HomeMy WebLinkAboutSDP202300024 Plan - Submittal (First) 2023-03-28MARCHANT STREET CONTRACTOR OFFICE
FINAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
PROJECT
SUMMARY
NAME OF PROJECT:
MARCHANT ST CONTRACTOR OFFICE
PROJECT ADDRESS:
NEAR 2002 MARCHANT ST
DEVELOPMENT TYPE:
BY -RIGHT; INITIALSDP 2022-56
PROJECT NARRATIVE:
NEW 4-STORY INDUSTRIAL OFFICE AND STORAGE BUILDING WITH SURFACE LEVEL
PARKING
APPLICANT/OWNER:
ENGINEER OF RECORD:
SOURCE OF SURVEY AND TOPOGRAPHY:
PARCELS:
CONTACT:
0 MARCHANT LLC
CHRIS LEBLANC
ADDRESS:
1181 FOXVALE LANE
CHARLOTTESVILLE, VA 22902
PHONE:
434-284-1711
EMAIL:
CHRIS@NOLABUILDS.COM
CONTACT:
LINE AND GRADE CIVIL ENGINEERING
KENDRA G. MOON, PE
ADDRESS:
1134TH STREET NE; STE 100
CHARLOTTESVILLE, VA 22902
PHONE:
434-262-0169
EMAIL:
KMOON@LINE-GRADE.COM
SOURCE: COMMONWEALTH LAND SURVEYING, LLC
SURVEYED 07/14/2022 - FIELD VERIFIED BY KENDRA MOON, PE 07/27/2022
CONTACT: DAVIDJORDAN, LS
ADDRESS: 1484 GREEN BRI ER PLACE
CHARLOTTESVILLE, VA 22901
PHONE: 434-333-2280
EMAIL: DAVE@VACLS.COM
PARCEL I D:
78-21Q
OWNER:
0 MARCHANT LLC
INSTR. NO.
202200004606
CONTACT:
CHRIS LEBLANC
ZONED:
LIGHT INDUSTRY
OVERLAYS:
MANAGED STEEP SLOPES
MAGISTERIAL DISTRICT:
SCOTTSVILLE
PROFFERS:
NONE
LEGAL AREA:
0.185 AC (PER SURVEY - GIS STATES 0.21 AC)
PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D
BUILDING HEIGHT:
MAX HEIGHTALLOWED = 65 FT
EXISTING BUILDING HEIGHT= 15 FT
PROPOSED BUILDING HEIGHT- 55 FT
SETBACKS AND STEPBACKS:
MIN FRONT SETBACK =
10 FT FROM ROW OR EXTERIOR EDGE OF SW IF SW IS OUTSIDE ROW
MAX FRONT SETBACK=
NONE
IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE
MONTICELLO HISTORIC DISTRICT: (1) NO PORTION OF ANYSTRUCTURE,
EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET FROM THE
DISTRICT BOUNDARY; AND (11) NO OFF-STREET PARKING OR LOADING
SPACE SHALL BE LOCATED CLOSER THAN 20 FEETTO THE DISTRICT
SIDE AND REAR SETBACK =
BOUNDARY.
PARKING SETBACK =
10 FT FROM PUBLIC ST RIGHT OF WAY
STEPBACK =
15 FROM FRONT FOR EACH FLOOR THAT BEGINS OVER 40 FT OR 3 STORIES
BUILDING FOOTPRINTS:
EXISTING BUILDINGS
WAREHOUSE 1,352 SF
PROPOSED BUILDINGS
INDUSTRIAL OFFICE 2,706 SF
FLOOR AREA RATIO (FAR) 2706 sf / 8065 sf 0.34
LAND USE:
INDUSTRIAL (BUILDING AND PARKING) 4,208 SF
PARKING REQUIRED:
SEE CO.2
TREE CANOPY COVER:
SEE LANDSCAPE PLAN
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IN 15' STEPBACK, 4TH STORY ONL
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A A PROPOSED 4 STORY * p 1\
CONTRACTOR OFFICE / >
OVER PODIUM PARKING A I ,
p. 2,706 SF FOOTPRINT
10,329 GFA I
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1 Q p M A Q. Q CONCRETE PEDESTRIAN
WALKWAY
UTILITIES AND STAIRWELL ON O
GROUND LEVEL OF BUILDING
_ 82' I /
BUILDING PREVIEW
SCALE: 1" = 10'
VA
411
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VICINITY MAP N
SCALE: 1" = 4,000'
