HomeMy WebLinkAboutSDP201800010 Plan - Submittal (First) Initial Site Plan 2018-03-05�5
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TAX MAP PARCEL: 07700-00-00-00900
SITE ADDRESS: 2050 AVON CT
CHARLOTTESVILLE, VA 22902
OWNER: LIGHTHOUSE LAND LLC
2020 AVON CT
CHARLOTTESVILLE, VA 22902
ENGINEER: TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG.KOTARSKI@TIMMONS.COM
SITE AREA: 2.906 ACRES
LIMITS OF DISTURBANCE: 2.50 ACRES
ZONING: LIGHT INDUSTRY
SETBACK: 10' FROM RIGHT OF WAY TO PARKING
SIDE NONE
REAR NONE
STRUCTURE HEIGHT: NOT TO EXCEED 65'
MAGISTERIAL DISTRICT: SCOTTSVILLE
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
28 IMPERIAL DRIVE
STAUNTON, VA 24401
(540)-885-0786
DATE OF SURVEY.- AUGUST 11, 2017
DATUM-. HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
PROPOSED USES: OFFICE AND MANUFACTURING
BUILDING AREA: 41,400 SF TOTAL = 19,215 SF OFFICE AND 22,185 SF LIGHT INDUSTRIAL
NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS)- 1.80 ACRES
PARKING REQUIRED: OFFICE SPACE (19,215SFX(0.8)/200SF)= 77
INDUSTRIAL SPACE (10 EMPLOYEES + 2 PUBLIC) = 12
TOTAL: 89
PARKING PROVIDED: STANDARD PARKING SPACES: 85
HANDICAP PARKING SPACES: 4
TOTAL: 89
TRIP GENERATION:
GENERAL OFFICE (711) ITE LAND USE CODE)
14.87 TRIPS PER 1000 SF OF OCCUPIABLE GFA
14.87 X (19,215 SF / 1,000 SF) = 286 ADT
GENERAL LIGHT INDUSTRIAL (710 ITE LAND USE CODE)
4.96 TRIPS PER 1000 SF OF GFA
4.96 X (22,185 SF / 1,000 SF) = 110 ADT
TOTAL TRIPS GENERATED: 286 + 110 = 396 ADT
WETLAND IMPACTS: NONE
WATER SUPPLY: ACSA
SANITARY SEWER: ACSA
DRAINAGE DISTRICT: MOORES CREEK
CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN AS MANAGED
AND UNMANAGED.
THERE IS CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN
THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.
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SITE PLAN
`40UNTY OF ALBEIIA
%41.0 I'VIARLE, VIRGINIA
SCO17SVILLE DISTRICT
03/5/2017
VICINITY MAP
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OWNER:
LIGHTHOUSE INSTRUMENTS
ADDRESS 2020 AVON COURT
CONTACT: JAMES VEALE, PH.D
TELEPHONE: 434-293-3081
FAX: 434-404-7773
ENGINEER OAF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434-327-1688
Sheet List Table
Sheet Number
Sheet Title
CO.0
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C1.0
NOTES AND DETAILS
C1.1
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VICINITY MAP
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OWNER:
LIGHTHOUSE INSTRUMENTS
ADDRESS 2020 AVON COURT
CONTACT: JAMES VEALE, PH.D
TELEPHONE: 434-293-3081
FAX: 434-404-7773
ENGINEER OAF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434-327-1688
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C1.0
NOTES AND DETAILS
C1.1
NOTES AND DETAILS
C1.2
NOTES AND DETAILS
C1.3
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS
C2.1
DEMOLITION PLAN
C-2 0 -EROSIGN
AND SEFAMENIT GONTROI NOTE AND IDETA11=9
G3.11 EROSION
AND SEDIMENT CONTROL NOTE AND DETAILS
G3.2
ERGSIGN AND GEDIMENT GE)N:FRGL PHASE 1 PLAN
G3.3
EROSIGN AND SEDIMENT GONTRGL PHASE 11 PLAN
C4.0
LAYOUT PLAN
C4.1
ROAD & SIGHT DISTANCE PROFILES
C4.2
SANITARY SEWER & WATERLINE PROFILES
C5.0
GRADING & DRAINAGE PLAN
C5.1
GRADING SPOT SHOTS PLAN
G6.0 DRAINAGE
AREA MAP AND DITGH & CULVERT G W LAT 99 IS _S
Q6. I
2-TORMWA ER MANAGEMENT SUMMARY
GTO
STORM* AT ER P RG -F 11 LES
L1.0
LANDSCAPE PLAN
1_2.0
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ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
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CONTOUREXISTING
PROPOSED CONTOUR
Albemarle County Engineering
Final Plan General Notes
Page i of 4
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 VDOTless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
S. 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).
SEWER
EXISTING SANITARY SEWER
WATER
EXISTING WATER LINE
PROPOSED WATER LINE
PROPOSED VALVE
PROPOSED TAPPING SLEEVE
PROPOSED FIRE HYDRANT (COMPLETE)
f_D A nTnlr_
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
NIA = NOT APPLICABLE TO THIS PROJECT
TBC = TOP BACK OF CURB
TBW = TOP BACK OF WALL
February 6, 2013
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 (3) 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).
