HomeMy WebLinkAboutSDP202100001 Plan - Approved Final Site Plan and Comps. 2022-06-23t-TT r- rI ATA .
TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 058A2-00-00-01400 AND 058A2-00-00-02000
IVY PROPER LLC
400 LOCUST AVE SUITE 3
CHARLOTTESVILLE, VA 22902
TOTAL PARCEL AREA: 0.87 ACRES (PARCELS 58A2-14 AND 58A2-20 COMBINED)
LIMITS OF DISTURBANCE: 0.96 ACRES
ZONING: C-1 (COMMERCIAL); ENTRANCE CORRIDOR OVERLAY DISTRICT
MAGISTERIAL DISTRICT: SAMUEL MILLER
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY:
BASED ON FIELD SURVEY BY TIMMONS GROUP DATED 1/11/19.
VERTICAL DATUM REFERENCE, NAVD 88
UTILITIES: PRIVATE WELL AND SEPTIC ON SITE.
DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED
LITTLE IVY CREEK APPROX. 300' AWAY FROM SITE
INITIAL SITE PLAN SDP202000065
WP0202100017
ZONING SITE REQUIREMENTS:
USE
CURRENT: VACANT
PROPOSED: 6,500 SF GENERAL OFFICE
SETBACKS
FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (IVY ROAD)
30' MAXIMUM FROM PUBLIC STREET RIGHT-OF-WAY (IVY ROAD)
SIDE AND REAR: NONE
BUILDING HEIGHT
MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (COMMERCIAL DISTRICT)
PARKING
REQUIRED PARKING:
GENERAL OFFICE: 1 SPACE PER 200 SQUARE FEET OF GFA
1 SPACE X (6,500 SF X 0.8) / 200 SF = 26 SPACES
PARKING FOR ADJACENT PARCEL (4282 IVY ROAD): 7 SPACES
TOTAL PARKING REQUIRED: 33 SPACES
PARKING PROVIDED: 36 SPACES
IMPERVIOUS AREA
EXISTING IMPERVIOUS AREA: 0.33 ACRES
PROPOSED IMPERVIOUS AREA: 0.55 ACRES
NOTES:
1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING
ORDINANCE AND THE ARB DESIGN GUIDELINES. PROPOSED PAVED PARKING AND VEHICULAR
CIRCULATION AREAS ARE 0.31 ACRES.
2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING
ORDINANCE AND THE ARB DESIGN GUIDELINES.
3. THE SWM FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ IN
THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A
NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM
AUTHORITY SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND
REVEGETATING, PASSIVE RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN
DESIRED VEGETATIVE COMMUNITY (BUT NOT MORE THAN FOUR TIMES A YEAR).
ZONING NOTES
1. CRITICAL SLOPES DISTURBANCE SHALL NOT EXCEED 4,375 SF PER "IVY PROPER CRITICAL SLOPES
WAIVER - SPECIAL EXCEPTION REQUEST," PREPARED BY TIMMONS GROUP, DATED JANUARY 5, 2021
AND LAST REVISED APRIL 26, 2021.
2, FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF
THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP
APPLICATION.
UTILITY DEMANDS
ESTIMATED WATER USAGE: 348 GALLONS PER DAY
NOTE: PER CHAPTER 18, SECTION 22.2.2(11) OF THE ALBEMARLE COUNTY CODE, ONSITE WATER USAGE
CANNOT EXCEED 348 GALLONS PER DAY
VEHICLE TRIP GENERATION
LAND USE: GENERAL OFFICE
ITE CODE: 710
6,500 SF
ADT (WEEKDAY): 9.74 TRIPS PER 1000 SF -> 64 AVERAGE DAILY TRIPS
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
E911
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
ARCHITECTURAL REVIEW BOARD
APPROVAL DATE
16 -Utz
IVY PROPER
FINAL SITE PLAN
FINAL SITE PLAN SDP202100001
ALBEMARLE COUNTY, VIRGINIA
DECEMBER 30, 2020
VICINITY MAP
SCALE 1" :1000'
OWNER:
IVY PROPER LLC
400 LOCUST AVE SUITE 3
CHARLOTTESVILLE, VA 22902
DEVELOPER:
BUILDING MANAGEMENT CO.
400 LOCUST AVE, SUITE 3
CHARLOTfESVILLE, VA 22902
CONTACT: REID MURPHY
PHONE: 434-977-6406
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CLINT SHIFFLETf, P.E.
TELEPHONE: 434-327-1690
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER
C1.0 NOTES AND DETAILS
C1.1 NOTES AND DETAILS
C1.2 NOTES AND DETAILS
C2.0 EXISTING CONDITIONS & DEMOLITION PLAN
C4.0 LAYOUT PLAN
C4.1 SIGHT DISTANCE PROFILE
C4.2 MAINTENANCE OF TRAFFIC PLAN
C4.3 MAINTENANCE OF TRAFFIC PLAN
C5.0 GRADING PLAN
L1.0 LANDSCAPE PLAN
E1.0 PHOTOMETRIC PLAN
E2.0 LIGHTING CUT SHEETS
S1.0 RETAINING WALL PLANS & DETAILS
S1.1 RETAINING WALL PLANS & DETAILS
TOTAL: 15 SHEETS
SITE PLAN LEGEND
EXISTING
PROPERTY LINE
POST/BOLLARD
SIGN
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CONCRETE WHEEL STOP
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SATELLITE DISH
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TRAFFIC CONTROL BOX
UNKNOWN MANHOLE
STORM SEWER
STORM SEWER MANHOLE
CATCH BASIN
CATCH BASIN WITH DOME GRATE
TRENCH DRAIN
........................ ......... .......... .....
SANITARY SEWER
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SANITARY SEWER MANHOLE
::...........................
WATER LINE
WATER MANHOLE
WATER VALVE
WATER LINE MARKER
FIRE HYDRANT
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MONITORING WELL
----------------- . .......... -- ------ .....
GAS LINE
3,
GAS METER
GAS VENT
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GAS MARKER
COMMUNICATIONS/TELEPHONE LINE
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TELEPHONE/COMMUNICATIONS MANHOLE
TELEPHONE PEDESTAL
COMMUNICATIONS VAULT
..................:.:<;;::........................
ELECTRIC LINE
ELECTRIC MANHOLE
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ELECTRIC PULLBOX
ELECTRIC METER
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LIMITS OF DISTURBANCE
GUARDRAIL
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FENCE
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MAJOR CONTOUR
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MINOR CONTOUR
SITE LIGHT
PARKING SPACE COUNT
GRADING
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
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DATE
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DRAWN BY
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DESIGNED BY
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LEGEND
ROADS
STORM PIPE & STRUCTURE NO.
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
BENCH MARK
. ..
CLEARING LIMITS
- 200 ...........
EXISTING CONTOUR
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PROPOSED CONTOUR
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EXISTING SPOT ELEVATION
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PROPOSED SPOT ELEVATION
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PARKING COUNT
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EXISTING SANITARY SEWER
WATER
....... ..... ._.._w--- __--- ---_------------------ EXISTING WATER LINE
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TC = TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
GENERAL CONSTRUCTION NOTES FOR EROSION AND 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 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT 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/1003F. 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)
T~`H 9QjfF` COUNTY OF ALBEMARLE
Department of Community Development
Construction Record Drawings (As -built) for VSMP
The following is a list of information required on construction record drawings for
stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the
construction record drawing be prepared by someone other than the designer. Please do Plot
provide design drawings as construction record drawings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
L Inspection Records and photographs for pipe trenches and bedding, including unde.rdrains.
2. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a Survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the
installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofitter media must be an approved state mix.
13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
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 THE
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. (N/A)
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 2015 UNIFORM STATEWIDE
BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI Al17.1-03.
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 6" 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.
34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME
LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL
FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING,
ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY.
WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND
LOCATED NEAR THE ACCESSIBLE ENTRANCES.
35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
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 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.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE 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).
10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A
STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE
BUILDING DEPARTMENT.
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
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.
IP
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DATE
12-30-2020
DRAWN BY
A. FONTAINE
DESIGNED BY
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CHECKED BY
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JOB NO.
42932
SHEET NO
C1.0
L_
BOLLARD DETAIL
No Scale
4" DIAMETER STEEL
PIPE FILLED WITH
CONCRETE. BOLLARD
SHALL BE PAINTED
YELLOW
'AVEMENT
2'-0" DIAMETER
:.ONC. FOOTING
EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR
7\�:6"
CRUSHED STONE BEDDING
D1 CLEANOUT
PL UG AT EI
OF LINE
CLEANOUT DETAIL
No Scale
SIGNAGE NOTES:
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SOLID WHITE LINE 24"
STOP (TYP.)
f--- 12
STD. (VARIES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
2 - 2
(TYP.) (TYP.)
STRIPING AND SIGNAGE DETAIL
No Scale
7
1
otD, pV oV oV o
OVERLAP 6" TYPE 21-B AGGREGATE
FABRIC 8" MIN. oo BASE COURSE
0 0 0 0 0
8" \\\\/�\\\\—COMPACTED SUBGRADE
VDOT #57 �''�\'� FILTER FABRIC WRAP
STONE 12" MIRAFI 140N OR EQUIV.
4" DIA. PERFORATED
PVC PIPE
DENOTES GRAVEL SECTION ON PLANS
GRAVEL SECTION
No Scale
a t.
° 6".
a J. 4a
5'
CURB TRANSITION DETAIL
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION
FILLER, "ZIP STRIP" OR
EQUIV., SEAL WITH
SILICONE SEALANT
1/4" SEALANT
NON -SLIP BROOM FINISH
WWF 6x6 W2.9xW2.9
2"
'- -° 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
6" TYPE 21A STONE COVER
COMPACTED SUBGRADE (CBR 11.2)
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
Z7��
1�'
HEAVY DUTY CONCRETE SECTION
No Scale
SIGN
STD. U POST
GALVANIZED
REFER TO VDOT STD STP-1 DETAIL
FOR MOUNTING REQUIREMENTS
III I I -III III-1 I I-1 I I -
SIGN AND POST DETAIL
No Scale
l.w11E111LTY �nPBV�A TTY
inn+ - W %E �100 -1W HIE
TOW AWAY ZONE TOW AWAY ZONE
VAN
6-8" MIN. ACCESSIBLE 6'-8" MIN.
ABOVE I ABOVE
FINISHED FINISHED
GRADE GRADE
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
PARKING SIGNS FOR THE DISABLED
No Scale
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
LOCATION (VAN)
HANDICAP SIGN
LOCATION (TYP.)
EOP
PAINTED 00 / / 18,
PER
r4„ VDOT
SPEC..
8' I 5' 8' 8' 8'
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
EXISTING AGGREGATE BASE
O O O O O
\���\���\���\���\����• COMPACTED SUBGRADE
MILL AND OVERLAY SEQUENCE:
REMOVE EXISTING ASPHALT. COMPACT AND
ROLL TEST EXISTING BASE COURSE. THEN PLACE
NEW ASPHALT SURFACE.
