HomeMy WebLinkAboutSDP202000009 Plan - Revision 2020-08-20UVA FOUNDATION -DISCOVERY DRIVE DEVELOPMENT
SITE DATA
TAX MAP PARCEL AND OWNER INFO: PARCELS 03200-00-00-019EO, 03200-00-00-006R0, AND 03200-00-00-019HO
UNIVERSITY OF VIRGINIA FOUNDATION
P.O. BOX 400218
CHARLOTTESVILLE, VA22904
ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP)
AIRPORT IMPACT OVERLAY
ENTRANCE CORRIDOR OVERLAY
REFERENCE "ZMA200500003" (APPROVED 3/10/2010, INCLUDES PROFFERS)
MAGISTERIAL DISTRICT: RIO
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
(504)885-0920
CONTACT: MICHAEL W. DORSEY
CONDUCTED: 9/18/2019 AND 4/23/2020
DATUM: VERTICAL: NAVD88
SETBACKS
*PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANDSCAPED)
FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK
IF THE SIDEWALK IS OUTSIDE OF THE ROW
FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW
SIDE AND REAR: ADJ. TO COMMERCIAUINDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE
BUFFER AREA: (PER PROFFER 7.2 & EXHIBIT K OF ZMA200500003)
150' ALONG REAR BOUNDARY
50' ALONG SIDE BOUNDARIES
STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY
ABOVE THE THIRD STORY, WHICHEVER IS LESS
PRESENT USE: 32-19E: OFFICE (RESEARCH, LABORATORY)
32-6R: VACANT
PROPOSED USE: 32-19E: OFFICE (RESEARCH, LABORATORY) ±10,745 SF, 3 STORIES, ADDITION
32-6R: 45,220 SF METAL BUILDING FOR RESEARCH (INDUSTRIAL WAREHOUSE)
10,000 SF MEZZANINE: STORAGE + 4,500 SF OFFICE AREA
EXISTING PARKING: 32-19E: 176 SPACES
32-6R: 0 SPACES
32-19H: 134 SPACES
REQUIRED PARKING PER ORDINANCE:
32-19E: [REQUIRED FOR EXIST. BUILDING PER APPROVED SDP 200100047] = 75 SPACES
[ADDITION, OFFICE] (3 FLOORS X 7,163 SF X 0.8) X (1 SPACE 1200 SF) = 86 SPACES
[ADDITION, LABORATORY SPACE] = NO ADDITIONAL PARKING REQUIRED
TOTAL: 161 SPACES
32-6R: [45,220 SF + 5,500 SF LABORATORY SPACE] NO ADDITIONAL PARKING REQUIRED
[4,500 SF OFFICE] (4,500 SF X 0.8) X (1 SPACE / 200 SF) = 18 SPACES
TOTAL: 18 SPACES
32-19H: [APPROVED FOR EXIST. BUILDING] = 134 SPACES
TOTAL: 134 SPACES
TOTAL REQUIRED PARKING = 313 SPACES
PROPOSED PARKING:
32-19E: 175 SPACES 1 SPACE REMOVED FOR PROPOSED HYDRANT ISLAND
32-6R: 39 SPACES
32-19H: 100 SPACES
TOTAL PROPOSED PARKING = 314 SPACES
ADA PARKING REQUIRED:
32-19E: 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2012 VCC)
32-6R: 2 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC)
32-19H: 4 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC)
ADA PARKING PROVIDED:
32-19E: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047)
32-6R: 2 SPACES (1 VAN ACCESSIBLE SPACE)
32-19H: 5 SPACES (1 VAN ACCESSIBLE SPACE)
PROPOSED BUILDING HEIGHT: 32-19E 45' 6.5"
32-6R 38' 3"
TOTAL PROPOSED DISTURBED AREA: 3.41 ACRES
IMPERVIOUS AREA
EXISTING: 0.56 ACRES
POST PHASE 1: 0.83 ACRES
POST PHASE 2: 2.25 ACRES
TRIP GENERATION
LAND USE: GENERAL OFFICE BUILDING & INDUSTRIAL SPACE
ITE CODE: 710
AMOUNT: 55,220