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. 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.
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.
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 ICC/ANSI 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 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.
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 T00AM 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 C -
CONSIST OF 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/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 T
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RAPS 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
DAY'S 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)
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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 0
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. wo
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).
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 IBE APPROVED BYA 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
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STONE SIHALL BE PIROVII'DED
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L i H,
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1. NC, ROCKS SHALL BE ALILOVVEID 'Ov'111fl€"`t _24" OF THE WATER, LINES'.
2 NO, POCK'S' LARGFIR THAN 6" ;;iN ANY DflvIEWS[Ot-4 SHAII L_ BE ALA: O'NED
ABC)VE 1'HIE. 11111]AL BAf,'KFILI_,
'N`E INITIAL BACK,"ILL �,'IIALL BE PLACE- AN[-) CUMPACfE1D, IN b 1 i
4. [']0 '.-)R MATFRIAL FR DEBRIS EBE ALLJ 'VV D
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IN THE TRENC,1h,
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:PE H',]STALLA I'd BEDDING
..................
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1, SJ`LT. k. V4TH11 6-RA'VEL AND k
FR-.E_E OF C-ONCRETE. 2500 PSJ.
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MANIA 3 1/2' MIN_ 'CCIVER. FROM WE MAIN _M `,HF r[R.F. HYERANT -i BI OCK 2" x 2 _.-Ar. AREA,
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T111
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Ou ILE T 1 BE Ci2' ,EST
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G A ULY 0 E TF R M 0N, E D 6 Y T H I S � i L -1,A Tl T �--Q'P THE OL
HE C,0frULrANT -SHAU DETERM",,1C v`,'HETHER MANHOL
E IXTEI-$TI
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ALL JOINTS, UF1' kii-XES, i?-&E_DUTLE-TS, TO BE SEALF-D �_ GROU'TEC,
N,SiDE AND DUT.
4, SPE'ClAL CONSIDERATION SHALL BE IUVEN,' FOP Ei-ATRAr,'cE
�ATH STEEP SLOPES.
TYPKAL. MA!,JHOLE WITH DROP CC"I41NECTION
ANCHO' EXTENDS INT D 5SIOC Oy D�ffCH
6 5. hi N
E
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S
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ANHO R N11, I AT
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MAN40LE;
SLOPED AREA
FRAM , F a)�VDR
1
RJESFR COAHJ
T"STEL SIEFS
CAST IN PLACE
PREI-ASJ REINFORCED CONCRETE
5 A"
OR APPRCTVED SAL
-3 M A Y SE
'APPROVAL.
IMTH A,S A `�.
THE DFIOP CONINIECT N SHA I L 8�
0" MIN C,UCTRE ]PON PIRE (:L_A$F, 541)
0AC.KFI4 LED IN
61" LJ,�OERS AND
I -R` OR
_D BY PiANL TAM'P-.; - " ,
BACKFILLED WITH SELF_,OMPAQTING
- -- -----------
1 MAX
RCIS'3 MJ4FRI, T TO
0
OUTLET SHA?LL EE 1120 F1'r
- -OR A � MOOTH
�LLELTED it4V T 'F 3
:RAN'_,�TION C,`F F LCAN SE rMEEN,
INLET & OUf,ET RPE SHALL HE
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THF U DETFIRMIJIME: INTIFTIIER MANIHULE�-_-', SHALL HAV'�
EXTENOEO OR NON EXTFNOU) BASIES.
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Pi I N
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L
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,`J�REI, EN
ARF,
TI Ol,, SiA
B
NOTE, 1:
1, OPUTS IN PAVED AREA'S EXISTiN(3 Vr',,C/,T 'RIGHT—OF-WAY -51HAI'L 9"E
GA(DKIFILLEI ENTEPEI_Y 'NiTH N 0, 2r, A T01,4E.