MILL AND OVERLAY PAVEMENT SECTION
No Scale
CONCRETE BUMPER BLOCK
AS NOTED ON C4.0 & C4.1
`FACE OF
CURB
18'
411
PAINTED
STRIPE
9, (TYPICAL) I
REGULAR SPACE
n� �or�ne cp
T LENGTH
ANCHOR WITH 5/$" REBAR
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
PRECAST CONCRETE WHEEL STOP
No Scale
TOP OF CURB
VDOT STANDARD CG-2 CURB
No Scale
6" MIN.
COMPACTED
SUBGRADE
R=2"
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE FROM
ADJACENT PAVEMENT SECTION
UNDER CURB, 6" MIN. DEPTH
CONC CURB AND GUTTER CLASS 3A,
(f'c=3,000 PSI) CONCRETE
° a
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°.
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v
2'
-0"
CONTINUE 21 B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
8" TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
3" INTERMEDIATE BASE COURSE - BM25.OA
8" TYPE 21-B AGGREGATE SUBBASE COURSE
�— COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
............ C .....,....-•............................8...... G --........ .V...................-Y..... ....._.......
4" 3,000 PSI AIR -ENTRAINED
/ CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
#
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS'+�'�
.. Q
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
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DATE
12-30-2020
DRAWN BY
A. FONTAINE
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
N/A
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1--- i
JOB NO.
42932
SHEET NO.
C1.1
5
O
L_
2016 ROAD & BRIDGE STANDARDS
WP-2
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
12 x EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
c
EXITING SUBBASE PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
'STM
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
K MINIMUM 12 INCHES, OR GREATER AS NECESSARY 'TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
i. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL_ LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 I112 INCHES AND REPLACED WiTH AN ASPHALT SURFACE COURSE 'TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS-
XVDOT SPECIFICATION
ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE
SHEET i OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC
315
303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
MILL & OVERLAY DETAIL
No Scale
DUMPSTER ENCLOSURE
No Scale
HINGE CONNECTED
TO BULKHEAD
LADDER DETAIL
HINGE CONNECTED 1j"x1'x;" ANGLE
TO BULKHEAD I�
3#/FT' EXPANDED 2-s
METAL (TYP.)
1--CURVED TO FIT
CMP RADIUS
FRONT VIEW
NOTES:
1. DASHED LINE INDICATES WELD.
2. ALL REINFORCEMENT SHALL MEETASTM A998.
3. ALL DIMENSIONS ARE NOMINAL, UNLESS OTHERWISE NOTED.
2-3'
45°
f
-2-3j"
SIDE VIEW
ACCESS RISER NOTES
1. THE ACCESS RISER DETAILSHALLBECONSIDERED CONCEPTUAL WITH THE INTENTIONLU ACCESS RISER DETAIL
OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT CONCRETE
WILL BE TRAN ER PIPE.
TO THE SUBGRAOE AND NOT BE BROUGHTTO BEAR DIRECTLY FINISHED GRADE -MANHOLE FRAME & FLAT TOP
LU
ON CONSTRUCTION
TION F IVY PROPER
2. ALL RISERS SHALL BE FIELD CUT TO THE ELEVATION NEEDED TO ACCOMMODATE COVER (BY OTHERS)
CONSTRUCTION E THE RISER DETAIL \ / 3. POURED -IN -PLACE CONCRETE COLLARS SHALL BE PROPERLY FORMED TO PROVIDER
SMALL GAP AROUND THE OUTSIDE DIAMETER OF THE RISER, WITH THE TOP LEVEL OF
THE COLLAR MANHOET LE
TWO INCHES ABOVETHE TOPS$HALL OF CONSTRUCTEHE RISER D
/\ ALBEMARLE COUNTY, VA
4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BECONSTRUCTED x
ANDIOR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND \ \ /
SPECIFICATIONS L THE STATE ORLOCAL ROAD AUTHORITY FOR ANH25/H52S .\�\ y; /��� LANE CMP STORMWATER MANAGEMENT SYSTEM
Mi-
HIGHWAY TRUCK LOADING. \'}� .l. i\i\\
5. STANDARDRISERDIAMETERS ARE BETWEEN 12AND 48INCHES, AND THEIR JJ
FITTINGS/STUBS ARE SUBJECT TO REINFORCEMENT COPISIDERAT] DNS IN _
ACCORDANCE WITH ASTM A998. RELATED REQUIREMENTSARE DEPENDENT ON THE BACKFILL MATERIAL
MAINLINE DIAMETER AND THE BURIAL DEPTH AND MAY BE NEGATED BY OPTING FOR (AS SPECIFIED) CMP RISER
A 5MALLER DIAMETER RISER IN THIS RANGE.
6. ST UBS FOR RISERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED
ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS.
TABLE 1 TABLE 2 NOTES:
Q Z TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUIPMENT NOTES TEMPORARY MIMIMUM COVER FOR STANDARD CONNECTING U
CONSTRUCTION EQUIPMENT BAND THICKNESS 5 } Z
_T
1. DURING CONSTRUCTION AND PRIOR TO THE CONSTRUCTION OF PAVEMENT
W
ADDITIONAL TEMPORARY COVER MAY BE REQUIRED TO ACCOMMODATE
W ? Q
CONSTRUCTION EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH
(L O z u"
U
E2
TABLE 1.
2. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE
0 (W�
O-
MAINTAINED CONSTRUCTION ROADWAY SURFACE.
d Lu S.9
c
3. TEMPORARY COVER SHALL BE DULY COMPACTED AND MAINTAIN ED AT THE PROPER
1 U INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTED TO THE SPECIAL INSTALLATION PROCEDURES
W Z QLLJ
CONTAINED HEREIN.
a O Z U � 2. CONSTRUCTION EQUIPMENT SHALL NOT TRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM
, 02W g 0 LU OR ITS COMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION
>QI=p i OPEN -GRADED MANUFACTURED AGGREGATE MAYBE UNSUITABLE �FORTHESE >- ��-- Uj LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER
w t iZ PURPOSES UNLESS PROPERLY LOCKED -IN PLACE OR CONFINED WITH A BINDER] Q O TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD.
W MATERIAL- STANDARD LUG CONNECTOR W U) w 3. THE FOUNDATION AND/OR BEDDING STONE MUST BE PROPERLY LEVELED TO THE ELEVATION SHOWN ON
Q Q STANDARD CONNECTING BAND NOTES DETAIL Q Z THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS.
-1 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR
1. PIPE ENDS SUFFICIENT
C R CORRUGATIONS
TO FORM AN ANNULAR THE MINI CORRUGATION MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE
WITH SUFFICIENT CORRUGATIONS TO ACCOMMODATE THE MINIMUM WIDTH OF A
FULLY CORRUGATED CONNECTING BAND. MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT
2. FULLY CORRD SHALL HAVE A MINIMUM WIDTH OF 121NCHE$ FOR PIPE DIAMETERS UP UGATED CONNECTING BAND THICKNESS SHALL BE IN ACCORDANCE WITH
TABLE 2, ANCOMPROMISE THE ABILITY TO PROPERLY PLACE AND COMPACT BACKFILL IN AFFECTED AREAS.
24 INCHES
TTAD INCLUDING 96CCHES, AND AMINIMUM WIDTH DFRUGATEDTHEREAFTER. 5. BACKFILL AND BEDDING MATERIALS SHALL BEASSPECIFIED INTHE PROJECT PLANS AND CONSISTENT WITH
3. STANDARD LUG CONNECTORS SHALL BE USED ON FULLY CORRUGATED CONNECTING
BANDS. THE NOTES CONTAINED HEREIN.
4. STANDARD SLEEVE GASKETS, WHEN REQUIRED, SHALL BE Y."THICK NEOPRENE
MEETING THE MATERIAL REQUIREMENTS OF ASTM D1056, AND SHALLCOMPLETELY 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT
UNDERLIE THEPER CONNECTING QUIBAND. CONNECTING BAND PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE
S. ALL JOINT PERFORMANCE SLEEVE
SHALL BE E REQUIRED
DFORNCE WITH SECTION 9 (WHEN SPECIFIED) SEVERE WINTERS INCLUDE HEAVIER USES OF DEICING SALTS.
Of ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED FOR JOINTS SLEEVE GASKET DETAIL
N SPECIFIEDRFO MEETANY MANCE.IN LIEU
EIOF LEAKGASKET,
AGRESISTANT TEXTILE WRAP
BE S SILT Uj O o M 7. DETENTION SYSTEMS ARE SUBJECT TO GREATER LEAKAGE THAN TYPICAL SINGLE RUN STORM SEWER
W U N M TIGHT PERFORMANCE. IN LIEU OF GASKET,AGEDTEXTILE WRAP SHALL BE
1- > o s0 CONSIDERED SUFFICIENT TO MEET SILT TIGH F JOINT PERFORMANCE, GASKETS SHALL
GASKET I- > d APPLICATIONS AND THEREFORE ARE NOTAPPROPRIATE FOR APPLICATIONS REQUIRING LONG-TERM
Z m NOT BE REQUIRED FOR PERFORATED PIPE SYSTEMS ANDl01PJT5SPECIFIEDTOMEET f(WHENSPECIFIED) z 2 ` 2C2 CONTAINMENT OR HYDROSTATIC PRESSURE. LEAKAGE PERFORMANCE REQUIREMENTS ARE MORE
O i 501L TIGHT REQUIREM ENTS. O a
G. CONNECTING BANUS FOR 12 THROUGH 48-INCH DIAMETER PIPE SMALL BE A _ APPROPRIATELY ADDRESSED USING PERFORATED PIPE BACKFILLED WITH AN OPEN -GRADED STONE
ONE-PIECE BAND. CONNECTING BANDS FOR 54 THROUGH96-INCH DIAMETER PIPE y ENVELOPE IN AN IMPERVIOUS LINER (DESIGNED BY OTHERS),
3 SHALL BEATWO-PIECE BAND. CONNECTING BANDS FOR 102 THROUGH 144-INCH CORRUGATED SMALL INHERENT iGE o DIAMETER PIPE SHALL BE A THREE-PIECE BAND. METAL PIPE GAP CORRUGATED once
9 OF 10
7. CONNECTING BAND MATERIAL COATING SHAH MATCH THE PIPE MATERIAL, METAL PIPE 8. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM
5 OF 10 DESIGN.
AM! _ 59'-6"
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Pipe Dia.
