HomeMy WebLinkAboutSDP202200033 Plan - Submittal (First) 2022-05-16RIO HILL'THE
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MINOR SITE PLAN AMENDMENT Uj
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ALBEMARLE COUNTY, VIRGINIA
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PROJECT SUMMARY ;
PROJECT NAME: RIO HILL'THE SPOT'
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ADDRESS: 1884 & 1900 RIO HILL CENTER
CHARLOTTESVILLE, VA 22901
DEVELOP. TYPE: BY -RIGHT REDEVELOPMENT Uj
MAGIST. DISTRICT: RIO
SUMMARY: THIS PROJECTCONSISTS OF THE REDEVELOPMENTOF THE COURTYARD AREA BETWEEN 1884& 1900 RIO HILLCENTERTO
PROVIDE OUTDOOR SEATING.
APPLICANT/OWNER:
CONTACT: JIMPAULUS DESIGN INFORMATION:
SCT RIO HILL LLC C/O THE SHOPPING CENTER GROUP (TSCG)
ADDRESS: 300 GALLERIA PARKWAY, 12TH FLOOR DESIGN MANUALS REFERENCED:
ATLANTA, GA 30339 VDOT ROAD AND BRIDGE STANDARDS CURRENT EDITION
PHONE: (757) 722-2500 ALBEMARLE COUNTY DESIGN STANDARDS MANUAL
EMAIL: JIM.PAULUS@TSCG.COM ADDITIONAL INFORMATION:
DISTURBANCE AREA: 0.148 AC (6,455 SF)
ENGINEER OF RECORD:
CONTACT:
LINE AND GRADE CIVIL ENGINEERING
KENDRA G. PATRICK, PE
ADDRESS:
113 4TH STREET N E; STE 100
CHARLOTTESVILLE, VA 22902
PHONE:
434-262-0169
EMAIL:
KPATRICK@LINE-GRADE.COM
SOURCE OF SURVEY ANDTOPOGRAPHY:
PARCELS:
SOURCE:
ACTUAL GROUND SURVEY
CONTACT:
DRAPER ADEN ASSOCIATES
CHERYLSTOCKTON
ADDRESS:
110AVON STREET
CHARLOTTESVILLE, VA 22902
PHONE:
434-295-0700
EMAIL:
CSTOCKTON@DAA.COM
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:
SETBACKS:
MAX HEIGHT ALLOWED (STEPBACK OF 15 FT AFTER 40 FT OF HEIGHT)=
MAX EXISTING BUILDING HEIGHT=
MAX PROPOSED BUILDING HEIGHT=
Sec.4-20.o MIN FRONT BUILDING SETBACK=
MAX FRONT BUILDING SETBACK =
MIN SIDEAND REAR BUILDINGSETBACK (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:
PARKING REQUIRED:
EXISTING COMMERCIAL SPACE =
PROPOSED COMMERCIAL SPACE _
EXISTING PARKING SPACES =
PROPOSED PARKING SPACES =
*SEE SHEET CO.2 FOR MORE DETAILED PARKING CALCULATIONS
249,000 SF
NO CHANGE
1,263 SPACES
1,255 SPACES
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VICINITY MAP IN LOCATION MAP N SCALE: 1" = 8,000' SCALE: 1" = 1,000'
SHEET
LIST TABLE
Sheet Number
Sheet Title
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Title Sheet
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C0.1
General Notes
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CO.2
General Notes
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CO.3
Existing Conditions and Key Map
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C1.0
Demolition Plan
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C2.0
Site Plan
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C3.0
Grading and Utility Plan
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C4.0
Landscaping Plan
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C5.0
Construction Details
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Drainage Details
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TOTAL SHEETS
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SUBMITTAL LOG
SUBMISSION
DESCRIPTION RECIPIENT SUBMITTAL DATE
1 100% DESIGN DEPT. OF COMMUNITY 05/16/2022
DEVELOPMENT
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KENDRG.2PATRIC
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APPROVED KGP
SUBMISSION NO. 1
PROJECT 2002004
T H E W 0 R K O F
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GENERAL CONSTRUCTION NOTES: UTILITIES: CONCRETE AND ASPHALT:
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 OWNERS 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.
