OY ME TO BE FEWAYT OFTA HGHTWAYS WHERACILITYERCROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSEDOR NORIM SHOWN ONNPLPNS OR AASSTDREECTEDATBYD HIEHINGINEERPEDES?RIAN CRANO SNOULDW rAFMOKi
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES FIRE PARALLEL
HYDRMTS,DROP MLETS,ETC. ACCESSIBLE ROUTES PROVIDE A 6DNTNJOUS
UNOBSTRUCTED, STABLE, FIRM AND SLP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS. i� 6fth�Y V 'a
B. RAMPS MAY BE PLACED RADIAN IA SECTIONS PROVIDED THAT 1
THE CURB OPENING IS PLACED WITHIN
THE HE LIM LIMTS OF THE CROSSWALK AND 2:, No �"
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS �
PERPENDICULAR TO THE CURB. 5•MIN XX XA
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICMNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4'MN
TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE HEAVY AT X 2" HIGHER THAN
TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT
10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT XX .SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS "Go."
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'. 4'
LANDING MEA MAY INCLUDE THE GUTTER PM. =
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIA SECTION OF TRUNCATED DOME
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6"-2.4" C-C
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD o o o o 0
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK OF CURB. O o o o o 0 o o O O o
o o 0 o 0 o o o 0 o Q o -
LMDMG RAMP o 0o oo 000 0000 o o 0
+ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Is
o 0 o 0 o o o o 0 0 o 0 o 0 o
o o o 0 0 0 0 o 0 0 0 0 0 o o
OX1 F NETIR DI TER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
-DETECTABLE WARNING
AT BACK OF CURB 0 "-1. " VARIABLE FULL WIDTH OF RAMP FLOOR _I
SEE NOTE 12. 0 ASE DIAM TER I� PAY LNITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
'VP)ICF CG-12 DETECTABLE WARNING SURFACE rTLr!
ROAD AND BRIDGE STANDARDS SHEET tOF 5 REVISIONDATE(GENERAL NOTES)OT/15 VIRGINIA DEPARTMENT OF TRANSPORTATION
T3 7
3'-3' 33' 2'-11,j' (rap
vpH.P
L I I
GENERAL BOLLARD
DIMENSIONS AND
SPACING AROUND
PI III FTINI(`
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CAULK/GROUT DETAIL
FOR LANDSCAPED &
BITUMINOUS AREAS
TYPICAL DETAIL
NEW CONSTRUCTION
NO SCAE
GENERAL DETAILS AND
CAULK/GROUT DETAIL
FOR CONCRETE AREAS
D
CG-6
NOTES(
1. THIS ITEM MAY BE PRECAST OR CAST N PLACE
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI P PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAD FOR AS RADIAL COMBINATIOM
GURB & GUTTER.
A. FOR USE WIH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CWB &CUTTER
SUBLL BE STRUCTED PARAL
LEL TO THE SLOPE
OF SUBBASECO COURSE$ AD TO THE DEPTH OF
THE PAVEMENT,
5. ALDWABLE CRITERIA FOR THE USE OF CG-6
S BARED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
R THE ROM DESIGN MMUA IN THE SECTION
ON GS URBAN STANDARDS.
" Y4
BE CONCRETE
OF THE CONTRACTOR
COMBINATION 6" CURB AND GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
STRUCTURE
X2" SEALTIGHT SNAP CAP TO BE FILLED
(
W/ FUEL RESISTANT CAULK AFTER CURING
tl XM"ASPHALT IMPREGNATED OR RUBBER
EXPANSION MATERIAL
e ° �
ISOLATION JOINT DETAIL
AT STRUCTURES SUCH AS GAS ISLANDS, BUILDING
CANOPY COLUMNS, ETC.
SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS
MAX.
II .4
4 .tl . .
Z)2" DEEP TOOL JOINT, TO BE
FILLED W/ FUEL RESISTANT CAULK
CONTROL JOINT DETAIL
L HtlwNm roe AppD MrMRm SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS
TTMteTsectiMm
.u. Ae MBIP,amrMeo JMPr. TYPICAL CONCRETE JOINT DETAILS
N.T.S.
I
- I I
—t— —y-- CONTROL JOINT AT
CENTER LINE OF PARKING
STALLS PARALLEL TO
- —— TYPICAL BUILDING —+— SIDEWALK/PARKING INTERFACE
I I
ISOLATION JOINT AT
BUILDING PERIMETER
CONTROL JOINT -
--{-- A p —y-- SPACING TO BE 15' MAX.
----- t --OVERH--- s I
ANG J
I I I i I I I I
ASPHALT TO CONCRETE
TRANSITION
TYPICAL CONCRETE JOINT PLAN
N.T.S.
4" STAMPED CONCRETE/ If{j 1
IN "RED BRICK" W/ 6" 2A
MODIFIED STONE
AS
1 Y2" DEEP TOOL JOINT, TO BE
FILLED W/ FUEL RESISTANT CAULK
MAX.
q
KEYWAY
CONSTRUCTION JOINT DETAIL
SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS
CONCH EDCTALS mo
2"
}" RADIUS
CONCRETE 4" STAMPED
1" RADIUS CONCRETE
r
,r
PAVEMENT Ir 6" 2A MODIFIED
STONE
MOUNTABLE CURB/ISLAND AND STAMPED CONCRETE DETAIL
N.T.S
OF
BE
R16sHT ELEVATION
ROAD AND BRIDGE
REVISION DATE
GATE
T.O. WALL h
g'-p Y
® o Tom MAs 8N07
Y
8'-8'
—BRICK--
T0. SILL h
5'-P Y
~MANUFACTURED
STONE SILL
_ 41,
[BRICKTAVERN
O FLCORSLAB
LEFT ELEVATION
T.0 WALL f.
TO. MASONRY
8'-Ir
—BRICK TAVERN.
T O. SILL h
5 '.IT Y
REAR ELEVATION
FRONT ELEVATION
10.wALL h
To.MAsoNRr
TO SILL h
5'-per
MANUFACTURED
STONE SILL
BRICK TAVERN
BOLLARD
z
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5
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5/77/113
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SHEET NUMBER
CS-502
I/ _./ ,
NMI
WATERTIGHT CONNECTOR
WATERTIGHT CONNECTOR �' (KOR-N-SEAL® II OR
(A-LOKo) A ' KOR-N-SEAL® 306)
ADAPTER ADAPTER
OD OD
PREFABRICATED MANHOLE
ADAPTER W/SMOOTH EXTERIOR PREFARRICATED MANHOLE
� ^ ADAPTER W/SMOOTH EXTERIOR
TYPE 1A: A-LOK GASKET (PRE -CAST) TYPE 1B', KOR-N-SEAL (CORED HOLE OR
W/HDPE PREFABRICATED MANHOLE PRE -CAST) W/ FIELD INSTALLED MANHOLE
ADAPTER W/ SMOOTH EXTERIOR BOOT W/ HOPE PREFABRICATED
MANHOLE ADAPTER WI SMOOTH
SEE STANDARD DETAIL STD-201 AND TECHNICAL NOTE: 5.04 HOPE CONNECTIONS TO EXTERIOR
MANHOLES AND STRUCTURES FOR INSTALLATION RECOMMENDATIONS.
PIPE SIZE
ADAPTER
OD (IN)
ADS PRODUCT CODES
KOR-N-SEAL
"
I A-LOK RN -
NOTES:
PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION.
CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY
BEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONS MUST
BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE
PIPE AND MANHOLE.
"THIRD PARTY- CODES AS SUPPLIED BY MANUFACTURER
KOR N SEAL s a regiStereo trademark of NPC Inc (WNAX npc com)
1 A I DK a a Bred N.,e rk of A LOK PM- Inc fW Ww.S44 onm)
(IN)
A -PROFILE
H-PROFIL
A -PROFILE
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SERIES I OR II
SERIES 306
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H-P ROFILE
12
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14.45
1222ANB
1222ANBH
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N/A
480
15
17.98
18.05
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18
21.71
22.0
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S306-26
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1 710
24
28.52
28.9
2422ANB
2422ANBH
S206-32
S306-32
915
930
30
35.92
36.0
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3022ANBH
5206-40
530810
1180
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36
42.06
42.15
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3622ANBH
S206-46
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7350
1360
36 BNO/C
43.1
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S206-46
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46.54
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5206-52L
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48
54.53
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S206-56L
S306-58L
1745
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54
N/A
61.75
N/A CUSTOM
S206-64L
N/A
1940
1940
_ 60
67.3
68.05.
6022ANB 6022ANBH
5206-72
NIA
2160
1 2170
ADODae'DRA9No ROW CRM
N1CD DRAINAGE SYSTEMS, INC. (-NOS') HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO MS. THIS
DMWiNG IS INTENDED TO DEPICT THE COMPONENTS AS REOVESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN
SERVICES FR NIS PROTECT. NOR HAS ADS INDEPENDENTLY VERIRED THE INFORMATION SUPPLIED. THE INSrAL1ATON DETAILS NAIBRTIGNT SfRUCTURB
REMUW ESE PROADED EDErIN 'PIB PFIORwTORCON5IRUCDON.NSR ITS E DDIGN EARE NOT ONGRINEER6 RESPRSIao FOR THIS EIITY TO DCT. THE SURENTHEDE'TNISS CONNBCI'ION TYPE 1 DETAd • HrnaO. oHlOaaon
PROVIDED HEREN MEETR OR EXCEEDS THE APPLICIBIE R OX H STATE, R LOf/4 REOUINAMENTS ANO TO ENSURE THAT 111E STD-204A m++m nmM w
DETAILS PROWDED HEREIN ME AGCEPTABIF FOR THIS PROJDI, vnNO NUMBER.
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CR-2, 2A
- -_
CR-2, 2A
* 27Y4" MIN - 28Y4" MAX RAIL HEIGHT
B. a" %" WASHER-
_
1re"XIB" BOLT
6 NUT
�y
HOLE
r -
f
HOLE a
6'-}. 6'-;'• 3'-Ir/z' ]'-I�/z' ;'.II/z}-1�/z.
__ _ ---
G'•x B,•+I,-T•• TREATED
PINE BLOCK OR
6"x6"xI'-T"
REATED PINE
HOLE w
0 RECYCLED MATERIAL.
�+'
y' BLOCKOR
2
RECYCLED
ya' MATERIAL
M N
CALV. STEEL IOD a
COMMON NAIL
SEE NOTE s.
6" WIDE BLOCKOUT
FOR USE WHEN REPAIRING DAMAGED GUARDRAIL
IllyT�
6'Rx8":rl'-2" r^
EATED
CONTAINING STEEL BLOCKOUTS.
PINE BLOCK
BLOCKOUT FOR MAINTENANCE
J J J J J J J IJ
SOUTHERN PNE o
REPAIR ONLY
��
19 ����
LESS THAN
GR-2 GR-2A
4:".I
Y" HOLE
(6'-3" P05T SPACNG) 13'-V/i' POST SPACING)
6X8 WOOD POST
yJ,�
MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION 2'
6/e"J \ T'4 pryE BLOCK, TREATED
STRONG
POST
GUARDRAIL
REOUIR
THE CRT POST IS FOR USE WITH THE
STANDARD GR-10 TYPE 1110R WHERE [�J
4" WIDE 13LOCKOUT
DST
sref
SPECIFIED BY THE ENGINEER N THE Lt-iI�-S
PLANS.
Fq Jy� 9
DETAIL A r
NOTES:
y„ DIn
POST MAY BE not RoufO OR WELDED.
GUMDRNL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE
HOLE
yll• �.-B.'{
GUARDRAIL INSTALLATION
AND AND CAN BE E ENGINE DURING consreucnoN IF AND
S DIRECTED BY THE ENGINEER.
>< OPTIONAL GR-2A METHOD . OPTIONAL GR-2A METHOD
_
_
HOLES
K
SITES REQUIRING LONGER
GUARDRAIL POSTS
FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET N0. SOLOS. U
USING NESTED RAIL SING ADDITIONAL
}
_
IIaASSOCIATED
FOR DETAILS OF RAIL ELEE SPLICE DINT, ANDAIL ON BACK OF POST
_
SHEET
HARDWARE SEE SHEET NOS. 501.01AND 501.02EN NESTED RAIL OR ADDITIONAL RAIL IS ACED ON BACK OF POST
THE POST SPACNG WILL BE 6'-3".
6 :r8 .1 2PfOR
%OLT
NOTES
RAL ELEMENTS ARE FURNISHED SHOP CURVED FR RADII GR-TA
BETWEEN 5 FEET AND 150 FEET.
-
REATED INE w
11 BLOCK OR
1. ALL LITEM NUTS. WAS HERS, PAID OTHER
STEEL ITEMS ARE i0 BE CALVANI2D.
ALL GUARDRAL POSTS SHALL BE SET PLUMB. POST SHALL
OT BE SET WITHN A VARIATION OF MORE THAN r/e"PER FOOT FLARE RATES
FROM ERTICAL. -BENA, BLOCKOUiS. PAID POSTS SHALL BE DESIGN INSIDE BEYOND
- L-I
F
IIMATERLD
_
G RSET
JFXILITATE
2. ALTERNATE TYPE POSTS AND BLOCKOUi MAY
BE INTERCHANGED ON ANT ONE PROJECT WTH
THE RESTRICTION HAT THE SAME TYPE OF
POST AND MUST BE USED N ANY
AND AUGNED OUT ALTERATION OR FORCE, AS PER
SECTION 505 THE SPECIFICATIONS. SPEED SHY LINE SHY LNE
SNITSINGLE
-
N
BOr GUAT
RUN DF GUARDRAIL.
ALL GR-2 AND GR-2A RAIL SMALL BE MAINTAINED AT A MPH LIRE FLARE FLARE
RATE RATE
- --
-
n OLE}.
FOR DETAILS OF GUARDRAIL ELEMENT SPLICE
HEIGHT OF 2)�" MIN - 1B�" MAX AS MEASURED PER LS
9TMDARD GR-INS. 70 9' 301 I5:1 •
II ATE
JOINT, HARDWIRE.ETC. SEE SHEET NOS.501.01
AND 50,.02.
ALL W-BEAN! RAILS SHALL BE LAPPED 1N THE DIRECTION OF 60 e' 2611 14:1 W
EHICULAR TRAVEL FOR THE FINISHED ROADWAY.
1101
3r " DIA
HOLES ,I
�T
II
4. DRIVf NAL ON BOTH SIDES WITHIN 2" OF THE
R OR BOTTOM OF BLOCKOUT AFTER s/e" . 18
BOLT IS INSTALLED.
THE OPTIONAL GR 2A METHODS OF NESTING THE FAILOR USE 50 6.5' 211 •
OF AN ADOTONAL RAIL ON THE BACK OF THE POST FOR q0 5' 161 81 •
RE APPROVED BY THE ENGINEER
u
HODEBRACKS IN � STS
TO BE " DIA.
PRI R TTO INSTALLATION, 4 71 30 ,}:I
SUGGESTED MAXIMUM FLARE RATE
CRT POST
STEEL POST
OR SEMIRIGID BARRIER SYSTEMS.
�VDOT
COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
SPECIFICATION
SPECIFICATION
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
`VDOT
ROAD AND BRIDGE STANDARDS
STANDARD BLOCKED -OUT W-BEAM GUARDRAIL
(STRONG POST SYSTEM)
RE�REI:CE
REFERENCE
STANDARD BLOCKED -OUT W-BEAM GUARDRAIL
(STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)
ROAD AND BRIDGE STANDARDS
SHEET 1 of z REVISION DATE
REVISIONDATE SHEET z of 2
501,04 OB/14VIRGINIA
DEPARTMENT OF TRANSPORTATION
505
VIRGINIA DEPARTMENT OF TRANSPORTATION
OB/14 501.05
Z886AppficaBans Features and BeneStr
4 - 80" Modals, Channal SKOiRRs an 20-Gmres
.75% 6ollt-In Slope - Handlas greater flows, uRd- sbpe.
