HomeMy WebLinkAboutSDP201800090 Plan - Revision Initial Site Plan 2019-03-04SITE DATA:
TAX MAP PARCEL: 061WO-01-OA-00300
PARCEL AREA: 1.42 ACRES
LIMITS OF DISTURBANCE: 1.35 ACRES
ZONING: C-1 (COMMERCIAL DISTRICT), ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA
OVERLAY DISTRICTS
MAGISTERIAL DISTRICTS: RIO
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY:
FIRST ORDER, LLC
4383 HECKTOWN ROAD
BETHLEHEM, PA 18020
JACK W. SHOEMAKER, L.S.
(610) 365-2907
JSHOEMAKER@FIRSTORDERLLC.NET
MAY 24, 2018
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND
UTILIZING HTTPS://WWW.NGS.NOAA.GOV/OPUS/)
UTILITIES: RSCA SANITARY AND WATER SERVICE.
FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED AT THE EASTERN CORNER OF
THE SITE AND.
WATERSHED: MEADOW CREEK WATERSHED - NOT A WATER SUPPLY WATERSHED.
ZONING SITE REQUIREMENTS:
SETBACKS REQUIRED PROPOSED
FRONT MIN: 10' MAX: NONE* 10'
SIDE/REAR MIN: PER BUILDING CODE MAX: NONE 3'
*PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY
USE
PRESENT: ABANDONED PARKING LOT
PROPOSED: 6,816 SF COMMERCIAL/RETAIL BUILDING
MAXIMUM ALLOWABLE BUILDING HEIGHT: 65'
PROPOSED BUILDING HEIGHT: 21'-0"
PARKING
TOTAL EXISTING PARKING: 70 SPACES, 4 ADA
TOTAL REQUIRED PARKING: 53 SPACES
MIN. (3) ADA SPACES, (1) OF WHICH MUST BE A, VAN SPACE
GROSS FLOOR AREA (GFA) = 6,816 SF AUTOZONE
RETAIL SALES AREA = 80% OF GFA = 5,452.80 SAF
1 SPACE 1100 SF RETAIL AREA (FOR FIRST 5,000 SF)
5,000 SF X 1 SPACE / 100 SF = 50 SPACES
1 SPACE / 200 SF RETAIL AREA (ABOVE 5,000 SF)
452.80 SF X 1 SPACE / 200 SF = 3 SPACES
TOTAL PROPOSED PARKING: 55 SPACES,
3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE
IMPERVIOUS AREA (WITHIN PROJECT LIMITS)
EXISTING IMPERVIOUS AREA: 0.87 ACRES
TOTAL POST DEVELOPED IMPERVIOUS AREA: 1.07 ACRES
VEHICLE TRIP GENERATION
FROM ITE TRIP GENERATION MANUAL 10TH EDITION
USE: AUTOMOBILE PARTS SALES (843)
AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA
6,816 SF GFA X 55.34 TRIPS / 1000 SF = 378 TRIPS/DAY
DIRECTIONAL DISTRIBUTION: 50% ENTERING, 50% EXITING
UTILITY DEMANDS
WATER FLOW (AVERAGE DAILY DEMAND)
AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS):
RETAIL: 250 GPD/1,000 SF = 6,816 SF X 250 GPD/1,000 SF =1,704 GPD
TOTAL GPD = 1,704 GPD
AVERAGE HOUR: 1,704 124 = 71 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 71 X 3 = 213 GALLONS
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 213 X 2 = 426 GALLONS
SEWER FLOW (AVERAGE DAILY FLOW)
RETAIL: 6,816 SF X (250 GPD PER 1,000 SF) = 1,704 GPD
TOTAL: 1,704 GPD
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INITIAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
12/14/2018
SITE
LOCATION
VICINITY MAP
SCALE: 1" = 1000'
OWNER:
UNIVERSITY OF VIRGINIA FOUNDATION
PO BOX 400218
CHARLOTTESVILLE, VA 22904-4218
TELEPHONE; (434) 982-4848
DEVELOPER:
AUTOZONE, INC.
123 SOUTH FRONT ST
MEMPHIS, TN 38103
CONTACT: KEVIN MURPHY
TELEPHONE: (901) 495-7625
EMAIL: KEVIN.MURPHY@AUTOZONE.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE
SUITE 200
CHARLOTTESVILLE, VA 22902
CONTACT: CLINT SHIFFLETT, P.E.
TELEPHONE: (434) 327-1690
EMAIL: CLINT. SHIFFLETT@TIMMONS. COM
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C0.1
SITE PLAN NOTES
CO.2
s
C1.0
SITE LAYOUT
C1.A
SITE DETAILS
C13
SITE DETAILS
C1.1
i
VICINITY MAP
SCALE: 1" = 1000'
OWNER:
UNIVERSITY OF VIRGINIA FOUNDATION
PO BOX 400218
CHARLOTTESVILLE, VA 22904-4218
TELEPHONE; (434) 982-4848
DEVELOPER:
AUTOZONE, INC.
123 SOUTH FRONT ST
MEMPHIS, TN 38103
CONTACT: KEVIN MURPHY
TELEPHONE: (901) 495-7625
EMAIL: KEVIN.MURPHY@AUTOZONE.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE
SUITE 200
CHARLOTTESVILLE, VA 22902
CONTACT: CLINT SHIFFLETT, P.E.
TELEPHONE: (434) 327-1690
EMAIL: CLINT. SHIFFLETT@TIMMONS. COM
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C0.1
SITE PLAN NOTES
CO.2
EXISTING CONDITIONS
C1.0
SITE LAYOUT
C1.A
SITE DETAILS
C13
SITE DETAILS
C1.1
GRADING AND DRAINAGE PLAN
C1.2
UTILITY PLAN
C1.3
CONCEPTUAL STORMWATER MANAGEMENT PLAN
D1.0
DEMOLITION PLAN
L1.0
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES & DETAILS
TOTAL = 12 SHEETS
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT:
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARtLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL DATE
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DRAWN BY
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GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS
REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION
DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY
PRIOR TO BEGINNING CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE
MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL
CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER
ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE
OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH
SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN
ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR
GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL
SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON
ALL UNITS.
10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT
STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED
PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A
LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE
CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN
ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER
IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE
APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN,
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE
FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY
REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND
CABLE TV SERVICE TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND
SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE
RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF .ANY
SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE
REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER, VDOT
STANDARDS AND SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR
DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO
PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT
LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S
REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE
SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE
FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING
ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND
GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (NIA)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN
ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE
VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S
REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES
SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION
CODE, AND ICCIANSI Al 17.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 61, SHALL
HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY
33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA,
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT
THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS Q Q MENTS OF
THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING
OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
- O STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION 6. PAVED, RIP RAP R A Q INION OF
OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE THE COUNTY ENGINEER, E A
DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS
III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF
OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL
ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS
STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
INSPECTOR.
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SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF
LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS
VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR
AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR
WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION
CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES
AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT
UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY
AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR
CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL
SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND
OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION
PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301
OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT
SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT
MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS,
PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND
DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR
CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE
APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN
REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE
PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING
IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO
CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH
AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF
GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES
ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING,
AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
10 LBS ACRE AND CONSIST OF A 10-20-10 U E
00 1 N TRI NT MIX. PERMANENT SEEDING
SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL
FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH
IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH
RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE
REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET
STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE
RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE
AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE
CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER
NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR
OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE
(9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER
PROTECTION ORDINANCE SECTION 17-207B)
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE 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.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF
THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY
THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
6. 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
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT
FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. 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).
ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
FIRE DEPARTMENT
1. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET.
2. A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN
ENTRANCE. LOCATION TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE.
3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13.5'.
4. AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS
SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE.
5. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST
LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST
BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM.
6. WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50' OR FOUR
STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS
OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES.
7. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS
THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE
INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40' IN HEIGHT
ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE
PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS
ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS
CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF
CONSTRUCTION HAVING SECURED DECKING OR FLOORING.
8. SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES.
"NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH
BUILDING DURING CONSTRUCTION.
9. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT
THE END OF EACH WORKDAY.
10, CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING
SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS.
11. 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 BEEN ACCUMULATED,
12. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL
CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN
100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS
SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF
SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS
SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE
AVAILABLE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS
WEIGHING 85,000LBS.
13. A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS)
SHOWING FITTINGS AND THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT
APPLICATION. ONCE INSTALLED, THE FIRE LINE REQUIRES A VISUAL INSPECTION AND A
PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE.
14. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE
SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY
LANDSCAPING, PARKING OR OTHER OBJECTS. LANDSCAPING IN THE AREA OF THESE
ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE FOOT
RADIUS ON MATURITY OF THE LANDSCAPING.
15. NO VEHICLE/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION
DEBRIS IS TO BE PARKED WITHIN 15 FT OF EITHER SIDE OR IN FRONT OF A FIRE
HYDRANT,
GENERAL NOTES
1, ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2, PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND
VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR
PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO
CONSTRUCTION.
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR
OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY
CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS
DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
ACCORDANCE WITH CURRENT.
5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I
AND I LD -94 (D) 121.13.
6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE
IN ACCORDANCE WITH ASTM -C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN
ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
7. IF PRE -CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE
REQUIRED ON ALL UNITS.
8. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED,
9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE
APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING
WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS
AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY
THE ENGINEER.
10.NT
CO RACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES
SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT
ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN
ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY
UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT
1-800-552-7001.
11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS
AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE
COURSE,
12. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL
BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT)
PER VDOT STANDARDS AND SPECIFICATIONS.
13. THE SCHEDULING OF AGGREGATE BASE INSTALLATION
AND SUBSEQUENT PAVING
ACTIVITIES S SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315
OF THE ROAD AND BRIDGE SPECIFICATIONS.
14. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S)
FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL)
PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR
INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF
THE SURFACE COURSE(S).
15. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE
PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR
ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS,
AND ROAD AND BRIDGE STANDARDS.
17. ALL NEWHANDICAP ACCESSIBLE REQUIREMENTS ON-
SITE AND WITHIN ALL NEW
STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2012
VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117,1-03.
18. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES,
SITE PLAN LEGEND
AL I RENNIARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction dotes
11101001,= 1 0 0 f
w
EXISTING
G
PROPERTY LINE
POST/BOLLARD
SIGN
":.'-•,:.
BUMPER BLOCK
COMM DUCT BANK
SATELLITE DISH
ELECTRIC DUCT BANK
TRAFFIC CONTROL BOX
CATCH BASIN
UNKNOWN MANHOLE
..............__.........