(in)
Minimum Cpver(ft) for Indicated Axle loads
1T,6 ips A75klps 75-110kips 110-150 kips
12-42
2.0
48-72
3.0
7&120
3.0
3.5
4.0
4.0
126-144
3.5
4.0
4.5
4.5
PLATE BULKHEAD
(Y4" FLAT PLATE)
(3) GAUGE
REINFORCING MEMBER I� I
{3"x3"xd"ANGLE) 2�
(3)TYPICAL SPACING
54" DIAMETER
SECTION A -A
A54" DIAMETER
2'-0" 1
~SPACING -I PLATE BULKHEAD
------- T-T-_� FCY4"FLAT PLATE)
REINFORCING MEMBEF
(3" x 3" x }" ANGLE
(3) TYPICA
FOR APPROVAL ONLY
SIGNATURE:
DATE: NO
nor rca wnsraucncn U N TO
l 6w10 W
FITTING°A" a Q um BULKHEAD & WEIR
DETAIL REINFORCEMENT DETAIL
-0)REQUIRED- vAGe
10 of 10 -(1) REQUIRED -
Lane Enterprises Technical Bulletin
Maintenance Requirements and Inspection Checklist for Underground
Storrnwater Management System
Regular inspection and maintenance is critical to the effective operation of underground
detention as designed. It is the responsibility of the property owner to maintain all
stormwater BMPs in accordance with the minimum design standards. The municipality
has the authority to impose additional maintenance requirements where deemed
necessary.
This page provides guidance on maintenance activities that are typically required for
underground detention, along with a suggested frequency for each activity. Individual
Underground detention locations may have more, or less, frequent maintenance needs,
depending u a varlet upon p y of factors including the occurrence of large stortn events,
overly wet or dry (i.e., drought) regional hydrologic conditions, and any changes or
redevelopment in the upstream land use. Each property owner shall perform the activities
identified below at the frequency needed to maintain the pond in proper operating
condition at all times.
Inspection Activities
Suggested Schedule
• Aber several Storm events or an extreme storm event, hispcct for: signs
of eloe Bing of the inlet or outlet structures and sediment accumulation.
As Needed
+ Inspect ror: trash and debris; clogging of the outlet structures and any
pilot channels; excessive erosion: sediment accumulation in the basin
and inlet/outlet structures; tree growth on dam or embankment; the
presence of burrowing nmnials; standing water where there should be
Senn annually
none; vigor and density of the grass turron the basin side slopes and
floor; differential settlement; cracking; leakage: and slope stability.
• Inspect that the outlet structures, pipes, and downstream and pilot
channels are free of debris and are operational.
• Note signs of pollution, such as oil sheens, discolored water, or
unpleasant Odors.
Annually
• Check for sediment accumulation in the facility.
• Check for proper operation of control gates, valves or other mechanical
devices.
Nfaintenance Activities
Suggested Schedule
• Perform structural repairs to inlet and outlets
Nfondily or as needed
• Clean and remove debris tronl inlet and outlet structures.
• Repair damage to inlet and Outlet structures, Control gates, Valves, or
other mechanical devices; repair undercut or eroded areas.
As Needed
• Monitor sediment accuinulations, and remove Sediment when pond
volume has become reduced significantly.
As Needed
IRE (TYP.)
ELEVATION VIEW
BAND AND GASKET
DETAIL
FINISHED GRADE
i.-2„
ASSUMED
i,_5. \/
�.
3" \
i
MINIMUM
BACKFILL MATERIAL
(AS SPECIFIED)
112" EXPANSION JOINT
FILLER FOR SHEAR RELIEF
ACCESSLADDER
ELEVATION VIEW
Pipe Thickness
Minimum Band Thickness
16 ga
0.064"
18 ga
0.052"
14 a
g
0.07Y
18 ga
0.052"
1288
0.111,
18ga
0.052"
10. a
0.138"
16 ga
89a
1 0.168"
14ga
0.070"
STANDARD HARDWARE (TYP.)
Q
NEOPRENE GASKET
/ (12" WIDE)
I
12" WIDE BAND
Ivl O
SECTION VIEW
MANHOLE FRAME & COVER
(PER ENGINEER)
(BY OTHERS)
RISER DETAIL
CONCRETE BEARING SLAB
(BY OTHERS)
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36" RISER
WITH LADDER
r
(TYP. 3)
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(TYP. 2)
14"z8" ORIFICE
�T FITTING A
E
WEIR
4'-ti" r-rj"
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f
9' ORifICE
'a� INVERT
o
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WEIR PLATE DETAIL PLAN VIEW
BULKHEAD
FOR APPROVAL ONLY
SIGNATURE:
DATE:
BILL OF MATERIALS
NOTES:
1. ALL 54" PIPE IS SOLID, ALUMINIZED(T2, 14 GA. , 23" X �"
CORRUGATION.
2. ALL 36" & 15' PIPE IS SOLID, ALUNIINIZED7T2, 16 GA., 2j" X
'-CORRUGATION.
3. DASHED L114E INDICATES WELD.
4. ALL REINFORCEMENT SHALL MEET ASTM A998.
5. REFER TO PAGES 4-9 OF 10 FOR INSTALLATION NOTES.
MARK
DESCRIPTION
NO. REQUIRED
E
TRASH RACK FOR WEIR PLATE
1
B
54" DOUBLE ELBOW
1
C
54" ELBOW TEE
1
D
54" PIPE (23'-0' LENGTH) WITH 36" RISER WITH LADDER
1
E
54" PIPE (21'4' LENGTH) WITH BULKHEAD, 2 EA 15" STUBS, 2EA 36" RISERS WITH
LADDERS & A WEIR PLATE
1
1
54" PIPE (23'-0" LENGTH)
3
2
64" PIPE (2l'-0" LENGTH)
2
FOR APPROVAL ONLY
SIGNATURE:
DATE:
54" CONNECTION BAND
9
HnP
(RIGID VMT.)
HamN.
(FLEX PVMT,)
FILTER FABRIC
(WHEN SPECIFIED)
MIN. 30 MIL IMPERMEABLE LINER OVER TOP OF PIPE
(IF REQUIRED) ( T
S
X SUITABLE I I 1 1
FOUNDATION C
TYPICAL CROSS SECTION
ANCHOR LUGS
t/ \
1. ALL CORRUGATED ME FAT. PIPE (CMP) SHALL BE THE DIAMETER, CORRUGATION SIZE, AND GAUGE SPECIFIED ON THE PLANS. CORRUGATED STEEL PIPE WITH A
y��
U
METALLIC COATING SHALL CONFORM TO AASHTO M36 AND/OR ASTM A760. CORRUGATED STEEL PIPE WITH A POLYMER COATING SHALL ND STUBS R AASHTO
M245 AND/OR ASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORM TO AASHTO Nn96 AN U/OR ASTM 8745. ALL RISERS AND STUBS ARE
\ ,
Q
>
Z
16 GAUGE WITH A 2Y," X %" CORRUGATION UNLESS OTHERWISE NOTED. FITTINGS SHALL MEET THE MINIMUM DESIGN REQUIREMENTS OF ASTPA A998 FOR THE
H
^
BURIAL DEPTH SHOWN ON THE PLANS.
SLIP RING
> =1
H
0
W
2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR AGENT TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH
CC Z
W Z) rn <
(1)
REGULATIONS; AND OBTAIN THE NECESSARY APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD
00
AUTHORITIES.
d(L
C) 0 W
LU Q
a-
3. THE CONTRACTOR SHALL BE ADVISED THAT CORRUGATED METAL PIPE IS FLEXIBLE AND THEREFORE DERIVES STRUCTURAL STABILITY FROM THE STRENGTH AND
RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES IHEABILITY OF THE FLEXIBLE PIPE
W F O
TO WITHSTAND ANTICIPATED LOADS.
>
- 2 �
LtiZ
4. PIPE BEDDING AND EMBEDMENT SHALL BE SELECT GRANULAR MATERIALS MEETING THE REQUIREMENTS OF AASHTO M145 FORA-1, A-2 AND A-3
W
CLASSIFICATIONS. WELL -GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, HOCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS.
ED d-
W
APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILLED WITH A CLEAN, OPEN -GRADED, ANGULAR STONE
Q Ln
Z
WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2INCHES. OPEN -GRADED EMBEDMENT MATERIALS REQUIRE THE USE OFA FILTER FABRICTO ELIMINATETHE
Q
J
POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS.
5. ALLCMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDATIONS, ASTM A799 FOR
CORRUGATED STEEL PIPE OR ASTM B788 FOR CORRUGATED ALUMINUM ALLOY PIPE, AND/OR SECTION 26 OF THE AASHTO LRFD BRIDGE CONSTRUCTION
MAINLINE PIPE
SPECIFICATIONS. IN GENERAL, BEDDING SHALL BEA MINIMUM OF 41NCHES IN DEPTH AND LEFT LOOSELY PLACED UNDERAND ROUGHLY SHAPED TO -THE
MIDDLE-THiRD OF THE PIPE SPAN, AND THE EMBEDMENT SHALL BE INSTALLED IN LOOSE LIFTS NOT EXCEEDING 81NCHES AND COMPACTED TO A MINIMUM 90%
AASHTO T99 STANDARD PROCTOR DENSITY. EMBEDMENT SHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFERENTIALOF 24
INCHES OR ONE-THIRD OF THE PIPE DIAMETER, WHICHEVER IS LESS. SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE A MINIMUM DISTANCE OF
ONE -EIGHTH THE DIAMETER OR 12 INCHES, WHICHEVER 15 GREATER.
6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH THE FOLLOWING INSTRUCTIONS TO ACCOUNTFORTHE PRESENCE
OF MANIFOLDS AND PARALLELPIPE RUNS: THE BACKFILL OPERATION SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF THE MANIFOLD AND
ALONGSIDETHE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKFILL OPERATION SHALL PROGRESS IN THE DIRECTION OFTHE PIPE RUNS AND
TOWARDS THE OPPOSITE MANIFOLD, WHERE CARE IS AGAIN TAKEN TO ENSURE THE BACKFILLING IS DONE EVENLY. PERIMETER BACKFILL MUST BE BROUGHT UP
EVENLYAS WELL, AND EXTENDED HORIZONTALLYTO STABLE AND/OR UNDISTURBED TRENCH WALLS. SPECIAL CARE SHALL BE TAKEN TO ENSURE THE HAUNCH
W
O
REGIONS OF THE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE HAUNCH REGIONS OF THE MANIFOLD BETWEEN STUBS IS MORE
j
O
.M
CHALLENGING AND WILL REQUIRE ADDITIONAL CARE.
Z
`= m
7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTILA MINIMUM OF 12 INCHES OF COVER HAS BEEN ESTABLISHED, AT WHICH TIME ONLY WALK -BEHIND
m
O
COMPACTION EQUIPMENFAND SMALL SPREADING EQUIPMENT MAY BE. USED. EXCAVATORS MUST BE LOCATED OFF THE BED, AND DUMP TRUCKS SHAH NO"(
DUMP STONE DIRECTLY ON TO THE BED.
s
a
°
once:
8. PROVIDE MINIMUM 30 MIL IMPERMEABLE LINER DRAPED OVER TOP HALF OF PIPE (LATERALS AND MANIFOLDS) TO PREVENTANY PARKING LOT SEEPAGE FROM
ENTERING THE TOP HALF OF THE PIPE., BUT ALLOWING DRAINAGE BETWEEN PIPES. LINER REQUIRES MINIMUM 2" BACKFILL CUSHION AROUND PIPE.
