HomeMy WebLinkAboutSDP202200033 Plan - Approved Minor Amendment 2022-08-24RIO HILL 'THE SPOT' SDP202200033
MINOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
PROJECT SUMMARY
PROJECT NAME:
ADDRESS:
DEVELOP. TYPE:
MAGIST. DISTRICT:
SUMMARY:
APPLICANT/OWNER:
ENGINEER OF RECORD:
RIO HILL'THE SPOT'
1884 & 1900 RIO HILL CENTER
CHARLOTTESVILLE, VA 22901
BY -RIGHT REDEVELOPMENT
RIO
THIS PROJECT CONSISTS OF THE REDEVELOPMENT OF THE COURTYARD AREA BETWEEN 1884 & 1900 RIO HILL CENTER TO
PROVIDE OUTDOOR SEATING.
CONTACT: JIM PAULUS
SCT RIO HILL LLC C/O THE SHOPPING CENTER GROUP (TSCG)
ADDRESS: 300 GALLERIA PARKWAY, 12TH FLOOR
ATLANTA, GA 30339
PHONE: (757) 722-2500
EMAIL: JIM.PAULUS@TSCG.COM
CONTACT:
LINE AND GRADE CIVIL ENGINEERING
KENDRAG. PATRICK, PE
ADDRESS:
113 4TH STREET NE; STE 100
CHARLOTTESVILLE, VA 22902
PHONE:
434-262-0169
EMAIL:
KPATRICK@LINE-GRADE.COM
SOURCE OF SURVEY AND TOPOGRAPHY:
SOURCE:
ACTUAL GROUND SURVEY
CONTACT:
DRAPER ADEN ASSOCIATES
CHERYL STOCKTON
ADDRESS:
110AVON STREET
CHARLOTTESVILLE, VA 22902
PHONE:
434-295-0700
EMAIL:
CSTOCKTON@DAA.COM
PARCELS:
PARCEL ID: 04500-00-00-094AO
OWNER: SCT RIO HILL LLC C/O TSCG
CONTACT: 300 GALLERIA PARKWAY, 12TH FLOOR
ATLANTA, GA 30339
ZONED: PLANNED DEVELOPMENT SHOPPING CENTER (PD-SC)
OVERLAYS: ENTRANCE CORRIDOR, MANAGED STEEP SLOPES, AIRPORT IMPACTAREA
PROFFERS: YES. ZMA-1987-00007; ZMA-1994-00023; ZMA-2003-00008
LEGAL AREA: 30.986 AC
PROPOSED SITE PLAN REQUIREMENTS
BUILDING HEIGHT:
MAX HEIGHT ALLOWED (STEPBACK OF 15 FT AFTER 40 FT OF HEIGHT)=
MAX EXISTING BUILDING HEIGHT=
MAX PROPOSED BUILDING HEIGHT=
SETBACKS:
Sec. 4-20.a MIN FRONT BUILDING SETBACK =
MAX FRONT BUILDING SETBACK =
MIN SIDE AND REAR BUILDING SETBACK (ADJACENTTO RESIDENTIAL/RA/HISTORIC) =
MIN SIDE AND REAR BUILDING SETBACK (ADJACENTTO COMMERCIAL/INDUSTRIAL) =
MAX SIDE AND REAR BUILDING SETBACK =
MIN PARKING SETBACK (ADJACENTTO RESIDENTIAL/RA/HISTORIC) _
MIN PARKING SETBACK (ADJACENTTO FRONTAGE) _
BUILDING FOOTPRINTS:
REQ'D
65 FT
32 FT
33 FT
10 FT
NONE (ABUTS
PRINCIPAL ARTERIAL)
50 FT
NONE
NONE
20 FT
10 FT
EXISTING BUILDING FOOTPRINT=
303,800 SF
PROPOSED BUILDING FOOTPRINT=
303,800 SF
LAND USE:
EXISTING COMMERCIAL SPACE =
249,000 SF
PROPOSED COMMERCIAL SPACE =
NO CHANGE
PARKING REQUIRED:
EXISTING PARKING SPACES =
PROPOSED PARKING SPACES =
*SEE SHEET C0.2 FOR MORE DETAILED PARKING CALCULATIONS
1,263 SPACES
1,255 SPACES
LOCATION MAP
VICINITY
MAP
SCALE: 1" = 8,000'
it -
N LOCATION MAP
i
SCALE: V = 11000'
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Submittal Type
Reviewed and Approved by the
Community De ielooment Dement
Date �?�`pa
File# S 0 2a1 0003
Signature
CU
DESIGN INFORMATION:
DESIGN MANUALS REFERENCED:
VDOT ROAD AND BRIDGE STANDARDS CURRENT EDITION
ALBEMARLE COUNTY DESIGN STANDARDS MANUAL
ADDITIONAL INFORMATION:
DISTURBANCE AREA: 0.148 AC (6,455 SF)
SHEET LIST TABLE
SHEET NUMBER
SHEET TITLE
CO.0
TITLE SHEET
CO.1
GENERAL NOTES
CO.2
GENERAL NOTES
CO.3
EXISTING CONDITIONS AND KEY MAP
C1.0
DEMOLITION PLAN
C2.0
SITE PLAN
C3.0
GRADING AND UTILITY PLAN
C4.0
LANDSCAPING PLAN
C5.0
CONSTRUCTION DETAILS
C5.1
DRAINAGE DETAILS
C5.2
TYPICAL SECTIONS
C6.0
PHOTOMETRIC PLAN
C6.1
LIGHTING DETAILS
13
TOTAL SHEETS
SUBMITTAL LOG
SUBMISSION DESCRIPTION RECIPIENT SUBMITTAL DATE
1 100% DESIGN DEPT. OF COMMUNITY 5/16/2022
DEVELOPMENT
2 100% DESIGN DEPT. OF COMMUNITY 08/02/2022
DEVELOPMENT
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DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT
DEPARTMENT OF ENGINEERING
DEPARTMENT OF ZONING
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ALBEMARLE COUNTY SERVICE AUTHORITY D TE
VIRGINIA DEPARTMENT OF HEALTH DATE
APPROVED KGP
SUBMISSION NO. 2
PROJECT 2002004
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GENERAL CONSTRUCTION NOTES:
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND
BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS
WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE
FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN
THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE
CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES.
5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE
WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES.
6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE
FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY
IS PARAMOUNT.
7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT
OF WAY, OR ADJOINING GROUNDS.
8. ALL WORK AREAS SHALL BE CLEANED DAILY.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES.
10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR
CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY.
11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION.
13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE.
14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING
CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL
CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED.
15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY
THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE
REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE.
16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE
MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER.
17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING
MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE
MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN.
19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING
BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO
NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER.
20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE
DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER.
21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE
MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE
BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING
CLEANING.
22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST
NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS.