PROJECT LOCATION
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MARCHANT ST. D 40, a O
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NORFOLK SOUTHERN RAILROAD �� 6
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LOCATION MAP ;
SCALE: 1" = 500'
DESIGN INFORMATION:
DISTURBANCE AREA: 0.226 AC (9,834 SF)
PROPOSED IMPERVIOUS AREA: 0.12 AC (5,063
SF; 63% OF SITE)
WATERSHED: BOTH MOORES CREEK AND
MEADOW CREEK
WATER SUPPLY RESERVOIR: RAGGED MTN
SHEET LIST TABLE
SHEET
UTILITY OWNERS:
GAS:
N/A
WATER:
ACSA
STORM SEWER:
N/A
SANITARY SEWER:
ACSA
NUMBER
SHEET TITLE
CO.0
COVER SHEET
C0.1
GENERAL CONSTRUCTION NOTES
CO.2
LEGEND AND SITE CALCULATIONS
C1.0
EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0
SITE PLAN
C2.1
SITE DETAILS
C3.0
GRADING AND UTILITY PLAN
C3.1
UTILITY DETAILS
C4.0
LANDSCAPING PLAN
C4.1
LANDSCAPING DETAILS
C5.0
PHOTOMETRIC PLAN
11
TOTAL SHEETS
SUBMITTAL
LOG
SUBMISSION
DESCRIPTION
1
FINAL
RECIPIENT
COMMUNITY
DEVELOPMENT
SUBMITTAL DATE
03/27/2023
DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE
DEPARTMENT OF ENGINEERING
DATE
DEPARTMENT OF ZONING DATE
FIRE MARSHAL DATE
ALBEMARLE COUNTY SERVICE AUTHORITY DATE
VIRGINIA DEPARTMENT OF HEALTH
DATE
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SUBMISSION NO. 1
PROJECT 2205003
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GENERAL CONSTRUCTION NOTES:
UTI LITI ES:
FIRE PREVENTION:
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.
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.
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.
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.
DURING DEMOLITION AND/OR CONSTRUCTION, THE FOLLOWING FIRE PREVENTION STEPS ARE REQUIRED:
1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING IS 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. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE
VIRGINIA STATEWIDE FIRE CODE.
4. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, SAFE AND EFFICIENT VEHICULAR ACCESS FOR FIREFIGHTING AND EMERGENCY OPERATIONS
SHALL BE PROVIDED AND MAINTAINED AT ALL CONSTRUCTION AND DEMOLITION SITES. THIS INCLUDES PROVISION OF THE REQUIRED UNOBSTRUCTED
ACCESS WIDTHS, A SURFACE CAPABLE OF SUPPORTING EMERGENCY APPARATUS OF UP TO 75,000 LBS. IN ALL WEATHER CONDITIONS, FREE OF OVERHEAD
OBSTRUCTIONS FROM 13 FT. 6 INCHES AND BELOW, PROVIDE ACCESS TO FIRE DEPARTMENT CONNECTIONS WITHIN 100 FEET OF WATER SUPPLY/HYDRANTS
AND MUST PROVIDE FOR AERIAL ACCESS NO CLOSER THAN 15 FT. AND NO MORE THAN 30 FT. FROM THE ACCESS ROAD TO BUILDINGS OVER 30 FEET TALL.
THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD AS LONG AS THE CONDITIONS LISTED, AND THEY ARE PROPERLY IDENTIFIED/MARKED.
5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE WITH UNOBSTRUCTED ACCESSIBILITY 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.