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. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL 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:
1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE
AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA
STATEWIDE FIRE PREVENTION CODE.
3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION
FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND
COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE
FIRE PREVENTION CODE.
5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE.
6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS
WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR
PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER
ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
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.
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VERTICAL: NAVD-88 (GPS DERIVED)
BENCHMARKS:
SUGGESTED CONSTRUCTION SEOUENCING:
1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES.
2. INSTALL SILT FENCE AS INDICATED ON PLANS.
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.
8. DRESS AND OVERSEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER.
9. REMOVE PERIMETER CONTROL MEASURES.
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PROPOSED EXISTING PARKING TABULATIONS:
PARKING REQUIRED W
S SANITARY CENTERLINE
CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES
W WATER CENTERLINE h/ 184.12.6 SHOPPING CENTER 4.5 SPACES PER 1,000 SF OF LEASABLE GFA 249 1,121 Q
TOTAL REQUIRED: 1,121
STORM SEWER HANDICAP REQUIRED: 45
GAS GAS LINE GAS PARKING PROVIDED
CODE REF. SPACE TYPE REQUIRED SPACES EXISTING SPACES
UGE UNDERGROUND POWER UGE STANDARD 1,076 1,208
HANDICAP 45 47
ODNIM UNDERGROUND COMMUNICATIONS COMM TOTALS: 1,121 1,255
OVHD OVERHEAD UTILITY OVHO
382 CONTOUR LINE —382— LAND COVER TABULATIONS:
CURB/CURB AND GUTTER PRE -DEVELOPMENT POST -DEVELOPMENT
SQ. FT. AC. % OF SITE SQ. FT. AC. % OF SITE
SPILL CURB WITH TRANSITION AREA ONSITE PERVIOUS COVER 295,118 6.775 22% 294,113 6.752 22%
ONSITE IMPERVIOUS COVER 1,054,636 24.211 78% 1,055,641 24.234 78% Lu
PAVEMENT MARKING LINE TOTALSITEAREA: 1,349,754 30.986 100% 1,349,754 30.986 100%
BUILDING LINE
BUILDING OVERHEAD/PROJECTION
WALL
TREELINE
PROPERTY LINE
EASEMENT LINE
BUILDING SETBACK LINE
ROAD CENTERLINE
CHANNEL CENTERLINE
�— — BERM CENTERLINE
r - LOD LIMITS OF DISTURBANCE
Z
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CONCRETE G
BMP
RIPRAP
ALIGNMENT/GRADING ABBREVIATIONS
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 4
DELTA ANGLE
PC
POINT OF CURVATURE
TC
TOP OF CURB
EG
EXISTING GRADE
FCC
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 WALL
EVCE
END VERTICAL CURVE ELEVATION
PR
PROPOSED ELEVATION
STA
STATION
FG
FINISHED GRADE
PRC
POINT OF REVERSE CURVATURE
SP
SADDLE POINT
FL
FLOWLINE
PT
POINT OF TANGENCY
OFF
OFFSET
STANDARD
ABBREVIATIONS
ABAN
ABANDON
FIND
FOUNDATION
PVMT
PAVEMENT
AC
ACRES
GRVL
GRAVEL
PM
PAVEMENT MARKING
ADJ
ADJUST
HC
HANDICAP
REM
REMOVE
APPROX
APPROXIMATE
ID
INSIDE DIAMETER
ROW
RIGHT-OF-WAY
ASPH
ASPHALT
LA
LANDSCAPED AREA
RT
RIGHT
Q
BASELINE
LF
LINEAR FEET
R&D
REMOVE AND DISPOSE
BLDG
BUILDING
LOD
LIMITS OF DISTURBANCE
R&R
REMOVE AND RESET
BM
BENCHMARK
LT
LEFT
R&S
REMOVE AND STACK
E
CENTERLINE
MAX
MAXIMUM
SB
SOUTHBOUND
CF
CUBIC FEET
MIN
MINIMUM
SF
SQUARE FEET
CG
CURB AND GUTTER
ME
MATCH EXISTING
SSD
STOPPING SIGHT DISTANCE
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
ONO
DO NOT DISTURB
OC
ON CENTER
TRANS
TRANSITION
EB
EASTBOUND
OD
OUTSIDE DIAMETER
TYP
TYPICAL
EL
ELEVATION
PRKG
PARKING
WB
WESTBOUND
EX
EXISTING
PROJ
PROP
PROJECT
PROPOSED
WSEL
WATER SURFACE ELEVATION
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7 IVm /tea virginica 'Merlot' Virginia Sweetspire 18" Ht. 48" O.C. 3 Gal.