23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF
EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES
DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL.
MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE
ACCESS PROCEDURES WITH THE FIRE MARSHALL.
24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE
NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS.
25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR
WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER.
26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES.
27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER
AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR
OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
28. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION
PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x 131.
29. WORK AFFECTING PUBLIC SAFETY MUST ALSO COMPLY WITH CHAPTERS 32 AND 33 OF THE VIRGINIA CONSTRUCTION CODE.
WORK AREA PROTECTION AND MAINTENANCE:
1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS.
2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED.
SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32
3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS.
HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE
ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF
MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS
AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS.
4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS
MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE.
5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES
AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY
CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE
RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL
REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE
CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE
COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT
MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT
MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS.
7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED,
FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND
OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE
REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18)
8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK.
9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES.
10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK
CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS.
UTI LITI ES:
1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES
(PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS.
PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION.
2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES
OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN
MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL
PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO
THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY
AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND
THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR
SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE
RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES.
SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM.
5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE
RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT
BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT
HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A
BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE
ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL
A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING
AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION
DEVICES.
EARTH WORK AND SITE CONDITIONS:
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE
FILL.
3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S
INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM
THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON
ALL PAVED SURFACES.
6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED
SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL
ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK.
CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE
DRAINAGE.
8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR
DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY.
MAINTENANCE OF TRAFFIC:
1. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE
COUNTY OF ALBEMARLE TRAFFIC ENGINEER.
2. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY
TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED
OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS.
GENERAL NOTES
3. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE.
5. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY
THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE.
6. ALL TRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY BY THE ENGINEER PRIOR TO ANY TRAFFIC CHANGES.
7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS
ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW,
BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF
WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED.
8. EXISTINGSURFACE,
U RFA CE AGGREGATE BA D SE AN SUBBASE MATERIAL WILL WHICH
C BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS
SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO
THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND
AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS.
9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC.
10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE
MOTORING PUBLIC.
11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS.
12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED.
13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA
PROTECTION MANUAL.
14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED.
15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES.