8 OF 10
BEDDING
6"
DIAMETER
(In)
acin Standard S
P 9
HMIn
(it)
S (B)
C (ft)
X (ft)
24"
1.0
3.0
2.0
1.00
30"
1.25
3,75
2.0
1.00
36,
1.5
4.5
1 2.0
1.00
42'
1.75
5.25
2.0
1.00
48"
2.0
6.0
2.0
1.00
54,
2.25
6.76
2U
1.00
60"
2.5
7.5
2.0
1.00
66,
2.75
13.25
2.0
1.00
72"
3.0
9.0
2.0
1.00
78,
3.0
9.5
2.0
1.00
84"
3.0
10.0
2.0
1.00
90,
3.0
10.5
2.0
1.00
96"
3.0
11.0
2.0
1.00
102'
3.0
11.5
2.0
1,25
108"
3.0
12.0
2.0 1
1.25
114'
3.0
12.5
2.0
1.25
120'
3.0
13.0
2.0
1.25
126,
3.0
13.5
2.0
1.50
132"
3.0
14.0
2.0
1.50
138,
30
14.5
2.0
150
144"
3.0
15.0
2.0
1.50
.
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PROTECT THE ROADWAY FROM FLOODING
OR DAMAGE
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r-1`s r" -r LIMITS OF DISTURBANCE
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5:3 •3 ,:,.. r34.rt.10f:;;~ f..,)s.. ,'...<...i r' , , OF RESERVE DRAIN FIELD ,;; ............
County of Albemarle
Conservation Plan Checklist —To be placed on Landscape Plans
(Handbook, pp 111-284-111-297 for complete specifications)
1. The following items shalllbe shown on the plan
® Trees to be saved;
RI Limits of clearing (outside dripline of trees lobe saved);
�i Location and type o€protective fencing;
Grade changes requiring tree wells or walls;
(N/A)RI Proposed trenching or tunneling beyond the limits of clearing.
2. Markings
WJ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
® No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre-Coustruction Conference-
0 'free preservation and protection treasures shalt be reviewed with the contractor on site.
4. C: ui anentOperation and Storage.
CAI heavy equipment, vehicular traffic and storage of construction materials including soil shall not be pennitted within the driplines of trces
to be saved.
S. Solt Erosian and Stormwater Detention Devices:
�I Such devices shall not adversely affect trees tube saved.
6. Fires:
Fires arc not permitted, within 100 feet of the dripline of trees to be, saved.
7. Toxic Materials:
R) Toxic materials shall not be stored within 100 feet of the dripline of trees to be, saved.
8. Protective ltencln
0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
® Fencing shall be in place and shall be inspected and approved by a County hnspector prior to grading or construction.
9. Tree wells.
® When the ground level must be raised within the dripline o€ 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 shalt be provided; and a construction detail
submitted for approval.
11. 'Trenahin artd'runnelin
FI When trenching is required within the limits a€clearing,, it shall be done as far away from the trunks of trees us possible. Tunneling
under a large tree shalt be considered as an alternative when it is anticipated that necessary trenching will destroy feetfer roots.
12. Cleanup:
i) Protective fencing shall be the last items removed during the final cleanup.
13. Damaed Trees:
® Damaged trees shall be treated immediately by pruning, fertilization Or other methods recommended 'ay a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILTTY'TO CONFER )V ITFI THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
09/08/2021
TE
' _._ ✓ . ✓ r.1.5,. }.
cOyIRAGTPURCaa R SIGNATURE (DATE)
)
51 / 6 L of 1
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51 ,
522
PROPOSED BUILDING
FFE = 522.50
EUROPEAN `' HEIGHT: 26-6"
HORNBEAM,
>i; ..... TYP.
as ,✓
PLANT SCHEDULE
TYPE
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY SF
TOTAL CANOPY
SHADE TREES
9
"FASTIGIATE" CULTIVAR HORNBEAM
EUROPEAN HORNBEAM
2.5" CAL.
B&B
234
2,106
FLOWERING TREES
10
CORNIUS FLORIDA
EASTERN DOGWOOD
6'-8' HT.
B&B
124
1,240
FLOWERING TREES
4
GINKGO BILOBA
"PRINCETON SENTRY
"PRINCETON SENTRY"
GINKGO
2.5" CAL.
B&B
17
68
SHRUBS
50
JASMINUM NUDIFLORUM
WINTER JASMIN
24" HT./SPRD
CONTAINER
10
500
3,914 SF
LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS
* per Albemarle County ARB DESIGN GUIDELINES
STREET
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
LF - 54 LF (WOODS
1 LG TREE PER 35 LF
8 LARGE TREES
IVY ROAD
TO REMAIN) = 238 LF
T
WITH INTERSPERSED
238/35 = 6.8
7 LARGE TREES
7 FLOWERING TREES
FLOWERING TREES
LANDSCAPING OF PARKING AREAS
* per Albemarle County ARB DESIGN GUIDELINES
REQUIREMENT
PARKING LOT SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 LG. SHADE TREE PER 10
36 PARKING SPACES
36/10 = 3.6
4 LG. OR SHADE TREES
4 LARGE SHADE TREES
PARKING SPACES
INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT
PARKING LOT AREA
CALCULATIONS
REQUIRED
PROVIDED
685 SF (PLANTINGS IN
5% GROSS PARKING AREA
13,403 SF
13,403 x .05 = 671 SF
671 SF
PARKING LOT ISLAND
AREAS)
TREE COVER
CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
0.87 AC (GROSS SITE
0.87 AC x .1 = 0.087 AC
3,414 SF PROPOSED +
AREA)
10% COVER
= 3,789.2 SF
3,790 SF
3,203 SF EXISTING TO
REMAIN = 6,617 SF
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 SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;
THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
,� .•„„, '"•,%ice,
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STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION
,. ,�
r
TO POSTS(PRE-WEATHERED WOOD
... �Nmxs:'".'
�ii.
TIC), AT LEAST
GALVANIZED STEEL IRON OR THICK PVC PLASTIC),
•
r ,
40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO
GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL
CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE
Il.a
e"
.,
FENCE AS A TREE PROTECTION FENCE
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DATE
12-30-2020
DRAWN BY
A. FONTAINE
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
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NOTES:
LIGHTING CALCULATION COMPLETED USING LLF OF 1.0
POLES TO BE SELUX #AT64-161-BK (FACTORING IN 2- BASE)
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE FULL CUTOFF LUMINAIRE
AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM
ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR
RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLE.
ALL WALL FIXTURES TO BE DOWN -LIGHT ONLY FIXTURES
Luminaire Schedule
Symbol
Qty
Label
Lum. Lumens
MANUFAC.
Arrangement
Description
SH(�)
1
SH
11030
SELUX
SINGLE
AST2-R4-1-5G1400-30-18-BK-UNV-HS (181 MH)
Be
7
B
1156
SELUX
SINGLE
IBL-3.5-2Q180-30-BK-UNV
SO
I
S
11030
SELUX
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DATE
12-30-2020
DRAWN By
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DESIGNED BY
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Dote: ----.--..----..-... Customer: -- ----------------- ------- ------------- ---- __________________________ ------,----- — - - - - - - - - --- - - - -- - ------------------- Date: _ ................. ..-,... Customer: -- ------- _________ - - ---------- --- ---------------------- �-------------...------------------------ Ili* ,. �,*O, N
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Model Watts Delivered lumens LED lumens CRI Color"T Voltage IBL 10 # - 4
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Specifications The LED board is sealed with a Finish ."... �.. ......N,......._� (7) V
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clear tempered glass lens to ensure :�:�:�:�]��������������.����������i�����]����������]�� 71 ..., 11 .. .... --l-.", ....... ,__ - aw�: **.-"'�i��ii::�:::::::i�:ii:�.� ... r"I C
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Cylindrical housing made of extruded ,,l .. i . -.:.:.,:...:.:..�:.:":i.i.::i:i:i:��.:i:i:i:i,�iii,5::5::��.,i::- I - " lsz:$::;,;;::�i;i�:.-.-.
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Fixture canopy mode of die-cast aluminum =I Thomas Harris & Co., 111C. LLJ = 4.�
durable finish 1�1' ', W,H White = .-
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LED module mounted on an aluminum Integrated dimmable driver 8505 Bell Creek Road, Suite B , �� ,
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heat sink to maximize heat dissipation . ::;11 -L' i< �: 1" 3: < <
JA8 certified Order example Mechanicsville, VA 23.116 ]]]il 0 U. _S?
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Cylinder comes With 3 optical options: ENERGY STAR certified i, �,`P,;V AL �_ - -A --`.-�K - i���i��I.-�..?�ilsi��i !q �il� 0 0 0
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. Bright aluminum reflector that provides ADA Compliant LEDWALL-A LED cylinder in a black finish ��� ". - .1 -..? a- a-
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a 45' beam spread Suitable for wet locations I - /? . Z � ...... :: ..1. q uJ " C:) M
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Frosted glass lens to allow a wider Refer to website for dimmer compatibility - - : I/
Other Color"T and Finishes available. but *X�i�:� _-_. i. x
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light only version ... ]]:i-I . - . . I . NetWeight (351� � ' 0 0 0 U)
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Compatible with TRIAC, ELV and ,W order Code: AST2 - ____._ - 0 4 Z) 0 U U U
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0-10 V dirnmers - BK - T30 - (J GJ 1714 F_ I— Z 2:
Pole Order Code: AT .... . .... * --- --- -- . ...................... ---. > ko 0 7- 7- Z
IBL - 3,5 . 2QI80 - 30 - BK - UNV L- Specifications Series Height �i *n'*:j s** *h* Options M < Iq Jll =) 2: 2
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1. Fixture Housing - Die cost low -copper 8. High Power Option - (not shown) 100'% 5 Year Limited LED Luminaire Warranty - ... A.S.T.2 ______ Series ASTI MPi�$ 0 01 - 0 0 U U U
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. - corrosion resistance in marine Pnv;ronrnents. package. original purchaser that the inula Ballard I-ED r r
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: :1�i�!��I�!�!�! : '.6W.15771n) 14.1W/11561rin 14.1yV/854lun f IWA � &S'A,1168iln) 27.21,`r/2_)16,,h 27.2W/2246i.,-, bi -name LEDs, available in 2700K, 3000K, .......... � ........................ 32IN134441h, 49V,1iS047In, 64A1/6*3;6:m 9iWi674QI,.,
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I Pole Order Code: A115.4 ..... - _16 ----------- - RIK— . . ............................................. ..... T30 ..... 1. Luminaire Cover - Die-cast aluminum cover 7. Power Cord - (not shown) Pre -installed at 5 Year Limited LED Luminaire Warranty - Factory Programming: Consult Factory mode from iow-cof:i .3 factory. Pleose Specify power cord length, in ac- SeIuK offers a 5 Year Linnitif(I Warranty to the Illl— < LU
Series Height Finish Options mode from low-coppef alloy, designed to ensure factory. Please .specify povvu Cord lQngt.h, in ac- SeluK offers a 5 Year Limited Warranty to the . pet alloy, de igned to ensure T 11 P-4
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AST2 -------- Series ASTI !�! , optimal thermal management for extra long life cordance to height of the pole. Add two (2) feet original purchaser that the Trigo LED luminaire 1Z optimal thermal managernent for extra long life corclance to height of the pole. Add two (2) feet ,e free frorn defects it,. ,noterial and 2:
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A,t,o' :RM General Pole 11. � ears from date
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2. LED Array - (not shown) High Nux LEDs of shipment. This lifni ted warranty covers 'he Example Only—,,, 2. LED Array - (not Shown) High flux LED!; ofshipment. This lifnited worrrinty covers the Q�
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_ . ality Polyester Powder Coating. All Selux operated according to Selux instructions. For >
Tyre it �� -lypeV -fypeV �yp�. V num heat sink for nioximurn LED perfOrmance high quality Polyester Powder Coating. All Selux operated accoHing to Selux instructions. For nurn heat sink for rnoximuni '!-ED plerformance high qu,
- - - - - - - -------------------- . - ,once'A.-step binning for lurninaires and poles are finished in'our riger details, see "Selux Tel ms and Condition of Sale." arid life. CCT tolerance'/A-step binning for luminaires and poles ore finished in ourTiger details, see "Selux Terms and Condition of Sale."