RU I THE BOTTOM OF TPE
10 E RD BE 50 R: A P E D
FOR _! �4
I S'
AN COMIRACT II A i'�l 01 ALI, 'S,T(INES' REMOVIE1.) OR A 4.i 6E(),NNG,' ('IF `40• 6.6
STQI,'E :SH ALL BE PROVIIJED
5 1VlERE ROCK ENC.GUNTERE-0 `F -T -,1E "SHALL BE €I` STALLED ON. A kMNW1 b1
BEDCJIti,1i3 OF N,')), FA STONE
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DRAWN BY
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PRO"FILL"'
- ----- PLA11-'E 5' GALYANtIZED ',10TNESS " P0,`J, 'IMTH
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TO [,.�,3WNAY DEPARTkAENT APPROVAL
NOM HYDPANT WJ�T BE
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,
VII 111REAI)S Ff
ML LOCAL '�,,IAN AR.'),
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L
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SA _ P�LE
RES Y P. A 4 E, b 10flNT
A HYDRAI.J !S :1()'CATED IN K FELL IN 3
TO PUUR:1-JG CQNCRETEAF-T-E SHALL
SE USED AS A'001T]0�,',IIA
A'A T, R,
NOTE
1, SJ`LT. k. V4TH11 6-RA'VEL AND k
FR-.E_E OF C-ONCRETE. 2500 PSJ.
-1 et
/ I , 41
MANIA 3 1/2' MIN_ 'CCIVER. FROM WE MAIN _M `,HF r[R.F. HYERANT -i BI OCK 2" x 2 _.-Ar. AREA,
T�- P U T i,
CLUDNG UITCHES
SHALL cLORE AI'MY FROM Tl -1E CIREE HYPp.k-,1T A`j�_,
VALVE 1311*ix,
4, 'HE GATE VALVE Is ALLOWEr) IN OR 8EH,,,,4b Tmr OMrH,
'-c NIDT AU 'AED It" THE DITCH,
IRE HYDRW41`5 5HAU, HE :N5ZTALLU� A r IO��A TI,0�6 WrErrP
FIQUES ARE M3C),2E TFiE PREVAIL.NG Q;R?_kfl`JDWATER EUIVATICJ,`1.t............_............ .
R R
EQUIP€ f TRS I!a WT A,,FAS, THE 11,1FEP HOLF, nf Al,�_
mo" -Nf� TIY!)RAi`1_1 $rTAI-L Pif, PuMim)Pb
NOTE U1 RVv1r0TE AREAVALVE o11HALL EXTEND '_31,X (El 114 ,i_::' ABOVE
�V -S
YPI,C'A I_ C A J E V A L V`
TYPICAI FIRE H "r D1, ANT `�"EMBL'I/ DETAIL
. ........... .............
— - -- - — --------
N I'S
Mil W-4 FiC,
FF`tAME' 69� C -OVER
ON
ARFA
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_0 00ATED STEEL STEPS
X
GAST N
....... PREC'�S; }DEIN FORCONCRETIE
L .r1koTtow_z tai m "o" wt-I'c> EAI_s
t liJk,.......... r,AppRnvEg?,JAL
6
TH)POPCONNE.UriON SHAUL BE
C4 f,41 P;PE
BA'1KFlLLRE;D i.iIN 6" LAYER-, AT0.
C01 ).PW,'TED BY HA. -ND TAH."PERS OR
Fr,4 --ILLED SELF -COMPACTING
T111
ACROSS EE II`ROM INLET TO
Ou ILE T 1 BE Ci2' ,EST
!A PLUft--) ENVERf FR SM00,TH
OF FLO'Oe IEE7",,EEN
,.I 7LET fr OiJLE7 PIPE 'SHALL BE
PR C, V1 D E Q,
I> z,
7
dk� GES
i PIPE l�'
J MANHOLE
voNE-
1. BEDEDING THICKNESS REQJIF0,,IENTS SH'01"AN ARE I`,,,CNIWJN', AMD-,73'.HALL SE
5 P E,^,,: )N D 1) 0.1 1
G A ULY 0 E TF R M 0N, E D 6 Y T H I S � i L -1,A Tl T �--Q'P THE OL
HE C,0frULrANT -SHAU DETERM",,1C v`,'HETHER MANHOL
E IXTEI-$TI
. I, D OP PTF„ NT-EXTETADED t',,'ME<___
ALL JOINTS, UF1' kii-XES, i?-&E_DUTLE-TS, TO BE SEALF-D �_ GROU'TEC,
N,SiDE AND DUT.
4, SPE'ClAL CONSIDERATION SHALL BE IUVEN,' FOP Ei-ATRAr,'cE
�ATH STEEP SLOPES.
TYPKAL. MA!,JHOLE WITH DROP CC"I41NECTION
ANCHO' EXTENDS INT D 5SIOC Oy D�ffCH
6 5. hi N
E
2500 P`31 CONWNZ: IE
F
. ........... .......... . .
H n R F"ETAIL, F()R
TYPI1C'�`,.A[_ Ad",IQ
S
- ER
R EWERS ON G I_) E-3, AND GREA]
90,, 8-4
ANHO R N11, I AT
F:IRST jutiT ABOVE
MAN40LE;
SLOPED AREA
FRAM , F a)�VDR
1
RJESFR COAHJ
T"STEL SIEFS
CAST IN PLACE
PREI-ASJ REINFORCED CONCRETE
5 A"
OR APPRCTVED SAL
-3 M A Y SE
'APPROVAL.