FIRE PREVENTION:
DURING DEMOLITION AND/OR CONSTRUCTION THE FOLLOWING FIRE PREVENTION STEPS ARE REQUIRED:
1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE
DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE
PREVENTION CODE.
3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND
DEMOLITION SITES, INCLUDING ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD
WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE
CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS.
4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE
VIRGINIA STATEWIDE FIRE CODE.
5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE.
6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE
VIRGINIA STATEWIDE FIRE CODE.
7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE
COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE
FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE
A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE.
CONCRETE AND ASPHALT:
1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY
MECHANICAL MEANS.
2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE
STANDARDS.
4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT
EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG
BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND
DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A
MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR
PERPENDICULAR TO THE DIRECTION OF TRAFFIC.
7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR.
LUMINAIRES:
1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND 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.
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TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY S10NAL
BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED)
VERTICAL: NAVD-88 (GPS DERIVED) APPROVED KGP
BENCHMARKS: SEE ABOVE
SUBMISSION NO. 2
SUGGESTED CONSTRUCTION SEQUENCING: I PROJECT 2002004
1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES. T H E W 0 R K O F
2. INSTALL SAFETY FENCE AS INDICATED ON PLANS. L I N E + G R A D E
3. CLEAR AND GRUB EXISTING GROUND COVER AND DEMOLISH EXISTING ITEMS MARKED FOR DEMOLITION.
4. GRADE SITE TO FINAL GRADES PER PLANS.
5. FORM AND INSTALL CONCRETE WORK.
6. STABILIZE ALL AREAS AND REPAIR ANY EROSION AND REMOVE ANY SEDIMENT.
7. INSTALL REMAINING SITE FEATURES. con 1
8. DRESS AND OVERSEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER.
9. REMOVE PERIMETER CONTROL MEASURES.
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LEGEND
PROPOSED EXISTING PARKING TABULATIONS:
S SANITARY CENTERLINE--s----- PARKING REQUIRED ui
CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES Z
w WATER CENTERLINE 18-4.12.6 SHOPPING CENTER 4.5 SPACES PER 1,000 SF OF LEASABLE GFA 249 1,121
TOTAL REQUIRED: 1,121
STORM SEWER = - HANDICAP REQUIRED: 45 W
CAS GAS LINE -� - PARKING PROVIDED Z
CODE REF. SPACE TYPE REQUIRED SPACES EXISTING SPACES < -
UGE UNDERGROUND POWER lJG STANDARD 1,076 1,208 Z
HANDICAP 45 47
W
comm-UNDERGROUND COMMUNICATIONS Cawv
TOTALS: 1,121 1,255
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3$2 CONTOUR LINE -382- - LAND OVERTABULATIONS: C
CURB/CURB AND GUTTER PRE -DEVELOPMENT POST -DEVELOPMENT
SQ. FT. AC. % OF SITE SQ. FT. AC. % OF SITE
€a: iu�lu �,.� i u SPILL CURB WITH TRANSITION AREA ONSITE PERVIOUS COVER 295,118 6.775 22% 2940113 6.752 22%
ONSITE IMPERVIOUS COVER 1,054,636 24.211 78% 1,055,641 24.234 78% W
9GQ PAVEMENT MARKING LINE <«- -, 3�.�:w�s TOTAL SITE AREA: 1,349,754 30.986 100% 1,349,754 30.986 100%
BUILDING LINE
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BC BACK OF CURB HP HIGH POINT PVC POINT OF VERTICAL CURVATURE
BR BOTTOM OF RAMP INV INVERT PVI POINT OF VERTICAL INTERSECTION
BVCS BEGIN VERTICAL CURVE STATION L LENGTH PVT POINT OF VERTICAL TANGENCY