. .. _ - - ---- ------------------------ - ------- - ------ - - -- - ----------------------------- - - - - - -- - -- - ----------------------- and life. CCT tole , - . < I
, 2700K, 3000'K, and 4000K. CRI rnininiurn 80. Drylac certified facility and undergo a five
--- `l_.._____.___._.________ Mounting IA 2 W 2700K, 3000K, and 4000K. CRI nnininnurn 80. Drylac cet tified facility and undergo a five -::: -, 1 1 . i'l—
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= . ht engine can be .removed easily stage intensive pretreatment process where Listings and Ratings: Lurninaire and LED tested - , In Z �
......... Mount modn� for future upgrade. LED light engine provides a product is thoroughly cleaned, phosphated and to IP66 and 1ESNIA L.M -79-08 standards. LED Overall - for future Upgr0de. LED light engine provides a product is thoroughly cleaned, phosphated and to IP66 and !ES -:',.'A LM -79-08 starickIrds. LED 11--,"ll"'ll Z D
................................................................................................................................................ � ................................................................................................................................ ' % at 50,000 sealed. Selux powder coated products provide tested to LMI-80 standards. Luminaire and LED =)
Light Engine 50350 5G530 5G700 5GI050 ��S.. 14 ,01�!Ni$i�ii `KCCT reported lumen maintenance of 93% at 50,000 sealed. Selux powder coated products provide tested to U14-80 standards. Lurninaire and LED --l- Pole - __ . J__ reported lumen maintenance of 93 i ty resl5tonce cis ,,-vell tested at 25'C ambient temperature. 0 U
5GI400 . 'o�leu R: 1.1,lb,1:d- 500u ::, — hours. 1.70 calrulcled gloater than 100,000 excellent Salt and hurnidil U_
1 -ed greater than 100,000 excellent salt find humidity resis:Lurice a5vveli tested at 25'C CIFTIbient terripero:ure. - --- - ,---- -- - - . i .
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52',A11344,11m 49'W/504Y:rn 64WV63.1;6! ... 95V,1,1874 ......1- ..��. hours. 1_70 calculo:
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30 .. 40 '2_,0(iKQ,,J NOOK IDAcipp-1. specifications for coatings from ASTM and PCI.
CCT ,:: .... ....... . L 3. LED Optics - Technical Optics (RI, R2, R3,
................................... 27Q0K 11: , 40fjoK 'F�,�t�,er',CTpl�.o,.e,,i.,,.,,;-,'�,t,,ry 3. LED Optics - Technical Optics (RI, R2, R3, specifications for coc'tings frorn ASTM and PCI. of 45'C. Minimum operating temperature of , (3
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V -1 -------------------- 'F,,,t�'..�,,tif.g�s,t�.ev;l�-i,iqilt,?.. light pattern acrylic lens holder to secure (BK), Serni-Matte Black (BL), Bronze (BZ), light pattern acrylic lens holder to secure k'BK), Serni-Matte Black (BL), Bronze (BZ), NRTL Listed (Le, LIL, CSA) V) Q� < 2!
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...... ................ ........ XXI Em For propriet ' opriet( t a i - Visit selux,us for our LED End of Life IQ �_
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BK I �C,_,r,__A,v3'd-,,,b.'e Sensor angular orientation from hand hole O' recycling policy.
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a- 120V 240V 277V 347V 480V :: meets the requirements of 1,166. Driver assembly
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`t Uhrialing H-Lo �li-L. Rotote Rotate House Side 7-pi-NEM.A T,Ms-, Lock �il Hand Hole pole with six, stainless steel, Allen head set
. . -0. 24011, 2RV 1 pole withsix, 5tainless steel, After, head set Location - Type 18 (180'
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c: 3o% 50% (-,,n,t;ltf,,,��,yfnr?('6i�47!4801� �_11
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(1) 1201/ 15A GF0 P,.t.,ted 120V 15A c,FCi pr.te-ted 120V 15A dufAePtle 12FJII 15A,Jupiex,ecep,,ci, .1=1.1:1t,de.p: , ' incire front electrical surge (2OkA). protect lurninaire frOtTl electrical surge (2OkA).
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I-_ - 8505 Bell Creek. Road, Suite B
:E .
(D " ' � . .' Mechanicsville, VA 23116
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1� Seluxco.poration��>2020,T845-834-1400. 600-735-.8927, F845-834-1401, wv,w.sel,jx.us floge I of Q S-2lux Corporatio. C9 2020, T 845-634-1400, 600-735-8927, F 845-634-1401, vv,rvv.selux.us Page. 2 of 12 SeluxC.tp.ration*2020,T845-8�4-1400, 800-735-8927, F845-834-1401, wveve.selux.us Page 3 of 12 Salux Corpoirctron ,I) 2020, T e45-834-1400, 500-735-8927, F 845-834-1401, vvww.seluX.us
�J in a .-ti-l.9 �,f to .ife-h. bes, p-d-t possible, we reserve the right to change, with.-t-tics. specifications .. "..tel,iols th- In od, .pW will not (Re, 12/2f,20) in . hvn,litgsrf. er The 1.1-T -&-t firssibe, ws..,,..6g.hT ,,, �hg" 'Itil-t-tic., sp-Hi�.tol'..., --i.l., th.T in our cipinz-, will n- (Rev. 1212020) 1. .uminuinq eqo,t to-Iff., the b"" P-J-T P-lble. vve-e-ehhenght to ch.hge,.�,it:lout notice. specificotio,�nolenoli; that in our ciplhion will .not (Re, 12002(j) ll, o continuing erfort to offeT the Lest produ�t p-itife, ..,.-,,, lhelright- �hge, witirlout notice,.specaricutions or-olerials that in ourol wit: nor (Re,. 1212020)
'
i , , -de oil oth" pfinted a, .Ith,.;r,e'sis. AS--_SSv1.8
If ` . - d,t, S",ifi.dtion ,i?;-,I f.d .t 1.1-111-1 - the .Ilt I. -It 15ions and I.pe . .
IT offer th. lu-ti,ill of -,he ri,.ddot. S."ifi-ti'j-h-ts found at www,eId, - th� in'st, recent vc-i-sand sur'--l. .1; .the, Printed or el-t-hic io, AS T_SS v1.8 .1t.:t;",f"l,t;",I.tti"�p,.,J,.t.�p-ific�ti.�i,ii,et�fuur�,iutwww.iel-,,�.u�u�-t.l��TI t ��c,,,,,,,,i..i�.,,,J,-,P,,z,,,',.[:�tti�,p;i�,t.d�,,�l�.',,,,,;,-,�,,,�-,�- ASt_SS v1.8 after ch. f-t; of ,he Plod .
CS alter t- fl,![�n of the product. SpecificuTion ,i found at --selo-I d" file 'Ties, "c.enT -5i,ins und super -de oil .th,; P,nteo .. e!ett,.irlic 17 hs. A . _55vl.p .
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2
0-1 jy 42932
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C� 10,
(Q
a) \N�, f4 SHEET NO.
IV
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" V
1� E2. 0
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Alternate the f
Reinforcement
Reinforcement
5RVV Unrr
Overk
Alternate Geogrid Placement on Betwe
Subsequent Geogrid Elevations to Ancho
Eliminate Gaps
Rolled Direction
900 INSIDE CORNER
(Not to Scale)
i
I
I
II
I
Min
1
I
I
ids and Place 3" Soil Fill
5KVV VnlTS
CONVEX CURVE DETAIL
(Not to Scale)
Alternate Reinforcement at Subsequent
Reinforcement E
L.urrLer U1111
Secure with Concrete Adhesive
(Alternate Every Other Course)
900 OUTSIDE CORNER
(Not to Scale)
SRW Units
.�°
Concrete Lintel Formed in SRW Units Over Storm Pipe
Upper 2" of Grouted Cells
I;a�aF xH4u,„°e°A"
u
"p°
,; ;e-0x Extend Min 24" Each Side of Pipe Opening Into Grout SRW Units
Fill w/ VDOT No. 57 Stone
1d a
AA
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�a��Ke�; Reinforced F,I!
To Maintain SRW Interlock
T
ga / '
1.
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t> >`
a"F�<' I Min 6 Thick Grout SRWUnitAbove No 4 Rebar
Grout Fill All Cells .
' }'
P ° ; . / ; r ✓;'
3,000 psi Concrete 1
i : ..
< ° A.. < �a : ` .. , ; .' :, %.:/, , ' ./,.. ; /., . ... ,.
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2" Deep V Notch (Sawcut) w/ Two (2) No 4 Rebar (Grade 60) - Continuous
r Saar ' , 1.w r e Q p q,
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Grout Entire SRW Unit
°��I
=! = =`' -= - _ .. _ _ _ . _ _
Below No. 4 Rebar
° =Aaa
VDOT No. 57 Stone
WALL WITH PIPE PENETRATION
(Not to Scale)
's!/ :
/
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,.,/
ellll
,
:, Filter Fabric ;,
>I'll ,'
/ f -1 /!/// / f
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f ff `t`ff f" 'F f,
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1>>' '.'1 <ASe<kKk<` .Rk
f
f f.:' -U21, F IR
:
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--L+ SRW Unit
Ex. Structure At Abutment, Alternate Full Unit
with Half Unit Every Other Course.
Do Not Attach to Structure.