IMTH A,S A `�.
THE DFIOP CONINIECT N SHA I L 8�
0" MIN C,UCTRE ]PON PIRE (:L_A$F, 541)
0AC.KFI4 LED IN
61" LJ,�OERS AND
I -R` OR
_D BY PiANL TAM'P-.; - " ,
BACKFILLED WITH SELF_,OMPAQTING
- -- -----------
1 MAX
RCIS'3 MJ4FRI, T TO
0
OUTLET SHA?LL EE 1120 F1'r
- -OR A � MOOTH
�LLELTED it4V T 'F 3
:RAN'_,�TION C,`F F LCAN SE rMEEN,
INLET & OUf,ET RPE SHALL HE
UIMIENSIOI'N V A R I CS WI'Ni 5D P
F €Tli_i G
— - - - - --3/4 011A OF LAA -,GEST
1p
I BEDDINI•HICKNES'S', SHCOAT", ARE MJNiWA,,4 NO SH�JLL PL
SPEC= i. If 0EETERk,11NIED 8Y THE C0'45ULTANT FOR THC IL. CONLMOmS,
THF U DETFIRMIJIME: INTIFTIIER MANIHULE�-_-', SHALL HAV'�
EXTENOEO OR NON EXTFNOU) BASIES.
.3. ALL JOINTS, LIFT HOLES, RILUS, DUTLE-Ts Iol L4E sE A L E D
NSOEE ANO OU'T.
C
T`,,Q�C'AL MANHOLE. DROP
WITH '--,T—,—EP INCOMIN`3 SLOP�
N TS,
RE
AMNING, BACKFILL HAI
0 i.AIN: R )CK PIAT' M
LARGER THAN "j" IN AN"
IDIMEN, 1, 0 N
241,4�1
F.4,iTiAL BACKFILL*
5'NIINLiFT':;)`
If
Pi I N
RN G L4,4EU / ,,x, "'N pr
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'GHNG
58 STONE
L
4" min
'>---40LIN...AMt4 "SHAL! BEE
,`J�REI, EN
ARF,
TI Ol,, SiA
B
NOTE, 1:
1, OPUTS IN PAVED AREA'S EXISTiN(3 Vr',,C/,T 'RIGHT—OF-WAY -51HAI'L 9"E
GA(DKIFILLEI ENTEPEI_Y 'NiTH N 0, 2r, A T01,4E.
RU I THE BOTTOM OF TPE
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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
7-1/2"
U LENGTH
0.5' FROM FIC
5„
ANCHOR WITH W REBAR
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
•
2.5" BITUMINOUS CONCRETE SURFACE
COURSE - SM9.5A
6" TYPE 21 B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
O
•
/ 4„
min
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
1.5" ASPHALTIC CONCRETE SURFACE
COURSE - SM -9.5A
2.5" INTERMEDIATE BASE COURSE - BM25.0
WA
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AT WIDTH OF WALK
J� EXPANSION JOINT AT MAX OF 30', WITH
/ PREMOLDED EXPANSION FILLER
v•eltv,r d�V i LLJ..741176,7 f`eP1iJG
CONCRETE SIDEWALK JOINT DETAIL
No Scale
i V 1 E
Cali •�.
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
/
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NOTE. SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
EXISTING PAVEMENT
F— —
>
n SAWCUT THROUGH I
U EX.SURFACEUj
COURSE w
'WI & REMOVE
PAVEMENT
2' MIN
EXISTING
PAVEMENT
PROPOSED PAVEMENT
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
COURSE
MILL EX.
SURFACE COURSE
SAWCUT EX. BASE COURSE
EDGE OF PAVEMENT AGGR. BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH
EQUIV., SEAL WITH
SILICONE SEALANT WWF 6x6 W2.9xW2.9
2"
cn
DATE
�-v �■
ISI �
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O p
PO W111 110
IOWA di
31512018
U
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2.5" BITUMINOUS CONCRETE SURFACE
COURSE - SM9.5A
6" TYPE 21 B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
O
•
/ 4„
min
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
1.5" ASPHALTIC CONCRETE SURFACE
COURSE - SM -9.5A
2.5" INTERMEDIATE BASE COURSE - BM25.0
WA
CONTROL JOINT SPACED
AT WIDTH OF WALK
J� EXPANSION JOINT AT MAX OF 30', WITH
/ PREMOLDED EXPANSION FILLER
v•eltv,r d�V i LLJ..741176,7 f`eP1iJG
CONCRETE SIDEWALK JOINT DETAIL
No Scale
i V 1 E
Cali •�.