BVCE BEGIN VERTICAL CURVE ELEVATION LP LOW POINT R RADIUS
BW BOTTOM OF WALL LVC LENGTH OF VERTICAL CURVATURE TAN TANGENT DISTANCE
D OR 0 DELTA ANGLE PC POINT OF CURVATURE TC TOP OF CURB
EG EXISTING GRADE PCC POINT OF COMPOUND CURVATURE THT THROAT
EP EDGE OF PAVEMENT PI POINT OF INTERSECTION TR TOP OF RAMP
EVCS END VERTICAL CURVE STATION PNT POINT TW TOP OF STATION ALL �I,TH of 1'r�
EVCE END VERTICAL CURVE ELEVATION PR PROPOSED ELEVATION
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ABAN ABANDON FND FOUNDATION PVMT PAVEMENT A 1x"4s
AC ACRES GRVL GRAVEL PM PAVEMENT MARKING NAL txAG%
ADJ ADJUST HC HANDICAP REM REMOVE
APPROX. APPROXIMATE ID INSIDE DIAMETER ROW RIGHT-OF-WAY
ASPH ASPHALT LA LANDSCAPED AREA RT RIGHT
APPROVED KGP
It BASELINE LF LINEAR FEET R&D REMOVE AND DISPOSE SUBMISSION NO. 2
BLDG BUILDING LOD LIMITS OF DISTURBANCE R&R REMOVE AND RESET
BM BENCHMARK LT LEFT R&S REMOVE AND STACK PROJECT 2002004
CL CENTERLINE MAX MAXIMUM SB SOUTHBOUND
CF CUBIC FEET MIN MINIMUM SF SQUARE FEET T H E W 0 R K O F
CG CURB AND GUTTER ME MATCH EXISTING SSD STOPPING SIGHT DISTANCE L I N E + G R A D E
CONC CONCRETE NIC NOT IN CONTRACT STA STATION
CONST CONSTRUCTION N.T.S. NOT TO SCALE SW SIDEWALK
DI DROP INLET NB NORTHBOUND TEMP TEMPORARY
DND DO NOT DISTURB OC ON CENTER TRANS TRANSITION
EB EASTBOUND OD OUTSIDE DIAMETER TYP TYPICAL
EL ELEVATION PRKG PARKING COm2
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EX EXISTING PROP PROPOSED WSEL WATER SURFACE ELEVATION
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04500-00-00-093AI
DB/PG: 16801668
OWNER• WILLIAMS,
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PARCEL ID:
04500-00-00-/0800
DB7PG: 20I91243
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ZONED: HIGHWA Y COMMERCIAL
USE: COMMERCIAL
SOIL LEG EN D
MAP UNIT
SYMBOL
MAP UNIT NAME
HYDROLOGIC
SOIL GROUP
27B
ELIOAK LOAM, 2-7% SLOPES
B
27C
ELIOAK LOAM, 7-15% SLOPES
B
28C3
ELIOAK CLAY LOAM, 7-15% SLOPES,
SEVERELY ERODED
B
34B
GLENELG LOAM, 2-7% SLOPES
B
34C
GLENELG LOAM, 7-15% SLOPES
B
34D
GLENELG LOAM, 15-25% SLOPES
B
39C
HAZEL LOAM, 7-15% SLOPES
B
39D
HAZEL LOAM, 15-25% SLOPES
B
65B
FAIRVIEW SANDY LOAM, 2-7% SLOPES
B
65C
FAIRVIEW SANDY LOAM, 7-15% SLOPES
B
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SMALL DECIDUOUS TREES
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5 CCrp Cotinus coggyria Royal Purple Smoketree 2.5�� Cal. 15' O.C. 15 163 815 B&B
UGC._ 2 MVjw Magnolia virginiana 'Jim Wilson' Moonglow Sweetbay Magnolia 8' Ht. 20' O.C. B&B 113 226 Single Straight Leader �SSIONAL
LARGE SHRUB HEDGE
7 HPI Hydrangea paniculata 'Limelight' Panicle Hydrangea 24" Ht. 72" O.C. 5 Gal. 16 112 APPROVED KGP
ORNAMENTAL PLANTINGS - SHRUBS
11 Dc Distylium 'Coppertone' Distylium 18" Ht. 48" O.C. 3 Gal. 12.6 139 SUBMISSION NO. 2
7 IVm Itea virginica 'Merlot' Virginia Sweetspire 18" Ht. 48" O.C. 3 Gal. 64 448 PROJECT 2002004
ORNAMENTAL PLANTINGS - GRASSES
i — \ 75 MCrm Muhlenbergia capillaris 'Regal Mist' Muhly Grass 30" O.C. 3 Gal. T H E W 0 R K 0 F
it 83 MCwc Muhlenbergia capillaris 'White Cloud' Muhly Grass 30" O.C. 3 Gal. L I N E + G R A D E
\ 80 PVs Panicum virgatum 'Shenandoah' Switchgrass 30" O.C. 3 Gal.
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K6
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2" RECESSED SEALANT
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4" CONCRETE PAVING
6" THICKENED EDGE AT JTS
12" MIN. WIDTH BOTH
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TOOLED OR SAW CUT SCORE
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DEPTH = 4 x SLAB THICKNESS
WIDTH = $ 4
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RUBBER HOSE ON EACH MAJOR STEM,
ALL MAJOR STEMS SHOULD BE WIRED TOGETHER
ROOT CROWN TO BE PLACED
1"-2" ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
SOIL SAUCER: USE PREPARED
TOPSOIL, 6" MIN.