..... .... STORM SEWER
SANITARY MANHOLE
STORM SEWER MANHOLE
CATCH BASIN
SANITARY CLEAN OUT
CATCH BASIN WITH DOME GRATE
FIRE HYDRANT
TRENCH DRAIN
_, ...,..._ ......... .::.:,;......._
.............. SANITARY SEWER
METER
SANITARY SEWER MANHOLE
_...:...::: ..........................
WATER LINE
WATER VALVE
WATER MANHOLE
GAS VALVE
WATER VALVE
BOLLARD
WATER LINE MARKER
STREET SIGN
FIRE HYDRANT
GAS METER
MONITORING WELL
LIMITS OF DISTURBANCE
GAS LINE
GUARDRAIL
GAS METER
X
GAS VENT
XXX
GAS MARKER
- -
- COMMUNICATIONS/TELEPHONE LINE
�.
TELEPHONE/COMMUNICATIONS MANHOLE
XO
TELEPHONE PEDESTAL
LU
M c -
P- E
COMMUNICATIONS VAULT
_...,.. _...._,;;:: ; .»._..
»»........... ELECTRIC LINE
ELECTRIC MANHOLE
ELECTRIC PULLBOX
ELECTRIC METER
UTILITY POLE
DECIDUOUS TREE
.......:............::.............>:.............::.........
GUARDRAIL
FENCE
MAJOR CONTOUR
MINOR CONTOUR
SOIL BORING
SURVEY CONTROL MONUMENT
SURVEY CONTROL POINT
AL I RENNIARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction dotes
11101001,= 1 0 0 f
w
WATER
G
GAS
STORM
SAN Om
SANITARY
UGT
COMM DUCT BANK
UGP
ELECTRIC DUCT BANK
®
CATCH BASIN
SDC)E
STORM MANHOLE
SANITARY MANHOLE
O
SANITARY CLEAN OUT
1W-}
FIRE HYDRANT
~
FDC
-CD-
METER
SETBACK - AT/FP STANDOFF
®
WATER VALVE
0
GAS VALVE
O
BOLLARD
-�-
STREET SIGN
❑
GAS METER
LIMITS OF DISTURBANCE
GUARDRAIL
X
FENCE
XXX
MAJOR CONTOUR
XXX
MINOR CONTOUR
�.
SITE LIGHT
XO
PARKING SPACE COUNT
f D A nTnIr
TC =TOP OF CURB
BC = BOTTOM OF CURB
EP = EDGE OF PAVEMENT
EC = EDGE OF CONCRETE
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
. lir or to any construction within any existing public right -of- a jii ludirlg connection to
any existing read; a permit shall be obtai ed .1r rn. the Virginia (" e artr-nirt: of
Trat`a o.rtatior� " OT` . This plan a dra n. may not accurately reflect the req r;ir i r. -Its of
l � � l� ' M 1.
the perniut. Where any discrepanciesoccur the requirenients of the permit shall govern..
1 All rmaterialsarad construction nietho&..,, shall c .,artrn). to ciiiaetrt ,. ecrttcations and
standards of VDOT unless otherwise noted,
.:. h'r��ir~� 9�tltatic ra ��i�tri l measures shall lir.' provided i.n: accordance wrth the approved
erosion control play and shall be nst .11ed prior to any clearing, grading or other
construcition.
All slopes, and Ali tur d a.r as are to be fertilized, seeded and mulched.
a �.
Tlr�. �, ii�rtra��t allo��ahl slope r 2,,l hora;��ntal..�l�:rtr:�:A�1, . Where a�-a.���:�ahl � ara�a l
lesser slopes of 3.1 or better are to he achieved..
, Paved rip -rap or stah%tgat on mat lined. ditch may he required when in the opinion of the
County Eng,' artier, r designee, it is deemed necessary in order to stabilize a drainage
channel.
1.
7. All tra t i control signs shall conform with the.r inia Manual for Uniform Traffic
Control Devices,
8. Unless oitherwiae rioted all concrete pipe, shall be reinforced concrete pile=, - t*..laS lll.
9, All xc a: atiolr for underground pipe nstallatio .must curnply With OSHA Standards car
this ���JI1:�(ruc ion 1ndu�tl � (29 CFR :art 1926),
U) DATE
12/14/2018
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Notes:
1. Install expansion joints in the curb at a maxiimum spacing
of 20' o.c.
2. Landscaping materials, grass, sod, mulch, etc.
shall be flush to I" below top of curb/paving/drainage openings.
— NOTE THI5 DETAIL ONLY TO 5E
USED AS NOTED ON SITE PLAN 4!#
x111
(oil
Pavement
III—III—III=1.`�`,.>`�:: s surface
a''w .
Al
.1I—
DIMENSIION 4 TYPE
Paving Area
A
B
C
D
Drive Aisle
2"
2.5"
8'1
6'1
Parking
211
N/A
511
(O11
see note
°
CHECKED BY
pine framing —_
Trash
Asphalt Topping
(5M -9.5A)
Binder Cc
(5M-25.0>
Type 215
Aggregat
CompactE-
5ubgrade
Compacted-/ ='III"III , I I I, , , I I � 1 '5 top 4 bottom
subgrade I i I—i 1
NO SCALE NO SCALE
1 I CONCRETE VERTICAL CURB 2 1 ASPHALT PAVING SECTION
D IMEN51ON 4 TYPE
Concrete Section
A
B
C
5tandard Dutq
5"
411
see note
Duty
(o11
411
see note
—Heavy
Dum ster/A roach Pad
6"
411
see note
NOTE: Compactecl sulograde should lae
as specified in soils report,
4000 P51 cone.
paving (min.) w/
m wire mesh
n Compacted x a X. b `
Aggregate base Q
(Type 21A stone cover) o �'
— _ n
i CI 1=
Compacted
5ubgrade
NO SCALE
3 1 CONCRETE PAVING SECTION
4'x611
18'-0" CLEAR
811 x 8" x 1/8"
Treated Pine
5'-011 81-011 51-011
Top of wall elevation.
See site or grading
enclosure
plan
Il
N
over treated
s
I" x 6" x 1/2"
to hinge 4 gate
post at 6'-011 O.C.
MAX, spacing
°
°
CHECKED BY
pine framing —_
Trash
Trash
h
O.D. tube.
steel tube
Dum ster
6- CY
Dumpst
(`Ij 6-$ CY
�
a
u,
U
6" ID. Steel
to post.
welded joints
Treated 211x4" cont.
611 I.D. pipe
field
Post
gate post
welded
11.611
NOTE:
A
• ;
�
-
611 nom. I.D. 1
,- "� Finishedrade varies.
s g
AND PIPES RED.
Gates. See
_ See grading plan
with concrete
detail, this
1 1/2" welded
LU
washer
8 1/2"x2"xl/4" Ill SAF to 3/4 bolt
sheet
latch plate with Latch plate w1 314"
rounded edges 4" bolt handle
NO SCALE
8 1 DUMPSTER LAYOUT
Greenstreak Paving Cap Seal
Profile x'610 - See specifications
for additional information.
z . ' 3/411
5awcut joint - fill
with self leveling
elastomeric sealant
NOTE: SEE 51TE PLAN FOR
5PACING REQUIREMENT5
NO SCALE NO SCALE
.4 1 TYPICAL EXPANSION JOINT 5 1 TYPICAL CONTROL JOINT
Concrete slab
1:12 MAX 1:12 MAX
HANDICAPPED
m PAVEMENT
4"1 5YM50l_ (TYP.)
2" (SOLID BLUE)
NO SCALE
r, HANDICAP PARKING DETAIL
5/411 x 6 square ed ed
treated pine boar& with 1/4"
gap. Screw to frame
Latch detail. with galvanized or
See deta i 13 stainless steel screws
!8'-0" CLEAR
S'-111/2" i" --.. 8'-111]1"
NOTE: lw rounded top.
TURN DOWN 12" dia, hole filled with See bollard detail III I
SLAB BETWEEN concrete LTJ
WOOD POSTS.
1'-011
NO SCALE NO SCALE
c3DUMPSTER SECTION WOOD 10 1 GATE DETAIL FOR DUMPSTER ENCLOSURE
a
611 R.
�
154
4"141,
211 of parking
1-1/4" O.D.
hinge 6" Ig.
Il
III
ill
Alemite 1610-5L
811 x 8" x 1/8"
hdraulic �rease —�\
fi ting to e
gqusset plate
SIDE ONLY)
(INO.D.
Top of wall elevation.
See site or grading
accessible for 111 1-1/4I All corners
maintenance ` hinge 6" long I" weld tv 3" O.C.
plan
Il
\ all around
4"x4" treated wood
s
I" x 6" x 1/2"
to hinge 4 gate
post at 6'-011 O.C.
MAX, spacing
W
/
CHECKED BY
3" x 1-1/4' Gate
frame 211 x 211 x 1/6"
s 5/4" x 611 treated
O.D. tube.
steel tube
pine vertical boards
Weld collar
gate frame
to post.
welded joints
Treated 211x4" cont.
611 I.D. pipe
field
horizontal nailers
gate post
welded
11.611
NOTE:
to gate
• ;
PAINT ALL GATE FRAMES
611 nom. I.D. 1
,- "� Finishedrade varies.
s g
AND PIPES RED.
gate post filled
_ See grading plan
with concrete
1:12 MAX 1:12 MAX
HANDICAPPED
m PAVEMENT
4"1 5YM50l_ (TYP.)
2" (SOLID BLUE)
NO SCALE
r, HANDICAP PARKING DETAIL
5/411 x 6 square ed ed
treated pine boar& with 1/4"
gap. Screw to frame
Latch detail. with galvanized or
See deta i 13 stainless steel screws
!8'-0" CLEAR
S'-111/2" i" --.. 8'-111]1"
NOTE: lw rounded top.
TURN DOWN 12" dia, hole filled with See bollard detail III I
SLAB BETWEEN concrete LTJ
WOOD POSTS.
1'-011
NO SCALE NO SCALE
c3DUMPSTER SECTION WOOD 10 1 GATE DETAIL FOR DUMPSTER ENCLOSURE
a
611 R.
�
154
4"141,
211 of parking
1-1/4" O.D.
hinge 6" Ig.
Il
III
ill
III
11
II
J
NO SCALE
�`
Ill
III
41.
INT'L BARRIER FREE SYMBOL
o
A. FONTAINE
1I
II
N'
A. FONTAINE
MOUNT CANE 5OLT AND
CHECKED BY
Cane bolt
GATE LATCH A55EM5LIE5
SCALE
t9
THROUGH FACE 50ARDS"
1 -1/4"
6" MIN.