WALL ABUTMENT DETAIL
(Not to Scale)
Sleeve -It 501
Fence -Post Anchor System
Storm Drain Pipe
42" Tall Fence or Handrail Post
-Sleeve-It 5D1 Fence -Post
Anchor System - Top Dia. 7.4"
Grout Fill After Post Installation
w/ Min 3.000 bsi Grout
- Bottom Dia. 9.4"
Filter Fabric - 4 FT Wide
Mirafi 14ON or Equivalent
[I -
Cantilever Base 30.6"L x 15.3"W
23.411
12" Soil Cover
Reinforced Fill
SLEEVE -IT FENCE POST DETAIL
(Not to Scale) Optional f
Note: Shrubs can be planted behind the wall.
The top geogrid layer can be cut using a utility knife
for placement of the root bulbs.
() ILi i i l
No. OH
sf` I i Bit
�.
,
Cap Unit
Adhere to Top Unit
w/ Concrete Adhesive
SRW Units
Drainage Aggregate -
Min 12" No. 57 Stone
Reinforced Fill ��
Compacted Granular Soil
Cut Geogrid
Around Marsha!
l ��< 11 r s> 3i }.. r
i
. '>i v : a ,.1. °`m°'°bsJ A�vll I
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3/8" W Anchor Diamond Pro Units '>�
s.
..
Wall Drain Pro (Weephole) at Max. 40' O.C.
Drain to Daylight
WALL DRAIN PRO DETAIL
(Not to Scale) DRAWING INDEX
Ivy Proper Sheet
Albemarle County, Virginia 1 Site Plan
1411 _ CIRCEO GEOTECH 2 General Notes/ Design Parameters
0 Circeo
�=, 5956 Buckland Mill Road 3-4 SRW Details
s°' - � Geotechnical
, s lsit R>, Engineering: P.C. Roanoke, Virginia 24019 5 General Notes - SRW Units w/ Soil Nails
. # ��� > Phone: (540) 366-2379 6 Details - Temporary Shoring w/ Tecco
4.I� 7 Wall A - 5ta. 0 to 5ta. 130
Scale: N/A 8 Wall B - Sta. 0 to 5ta. 48
` Date: 10/13/21 Project No. RW-2680 Wall C - Sta. 0 to Sta. 37.5
Revision: 11/18/21 Sheet 3 of 8
Filter Fabric - 4 FT Wide
Mirafi 14ON or Equivalent GENERAL NOTES:
-\ F A- Geogrid Reinforcement 1 0 STRIP VEGETATIVE AND ORGANIC SOIL FROM THE WALL
Retained Soil
Compact to Min 95%
Standard Proctor -7 -11
�fad, f r roams :,.gems J>e,ms ' awga wow.
f f f ' '' Place Geogrid Under or Over Pipe
f f !
I.
f f' ` (Min 3" Soil Cover}
GEOGRID AT STORM DRAIN DETAIL
Scale: 1" = 40 FT
pmMmiFIX"
SITE PLAN 0 2040
Anchor Diamond Pro Segmental Retaining Walls
Ivy Proper
Albemarle County, Virginia
Site Plan Adapted From The Grading Plan, Sheet No. C5,0,
Dated December 30, 2020 (Rev. 3/16/21), Prepared By Timmons Group.
Site Plan For Illustrative Purpose. Approx. Scale: 1" = 40 FT
AND GEOGRID ALIGNMENT.
2.0 BENCH CUT ALL EXCAVATED SLOPES.
3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN
ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL
ENGINEER TO REMOVE UNSUITABLE SOIL.
4.0 CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE
AND PROVIDE EXCAVATION SUPPORT IF NEEDED.
5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION
SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS,
6.0 LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL,
OR COMBINATION AND SHALL BE A MINIMUM 6-INCH THICK
LAYER WITH A MINIMUM WIDTH OF 24 INCHES.
7.0 A 4-INCH-DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED
(Not to Scale)
BEHIND THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT
THE BASE OF THE WALL (40 FEET ON CENTER) AND EXTEND BEYOND
a
THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL).
.I
�
...
8.0 DRAINAGE AGGREGATE AND UNIT (CORE) FILL SHALL CONSIST OF
�
i• i
`
`
? Manhole
CLEAN ANGULAR GRAVEL (VDOT NO. 57 STONE), MEETING THE FOLLOWING
a
s;1.
111-11.
GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422.
..,
g , ;t. ,.:;I.
I' . ` ;r
Use All No. 57 Stone
`'
`' ` In Reinforced Zone
%% �
o
SIEVE SIZE PERCENTAGE PASSING
Around Storm Structure
;,
U
1-1/2 INCH 100
t" ''d
i C
L_
1 INCH 95-100
<<:,
N
`' Min 24°
' -2
1/2 INCH 25 - 60
1 ht�
o
a
NO. 4 0-10
11
cx
NO. 8 0-5
s
t=
77
1
f ':
9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED
t
) P s ;,
°
BACKFILL FOR THE REQUIRED GEOGRID LENGTH (GL) IN THE
R i „ ,
l ,; ^; ,
Min 24"
" f
TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE)
t
-11
NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE
PLACED WITHIN ONE INCH OF THE FRONT FACE OF
I K'Al
"
-1. r r
„,
%;` ;f,°.', ;�f�f f' f f f f f ,
4r 4
F f f ' f.fxf., - E.ftf.... - f f f . f`` f`< f<< "
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0, '"
a;:
THE UNIT BELOW AND EXTEND HORIZONTALLY
.t:° : ..� �.°a.e•`.'.
:• `
COMPACTED I
OVER OM ED FILL.
f .'<
'':':''
10.0 ANCHOR DIAMOND PRO UNITS MOLDED DIMENSIONS
GEOGRID AROUND MANHOLE
SHALL BE 8 INCHES HIGH BY 18 INCHES LONG BY
12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN
(Not to Scale)
+ 1/8 INCH IN ANY DIMENSION.
11.0 A 1-INCH SETBACK PER UNIT (REAR LIP) SHALL BE MAINTAINED FOR
Ivy Proper
1.' " "
Albemarle County,Vir Virginia
PROPER BATTER (I.E. 7 DEGREE CANT FROM VERTICAL),
e'5-,
.
12.0 GEOGRTDS SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE
CIRCEO GEOTECH
�%
��
Circeo
-
5956 Buckland Mill Road
OF THE UNITS AND GEOGRIDS PULLED TIGHT (AFTER PLACEMENT
'. ,
Ul(s L . C3 (' s
= ;Geotechnical
Engineering, P.C.
Roanoke, Virginia 24019
OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK
eta. 1.
E=z�.
;�
Phone: (540) 366-2379
AND TO INTEGRATE GEOGRTDS AND UNITS.
<, / t�/ � (
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`z""
13.0 FIELD ADJUSTMENTS OF BLOCK ALIGNMENT MAY BE MADE
ON NON -REINFORCEMENT LAYERS WITH THE USE OF SHIMS
Scale:
N/A
�' A j r
`'4 O L
Project No.
RW-2680
OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK BY
Date:
10/13/21
Revision:
11/18/21
1 Sheet
4 of 8
•'0
A MAXIMUM OF 1/4 INCH VERTICAL HEIGHT.
` .. Reinforced Fill
:. _,; ! 4" pin. Drain Pipe Granular or Low Plasticity Soil
Compacted BackfLll 1.
(See Drain Detail) Compact To Min 95% Standard
`Stone Leveling Pad ' f f �L Proctor Density
Crushed Stone or Sand f f-�"`"�, ` ,
i /:, '. /:i See Wall Prof+le ' ' ` /"",.
6" Min Thick x 24" Wide i / , 'I. r ' '
TYPICAL RETAINING WALL CROSS SECTION
(Not to Scale;
•,r - 12-1/211
'/
r1 4 f, x ,
0:"'.'1D" Iy, ,,
z t , � , � I'll, � � ..H
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:.. ,h
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12" /I�fly� {�{s��:
Straight
Rear Lip Split Face
I.-.0 18" i... 1" Setback
1
F 1 I
8" I I 841
8-1/21'
i , I
I 1
I I t
ANCHOR DIAMOND PRO UNIT
(Not to Scale)
Ivy Proper
,a Albemarle County, Virginia
�' CIRCEO GEOTECH
.. Circeo
il
.�,✓/ 5956 Buckland Mill Road
Geotechnical Roanoke, Vir Imo 24019
` r wca,a °` En Inoerinc P.C. 9
iJ?14x Phone: (540) 366-2379
ie'il
w Scale: 1" = 40 FT
t� tr':�' Project No. RW-2680
�' .I Date: 10/13/21
Revision: 11/18/21 Sheet 1 of 8
14.0 REINFORCED FILL SHALL CONSIST OF GRANULAR SOIL FILL
WITH USCS SOIL TYPES GP, GW, GM, GC, 5W, SP, SM OR SC
WITH A MINIMUM ANGLE OF INTERNAL FRICTION, Ip' , OF 30 DEGREES
AS OUTLINED IN DESIGN PARAMETERS - NOTE 5,
LOW PLASTICITY CLAYEY SAND (SC), SILT OR CLAY (ML-CL) CAN BE USED
SUBJECT TO APPROVAL BY THE GEOTECHNICAL ENGINEER.
MAXIMUM PARTICLE SHALL BE LIMITED TO 4 INCHES IN DIAMETER.
THE FINE FRACTION (MINUS NO. 40 SIEVE) SHALL HAVE A MAXIMUM
LIQUID LIMIT (LL) OF 40 AND A MAXIMUM PLASTICITY INDEX (PI)
OF 20. THE BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATTER.
HIGHLY EXPANSIVE SOILS (MH-CH) SHALL NOT BE USED IN THE
REINFORCED FILL ZONE.
15.0 REINFORCED FILL SHALL BE PLACED IN 8-TNCH LIFTS AND
COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD
PROCTOR DENSITY (ASTM D-698) AND WITHIN + 3 PERCENTAGE
POINTS OF OPTIMUM MOISTURE CONTENT. COMPACTION TE5T5 SHALL
BE PERFORMED AS THE WALL IS INSTALLED. COMPACTION WITHIN
3 FEET OF THE WALL SHALL BE LIMITED TO HAND -OPERATED EQUIPMENT.
16.0 A VIBRATORY PLATE TAMPER SHALL BE USED TO DENSIFY
NO. 57 STONE. COMPACTION TESTS CAN BE WAIVED
WHERE NO. 57 STONE IS USED AS REINFORCED FILL.
17.0 CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE
RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID
WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION.
18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT,
OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL IS COMPLETE
19.0 IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL
LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN
T D PARAMETERS, T RS THE CONTRACTOR MUST CONTACT THE ALL DE
SIGN
ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL,
20.0 DETAIL FOR HANDRAIL POSTS AT THE TOP OF THE WALL IS PROVIDED
FOR PLACEMENT OF POSTS BEHIND THE WALL.
"pen Cells
'illed With Stone)
=illed With Stone)
1" Setbacl
()111 1 ___ I --� 1" Rear Lip
Anchor Bar
UNIT CONNECTION DETAIL
(Not to Scale)
DESIGN PARAMETERS:
1 BUILDING CODES: 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC)
AND 2015 INTERNATIONAL BUILDING CODE (IBC).