UNITS: SF (GFA)
WFFKIIAY
ADT
AM PEAK HOUR PM PEAK HOUR
836
IN
105
OUT
14
TOTAL
119
IN
24
OUT
116
TOTAL
140
UTILITY DEMANDS
WATER FLOW FOR PARCEL 32-19E (AVERAGE DAILY DEMAND)
3 STORIES X 10,745 SF X 250GPD 11000 SF = 8,059 GPD
AVERAGE HOUR = 8,059 124 = 336 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 336 X 3 = 1,007 GALLONS PER HOUR
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 2,015 GALLONS PER HOUR
FINAL SITE PLAN SDP202000009
(REFERENCE INITIAL SITE PLAN SDP201900059)
COUNTY OF ALBEMARLE, VIRGINIA
WATER FLOW FOR PARCEL 32-6R (AVERAGE DAILY DEMAND)
4,500 SF X 250GPD 11000 SF = 1,125 GPD
60 EMPLOYEES X 25 GPD/EMPLOYEE = 1,500 GPD
AVERAGE HOUR = (1,125+1,500) / 24 = 109.4 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 109.4 X 3 = 327.1 GALLONS PER HOUR
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 656.25 GALLONS PER HOUR
1/21/2020
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VICINITY MAP
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DEVELOPER:
UNIVERSITY OF VIRGINIA FOUNDATION
P.O. BOX 400218
CHARLOTTESVILLE, VA 22904
CONTACT: TODD MARSHALL
TELEPHONE: (434) 924-2569
ENGINEER OF 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
C0.0
COVER SHEET
C1.0
NOTES & DETAILS 1
C1.1
NOTES & DETAILS 2
C1.2
NOTES & DETAILS 3
C1.3
NOTES & DETAILS 4
Cl A
NOTES & DETAILS 5
C2.0
OVERALL PLAN
C2.1
EXISTING CONDITIONS 1
C2.2
EXISTING CONDITIONS 2
C2.3
DEMOLITION PLAN 1
C2.4
DEMOLITION PLAN 2
--I
IN Pli P11111110@1111111"
C4.0
LAYOUT AND UTILITIES 1
C4.1
LAYOUT AND UTILITIES 2
C5.0
GRADING AND DRAINAGE 1
C5.1
GRADING AND DRAINAGE 2
C5.2
ADDITIONAL GRADING SPOT SHOTS
C6.2
SITE DRAINAGE AREA MAP
C6.3
SITE DRAINAGE AREA MAP 2
C6.4
STORM INLET AND PIPE CALCULATIONS
C7.0
STORMWATER PROFILES
C7.1
UTILITY PROFILES
1-0.0
OVERALL LANDSCAPE PLAN
1-1.0
LANDSCAPE PLAN
11.1
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES & DETAILS
L3.0
PHOTOMETRIC PLAN
L4.0
LIGHTING CUT SHEETS
TOTAL = 27 SHEETS
RESEARCH PARK TOTAL BUILDOUT STATISTICS ( APPROVED BUILDING AREAS FROM PREVIOUSLY APPROVED SITE DEVELOPMENT PLANS)
APPROVED
TOTAL BUILDING
PROJECT NAME
YEAR
ACREAGE
BUILDINGS (SF)
CONSTRUCTED (SF)
MICROAIRE (164 EDLICH DR)
1995
4.9
46,889
46,445
MOTION CONTROL (4040 LEWIS & CLARK DR)
1996
4.0
30,462
30,450
PRA (4105 LEWIS & CLARK DR)
1998
6.0
80,000
80,388
TOWN CENTER ONE
2000
4.7
69,900
70,974
BIOTAGE (1725 DISCOVERY DR)
2002
7.1
50,000
50,656
ETC (1670 DISCOVERY DR)
2002
2.6
42,388
41,778
TOWN CENTER TWO
2006
4.3
83,666
82,068
TOWN CENTER THREE
2008
4.7
89,814
85,392
TOWN CENTER FOUR
2016
6.8
108,568
ENCOMPASS
2019
8.9
71,848
DISCOVERY DRIVE DEVELOPMENT
2020
3.4
87,455
TOTAL
57.4
760,990
488,151
ACREAGE
APPROVED GSF
DEV. GSF
CAPACITY 307.0
3,700,000
3,700,000
DEVELOPED/SOLD 57.0
718,130
488,151
TOTAL REMAINING 250.0
2,981,870
3,211,849
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT.