O.D. tube
collar
,
01 I I I
LL
field
I-1 i
Cane bolt
See detail
welded
11.611
to gate
Drill 118" hole in
GATE LATCH / BOLT DETAILS
NOTE: This drawing Handicap 5ign as required
resents the minimum by Local an State ordinances
represents mounted on face of building.
209 watt LED "D" foundation requirements*- if
series area light more stringent drawing is K401CIAPr32 nstreak
Fixture one per pole. shown in structural then it NOTE: ADDITIONAL 51GNAGE
shall govern. 6, MAY BE REQUIRED (FINES
I*AWM ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/
See site plan for GOVERNING AUTHORITIES X632 ACCOGNINZ radius 6x6-WI.4xW1.4 W.W.F. 15
lld
pole and fixture II 5" s steel ole bronze max. �, ClA
locations and II q p 2" square tube with Paving SLOPE 1/4 per FT.
finish with 4 anchor bolts q d
orientations. II closed top. (TO 5E 41-
Light fixtures I) USED ONLY IF SIGN 15 — ' ...° ;• " Oa a -- -- --- -- -- --- -- -- -- -- -----
and oles are I `i NOT 5UILDING MOUNTABLE) s °_ -
p I - �I ` =`
E
Note: - - II 1 it II
�a 11 11 , 1 I 11 1 II
furinished b I I z ><' :'+= I -0 U/2 11-01/211 5 -0 5 -0 5 -0 51-011 11-0 1/2 1-0 1/2 11-13/511
AutoZone and II Anchor bolts to be .4
installed b II installed perpendicular a t _ Comp. granular fill 1
General y (; to curb on single head N • �II�II— II 11- See specifications Buildin
poles. Rotate 45 �i�ll II=III- 811 foundation V-5 1/4"
Contractor. I I degrees to diamond
II II 11= Note: 05 continuous T. 4 B.
bolt pattern on dual = .� Dimension Height
head poles. W Mounted on face of building.
Q1 60"-12" above sidewalk
11 Mourned on Pole off building.
11 NO SCALE 80" minimum (Clear head room) 3/411 = I'-011 NO SCALE 5EC-6501_
11 Nigh wind anchor bolts12 TYPICAL HANDICAP SIGN 13 TYPICAL RAISED WALK SECTION 14 5OLLARD LAA�OUT FLAN - &E�Lu2
II I"x36"x4" hook Standard
Light pole base 11 anchor bolts a"x.176" hook SIDEWALK 3�4.,y TRUNCATED DOMES III PAVEMENT LANDING AREA
cover insta 11 11 Smooth lactic red LANDING AREA 4' 3/4" # CfM*s, V4'-314" WIDE AND 314" -2 -
over anchor II p r:r?� u -
bolts j 1 sleeve. see spec. LANDW AREA � 40 p LANDINGS AREA O1 CENTER ARRANGED 60 THAT WATER
WILL NOT ACCU111LATE.
II Levelling nut (4 i
Light pole 11 631 Steel Pipe filled 5' I b' I 5' MINIMUM I 6' I 5'
locations)„, w/ cone. r r r r
base plat I I SEE SITE
Rolling overhead steel door PLaN NOTES:
CR055 SECTION
3/4” chamfer (See plan and details) SIDE 1. RAMPS %HALL BE PAINTED THE SAME COLOR AS
Topof
Note: 51DEWA-K RAhP EXPANSION JOINT MATERAIL STRIPING THE AND TEXTURE SHALL BE
Ii: l I ? II: Sealant paving r BIaILDING [ADJACENT TO BUILDING (iYP) SCORED GROOVE%
Rub �If" ' Finish grade or top of I
concrete 1: o
paving, See site plan for Line of
base smooth '' I l 2. THE BOTTOM OF THE RAMP SHALL HAVE A
location block 1— 1� �— 0000000 MAX 1/4" LIP.
° . ° 111-1I1=11 1�1=11� °O°O°O°O
-011 Pipe guard 'II=III III�II °O°O°o°o
1 l Door openinIII IIIm�3. CONST�T PER ADA STANDARDS.
° ° this sheet °MAX °
24 dia. concrete base. Min. �. I 6 4 steel pipe set in ► oo } C)) C) ` 4. IF MAX %LOPE OF RAMP DOES NOT EXCEED 1:20
.... 1,' : reinforcing 4 "5 bars vert. 4 1 I 18"� hole felled with °° o o°o i THENt�COLOR ORTExtI ECONTRASTi%REaUIRED.
concrete °°° °°°°
3 ties eq. space 0000
4
1. '..a O°O°O°O
r 311 granular base
1 6' / I 5' MINIMUM
Electric conduit i,_6" at bottom of hole L
CENTER PIPE GUARDS
ON EDGE OF OPENING LASING OPE SITE PLAN LANDING
No SCALE No SCALE No SCALE Ar�A PLAN AREA
19 20' TYPICAL SINGLE LIGHT POLE 15 PIPE GUARD @ SERVICE DOOR 1(o TYPICAL PIPE GUARD SECTION CONCRETE ACCESSIBLE RAMP
EXPANSION JOINTS 20'-0" oc. MAXIMUM
4 SPACES ,a 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE: SITE PLAN
EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID 5 E LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE 5CORINC-4 FATTESN
(NEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR DUMMY JOINT( TTP.) "
_ 6" X 6 1111.2xUJ1.2 WWF
-� -CRUSHED STONE BEDDING z A '�w <:r ,', A 4' `°~
^`.. DUMMY JOINT
41 1/2" EXPANSION JOINT 1/411
6" DI CLEANOUT -i ' }':`f • !�
�..;.V'�; y.• WIT - SEALANT .:.y.. a.
ILIR=1/6"{ Ayrk11
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT 8" S" ROLLED GRAVEL BASE,
PLUG AT END
OF LINE V DUMMY JOINT
} SEE SITE PLAN FOR CONTINUATION PLAN VIEW
CURB OR GUTTER LINE
SECTION A— A N.T.S.
CLEANOUT DETAIL NO SCALE
No Scale
18 I CONCRETE SIDEWALK
In E
space
J
NO SCALE
1211412018
0
NU
INT'L BARRIER FREE SYMBOL
o
A. FONTAINE
NOTE:
N'
A. FONTAINE
MOUNT CANE 5OLT AND
CHECKED BY
Cane bolt
GATE LATCH A55EM5LIE5
SCALE
guide (2)
THROUGH FACE 50ARDS"
steel tub
Gane bolt 3/4"
INTO STEEL FRAME
LL
V cold rolled
steel rod.
Drill 118" hole in
lop of slab
slab. Size to fit
bolt.
CANE
BOLT
1 1/2" welded
LU
washer
8 1/2"x2"xl/4" Ill SAF to 3/4 bolt
latch plate with Latch plate w1 314"
rounded edges 4" bolt handle
1-1/211 washer
___-)
welded to
__�
° 3/4" bolt
bolt for stop
STRIKE a stop bar
1-112"x6"x11411 bent
Q IW v 3
FRONT plate strike with SIDE
1-3/4" dia, bolt
through frame
DOUBLE GsATE LATCH
NO SCALE
GATE LATCH / BOLT DETAILS
NOTE: This drawing Handicap 5ign as required
resents the minimum by Local an State ordinances
represents mounted on face of building.
209 watt LED "D" foundation requirements*- if
series area light more stringent drawing is K401CIAPr32 nstreak
Fixture one per pole. shown in structural then it NOTE: ADDITIONAL 51GNAGE
shall govern. 6, MAY BE REQUIRED (FINES
I*AWM ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/
See site plan for GOVERNING AUTHORITIES X632 ACCOGNINZ radius 6x6-WI.4xW1.4 W.W.F. 15
lld
pole and fixture II 5" s steel ole bronze max. �, ClA
locations and II q p 2" square tube with Paving SLOPE 1/4 per FT.
finish with 4 anchor bolts q d
orientations. II closed top. (TO 5E 41-
Light fixtures I) USED ONLY IF SIGN 15 — ' ...° ;• " Oa a -- -- --- -- -- --- -- -- -- -- -----
and oles are I `i NOT 5UILDING MOUNTABLE) s °_ -
p I - �I ` =`
E
Note: - - II 1 it II
�a 11 11 , 1 I 11 1 II
furinished b I I z ><' :'+= I -0 U/2 11-01/211 5 -0 5 -0 5 -0 51-011 11-0 1/2 1-0 1/2 11-13/511
AutoZone and II Anchor bolts to be .4
installed b II installed perpendicular a t _ Comp. granular fill 1
General y (; to curb on single head N • �II�II— II 11- See specifications Buildin
poles. Rotate 45 �i�ll II=III- 811 foundation V-5 1/4"
Contractor. I I degrees to diamond
II II 11= Note: 05 continuous T. 4 B.
bolt pattern on dual = .� Dimension Height
head poles. W Mounted on face of building.
Q1 60"-12" above sidewalk
11 Mourned on Pole off building.
11 NO SCALE 80" minimum (Clear head room) 3/411 = I'-011 NO SCALE 5EC-6501_
11 Nigh wind anchor bolts12 TYPICAL HANDICAP SIGN 13 TYPICAL RAISED WALK SECTION 14 5OLLARD LAA�OUT FLAN - &E�Lu2
II I"x36"x4" hook Standard
Light pole base 11 anchor bolts a"x.176" hook SIDEWALK 3�4.,y TRUNCATED DOMES III PAVEMENT LANDING AREA
cover insta 11 11 Smooth lactic red LANDING AREA 4' 3/4" # CfM*s, V4'-314" WIDE AND 314" -2 -
over anchor II p r:r?� u -
bolts j 1 sleeve. see spec. LANDW AREA � 40 p LANDINGS AREA O1 CENTER ARRANGED 60 THAT WATER
WILL NOT ACCU111LATE.
II Levelling nut (4 i
Light pole 11 631 Steel Pipe filled 5' I b' I 5' MINIMUM I 6' I 5'
locations)„, w/ cone. r r r r
base plat I I SEE SITE
Rolling overhead steel door PLaN NOTES:
CR055 SECTION
3/4” chamfer (See plan and details) SIDE 1. RAMPS %HALL BE PAINTED THE SAME COLOR AS
Topof
Note: 51DEWA-K RAhP EXPANSION JOINT MATERAIL STRIPING THE AND TEXTURE SHALL BE
Ii: l I ? II: Sealant paving r BIaILDING [ADJACENT TO BUILDING (iYP) SCORED GROOVE%
Rub �If" ' Finish grade or top of I
concrete 1: o
paving, See site plan for Line of
base smooth '' I l 2. THE BOTTOM OF THE RAMP SHALL HAVE A
location block 1— 1� �— 0000000 MAX 1/4" LIP.