WOOD STAKES (3) IN FIRM SOIL
REMOVE TOP 3 OF BURLAP, NON -BIODEGRADABLE
MATERIAL SHALL BE TOTALLY REMOVED
PREPARED ADMIXTURE BACKFILL
PREPARED SUBGRADE PEDESTAL
CROWN OF SHRUB TO BE PLACED
1"-2" ABOVE SURROUNDING GRADE
HARDWOOD MULCH, 3" MIN.
CREATE SAUCER WITH
TOPSOIL, 6" MIN.
PRUNE DAMAGED OR DESSICATED
ROOTS
GENTLY COMPACTED TOPSOIL
MIXTURE
SCARIFY PIT BOTTOM, 6" MIN.
HANDICAP PARKING SIGN
CG-12 A
#5 DOWELS, 8" LONGS I
AT 12" C-C _\
12:1
RAMP
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TRANSITION GUTTER PAN SLOPE
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5'-0" MIN
SHAPE TO MATCH I
OF ROADWAY CURB
BACK OF CURB 48 :1MAX.
20:1 4R : 1 MAX
2'MIN. SECTION A -A
DETECTABLE WARNING SURFACE ---\
SECTION B-B
NOTES:
1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1OF 5.
2. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET,
REGARDLESS OF THE SLOPE.
3. GUTTER PAN SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING.
4. DIAGONAL PLACEMENT IS NOT PERMITTED.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
4
6
1
5
7
2
5
8
3
6
9
4
8
12
5
10
15
6
14
15
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ROAD AND BRIDGE STANDARDS
SHEET 3 OF TVISION DATE
204.0304/19
PERMISSIBLE
CONSTRUCTION
JOINT
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12:1 Max
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5' MIN
�4' MIN
RAMP
WITH BUFFER STRIP
R.�
ISEE TABLE) TRANSITION GUTTER PAN SLOPE
TO 20:1 THROUGH RAMP LENGTH 5' MIN
12�1 MAX.
GUTTER PAN MAXIMUM SLOPE 20:1 12-1 MAx 1.
v.y
WITHOUT BUFFER STRIP
EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT
LANDING 48:1 MAX.
SLOPE
r— CURB
CROSSWALK
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CONCRETE CURB
ONE DIRECTION
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ONE DIRECTION
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CONCRETE R?1
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CROSSWALK
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WITHOUT BUFFER STRIP WITH BUFFER STRIP
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
CG-12 DETECTABLE WARNING SURFACE REFERENCE
TYPE B (PARALLEL) APPLICATION 105
502
VIRGINIA DEPARTMENT OF TRANSPORTATION 504
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AZURML IF Z610 SPECIFICATION SHEET
M 12-1/2 [318] SQUARE TOP HEAVY-DUTY DRAIN TAG
Dimensional Data (inches and [ mm i) are Subject to Manufacturing Tolerances and Change Without Notice
015 [381 ]
�-- 122 [318] SQ -�
1-----A -
A
Approx.
GrateOpen
Pipe Size
Wt.
Area
In. [mm]
Lbs. [kg]
Sq. In. [cm2]
2, 3, 4, 6 [51, 76, 102, 152]
54 [24]
42 [271 ]
8 [203)
1 56 (25]
OPTIONS (Check/specify appropriate options)
22 [64]
E
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ENGINEERING SPECIFICATION: ZURN Z610
12-1/2" [305mm] Square top drain, Dura-Coated cast iron body with
bottom outlet, seepage pan and combination membrane flashing
clamp and frame for heavy-duty cast iron loose slotted duresist
grate, with suspended polypropylene sediment bucket.
PIPE SIZE
(Specify size/type) OUTLET
'E' BODY HT. DIM.
3, 4, 6 (76, 102, 152]
IC
Inside Caulk
5-1/4 [133]
3, 4, 6 [76, 102, 152]
IG
Inside Gasket
5-1/4 [133]
2, 3, 4, 6, (51, 76, 102, 152]
IP
Threaded
3-3/4 [95]
2, 3, 4, 6, 8 [51, 76, 102, 152, 203]
NH
No -Hub
5-1/4 (133]
2, 3, 4 [51, 76,102]
NL
Neo-Loc
4-5/8 [117]
PREFIXES
Z D.C.C.1. Body and Top*
ZB D.C.C.I Body w/Polished Bronze Top (Add 3/16 [5] to 2-1/2 [64] Dim. and 3/4 [19] to 12-1/2 [318] Dim.)