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL
DATE
V CRAIG W. 7. KOTARSKI
Lia No. 0402048507
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DRAWN BY
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DESIGNED BY
A. FONTAINE
CHECKED BY
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SHEET NO.
CO.0
SEWER FLOW (AVERAGE DAILY FLOW)
3 X 10,745 SF X 250GPD 11000 SF = 8,059 GPD
SEWER FLOW (AVERAGE DAILY FLOW)
1,125 GPD + 1,500 GPD = 2,625 GPD
GENERALNOTES
LEGEND
ROADS
CD
m STORM PIPE & STRUCTURE NO.
�C> DROP INLET & STRUCTURE NO.
CURB
SEWER
(�S�> EXISTING SANITARY SEWER
WATER
EXISTING WATER LINE
0
CURB & GUTTER
GRADING
BENCH MARK
TC = TOP OF CURB
CLEARING LIMITS
C
BC = BACK OF CURB
- - 200 - --
EXISTING CONTOUR
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
200
PROPOSED CONTOUR
BIN = BOTTOM OF WALL
TS = TOP OF STAIRS
+ 240.5
EXISTING SPOT ELEVATION
BS = BOTTOM OF STAIRS
TC 240.5
N/A = NOT APPLICABLE TO THIS PROJECT
PROPOSED SPOT ELEVATION
0
PARKING COUNT
JUNE 27, 2019
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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF
CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. 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.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF
PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION
OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. 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).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL
UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER
LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING
OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL
OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE
SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT.
THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE
IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
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/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO
STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE
VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF
GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE
STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER
PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND
DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
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.
B. 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 2006 UNIFORM STATEWIDE
BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.
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
CRAIGW.J.KOTARSKI
Lie. No. 0402048507
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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. 7
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.
F�
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112112020
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
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2016 ROAD & BRIDGE STANDARDS
1.5" DIA. GALV.
NOTES:
1. PROVIDE SHOP
DRAWINGS FOR
HANDRAIL FOR
REVIEW PRIOR TO
CONSTRUCTIONS
2. RAIL ON BUILDING
SIDE OF RAMP TO T-O"
BE MOUNTED TO
BUILDING FACE.
4" MAX
SL P
AS SHOWN
O W NINP
MAX 1.12
eP
a
P-
III III I�
x Pa A
I -
-
-
I I
MAX 6
CORE DRILL CONCRETE FOR
HANDRAIL POST, EMBED HANDRAIL A
MINIMUM OF 6" BELOW FINISHED
GRADE AND GROUT TO THE FULL
DEPTH OF EMBEDMENT (TYP.)