° . ° 111-1I1=11 1�1=11� °O°O°O°O
-011 Pipe guard 'II=III III�II °O°O°o°o
1 l Door openinIII IIIm�3. CONST�T PER ADA STANDARDS.
° ° this sheet °MAX °
24 dia. concrete base. Min. �. I 6 4 steel pipe set in ► oo } C)) C) ` 4. IF MAX %LOPE OF RAMP DOES NOT EXCEED 1:20
.... 1,' : reinforcing 4 "5 bars vert. 4 1 I 18"� hole felled with °° o o°o i THENt�COLOR ORTExtI ECONTRASTi%REaUIRED.
concrete °°° °°°°
3 ties eq. space 0000
4
1. '..a O°O°O°O
r 311 granular base
1 6' / I 5' MINIMUM
Electric conduit i,_6" at bottom of hole L
CENTER PIPE GUARDS
ON EDGE OF OPENING LASING OPE SITE PLAN LANDING
No SCALE No SCALE No SCALE Ar�A PLAN AREA
19 20' TYPICAL SINGLE LIGHT POLE 15 PIPE GUARD @ SERVICE DOOR 1(o TYPICAL PIPE GUARD SECTION CONCRETE ACCESSIBLE RAMP
EXPANSION JOINTS 20'-0" oc. MAXIMUM
4 SPACES ,a 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE: SITE PLAN
EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID 5 E LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE 5CORINC-4 FATTESN
(NEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR DUMMY JOINT( TTP.) "
_ 6" X 6 1111.2xUJ1.2 WWF
-� -CRUSHED STONE BEDDING z A '�w <:r ,', A 4' `°~
^`.. DUMMY JOINT
41 1/2" EXPANSION JOINT 1/411
6" DI CLEANOUT -i ' }':`f • !�
�..;.V'�; y.• WIT - SEALANT .:.y.. a.
ILIR=1/6"{ Ayrk11
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT 8" S" ROLLED GRAVEL BASE,
PLUG AT END
OF LINE V DUMMY JOINT
} SEE SITE PLAN FOR CONTINUATION PLAN VIEW
CURB OR GUTTER LINE
SECTION A— A N.T.S.
CLEANOUT DETAIL NO SCALE
No Scale
18 I CONCRETE SIDEWALK
In E
DATE
J
1211412018
0
NU
o
A. FONTAINE
DESIGNED BY
N'
A. FONTAINE
CHECKED BY
C. SHIFFLETT
SCALE
1 "=30'
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DATE
1211412018
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DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. SHIFFLETT
SCALE
1 "=30'
N
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42
INN -4
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ad
TRANSITION BETWEEN d
PIPE DIAMETERS WHEN
DFFERENT SIZES OF
PIPES ARE ENCOUNTERED. s
NOTES:
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED
ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF
STRUCTURE.
MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
SHAPE TO ELEVATION
OF MID -POINT OF
LARGEST PIPE. 7I
1
SHAPE TO
CONTOUR 1 J
OF PIPE
(
I
i
< 4
SLOPE TO DRAIN TO INVERT
\ OF OUTLET PIPE
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
SLOPE TO DRAIN
TO INVERT OF
OUTLET PIPE
THE INVERT SHAPING AS DETAILED H t/
EREON IS TO CONSIST OF A
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, c
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, as "
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE a d
PURPOSES ONLY, EACH MANHOLE OR DROP INLET IS TO BE SHAPED
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES. SECTION B -B
PLAN
METHOD OF TREATMENT IN MANHOLES
v�rr
STANDARD METHOD OF SHAPING SPECIFICATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE MANHOLE &INLET INVERTS
302
706.08 VIRGINIA DEPARTMENT OF TRANSPORTATION REFERENCE
PB -1
NO PROJECTION OF PIPE ABOVE GROUND LiNE
MINIMUM RAMP LENGTH
FEET
4" CURB 6" CURB
TOP OF FILL -
TOP OF FILL
TOP OT FILL
-------- -------- -----
-- -r GROUND I INE _ ---- -----
------
1-71
2
t Fx
------ -
----�-- r GROUND LINE _ --_----
--- ---- _
I
= III
!-
EARTH
I�,-
•c -J I, '- rrr( r (-IROCK OR
- UNYIELDING
I
III --i ,EARTH
t rr'r A / rr, I-
`�:C
72 z
.1 MAX m <
SOIL
S
i I
o I
MiDJ.
BEDDING
MATERIAL
12:1 MAX -
N
MIN. t/10 D- �:
X D X BEDDING
MATERIAL
p
1!10 D i �..
X 1 0 X -BEDDING
MATERIAL
MIN. 1/10 D -1
1 -
_ -
--- ,C s --D-----
/
Y'3Y �I�:
/z" PER V OF H
THE REQUIRED LENGTH OF A PARALLEL RAMP
TYPICAL PLACEMENT
MIN, 8", MAX. 24"
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MLN. L5 x D MIN- L5 x D
MIN. 1.5 x DMIN. 1.5 D
---- TOP OF FILL
-- -- --- --
MIN. 1.5 :< ID MIN. 7.5 x D -
_-__--
TOP OF FILL
TOP OF FILL
-
,ter
1
--
.:..... rrr- rr`%r, lr�
r
FOR DETAILS
rr :
2 v --- -rr
-- -
--- ��;•� GROUND
+ lj riri
NE
'-
_
+= -GROUND
- ;:, �'�- d Cr :
-- LINE
-----
-
-
+ _ - rrrrr; ;� d _ 1; rr ter, err GROUND
2.2
0.970
LINE-
III- . -:-III ISI H DEARTH
_- ROCK OR
MIN. 1/10 G - - UNYIELDING
III III- III-=, I�c
.' ' •, IiI:
( _--
MIN. 11 iC D X U Xi BEDDING
- MATERIAL
PER _ SOIL
1" OF H X_ D X
MIN. I/10 D .p .__BEDDING �__ EARTH
WITH BUFFER STRIP
MIN. 8", BE DD?NG
MAx. 24" MATERIAL
MATEii!A�-
FOUNDATION! SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT
SECTION 302 OF THE ROAD AND BRIDGE NOTES:
SPECIFICATIONS.
FOR GENERAL NOTES ON PIPE BEGGING,
CLASS I B.ACKFiLL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE AL NO RTS
WITH SECTION 302 OF THE ROAD AND BRIDGE ANDI STORM SEWERS GENERAL :DOTES
SPECIFICATIONS. I ONSHEET 1L 0 D .
OYS.
REGULAR BACKFLL MATERIAL. W ACCORDANCE
• -
FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE
SECTION SPECIFICATIONS. SIZE: FOR
W ACCORDANCE WITH 302 OF THE ROAD REQUIREMENTS CRUSHER RUN
AND BRIDGE SPECIFICATIONS. AGGiREGATE SIZE 25 AND 26 MAY BE
USEID IN PLACE OF CLASS I BACKFILL.
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL
IN ACCORDANCE WITH SECTION .302 OF THE ROAD
AND BRIDGE SPECIFICATIONS.
1voclr
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
SPECIFICATION REFERENCE
ROAD AND BRIDGE STANDARDS
('
CIRC. PIPE BEDDING AND BACKFILL METHOD "All
302
PLAN VIEW
L N
SHEET 1 OF 4 REVISION GATE
107.01 07/12
VIRGINIA DEPARTMENT OF TRANSPORTATION
303
ST -t
#4, GRADE 160, REINFORCING ROD ENCASED IN
NO. 6 GALVANIZED STEEL STEP MATERIALSION APPROVEDTBYT THE ENGINEERTHER
(DIMENSION MAY VARY WITH MANUFACTURER'S
DESIGN)
kxlz CORROSION RESISTANT
MATERIAL
# 4 REINFORCING ROD
TYPICAL SECTION
sTFa /N �i
�XOTh
/4' 14"
Da v %s" R
TYPICAL SECTION
A
(DIMENSIONS MAY VARY WITH
MANUFACTURER'S DESIGN)
MINIMUM OF 3" EMBEDMENT
ALUMINUM STEP
STANDARD STEP
VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
STEPS WILL BE REQUIRED IN AUL STRUCTURES WITH A DEPTH OF
4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS.
ALL STEPS SHALL PROTRUDE 41/!2" FROM INSIDE FACE OF
STRUCTURE WALL.
MAXIMUM STEP SPACING TO BE 16" C -C.
STEPS SHALIF WITHSTAND A MINIIMUM FORCE OF 300 POUNDS WHEN
EXTENDED 4/2' FROM THE FACE: OF THE SUPPORT.
STEPS ARE TO BE VERTICALLY ALIGNED AND UNiFORMALY SPACED
FOR THE ENTIRE DEPTH OF ANY` STRUCTURE.
IN PRECAST UNITS STEPS MAY IBE CAST IN PLACE, MORTARED
INTO HOLES PROVIDED BY THE FABRICATOR OR DRIVEN.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS
FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET
THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE
CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND
CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS
RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE
OF SUCH STEPS.
ALL STEPS INSTALLED SHALL BE: PROVIDED WITH SLIP -RESISTANT
SURFACES SUCH AS BUT NOT UNITED TO, CORRUGATED KNURLED,
OR DIMPLED SURFACES.
ALUMINUM STEPS SHALL BE FABIRICATED IN ACCORDANCE WITH
ASTM B221, ALLOY 6005-T5.
THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE
UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS
FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL
SPECIFICATION TC -C -00498A.
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 1
106.09
CG -12 NODE; COMPONENTS OF CURB RAMPS CONSIST OF THE. FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CC -2 OR CG -3 IN LINEAR FEET)
GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
t. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
2. DETECTABLE WARNPNC SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE PJARNING SUf ACES. PRODUCTS NOT LISTED SHALL MEET LEIJAL K- ,DAMP 72=1 MAX
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE �481 MAX
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPFCIAL DESIGN SECTION FOR APPROVAL.
3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' -
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRE.D BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS `'0
"THAI" ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENI" OF - - _____10:1 MAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A
5, REQUIRED BARS ARE TO BE NO.5 X 8" PLACED I- GENTER TO CENTER ALONG PERPENDICULAR
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 111/2".
6.
CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS /Y ✓�i�i�i�/ /✓ �. �/i i> ./' '
ARE INCLUDED !N PAYMENT FOR CURB / CURB AND GUTTER. 5, MIN
,l�- ���/l/ �i��� �/ Wil,/✓ Li/ii1
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED;/�/`
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERECTtONS WHEREVER
AN ACCESSIBLE ROUTE WITHINTHE RIGHT OF 'NAY OF A HIGHWAY FACILITY
CROSSES A CURB REGPRDI-ESS OF WHETHER SIDEWALK 13 EXISTING, PROPOSED, '
0R NONEXISTENT. TH
Y MUST BE LO
CATED WITHIN PEUESFRIAN CROSSWALKS
AS SHOWN ON PLANS 0R AS DIRECTED BY THE ENGINEER, JD SHOULD NOT
TYPE B
E
i HT POLES FIRE
ATS HIND VEHICLE STOP LINES, EXISTING LG
BE LOCATED BE
PARALLEL
C A CONTINUOUS
HYDRA':T R P tN TS ETC. ACCESSIBLE ROUTES PROVIDE C
S D G LE
UN '
OBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL / y11 -11.'N, ,.n 'y `
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED,ENTERED �T�yYl
AND USED BY PEDESTRIANS. \ \ \.`; ✓ /�✓.,` �r ,: �,L,� ��"
S. Y
RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT�,�--
E CUR OPENING IS PLACED WITHIN THE LIK4ITS OF THE CROSSWALK AND 12:114 AX
THAT THE SLOPE AT THE CONNECTION OF THE CUR OPENING IS ---a-
PERPENDICULAR TO THE CUR.
-I 11=L -L -L=1 l-11:-11
_LLT-
! 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII C.4NtJOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK Mtfd II_T._Lifif_!IiIIF_;I LII=T.u':- '•,%as°;g"s1,.::"
TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY 4 T11=:SHIP' - AT * 2" HIGHER THAN
TRUCK TRAFFIC) FOR CONCRETE DEPTH. -� EDGE OFPAVEMENT
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT.SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE
PATH
It'W'HEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C
A 4'z 4'LA.NDING AREA. SHALL BE PROVIDED TO MANEUVER .A WHEELCHAIR PARALLEL & PERPENDICULAR
WTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �nI
12. .ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION Of 16.._2 4" C -C
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE - ---
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD - �o--Eli `b O O O O O O �I
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH >� /,/)71)
THE: BACK OF CURB. rD G G O U O 0 0 0 0 0 CJ O
C, 0 0 0 0 0 0 0 G G 0 0 0 0 0
LANDING RAMP __ _ 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o
f
0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
V
N
"tk°N•" j" �'J O U D O G O O G 0 0 U 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5_0/ 65Z OF BASE DIAMETER
0 0 0 0 0 O i
TCP DIAMETER O O O D U U U U O
DETECTABLE WARNIN\._ `- o. .____- �
AT BACK OF CURB i (i.9"-14" VARIABLE FULL WIDTH OF RAJv!P fL00_P,---
SEE NOTE 12. '-� _ r BAST DIAMETER ^Y-----
PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
ZV(�ar CG -12 DETECTABLE WARNING SURFACE SPECIFICATION
REF F_REDJCE.
ROAD AND BRIDGE STANDARDS
sh1EEr 1 OF s REv!s!oN DATE (GENERAL NOTES) 105
07115 VIRGINIA DEPARTMENT OF TRANSPORTA TION 502
203.05
''
ROADWAY GRADE
.
IN PERCENTIN
MINIMUM RAMP LENGTH
FEET
4" CURB 6" CURB
0
r2, CROSSWALK
NItN
#5 DOWELS, 8" LONG �� PERMISSIBLE
2
t Fx
AT 12" C -C CONSTRUCTION
5'
6 9
12:1 MAX._ --
(n7 Tn1
II II
5
10 IS
0
�- I"' SUUtaRE L.'�:JD1�^1G AREA
OUTSIDE NOF TRAVELWAY
`�:C
72 z
.1 MAX m <
CROSSWALK
CURB p
/
NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
1
12:1 MAX -
N
WITHINPERPETHE
WITHIN THE MARKED
SEE SHEET 10F 5.
f
_t FF R TRIP
W iTH BU E S
/
Y'3Y �I�:
CROSSWALK AREA.
THE REQUIRED LENGTH OF A PARALLEL RAMP
TYPICAL PLACEMENT
1 2.223
8
RAMP �tRAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THEAT
INTERSECTION
' �Y '"'+'T` -�� 2 5' MIN
i -EE TABLE)
TABS'RUPlCATED
SLOPE.
J ' (-
A
0.785
12`1
DOMES
SEE SHEET I OF 5
FOR DETAILS
-MAX z,. %tJl 4 MN
3.455
12
2.2
0.970
5,-0" MIN
13
2.5
SHAPE TO MATCH FACE
4,179
OF ROADWAY CURB
2.8
WITH BUFFER STRIP
BACK OF CURB-
48 1 MAX
3.1
v
20.1 48 !MAX,
:
16
5. MIN
-'mss":S L%"
1 0.970
1 5.265
77
121 MAX :m.
1.173
2' MIN.
INCREMENT
0.45
NOTE; WIDTH "B" 2'-0" OR AS Ick MAINLINE ROADWAY
SECTION A- Q
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON T'fPiCAt SECTION, A
z
PLAN VIEW
L N
ENTRANCE NOTES
HE5. W:FN THE ENTRANCE RADII ACCOMMODATF
_CANNOT T
j
--
`- WITHOUT BUFFER STRIP
MAINLINE ROADWAY SLOPE )
PERMISSIBLE
iC' PARABOLIC CURVE (ENTRANCE OPJL'f)
r
EDGE OF PAVe:ME.NT OR
CONSTRUCTION
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A. FLOW
~
- , D
- '-' (SEE
r A
PROVIDE POSITIVE DRAINAGE CROSS
UNE IS REQUIRED TO OV DE OS
_
MAINLINE ROADWAY - - - - -- - - - - NOTE 7)
JOINT
Ce I- CU Lf]
�+
AX D
8% MAX. ---. _
DESIRABLE - ANC) MAXIMUM ENTRANCE GRADE CHANCES
7. 1"HE DE_I BLE
GRADE CHANGE i -- - -
D
• ,
R
0
O
U
1
~
0
!n
:n
O
�
INTERSECTION NOTES
o.
SECTION B
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
LL
OF THE VDOT ROAD DESIGN MA.NUA; , INCLUDING STOPPING
SECTION A _ A
SIGHT DISTANCE AND K VALUE REQUIREMENTS.
L
CURB��
0
''
ROADWAY GRADE
.
IN PERCENTIN
MINIMUM RAMP LENGTH
FEET
4" CURB 6" CURB
0
r2, CROSSWALK
BRICK
7
2
5 8
MO
6 9
4
(n7 Tn1
II II
5
10 IS
0
�- I"' SUUtaRE L.'�:JD1�^1G AREA
OUTSIDE NOF TRAVELWAY
0.50.78
CROSSWALK
CURB p
/
SHf.LL BE PROVIDED FOR
AR rRc SswnLK
NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
0.785
r�
WITHINPERPETHE
WITHIN THE MARKED
SEE SHEET 10F 5.
0.785
/
Y'3Y �I�:
CROSSWALK AREA.
THE REQUIRED LENGTH OF A PARALLEL RAMP
TYPICAL PLACEMENT
1 2.223
8
- CURB
4'BUFFER STRIP
IS LIMITED TO 15 FEET, REGARDLESS OF THEAT
INTERSECTION
9
1.4
5'SII)ENALK
SLOPE.
10
1.6
0.785
3.009
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
.
IN PERCENTIN
MINIMUM RAMP LENGTH
FEET
4" CURB 6" CURB
0
4 6
BRICK
7
2
5 8
3
6 9
4
8 12
5
10 IS
6
14 15
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
203.07 07116
WITHIN CROSSWALK
LANDING 48; MAX, DIAGONAL PLACEMENT
SLOPE
LANDING 437 MAX. SLOPING 481 MAX,
y, SL
OPE l SLOE
CURB
MIN CURB
o 11-11-110 CROSSWALKoxJ
N
2.
C' 7
R .' K �
. OSS WAL
a
G ORn S - (_ I I 11 Lcuar9
CONCRETE CURB
WITH BUFFER STRIP
WITHOUT BUFFER STRIP
CG -12 DETECTABLE WARNING SURFACE SPEGIFIGATIQPJ
REFERENCE
TYPE B (PARALLEL) APPLICATION 05
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MH -1 NOTE:
FRAME & COVER THE TOP OF MASONRY IS BE LEFT
L SUFFICIENTLY LOW TO PERMIT
T PROPER
! ADJUSTMENT OF COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR
BRICK AS DIRECTED BY THE ENGINEER.
m
zAmm im
X11// ���
��w
le �
7J/l/sllrltwmm
lll�.
vwzlfmmmm
3A m mmr.
i���i��
■i0w6i
wwm
'ii lemom -mmmm
�a
vyzA0w.m=m==
•
i i'
HALF PLAN VIEW
B
ANEER.
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
NOTES:
45'
1. QUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
MANHOLE FOR 12" - 4811 PiPE CULVERTS
VIRGINIA DEPARTMENT OF TRANSPORTATION
OBTAIN TRUE QUANTITIES.
H
2. A BASE THICKNESS OF 9" WAS USED IN
COMPUTING CONCRETE QUANTITIES.
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4. MATERIALS MAY BE BRICK, CONCRETE OR
APPROVEDCONCRETE MANHOLE BLOCK.
5. IF BLOCKS ARE USED THE MINIMUM
THICKNESS OF SAME IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS -1.
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
TABLE OF
QUANTITIES
NOTE: WHEN A PEDESTRIAN ACCESS ROUTE
DEPTH
BRICK
MANHOLE
CONCRETE
MANHOLE
THE CROSS SLOPE SHALL BE 2Z FOR
BRICK
CONCRETE
CONCRETE
FEET
THOUS94DS
CU. YARDS
CU. YARDS
4
0.50.78
5
1.437
5
0.7
0.785
1.699
6
0.9
0.785
1.961
7
1.0
0.785
1 2.223
8
1.2
0.785
2.485
9
1.4
0.785
2.747
10
1.6
0.785
3.009
11
1.9
0,970
3.455
12
2.2
0.970
3.817
13
2.5
0.970
4,179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
1 0.970
1 5.265
77
A.0
1.173
6.032
INCREMENT
0.45
NOTE; WIDTH "B" 2'-0" OR AS Ick MAINLINE ROADWAY
0.582
MANHOLE FOR 12" - 4811 PiPE CULVERTS
VIRGINIA DEPARTMENT OF TRANSPORTATION
OBTAIN TRUE QUANTITIES.