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BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED)
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BENCHMARKS: (SEE IMAGES ABOVE)
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UNDERGROUND POWER
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UNDERGROUND COMMUNICATIONS
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OVERHEAD UTILITY
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SPILL CURB WITH TRANSITION AREA
PAVEMENT MARKING LINE
BUILDING LINE
BUILDING OVERHEAD/PROJECTION
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— —
PROPERTY LINE
— —
EASEMENT LINE
— — — — — — — — — — — — — — —
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— — — — — — — — — — — — — ——
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RIPRAP
ABBREVIATIONS
AC ACRES
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LENGTH OF VERTICAL CURVE
ADJ ADJUST
MAX
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APPROX APPROXIMATE
MIN
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POINT OF CURVATURE
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POINT OF INTERSECTION
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POINT OF REVERSE CURVATURE
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PROP
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POINT OF VERTICAL CURVATURE /
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POLYVINYL CHLORIDE
EL/ELEV ELEVATION
PVI
POINT OF VERTICAL INTERSECTION
EP EDGE OF PAVEMENT
PVT
POINT OF VERTICAL TANGENCY
EVCS END VERTICAL CURVE STATION
R
RADIUS
EVCE END VERTICAL CURVE ELEVATION
ROW
RIGHT-OF-WAY
EX EXISTING
SAN
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FG FINISHED GRADE
SCH
SCHEDULE (PIPE WALL THICKNESS)
FIND FOUNDATION
SD
STORM DRAIN
GRVL GRAVEL
SF
SQUARE FEET
HC HANDICAP
SMH
SANITARY MANHOLE
HP HIGH POINT
STA
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SW
SIDEWALK
IRR IRRIGATION
TC
TOP OF CURB
INV INVERT
TEMP
TEMPORARY
LAT LATERAL
THT
THROAT
LF LINEAR FEET
TW
TOP OF WALL
LOD LIMITS OF DISTURBANCE
TYP
TYPICAL
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WSEL
WATER SURFACE ELEVATION
ITE TRIP GENERATION:
11TH EDITION TRIP GENERATION DATA
WEEKDAY TRAFFIC
VEHICLES
AM PEAK HOUR ADJ.
STREET TRAFFIC
PM PEAK HOUR ADJ.
STREET TRAFFIC
USE DESCRIPTION ITE CODE UNITS QTY OF UNITS
PER DAY
%IN %OUT IN
OUT TOTALTRIPS
%IN %OUT
IN
OUT
TOTAL TRIPS
General Office 710 1,000 sf GFA 2.71
29
88% 12% 4
0
4
17% 83%
1
3
4
General Storage 150 1,000 sf GFA 7.63
50
77% 23% 1
0
1
28% 72%
0
1
1
SITE TOTALS =
79
5
0
1 5
1
4
5
PARKING TABULATIONS:
CODE REF.
USE
PARKING REQUIRED
REQUIRED RATE
QUANTITY REQUIRED SPACES
4.12.6 Contractor's (construction office, Shop, storage) 1 space / employee on -site 10 Employee(s) 10
1 space / facility vehicle 0 Vehicles 0
FIRE FLOW
TEST INFORMATION I NEEDED FIRE FLOW
HYDRANT LOCATION PIREUS ROW (10426) USE* NEEDED FIRE FLOW
HYDRANT ELEVATION 376 TYPE IIB AND V-A, OCCUPANCY B AND S-1 1750 GPM
RESIDUAL PRESSURE 87 PSI AVAILABLE FIRE FLOW
STATIC PRESSURE 111 PSI FLOW AT 20 PSI RESIDUAL PRESSURE (Q20) 2,444 GPM
FLOW 1190 GPM
*IN ACCORDANCEWITHAPPX. BOFTHEIFC
WATER DEMAND CALCULATIONS:
FIXTURE VALUE
FIXTURE
PSI
NO. OF
FIXTURES
FIXTUREVALUE
TOTALS
BATHTUB 8
BEDPAN WASHERS 10
BIDET 2
DENTAL UNIT 2
DRINKING FOUNTAIN - PUBLIC 2
KITCHEN SINK 2.2
LAVATORY 1.5
SHOWERHEAD (SHOWER ONLY) 2.5
SERVICESINK 4
TOILET- FLUSH VALVE 35
-TANKTYPE 4
URINAL- PEDESTAL FLUSH VALVE 35
- WALL FLUSH VALVE 16
WASH SINK (EACH SET OF FAUCETS) 4
DISHWASHER 2
WASHING MACHINE 6
HOSE (50 ft WASH DOWN) —1/2 in. 5
—5/8 in. 9
—3/4in. 12
0
0
0
0
0
0
12
0
8
0
32
0
0
0
0
0
0
0
0
8
2
8
' VALUES FROM A WWA M-22 WORKSHEET COMBI N ED FIXTURE VALUE TOTAL =
52
ESTIMATED DEMAND= 1 43 GPM
FROM AWWA FIG. 4-2 OR 4-3
ASSUMED AVAILABLE PRESSURE AT METER = 50 PSI
PRESSURE ADJUSTMENT FACTOR = 0.90
FROM AWWA TABLE 4-1
CUSTOMER PEAK DEMAND x PRESSURE ADJUSTMENT FACTOR, GPM
IRRIGATION
TOTAL IRRIGATION AREA = ISF
NUMBER OF IRRIGATION SECTIONS = 0
(100 FT2 SECTIONS)
IRRIGATION SYSTEMTYPE
IRRIGATION FACTOR 0
IRRIGATION DEMAND (NO. OF SECTIONS x IRRIGATION FACTOR) GPM =0
HOSE BIBS QUANTITY DEMAND
1/2" BIBI 0
5/8" BIBI 0
3/4" BIBI 0
TOTAL IRRIGATION DEMAND (IRRIGATION + HOSEBIBS) GPM =�
FIXED DEMAND
ADDITIONAL FIXED LOAD, GPM = 0
TOTAL WATER DEMAND ESTIMATE