ADA RAMP
AND HANDRAIL DETAIL
No Scale
EXISTING PAVEMENT PROPOSED PAVEMENT
>
IL SAWCUT THROUGH (L MATCH EX. CROSS
U EX. SURFACE uJ SLOPE UNLESS OTHERWISE
COURSE x SPECIFIED ON PLANS
uJ
w &REMOVE
PAVEMENT PROPOSED
2' MIN. SURFACE
2"± COURSE
EXISTING
PAVEMENT
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
2%�Z" - K' GAUGE OR
2%z" - 12 CAGE
Y4" HEXHE
SQUARE TUBE SIGN POST
•
�
Yi ' HE%HEAE
GRADE 8 SERRATED
% - 13 GRADE E
�%"-16
i FLANGE NUT
TORQUE FREE 801
/
UPPER SLIP BASE OR
)SEE NOTE 1)
13 GRADE 8 x µIAjSH IRONLOCKB/T
SLIP BASE '" % %" FILLET WELD
TORQUE FREE BOLTWEDGE
(SEE NOTE 1) (SEE DETAILS)
00A %"-13 USS FLAT WASHF
HARDENED. TEFLON COAL
1 %"-13 USS FLAT WASHER WASHER SHIM
13 I FLANGE NUT
8 LARG
YI"-16 x 3%j' GRACE 8 HARDENED, TEFLON COATED
FLANGED SHOULDER BOLT WASHER SHIM
Y4" FLAT WASHER
13 GRACE 8 LARGE FLANGE NUT
MULTI -DIRECTION& COMBINATION
ANCHOR/ SLIP BASE PLATE
(FOUNDATION B) OR
MULTI -DIRECTION& COMBINATION
ANCHOR/ SLIP BASE PLATE - SOIL
(FOUNDATION Cl 0.3125" R
SLIP BASE BREAKAWAY DETAIL MINIMUM w1
THICKNESS IS 0.:
MATERIALS:
TUBE RECEIVER -
3" x N. x 7 GAUGE
ASTM A500
GRADE B TUBE
PLATE - ASTM
A572 GRADE 50
TOP POST RECEIVER/
/z R F0"
SQUARE AR POST
2
I
NOTES:
1. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER Y4" HEX HEAD,
THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE Y4
HEX HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER Yx"
HEX HEAD UNTIL THE III," HEX HEAD TWISTS OFF.
SPECIFICATION A COPY OF THE ORIGIN& SE&EO AND E
REFERENCE SQUARE TIL
STP-1
MAXIMUM STUB HEIGHT
'I/p" RECOMMENDED HEIGHT1
SLIP BASE BREAKAWAY PROFILE DETAIL
TI
REDI-TORQUE MULTI -DIRECTIONAL BOLT ON SAE1035 STEEL
FORGING SLIP BASE TOP FOR 2'/2" SQUARE POST WITH
CAST IRON LOCKING WEDGE
HEAD 2 •
tii�F
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TORQUE FREE MATCH PLATE HARDWARE
700 FOUNDATION TYPE B AND C DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 7 OF 12
NEW OV15 1321.16
CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDR&LIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET)
GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE MOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP.
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 171 MA%
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MA%
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q•
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR BOWEL BARS SO 8
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF m:t MAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL SE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO.5 X B" PLACED 1'CENTER TO CENTER &ONG TYPE A
BOTH SIDES OF THE RAMP FLOOR,MD-DEPTH OF RAMP FLOOR. MINIMUM) PERPENDICULAR
CONCRETE COVER P/y".
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS V • Y( ^'rP'h Yi'A�Sv'�"'fir '"15
ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. 5'MIN
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED r 1200
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED,
OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
MS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
PARALLEL
UNOBSTRUCTED,
ACCESSIBLE TEERTPTISTPATH
LLEMENTTSSTABLE, FIRM
FACILIYTHACAN BE APPROACHED ENTERED
AND USED BY PEDESTRIANS. 1
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTAL SECTIONS PROVIDED THAT YN' ` . 1� 2
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 121 MAX
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. 5'WIN XX XTF II
9. TYPICAL CONCRETE SIDEWALK E IR THICK. WHEN THE ENTRANCE Y TRUCK
,
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, REFER TO STANDARD CC 13. COMMERCIAL ENTRANCE (HEAVY 4 WIN AT X . 2" HIGHER THAN
TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT
10. WHEN CURB RP$ ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT XX .SAME AS TOP OF CURB
AM
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C
A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL III PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME in
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF :6"-2.4" C-C
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE --.� o
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y
THE BACK OF CURB. - W O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 O 7
LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SOY-657. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE WARNING No
AT BACK OF CURB �� �I 0.9"-1.4•'
SEE NOTE 12. 1 II- BASE DIAMETER VARIABLE FULL WIDTH OF RAMP FLOOR _
DETECTABLE WARNING TRUNCATED DOME PAY LIMITS
INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING
DETAIL
XvoOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
ROAD PAID BRIDGE STANDARDS r
EFERENCE
SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) ,05
203.05
07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 5V4
G-12
S
-5 DOWELS, 8"
LONG PERMISSIBLE
AT 12" C-C
CONSTRUCTION
L`
12:1 MAX _1S
y�. 12:1 MAX �
N
RAMP RAMP
rcrc Teal cl rcrc Teal FI
3818 68AB >I MIKE UANBARR
A
TRUNCATED DOMES
SEE SHEET IOF 5 FOR DETAILS
5'-0" MIN
$RAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 4 :1
2011 48 :1
2' MIN. SECTION A -A
PERMISSIBLE j
CONSTRUCTION
JOINT M;
S
- SECTION B-B
1
12 1 A., £ V,.\ 4' MN
WITH BUFFER STRIP �-
5' MN
12:1 MAX. -
WITHOUT BUFFER STRIP
N
0
u
II II v`
CROSSWALK CURB
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE.