2 THE WALL PROFILES ARE BASED ON THE GRADING PLAN, SHEET NO. C5.0,
DATED DECEMBER 30, 2020 (REV. 3/16/21), PREPARED BY TIMMONS GROUP.
3 WALL DETAILS SHOWN ON THIS PLAN ARE FOR ANCHOR DIAMOND PRO
SEGMENTAL RETAINING WALL (SRW) UNITS MEETING THE NATIONAL
CONCRETE MASONRY ASSOCIATION (NCMA) CRITERIA FOR SRW WALL SYSTEMS.
4 ENGINEERING ANALYSIS BASED ON USE OF STRATAGRID 5GU60 AND SGU80
GEOGRID5. OTHER COMPATIBLE GEOGRIbS MAY BE SUBSTITUTED
WITH THE APPROVAL OF THE WALL DESIGN ENGINEER.
5 THE DESIGN OF THE SEGMENTAL RETAINING WALL (5RW)
A55UMES THE FOLLOWING PARAMETERS:
,j(m, Moist FRICTION
SOIL SOIL UNIT WEIGHT ANGLE COHESION
CONDITIONS Type (PCF) (0, (DEG) (PSF)
REINFORCED FILL Granular or Low Plasticity Soil 120 30 0
RETAINED SOIL SC-CL, SM-ML 120 30 0
FOUNDATION SOIL SC-CL, 5M-ML 120 30 250
6 SOIL STRENGTH PARAMETERS ARE BASED ON USE OF GRANULAR OR LOW
PLASTICITY SOIL IN THE REINFORCED FILL ZONE. ALL SOIL FILL SHALL BE
PLACED IN MAXIMUM 8-INCH LIFTS AND EACH LIFT 15 COMPACTED TO
A MINIMUM OF 95% OF MAX.5 A , AND
WITHIN + 3 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT,
USING PORTABLE COMPACTION EQUIPMENT.
DO NOT USE HIGH PLASTICITY CLAY (CH-MH), ROOTS OR TOPSOIL IN REINFORCES
D. ZONE. ANY SOFT, SATURATED SOIL ENCOUNTERED IN 5UBGRADE SHALL BE
UNDERCUT AND REPLACED WITH CRUSHED STONE TO STABILIZE THE
FOUNDATION 5UBGRADE OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
WALL A - MAX. WALL HEIGHT = 10.67 FEET (INCLUDING EMBEDMENT)
WALL B - MAX. WALL HEIGHT = 4 FEET (INCLUDING EMBEDMENT)
WALL C - MAX. WALL HEIGHT = 2.67 FEET (INCLUDING EMBEDMENT)
FRONT SLOPE = LEVEL
BACKSLOPE BEHIND THE WALL = LEVEL TO MAX 2H:IV, STEP WITH GRADE
AT TOP A = 100 PS PEDESTRIAN SURCHARGE O OF WALL F
EDE N
MIN FACTOR OF SAFETY (SLIDING) = 1.5
MIN FACTOR OF SAFETY (OVERTURNING) = 2.0
MIN FACTOR OF SAFETY (BEARING CAPACITY) = 2.0
DESIGN SOIL BEARING PRESSURE = 500 PSF TO 2,000 P5F
(SEE NOTE ON WALL PROFILES)
' Ivy Proper
RcO
f'' , Albemarle Coun ,Virginia
CIRCEO GEOTECH
T ... Circeo 5956 Buckland Mill Road
ev g. Geotechnical
s--
¢1 lk _ -' Engineering, P.C. Roanoke, Virginia 24019
' Mgt, t). fd` .-�N Phone: (540) 366-2379
-S� II//al i �" r>
Scale: N/A
xt, r t�k' Date: 10/13/21 Project No. RW-268Q
ry k ...
Revision: 11/18/21 Sheet 2 of 8
3-24-2022 y
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DRAWN BY
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DESIGNED BY
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CHECKED BY
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SCALE
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542 -
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530.33
.540-
- - ---------
-TOW = 530.00
538
TOC -_ 524.33
.536
..
.............
TOW = 524.00
534..
532..
GL = 6 FT ------ ------
E
530..
.
.......
..... ..
....
>......
.
.... ....
..............
526
524--
. . . . . . . . . . . . . . . . .
4'
522 -
Sly4-
520 -
GL 6
518
40
1
0 BOW 522.67
516
514
.c
LU
AO
GL = 6 FT
q = 750 psf
No Surcharge
Soil Nail (Typ,)
Max. 2H:1V Backslope
1. GENERAL NOTEsi 3. MATERIALS
.. .... . ...
F�� _47 -- - ------ --------------------- ...... ........ .... . .....
Min 42" Tall Pedestrian Guard
T-------------- - .-----
-------- - - A SOIL NAIL BARS: ASTM A615 NO. 8 WILLIAMS FORM THREADED BAR,
TOC 530.33 A. - - -- ------ ---- - - ------- - - ----- ------- -- ---- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING PERMISSION AND ALL
H:. - ------- ----
F
- ---- -------
--- - - -- ---- 4- -COATED
PERMITS REQUIRED FOR CONSTRUCTION OF THE TEMPORARY SHORING SYSTEM. GRADE 75, EPDXY
W 530.00 I-TOC:z 530 33
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL DRAINAGE B. NAIL BAR NUT AND WASHER: TYPE MATERIAL AND SIZE COMPATIBLE
..... ...... ....... .............. .... .......
TOW 530.00
TO 528.00 OC 526,33 FEATURES NECESSARY TO MINIMIZE INFILTRATION AND EXCESSIVE WITH SOIL NAIL BAR.
............. .. .. ....... I ....... .....
GL 6 FT
I TOW 526.00 GL 4. RUNOFF IN THE AREA OF THE SLOPES DURING CONSTRUCTION, C. CENTRALIZERS: INSTALL AS NECESSARY TO INSURE A MINIMUM GROUT
5 FT
.... ....... 7 ... . . .... ..............
TOC = 525.67 C, APPROXIMATE LOCATIONS OF EXISTING UTILITIES, FOUNDATIONS, COVER OF 1 INCH AROUND THE NAIL BAR IN THE GROUTED SOIL NAILS.
7_1 .... .. . .... ..............
AND OTHER STRUCTURES IDENTIFIED TO THE ENGINEER ARE D. TECCO SPIKE PLATE: A5TM A36 STEEL BEARING PLATE, I PER SOIL NAIL
....... ....... .... ...... ...... . .... ....... ...... ...... .. ------------- ...... JI ..TOW 525,
&L 6 FT
. ..... SHOWN ON THESE DRAWINGS. THE ENGINEER IS NOT RESPONSIBLE FOR 51ZE: 3/8" THICK X 13" X 7.5" (10 MM X 330 MM X 190 MM)
GL-
FIELD VERIFICATION OF THESE LOCATIONS AND DAMAGE TO IDENTIFIED HOLE DIAMETER: 1,57" (40 MM). SEE DETAIL BELOW.
&L= 6 FT UL 4.!a f- I
0 OR UNIDENTIFIED UTILITIES OR FOUNDATIONS. E. TECCO MESH: HIGH-PERFORMANCE MESH FOR HIGH -TENSILE
6" Thick Stone
D. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL STEEL WIRE FOR SLOPE STABILIZATION.
Z.
linq Fad Leve UTILITIES WITHIN 50 FEET BEHIND THE SOIL NAIL SYSTEM. COORDINATE STEEL WIPE MESH, 665, 3 MM, fy > 256 ksi
BO
W
ed Grade at Bottom of Wall WITHIN 50 FEET BEHIND THE SOIL NAIL SYSTEM. INSIDE CIRCLE DIAMETER OF DIAMOND MESH GRID 2.56 INCHES
Proposed
.4.
Drain Pipe to Daylight 40 FT O.C. (Typical) E. TOPOGRAPHIC INFORMATION ARE PROVIDED BY OTHERS. F. TECCO COMPRESSION CLAWS: TYPE MATERIAL AND SIZE COMPATIBLE
ALL GRADE INFORMATION SHOWN ON THE PLANS HAS BEEN TO SPLICE TECCO MESH.
too 110 117 120 130 EXTRACTED AND INTERPRETED FROM THIS INFORMATION. VERTICAL SPLICE: OVERLAP TWO DIAMOND MESH GRIDS
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE DISCOVERY HORIZONTAL SPLICE: NO OVERLAP REQUIRED.
GL = 6 FT OF ANY ERRORS, OMISSIONS OR DISCREPANCIES AT THE SITE. G. MIRAMESH GR: INSTALL ALONG SLOPE FACE TO PREVENT SOIL EROSION.
GL 4.5 FT I
q = 700 psf q =500 psf 0-1 F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVING ALL APPLICABLE H. GROUT: TYPE I, NON -SHRINK CEMENT OR SAND/CEMENT MIXTURE WITH A
SAFETY LAWS AND REGULATIONS. MIN 28-DAY COMPRE55IVE STRENGTH OF 3,000 P51 PER AA5HTO T106/A5TM C109.
G SAFETY MEASURES SHALL BE IMPLEMENTED TO TRAFF
CI ATER - CLEAN POTABLE WATERAdjust Angle at Inclination (P) .... ..... / I I.__ I TOC:: 534.33
TOC = 534.33TOC BOW 530.00 FEDERAL REGULATIONS FOR FALLPROTECTION, IC BARRIERS, AND
To Avoid Conflict with Property Line or Utilities As Needed BOW 531.33
BOW 530 00 t.; V . OTHER SAFETY CONDITIONS AT THE SITE DURING CONSTRUCTION. 4.0 CONSTRUCTION SEQUENCE
fi1V.524. .. ..... ...
TO 530.33
H. THE OWNER'S TESTING SERVICES REPRESENTATIVE SHALL BE ON-51TE
BOW = 523.33
"-'TW
DURING INSTALLATION OF THE SOIL NAILS AND INSTALLATION A. TRIM VEGETATION AND CUT TREES FLUSH WITH THE SLOPE FACE.
Sta. 46-- 530,.8T
W 531� OF THE TECCO SYSTEM TO VERIFY CONFORMANCE WITH THE TEMPORARY W DO NOT REMOVE TREE STUMPS.
6R
TOC = 529.67
BOW = 528.00
�--Z'=*52j_::- sta. 0
TOC Top of Wall (with Cap Unit)
I
-BOW Bottom of Wall (including embedment)*
Bo
ttom
LEGEND Use Compacted Granular or Low Plasticity Soil
Cap Unit (4" Height) In Reinforced Fill Zone.
Anchor Diamond Pro Units (8" Height x 18" Width) Use All VDOT No. 57 Stone Where Soil Nails Are Specified.