GRATE TYPE:HEELPROR 1 Nitclir.. :-oOd ProcPSS," Ratllusetl",-- Redeilbw ml"less said, hail,-Dp. I
uDINu DUCTILE aRONNEEiNGADA Ckaed FMCep • Intenw High Oenalry oDRoylelre SBucmrel Compdane
REODIREMEAL.DCTILE1 ID Pula Shopping Malls y,Nnp,_g%ware/ahspmrmn.
1 Pa4Wq Lots Industrial Plants
,Oureblea�tighfweignl-slang cmmsien-resistanr mas
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Installation Specification IRON MEETING ADA REQUIREMENTS (GHPDE)
P"
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p11 I. M 950 21NI ]il 21 0027 27 114 B191mari-9 SPadfi.Aa CXNn Hance BO"lorq,6 was aM rave a4 Wde In -.-I ch I.dove shall be matle
IN1 950 2 In.16 Na 26 a H,,, Dansny Polye"""t, (HDPE1. ham N.Ye 1019 end, end ladiueed bottom. Chsnne -11 be provped eAhel III Reaha) or whll a
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m] Il aO br Icat 141 allable w11 H-Zll andlpr FAA IoRANXings I ADAcomplerXe witrr N.K.,lPsl lecktlown tlev 1 Entl capsaM Latch Latina S
IF!
A38 32 110 AB be arralladle to complement Ilse chanmM mtl grates. End pulleh, bodpm eudele, and sqe oNleh shall be areilable in 2", 3", 4", erq fi"
.1 „9n L. 11.N 530 I.iB, ,54 ditION Trench tl111-lINFb-nomod-896.
ZBBB System Profile J
-_ -_ 120'(39.62 m) -- __ - __ _ --. -•I
3.5"(�-- 88.9 mm) -I BB02 8603 BB03N ffiO4 8605 8606 fi808N 8607 8608 6609 8610 1 -11 1 -12 1 8812N 8613 ffi14 ffi15
12.5" (317.5 man)
2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS
II
II l
n'mai.. 'OfOAo `m�n..+w
.mm r'rarA�ON.w 'Os`a"omD ml
NOTE:
VENT STACKS TO BE PAINTED BROWN
VENT STACK DETAIL
N.T.S.
coHMlm
VENT STACK DETAIL
N.T.S.
BIKE RACK SPECIFICATION
MANUFACTURER: VICTOR STANLEY, INC.
P.O. DRAWER 330
DUNKIRK, MARYLAND 20754
PH, 800.368.2573
FX. 410.257,7579
W WI .VICTORSTAM EY.COM
MODELR: BRBS-103
OUANTITY: PER PLAN
COLOR: BLACK
BIKE RACK NOTE:
• INGROUND MOUNT PER DETAIL&
MANUFACTURERS RECOMMENDATIONS
CONCRETE PAVEMENT, • SEE DETAIL FOR LAYOUT OF GROUPING
SEE DETAIL t/CS-502 OF (3) BIKE RACKS
:RETE FOOTING
.L ANCHOR TAB
BIKE RACK
i0
O
1.0' 2.0' 2.0' 1.0'
6.0'
NOTE',
1. BIKE RACK TO BE PLACED A MINIMUM OF 2' FROM BACK OF CURB AND A MINUMUM OF 5' FROM EDGE OF TREE PIT.
SEE PLAN FOR LOCATION.
BIKE RACK SPACING DETAIL (N.T.S)
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CS-503
15' TEMNUKAKY
GRADING ESMT (3) 6' SEGMENTAL
DB 4553 PG 473-486 BLOCK PET. WALLS. MANAGEDSLOPES-
-OCK 41400
)VIDE _.� \ - TERRACED RETAINING WALL r 40985/
RAIL 408.86� c �` -� \ \ \ - - - MAX HEIGHT OF EACH WALL 6 FT _ - _ - _ - 413.32 TW
\ - 1 F 418 _ TO E DESI NED A C ) AS P
\ \ W \ _. __ - .. _-- - _ _. _. __ - __ .- F PANTOPS CORNER DEVELOPMENT PLANS R7 - - -_ BW`
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. -395 21
400.83� - l
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TRANSITION FROM FLUSH CURB'^
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WA CRB
TO
\ \
395.05 SEE6DETAIIL ONUSHEET CS-502 / .y9 TC 04 PVC O 2.0%
TC / J= INV. 392.53 s\ \
394.49 395.42 68 LF OF 8'
"� 396.21 - _ - PVC O 2.OR \ \ \
IIII y �� 393.76 \\ 89 SS -' SS SS --- P 396 - 396.08 \
5 _ 03 _. __. X FS 3117.84 \
II III LIMITS OF DISTURBANCE P \ CONNECT 6' PVC TO STR 03 � s,n 396.96 15 LF OF 6" PVC
396.16 T / 395.94 FS
III 392.80 a, \ TC= WITH ADS RUBBER BOOT 396.25 FS 395.69 \ \ FS O 2.0% MIN.
CONNECTION AT INV. 389.00 FS' 395.95 FS
396.25 -
393.00Jq 394.�5 395.04 FS (SEE DETAIL ON SHEET CS-503) FS I I v 3gg,22
VDOT STD. CG-12B • TC BC• \v•TI 396.60' + �TI 39731> TI 398.04
o III I T ME _ 393t \ / TC TC l 96. 1% 2.40% ( FS
i l.- ACCESSIBLE RAMP OS BI 396.10\ ° BI 396.81 BI 397.54J
1
28 396.05 INV. 393.25 INV. 393.25 .-
7 '
e ■ 9 TYP. � ■ ■ ' ' ■
II92.7141 LF OF 6" II a
I I 3A CTC4.58 395.001 TC TC BC ( ) ( ') PVC O2.0% 39536 TRENCH DRAIN °,7� 1397.96
I TC 393.15 IM 395.66 INV. 395.39 (TYP.) :s > CANOPY DRAIN
I > TC TRANS111ON FROM FLUSH CURB �2% FS' \ I FS
92.70 I TO 6' WAWA CURB TRENCH 1 9 > v>°
1 3�3.Oi FS SEE DETAIL ON SHEET CS Wa " . �: \ -INV-. 394.15 (TYP )
m DRAIN 7 °-I
I I 1 T 396.25
.II FS..F
II .. D57• ...v.•'\ ,v •J9�'
T,'7
FS .
83
Ot F5 L\TI 36.43 71 397.5000
396S
RIDGE LINE BI 39593I 396.46 BI 397.F 1.78 ACRES 95.72 108, ° y
392.78 FS -7 1I 397.
FS 106 LF 395.84 F5
FS 3921 W50-FB-1-VA \7.PVC o 4.0%
TC 6,049 GSFFS 395 82
VDO
■ ro9/ ; FIFE: 396.25 FS 8 LF OF 6" PVC O -7 A >
I T (SEE STD. GR-2 ^1 v
/ (SEE DETAIL ON 48 SPACES TRANSITION FROM I 2.0% MIN. (TYP.)
SHEET CS-503) FLUSH CURB TO
TRANSITION FROM FLUSH CURB INV. 392.46 \
m � Z � 39�90 394.14 6' WAWA CURB I \J
W U TO 6" WAWA CURB TI 396.17 \ TI 396.56>. D 396.95
} O O W TC 7C SEE DETAIL ON SHEET CS-502 INV. 393.25 SEE DETAIL ON I e 3739:.67 F s. 7 BI 39606, 'BI 396.45I
3 Q U !n 1 394.TC ' 394.70 395.1 (TW.) SHEET CS-502 I ■ .i • > \ 7i \illr� 396
LU 0_ W U / TC T / v: 395. 7 � CLEAN OUT I
W a, Z W 1 �/` INV. 393.25 TC BC 396.31 395.55 'RIM: 395.50
U TC FS 395.8$ CANOPY DRAIN
LU O U l ' • 396.09 (TYP.) I a INV 39285 \ FS v INV: 31YD1 (TYP.)
Z U Q o', FS5.62 TC BC 395.F5 395 57' _
�_ M 394.97 39 � 396.23 • • • • - - - - - - 396. FS
- -i "' TC TC • • • 396.25 • • 396.2 • 396.29 395.46 181 LF Z886 396.14
\ 94.98 - OIL WATER
6.1- 396 FS TRENCH DRAIN
�LIGHT POLE BASE AND DUMPSTER 39 0 FS - FS TC SEPARATOR
ENCLOSURE FOOTINGS TO BE 1 7C W / W 395.95 SEE DETAIL ON FS TRENCH DRAIN
'1 W W / 396.30 TC C SEE STORMCEPTOR DETAIL V. IN: 393.27 ( \ INV: 395.98 (1
r COORDINATED WITH WALL DESIGN I 7 TRANSITION FROM FLUSH CURB ON SHEET CG-501 INY. OUT: 383.15 SHEET CS 3) \
CLEAN OUT
CURB
�` 395.30 / \ TO 6" WAWA CURB VDOT STD. CG-12B TRANSITION FROM FLUSH CURB CONNECT 8" PVC TO STR 07 WITH \ RIM: 396.10
\ J\iF•/I C-502
MAINTAIN 6' SEE DETAIL ON SHEET S ACCESSIBLE RAMP TO 6" WAWA CURB ADS RUBBER BOOT CONNECTION \ INV: 393.85
ACROSS DUMPSTER PAD \QOF-� SEE DETAIL ON SHEET CS-502
395.60 9. L �' 70 LF OF 6" 395.33 \ (SEE DETAIL ON SHEET CS-503) 396.43\
PVC O 2.0% - TC 4 395.45 7C \
/ 2LF OF 6" PVC TC
`:.. 395.40 7 SEGMENTAL BL CK 395 PIPE O 2.0% SLOPE 396.5
/ _
TC PET. WA(I.. PROM - 07 395.54 396.39 T v 395.91 395.82 O6 iC5.24 TC / TC /
TC P TC 4 395.52 I \ 395.76
TC -- 0 TC INSET A (SEE 39_TC 7
25
o � = 394.85 0 __ - -
TC THIS SHEET) / I
v
39q
395.09 396 /a 394
-
RETAINING WALL (2-8 FT) - VDOT STD. GR-2 A13 TC PPTtCMP=R=W J - -
y TO BE DESIGNED AND CONSTRUCTED AS PART _ (SEE DETAIL ON °" VARIABLE WIDTH � �t GC LIMITS OF DISTURBANCE
OF PANTOPS CORNER DEVELOPMENT I PLANS -SHEET CS-503) ..
rt I -- - - -- --- RIVATEROAD r=
W --W �W \�W _-W -�� -W�W P - - 3va_oo W
[l
MANAGED SLOPES
EXISTING CONDITIONS SHOWN INCLUDE
IMPROVEMENTS PROPOSED WITH
PANTOPS CORNER PLANS SDP
201800089
BOUNDARY AND TOPOGRAPHIC SURVEY
INFORMATION PROVIDED BY: FIELD
SURVEY PROVIDED BY ROGER W. RAY &
ASSOCIATES, INC. ON MARCH 23, 2018.
UPDATED XY DATA ON OCTOBER 16,
2018. DATUM FOR TOPOGRAPHY NAVD88.
III T-') %
5' SEGMENTAL BLOCK
RET. WALL. PROVIDE
42" HANDRAIL. III
TMP 78-5B
PANTOPS CORNER LC
DB 5147 PG 228
FS FS FS
* 'X
-
\
.. 395.20
N.
b88
395.85 \
TC BC
F
395.54
FS
3 395.73 395.05
P
395.59
\
395.67
\
-I 395.2 95.08 P
TC BC-
° 396.11
F TC C
_395.13_
TC
-395.99
TC
INSET A
SCALE: 1" = 10'
I
F_ GRADING LEGEND
TC: TOP OF CURB ELEVATION
BC: BOTTOM OF CURB ELEVATION
TW: TOP OF WALL ELEVATION
BW: BOTTOM OF WALL ELEVATION
TI: TOP OF ISLAND ELEVATION
BI: BOTTOM OF ISLAND ELEVATION
FF: FINISHED FLOOR ELEVATION
FS: FINISHED SURFACE ELEVATION
P: PAVEMENT ELEVATION
G: GROUND ELEVATION
RIM: STRUCTURE RIM ELEVATION
ME: MATCH EXISTING
346.75,' PROPOSED ELEVATION
346.75� EXISTING ELEVATION
VDOT STANDARD CG-6 CURB
AND GUTTER
SPILLING CURB AND GUTTER
STORMWATER MANAGEMENT NARRATIVE
STORMWATER QUANTITY:
AS AN OUTPARCEL TO THE PANTOPS CORNER DEVELOPMENT
STORMWATER QUANTITY WILL BE ADDRESSED WITHIN THE OVERALL
DEVELOPMENT PLANS. STORM INLETS AND PIPES WILL BE BROUGHT UP
TO THE PARCEL LIMITS AND STORMWATER WILL BE CONVEYED THROUGH
THE DEVELOPMENT TO THE ULTIMATE OUTFALL. THE STORM WATER
CALCULATIONS AND SIZING OF THE PIPES WILL BE DESIGNED BASED
OFF OF THE ACTUAL IMPERVIOUSNESS OF THE WAWA PARCEL TO
ENSURE ADEQUATE CAPACITY WITHIN THE NETWORK AND OUTFALL
REQUIREMENTS.
STORMWATER QUALITY:
TO SATISFY REQUIREMENTS FOR WATER QUALITY ON SITE, WATER
QUALITY CREDITS HAVE BEEN PURCHASED FOR THE ENTIRE
DEVELOPMENT PER THE VSMP PANTOPS CORNER WAY PLANS (WPO
201800088). A TOTAL OF 8.30 LBS HAS BEEN PURCHASED TO COVER
THE ENTIRE DEVELOPMENT INCLUDING THE WAWA PARCEL. SEE SHEET
CG-102 FOR PURCHASE AGREEMENT
NOTE:
WALLS AND LANDSCAPING ARE TO BE CONSTRUCTED/INSTALLED WITH
THE PANTOPS CORNER DEVELOPMENT.
STRUCTURE TABLE
STRUCTURE NAME
DESCRIPTION
RIM
HEIGHT
STR. 01
VDOT STD. DI-2Cc
392.12
9.18
L = 6.
STIR. 02
VDOT STD. DI-2B
395.05
7.67
L = 6•
STR. 03
VDOT STD. MH 1
395.60
7.48
STIR. 04
VDOT STD. MH 1
396.07
7.17
STIR. 05
VDOT STD. DI-1
395.30
6.12
SIR. O6
VDOT STD. DI-2C
394.85
6.50
L = 6.
STIR. 07
VDOT STD. DI-3C
395.45
6.47
L= 6'
STR. 1113
SEX. STR
VDOT TD. DI-3B, L = 8'
392.56
6.56
STR. B7
EX. STR
387.70
9.20
VDOT STD. DI-38, L - 10'
STORM PIPES
PIPE SEGMENT
LENGTH
DESCRIPTION
SLOPE
INV. (IN)
INV. (OUT)
01 TO 87
17 LF
15" RCP
2.00%
382.94
382.60
02 TO 01
96 LF
15" RCP
0.99%
387.38
386.43
03 TO 02
64 LF
15" RCP
1.00%
388.12
387.48
04 TO 03
123 LF
15" RCP
0.55%
388.89
388.22
05 TO 04
34 LF
15" RCP
0.55%
389.18
388.99
07 TO 06
97 LF
15" RCP
0.55%
388.98
381
CANOPY TO 07
31 LF
e' PVC
I 1.00%
392.75
392.44
2
0
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GRAPHIC SCALE IN FEET
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SCALE: 1' = 20'
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SHEET NUMBER
CG-101
e,� _�_vzll� ii �'v I
Poa p=• 6 .,. J'
9 4 CTO PT
+ 25 AAC TOTAL
a
m.2s AC IMP
TM 78-58GI
T.M. 78-SA
b,
TO POA2 a
1.15 PC TOTAL
0.1m Ac IMP -.--aw
T.M. 78-5E
11-D
i
POA
80 0 80 160 240
Scale: 1"=80' \�\
20
TORTE
0.46 AC
78-5B 1
T.M. 78-SF
PANTOPS CORNER
PRE-DEV PDA DRAINAGE MAP
o�
$u
T.M. 78-5G
//11II
/ SITE
% BOUNDARY JL J
o
IMPERVIOUS (TYP,)
IMPERVIOUS
j
s•.
i
s.