SEE SHEET 1 OF 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT
IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION
SLOPE.
WITHIN CROSSWALK
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4•' CURB
6" CURB
0
4
6
1
5
7
2
5
8
3
6
9
4
B
12
5
10
15
6
14
15
XVDOT
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
203.W 07H6
CROSSWALK
I-AdN 49.1MA( DIAGONAL PLACEMENT
LNIWIGMAX. LMDNG 49:IMN.
YWE SLOPE
y CURB
gg 5, u�N CURB
3= '* CROSSWALK �!2., O
CROSSWALK Y 12r,
z � �
CQ`�! ATE CURB n N n CURB
WITH BUFFER STRIP yrc
WITHOUT BUFFER 4TRIY
CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE
TYPE B (PARALLEL) APPLICATION 105
VIRGINIA DEPARTMENT OF TRANSPORTATION 502
2016 ROAD & BRIDGE STANDARDS
SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MH-1 NOTE:
FRAME N COVER THE TOP OF MASONRY IS TO BE LEFT
SUFFICIENTLY LOW TO PERMIT PROPER
ADJUSTMENT OF COVER AND FRAME TO
MADE BY THE USE OF MORTAR OR
BRICK AS DIRECTED BY THE ENGINEER.
0
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go
31�.1JIF���rt��
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■��� �H
NE■
IS
■����
NIIMC ICI(-v-W-�LX x WALL IIIK:KNcaar
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
HALF PLAN VIEW
TABLE OF QUANTITIES
BERTH
BRICK MANHOLE
CONCRETE
MANHO E
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YARDS
CU. YARDS
4
0.5
0.755
1.437
s
0.7
0.755
1.699
6
0.9
0.795
1.961
7
1.0
0.705
2.223
8
1.2
0.785
2.485
9
1.4
0.755
2.747
m
1.8
.7 0 85
3.009
It
LB
0.970
3.4-55
12
2.2
0.970
3.877
u
z.s
o.970
4.n9
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
7
5265
17
4.0
1.173
6.032
INCREMENT
0.45
-
0.582
MH-I
1TB
OBTAIN TRUE OUPNTITIES.
2. A BASE THICKNESS OF 9" WAS 115ED N
COMPUTING CONCRETE WARTITES.
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH.
4- MATERIALS 1MY BE BRICK, CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. IF BLOCKS ARE USED THE MINIMUM
THICKNESS OF SAME IS TO BE 5".
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6 Al CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
AVERT S TO BE SHIPPED N
ACCORDANCE WITH STANDARD IS-1.
THE COST OF FURNISHING AND PLACING
ALL MATERIALS INCIDENTAL TO THE
SHAPING S TO BE INCLUDED N THE BD
PRICE FOR THE STRUCTURE.
SPECIFICATION
RERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND �aV
FEBRIDGE STANDARDS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5
m8.01
DI-3cw8, 3C
C
MET
BACK OF SIDEWALK
EXPANSION KEYED
JDNT CONST. BARS D-
JONT
BAR I
A
a�' u 8AR 2" 1
n 2 Z N S I
rI■za.x.�+4la�aar�A
�IIII
,
�\\--I'I
PLAN o
1a MAX.