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
/
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NOTE. SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
EXISTING PAVEMENT
F— —
>
n SAWCUT THROUGH I
U EX.SURFACEUj
COURSE w
'WI & REMOVE
PAVEMENT
2' MIN
EXISTING
PAVEMENT
PROPOSED PAVEMENT
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
COURSE
MILL EX.
SURFACE COURSE
SAWCUT EX. BASE COURSE
EDGE OF PAVEMENT AGGR. BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH
EQUIV., SEAL WITH
SILICONE SEALANT 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
HEAVY DUTY CONCRETE SECTION
No Scale
L°74
4
.4 ° °_611 _ 4'
° d
EP! FC
TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12
WHEN ALONG SIDEWALK
d
VOR AS SHOWN ON PLAN
WHEN NOT ALONG SIDEWALK
k
•
4" MIN.
2" R
r-- 4"-
v
L
\/ 4 �„
X a
13" � a
a a
/ 4 4 a4 d
\� Q
�<//\ /\//\/
—6' 6"
COMPACTED
SUBGRADE -
CONC CURB AND GUTTER CLASS 3A,
(fc=3,000 PSI) CONCRETE
4
Qa. Q 7„
4 v
4 v .4 .d -
4 4
4 A L1
4
-r-1771 _t
a
2'-0"
CONTINUE 21 B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG -6 CURB & GUTTER
No Scale
V D0T - Palvernent .Des%gat Guide for Subdivision and Secondary tZtartds in Virginia (revised 2014) ..
Appendix t •'
Flexible Pavement Design Worl£sheei for New Subdivision Streets
This sheet :s int Inde d for us., and submission in coniunction e6•ith VD6 ' < <r..n, t r RI—M nom, ..,.i*., n -
Courx v ex£_fiate.s i
Suhcitvi:;ion t 74 :
S. -
.�itz�
>
...
Desip Engineer a ; , t s r € fi l t ✓ �
sAa4 F < S.; ,€i Photte: , , 6
r� : t> ,.x ,,:•d ,moi e_: bt-,us k segmcm uonsmerea, as acnnW .n M'tc ,'Subdivision Street Rcquiretneru&
CE3ii Design CFVR Average of C'i3Rt z V3 anc roo di>ied ohly as discussed in the Pavement Design Guide.
CBI>, -r CBR value of the subgrade swnple, ralaen aad tcstc.d as .SPecifzed in ilte Pavement Design Guide
DME VDOT Di irict Materi zis T.11ginccr
MIT Equivalent pro)ccted.ua##ic
HCS' tiztinhee of 13ettvy Ct> ttmers.ial VelriciQs (e,g. trucks, Effuses, etc.; witit 2 fir r;iore axlEes and 6 or ntore. tireq.).
%HCSI Perc nta;e. of the total natlic volume c;oznjiwwd of i-leavy Cotnn,ercial Vehicies.
RF Resiliency k actor = l eiakive val to oftize set grarJe wcil's ability t z withstand repeated loading
S84 ;toil su rl:omt value of subgrade (SSV = C'BRi , S. ICT')
T)r Thickness index of proposed Pavement design coniputed by the conventional Pavement Design Method
DR T hi,;knc>s iiuiex Temiited„ based on Desi -ti :< ADT and SSV, deternnned by appendix ii.
Sten l.. I ct i ttaiue Design AADT
Step ; Determine Designs Values
CSR, RFi and SSV
AfiL)iI rn l EQ C13R Resiliency factor (F )
...... ...-- FI
- - S<.trce Value
„%aHC'V - 100 ( FffCV AAl- T) � 2 ° Table 1
or
i .....
EPT::: 20)x iICV dot For 'E zzclta I
Note: For ffC 6y < "a:. use AAt) [ "ln€iC'v 5°ta, � � -::. t DR 12h sc�vt ti ill
'i'T>AAD'd F 2 y £ 1 y m
E
? _ t #3rea lu ctesttae, the lowest
RI1 a•'l �£ [tt vae ih thehc e.qu xt ,7rt
Design A. ADT
DT
CBR, { R>F r
Use greater of A2ADT or i PT at
_..
i..
step e' Design(Cher* appropriate box and saovproposed pavement rosig
ALedDesign
zz bele w,)
to, D sign AA D i � 400 Show pavement to t erca tt°t t csi75 ax i tht hi a #rani ��pendix tl' Tahl t A to E
0
(Lt) Show pavernent section as dueeioped in the Pavement Design Guide. art T L � -1_
(See Appendix 111 1<,r material notatiotas ard thickness equiv k-,m.y Vali s ;a3j, from Appendix Il
Description of Proposed sed Pavement Section
Material Notation
pp Thickness, It a $u x it)
LiYf2C5)"11 , t £ h # ew > >
-.�� is
Bast; f£ . �
� ` p:
t
t�,'cFtr�ta r£tsa warn i `> It µ
Subbase I
Dp ;nest equal or exceed the value of DR, Dp E(a h) :-:
28
PAVEMENT DESIGN CALCULATIONS FOR AVON CT
No Scale
-------.-...