OFFS I E� AREA J --1s--
(RTE 20 ROW
\ IMPROVEMENTS)
60 0 80 180 240
Scale: I"=e0'
LARD COVER DATA
TO PDA 1
WOODS HSG B: 0.72 AC
TURF HSG B: 4.28 AC
IMPERVIOUS: 0.25 AC
OIAL:.- -
TO PDA 2:
WOODS HSG B: 0.39 AC
NRF HSG 8: 0.66 AC
IMPERVIOUS: 0.10 AC
aPta o.
HYDROLOGIC DATA
TO POA 1'
T.C- 13.2 To
Q2-,= 4.09 cfs
01__ t2.32 cfs
0mo-m= 31.73 cfs
TO PDA 2:
,C= 6.9 min
02_m= 1.20 cfs
Om_m= 3.44 cfs
0mo-m= 8.64 cfs
NTOPS CORNTER
, INLET DRAINAGE MAP
PANTOPS CORNTER
POST DEVELOPMENT LAND COVER MAP
OFFSITE AREA
(RTE 250 ROW
IMPROVEMENTS)
APPLICABLE AREA:
6.67 AC ONSITE +
0.15 AC OFFSITE _
6.82 AC TOTAL
ONSITE AREA:
5.11 AC IMP
1.56 AC PERV
OFFSITE AREA:
0,12 AC IMP
0.03 AC PERV
TOTAL AREA:
5.23 AC IMP
1,59 AC PERV
Pantops Comer - Appendix 5D Nutrient Requirement Spreadsheet
Warkshcet 1
page 113
STEP I
Determine the applicable area (A) and the post -developed Impervious cover (I�J-
(6.67 sores onsite +0.15 acres
Applicable Area (A)" = 6.82 acres offsite ROW improvements
Post -development impervious cover.
Tom] = 5.23 sores
Irv„=(total post -development impervious cover+A)x 100= 76.7%
+ The area subject to the Interim may vary from locility to locality. Therefore, consult the
locality for proper determination of this value.
STEP 2 Determine the average land cover condition (Iwatershed) or the existing
impervious cover (fxisting).
Averaee land cover condition (I .-_.u)'
If [he locality has determined land cover conditions for individual watersheds within its
jurisdiction, use the watershed s' ific value determined by the
j Peclocali[ Y as I_
Otherwise, use the Chesapeake Bay default value:
Iw"wont = 16%
Portals, Carrier, Appendix 5D Nutrient Requirement Spreadsheet
Wacle4r ell
pegc I of 3
Summary of Situation 2 criteria: from calculation procedure STEP 1 thin STEP 3, Workshcet L
Applicable area (A)4 = 6.82 acres
Imo., = (total post -development impervious cover. A) x 100 = 76.7%
I..-= % or I..unma= 16%
(total existing imperviouec vu +A-)x 100= 3.96%
I.u,uv 4,0% <I„uu,u,.a 16.0% ;aad
I_, 76.7% >I,,.,.,,a.a 16.0%
STEP 4 Determine the relative pre -development pollutant load (L,.).
LP,u„n,,,a.al =10.05 + (0.009 x Ima)] x A x 2.28 (Equation 546)
where: LsmW.mm = relative pre -development total phosphorous load (pounds Per
year)
I-- erage land cover condition for specific watershed or locality
or the Chesapeake Bay default value of 16% (percent
expre sed in whole rumba s)
A = applicable area (w s)
Lpr;,,,,.,,g.a, = IQOS+ (0.009 x 1"'
6 0%11 x 6.82 x 2.28
3.02 pounds per yer
BILL OF SALE
Nonpoint Nutrient Offset Credits
BILL OF SALE, made as of fC'L% , 2019, by HOTEL STREET CAPITAL,
L.L.C., a Virginia limited liability company ("Seller"), to PANTOPS CORNER LLC, a Virginia
limited liability company, ("Purchaser").
WHEREAS, Seller and Purchaser have entered into that certain Agreement for Purchase
and Sale of Nutrients Mitigation Credits, dated as of June 20, 2019, (the "Purchase Agreement",
the terns of which are incorporated herein by reference and made pan hereof), with respect to the
sale by Seller and purchase by Purchaser of Compensatory Nutrients Mitigation Credits held in
Seller's Nonpoint Offset Bank in Fluvaona County, Virginia (HUC 02090204).
NOW THEREFORE, for and in consideration of the payment of the Purchase Price (as
defined in the Purchase Agreement) and other good and valuable consideration, the receipt and
sufficiency of which we hereby acknowledged, Seller hereby sells, transfers, assigns, conveys,
delivers and sets over to Purchaser, its successors and assigns, 8.49 Nutrient Credits ("Credits") as
such are described in the Purchase Agreement.
TO HAVE AND TO HOLD all such Nutrient Credits hereby sold and transferred to
Purchaser and its successors and assigns forever.
IN WITNESS WHEREOF, Seller has caused this Bill of Sale to be executed by its duly
authorized representative as of the date first above written.
HOTEL STREET CAPITAL, L.L.C.
a Virginia limited liability company
my Grayson Love & C y, LLC, its
anager
II
Noun Th teas James Ross
Il : ana get
Project Name: VSMP Major Amendment Plan for Pantops Comer
Location Albemarle County,
TMP: 07800-00-00-058G 1,07800-00-00-005AO, 07800-00-00-005130, 07800-00-00-005EO
Owner: Pantops Comer LC
12704 Crimson Cl Ste. 101
Heard- V. 23233
Credit Amount Desired: 8.49 Ibs
Project HUC: 02080204
Application: WP0201800088
PERFORMANCE -BASED WATER QUALITY CALCULATIONS
Worksheet I
pegc 2 of 3
Existim, inass,imis cover (I
Determine the existing impervious cover of the development site if present.
Existing impervious cover.
Total = 0.27 acres
(total existing impervious cover -A-)x 100= 4%
' The area should be the same ss used in STEP I
STEP 3 Determine the appropriate development situation.
The site information determined in STEP I and STEP 2 provide enough information W determine the
appropriate development situation under which the performance criteria will apply. Check (J) me
appropriate development situation as follows:
Shroulon 1:
- ' [s f bad development where the existing ant impervious This g percent pent is less than eauil to the average land x condition
err (4.aa) rag
will curate a total Percent
pw.,.,,�) and the proposed impro menu
impervious cover NI which is less than or equal to the average land cover
condition fi_R ).
Irv„ '-I,,.,,,,a,a
PERFORMANCE -BASED WATER QUALITY CALCULATIONS
Workshest 2
page 2 or3
STEP 5 Determine the relative po,t-development pollutant load IL,-),
f Lam, = j0.05 +(0.009 x Ipm)] x A x 2.28 (Equation 5-21)
where: Lw, = relative post -development total phosphorous load (pounds per year)
Ip post -development percent impervious cover (Percent expressed in
whole number,)
A = applicable area (acres)
I _ = B.05 + (0,009. 76.7901 x 6.82 x 2.28
11.51 pounds per year
STEP 6 Determine the relative pollutant removal requirement NUO.
RR= L_ L
RR= 11_51 - 3.02
8.49 pounds per year
STEP 7 Identify beat management practice (BMP) for the site.
1. Determine the required pollutant removal efficiency for the site:
EFF = ( RR / L_ x 100 (Equation 5.22)
where: EPF = requned poll.,-, removal eRicir.ey (percent expressed in whole
numbers)
RR- P..... [removal requirement (Pon.. per year)
Lpm, = relative post -development total phosphorous load (pounds per year)
EFF= ($_49 + 11,511 x too
74 %
PERFORMANCE -BASED WATER QUALITY CALCULATIONS
Worksheet I
page 3 of 3
Situation 2: This consists of land development where the existing percent impervious
err (I,,,„,$) is less than or anal to the average land cover condition
the proposed improvements will create a total percent
impervious cover (I,m) which is greater than the average land cover
condition
,and
Ip.., > I.nurma
Situation 3: This consists of land development where the existing percent impervious
cover (4.naoe) is greater than the average land cover condition (I_).
11_p 4.0% > I,,,,,,,s.e 16.0% ;and
Situation 4: This consists of lend development where the existing percent impervious raver
(!_,,v) is served by an existing m mwater management BMP(s) that addresses
waterquality.
AFFIDAVIT OF PHOSPHOROUS OFFSET SALE
HOTEL STREET CAPITAL, L.L.C., a Virginia limited liability company ("Seller"), hereby
certifies the following:
1. Pursuant to that certain Agreement for Purchase and Sale of Nutrients Mitigation Credits,
dated as of June 20, 2019 (the "Purchase Agreement"), the Teets of which are incorporated
herein by reference and made a pan hereof) between Seller and the PANTOPS CORNER,
LLC, ("Purchaser"), for the benefit of the Purchaser, Seller agreed to sell 8.49 pounds of
nonpoint source phosphoms offsets (the Nutrient Credits) to Purchaser and retire the associated
n facility in d amount of 36.69
ratio of nonpoint source nitrogen offsets at the offset generating y e
pounds of nitrogen offsets relating to the Project known as VSMP Major Amendment Plan for
Pantops Corner WPO-201840088 Albemarle County, Virginia having Albemarle County Tax
ID Numbers of TMP',: 07800-00-00-058G1, 07800-00-00-005AL 07800-00-00-005BO, 07800-
00-00-005EO
2. Seller and Purchaser, as of the date hereof, have closed the transaction contemplated by the
Agreement and the Seller has sold to Purchaser the phosphorous offsets.
WITNESS the following signature:
HOTEL STREET CAPITAL, L.L.C.
a Virginia limited lie ' 'Iry-eeompany
By: GRAY COMPANY, LLC, Manager
Date: �' Iq
r JVffies Ross 11, anaging Member
STATE OF VIRGINIA
COUNTY OF FAUQUIER:
Swom and subscribed before coe this 3r'I day of m 2019, by Thomas Jaes
Ross 11, Managing Member of Grayson Love &Company, LL singer of HOTEL STREET
CAPITAL, L.L.C., a Virginia limited liability c�om{/Ips
KE Np(ary Ij LLY LYNN E91E:PE
My Commission expires: 7.01 NOTARV PUBUC
RVG L
COMMON WEALTHT51OF180 VIRGINIA
Project Name: VSMP M jor Amendment Plan for Pantops Comer MY CO MI SION E%PtRE&
Location: Albemarle County
TMP: 07800-00 00-058G1, 07800-00-00-0OSAO, 07800-00-00-005BO, 07800-00-00-005EO
Owner: Pantops Comer LC
12704 Crimson Ct Ste. 101
Hemlco V., 23233
Credit Amount Desired: Phosphorous 8.49 lbs/Nitrogen 36.69
Prat ct HUC: 02080204
Application: WP0201800088
If the proposed de-I.pmew meets the criteria for development Situation 1, than the low density
development is rmoid-d W be the LIMP aad no pollutant removal is required. The calrulelion
procedure for Situation I stops here. If the proposed development meets the criteria for de..Wmand
Situations 2, 3, or 4, then proceed to STEP 4 nn the appropriate worksheet.
PERFORMANCE -BASED WATER QUALITY CALCULATIONS
Warkshcet 2
pngc3 of 3
2. Select BMP(,) from Table 544 and locate on the site:
BMP 1: Btoretention filter
3 Determine the pollutant load ew,nng the proposed BMP(s):
Lave = 10.05 +(0.009 x Im, I % A x 2.28 (Equation 5.23)
where: Love = relative post -development total phosphorous load entering proposed
BMP (pounds per year)
I.-= post -development percent impervious cover of BMP drainage area
(percent expressed in whole numbers)
A = drainage area of proposed BMP (acres)
Lever = 10.05+ (0.009 x x 2.28
0.00 pounds per year
4. Calculate the pollutant load removed by the proposed BMP(,):
L,.o=ua = Effume x IF— (Equation 5.24)
where: L,nawm= post -development pollutant load removed by proposed BMP(pounds
Per year)
Dffeve = police., re oval efficiency of BMP (expressed in decimal f rm)
Lam, = relative post -development Wool phosphorous load entering proposed
BMP (pounds per year)
L,.mo..movet = 065. 0.00 = 0.00 pounds per year
5. Calculate the total pollutant load removed by the BMP(s):
L,,,„„e„u„t = L_(Equation 5-25)
�v0.00 pounds per year
6. Verify Compliance:
Lr.=u..Mwt 2 RR
0.00 >_ 8.49
0,
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SHEET NUMBER
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'7i Zq/Y
(3) 6' SEGMENTAL
BLOCK RET. WALLS.
_OCK
)VIDE
aAIL-
/,000,
/
I IVI I / lJ `JL
PANTOPS LC
DB 5147 PG 228
1.10 AC
--- --- -- ---
I
DRAINAGE AREA
LABEL
INLET
STRUCTURE
TOTAL AREA (AC.)
IMPERVIOUS
AREA AC.
PERVIOUS
AREA AC.
C
TIME OF
CONC.
T. (min)
CA
DA-01
1
0.293
0.279
0.014
0.87
5.0
0.26
DA-02
2
0.338
0.231
0.107
0.71
5.0
0.24
5
0.363
0.285
0.078
0.77
5.0
0.28
LDA7
6
0.157
OA54
0.003
0.89
5.0
0.14
7
0.431
0.390
0.042
0.84
5.0
0.36
B7
0.168
0.133
0.034
0.78
5.0
0.13
DRAINAGE LEGEND
— — — — -- PROPOSED
DRAINAGE AREA
BOUNDARIES
PROPERTY LINE
IMPERVIOUS AREA
DRAINAGE
t03 STRUCTURE
103 DRAINAGE AREA
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GRAPHIC SCALE IN FEET
0 10 20 40
W
m
SHEET NUMBER
SCALE: I• - 20,rCG-103
OVERALL DRAINAGE MAP
PER PANTOPS CORNER VSMP
PLANS (WPO 201800088)
mom
T - .� I
no 1 I 1
00
1 1
%,,, ♦ ---00 I 2 1
00
AREA TO 67 , � I �•' . �-ss : • • �.. 1
1.38 ACRES.
1.05 ACRES IMP. 1 1
I� a CA = 1.04
air, zzz\ - l
I r
g ss
AREA TO Al 1 I, A 1
0.81 ACRES 1
00
1 v 00 0.70 ACRES IMP.
All 00 4000 CA=0.66
,.
zz ezi �, � ' I
z z i z
z •, i - 00 100
—�
00
#* 00 AM
---
TMP 78-5E 1
\ PANTOPS LC TMP 78
B 5147 PG 228 PANTOPS COR v,
♦♦ '� 11 ; 1.10 AC DB 5147 PG ?28 r 1
l 0.58 AC ---�
y J 00 I 1
'---------�
1 /••/ i I i 1 NOTE: SEE OVERALL DRAINAGE MAP FROM
T.PANTOPS CORNER VSMP PLANS (WPO 201800088)
— — — — — — — — — — — — ! PA FOR OVERALL DEVELOPMENT CALCULATIONS
DB 5 (SEE SHEET CG-102)
PROPOSED DRAINAGE MAP
-. T40*
; �♦
_
sum
..--------►r —0 000
Lz z zl
iaz,l ♦--��r I _
t 1 i
I re I I 1 -1 1 d AREA TO B7
1 1.38 ACRES — 1 1
1.05 ACRES IMP.i
:
CA 1.04
1 I--�
� _ 1 ❑ = � 1
' AREA TO Al 2
0.80 ACRES 1
I 1 r 0.68 ACRES IMP.