Leveling Pad (Min. 6" Thick x 24!' Wide Stone)
TOC Top of Cap Unit RETAINING WALL A
TOW Top of Wall (Excluding Cop Unit) Sta. 0 to Sta. 130
BOW Bottom of Wall (Including Embedment)
60 StrataGrid SGU60 q) Soil Nail Head (Permanent) Viewed From Front Face of Wall
80 StrataGrid 5GU80 Le.b Soil Nail Embedment (ft) q Design Soil Bearing Pressure (psf)
GL Geogrid Length (ft) 0 4" Drain Pipe to Daylight
Level Backslope To Property Line
WALL B 550
. . ......... . . . ..... .... -------- WALL C
548
. .....
. ... .
......
No Pedestrian Guard Required
....... ......
.............
TOC 529.67
-
......
....
- t
.......
TOC -- ------
53433 J
......
546 -
-----
......
------------
....... -----
----7
TOW 529.33
544.
J:
0
> +
....
......
TOW 534.00
542
I
r -----------
--- --- -----
-------------
.....
.......
---- - -----
>
V)
-------- -----
__- - -
-- -
......
------
-- - - - ----- -
...... ...... .....
. ... .
----- -- --
------ -------
........ I
......
------ ---
Drain Pipe to Daylight
,4-
-
-_----- -_--
-------
----
------
*4#
---4-1
-
j-
5
---
-------
53
............
. -
... --------
C-0
to
532
GL = 4 FT
Lt
6
530
.
61. = 4 FT
. . . . . .
. . .
.
4
528 -
. .. ............ -
526
NZ.: Proposed Grade Thick Stone
6
-BOW = 531.33
524-_
at Bottom of Wall Leveling Pad
522 -
BOW 528.00
BOW 530.00
0
-a
10 13.5
20 30 40 48
LU
Station (ft)
AO
I
GL = 4 FT
q = 500 psf
Use Compacted Granular or Low Plasticity Soil
In Reinforced Fill Zone.
LEGEND
Cap Unit (4" Height)
Anchor Diamond Pro Units (8" Height x 18" Width)
Leveling Pad (Min. 6" Thick x 24" Wide Stone)
TOC
Top of Cap Unit
TOW
Top of Wall (Excluding Cop Unit)
BOW
Bottom of Wall (Including Embedment)
60
'5trataGrid SGV60
GL
Geogrid Lenqth (ft) 0 4" brain Pipe to Day
MVV 044 0 1
5ta 60
SHORING DESIGN.
B.
SCALE SLOPE FACE TO REMOVE ANY LOOSE SOIL, BOULDERS OR
Sta. 54
_TC
2. DESIGN CRITERIA:
C.
OTHER OBVIOUS MATERIAL FROM T HE SLOPE.
VOIDS CREATED BY LOOSENED ROCK OR SOIL BEHIND THE SOIL
to 24
,.
80
.. ...........
A. THE DESIGN OF THE TECCO SLOPE STABILIZATION SYSTEM AND SOIL NAIL
NAIL HEAD AND TECCO PLATE SHALL BE FILLED WITH GROUT.
TOC = 525.67
524.00
SYSTEM WERE BASED ON THE FOLLOWING MINIMUM FACTORS OF SAFETY:
D.
INSTALL SOIL NAILS IN SLOPE FACE TO THE REQUIRED DEPTH.
52'3
A
GLOBAL STABILITY = 1.5
E.
PLACE MIRAME5H GR GEOMAT ALONG THE SLOPE FACE FROM THE CREST
%\-WALL
FACING PUNCHING SHEAR = 1.5
TO THE TOE, CUT AROUND 501L NAILS ARE REQUIRED.
52
NAIL PULLOUT = 2.0
F.
INSTALL TECCO MESH OVER THE GEOMAT AND SOIL NAIL
TOC 530.33
No Pedestrian Guard Re wired
TENSILE STRESS OF STEEL NAILS = 1.5
FROM THE CREST TO THE TOE.
BOW = 523.33
WALL A ............
B. THE 50IL PARAMETERS ARE BASED ON EXPERIENCE WITH THE LOCAL
G.
SECURE ENDS OF TECCO MESH WITH TECCO COMPRESSION
42" Tall Pedestrian Guard Sta. 130:
SOIL CONDITIONS AND ESTIMATED SOIL SHEAR STRENGTH PARAMETERS
CLAWS (I PER DIAMOND MESH GRID).
TOC = 524,33
52N 03
OF SIMILAR SOIL TYPES.
H.
ATTACH TECCO SPIKE PLATE TO SOIL NAIL HEAD AND TORQUE
BOW 522.67
Scale: Ill = 20 FT
C. GROUNDWATER 15 NOT EXPECTED DURING THE EXCAVATION
NUT TO A LOAD OF MIN 7 KIPS TENSILE FORCE (130 FT-1_85 TORQUE)
14
M>>`<,><< 'rs>
ENLARGED SITE PLAN
OR INSTALLATION OF THE SOIL NAIL SYSTEM.
FOP NO. 8 BARS PEP THE MANUFACTURER'S RECOMMENDATIONS,
0 IQ 20
0. DESIGN SOIL SHEAR STRENGTH PARAMETERS:
MOIST 501L UNIT WEIGHT = 120 PCF
157, bi..
_", 1 1 . Spike Plate, Grade A36
............. Galvanized Steel
Ivy Proper
Albemarle County, Virginia
EFFECTIVE INTERNAL FRICTION ANGLE, 300 (UNDISTURBED)
EFFECTIVE COHESION, c' = 250 PSF
4.
7.48" [!j
CIRCEO GEOTECH
TECCO Wire Mesh, _1
GR65
MiroMesh I
Geomat
Prevent Soil Erosi
TECCO Spike P
Per TECCO Sys
Manuf actt
No. 8 Bar, Grade 75,
Epoxy -Coated
wl Nut and Washer
Torque Completed Nail
Min. Tension Force of
5956 Buckland Mill Road E. SOIL NAILS - MINIMUM DRILL HOLE DIAMETER = 4 INCHES.
........... G t hnical R 13"
Engineering, P.C. oanoke, Virginia 24019 NO 8 BARS - INSTALL CENTRALIZERS - 10 FT O.C,MIN
0 0.39
CHAR R� Phone: (540) 366-2379 TWO (2) CENTRALIZERS PER 501L NAIL (GROUT FILLED). MCNAF1 R. CIRC
F
;C', U0
ti� 0
F. EMBEDMENT LENGTH (L) ARE NOTED ON THE WALL PROFILE, o21245
i lit IH- Ill= 10 ft. G. ANGLE OF INCLINATION (FROM HORIZONTAL) = 15 DEGREES,
Scale; 1.1 0"+
V: Ill= 10 ft. Project No. RW-2680 ANGLE SHALL BE ADJUSTED OR OFFSET TO AVOID OBSTRUCTIONS. TECCO SPIKE PLATE DETAIL
�wt 1- MAX 2H:IV
Date 10/13/21 H. BACKSLOPE (Not to Scale)
Revision: 1 11/18/21 Sheet 7 of 8 EQUIVALENT SURCHARGE = 100 PSF, WHERE APPLICABLE
-- - -------- - ------- - ------ - ---------------- - -- - ---- - ---
Max. 2H:1V Backslope �,.of "fes Testing of Production Nails Filter Fabric Min 42" Fence or Handrail lost
Perform Two (2) proof (pullout) tests Place Over Stone
t No Pedestrian Guard Required (I proof test per 20 production nails) Drainage Swale
>
Design Test Load (DTL) =7,000 lbs Cup Unit
TOC = 524.33
BOW = 522.00 TOG = 523.00
BOW
u
521.33
T =
TOC = Top of Wall (with Cap Unit)
BOW = Bottom of Wall (including embedment)*
2 4-
sta 0,
5221
,X A Sta 37.5
4
FFE=522.50V* 9.1
11 2�1
WAL Scale: 1" = 20 FT
No Pedestrian Guard Required
ENLARGED SITE PLAN 0 10 20
Ivy Proper
Albemarle County, Virginia
CIRCEO GEOTECH
Circeo
5956 Buckland Mill Road
Geoteehnical
M
Engineering, P.C, Roanoke, Virginia 24019
Phone: (540) 366-2379
Aft R (ARM a
JH- I"= 10 ft.
Scale V. ill= 10 ft. Project No. RW-2680
&0 N VA:
Date: 10/13/21
Revision. 1 11/18/21 Sheet 8 of 8
Weephole
Daylight Pipe
Through Wall
40' OC Spacing (Typ)
....................... ......................... I ................
Soil Nail
Min P Die. Bolt wilt Washer + Bolt
2" Dia. Schedule 40 Galvanized Steel Pipe
Attach to Back of Steel Plate w/ U Bolt
Top or Bottom
.......... .
...... ....
.............. x 8" x 1/2" Thick Steel Bearing Plate
. ....... .
.......... ......
. ............
..... ......... .... . .............. 1/2" Wide x 6" Slot -Each Side
. .... . .. . ..... ..........
........ .. .. ....
........ ..........
F!;
STEEL PIPE CONNECTION AT SOIL NAIL
. . .............
(Not to Scale)
Soil N
TECCO FACING DETAIL
(Not to Scale)
Ivy Proper
Albemarle County, Virginia
CIRCEO GEOTECH
hni�al 5956 Buckland Mill Road
eering, P.C. Roanoke, Virginia 24019
Phone: (540) 366-2379
Scale: N/A KI_ WA/_ 40n
Date: 10/13/21 Project
Revision: 11/18/21 Sheet 15 of 8
Min 3 FT I
Secondary Reinforcement
StrataGrid SGU60 (See Wall Profile)
Place Horizontally to Face of Excavation
Backlap End Toward Next Block Unit
1/2" Dia.U-Bolt wl Nuts & Washers
Primary Reinforcement -'
StrataGrid SGU80 (See Wall Profile)
Place Horizontally to Face of Excavation
Wrap Around 2" Diameter Sch, 40 Galvanized Steel Pipe
Backlop End Toward Next Block Unit (8" Height)
See Wall Profile for Geogrid Placement
8" x 8" x 1/2" Thick Steel Bearing Plate Soil Nail , Tensioning/Teccc
w/ 1/2" Wide x 6" Slot - Each. Side Min Tensile Force = 7 kip:
Tecco Spike Plate Min Applied Torque = 130
.Soil Nail (Typ.)
W/Min No, 8 Bar (75 ksi - epoxy coated) x 4" Die Grout Hole @ &ox 6-Ft Horizontal Spacing
Secure with Compatible Min I" Die. Steel Bolt wl Washer + Bolt
SOIL NAIL/GEOGRIr) CONNECTION DETAIL
(Scale As Shown)
Ivy Proper
MaR 0,
Albemarle County, Virginia
CIRCEO GEOTECH
5956 Buckland Mill Road
Roanoke, Virginia 24019
1C 34AEL -R, CIRE. ng, P.C.
Phone- (540) 366-2379
bol NIA
K4
-tlk Scale
4,3 Project No. RW-2680
� ,t Date: 10/13/21
Revision. 11/18/21 Sheet b of 8
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DATE
12-30-2020
DRAWN BY
A. FONTAINE
DESIGNED BY
C. SHIFFLETT
CHECKED BY
C. SHIFFLETT
SCALE
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