F,
COLORS: LEGEND - WHITE {RETROREFLECTIVE)
BACKGROUND — RED (R ElR0REFLEC TIVE;
1-1
MUTCD STOP SIGN DETAIL
No Scale
ROAD CROSS SECTION
AVON CT. (25 MPH DESIGN SPEED)
EXISTING 15' 15' PROPOSED RIGHT-OF-WAY
PRESCRIPTIVE EASEMENT DEDICATION
30' ON STREET PARKING IS NOT PERMITTED
CIL
SHOULDER
4'FORESLOPE
ROAD CROSS SECTION
No Scale
VDOT'— Pavenieut Design Guide for Subdivision and Secondary Roads in Virginia (revised 2014)
Please refer to Appieradices H and V for the application of this diagram in the design of pavement.
32
,JSXa f s i 1 .1�1fiT
�,"-`-i3'
-
LicA No. 0.402048507
1 I g
ME
cn
DATE
�-v �■
ISI �
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
HEAVY DUTY CONCRETE SECTION
No Scale
L°74
4
.4 ° °_611 _ 4'
° d
EP! FC
TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12
WHEN ALONG SIDEWALK
d
VOR AS SHOWN ON PLAN
WHEN NOT ALONG SIDEWALK
k
•
4" MIN.
2" R
r-- 4"-
v
L
\/ 4 �„
X a
13" � a
a a
/ 4 4 a4 d
\� Q
�<//\ /\//\/
—6' 6"
COMPACTED
SUBGRADE -
CONC CURB AND GUTTER CLASS 3A,
(fc=3,000 PSI) CONCRETE
4
Qa. Q 7„
4 v
4 v .4 .d -
4 4
4 A L1
4
-r-1771 _t
a
2'-0"
CONTINUE 21 B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG -6 CURB & GUTTER
No Scale
V D0T - Palvernent .Des%gat Guide for Subdivision and Secondary tZtartds in Virginia (revised 2014) ..
Appendix t •'
Flexible Pavement Design Worl£sheei for New Subdivision Streets
This sheet :s int Inde d for us., and submission in coniunction e6•ith VD6 ' < <r..n, t r RI—M nom, ..,.i*., n -
Courx v ex£_fiate.s i
Suhcitvi:;ion t 74 :
S. -
.�itz�
>
...
Desip Engineer a ; , t s r € fi l t ✓ �
sAa4 F < S.; ,€i Photte: , , 6
r� : t> ,.x ,,:•d ,moi e_: bt-,us k segmcm uonsmerea, as acnnW .n M'tc ,'Subdivision Street Rcquiretneru&
CE3ii Design CFVR Average of C'i3Rt z V3 anc roo di>ied ohly as discussed in the Pavement Design Guide.
CBI>, -r CBR value of the subgrade swnple, ralaen aad tcstc.d as .SPecifzed in ilte Pavement Design Guide
DME VDOT Di irict Materi zis T.11ginccr
MIT Equivalent pro)ccted.ua##ic
HCS' tiztinhee of 13ettvy Ct> ttmers.ial VelriciQs (e,g. trucks, Effuses, etc.; witit 2 fir r;iore axlEes and 6 or ntore. tireq.).
%HCSI Perc nta;e. of the total natlic volume c;oznjiwwd of i-leavy Cotnn,ercial Vehicies.
RF Resiliency k actor = l eiakive val to oftize set grarJe wcil's ability t z withstand repeated loading
S84 ;toil su rl:omt value of subgrade (SSV = C'BRi , S. ICT')
T)r Thickness index of proposed Pavement design coniputed by the conventional Pavement Design Method
DR T hi,;knc>s iiuiex Temiited„ based on Desi -ti :< ADT and SSV, deternnned by appendix ii.
Sten l.. I ct i ttaiue Design AADT
Step ; Determine Designs Values
CSR, RFi and SSV
AfiL)iI rn l EQ C13R Resiliency factor (F )
...... ...-- FI
- - S<.trce Value
„%aHC'V - 100 ( FffCV AAl- T) � 2 ° Table 1
or
i .....