- i i
CA=0.65
P.
00 i ��---- t-----
00 i_
----
♦ TMP 78-5E
♦ PANTOPS LC TMP 78-5B
~'� ♦ Jll7 5147 PG 10 AC 228 PANTOPS CORNER
. ♦ I 11 1 DB 51478 AC 22c - - -
�✓� % 'f i I
T.M.78-5F
—L— — — m PANTOPS LC
1 / ' DB 5147 PG 228
DRAINAGE LEGEND
— — — — — — PROPOSED
DRAINAGE AREA
BOUNDARIES
DRAINAGE
103 STRUCTURE
DRAINAGE AREA
103 DESCRIPTION
DESIGN VALUES
(PER PANTOPS CORNER PLAN WPO 201800088)
B7 : 1.38 AC TOTAL
1.05 AC IMP
CA = 1.04
Al2 0.81 AC TOTAL
0.70 AC IMP
CA = 0.66
ACTUAL VALUES
87: 1.38 AC TOTAL
1.05 AC IMP
CA = 1.04
Al2: 0.80 AC TOTAL
0.68 AC TOTAL
CA = 0.65
STORMWATER MANAGEMENT
PER PANTOPS CORNER PLAN (WPO 201800088) THE
CA VALUE FOR THE DRAINAGE AREA GOING TO
INLET 87 IS 1.04, AND FOR INLET Al2 IS 0.66. THE
ACTUAL VALUES PER THE WAWA OUTPARCEL
DEVELOPMENT PLANS PRODUCE A CA VALUE FOR
THE DRAINAGE AREA GOING TO B7 AS 1.04, AND
FOR INLET Al2 AS 0.65. SINCE THE CA VALUES
FOR INLETS B7 AND Al2 IN THE WAWA OUTPARCEL
DESIGN ARE LESS THAN OR MEET WHAT WAS
DESIGNED PER THE PANTOPS CORNER PLANS, NO
FURTHER ANALYSIS IS REQUIRED TO MEET
STORMWATER QUANTITY.
x
0
z
GRAPHIC SCALE IN FEET
O 20 40 80
SCALE: 1- = 40-
v RY PERKINS y
Lie. No. 04&%5
0NAL
og ��
a a N Q
o
ro
O Q
Q� o
0
O z o�
_ LLJ
U Q Y
OaLu
Q ~
Q cl)
�0
>Q Z
SHEET NUMBER
CG-104
CT/IDtA 00l1C11 C. CTD D-7 Tn CTD r-1r;
400
+gin
1pmM EXISTING GRADE
m "� +n" zo m
s» o pzz o
396
PROPOSED GRADE
392 1
388
96 LF QF 15" RCP 0 0.99�
34 LF OF 15" RCP 00.559.
HYDRAULIC 64 LF OF 15" RCP 0 1.00%
GRADE LINE 123 LF OF 15" RCP ®0.55%
9+75 10+00 11+00 12+00
VDOT STORM DRAIN DESIGN CALCULATIONS - 10-YEAR STORM
13+00 13+
384
380
376
404
JIUmIVI r-MVr ILL. 31R MIJ I JIF% U/
404
400
400
m
a
m
m�M
a
n�
quo>
-0
a>
PROPOSED GRADE
c
396
`
gzz
--
396
\\\-EXIIING GRADE
/
392
392
OF 15" RCP Ei
!;b
97 LF
388
HYDRAULIC
388
1
GRADE LINE
14 LF OF 15" RCP ® 0.55%
I'll
384
384
382
382
2 rn
F75 10+00 11+00 11+
FROM
POINT
TO POINT
DRAINAGE
AREA
RUNOFF
COEFFICIENT
CA
INLETTIME
RAINFALL
RUNOFF
INVERT ELEVATIONS
LENGTH
SLOPE
SIZE
PIPE
CAPACITY
Q/Qf
VELOCITY
FLOW TIME
inlet
acam
upper end
lower end
incr I accum
acres
C
min
III
cis
ft
ft
ft
%
in
ch
%
fps
min
OS
04
0.36
0.77
0.280
0.280
5.00
6.67
1.88
389.18
388.99
34
0.60%
15
4.83
39%
4.09
0.15
5.00
04
03
(N/A)
(N/A)
0.000
0.280
0.00
6.61
1.86
388.89
388.22
123
0.50%
15
4.77
39%
3.73
0.56
5.15
03
02
(N/A)
(N/A)
0.000
0.280
0.00
6.44
1.81
388.12
387.48
64
1.00%
15
6.46
28%
5.28
0.24
5.72
02
01
0.34
0.71
0.241
0.521
5.00
6.36
3.34
387.38
386.43
96
1.00%
15
6.43
52%
5.28
0.30
5.95
01
B7
0.29
0.87
0.255
0.776
5.00
6.27
4.91
382.94
382.60
17
2.00%
15
9.15
54%
7.46
0.04
6.25
B7
0-2
0.17
0.78
0.130
0.906
5.00
6.26
5.72
378.50
378.00
25
2.00%
15
9.14
63%
7.46
0.05
6.29
07
06
0.43
0.84
0.360
0.360
5.00
6.67
2.42
388.98
388.45
97
0.50%
15
4.77
51%
3.73
0.41
5.00
06
0-1
0.16
0.89
0.138
0.498
5.00
6.53
3.28
388.35
358.27
14
0.60%
15
4.85
68%
i 4.09
0.06
5.41
VDOT HYDRAULIC GRADE LINE CALCULATIONS - 10-YEAR STORM
Angle 1 0 15 20 1 25 30 1 40 1 50 1 60 1 70 80 90
K 1 0 0.19 0.25 10.30 0.35 1 0.43 1 0.50 1 0.56 1 0.61 0.66 0.70
INLET
OINV
INV
(OUT)
ACTUAL
OUTLET
WSE
DESIGN
OUTLET
VISE
Do
Qo
L.
Sfo
Hf
JUNCTION LOSS
FINAL
H
INLET
WSE
F L
/
ELEV
V.
(8)
Ho
(9)
Q;
(10)
VI
(11)
Q;V;
(12)
2
(!
2g
H;
Angle
He
Hl
Surface
Runoff
Factor?
1.3 H1
IS-1?
0.5 Hl
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
B7
379.00
379.00
379.00
15
5.72
25
0.0078
0.20
7.46
0.22
4.91
0.00
0.00
0.00
0.00
30
0.00
0.22
YES
0.28
YES
0.14
0.34
379,34
387.20
01
383.60
379.34
383.60
15
4.91
17
0.0058
0.10
7.46
0.22
3.34
0.00
0.00
0.00
0.00
25
0.00
0.22
YES
0.28
YES
0.14
0.24
383.84
391.71
02
387.43
1 383.84
387.43
15
3.34
96
0.0027
0.26
5.28
0.11
1.81
0.00
0.00
0.00
0.00
60
0.00
0.11
YES
0.14
YES
0.07
0.33
387.76
394.55
03
388.48
387.76
388.48
15
1.81
64
0.0008
0.05
5.28
0.11
1.86
0.00
0.00
0.00
0.00
15
0.00
0.11
NO
0.11
YES
0.05
0.10
388.58
395.60
04
389.22
388.58
389.22
15
1.86
123
0.0008
0.10
3.73
0.05
1.88
0.00
0.00
0.00
0.00
90
0.00
0.05
N
0.05
YES
0.03
0.13
389.35
396.07
05
389.99
389.35
389.99
15
1.88
34
0.0008
0.03
4.09
0.06
0.00
0.00
0.00
0.00
0.00
0
0.00
0.06
ES
0.08
YES
0.04
0.07
390.06
395.30
06
389.27
387.10
389.27
15
3.28
14
0.0026
0.04
4.09
0.06
2.42
0.00
0.00
0.00
0.00
80
0.00
0.06
ES
iEO
0.08
YES
0.04
0.08
389.35
394.35
07
389.45
389.35
389.45
15
2.42
97
0.0014
0.14
3.73
0.05
0.00
0.00
0.00
0.00
0.00
0
0.00
0.OS
YES
0.07
YES
0.04
0.17
389.62
394.96
LD-204 - INLET SPREAD CALCULATIONS
COMBINATION INLETS ON GRADE
STORM PROFILE: TRENCH DRAIN TO STR 07
400
OIL WATER SEPARATOR
INV IN: 393.27
INV OUT: 393.15
myol
EXISTING
GRADE
TRENCH DRAINS DEPTH
VARIES FROM 3" TO
»
11" BELOW GRADE
-_
396
_ _
396
PROPOSED GRADE
392
1392
6" BOTTOM OUTLET
(SEE TRENCH
DETAIL ON CS-503)
24 LF OF 6" PVC PIPE
APPROX. 2.0% SLOPE
388
388
386
386
o
rn
Co
M
M
M
M
+00 11+UU
L
�Q
O =>
wc:
z
Q C
0
GRAPHIC SCALE IN FEET
0 15 30 60
o 1 z
0 o n o
�\
HORIZONTAL
6.0
a w I T
r
x
w C 3
-
J
Q
Y Q
0
F
3.0
0 0
�
1.5
e3
O
LTH OF
404
OMINI INF%1 rF%UF ILL.
UU-I
IU IJLVV
a
>
o ams�
j
co
>a
O U h m da
O
Ua U>as OE
m�+v
00 0
a
ms
md
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m
o
400
om
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umi o
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m M"'.
.aim
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Z z� oa>
C°iz?'o
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ors»
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j Fn>
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coi
v�irc 3?
PROPOSED GRADE
ZQ
pr3»
U m K Z Z
umrczzz
396
396
EXISTING GRADE
392
392
®301%
PNC 4 LF OF
LF 6" PVC 0 3.07%
3/4"
TO HOSE
PVC WATER SERVICE
BIBB CROSSING
6y
12 LF OF
6" PVC 0 3.07%
%
�STORMX.
388
PNC 0,5
LOOCATI N OF 8" PVC
388
106 �F OF6
26 LF OF
6" PVC 0 3.07%
384
42 LF
6" PVC
OF
0 3.07%
384
382
382
N
Q
r
N
OC�
n
-75 10+00
11 +00
12+00
Label
Solve For
Discharge(cfs)
Slope(ft/ft)
Grate Width (ft)
GutterCross Slope
Road Cross Slope
Manning Coefficient
Local
Local
Depression
Efficiency(%)
Gutter Width
Grate Length (ft)
Grate Type
Clogging(%)
Curb Opening
Intercepted Flow
Bypass Flow
Spread (ft)
Depth (in)
Flow Area (ft')
Gutter
Total
Velocity (ft/s)
(ft/ft)
Wit)
Depression (in)
(ft)
Length (ft)
(cfs)
Ids)
Depression(in)
Depression(in)
Width (in)
2
Efficiency
0.96
0.021
2
0.08
0.02
0.013
1.5
18
100
2
2
50-
CURB INLETS IN SAG
Gutter Width
Gutter Cross Slope
Road Cross Slope
Curb Opening
Opening Height
Curb Throat
Local Depression
Local
Throat Incline Angle
Gutter
Total
Label
Solve For
Discharge (ft'/s)
Spread (ft)
Depression
Depth (ft)
Bypass From Inlet
(ft)
(ft/ft)
(ft/ft)
Length ft
gt ( )
ft
( )
Type
yp
1n
(')
Width (ft)
(degrees)
Depression (ft)
Depression (ft)
7
Spread
1.44
8.1
2
0.08
0.02
6
1
Horizontal
1.5
18
90
3.4
1.4
2.9
6
Spread
0.55
4.3
2
0.08
0.02
6
1
Horizontal
1.5
18
90
2.5
1.4
2.9
1
Spread
1.02
6.4
2
0.08
0.02
6
1
Horizontal
1.5
18
90
3
1.4
2.9
GRATE INLETS IN SAG
Label
Label
Solve For
Discharge (ft'/s)
Spread (ft)
Left Side Slope
Right Side slope (ft/ft
Bottom Width (ft)
Grate Width (ft)
Grate Length
Local
Depression
Local Depression
Grate Type
Clogging (%)
Depth (ft)
Wetted
Top Width (ft)
Open Grate Area
Active Grate
(ft/ft (H:V))
(H:V))
(ft)
WDepret)
idth
Perimeter(ft)
(ft')
Weir Length (ft)
(in)
5
Spread
1.12
13.5
50
50
2.5
0
0
SO mm (P-1-7/8
50
1.6
13.5
1 13.53
2.8
7.5
C
U RYA��jRR PERKINS
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LIG. No. 046M
8/27/1-3
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FO Of
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Q F-
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HEci C; i,i NBEE
CG-301
"")j ` `.v,&I ;I , /
Concrete Division
Pipe n
D o
STC 4501 Precast Concrete Stormceptore
(450 U.S. Gallon Capacity)
Cover and Grate
Grade Adius.rs To
Sod Fid._ Glee
8.
"0 PVC Rpe
MIn.15'Ho Vanes To
xd4•4 Match Grade
r P
lmmiW
4"121 Oil Pod
; M1111,7171111f! 010%
ming 0010-11111hk 11 '
60'
12'm lnbt 4'OOutlet Min. *161OutletOawn Pipe Rler Pipe(Removable) J4are A If IrF. v. 6•
(Tee Opening to Fans Side Wall)
Section Thm Chamber Plan View
Notes:
1. The Use Of Flexible Connection is Reco®ended at The Inlet and Outlet Where Applicable,
2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port.
3. The Storraceptor System is protected by one or more of the following U.S. Patents: #4985148,
N5498331,#5725760,#5753115,#5949181,N6068765,#6371690.
4. Contact a Concrete Pipe Division representative for further details not listed a this drawing. Riok.027
It
11
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2016 ROAD & BRIDGE STANDARDS
OH, Y %STM CAST -.I•.- A sEClION STET] IRON, 2 ,^
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NOTES
1.DEPTH OF DEi IR
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1D. WEEr TIE APUPaROV . OF THE EMCPEER
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STEP OREATEH°UNLESSx TNERIISI NOTED 11 THE DEPTH
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:CTION A -A
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STANDARD METHOD OF SHAPING
MANHOLE & INLET INVERTS �2
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
W-1
COVER A
NON -TRAFFIC
❑ ❑ ❑ O� CONDITIONS
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MANHOLE COVER
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2016 ROAD & BRIDGE STANDARDS
NO PROJECTION OF PIPE ABOVE GROUND LINE
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® SEODMG M HE ROAD AND BRIDGE ® E RArvNMEnT NOTES
FOR IENIPA_ NOTE' 0 IS.
SEE INSTALLATION IF kEPP�UL3,EDD
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11 OTHER PHI REIIAN
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B01ER PIPE ANDULAR ATEDIRECTLY „° BRIDGE SPEGFRASECI JD2 OF T RD D
ROAD t°ANUAR
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
CIRC. PIPE BEDDING AND BACKFILL - METHOD
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Lie. No. 016585
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SHEET NUMBER
CG-501
WAWA STANDARD LANDSCAPING SPECIFICATIONS
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1. ALL TOPSOIL SHALL BE A MINIMUM OF 4" IN ALL SOD AREAS AND 8" IN TREE, SHRUB AND GROUND COVER BEDS,
INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE,
PRIOR TO INSTALLATION.