SUM OF FIXTURES, IRRIGATION, AND FIXED DEMAND, GPM = 38.7
METER REQUIRED= 1" POSITIVE DISPLACEMENT
E
ISO
TOTAL REQUIRED:
TOTAL PROVIDED:
Domestic Use Hotels Shopping Centers. Restaurants
Public Schools. Puolic 8uddings, HosDit
100 200 300 400 500 6.00 700
Combined Fixture Value
Figure 4-2 Water flow demand per fixture value - low range
Domestic Use Apartments Condominiums
000 900 1000 1100 1200
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THIS AREA MAY BE CONCRETE AT
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ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE
201.04
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NOTES(
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
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4, FOR USE WITH STABILIZED OPEN -GRADED
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CURB AND GUTTER SHALL BE CONSTRUCTED
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COURSES AND TO THE DEPTH OF THE
PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED
ON ROADWAY CLASSIFICATION AND DESIGN SPEED
AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
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6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING
BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN
10' OR THE CHANGE IN STANDARDS CAN BE MADE AT
REGULAR OPENINGS.
7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS
USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD
CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE
THE MOUNTABLE CURB CONFIGURATION INCORPORATED.
COMBINATION 4" CURB AND GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAID FOR AS
RADIAL CURB. —
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH
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T H E W 0 R K O F
L I N E + G R A D E
C3m0
1' COMPRESSION K 3/9 MALE PIPE
OR APPROVED EQUAL
0
NOTE
NO SMERTED FITiWQ4
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
1/0 BM 1 ys_
STOP
SAND OR DUST UNDER
BOX AND SETTER (2-INCH
MINIMUM THICKNESS)
101
HE
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
2.
R
'• MMPRESSION • 3/d MALE PIPE COUPLING
(PROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESDENTAL SEANCE WERE AN IRRIGATION
METER IS NOT PROMDED.
RON LID
DINED GRADE
1 METER
BOX
e DIAMETER BRAIN PIPE, 12'
LONG STONE POCKET, MT
SPEC. 2" NO. 57 AGGREGATE
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
ID-1U
OTD-10 (Service Lateral)
COVER LIFT NOTCH
14 1/2"
12 1/2" 12 3/6"
WATER
1 CAST IRON LID
IV METER BOX
AS' Try
,P +
ti
18"
.. A
. ,.. .. ,, 6" EXTENSION
6"
PIPE SLOT
(2 PLACES)
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
OTD-13 (Meter Boxes
-IIIIIIIIIIIIIIIIII—III IIIIII FILTER FABRIC Imo} 5:1 MAX IIII—(III _
IIIIIIIIIIIIIIIIIIIIIIII-III III � �-� � �-III-III-IIIIIIIIII I ••,•:••
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1I-
0
GRAVEL DIAPHRAGM
27, 2019
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.T HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE
2. SEWER LATERALS TAPPED INTO AN EMSTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT )
�Q
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4'.
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND
2 X 4
MARKER
PLUG END OF -
MAIN LINE, I SECTION SERVICE LATERAL
O
LINE WYE-TEE
PLAN
VARIES
IE
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
TD-33 (Sewer Service Lateral Connect)
WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR
WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF
CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE
PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE
ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP
OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
EXTENSION OF THE LINE.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS
EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT
SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF
THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE
TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE
SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
CONTRACTOR.
ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
Ee
ACSA GENERAL WATER & SEWER CONDITIONS
390
385
W-
CRIMP AND ROLL END OF COPPER PIPING
42" MIN.
REMAINING COPPER PIPE TO BE VERTICAL
24" MIN.