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\� 75 MCrm Muhlenbergia capillaris 'Regal Mist' Muhly Grass 30" O.C. 3 Gal. L I N E + G R A D E
1 ; \ 83 MCwc Muhlenbergia capillaris 'White Cloud' Muhly Grass 30" O.C. 3 Gal.
80 PVs Panicum virgatum'Shenandoah' Switchgrass 30" O.C. 3 Gal.
_Z 1 LANDSCAPING PLAN C400
1" = 10': 0 10 20
2" RECESSED SEALANT
TOOLED CONCAVE AND
TIGHT TO BACKER ROD
ROUNDED POLYMER
BACKER ROD WITH NO
BOND TO SEALANT
EXPANSION JOINT FILLER
6" AGGREGATE
BASE (VDOT 21A)
4" CONCRETE PAVING
6" THICKENED EDGE AT JTS
12" MIN. WIDTH BOTH
SIDES, REINF. WITH MESH
REQUIRED
CONCRETE PAVEMENT
REINFORCED AS REQUIRED
PREPARED SUBGRADE
TOOLED OR SAW CUT SCORE
ROUND EDGES (4'-2' RADIUS)
DEPTH = 4 x SLAB THICKNESS
WIDTH = 1811- 4"
11 1
RESERVED
PARKING
CV
PENALTY
$100$500 FINE
TOW AWAY ZONE
in I VAN
Ci ACCESSIBLE
5' MIN. TO
FINISHED GRADE
OCONCRETE PAVING EXPANSION JOINT O CONCRETE PAVING CONTROL JOINT O
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
V
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.
VAN PLACARD
(WHERE APPLICABLE)
HANDICAP PARKING SIGN
CG-12 A
*5 DOWELS, B" LONG
PERMISSIBLE
AT 12" C-C
S�MIN.�
CONSTRUCTION
JOINT
1�
5'MIN
1
12:1 MAX SIBS
v
z
2 1 MAX. _
gA�
4'MIN
N
1217 MAX
RAMP
RAMP
WITH BUFFER STRIP
(SEE TABLE)
(SEE TABLE) TRANSITION GUTTER PAN SLOPE
A
TRANSITION GUTTER PAN SLOPE
TO 201 THROUGH RAMP LENGTH
5' MIN
TO 20:1 THROUGH RAMP LENGTH
GUTTER PAN MAXIMUM SLOPE 20:1
77!ZZ5
5'-0" MIN
SHAPE TO MATCH FACE
WITHOUT BUFFER STRIP
OF ROADWAY CURB
BACK,
K201,
MAX
Nl n.