ZN D,C.C.I Body w/Polished Nickel Bronze Top (Add 3/16 [5] to 2-1/2 [64] Dim. and 3/4 [19] to 12-1/2 (318] Dim.)
SUFFIXES
-AR
Acid Resistant Epoxy Coated Cast Iron
-DS
Ductile Iron Solid Cover
-DX
Dex-O-Tex Flange (ZB, ZN Only)
-F
2 (51] High Extension
-G
Galvanized Cast Iron
-H
Hinged Grate
-HC
Hinged Solid Cover
-HL
Hinged Locking Grate
-HLC
Hinged Locking Cover
-LY
(Less) Sediment Bucket
-P
Trap Primer Connection
" Regularly furnished
unless otherwise specified.
Zurn Industries, LLC I Specification Drainage Operation
1801 Pittsburgh Avenue, Erie, PA 16502, Ph. 855.663.9876
In Canada I Zurn Industries Limited
7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, Ph. 877.892.5216
www.zurn.com
-S Secondary Strainer
-SC Solid Cover
-SS Stainless Steel Mesh Liner for Bucket
-TC Neo-Loc Test Cap Gasket
(2, 3, 4 [51, 76,102] NL Bottom Outlet Only)
-TS Top Secured with Slotted Screws
-V Backwater Valve (See Z1099)
-VP Vandal -Proof Secured Top
-YA Aluminum Sediment Bucket
-YC Cast Iron Sediment Bucket
-90 909 Threaded Side Outlet Body
Rev. J
Date: 10/16/2019
C.N. No. 141246
Prod. I Dwg. No. Z610
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1, 2) INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN O.D.
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4"- 30" FOR CORRUGATED HOPE
(ADS N-12/HANCOR DUAL WALL, ADS/HMICOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HOPE SHOWN)
3
1 - 8'- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-%05.
2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWINGNO.7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 24").
5 - ADAPTERS CAN BE MOUNTED ON ANYANGLEO" TO360°. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012.
6 - 8'- 30' DOME GRATES HAVE NO LOAD RATING.
(5) ADAPTER MIGLES VARIABLE
0° - 360' ACCORDING TO PLANS
4" MIN ON 8" - 24"
6" MIN ON 30"
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
BASED ON MANUFACTURING REQ.)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1
8" - 30"
OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING &
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
10-YR STORM PIPE COMPUTATIONS
Line ID
Drainage
Area
Runoff
Coeff.
Tc
Intensity
(1)
Incremental
Q
Known
Q
Inv. Up
Inv.
Down
Pipe
Length
Pipe
Slope
Pipe
Size
Pipe
Capacity
Velocity
(Ac)
(C)
(min)
(in/hr)
(cfs)
(cfs)
(ft)
(ft)
(ft)
(%)
(in)
(cfs)
(ft/s)
SD2-SD1
0.01
0.30
5.0
7.20
0.01
0.01
505.40
505.10
25.70
1.2%
4
0.26
1.22
SD4-SDI
0.02
0.90
5.0
7.20
0.10
0.10
505.40
505.10
26.69
1.1%
6
0.77
2.44
SD3-SD1
0.02
0.90
5.0
7.20
0.13
0.13
505.40
505.10
23.34
1.3%
6
0.83
2.86
SDI -EX STM 19
0.00
0.30
5.0
7.20
0.01
0.24
505.00
503.71
72.45
1.8%
6
0.98
4.04
NYLOPLAST INLINE DRAIN SYSTEM USING INSERTA-TEE CONNECTION
INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH
INLINE DRAIN O.D.
NYLOPLAST INLINE DRAIN
VARIOUS TYPES OF ADAPTERS AVAILABLE:
4"-30" FOR ADS N-12 CORRUGATED HOPE, N-12 HP,
PVE SEWER (EX: SDR35), PVC DWI (EX: SCH40),
PVC C900/C905, CORRUGATED & RIBBED PVC
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PERASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL),
N-12 HP, & PVC SEWER.
4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY.
5 - DIMENSIONS ARE IN INCHES
6 - SEE DRAWING NO.7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL
INFORMATION & DRAWING NO.7001-110-364 FOR N-12 HP BELL INFORMATION.
7 - INSERTA-TEE ADAPTERS CREATE WATER TIGH"r JOINT BETWEEN ADPATER AND
MAINLINE PIPE.
INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH
INLINE DRAIN O.D.
VARIOUS TYPES AND SIZE
INSERTA-TEE ADPATERS AVAILABLE.
NYLOPLAST INLINE DRAIN
VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR ADS N-12 CORRUGATED
HOPE, N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C9001C905,
CORRUGATED & RIBBED PVC
(CORRUGATED HOPE SHOWN)
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CAST -STONE COPING
1" OVERHANG
LED BRICK LIGHT
ELECTRICAL CONDUIT
GROUT -FILLED COLLAR JOINT
10" CMU
BRICKS TO BE PAINTED
PER ARCHITECT
EXPANSION JOINT
<12" . ` .> :: ' CONCRETE FOOTING
#4@12"O.C.�
COMPACTED BASE TO 95%
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OTYPICAL SECTION A O TYPICAL SECTION B O TYPICAL SECTION C I C5m2
0
FIXTURE SCHEDULE
FIXTURE NAME DESCRIPTION
LEGEND
REVEL 42 OUTDOOR -(F-4) BOLLARDS
F4 BOLLARD 125 4 6-
F5-C GREENWALL UPLIGHT 1655 1 ® (F-5C) IN -GROUND UP LIGHT
ON STAKE
F8 LED BRICK LIGHT 107 9
- (F-8) LED BRICK LIGHT
NOTES:
1. MAXIMUM PROPOSED FOOTCANDLE MEASUREMENT IN THIS SITE AREA IS 7.9 FC.
2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO
REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY
IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE.
3. NO LIGHTS EXCEEDING 3,000 LUMENS ARE CURRENTLY PROPOSED.
LUMENS # FIXTURES
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APPROVED KGP
SUBMISSION NO. 2
PROJECT 2002004
T H E W 0 R K O F
L I N E + G R A D E
C6mO
REVELBOLLARD
The uniquely modern Revel outdoor bollard features a sleek metal surface that is laser -cut
with horizontal slots which allow the LED light to shine through an inner white diffuser,
The subtle, ambient glow enhances wayfincling on paths or in landscape applications.
Outstanding protection against the elements;
• Powder coat finishes
• Stainless Steel mounting hardware
• Impact -resistant, UV stabilized frosted acrylic lensing
SPECIFICATIONS
DELIVERED LUMgNS ?
12 2
WATTS
18.9
VC)LTAGE '
r l7... ... ql 1 UV 277V w(th ititogc�t transle7tf s
: 2 6kYsurge protection:
SECONDARY SURGE
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PROTECTOR
LIGHT DISTRIBUTION
Symmetric
MOUNTING OPT441{5**
Bolt
PERFORMANCE OPTIONS
Photocomrol / In -Line Fuse
�CCF.
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CRI
004ORsiMNiNG
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-
BUG RATING
60-1
DAR1�
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WET LISTED
IP65
:;GEft�R/-1L,lISTING -
ETL
................................
Can be used to comply with CEC 2019 Title 24
CALIFORNIA TITLE 24
Part 6 for outdoor use. Registration with CEC
Appliance Database not required.
STARTTE(ytP
44 C
FIELD SERVICEABLE LED
Yes
,GON,ST�CUCTION
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HARDWARE
Stainless Steel
FIrylSti
PovUd@r Cp Tt
LED LIFETIME
L70; 60,000 Hours
'Nf�RRAfIT,Y+:
',sYears
WEIGHT
10.1 lbs.
" Visit techlighting.corn for specific
warranty limitations and details.
"'Bollard base not suitable for branch
circuit through wiring.
REVEL BOLLARD
shown in bronze
-IL TECH LIGHTING' REVEL BOLLARD
REVEL BOLLARD
shown in charcoal
ORDERING INFORMATION
PRODUCT CRI1CCr LENGTH
LENS
FINISH VOLTAGE
DISTRIBUTION
OPTIONS
70008RVL 830 42 42
[DIFFUSE
Z BRONZE UNV 120V-277V
r5 bYMMETR[C
NONE
900 CRI, 4000h
u
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L—I
PC BUTTON PHOTOCONTROL
LF IN-LINEFUSE
PCLF BUTTON PHOTOCOPITROL&IN-LINE FUSE
0
0
FIXTURE 4 SPEC
Centrip , , 'j 1 ..i it?LIi1 pc li l;t
rLs2010l [A22Wj .. F$
2,700 K (80 CRI)
627
3,000 K (80 CRI)
830
3.500 K 180 CRI)
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.3J5
.......