SHUT-OFF CORPORATION STOP
O
TYPICAL SERVICE TAP ABANDONMENT
NTS
FIG. W-65
TD-11 (Service Taa Abandonment
390
385
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SANITARY LATERAL PROFILE
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COMMON NAME
BOTANICAL NAME
SIZE
QUANTITY PROVIDED
TREES
'Redmond' Linden
Tilia americana & cvs
1.5" CAL
1
American Hophornbeam
Ostrya virginiana
6-8' HT
1
Sourwood
Oxydendrum arboreum
6-7' HT
1
SHRUBS
Winterberry Holly
Ilex verticillata & cvs
18" HT. MIN.
4
2000 MARCHAVT SThftFT v v I I \
NOTES:
/ I W MILLS I 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE
PARCEL L
l DB 5040 PG 20 I
/ / I INSTR. 20I8000044�94
/ ZONED.• LIGHT INDU TRY \
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1 DEVELOPMENT, OR A PHASE THEREOF.
2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND
I REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN,
MANAGED STEEP SLOPES PER GIS (TYP)
—0Hf'—
191�1 DIP
Mle
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RPRITA OF--W Y —! l
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FRIVAT,'\§0' \ S ��s 5 ��cw� NF 1 \ I I \ \
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I I l DB 5040 PG 24 — / �s i \ \ / O \ \ \ TREE PROTECTION FENCING \SGN
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PERMANENT
\ \ \ \ \ WATERL/NE / / PROPOSED STREET TREE z
\ \ \ \ \ EASEMENT / 'REDMOND' LINDEN
DR 2043 PG
646
78-2/P / l
\ 0WIVER ALFRED S. SADTLER
\ \ \ \ \ \ \ \ 2002 PIREUS ROW /
\WOOLEN MILLS /
\ \ \ \ BLOCK A, LOT 6 /
\ \ DB 4278 PG 469 /
\ \ \ \ ZONED: LIGHT INDUSTRY /
\ \ \ \ \ \ \ \ U\ SINGLE-FAMIL Y RESIDENTI L
LANDSCAPING WITHIN A PARKING AREA
Per Sec. 32.7.9.6
PARKING LOT AREA
2525
SF
CANOPY REQ'D (5%)
126
SF
PARKING SPACES PROVIDED
11
SPACES
# TREES REQ'D (1 PER 10 SPACES OR PORTION THEREOF)
2
TREES REQ'D
#TREES PROVIDED
1 2
ITREES PROVIDED
LANDSCAPE AND CANOPY CALCULATIONS �p1TH OF D/Cl
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CANOPY REQ'D FOR INDUSTRIAL(10%)l 807 SF �S G�w
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_ SIONAL EN 11
SOURCE PLANTING/SPECIES BOTANICAL NAME QTy 10 YEAR TOTAL 10 \ E CANOPY AREA CANOPY AREA
APPROVED KGM
\ \ \ \ \ Preserved Tree Canopy Various Various - 1,028 SF SUBMISSI )NI Nip 1
Street Trees (Large Canopy) 'Redmond' Linden Tilia americana & cvs 1 191 SF 191 SF
\ � � g py) PROJECT 2205003
TMP.• 78-2IN \ \ Parking Area Tree American Hophornbeam Ostrya virginiana 1 99 SF 99 SF
\ OWNER. VIRGINIA PACIFIC \ \ \ Parking Area Tree Sourwood Oxydendrum arboreum 1 138 SF 138 SF T H E W 0 R h 0 F
y \ \ INVESTMENTS L L C \ \ \ Shrubs Winterberry Holly Ilex verticillata & cvs 4 41 SF 164 SF L I N E + G R A D E
I \ ZONED: L IGHT INDUSTRY \
\ \ INSTR.- 20190001.3,562 \ \ \ Footnotes: CANOPY AREA REQUIRED = 807 SF
I \ N \ \ 1 1) Per 32.7.9.8 CANOPY AREA PROVIDED = 1,620 SF
12- LANDSCAPING PLAN C400
1" = 10': 0 10 20
STREET TREES AND SHRUBS
Per Sec. 32.7.9.5
STREET FRONTAGE (PIREUS ROW)
44
LF
#TREES REQ'D (1 LARGE SHADE TREE PER 50 LF)
2
TREES REQ'D
#TREES PROVIDED
2
TREES PROVIDED
# SHRUBS PROVIDED
4
SHRUBS PROVIDED
O
TREE PLANTING
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 O
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.