2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE.
3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK,
CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS.
4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION
SPECIFICATION.)
5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING
INSTALLATION.
6, ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE
(SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS
f
AND THE MANUFACTURER'S INSTRUCTIONS.
7. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED
EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE
AND MULCH BEDS, ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT
LOCATIONS, BARRIER SHOULD BE CUT IN AN'W PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED
n,.s
AFTER PLANT HAS BEEN INSTALLED.
8. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR
r
ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24"' FROM
THE CURB.
9. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE
R
NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI
Z60.1.
10. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF
NURSERYMEN" AND STATE NURSERY/LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL
r
MIXTURE, STAKING AND GUYING.
11, ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET
PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (Z)
INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO
ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE
PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO
MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM
EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE'S
MATERIALS.
12. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT
HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL.
13. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED
AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM
DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO DESIGNATED AREA AT FUEL STACKS SHALL BE MULCHED WITH
"RIVER
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1".3" STONE" MULCH. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER.
14. SEEDBED PREPARATION
A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE
OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION,
300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF
TOPDRESSING.
B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING
TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD
PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS
PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED
WHEREVER FEASIBLE.
-
C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE
RETILLED AND FIRMED AS OUTLINED BELOW.
D. GRASS SEEDING MIXTURE AND APPLICATION RATE:
PERCENTAGE OF TOTAL WEIGHT APPLICATION RATE SEED TYPE MINIMUM
GERMINATION ALLOWED
5-7 LBS/1000 S.F.
60% :'REBEL" TALL FESCUE 90-97
35% 'YORKTOWN"PERENNIAL RYE 90-98
5% "STREEKER" REDTOP 90-92
E. IN AREAS DESIGNATED AS SOD, FESCUE SOD IS TO BE INSTALLED ON MINIMUM 4" TOPSOIL. AREAS TO BE
SODDED ARE TO BE PREPARED AS NOTED FOR ABOVE SEEDED AREAS.
16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE
CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES
AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE
REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY
FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL
COMPLETENESS.
GENERAL LANDSCAPING NOTES
1. 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT.
2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER
OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED
LANDSCAPE PLAN.
3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY
TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
LANDSCAPE REQUIREMENTS AND CALCULATIONS PER ALBEMARLE
COUNTY CODE AND ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES:
REQUIRED LANDSCAPING,
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED
SITE AREA: 90,839 SF X 10% = 9,084 SF
CANOPY REQUIRED: 9,084 SF
EXISTING CANOPY: 6,742 SF (PER PANTOPS CORNER DEVELOPMENT)
CANOPY PROVIDED: 6.495 SF
TOTAL CANOPY PROVIDED: 13,237 SF
PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA.
36,054 SF X .05 = 1,803 SF
REQUIRED, 1,803 SF OF LANDSCAPED AREA
PROVIDED: 2,012 SF OF LANDSCAPED AREA
LARGE SHADE TREES (2.5" CAL.)
48 PARKING SPACES (48 / 10 = 4.8)
REQUIRED: 5 LARGE SHADE TREES
PROVIDED: 6 LARGE SHADE TREES
DUMPSTER ENCLOSURE TO BE SCREENED WITH 9 EVERGREEN SHRUBS.
RETAINING WALL (2'-8') HT. TO BE SCREENED BY OTHERS PER THE PANTOPS
CORNER DEVELOPMENT.
ENTRY CORRIDOR OVERLAY:
LARGE SHADE STREET TREE (3.5" CAL.) — 35" O.C. W/ INTERSPERSED
ORNAMENTALS (6' HT.) & SHRUBS 5' O.C. ALONG RICHMOND ROAD
190 LF OF FRONTAGE/35 = 5.43 TREES
190 LF OF FRONTAGE/5 = 38 SHRUBS
REQUIRED 6 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS & 38 SHRUBS
PROVIDED: 7 LARGE SHADE TREES W/ 7 ORNAMENTAL TREES & 91 SHRUBS
LARGE SHADE INTERIOR STREET TREES (2.5" CAL.) — 40' O.C. ALONG PANTOPS
CORNER WAY AND TRAVELWAY B
479 LF OF FRONTAGE/40 = 11.98 TREES
REQUIRED: 12 LARGE SHADE TREES
F EXISTING: 14 LARGE SHADE TREES (PER PANTOPS CORNER DEVELOPMENT)
PARKING LOT LANDSCAPING KEY PLAN
167 SF
SF
wiAt
167 SF
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307 SF
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MANAGED STEEP SLOPES
PLANT SCHEDULE
EVERGREEN TREES
CITY
BOTANICAL NAME
COMMON NAME
CONT
SIZE
CANOPY COVERAGE
10
1
Ilex opaca
American Holly
B & B
6' HT MIN.
44 SF
LARGE SHADE TREE
QTY
BOTANICAL NAME
COMMON NAME
CONT
SIZE
CANOPY COVERAGE
GS
6
Gleditsia tnacanthos inermis'Shademaster TM
Shademaster Locust
B & B
2.5"Cal
424 SF
UA
7
Ulmus americans 'Princeton'
American Elm
B & B
3.5"Cal
397 SF
ORNAMENTAL TREE
QTY
BOTANICAL NAME
COMMON NAME
CONT
SIZE
CANOPY COVERAGE
CC
5
Cercis canadensis
Eastern Redbud
B & B
6' HT MIN.
124 SF
CP
4
Comus florida'Cherokee Princess'
Cherokee Princess Dogwood
B & B
6' HT MIN.
124 SF
DECIDUOUS SHRUBS
CITY
BOTANICAL NAME
COMMON NAME
CONT
SIZE
RG
26
Rhus aromaflca'Gro-Low'
Gro-Low Fragrant Sumac
Cont.
18" HT MIN.
EVERGREEN SHRUBS
CITY
BOTANICAL NAME
COMMON NAME
CONT
SIZE
IGS
51
Ilex glabre ' Shamrock'
Inkberry
Cont.
24"HT MIN.
MICE
9
Myrica cerifera
Wax Myrtle
Cont.
24" HT MIN.
PFA
40
Pieris floribunda
Mountain Pieria
Cont.
24" HT MIN.
RCE
6
Rhododendron catawbiense
Catawba Rhododendron
Cont.
18" HT MIN.
SITE LEGEND
PARKING LOT MANAGED STEEP SLOPES
LANDSCAPING AREA
PAVED PARKING AREA LARGE PARKING LOT LANDSCAPING u7j]
SHADE TREE
REMARKS
REMARKS
Strong central leader
12' HT MIN, Strong central leader
REMARKS
Single -trunk, Strong central leader
Strong central leader
REMARKS
Uniform; Dense; Full to the ground
REMARKS
Uniform; Dense; Full to the ground
Uniform; Dense; Full to the ground
Uniform; Dense; Full to the ground
Uniform; Dense; Full to the ground
v
GRAPHIC SCALE IN FEET
0 10 20 40
SCALE: 1" - 20'
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OBBIE D. ROACH
Lic. No. 1870
8/27/2019
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SHEET NUMBER
CP-101
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GENERAL NOTES
1. Plants shall be healthy, vigorous material, free of pests and diseases and are subject to approval/rejection
of the Landscape Architect prior to, during and after installation.
2. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs,
and source list to the Landscape Architect for approval at a minimum of six (6) calendar weeks prior to
installation. Plants not approved shall be resourced and resubmitted. Substitutions and/or modifications to
planting layout, plant materials, etc. shall not be made without the written consent of the Landscape
Architect.
3. Planting beds and individual tree plantings shall be mulched continuously as specified.
4. Prior to construction the contractor shall be responsible for locating underground utilities and execute work
in a manner that avoids damage to utilities during the course of work. Contractor shall be responsible or
remedy of any damage to utilities, structures, site appurtenances that occur as a result of landscape
related work.
5. Contractor is responsible for verifying quantities shown on documents. Field adjustments shall be
approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference -it
is the Contractor's responsibility to ensure full coverage of plants at the indicated spacing.
6. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing,
edging, spraying, mulching, fertilizing, of plantings and turf areas for one (1) calendar year from date of
certificate of occupancy. Contractor is responsible for warranty of all plant material for a period of one (1)
calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed
the original specification identified on drawings. Replacement planting shall extend the same warranty as
originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of
warranty period.
7. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the
Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement
by warranty shall exhibit characteristics of 30% dead -per individual plant, non-contributing or disease
compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and
continuous, densely established coverage.
8. Contractor shall perform a site review at end of warranty period and provide the Owner with written
P ty P
documentation of the site, including plant health, warranty replacement items, and conditions that may be
influencing plant health. Contractor shall remove from plants and site, all staking and guying material at
end of warranty period.
9. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the
Work undertaken.
10. All material including planting operation appurtenances shall be of domestic origin manufacture and
sourced within 100 miles of the project site.
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11. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary
Po 9 P 9
resulting modifications to schedules are responsibility of the Contractor.
12. All landscaped and lawn areas are to be irrigated. The General Contractor is responsible for providing a
turnkey design build irrigation system as part of the base bid for the project. The contractor shall provide
an irrigation plan and product installing irrigation sleeving as shown on the landscape plan prior to
installation of paving materials.
PERFORMANCE SPECIFICATION
1. PLANTS
A.General
1. Live healthy plants free of dead branches and parts
2. Free of disease, insect, injury and damage
3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired
damage.
4. Free of girdling roots or rootbound/circling container conditions
5. Plants of consistent in growth habit and healthy character
6. Free of compromising growth conditions such as Weak crotch connections, crossed branches, snags and
scars
7. Point of origin growing location within 100 miles of project site
B. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1 American Standard for Nursery
Stock most current edition
9. Species identified consistent with Hortus Thirtl: Concise Dictionary of Plants Cultivated in the United
States and Canada, most current edition and Manual of Woody Plants: Their Identification, Omamental
Characteristics Culture Propagation and Uses, most current edition
10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans
B. Trees:
1. Deciduous Single Trunk
a. Full, straight and upright with consistent symmetrical natural branching pattern throughout
b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local
jurisdiction
2. Deciduous Multi -Trunk
a. Full and upright with straight consistent symmetrical natural branching pattern throughout
b. Canes evenly spaced and of similar growth habit
c. Free of suckers and extraneous branching
3. Evergreen Single -Trunk
a. Full and upright with continuous symmetrical dense natural habit
b. Clear branching height twelve If 2) inches above top of rootball
v c. Free of suckers and extraneous branching
d. Do not shear or otherwise prune to shape plantings
3 C.Evergreen and Deciduous Shrubs
1. Full, dense and naturally symmetrical.
2. Consistent with container and/or balled and burlapped size
3. Free of suckers and extraneous branching
4. Do not shear or otherwise prune or shape plantings
D. Evergreen and Deciduous Groundcover
1. Full and dense in pots or flats
E. Perennials and Seasonal Color
1. Full and dense in pots or flats
F. Turf Grass
1. Subgrade
a. Soil Mix-10% Compost, 90% topsoil by volume
b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials
including litter, stones, sticks and all items greater than % inch in any dimension
c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown
on drawings. Allow for thickness of sod when applicable
2. Gress Sod
a. Install not longer than twenty-four (24) hours from harvest
b. Grass bed not less than two (2) inches in continuous thickness
c. 100% continuous live sod coverage after first growing season and at end of warranty period.
d.Of uniform non -varying density and continuous texture quality capable of growth and development
immediately upon installation. Weed and noxious plant free
e. Stagger installation rows and place aligned parallel to contours
I. Fill joints solidly with planting bed preparation soil
g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1
3. Grass Seed
a. Mix approved by the Landscape Architect
b. Provide first and new of year Seed crops in mix free of weed seeds and deleterious matter
c. Provide seed mix not greater than 15% annual or perennial rye
d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty
e. Replacement or overseeding mixes consistent with original application/installation
f. Provide erosion blankets or other slope retention methods as noted on drawings
II. Materials and Appurtenances
A.Testing
1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified
not greater than 120 calendar previous days from current date of submittal for review
B. Top Soil
1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously
free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in
any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not
exceed 25%
C.Use of Existing Topsoil
1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing
and additive program that demonstrates consistent performance and characteristics and composition as
identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures
D.Shredded Hardwood Mulch
1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed.
Neutral Ph balance 5.5-7.5
E. Composted Pine Bark Fines
1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10%
Wood content
F. Compost Ph
1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of
visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight.
Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids
G.Compost Testing
1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in
final compost product; statement that the products meets federal, state and local health safety
requirements
2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described
physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants
(including a statement that fecal coliform and salmonella testing and results comply with requirements of
the US Composting Council Seal of Testing approval programs
H. Planting Mix
1. 85% topsoil and 15%Compost
I. Fertilizer
1. Granular 1 %nitr09en 6/Phosphorous, 4/Potassium
ranuarform wit
h 50% Nitrogen in or anic form.
Product
and Material Safe Data as approved b Owner
fY PP Y
J. Herbicide
1. Product and Material Safety Data as approved by Owner
K. Water
1. Potable only unless otherwise approved by Owner
L. Hardwood Stakes
1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides
M.Tree Ties
1. Villa Non -Abrasive Rubber Tree Ties or approved equal
N. Filter Fabric
1. Miraf 140-N or approved equal
O.River Stone
1. Locally sourced, river rounded, unfaceted river stone/cobbles.
2. Size shall not exceed 3 total inches in any dimension.
3. Color and texture approved by Owner
4. When placed in concrete or mortar setting bed, tamp to secure and brush clear joints.
15, Concrete or mortar as approved by owner.
O. Execution
A.Site Conditions
1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable
are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions.
2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner
of acceptance prior to commencement of work.
3. Notify Owner in writing of any conditions that may preclude successful completion of Work including items
such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition,
access to storage/work areas, damage to conditions, etc.
4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks,
materials delivery and/or installation and warranty responsibilities.
5. Coordinate and cooperate With other trades working in and adjacent to work areas. Examine drawings of
other trades which show development of the entire project and become familiar with the scope of required
work by others.
B. Planting Seasons
Recommended seasons are a general guide based on historical climatic data and typical performance of
plantings, and which vary dependent on project -specific environmental conditions. Due to construction
schedules, recommended planting seasons may/may not coincide with request(s) for certificate of
occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner
on an individual project basis.
1. Deciduous and Evergreen Trees
a. Do not install/plant the following trees between September 15 and March 15
1. Oaks (Quercus Sp., Such as C. rubra, Q. alba, Q. phellos, Q. coccinnea)
2. Dogwood (Corpus Sp.)
3. Sweetgum (Liquidambar Sp.)
4, All Conifers and Evergreens except White Pine (Pinus strobus Sp.)
2. Deciduous and Evergreen Shrubs
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
3. Perennials
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
4. Spring Flowering Bulbs
a. Install/plant between September 15 and December 15
5. Seasonal Annuals
a. Install/plant in season per approved schedule
6. Turf Grase
a. Install/plant between March 15 and May 15 and/or September 15 and November 30
b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40)
degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work
7. No Plant Installation
a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner
C.Positioning & Location of Plantings
1. Position plants to show the most -prominent and well -formed face to most -public view
2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning
installation
3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without
Owner approval
D. Implementation
1. Pursue Work continuously without delay or interruption until completion unless notified otherwise by Owner
2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of
ten (10) Working days from date of receipt for review of submittals and response to Owner and Contractor.
Plan accordingly for procurement of materials
3. Continuously update Implementation schedule and notify Owner of progress. Delays related to material
availability are not cause for non -completion of scheduled delivery of work
4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for
remedy of schedule delays. Do not work, place or modify frozen soil
5. Report delays due to extraordinary natural or other conditions beyond control of Contractor
E. Clean Up
1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly
clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site
furnishings, etc.