EPT::: 20)x iICV dot For 'E zzclta I
Note: For ffC 6y < "a:. use AAt) [ "ln€iC'v 5°ta, � � -::. t DR 12h sc�vt ti ill
'i'T>AAD'd F 2 y £ 1 y m
E
? _ t #3rea lu ctesttae, the lowest
RI1 a•'l �£ [tt vae ih thehc e.qu xt ,7rt
Design A. ADT
DT
CBR, { R>F r
Use greater of A2ADT or i PT at
_..
i..
step e' Design(Cher* appropriate box and saovproposed pavement rosig
ALedDesign
zz bele w,)
to, D sign AA D i � 400 Show pavement to t erca tt°t t csi75 ax i tht hi a #rani ��pendix tl' Tahl t A to E
0
(Lt) Show pavernent section as dueeioped in the Pavement Design Guide. art T L � -1_
(See Appendix 111 1<,r material notatiotas ard thickness equiv k-,m.y Vali s ;a3j, from Appendix Il
Description of Proposed sed Pavement Section
Material Notation
pp Thickness, It a $u x it)
LiYf2C5)"11 , t £ h # ew > >
-.�� is
Bast; f£ . �
� ` p:
t
t�,'cFtr�ta r£tsa warn i `> It µ
Subbase I
Dp ;nest equal or exceed the value of DR, Dp E(a h) :-:
28
PAVEMENT DESIGN CALCULATIONS FOR AVON CT
No Scale
-------.-...
F,
COLORS: LEGEND - WHITE {RETROREFLECTIVE)
BACKGROUND — RED (R ElR0REFLEC TIVE;
1-1
MUTCD STOP SIGN DETAIL
No Scale
ROAD CROSS SECTION
AVON CT. (25 MPH DESIGN SPEED)
EXISTING 15' 15' PROPOSED RIGHT-OF-WAY
PRESCRIPTIVE EASEMENT DEDICATION
30' ON STREET PARKING IS NOT PERMITTED
CIL
SHOULDER
4'FORESLOPE
ROAD CROSS SECTION
No Scale
VDOT'— Pavenieut Design Guide for Subdivision and Secondary Roads in Virginia (revised 2014)
Please refer to Appieradices H and V for the application of this diagram in the design of pavement.
32
,JSXa f s i 1 .1�1fiT
�,"-`-i3'
-
LicA No. 0.402048507
1 I g
ME
cn
DATE
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31512018
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DUMPSTER PAD & ENCLOSURE DETAIL
No Scale
OUTSIDE ELEVA TION
NSIDE ELEVATION
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SIGNAGE NOTES:
Wt.Ai ht0 RI='.€,,OE S-`TA1bAP0 : 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF
Rf a 5'04 DATs SH E T : �~,F EACH OF THE FOLLOWING AND ANY REVISION THERE TO:
y 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.
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S''ITD.
R1-1
NOTE: STOP SIGINS TO BE 30" WITH
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SIGNAGE NOTES:
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y 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
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425
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415
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F .E
HEIGHT VARIES
WITH PLANTS
12" MIN.
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
GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
• 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.
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
NOT TO SCALE
3- 2" x 2" HARDWOOD STAKES
ROOT BALL
12 GAUGE GALVANIZED WIRE
NEW 1/2" RUB
12 GAUGE GALVAN
ALLOW FOR SLIGHT N
3 2x2 HARDWOO
2'-6" MIN BELOW
STAKE SHALL BE
MIN. 18" OUT FR+
AND OUTSIDE OF 1
SET ROOTBALL FLUSH TO +
1-2" HIGHER IN SLOWLY
SOILS. DO NOT COVER TI
THE ROOTBALL
ROOTFLARE SHALL I
ABOVE FINISH
PRUNE
1:1 SLOPE OI`
PLAN'
SCARIFY SIDES BEFORE
PLACE ROC
UNEXCAVATED OR TAf
I � E �
B&B CONTAINER
Z Ill I 101
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
�- — 6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
VIPl1Y1L 1 LI\
MULTI -STEM TREE - STAKING SPECIFIED
NOT TO SCALE
NOTE: STAKE EVERGREENS U OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
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.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
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 4-16" 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 AROUNID ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
3 X ROOTBALL
DIAMETER
CONIFEROUS TREE - STAKING SPECIFIED
NOT TO SCALE
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
REMARKS
AME GRA
6
AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'
AUTUMN BRILLIANCE SERVICEBERRY
8'-10` HT.
B&B
MULTI -STEAM
GIN BIL
2
GINKGO BILOBA'PRINCETON SENTRY'
PRINCETON SENTRY GINKGO
8'-10' HT.
B&B
,
1.25(GROWTH FACTOR)
QUE PHE
17
QUERCUS PHELLOS
WILLOW OAK
2.5" CAL
B&B
= 0 SF REQUIRED
ULM BOS
5
ULMUS PARVIFOLIA 'BOSQUE'
BOSQUE ELM
2.5" CAL
B&B
MATCHING/SPECIMEN
SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
REMARKS
ILE COR
12
ILEX CORNUTA 'CARISSA'
CARISSA HOLLY
24" HT/SPRD
CONTAINER
36" o.c.