4,000 K (BO CRI)
8-110
5,000 K (70 CRI)
- ._ _._._. _
750
Red
RI.)
Green
GfNI
Blue
BLU
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RGBA 4CA
RG8W -0 w
RGBW - Royal Blue 'IC3v1
2,700 K - 6,500 K Ej 2711
tech]ighting.com
LS2010
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091
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1001N
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131 NIP
Anthracite Grey
Ace
201 NNI
Basalt Grey
B i
21 ME
Anodic Silver
5L
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wT
47° 'ND
401 x 10Nit
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178
10 x 40 NV
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60 x20 I T'Ii
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DA
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—
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110-240V, 5016OHz Ul'D
120-277V, 50760111 09"
30-48V DC UI"•
30-48V DC 13'
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AG
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WT
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UB
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iq NoNrAmerlca�Markel
LUMASCAPE WWW.ILII-11EISC 1pe.COIrl
FIXTURE 5-C SPEC
Beam Orientations
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152 mm 102 �nm
Revel Bollard
PHOTOMETRICS*
t I? O r 58 71mm Ill mm
A'
TO .0
L1
>i-
20mm
3e'
97 mm
Anchor Plate Bolt Pattern
REVEL BOLLARD
Total Lurnen Output:
125.2
Total Power:
18.9
Lurniriaire Efficacy:
6.6
Color Temp:
4000K
CRI:
80,
BUG Rating:
BO-U2-GO
PROJECTINFO
FIXTURE TYPE & t2UANTIrY
7000BRVL42SDUNV830C
25
21
17
13
8
4
0
4
8
13
17
21
25
JOB P1AME & INFO
V 2020 Tech Lighting, L.L.C. All rights reserved. [he 'Tech Lighting' graphic is a registered trademark.
Tech Lighting reserves the right to change specifications for product Improvements without notification.
techlighting.com
13T
12T
110'
10T
90'
8T
70,
60'
50'
WAC LI G HTI N G
Endurancem Brick Lights
Opal Step And Wall Light
Model & Voltage Color Temp & CRI
• WL-5105 120 VAC • 3000K 90
-IL TECH LIGHTING
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NOTES
1� TECH LIGHTING
V15UAL COivlFOtrr & CO.
7400 Linda, Avenue.. Skokie, Illinois 60077
T 047,410,4400
Fixture Type:
Catalog Number: WL-5105-30-ABZ
Project:
Location:
Lumens Finish
110 U ABK Architectural Black
• ABZArctlitectural Bronze
U AGH Architectural Graphite
U AWT Architectural White
WL-5105 3000K
Example: WL-5105-30-ABK
DESCRIPTION
Designed for integration into brick walls or vertical risers. The energy -efficient
Endurance- LED Brick Light features a die-cast aluminum housing and
integrated LED light engine with a heat resistant opal glass diffuser for a glare -
free even spread of light, making outdoor areas safer and more secure.
FEATURES
• Frosted tempered glass lens for every illumination
Factory sealed LED light engine
5 year warranty
SPECIFICATIONS
Construction: Die-cast aluminum (K-Alloy)
Power: 5.5W
Input: 120 VAC, 50/60I1z
Dimming: ELV:100-10%
Light Source; Integrated LED
Rated Life: 80000 Hours
Mounting: Mortar Into masonry, screw Into wood walls, or retrofit
into existing brick light installations, Can be mounted on
wall vertically or horizontally
Cut Out: 3 1/4" x 8"
Finish: Electrostatically Powder Coated: Architectural White,
Architectural Graphite, Architectural Bronze, Architectural
Black
Operating Temp: -40°F to 122°F (Al to 50°C)
Standards: ETL, cETL, Wet Location Listed, IP66, ADA
REPLACEMENT PARTS
5105-COV-AWT - Opal Cover Plate AWT
5105-COV-AGH - Opal Cover Plate AGH
5105-COV-ABZ - Opal Cover Plate ABZ
5105-COV-ASK - Opal Cover Plate ABK
5005-PLATE - Mnt Plate for Light Engine
FINISHES:
MEN
ArchiEectura Architectura
Architectura
Architectura
I White I Graphite
I Bronze
I Black
LINE DRAWING:
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waclighting._com I Phone (800) 526.2588 1 Fax (800) 526.2585 1 Headquarters/Eastern Distribution Center 44 Harbor Park Drive Port Washington, NY 11050
WAC Lighting retuios the right to modify the design of our products of orry trine os purt of the curnpony's continuous improvement program. July 2022
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