H
2. A BASE THICKNESS OF 9" WAS USED IN
COMPUTING CONCRETE QUANTITIES.
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4. MATERIALS MAY BE BRICK, CONCRETE OR
APPROVEDCONCRETE MANHOLE BLOCK.
5. IF BLOCKS ARE USED THE MINIMUM
THICKNESS OF SAME IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6. ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS -1.
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
CLASS A3 !% - • n. ;` -�
(H. E. S.)
CONCRETE
SECTION C -C
ENTRANCE VOLUME
GRADE CHANGE
,.D=
DESIRABLE MAXIMUM
CG -11
NOTE: WHEN A PEDESTRIAN ACCESS ROUTE
3 %
MEDIUM 500-1500 VPD
CROSSES A COMERCIAL ENTRANCE
6
THE CROSS SLOPE SHALL BE 2Z FOR
5 6 %
' Y A WIDTH OF 5 FEET.
APPROXMATE ONLY
2 A
GENERAL NOTES
--STREET AP. ROACIT SAME SURFACING
I
L 21{p" x 21/2' x NG
10'-4" LONG
(RADIUS TO BE AS CI G AS MAINLINE ROADWAY (SEE NOTE 3)
INLET (H) RE BE SHOWN 0'
DEPTH FOR
PLANS. FOR DEPTH GREATER THAN 1O USE
SHOWN ON PLANS)
in
DESIGNED BY
1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3
COLLAR
WITH STANDARD IS -t. THE COST OF
I (RADIUS TO BE AS
OR CG -7, THE CURB FACE ON THIS STANDARD 15 TO
CHECKED BY
STANDARD DI -1A
5=
SHOWN ON PLANS)
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
SCALE
CG -2 OR CG -6
CONFIGURATION.
` (SEE NOTE 1) >- - -- ---
2. SEE STANDARD CC -12 FOR CURB RAMP DESIGN TO BE
LU
SIDEWALK
USED WITH THIS STANDARD.
SI(SEE ( "
I (SEE :,� - - - -
NOTE 5) OPTIONAL UNPAVED SPACE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
a
w FLOW LINE
R/ W LINE (EXCEPT ANY SUBGRADE STABILIZATION
-
- - -- --f, -1------- -
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
EXPANSION 9
0
EXPANSION
OMITTED IN THE ENTRANCE.)
JOINT
A I -
JOINT
4. RADIAL CURB OR COMBINATION CURB AND GUTTER,
iJ.
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
NOTE; WIDTH "B" 2'-0" OR AS Ick MAINLINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON T'fPiCAt SECTION, A
z
PLAN VIEW
L N
ENTRANCE NOTES
HE5. W:FN THE ENTRANCE RADII ACCOMMODATF
_CANNOT T
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE )
TRAFFIC, THE DEPTH FOR SOEINAL'K & CURB RAMPS
WITHIN THE LIMITS OF THE RADIISHOULD BE
iC' PARABOLIC CURVE (ENTRANCE OPJL'f)
INCREASED TO 7". (SEE CG -13)
EDGE OF PAVe:ME.NT OR
8% MAX. _-_---- D
GRADE CHANGE -- -- -
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A. FLOW
OPTIO^JAL FLOW LINE
- , D
- '-' (SEE
r A
PROVIDE POSITIVE DRAINAGE CROSS
UNE IS REQUIRED TO OV DE OS
_
MAINLINE ROADWAY - - - - -- - - - - NOTE 7)
THE ENTRANCE.
Ce I- CU Lf]
�+
AX D
8% MAX. ---. _
DESIRABLE - ANC) MAXIMUM ENTRANCE GRADE CHANCES
7. 1"HE DE_I BLE
GRADE CHANGE i -- - -
D
"D" .ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
"TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
®CL
o Go
CONNECTIONS.
~
0
20' MINitd_UM FOR
COMMERCIAL ENTRANCE
INTERSECTION NOTES
S. WHEN CG -HIS USED FOR STREET CONNECTIONS, THE
CONSTRUCT GRADE CHANGES VVI1"H A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
LL
OF THE VDOT ROAD DESIGN MA.NUA; , INCLUDING STOPPING
SECTION A _ A
SIGHT DISTANCE AND K VALUE REQUIREMENTS.
9. OPTIONAL FLOWUNE MAY REQUIRE WARPING OF A
0
4"
RAINAGE
PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE--
C:)
w dLn
ACROSS THE INTERSECTION.
ACROSS
B
ALLOWABLE ENTRANCE GRADE CHANGES
CLASS A3 !% - • n. ;` -�
(H. E. S.)
CONCRETE
SECTION C -C
ENTRANCE VOLUME
GRADE CHANGE
,.D=
DESIRABLE MAXIMUM
HIGH N40RE THAN 7500 VPD
0-
- 1
3 %
MEDIUM 500-1500 VPD
<_ 3 %
6
LOW LESS THAN 500 VPD
5 6 %
3 LBS 1
NOTE: ALLOWABLE ENTRANCE GRACE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION XVDOT
REFERENCE METHOD OF TREATMENT
ROAD AND BRUGE STANDARDS
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1
50207/15
VIRGINIA DEPARTMENT OFTRANSPORTATION 20.3.04
2" R
CG -6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
F T IN PLACE
BE CLASS A3 I CAS
2. CONCRETE 70 ,
40 IF
PRECAST.
00 PSI
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER,THE BOTTOM OF THE CURB & GUTTER
SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG -6
IS BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
THE ROAD DESIGN MANUAL IN THE SECTION
ON GS URBAN STANDARDS,
• P 1..;1, P
p D D
-A A
Q � D
• - D D P
P P D P P P D
P D D D D p
, P D
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
SPECIFICATION NV(-ij I
REFERENCE COMBINATION 6" CURB AND GUTTER
ROAD AND BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF t
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03
DI -1
%z SECTION CAST IRON -►�-
%2 SECTION STEEL
STANDARDS AND SPECIFIED ON THE PLANS
NOTES
WILL BE MEASURED FROM THE INVERT OF
66 ±
2'-7"
43.6 LBS
ARE
UCTURE. PLAN HFORMESTIMATINGG
3 LBS 1
APPROXMATE ONLY
LUGS TO BE
CAST WITH
PURPOSES AND THE ACTUAL DIMENSIONS
1�=gJ �,
L 21{p" x 21/2' x NG
10'-4" LONG
1.
INLET (H) RE BE SHOWN 0'
DEPTH FOR
PLANS. FOR DEPTH GREATER THAN 1O USE
.�
m
DESIGNED BY
INVERT IS TO BE SHAPED IN ACCORDANCE
COLLAR
WITH STANDARD IS -t. THE COST OF
FURNISHING AND PLACING ALL MATERIALS
CHECKED BY
STANDARD DI -1A
A - A B
µ N
N
OPTIONAL
BRACE RIBS
6
4'-2" 112' x 1V' x 4' I %2' x 4" STRUCTURE.
PLAN LUGS 12" 9�z' CSIUD SHEAR ONNECTORS 4• IN THE EVENT THE INVERT OF THE
THE
(GRATE REMOVED) BOTTOMS OF THE STRUCTURPIPE IS HIGHER E THE INVERT
SEE DETAIL A -B>-� • -� OF THE STRUCTURE SHALL BE SHAPED
WITH CEMENT MORTAR TO PREVENT
SECTION B -B STANDING OR PONDING OF WATER IN THE
N L!, STRUCTURE. THE COST OF FURNISHING
/" AND PLACING ALL MATERIALS INCIDENTAL
COLLAR DETAIL MIN RAISED
UTTERING TO INLET SHAPING IS TO BE INCLUDED
IN THE 810 PRICE FOR THE STRUCTURE.
TO
DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE GREBE
FOR DETAILS SEE
BE PROVIDED WHEN H IS
G
CAST IRON ONLY STANDARDST1
DETAIN•' B 6. THIS ITEM MAY BE PRECAST OR CAST -
IN -PLACE.
DETAIL A2'-6" 7. #4 X 8" SMOOTH DOWELS AT
4'-2" HARDWARE P_3+. SEE DETAIL B APPROXIMATELY 12" C -C TO BE
2'-7" CLOTH PLACED IN ALL AREAS ADJACENT
/,r#8
4" DEPTH AGGR. i TO ABUTTING CONCRETE TO PREVENT
#68, #78 ORniySETTLEMENT. 1N LIEU OF DOWELS
w w ww 4.p, x 6" WIDTH \ A 2"X4" NOTCH MAY BE PROVIDED,
(L 0. a (L _ !j SEE STANDARD T -DI -3, 4 FOR
6. a 'a a G\n P P 3" DIAMETER � � � � ll � � � � � � � � � ALTERNATE DESIGN.
p,
_ _ _ - GGLLAR
• D WEEP N� W
.r EE L
- HOLE WITH 72"X12"
` N
B. 3" DIAMETER WEEP H L
SEE NOTE 8 ro 1 „
7 MESH
PLASTIC HARDWARE CLOTH x
z z
Z =
LAS ,
12" N WI GALVANIZED STEEL WIRE, MINIMUM
12"-15"-18" OR 24" n WIRE DIAMETER 0.03", NUMBER 4 MESH
Tu b 53 in Q , _ i I HARDWARE CLOTH ANCHORED FIRMLY
CV N iV F., P till LLII Lth TO THE OUTSIDE OF THE STRUCTURE.
9. CAST IN PLACE CONCRETE IS TO BE
T
a p
' P
n
t�
CLASS A3 (3000 PSI). PRECAST
• D CONCRETE IS TO BE 4000 PSI.
11/2 ' � 1 Lr 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE
SECTION A -A t" MEETING THE APPROVAL OF THE ENGINEER
CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B 77 4' MAY BE SUBSTITUTED FOR THE CAST IRON
IN
LUGS AS SHOWN HEREON.
12" CONCRETE PIPE - 1.440 CU, YD. CONCRETE CAST I APPROXIMATE WEIGHT
18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE 11/4 Fes' -+� �4 GRATE 63 IRO B LBS 11 LETTERING IS WASTE
ON ALL WATERWAY
24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE 1'�' `i GRATES. LOCATION OF LETTERING MAY
SECTION C -C SECTION D -D VARY BY MANUFACTURER.