,,-eY EXAMPLE
INSTALLATION METHODS - SEE PLANS FOR LAYOUT
SECTION A -A
DETECTABLE WARNING SURFACE PERMISSIBLE
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
a
3
6
9
4
8
12
5
10
15
6
14
15
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
204.03 04/19
ONE DIRECTION
WITHOUT BUFFER STRIP
CROSS'
II II
CROSSWALK
Ao
N
4
ONE DIRECTION
WITH BUFFER STRIP
IN
v
TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADII
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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APPROVED KGP
SUBMISSION NO. 1
PROJECT 2002004
T H E W 0 R K O F
L I N E + G R A D E
OTREE PLANTING O SHRUB PLANTING O CG-126 C5m0
SPECIFICATION SHEET
ZURN 112--11/2[[318]SQUARE TOP HEAVY-DUTY DRAIN
IONEENESSOMM�TAG
Dimensional Data (inches and [ mm 1) are Subject to Manufacturing Tolerances and Change Without Notice
015 [381 ]
—122 [318] SQ—
I —A----4
A
Appprox.
Grate Open
Pipe Size
Wt.
Area
In. [mm]
LIDS. [kg]
Sq. In. [cmg
2, 3, 4, 6 [51, 76, 102, 152]
54 [24]
42 [271 ]
8 [203]
56 [25]
OPTIONS (Check/specify appropriate options)
22 [64]
E
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]
_ NIL
Neo-Loc
4-5/8 [117]
PREFIXES
— Z D.C.C.I. Body and Top*
ZB D.C.C.[ 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.[ 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 lronSolidCover
-D(
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.
Zorn 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
1ArMrsKzurn.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] NIL Bottom Outlet Only)
_ -TS Top Secured with Slotted Screws
-V Backwater Valve (See Z1 099)
-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.
Ofl
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANSRAKE OFF) REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4"- 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HDP�EIII SHOWN)
1 - ll'-30' DOME GRATES SHALL BE DUCTILE IRON PER AsrM A536
GRADE 7050-05.
2 - 8"& 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
OF A PVC BODY TOP. SEE DRAWING NO.7001-1104M.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84'DUETO SHIPPING
RESTRICTIONS. SEE DRAWING No. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALLCONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12MM1OOR DUAL WALL),
N42 HP, & PVC SEWER (C-241.
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO360'. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012.
6 - 8'-30' DOME GRATES HAVE NO LOAD RATING.
(5) ADAPTER ANGLES VARIABLE
0" - 36T ACCORDING TO PLANS
4"MIN ON 8'-24"
6'MIN ON 30'
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8' - 24', 1T MIN. ON 30'
BASED ON MANUFACTURING REQ.)
' THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I
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
(I)
Incremental
Q
Known
Q
Inv. Up
Inv.
Down
Pipe
Length
Pipe
Slope
Pipe
Size
Pipe
Capacity
Velocity
(Ac)
I (C)
(min)
(in/hr)
I (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-SD1
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
SD1-EX STM 19
1 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:
C-11" FOR ADS N-12 CORRUGATED HDPE, N-12 HP,
PVE SEWER (EX: SDR35), PVC DWV (EX SCH40),
PVC C900/C905, CORRUGATED & RIBBED PVC
1 - GRATESWUD COVER SHALL BE DUCTILE IRON PER ASTM A535 GRADE 7150 05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A535 GRADE TIMM.
3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS 14-12IHANCOR DUAL WALL(,
N-12 HP, & PVC SEWER.
4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY.
5- DIMENSIONSARE IN INCHES
6 - SEE DRAWING NO.7001-110-275 FORADS N-12 & RANCOR DUAL WALL BELL
INFORMATION It DRAWING No. 7001-11036A FOR N-12 HP BELL INFORMATION.
7 - INSERTA-TEE ADAPTERS CREATE WATER TIGHT JOINT BETWEEN ADPATERAND
MAINLINEPPE.
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 C900/C905,
CORRUGATED & RIBBED PVC
(CORRUGATED HOPE SHOWN)
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KENDRA G. PA��ffTT�\y/RRIICK Y
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*;�"_'/OINAL ENG`
APPROVED KGP
SUBMISSION NO. 1
PROJECT 2002004
T H E W 0 R K O F
L I N E + G R A D E
OZURN Z610 DRAIN O NYLOPLAST DRAIN BASIN O NYLOPLAST INLINE DRAIN C5ml