2. Repair any damage to existing conditions that occurred during execution of Work.
3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape
Architect.
PREVAILING WIND
NON-ABRAISIVE RUBBER
TREE TIES
TREE STAKES
f
PLAN VIEW �\v\
CENTRAL LEADER
REMOVE NURSERY STAKE
N N-ABRAIRUBBER TIES.
0 S VE R U
THREE 3 TWO YFROM E STAKES.
INSTALL ' AWA FROM EDGE OF THE
ROOT BALL. STAKE LOCATION SHALL NOT
INTERFERE WITH PERMANENT BRANCHES.
STAKES SHALL BE PAINTED BLACK PRIOR
TO INSTALLATION.
County of Albemarle
Conservation Plan Checklist -To be placed on Landscape Plans
(Handbook, pp 111-284-111.297 for complete specifications)
I. I he f llnw'ma'temv+ha 11 he charm an the old n:
N/A ❑ pees la he saved:
� Limits of clearing luutside dripline ol'nees m be saved):
N/A ❑ Locution and type of protective fencing;
N/A ❑ Grade changes rsquiring tree wells or walls:
N/A❑ PrnposedmenchingoTtunnelingbeyandlhelimiaofclearing.
2. Nlarkinas:
❑ All vees to be saved shall be marked with from or ribbon at a height clearly visible to equipmem operators.
❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre-Conrlrucrlon Conference:
❑ 1"ree pres ,tom and protection measures shall he re rowed with the canrmctar on site.
4. Eaulbmenl Ooennon aria Sloraee:
❑ Heavy equipment. vehicular traffic and -rage of-truction materials including sail shall nut be permitted within the driplines ofuees
ro be sa, ed.
$, Cnit Frnrfun and S[armwal¢r Uefention 1)"' s:
❑ Such devises 'trail not edvetscly affect trees to he saved.
6. Firrs;
❑ Fires are nut permitted within I(ID feet of the dripline or trees w be saved.
7. Toxic Materials:
❑ Toxic materials shall not be stored within 100 feet ul'thz dripline of trees tube saved.
S. Pranced a Fencfmn
❑ Trees ro be retained within 40 feet of a proposed building or grading activityshall be protected by fencing.
❑ Feming shall be in place and shall he inspected and approve) by a County Inspector prior to grating or consuuction.
9. Tree Wells:
❑ when the ground level most be raised within the dnpline of a tree to be saved, a tree well shall be provided and a construction detail
submiued for approval.
10. Tree Walls:
❑ When the ground level must be towered within the driplioo a tree to be suved. .,.c all shall be provided; and a cnnswctioo detail
submitted for approval.
it. Trenchlae and Tunoe6ee:
❑ When trenching is required within the limits of clearing, it shall be done as far away from the honks of trees as possible. Tunneling
under a large tree shall be considered as an altemative when it is anticipated that necessary trenching will deslmy feeder nmrs.
12. C n
❑ Protective fencing shall be the last items removed during the f final cleanup.
- LOOSENED SOIL TURN THE SOIL TO Il. Damaeed Trees:
REDUCE COMPACTION TO THE AREA AND ❑ Damaged trees shall be treated immediately by pruning, fntilizmion or other methods terommended by a tree specialist.
DEPTH SHOWN.
4' LAYER OF MULCH. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE. CONSERVA1lON
MULCH ON TOP OF ROOT BALL SHALL NOT REQUIREMENTS.
EXCEED V
FINISHED GRADE.
f� EXISTING SOIL.
SCARIFY SIDES OF PLANTING PIT
`TOP OF ROOT BALL SHALL BE FLUSH WITH
3x WIDEST DIMENSION OF ROOT BALL _ 1 __- BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTING SOIL.
G
DECIDUOUS TREE PLANTING
NOT TO SCALE
SET SHRUB AT ORIGINAL GRADE OR UP
TO 1/8 DEPTH OF ROOT BALL
T SHREDDED HARDWOOD MULCH OR
APPROVED EQUAL
MAKE (3) - 1 - CUTS IN SIDES OF THE
ROOTBALL
PLANTING SOIL MIX PER PLANTING SPECIFICATIONS
UNDISTURBED SOIL PEDESTAL
2X WIDTH OF NOTE: SHRUBS INSTALLED IN
ROUT BALL CONTINUOUS SUCCESSION OR LARGE
BED SHALL BE PLACED IN ONE
CONTINUOUS DEPTH BED
SHRUB PLANTING
B NOT TO SCALE
:T TREE AT ORIGINAL GRADE OR UP TO 118
:PTH OF ROOT BALL
SHREDDED HARDWOOD MULCH OR APPROVED EQUAL
)(L SAUCER: USE PREPARED TOPSOIL, 6' MIN.
iRDW00D STAKES (3)
)PES AT TOP OF BALL SHALL BE CUT. REMOVE TOP
OF BURLAP. NON -BIODEGRADABLE MATERIAL
ALL BE TOTALLY REMOVED
ANTING SOIL MIX PER PLANTING SPECIFICATIONS
)DISTURBED SOIL PEDESTAL
ARBORTIE AT BARK
��yayf GUY WIRES (3), WHITE FLAG ON EACH
'"ksss 2 STRANDS OF TWISTED GALVANIZED WIRE EACH
�)
t TURNBUCKLE (3), GALVANIZED
SET TREE AT ORIGINAL GRADE OR UP TO
r 118 DEPTH OF ROOT BALL
i T SHREDDED HARDWOOD MULCH
SOIL SAUCER: USE PREPARED SOIL, 6' MIN.
ROPES AT TOP OF BALL SHALL BE
CUT. REMOVE TOP 112 OF BURLAP.
NON -BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED
PLANTING SOIL MIX PER PLANTING
SPECIFICATIONS
2X WIDTH OF
LL UNDISTURBED SOIL PEDESTAL
0EVERGREEN TREE PLANTING
D NOT TO SCALE
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SHEET NUMBER
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EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A
FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINGING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
ONE HALF FOOTCANDLE.
LOCATION
LUM NO.
SUMMARYLUMINAIRE
LABEL
MTG.HT.
MOUNTED
LUM NO.
��
LABEL
-
MTG.HT.
1
A4
20
29
C2
20
2
A4
20
30
C2
20
3
A4
20
31
C2
20
4
A4
20
32
C2
20
5
B2
20
33
C2
20
6
B6
20
34
D1
9
7
B4
20
35
D1
9
8
B4
20
36
D1
9
9
B4
20
37
D1
9
10
C2
17
38
D1
9
11
C2
17
39
D1
9
12
C2
17
40
D1
9
13
C2
17
41
D1
9
14
C2
17
42
D1
9
15
C2
17
43
D1
9
16
C2
17
44
S1
9
17
C2
17
45
S1
9
18
C2
17
46
S2
8.5
19
C2
17
47
S2
8.5
20
C2
17
48
71
15
21
C2
17
49
W1
15
22
C2
20
50
W1
15
23
C2
20
51
W1
15
24
C2
20
52
W1
15
25
C2
20
53
W1
15
26
C2
20
54
W2
15
27
C2
20
55
W2
15
28
C2
20
56
W2
15
NOTES:
ALL AREA
ALL CONCRETE
(UNLESS
LIGHTS ON
BASES
OTHERWISE
19.5 FT. POLES
TO BE LOCATED
NOTED)
ON
5 FT. BEHIND
6 IN. CONCRETE
CURB
BASES
NOTES
LUMINAIRE SCHEOULE
SYMBOL
QTY
LABEL
ARRANGEMENT
LUMENS LLF
BUG RATING
WATTS/LUMINAIRE
TOTAL WATTS
MANUFACTURER
DESCRIPTION
4
A4
SINGLE
8714
1.030
B1-U0-G2
134
536
CREE, INC.
ARE-EDG-3MB-DA-06-E-UL-BZ-700-40K
1
B2
BACK -BACK
12425
1.030
B3-UO-G2
134
268
Cree Inc.
ARE-EDG-4M-DA-06-E-UL-BZ-700-40K
3
B4
SINGLE
9359
1.030
81-U0-G2
134
402
CREE, INC.
ARE-EDG-4MB-DA-06-E-UL-BZ-700-40K
1
B6
BACK -BACK
8096
1.030
B2-UO-G2
101
202
Cree Inc.
ARE-EDG-4M-DA-06-E-UL-BZ-525-40K
24
C2
SINGLE
7758
1.030
B3-UO-GO
68
1632
CREE, INC.
CAN-304-PS-RD-06-E-UL-WH-350-40K
10
D1
SINGLE
1652
1.020
B2-UO-GO
27.2
272
Cree Inc
KR6-20L-40K-120V + KR6T-SSGC-FF (HOUSING)
2
S1
SINGLE
2659
1.000
BO-U5-G2
20
40
FC/SSL Lighting
FCWS7170-XXX-40K-2500-CRI85-CC
2
S2
SINGLE
2650
1.000
BO-U5-G2
20
40
FC/SSL Lighting
FCWS7168-XXX-40K-2500-CRI85-CC
=
6
W1
SINGLE
4104
1.030
B1-U0-G1
44.6
267.6
CREE, INC.
SEC-EDG-3M-WH-04-E-UL-BZ-350-40K
p
Z
3
W2
SINGLE
7312
1.030
B2-UO-G2
92
276
CREE, INC.
SEC-EDG-4M-WM-04-E-UL-BZ-700-40K
GRAPHIC SCALE IN FEET
0 10 20 40
SCALE: 1' = 211'
3 3: 3: 1
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SYMBOL: QTY:
LABEL:
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ARE-EDG-3MB-DA-06-E-UL-BZ-700-40K
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132
ARE-EDG-4M-DA-06-E-UL-BZ-700-40K
-� 1 3 1
134
ARE- EDG-4MB-DA-06-E-UL-BZ-700-40K
ARE-EDG-4M-DA-06-E-UL-BZ-525-40K
Cree EdgeTM Series
LED Area, Flood Luminaire
Product Description
DA Mount
The Cree Edger" Series has a slim tow prof le design. Its rugged cast aluminum housing h m hazes
wind load gdrearerts and features an integral, walithen,ght LED driver compartment and high :I
perform- alumnum heat sinks. Various mo-ti g h s: Adjustable Arm, Direct Arm. Direct Arm
WNW -
Long, cr Side Arm [details an page 21. Includes a leaf/debts guard
Applicatiom: Parking lots, walkways, campuses, or dealership, office complexes, and internal
roadways
Performance Summary [bee-rrlmi 4
Patented NanoOpul'' Product Technology
Assembled a the U.S.A. of U.5 and mported parrs 18.1-
1660mm1 - - - NEMA. Photocell
CRIB M'mmum M CRI 9.0- Receptacle location
CCT: 4000K I+/- 300KI. 5700K I./ 500KI standard 1229mml )ordered as an cotton)
Limited Wa an f: 10 years on lummene 10 years n Color) 1 ty y a / y a o Colorfast De laGuartl• finish 27. Convenient.
•� e 9 9 w^Iwai.a"n via. o r+r .., [53mm1 I I rnoeking
nN1 M uhotang
v tLJ--JI:IL_ _ 1J/ Metd
199mm1 A.
Accessories
LED Count Dim. •A• Weight
Fleltl-Instal -ed 1x10)
Birds ikea Iuku n .2 121'"u-21 It, 11.1
D p ICo nt I n SMeld• D1 _ 91
XA eRCSPN M uo8L5 4 a4 12.1' 13p6mm1 24 tbs_ f11 x9 I
luds N•WR • r-pack
XA S NSRVI Unpainted stainil-- 1- ceI7mm1 271bs. 112kg1
F p n of the g able mu i-IevN -�
.pI
nit neltl. _ used. Ob 161'16o9nm1 2flat .113kyi
3 181"('59-1 32111, [,$let
20. 1'151@nml ?36Ws. 1151,91
4 22 I' (56pri 37 Ws 11741
5 241'IQIlmm1 �4t 1%-n'kgl
Ordering Information AA/DUSA Mount - see page 22 forweight & dimens,one
Example: ARi:-EDG�2M PA 12-E-UL-SV-350
Pntlu[t Optic Mounlin9• Count Series Voltage Color Drive ""es- -
op Lions Comm
Ixt01
i4 4MP AA 12 E UL 61 311 OIM 0 1V Dmm ng eML Pn9ramm•Me-u level,
End My IY hie od _,sat B _ 3sa,_A -Con 20-4o M ea He gel
iMaum xi-1 /BLSw/Portal e6 20-27TV a2 515 Retie etinis_ - -R �_ 4 sg
W OB UH d-ii, I -A old
:. Mrye II ]NP BLS pinta Prn to nirersal sY - - Cant exceed spotted a,,. -In ded for down)gnl
.odium Type l:I . M 347-4sov sewer 70D,A cur t a li sat o'bU
:w/aLs Medum i v pied L.y WH vaitahle F FpMran PML2 pro9rammaN•Muit-L•nl,
I..wiPanial M m Wn a _u, 2(I. -Rehr to NL n for W. Moumina x•gnl
iryell BLS 65 +b bo LEDs oval billy 'M1HL pions -- ,.
Metlium fan Type _defile U 1 ge only tle 1
d/Penial T,.,v anon a,labie for U.S. opal <atons uwnt g:i
DL5 Memum o I narea 5no<ztV .I,
pan 4M1, Wnencode d<tates luzmg. R NFNA•Piatann Rlgi,l l•
fiediulaeal Typed NL XVuee Ionsi 11 Ntrout) appliaat ons w'IFnlma9xtmum '.. : Nanmm Metl,um Role L 45'titl w/BLS _. _
s�-e=.'fur
it-.-PMtuetui ptners
A4 � Smzor not nDluded -Rol SfgF.a. lin for
EOe 25'Flmd 70'neud xi Adiusiablr. ML NWN-LavN avadabiiiry unto ML options
49 SN a All Rater In NL .yec. s.he_et for fON 4peNLGd•ruessiature
s )'Flood Slqn gA 0t�ails-Min,mum 7o CRI
Site. Arm ended for di Color temperature Per
variable ..PLrationz at o°tilt lumina,re
itn 20-60 P Photawll
LEG. its.
aer to hn se can elfor
v II b 1 Y lb ML options
Avail bl UL ro{lacy¢ only
COUSCE � R. Oat.In R1 ID10212018
CRE
E
us: lighh.%x res.com T 18001236-6800 F 12621504-5415 Canad., www.rr onna/ramp. T 1800) 473-1234 F 1800) 890-7507
Cree Edge it LED Area/Flood Luminaire
Product Specifications
EI•ctrked Data'
W STRUCTiON&MATERIALS
• Sr t profile, -- wind load requirements
.Total Current lA'
• Lum noire sides are rugged die cast aluminum with integral
System
LED Count wens
weathertght LED driver compartment and high performance heat sinks
"101 121 IKW 120V 206V 240V 277V 34N 480V
• DA and DI mount utilizes convenient -terlockhng mounting method.
Mounting s rugged d , cast aluminum, mounts to 3-6- 176-152mml
square or round pole and secures to pole with 5/16-18 UNC bolts spaced
: 350mA
e` 15Lmml ce nters s-m
• and 51mounts are rugged die cast aluminum and mount to 2-
121 0.11 "1 1 li 0cb -
151mm1 IF'. 2.375 160mml O-D- tenons
„4 <6 c 31 121 121 cz0 0 s 0 12
• Includes leal/debris guard
- - - - -
• Entail- Colorfast DetiaGuard• finish feature, an E Coal epoxy primer
16 a 1.17 131 a 2e 1.21 a 2a 1 i '
with an u'durable powder topcoat providing excellent resistance to
corrosion ultraviolet degradation and abrasion Black bronze silver,
a-
ae +. 0 75 .c o 3a 034 026 0 2c
rd while are available
_ - -
• Weight. Sire Dimensions and Weight Charts on pages 1 and 22
a .Ito 9, 0.53 0 47 Ili "I o Da
ELECTRICAL SYSTEM
12 - 1.io oa3 <- g,a 03s o '.