ILE DWA
27
ILEX CORNUTA DWARF BURFORD'
DWARF BURFORD HOLLY
24" HT/SPRD
CONTAINER
48" o.c.
MIS GRA
11
MISCANTHUS SINENSIS'GRACILLIMUS'
MAIDEN GRASS
24" HT/SPRD
CONTAINER
36" o.c.
SPI BRI
9
SPIR \EA PRUNIFOLIA'BRIDALWREATH'
BRIDAL WREATH SPIREA
24" HT/SPRD
CONTAINER
PRESSURE SO THAT ROOTBALL
TREE CANOPY REQUIREMENTS
REQUIREMENT
GROSS SITE
CALCULATIONS
TREE PRESERVATION
REQUIRED
PROVIDED
89 SPACES
AREA
1 LG TREE/50'
CREDIT
5 LG TREES
5 LG TREES
10% TREE
236 LF
ADJUSTED GROSS SITE AREA
32356 SF EXISTING x
6 MD TREES
EX. TREE COVER= 40,445 SF
COVER AT 10
2.90 ACRES =
277,912 - 35,962 (BUILDING) =
,
1.25(GROWTH FACTOR)
12,632.4 SF - 40,445 SF
23 LG TREES @ 200 SF = 4600 SF
YEARS
126,324 SF
241,950 SF
= 0 SF REQUIRED
8 MD TREES @ 150 SF = 1200 SF
MATURITY
REMOVE TAGS, LABELS, AND
126,324 x 10% = 12,632.4 SF
= 40,445 SF
1" COMPOST LAYER
TOTAL = 46,245 SF
LANDSCAPING ALONG STREETS REQUIREMENTS
YARD
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
89 SPACES
89/10 = 8.9
1 LG TREE/50'
236'/ 50' = 4.72 * 1 = 4.72
5 LG TREES
5 LG TREES
PERIMETER A
236 LF
1 MD TREE/40'
236'/ 40'= 5.9 * 1 = 5.9
6 MD TREES
6 MD TREES
2,371 SF
2,700 SF
1 SHRUBP5'
236'/ 5' = 47.2 * 1 = 47.2
48 SHRUBS
60 SHRUBS
REQUIREMENT
AREA
CALCULATIONS
REQUIRED
PROVIDED
1 TREE /10 PARKING SPACES
89 SPACES
89/10 = 8.9
9 TREES
20 TREES
12 GAUGE. ALLOW FOR A
PARKING AREA = 14,954 SF
SLIGHT AMOUNT OF MOVEMENT
r
2"X2" HARDWOOD STAKE
5% OF PAVED AREA TO BE
PARKING DRIVE AREA = 32,466.56 SF
47,420.56 SF x.05 - 2,371
2,371 SF
2,700 SF
LANDSCAPED
TOTAL PARKING & DRIVE AREA =
IF FIELD GROWN CUT AWAY ALL
B. D,/F. H,
BALLING ROPES. REMOVE BURLAP OR
47,420.56 SF
CONTAINER GROWN, REMOVE
B. DAVIS
EXISTING FORESTED AREA 32,356 SF
VInlYIL 1 LI\
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
: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
�ill[�il� ' • _���
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.
TH f
l
&BK W. H C III
W
14f
�. 03/05/18
PE
m E
PRUNE CODOMINATE LEADERS
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
RUBBER HOSE
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
GALVANIZED WIRE GUY
SPROUTS, OR CROSS -BRANCHES.
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
r
2"X2" HARDWOOD STAKE
ccn
�
2'-6" MIN BELOW SURFACE.
B. DA VIS
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
B. D,/F. H,
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP % OF BALL. IF
CONTAINER GROWN, REMOVE
B. DAVIS
CONTAINER AND CUT CIRCLING ROOTS
REMOVE TAGS, LABELS, AND
SCALE
PLASTIC SLEEVING. DO NOT STAKE
1" COMPOST LAYER
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
�bkn
TOP % OF BALL. IF CONTAINER
2-3" MULCH LAYER, MULCH TO EDGE
GROWN, REMOVE CONTAINER
OF DRIPLINE. KEEP 4-6" AWAY FROM
AND CUT CIRCLING ROOTS
TRUNK FLARE
1:1 SLOPE OF SIDES OF
6" SAUCER
PLANTING HOLE
TAMP SOIL AROUND ROOTBALL
SCARIFY SIDES BEFORE PLANTING
BASE FIRMLY WITH FOOT
¢_jUc
PRESSURE SO THAT ROOTBALL
TAMP SOIL AROUND ROOTBALL
DOES NOT SHIFT
BASE FIRMLY WITH FOOT
z
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
VInlYIL 1 LI\
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
: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
�ill[�il� ' • _���
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.
TH f
l
&BK W. H C III
W
14f
�. 03/05/18
PE
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