V
NOTE:
ALL TREES IN A TREE PROTECTION AREA
OR ISOLATED SPECIMENS THAT ARE NOT
SPECIFICALLY SHOWN TO BE REMOVED
ARE TO BE SAVED. ANY EXCAVATION OR
TRENCHING WHICH IMPACTS THE ROOT
SYSTEM OR CROWN BRANCHING OF TREE(S)
NEEDS TO BE CARRIED OUT FOLLOWING THE
GUIDELINES OF THE TREE PRESERVATION
SPECIFICATIONS. THE SERVICES OF A
CERTIFIED ARBORIST SHALL BE REQUIRED.
SEE CIVIL DRAWINGS FOR LOCATION OF
TREE PROTECTION FENCING.
TEMPORARY, PARTIAL RELOCATIONS OF
ENCLOSURE WILL BE ALLOWED TO
ACCOMMODATE CONSTRUCTION NECCESSARY
WITHIN DRIPLINE. AS WORK WITHIN DRIPLINE
CONCLUDES, ENCLOSURES SHALL BE
REPLACED 18" BEYOND EXTENT OF DRIPLINE.
TREE PROTECTION FENCE:
8'-0" HT CHAINLINK (2" MESH, 11 GA. FABRIC)
CONSTRUCTION FENCE PANELS SET ON GRADE
SECURED BY MEANS OF CONCRETE BASES. TREE
PROTECTION FENCE SHALL NOT BE SECURED BY
PENETRATING THE EXISTING GRADE.
TREE PROTECTION
County of Albemarle
Conservation Plan Checklist — To be placed on Landscape Plans
(Handbook, pp I11-284-111-297 for complete specifications)
l . The following items shall be shown on the Plan:
0 Trees to be saved;
0 Limits of clearing (outside dripline of trees to be saved);
0 Location and type of protective fencing;
❑ Grade changes requiring tree wells or walls;
❑ Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
0 All tress to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre -Construction Conference:
0 Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
❑ Such devices shall not adversely affect trees to be saved.
6. Fires:
0 Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
S. Protective Fencing:
0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneling:
❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
0 Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBH.ITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER
(DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/06 Page 1 of 1
SI i� \V OUT = 373.
PLANT SLOPE WITH WILD STRAWBERRY
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3 SHRUB PLANTING 4 TREE CONSERVATION CHECKLIST 05- LANDSCAPE PLAN -VEGETATED HILLSIDE C4m 1
O O 1" = 10': 0 10 20
VCPG LED
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Specifications -F Introduction
Diameter: 191, o 0 3.75• The all new VCPG LED (Visually Comfortable Parking
Garage) luminaire is designed to bring glare control,
Height: 3.75" � optical performance and energy savings into one package.
plus with un-Lila 19" The recessed lens design of VCPG LED minimizes high
Weight 18 Ibs angle glare, while its precision molded acrylic lens
(ma),, with eliminates LED pixilation and delivers the required
rw options): minimums, verticals and uniformity. The dedicated
up -light module option reduces the contrast between
4.85• the luminaire and the ceiling creating a more visually
® 62 o comfortable environment.
The VCPG LED delivers up to 87% in energy savings
19" when replacing 175W metal halide luminaires. With over -
100,000 hour life expectancy (12+ years of 24/7 continuous
operation), the VCPG LED luminaire provides significant
A+Capable options Indicated maintenance savings over traditional luminaires.
bythiscolorbackground.
• EXAMPLE: VCPG LED V4 P4 40K 70CRI T5M MVOLT SRM DNAXD
WG LED V4 P1 30K 70CRI T5W MVOLT
r
VCPG LED V4' 4Light I'll 30K 3000K 70CRI TSM TypeV, MVOLT i For ordering with fuse Shipped included
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UPL2 Up-Light700lumens PIRH Motion/ambient senser for l5-30'mourrdng heights aluminum packoflBpG
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36in(3ft) lead length
for 8-15'mounting heights
LDS72
721n(6ft) lead length
NLTAIR2 PIRH
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108in (9ft) lead length
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We Guard
BDS
Bird Shroud
INS
House Side Shield
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Bird Spikes
fL/THON/A
One Lithonia Way Conyers, Georgia 3DO12 • Phone: 800-7G5-SERV (7378) • %ww.lithonie
L/GHT/NG
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FIXTURE
A SPECIFICATION
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APPROVED KGM
SUBMISSION NO. 1
PROJECT 2205003
T H E W 0 R K O F
I NOTES: L I N E + G R A D E
1. MEASUREMENTS SHOWN ARE IN UNITS OF FOOTCANDLES (FC)
2. MAXIMUM = 4.3 FC
12- PHOTOMETRIC PLAN C5m0
1" = 10': 0 10 20