ADD
ADDITIONAL FOOTDOFED£PTH. GRATE DETAIL
tvDr STANDARD DROP INLET SPECIFICATION
REFERENCE R
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE 12" - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233
104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
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 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
1 4
PER FOOT
)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. f
II ►� �
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
'L
SEWER SERVICE LATERAL. CONNECTION
N.T.S,
FIG. S-2
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
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH) IN ORDER THAT THE BOTTOM
OF CURB WILL
COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5 CG -2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG -6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
�2" RADIUS
a'
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SPECIFICATION SP VDOT
REFERENCE STANDARD 611 CURB
ROAD AND BRIDGE STANDARDS
105 REVISIONDATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.01
EXiST GRADE METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3 CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
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CLEANOUT DETAIL
No Scale
Ln I=
2. THE "H" DIMENSION SHOWN ON THE
CAST I GALV.
STANDARDS AND SPECIFIED ON THE PLANS
IRON STEEL
WILL BE MEASURED FROM THE INVERT OF
66 ±
THE OUTFALL PIPE TO THE TOP OF THE
43.6 LBS
ARE
UCTURE. PLAN HFORMESTIMATINGG
3 LBS 1
APPROXMATE ONLY
INCLUDING INCLUDING
LUGS ICONNECTORS
PURPOSES AND THE ACTUAL DIMENSIONS
4'-2" 112' x 1V' x 4' I %2' x 4" STRUCTURE.
PLAN LUGS 12" 9�z' CSIUD SHEAR ONNECTORS 4• IN THE EVENT THE INVERT OF THE
THE
(GRATE REMOVED) BOTTOMS OF THE STRUCTURPIPE IS HIGHER E THE INVERT
SEE DETAIL A -B>-� • -� OF THE STRUCTURE SHALL BE SHAPED
WITH CEMENT MORTAR TO PREVENT
SECTION B -B STANDING OR PONDING OF WATER IN THE
N L!, STRUCTURE. THE COST OF FURNISHING
/" AND PLACING ALL MATERIALS INCIDENTAL
COLLAR DETAIL MIN RAISED
UTTERING TO INLET SHAPING IS TO BE INCLUDED
IN THE 810 PRICE FOR THE STRUCTURE.
TO
DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE GREBE
FOR DETAILS SEE
BE PROVIDED WHEN H IS
G
CAST IRON ONLY STANDARDST1
DETAIN•' B 6. THIS ITEM MAY BE PRECAST OR CAST -
IN -PLACE.
DETAIL A2'-6" 7. #4 X 8" SMOOTH DOWELS AT
4'-2" HARDWARE P_3+. SEE DETAIL B APPROXIMATELY 12" C -C TO BE
2'-7" CLOTH PLACED IN ALL AREAS ADJACENT
/,r#8
4" DEPTH AGGR. i TO ABUTTING CONCRETE TO PREVENT
#68, #78 ORniySETTLEMENT. 1N LIEU OF DOWELS
w w ww 4.p, x 6" WIDTH \ A 2"X4" NOTCH MAY BE PROVIDED,
(L 0. a (L _ !j SEE STANDARD T -DI -3, 4 FOR
6. a 'a a G\n P P 3" DIAMETER � � � � ll � � � � � � � � � ALTERNATE DESIGN.
p,
_ _ _ - GGLLAR
• D WEEP N� W
.r EE L
- HOLE WITH 72"X12"
` N
B. 3" DIAMETER WEEP H L
SEE NOTE 8 ro 1 „
7 MESH
PLASTIC HARDWARE CLOTH x
z z
Z =
LAS ,
12" N WI GALVANIZED STEEL WIRE, MINIMUM
12"-15"-18" OR 24" n WIRE DIAMETER 0.03", NUMBER 4 MESH
Tu b 53 in Q , _ i I HARDWARE CLOTH ANCHORED FIRMLY
CV N iV F., P till LLII Lth TO THE OUTSIDE OF THE STRUCTURE.
9. CAST IN PLACE CONCRETE IS TO BE
T
a p
' P
n
t�
CLASS A3 (3000 PSI). PRECAST
• D CONCRETE IS TO BE 4000 PSI.
11/2 ' � 1 Lr 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE
SECTION A -A t" MEETING THE APPROVAL OF THE ENGINEER
CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B 77 4' MAY BE SUBSTITUTED FOR THE CAST IRON
IN
LUGS AS SHOWN HEREON.
12" CONCRETE PIPE - 1.440 CU, YD. CONCRETE CAST I APPROXIMATE WEIGHT
18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE 11/4 Fes' -+� �4 GRATE 63 IRO B LBS 11 LETTERING IS WASTE
ON ALL WATERWAY
24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE 1'�' `i GRATES. LOCATION OF LETTERING MAY
SECTION C -C SECTION D -D VARY BY MANUFACTURER.
ADD
ADDITIONAL FOOTDOFED£PTH. GRATE DETAIL
tvDr STANDARD DROP INLET SPECIFICATION
REFERENCE R
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE 12" - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233
104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
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 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
1 4
PER FOOT
)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. f
II ►� �
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
'L
SEWER SERVICE LATERAL. CONNECTION
N.T.S,
FIG. S-2
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
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH) IN ORDER THAT THE BOTTOM
OF CURB WILL
COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5 CG -2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG -6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
�2" RADIUS
a'
D>a m
h 4 •
z
'.b. SURFACE
.PA, -A
00
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D D SUBBASE
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0,
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P.,,D 1� D
DpppD.bpD
DppPD�' �D
6"
io
SURFACE
BASE
SUBBASE
CG -2
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION SP VDOT
REFERENCE STANDARD 611 CURB
ROAD AND BRIDGE STANDARDS
105 REVISIONDATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.01
EXiST GRADE METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3 CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
OF LiNE
CLEANOUT DETAIL
No Scale
Ln I=
2. THE "H" DIMENSION SHOWN ON THE
J
STANDARDS AND SPECIFIED ON THE PLANS
H
WILL BE MEASURED FROM THE INVERT OF
ONE WELDED
THE OUTFALL PIPE TO THE TOP OF THE
JOINT
ARE
UCTURE. PLAN HFORMESTIMATINGG
O
APPROXMATE ONLY
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
CONNECTORS
SHALL BE DETERMINED BY THE
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
3. WHEN SPECIFIED ON THE PLANS THE
DESIGNED BY
INVERT IS TO BE SHAPED IN ACCORDANCE
WITH STANDARD IS -t. THE COST OF
FURNISHING AND PLACING ALL MATERIALS
CHECKED BY
NCIDENTAL TO THE SHAPING IS TO BE
5=
iNCLUDED IN THE BID PRICE FOR THE
4'-2" 112' x 1V' x 4' I %2' x 4" STRUCTURE.
PLAN LUGS 12" 9�z' CSIUD SHEAR ONNECTORS 4• IN THE EVENT THE INVERT OF THE
THE
(GRATE REMOVED) BOTTOMS OF THE STRUCTURPIPE IS HIGHER E THE INVERT
SEE DETAIL A -B>-� • -� OF THE STRUCTURE SHALL BE SHAPED
WITH CEMENT MORTAR TO PREVENT
SECTION B -B STANDING OR PONDING OF WATER IN THE
N L!, STRUCTURE. THE COST OF FURNISHING
/" AND PLACING ALL MATERIALS INCIDENTAL
COLLAR DETAIL MIN RAISED
UTTERING TO INLET SHAPING IS TO BE INCLUDED
IN THE 810 PRICE FOR THE STRUCTURE.
TO
DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE GREBE
FOR DETAILS SEE
BE PROVIDED WHEN H IS
G
CAST IRON ONLY STANDARDST1
DETAIN•' B 6. THIS ITEM MAY BE PRECAST OR CAST -
IN -PLACE.
DETAIL A2'-6" 7. #4 X 8" SMOOTH DOWELS AT
4'-2" HARDWARE P_3+. SEE DETAIL B APPROXIMATELY 12" C -C TO BE
2'-7" CLOTH PLACED IN ALL AREAS ADJACENT
/,r#8
4" DEPTH AGGR. i TO ABUTTING CONCRETE TO PREVENT
#68, #78 ORniySETTLEMENT. 1N LIEU OF DOWELS
w w ww 4.p, x 6" WIDTH \ A 2"X4" NOTCH MAY BE PROVIDED,
(L 0. a (L _ !j SEE STANDARD T -DI -3, 4 FOR
6. a 'a a G\n P P 3" DIAMETER � � � � ll � � � � � � � � � ALTERNATE DESIGN.
p,
_ _ _ - GGLLAR
• D WEEP N� W
.r EE L
- HOLE WITH 72"X12"
` N
B. 3" DIAMETER WEEP H L
SEE NOTE 8 ro 1 „
7 MESH
PLASTIC HARDWARE CLOTH x
z z
Z =
LAS ,
12" N WI GALVANIZED STEEL WIRE, MINIMUM
12"-15"-18" OR 24" n WIRE DIAMETER 0.03", NUMBER 4 MESH
Tu b 53 in Q , _ i I HARDWARE CLOTH ANCHORED FIRMLY
CV N iV F., P till LLII Lth TO THE OUTSIDE OF THE STRUCTURE.
9. CAST IN PLACE CONCRETE IS TO BE
T
a p
' P
n
t�
CLASS A3 (3000 PSI). PRECAST
• D CONCRETE IS TO BE 4000 PSI.
11/2 ' � 1 Lr 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE
SECTION A -A t" MEETING THE APPROVAL OF THE ENGINEER
CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B 77 4' MAY BE SUBSTITUTED FOR THE CAST IRON
IN
LUGS AS SHOWN HEREON.
12" CONCRETE PIPE - 1.440 CU, YD. CONCRETE CAST I APPROXIMATE WEIGHT
18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE 11/4 Fes' -+� �4 GRATE 63 IRO B LBS 11 LETTERING IS WASTE
ON ALL WATERWAY
24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE 1'�' `i GRATES. LOCATION OF LETTERING MAY
SECTION C -C SECTION D -D VARY BY MANUFACTURER.
ADD
ADDITIONAL FOOTDOFED£PTH. GRATE DETAIL
tvDr STANDARD DROP INLET SPECIFICATION
REFERENCE R
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE 12" - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233
104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
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 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
1 4
PER FOOT
)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. f
II ►� �
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
'L
SEWER SERVICE LATERAL. CONNECTION
N.T.S,
FIG. S-2
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
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH) IN ORDER THAT THE BOTTOM
OF CURB WILL
COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5 CG -2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG -6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
�2" RADIUS
a'
D>a m
h 4 •
z
'.b. SURFACE
.PA, -A
00
A,. ' .4 DA' BASE
' • DPp • D.pAD.