• Input Voltage:120-277Vor347-48OV,50/6DHz,Ctass l drivers
,ge 112 077 16e cat 061 911
• Power Fe.tor-0.9 at full load
• Total Harmonic Distortion:<20%at full load
i6 171 ,, 4.9 rill 171 1 1 5J 031
• DA tl DI. mounts designed with m,grat-thert,ght electrical box
525-
with t dal strips 112Ga 20Ga1 for easy power hookup
1 -
• 1, fear.( 1 AV surge suppression protection standard
o2 37 11a 0 l9 C 17 1 0 12 1 ID
• When d D dictates fusing. a slow blow fuse or type CID breaker should
be used t[' Ins s current
address u h c e t
:
) C.59 1 11 a 31 a.20 02+ a 16
• Maximium 1OV Source Current: 20 LED 1350mAI: Lama, 20 LED 1525 &-
- - - - -
700mAl and 40-80 LED: 0.75mA: 100-169 LED: 0.30mA
' o oe a4 ' 49 11, caq c 3c 0.21
REGULATORY& VOLUNTARY QUALIFICATIONS
a6 131 1.13 caa . aye obl 0 9 o.zir
W us Listed
• Suitable Apr wet locations
,n 11 111 sea a74 1. ck, a..
• Enclosure rated IP66 per IEC 60529 when ordered without For R options
'2 IQ t b7 a 9a 0 B1 0.7)
-
• Consult facto for ifed t
factory o E Cert products
-_ -�
id T2 194 I a is 087 .18 DID
• Certified 19 AN51 C13631-2001 3G br dge and overpass Notation
,.
standards when ordered with AA DA and OL mounts
16 263 221 1 �1 - 1 ^9 -1,1 00.56
• 101,V - ppress-optech- rested n aced tlancw'th IEEE/ANSI
-- -- - -
C62.41.2
i 700mA
•Meats FCI Pan lS Subpart S. Class A standards for conducted and
rindull.al I
I 02 s0 o.41 11 r- 22 0,20 all a.11
• Lurcuunn, and finish endurance tested to withstand . 5 000 hours of
- ( 11 La 4o 034 027 a 20
W a'"
elevated ambient sail fag condit ons as defined in ASTM Standard B 117
-' -
• DLC qualiluadw[h select SKUs. Refer to
u I]4 1.14 065 051 also 111 1,21
h,tp:// tlsgrght.org/ arch/(ormostcurrent-nformal'on
1. 1 _i L i
• Meet, B A e fienis within ARRA
1 1 1 9 1 a force ncernwgtumnd-untv./lax
• -CA RESIDENTS WARNING C car .,it Reproductive Harm
w.wv p6Lwarmngs<agw
Chit Edge Series Ambient Adjusted Lumen Namtenamaa
- - -i
: Ambient (collet 25K hr : 5UK hr 75K Int10pK hr
Projected Protected C.Ici,t.tgdI Calculated'
LMF
LMF LMF LMF LMF
I4I'n 1.0, �1al a 11 0.9E 'i o.96 f
10 C150'FI ,103 1a. cgs all It 9s
is'C
tal"I 1Oz o.11 097 orb .11
20°C 168°FI 1a1 a.98 all all D93
25°C 177'FI 11ad U.95 0.94 o.92
`au ma n erwi,<e ra. as zs [ a,e cakuiz ea per LN 31 bases ale antl n.s, „mu,Mre led,g
naK4i�l vhaece n a ran
n iE NA rM�2"., reyesenl,.e pa ied.alue ws•d<4n em•auraiwmlMl are
laximnealEstM LM.Bp.OBlnal feu dursiiw, Im routs) for ineem'<e u,aer lezrinq!IDurl .e one oa<xagn LEO in,pl
tan a0d0 auiieu alvavon knllwrd rw lMeaevnre "aMrat""M lmuoursiwnr oa.uleed lFo Ames lbxline RSNa
CREE
US: ughtinq.cree.com T 1800)236-6800 F 12621504-5415
Canada: wene ree.com/ranada T 180014730234 F 18001890-7507
CANOPY
SYMBOL: QTY: LABEL:
24 C2
CAN -304-PS-RD-06-E-UL-WH-350-40K
304 SeriesTM
LED Recessed Canopy Luminaire
Product Description
RS Mount
Lumnaire housing -s constructed from rugged die cast aluminum components IRS Mount) or
die cast and extruded aluminum components RD M t o n s( n I LED drivert tl- seal d
ompoe
eatherti ht center chamber (hat allow for from h
g b a s o access D below t fixtund. L a' mounts
directly to the anopy deck and is secured in place with die cast aluminum trim fi-ame Lumnafre
�
,aw`
housing is provided with factory applied foam gasket that provides a watertight seat between
de$rk
Wrnfinau,e housing and canopy deck Suitable for use in single or double skin canopies with 16"
1406 marl wide panels. Designed for canopies of 19-22 gauge (maximum 0,040` It mml thickness).
Applllatiol[s: Petroleum stations, convenience stores dr ve tiro banks and restaurants, retail"'`"-
and grocery
Performance Summary
Patented Na Optic' Product Technology
Assembled n the U.S.A. of U.S. and Imported parts
O
14 SO
356mm1
CRI: Minimum 70 CRI
CCT: 4000K I./-300KI. STOOK 1+/-SOOKI standard
Limited Warra illy: 10 years on Ilthrunaw,110 years on Colorfast WttaGua,0 finish
e sae M,p tll9rt nq oee mmY.a�a�ry mr via„+.v.�•-nz
q
2.24
56mm1
Accessories
8,7'
220mm)
F)pW-IroLaWd
1244m4mm1
XA SENSREM
'
: Fo <dessful i pl 1rlenktan o1lM1e programmable 1 (evN option, of one M1aM held remMe,s required
Multi level Sensor location
to d red as an option)
2.z -
° 0 156mm1
8.7"
(220mml
9.6"
117117 za4mm I )
Weight -
72albs 19.9xg1. -
Ordering Information
6-pie CAN-304-5M-RS-04-EUL-SV-350
CAN-306 E
Proa- Do,,, Mounting LED Count Series Vof,ge Color Drive Current
Ixlol DDlI...
Options
CAN -Jot 5M RE IN, E sK J5g
DIM 0-,oyp 'na
'ype iWdum Recessed Sngle Si,n 06 ^a 35omA
-Co di n
Ss all III, et,
Type Vsh.,. Recessed Dounle sk,n an �- 525m4
- Refe -1_e• for deco is
-Can xeedspuTied drive current
t e
PS - sv 701'
F Puss -
1r9t-Synn rc _ 7OmA
wnemde are. gov 1.
seat imabeldtal avyan
sL
-,:arkie Pelrokum Write
,msln
Rorer to I ML
sea. Proptions�le Mulr-Level
- Rarer to PM' e: for details
s
<OK sogoK Clear T -athrs
:
-M m 70CRI
'
•6al E ed sax n9. aN 611 i19 m lommr192mm.401,219mm1 cane <nteo a< Wm a es. 24 d
werMatl bu p gmember
-Co emDeratvre per hi -ram,
.Wm.na.re.en qa buddn9m M b 1152mm1 1aP num,nareiv
C UL US Rev. Gate V210126/20IB CREE _
US: li hti e.com T 0 236- F
g 1w ere IB 01 6800 12621504-5475 Canada: avLvw.veemm/unada T 18001473-1234 F (8001890-7507
304 Serie5TM LED Recessed Canopy Luminaire
Product Specifications
Electrical Data -
CONSTRUCTION & MATERIALS
- - -
-
- -
• RS Mount luminaire housing is constructed from rugged the cast
Total Current (At
-- _ - __ -- -"
aluminum and incorporates integral high performance heats nk fins
LED Count System
specifcalty designed for LED canopy applications
Watts
Ix, 01
720-480V
20V i 208V
20 4 V 277V 347V 480V
• RD Mount luminaire h constructed
dosing is cons u<ted (cam rugged die cast
'
aluminum and features high performance extruded aluminum heatsinks
-
- - - -
specifically designed for LED canopy applications
350mA
• LED driver's mounted 'naseated weathertight center chamber that
--
- --
-----
allows for access from below the tummahre
Oa 4a
a 39 0 24
.22 all 0 11 0,17
• Field adjustable drive current between 35OmA, 525mA and 700mA on
Non IC rated luminaires
as 69
0 57 034
0.30 027 021 0 is
• Lum noire housing provided with factory applied foam gasket and
525mA
provides for a watertight seal between luminaire housing and canopy
deck
as 7t
0.51 035
03, 028 021 0.16
• Mounts directly to the canopy deck and Is secured in place with a die
-
- -
-
castaluminumtimframe
Ob 10,
084 049
a." 136 030 1122
• RS mount includes integral )unction box which allows ease of installation
F - -
-
- --
Without need to open tuminaire
i 700mA
• Suitable for use in single IRS Mount) or double (RD Mount) skin canopies
06 194
079 a"
0.40 old T'028 �0.11
with 16'1406mmiwide orate
P
-
• Designed for canopies of 19-22 gauge (maximum 0.040'flmmi
as 135
114 OA5
!0.57 050 040 029
• See 228 Series'- canopy luminaires for canopies using 12' 1305mml
° ne[lnot de. at 25 c17-1
deck sections
• Exclusive Colorfast DeltaGuard` finish features an E-Coat epoxy primer
with an ultra durable powder topcoat, providing excellent resistance to
corrosion. ultraviolet degradation and abrasion. Black bronze, silver,
and white are available
3045erias^rAmbient Adjusted Lumen Maintenance'
ELECTRICAL SYSTEM
-
- hr
50K fir hr ,00K hr
75K
• Input Voltage;
p ge: 120 277V or 347-GBOV, 50/60Hz. Class I drivers
initial
.Ambient
Fra
Projected
Projected Calculated' Calculated'
• Power Factor, e 0.9 at full load
LMF
.- _
LMF
LMF LMF LMF
• Total Harmonic Distortion: < 20 t full %d )odd
5°C 141°11.04
099
097 a95 093
• Integral weather-ght electrical box with terminal strips 112Ga-2DGal for
--- ------
-
-- - -
e dsy power hookup
. to'c lM Fi I.0a
a.90 '
191 a 94 092
• Integral lOkV surge suppression protection standard
---'
• When code dictates fusing, a stow blow fuse or type CID breaker should
15'C 159'FI 1.02
0.91
0.15 a 93 e 9l
be used to atldress inrush current
-'-'--
- - --
• 10V Source CYrrent:al5mA
20'C 168°FI 101
096
a94 09z 090
REGULATORY&VOLUNTARY QUALIFICATIONS
25°C177°st IDo
ills
013 all 0.1
cULus Listed
. .... I
L men ma mman<e values a 25
r tan 21
base. on xren
• Suitable for wet locations
L m am6imllemp.mvre
t T I Sean apD
<droau vm ore ease rear o ne
• Meets FCC Pan 15 standards for conducted and radiated emissions
11 ...,2
d av eMnn'nn
erpeMlae ea ve ea: pen rm -
• Enclasurerated lP66 er1EC60529
'•" Iamn lbxlIn, )ESN
o iw9e�tl LE
Let 80 ae cola)teal durarm
lnlhour:: 1,mvdd. r. fop<nxm911 I:el. me
• 10kV surge suppression protection tested in accordance with IEEE/ANSI
;vim M2'II Ca1<uialetl Vatuesruresmiime ouraeo;Ms riotµ <eed z;.lme<ixill ESNA
LM BOOBn an i'n route) for Ire devne uMer Iez, ng noml - c aged LEo cnipl
C62 41.2
• Lumnaure and finish endurance tested to withstand 5,000 hours of
elevated ambient salt f9 o o conditions as defined in ASTM Standard B 117
• DLC qualified when ordered with PS or SL optics and 525 or 700mA drive
current.Please rater to www designlghts.orq/DPL for most current
nformaton
• RoHS Compt ant. Consult factory for additional details
• Meets Buy American requirements rementsw within AR RA
CA RESIDENTS WARNING: Cancer Rem u ve Har -
' a and p d cti m
wvnvp65warnngs.ca gov
CREE=
US: (lghting.cree.com T (8001236-6800 F 1262) 504-5415 Canada: wwwcree.com/canada T 18001473-1234 F 18001890-7507
SOFFIT
SYMBOL: QTY: LABEL:
0 10 D1
KR6-20L-40K-120V + KR6T-SSGC-FF (HOUSING)
KR Series
KR6TM LED Specification Downlight - Round b
Product Description
The KR61- LED specification downright features Cree True White'" Technology and delivers beautiful, -
hi h I't Light with efficacy 1 7 lumen war construction
cac o 6 t Designed for new con dion applications.
9 q Y 9 Y P
s per g
the KR Series,s avitilill a variety of color temperatures, round and square trims with high quality
anodized aluminum reflector finishes, a Moped ceiling adaptor accessory. and a variety of dimming
options -ncluding Cree Sunset Dimming Technology which provides r ch, warm light that transitions
from 2700K to 1800K as naturally as an incandescent source A
Performance Summary d
Utilizes Cree TrueWhitex Technology
11.9"
)nitial Delivered Lumens: 700-5,300 lumens, Delivered turner output is typical when using a SSGC 1302mmf
type reflector
Input Powert 13.87 watts
Y
Emergency Performance: Up to 1,210 m 10 Limiters, LOW; Minimum 90 Minutes a - 12.6" 1320mm
)
CRI: 90 A
CCT: 2700K, 3000K, 3500K, 4000K. 5000K :
Controls: T7.4'•
riac. 0l1-10V, See control availability chart on page 3 1187mm1
Limited Warranty': 10 years on KR61" tuminaire _.
Limited Warranty Emergency Back Up IEBI Battery: 1 Year Battery Back Up. Test regulerty tin f
accordance with local codes a- 7.01 -r
117Bmml
see na,.lrhpn:,ny<.ea.<pnwamm�:e, via-ra:I:y Ian T,
Emergency Backup
Accessories
A
Field I tallatl
Stepad Canada adaptor C-Chan l N ig ash, T B CY W -- _.....
KRKS6 WW RBH30C RARC7
- 0 351 d h 5 dag,ve - Pair of 301762 1 lgid 3/4" . 3/2' Set .11., 1467mm1
Increments) 119mmx13h,mICChannetbars For ah RSH24C 1 hanger bars '
Then A
RB 10" 11 and- C/Cho el be s K�tAMs on hN 1 1 pan
head
-
I/z flt3 Ibl-lid 19.7
499mm I I
Ordering Information- A
Fully assembled lurri na re is ccmpo d of two components that must be ordered separately: _ (�I ILLp
Example: Housmy: KR6 20L 35K 120V 1OV+Refine or. KR6T SSGC-FF Ix4l
YY YY 1187mm1
Reflector (Housing must be ordered sepantelyl
KR6T F 7.0" i
S Reflector Flan Finish Series lector Finish 91 _ Options
"IT 9 tl N T' SMIC FF M R r W W Wall wasp ' Add Is" tJemml tar 60L Initial Delivered Lumens
Rp rl cot antes boos ng w:h Soti Satin Glow, WF y✓hie Pan,
a read fasteners and keyhole sloes Clear
Housing (Reflector must be ordered separatelyl
KR6 _
Series Size Reflector Initial Delivered Lumens Optic CCT Yoltage Central. I a-..