D D SUBBASE
s"
411 �2" R
rI/A, it I 1<
0
z
w
wD,p . D,e D
V)
0,
,p,
P.,,D 1� D
DpppD.bpD
DppPD�' �D
6"
io
SURFACE
BASE
SUBBASE
CG -2
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION SP VDOT
REFERENCE STANDARD 611 CURB
ROAD AND BRIDGE STANDARDS
105 REVISIONDATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.01
EXiST GRADE METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3 CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
OF LiNE
CLEANOUT DETAIL
No Scale
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PRELIMINARY WATER QUANTITY ANALYSIS POINT 1
DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT)
DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT
'J
PRE AREA
POST AREA 1-U (UNDETAINED)
AREA = 1.38 ACRES
AREA = 0.32 ACRES
0.87 ACRES (IMPERVIOUS)
0.10 ACRES (IMPERVIOUS)
0.51 ACRES (MANAGED TURF)
0.22 ACRES (MANAGED TURF)
Tc = 6 MIN
Tc = 6 MIN
Q (CFS) V (AC -FT)
Q (CFS) V (AC -FT)
1 YEAR 5.13 0.263
1 YEAR 0.92 0.045
2 YEAR 6.40 0.332
2 YEAR 1.22 0.060
10 YEAR 10.13
10 YEAR 2.09
POST AREA 1-D (DETAINED)
AREA = 1.06 ACRES
0.97 ACRES (IMPERVIOUS)
E
0.09 ACRES (MANAGED TURF)
Q
Tc = 6 MIN
Q (GFS) V (AC -FT)
1 YEAR 4.26 0.228
2 YEAR 5.21 0.283
10 YEAR 8.02
FLOW THROUGH PIPE STORAGE
Lu
E
FLOWS ROUTED THROUGH DETENTION SYSTEM.
Q (CFS)
1 YEAR 2.90
2 YEAR 4.51
10 YEAR 7.89
COMBINED FLOW AT ANALYSIS POINT 1
Q (CFS)
1 YEAR 3.69
2 YEAR 5.61
10 YEAR 9.98
CHANNEL PROTECTION (ENERGY BALANCE):
QDEVELOPED < 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED
OK 3.69 CFS 5 0.80*(5.13 CFS*0.263 AC-FT)/(0.273 AC -FT) = 3.95 CFS
FLOOD PROTECTION:
POST -DEVELOPED Q,05 PRE -DEVELOPED Q10
OK 9.98 CFS (POST -DEVELOPED Q10) <_ 101.13 CFS (PRE -DEVELOPED Q10)
WATER gUALITY ANALYSIS
SITE DATA
PRE DEVELOPED AREA
IMPERVIOUS = 0.87 ACRES
MANAGED TURF = 0.50 ACRES
PRE DEVELOPMENT LOAD (TP) (LB/YR) = 2.18
POST IDEVELOPED AREA
IMPERVIOUS = 1.07 ACRES
(MANAGED TURF = 0.31 ACRES
POST IDEVELOPMENT LOAD (TP) (LB/YR) = 2.50
MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20%
TOTAL_ LOAD REDUCTION REQUIRED (LB/YR) = 0.76 CREDITS TO BE PURCHASED
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s /.-
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PLANT SCHEDULE
TREES
BOTANICAL NAME
BET HER
BETULA NIGRA HERITAGE'
GIN PRN
GINKGO BILOBA 'PRINCETON SENTRY'
PLR ACE
PLATANUS X ACERIFOLIA
QUE BIC
QUERCUS BICOLOR
ULM ALL
ULMUS PARVIFOLIA'ALLEE'
DESIGNED BY
FLOWERING TREES
BOTANICAL NAME
MAG SWE
MAGNOLIA VIRGINIANA
00
SHRUBS
BOTANICAL NAME
ILE INK
ILEX GLABRA'COMPACTA'
ILE WIN
ILEX VERTICILLATA
ITA VIR
ITEA VIRGINICA
SHRUB AREAS
BOTANICAL NAME
ITE SPR
ITEA VIRGINICA'SPRICH'
PAN SHN
PANICUM VIRGATUM 'SHENANDOAH'
GROUND COVERS
BOTANICAL NAME
CAR SED
CAREX PENSYLVANICA
HYP PER
HYPERICU M PERFORATUM
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HEIGHT VARIES WITH PL
12" MIN.
t
C E N E RAL NOTES
3- 2" x 2" HARDWOOD STAKES
QTY
ROOT BALL
PRE -CONSTRUCTION
6" SAUCER
—
12 GAUGE GALVANIZED WIRE
+ CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
PERIMETER ROOTS
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
2.5" CAL.
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
GIN PRN
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
GINKGO BILOBA 'PRINCETON SENTRY'
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
3.5" CAL.
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
PLA ACE
BE VERIFIED PRIOR TO BIDDING.
PLATANUS X ACERIFOLIA
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
NEW 1/2" RUB
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
QUE BIC
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS SAND
12 GAUGE GALVAN
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
ALLOW FOR SLIGHT N
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
3 2x2 HARDWOO
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
2'-6" MIN BELOW
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
STAKE SHALL BE
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
MIN. 18" OUT FR1
AND CONTRACT SPECIFICATIONS.
AND OUTSIDE OF
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
COMMON NAME
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
SET ROOTBALL FLUSH TO
PER TEST RESULTS TO ENSURE PLANT HEALTH.
1-2" HIGHER IN SLOWLY
MAGNOLIA VIRGINIANA
SOILS. DO NOT COVER TI
CONSTRUCTION/INSTALLATION
THE ROOTBALL'
ROOTFLARE SHALL'.
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
ABOVE FINISH
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
MIN. INSTALLED SIZE
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
PRUNE
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
ILEX GLABRA "COMPACTA'
+ LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
18"-24" HTJSPRD.
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
ILE WIN
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
ILEX VERTICILLATA
+ INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
18"-24" HT./SPRD.
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
1:1 SLOPE OP
INTERFERE WITH SIGHT DISTANCES.
PLAN
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
SCARIFY SIDES BEFORE
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
PLACE ROt
WHICH AFFECTS THE GUARANTEE.
UNEXCAVATED OR TA
INSPECTIONS/GUARANTEE
SPACING
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
EDGE OF BUILDING,
WALK OR STRUCTURE
VOIDS
MULCH LINE
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS & TREES
TRIANGULAR INFILL SPACING
PLANT PERIMETER
AT INDICATED SPACING
PLANT UP TO EDGE OF SHRUBS
UNLESS OTHERWISE NOTED
PLANT
2-3" MULCH LAYER
1" COMPOST LAYER
AMENDED SOIL MIX
UNDISTURBED EARTH
GROUNDCOVER/ PERENNIAL PLANTING
NOT TO SCALE
s
MULTI -STEM TREE - STAKING SPECIFIED
NOT TO SCALE
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
PRUNE BROKEN BRANCHES
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
6" SAUCER
1" COMPOST LAYER
IF FIELD GROWN CUTAWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 3 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 3 OF BALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
SHRUB PLANTING
NOT TO SCALE
CONTAINER
:w
ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8'2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PLANT SCHEDULE
PROVIDE MULCH UP AND OVER
QTY
SAUCER
COMMON NAME
6" SAUCER
—
REMOVE CONTAINER. SCARIFY
2
PERIMETER ROOTS
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
CANOPY SF
BET HER
2
BETULA NIGRA'HERITAGE'
HERITAGE RIVER BIRCH
2.5" CAL.
397
GIN PRN
9
GINKGO BILOBA 'PRINCETON SENTRY'
PRINCETON SENTRY GINKGO
3.5" CAL.
397
PLA ACE
6
PLATANUS X ACERIFOLIA
LONDON PLANE TREE
2.5" CAL.
175
QUE BIC
3
QUERCUS BICOLOR
SWAMP WHITE OAK
2.5" CAL.
368
ULM ALL
6
ULMUS PARVIIFOLIA'ALLEE'
ALLEE LACEBARK ELM
2.5" CAL.
299
FLOWERING TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
CANOPY SF
MAG SWE
12
MAGNOLIA VIRGINIANA
SWEET BAY
2" CAL.
100
SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
¢ LU
ILE INK
45
ILEX GLABRA "COMPACTA'
COMPACT INKBERRY
18"-24" HTJSPRD.
ILE WIN
42
ILEX VERTICILLATA
WINTERBERRY
18"-24" HT./SPRD.
ITA VIR
66
ITEA VIRGINICA
VIRGINIA WILLOW
18"-24" HT./SPRD.
SHRUB AREAS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
SPACING
ITE SPR
51
ITEA VIRGINICA'SPRICH'
VIRGINIA SWEETSPIRE
18" SPRD.
30" o.c.
PAN SHN
45
PANICUM VIRGATUM 'SHENANDOAH'
SWITCH GRASS
18" SPRD.
30" o.c.
GROUND COVERS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
SPACING
CAR SED
217
CAREX PENSYLVANICA
PENNSYLVANIA SEDGE
1 GAL.
18" o.c.
HYP PER
40
HYPERICUM PERFORATUM
ST. JOHNS WORT
1 GAL.
18" ox.
STREET TREE REQUIREMENTS
* per Sec. 32.7.9.5 of the Albermarle County Code
STREET
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
SEMINOLE TRAIL
301.5 LF
1 LG TREE PER 35 LF
301.5/35 = 8.6
9 LG TREES
9 LG TREES
WESTFIELD ROAD
232.64 LF
1 LG TREE PER 40 LF
232.64/40 = 5.8
6 LG TREES
6 LG TREES
INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT
PARKING LOT AREA
CALCULATIONS
REQUIRED
PROVIDED
5% GROSS PARKING AREA
28,639.13 SF
28,639.13 x.05 = 1,431.96 SF
1,432 SF
3,409 SF
INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT
PARKING LOT SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 LG. OR 1 MED. SHADE
PROVIDED QUANTITY
1.42 AC (GROSS SITE
O
10% COVER
TREE PER 10 PARKING
55 PARKING SPACES
55/10 = 5.5
6 LG. OR MED. SHADE TREES
11 LARGE SHADE TREES
SPACES
= 6,185.52 SF
DESIGNED BY
TREE COVER
CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
1.42 AC (GROSS SITE
O
10% COVER
1.42 AC x. 1 = 0.142 AC
6,186 SF
10,040 SF
AREA)
4
M. RACHNER
= 6,185.52 SF
DESIGNED BY
NOTE:
-WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF-SITE STREET, SHRUBS ARE TO
BE INSTALLED AT A MINIMUM HEIGHT OF 12".
-ALL SIRE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;
THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
OVERALL HEALTH OF THE PLANT.
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