KP I
Bla k 9L Blank 27K 120v 1 stark WD Sun•at Dim
-oa Lumen:-s4 Liw 70' - r... lzo vows For, alandam ton erode, ngel,,
- 9L and 131 a 27K w In Tr:ac '.. 13Y
u I veil - -ri on D.-h o
law seam 9uhi 4oL 9n;r 277v rococo a ablty g my
LBW. 1,100 Lumens-61 LFW An91e xxi 277 V011s PaluD EB7 EM.-urn 111
m.r.
30L 3Da0K 334�11 tax' 0/1-1W Dlmmirg Minimum 90 minutes
30W.1 ]OO Lumens-57 LPW ]6N 347 Vvns Refer to conl•o .,.,[ability Ihni -120V 277V only
30L 3500K on page3 -Min mum operating temperature
37W, 2,550 Lumens-65 LPw 09 I 0'C n2°FI
: 4ft 4oWK -
uhK3,350Lumens-76 LPw We
dM. 5DWK
aiw, S.Joo Lumms-dt LPW : Available on40L
-AvailaM on IMIRRI 277V only and 60L only
CREE ® ® Rev Date VI3 m(03(2016 CREE =e
11>f� c �L U1
US: UghNnq.vaa.wm ' 18001236-6800 F (2621504-5415 Canada: wvrw.ue¢comlcanaea T 18001473-1234 F (8001890-7507
KR6TM LED Specification Downlight - Round 6
Product Specifications
CREE TRUEWHITE`TECHNOLOGY
KR Series Ambient Ad- en int
Adjusted Lumen Ma prance
A revclut-fiery way to generate high q-ttty white tight, Cree T-WmuI
inlual
25K fi
50K hr
75K fire
INK fir
Technology patented approach that slivers an exclusive of gy' p e appro ha d ve
Amb ant D l ed
n al
Projected'
Projected C I laced' Calculated'
go. CRI, beautiful tight characteristics and hinting color consistency, all while
L
LMF
,, LMF
LMF
LMF
LMF
mainhuring high luminous efficacy a true no compromise solution
`
--1--
'-Y--
-'---
-
__
�.02
CONSTRUCTION & MATERIAL
9L d 3L
5d1CFl 20L a3pL__i
t(-105
t p3
, 1.06
p.pq
1 W
i p.9�
103
090
p84
am
,.
• Low br htness parabolic spun Alzak aluminum cone, 0.06 12mmi thick
9 P P
601- tl 60L
, 03
90 6
-_ _
a'"
_
087
-
-- -- "-"
a 77
with polished radius and continuous sell flange
---f-
9L d 13L
, OL
{ ---
1 03
-----+
1.03
1 02
-----
1.02
• Soft Satin Glow Clear finish, standard
lo'c
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,
.......
----
----
• 2 151 min) aperture throat to accommodate all standard and up to 3"
I50'FI ML nit 30L
1102
1--'`---
i0.97
�0.93
0.89
--�""
085
'
176mm1 thick ceilings and provide flexibility in mounting within g w1 grid
•OL d 4aL
9L a 13L
I m
- -�-
0.95
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0.76
-- - --
rt
Provided with k mounting brackets for optional car
• quick 9 P tying channels
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---+
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` Light engine, optics and driver accessible from below ceiling
I59'FI 2oL d30L
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096
091
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--
40L nd 60L^-
i D2
1 0.94
087�
011
10 75
ELECTRICAL SYSTEM
9L tl 13L
V 02
101
i
I Oo
1 W
0.99
• Power Factor:. 0.9 for 120V and 277V
20°C
en
1101
r095
090--1087
Total Harmonic Distortion: < 20%at lull load
•0
daL daOL
_,_
101
,_-_.
093
-_
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�080
----
t074
L
uL
• Input Power. 120 277V, or 347V, 50J60HE
Lan 1aL
25.C-.
tan. rid 30L
.r.
1 oa
....._
rI N
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0.99
i.
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--�
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.t.__�.
• Operating Temperature Range: -18°C-+40'C(0°F-a104°F); minimum
In'FI
;IN
;D.94
,089
(ded
oe2
operating temperature with EB7 option isO-C 132°FI
'40L 1. sty
'i1oo
a92
des
o79
ou
• TOY S-ree Curient:9L&13L: 0.15mA, 20L-40L. 2.2mA: 66L: 0.11mA
91- nd 13L
:099
119
ave
eve
19a
186.11 20L tl 30L
_ p 97
0.13
0 ad
ad,
a a,
CONTROLS
dOL tl 60L
a 98
a 93
O 8u
a 7s
0 73
• For standard control offering refer to control availability chart on page 3
9L nit 13L
_
098
n 97
all
a 97
r697
• For use with Class 2 dimming systems only. Reference
J5C 20L nit 30L
l95'FI
096
0.92
087
OB4
080
http�Illighting crop com/products/indoor/new construct on downtights/
40L and tall
_ ..
10.96
010
0 s3
0.77
_.--
0.72
kr series for recommended dimming controls and w ring diagrams
��9Land 13L
097
o.96
a96
13.96
10.95
REGULATORY& VOLUNTARY QUALIFICATIONS
I 04 4D-c FI '126L and30L
095
-: 0.90
deb
0.83
i0.79
• cULus Listed
dOl anddOL
095
0.88
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07,
• Suitable far tiro -wiring BNt2AWG-90°C
'Lma¢m.Ml•" tact 1 --
w
-iw ne-hu,
• Suitable for dam locations
P
1•mveraurex ia.et , n M
�a ES iM x111P rod valnes 'e a e
me:lax)
• Designed for indoor use
E N4
x.ye��d �Eo< 1
en oe 1�
9mi
•s1 a r I
vapor rn noa
e
ae.i< ae
nou i :Ian
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• Thermally protected Type NOWIC In accordancewith Article 410 of the
a«. n«w,m ESNATM-n
n, amvwimvav<.
r.Pea
v
<a<nd N.
yms l6xi melESNA
NECand UL 1598
w.ee-m mlaue,i dv.1an
nMvrM lerinc
de. <a"nee
glo ni<.
ire va .aged LEO<nol
• Meets FCC Part 15. Sohpart B Class A standards for conducted and
radiated amsetans
Installation
• Energy5tar•' certified with the exception of 9L and 13L. Please refer to
hit star v roductrnder roduct cart h d-ti tit-tiztures/
wwwener o/ / / e
9Y 9 P 9
• Recommendedc'
ceiling
t
9 cutout
' 1
6.5 165mm1
ress f
P Its for most current information
• RcHS compliant. Consult factory for additional details
N G SfD an,,, and Re raductveHarm-
•a RE ETS WARNING: p
"Ideac-14oLfors onsm9"ne
- m 13m
ma
I .remsdea
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rin2mmiww¢wm
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9
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mmmaae.2rfmo ininmrnp:de wdl,l l25mm1 ae�wm,,,laxmmL4e
evveo, Ir lIrri
Wall Wash
Based on KR6-30L27K-120V W/KRbT-SSGC-FF-WW Luminaire
T from Wail 3 f om Wait
4' from Well
Down from 3' Centers 4 Centers o' C mars
4' Canters
3 Centers
4 Centers
Calling
Center Midpoinl Canter Midpoint Center
Midpcint Cmter
M,dpo t
Carver
Midpoinl
Collar
Midpv it
Line Inc, IFCI Line I", I", Line IF CI
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IFCI Line FC
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Lire JFcl
FC!
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CREE'..
U5: ughting.c adi.com T (8001236-6800 F (2621504-5415 Canada! wweicree chkanade T 18001473-1234 F 18001890-7507
WALL MOUNTED
SYMBOL: QTY: LABEL:
2 S1
FCWS7170-XXX-40K-2500-CR185-CC
WALL MOUNTED
SYMBOL: QTY:
2
FCWS7168-XXX-40K-2500-CR185-CC
LABEL:
S2
Date:
Type:
Approved:
Date:
Type:
Approved:
fixture:
Fixture:
IIGHTIf1G
Project:
t
l GHTIf1G
I
Project:
t
FCWS7170
FCWS7168
Shadow -Free, Half Round Exterior
Shadow -Free, Half Round Exterior
Decorative Wall Mount.
Decorative Wall Mount.
ORDERING
ORDERING
EXAMPLE: FCWS7770-12OV-LED-4K-5100-8K-F
CI3l�y
a;re •
ks' t0 pcs a Less I ships in 2 wee
EXAMPLE: FCWS7168-120V-3K-3100-BA
SERIES VOLTAGE SOURCE/TEMPERATURE
LED LUMENS (SO'HO1 FINISH
FACES
ACCESSORIES
SERIES VOLTAGE SOURCELTEMPERATURE
LEOLUMENS ;SO HOi
FINISH
FACES
ACCESSORIES
FCWS7170 120V LED 27K 31K
5100 Lumeas(40W) BK
Black
A Face
F Fuse
FCWS7168 120V LED 3K 4K
3100 Lumens (25w1
SK Black
A Face A
LD LED Dimming (0-I OV)
277V 35K 4K
9500 Lumens 179M 62
Bronze
B Face B
LID Dimming (PL diLEO:',)
PL 408E SOBX 55 Bit
CC
Custom Color
0 Face D
6811 Emergency Backup, Remote (PL only, LED
277V 27K 35K
6200 Lumens (49w)
61 Bronze
B Face 8
BBU Battery Backup, Remote
SL
Salver
PL 2/26Q 39OX
SL Salver
0 Face D
WH
White
WN White
BA
Brushed Aluminum
BA Brushed Aluminum
CC Custom Color
SPECIFICATION
MOUNTING
• Mounts directly to standard outlet box, In mason ry, use (4) 0 25" x 0.75 screws with lead anchors (box and fasteners by others).
CONSTRUCTION
• Marine grade, corrosion resistant, heavy gauge aluminum.
• Easy access maintenance, Impact resistant, UV stabilized, opal, polycarbonate diffuser.
LED
xx Lumens stated are minimum delivered out of the tuminaire. LED lifetime is n or to ter re than I 70 00 hours with the lumen
greater a ,0 0
depreciation greater than L70. All of our luminaires are tested to LM 80 with a minimum CRI of 80 and color consistency of step 4
MacAdam Ellipse. integral power supply standard. Input voltage 120V or 277V. Consult factory for dimming, all RGB color changing
and any single color options.
FINISH
• Six stage chemical pre-treatment process that includes iron phosphate, to prepare the substrate for a UV stable, super durable standard
polyester powder coat.
ELECTRICAL
• Socket: PL: Four pin plug-in type compact fluorescent lamp holder.
• Ballast PLi Fluorescent electronic, UL listed ballast standard. Ballast has a manufacturer issued 5 year warranty. Electronic voltage 120V
or 277V is standard. Please consult factory for other voltage options.
LISTING
ETL listed, U.S. and CA. Meets ADA requirements. IP65 Rating.
• Suitable for interior or exterior application ("x' accessory only).
FC Lighting, Inc. resolves the right to change lab test details or spec ficatione wHtrout notice. Product use certifies agreement to FC Ughting's terms and coMifions.
02017. FC Ughting, Inc. 3609 Swanson Ave., St. Charles, IL 60174 C. 800-900-1730 f. 630-809.8106-foligharig.cum NM Rev, 0917
Fr"""""""`
LIGHTIf1G
PHOTOMETRY
DIMENSIONS
24 in 4 in '
7.25 in No Letter, Standard. A B 0
FC Lighting. Inc. reserves the aught to change details or specifications wMout notice. Produce use certties agreement to FC Lighting's terns and conditions.
® 2012. FC Ue", laid. 3609 Swenson Ave., St Charles, IL 60174 P. MD-9W-1730 f. 630Y889-8106 w-fdlgMingooar J.O. Rev. 113
SPECIFICATION
MOUNTING
I anchors (box n fasten b others.
1 r n In masonry, use four 4 0.25" x 0.75" screws with lead an rs b and fasteners
Mounts direct) to standard junction box. aso e Y )
Y I ry (i
CONSTRUCTION
• Marine grade, corrosion resistant, heavy gauge aluminum. One standard face and three optional faces available for different looks.
• Easy access maintenance. Impact resistant, UV stabilized, opal, polycarbonate diffuser.
LED
• Lumens stated are the minimum delivered out of the tuminaire. LED lifetime is greater than or equal to 70,000 hours with the
> r
t r -80 tested and re _ CRI80 with a 4-step MacAdam Ellipse cold
lumen depreciation greater than L70. All o our luminaires are LMa p p
consistency. Integral power supply standard. Input voltage 120V or 277V standard.
FINISH
• Six stage chemical pre-treatment process that includes iron phosphate, to prepare the substrate for a UV stable, super durable standard
polyester powder coat. Optional e-ccat process is added to the standard finish including zinc phosphate for a 5 year limited warranty on
the finish.
ELECTRICAL
• Socket: PL: Four pin plug-in type compact fluorescent lamp holder.
• Ballast: PL: Fluorescent electronic voltage dedicated, UL listed ballast standard. Ballast has a manufacturer issued 5 year warranty.
Electronic voltage 120V or 277V is standard. Please consult factory for other voltage options.
LISTING
• ETL listed, U.S. and CA. Meets ADA requirements. IP65 Rating.
• Suitable for interior or exterior application ("x" accessory only).
Terms & CAMiliorls im and Go Green speed quick ship plograln aw located en cop webate' ichoung-
Fe utputr9 Inc. reserves one /phl 10 charge. -)bout nor<e ab teat Galata or e-di[enms in produnl design. Product use centres a,-m... to FC ushu g'• term. end [+7rgitbne
02017 FC UgHng, im. 3609 Swenson Ave., St. Chades. IL 60174 P. 600-900,1130 f.630-8194i www.f lighang.com - NM Rev. Oat?
LIGHTIr1G
PHOTOMETRY
DIMENSIONS
FCWS7168
18.5 in ; 10
4 in
7.25 in Standard Face.
FC Lighting, Inc. reserves the right to change details or specifications without notice. Product use certifies agreement to FC Lighting 5 terms and conditions.
C 2015 FCLW&ig, ML 3609 Swenson Ave.. St Charles, IL 60174 p. 800-900-1730 f. &3g-889-8106 www.lclighangoom ML Rev615
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SHEET NUMBER
CL-501
WALL MOUNT
SYMBOL:QTY: LABE SYMBL:
6 I W7
SEC-EDG-3M-WH-04-E-UL-BZ-350-40K
3 I W2
SEC-EDG-'4M-W M-04-E-UL-BZ-700-40K
Cree EdgeTN Series
low,..,..,.,,A....m
®a „ CREE—
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CREE=
�I
SLOPE ADAPTER INTEGRATION PLATE MOUNT
FOR USE WITH 9 DEGREE SLOPE ADAPTER (BY OTHERS)
ALLOWS MOUNTING OF 304 SERIES LUMINAIRES
FEATURES:
- FORMED STEEL INTEGRATION FINISHED
WITH DELTA GUARD (TM)
WHITE POWDERCOAT PAINT
- MOUNTS TO EXISTING SLOPE ADAPTER
BY OTHER j�^yL 9 1 /4"
- MOUNTS 04 34
SERIES LUMINAIRES -LIMITS
FIXTURE OPERATION CHOICES TO 350mA OR
52S.A, TODmA OPERATION NOT AVAILABLE
- FIXTURE WIRED DIRECTLY WITH 717' NPT SLOPE ADAPTER BO%
FITTING AND FLEXIBLE CONDUIT (BY OTHERS) IBY 01HER51
- FIXTURE 15 UL LISTED FOR WET LOCATIONS
- SEE LUMINAIRE SPEC SHEET FOR FULL FIXTURE
DETAILS
ALL DRAENSIONS ARE SUBJECT TO CHANGE
DUE TOPRODUCTtMPROVEMENTS CONSULTFACTOP.+
FOR CRITICAL DkMEtOONS PRIOR TO INSTALLATION.
BXCP2 SERIES
LUMINAIRE
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SHEET NUMBER
CL-502
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