MAX, 20'
Pv- B g.. 3.-0..
z
z
pN
A -A
KEYED CONST. JOINT
WARPED
CUTTER
-BARS A /'APPROe H
B SC I j_ _____________ .. 0.,.... r
1 BARS F BARS E LAB iv ro
W3" DIAMETER BARS E
It
WEEP HOLE FRONT ELEVATION BARS F BARS e
- - - - - (GUTTER REMOVED)
Y/4"
g„ I�� 5X'/� BENT PLATE \ SECTION B-B
ly N
Ll
/�' R
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CO-7 STADIRDS •• L21/z'X2'/t"XIJx^
TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 & CG-8 STANDARDS.
GALVANT�D
TYPE A
TYPE B Y¢ X P' STD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT 2" AN ANGLE OF AR 30' TO ANGLE NON AT 2-C-C.
CONNECTORS PAID IS TO ANCHORED WITH ''/i• X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT TC-C. 2„
PR. PAVEMENT
01-3A I L DI-38 L 01-3C L7. WARPED PAVEMENT
- - x FLOW T y-p..
7oj,
1 1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE N SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRIC&
��� STANDARD CURB DROP INLET SPECERENCEN
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET I OF 2 REVISION DATE 12" - 30" PIPEz MAXIMUM DEPTH (H) - S' 233
IOq py 08/10 VIRGINA DEPARTMENT OF TRANSPORTATION W2
01-1
'/z SECTION CAST IRON SECTION STEEL
NOTES
2'-7"
LUGS TO BE
CAST WITH
y- L 2%' x M/i' x'/�'
1.
DEPTH OF INLET (H) TO BE SHOWN M!
m
AR r
m'-4" LONG
PLANS. FOR DEPTH GREATER THAR 10' USE
STANDARD DI -IA
B
B
A A
2.
THE "H" DIMENSION SHOWN ON THE
STANDARDS AND SPECIFIED ON THE PLANS
I
WILL BE MEASURED FROM THE AVERT OF
-
CAST GALV. ONE WELDED
THE OUTFALL PIPE TO THE TOP OF THE
-
F
IRON STEEL JOINT
STRUCTURE. PLAN "H" DMENSKNS ARE
I
APPROXIMATE ONLY FOR ESTIMATING
N
OPTION&
66 ± WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
BRACE PINS
43.6 LBS CONNECTORS
I
SHALL BE DETERMINED BY THE
- -
3 LBS TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
m
INCLUDING INCLUDING
�ONNECTOR
3.
WHEN SPECIFIED ON THE PUNS THE
AVERT IS TO HE SHAPED N ACCORDANCE
LUGS
WITH STANDARD IS-1. THE COST OF
FURNISHING AND PLACING ALL MATERIALS
/
INCUR INTTHETHE
'"-T'
DA BIDSHAPING
PRICE FORTMEE
4'-2" ''/2" z 1'/2' z 4"J
I ''/t' x 4"
STRUCTURE.
PLAN
LUGS
I 12' 9%1' ORS
4.
N THE EVENT THE INVERT OF THE
(GRATE REMOVED)
CONNECTORS
r ��
OUTFALL PPE IS HIGHER THAN THE
SEE DETAIL A
•
BOTTOM OF THE STRUCTURE, THE INVERT
OF APED
WITHHCEMENTUCMORTM TTURE O WENT
SECTION B-B
COLLAR DETAIL " MN RAISED
STR DING OR BONDING OF WATER IN THE
STRUCTURE.THE COST OF FURNISHING
TO MET SHAPPINNG' IS TO BE ALL MATERIALS INNCL INCLUDED
21 „
NG
N THE BID PRICE FOR THE STRUCTURE.
DIMENSIONS FOR
DUMP NO WASTE DRAINS TO WATERWAYS
S.
STEPS ARE TO BE PROVIDED WHEN H IS
FOR DETAILS SEE
CAST NON ONLY
STANDARRD°ST 71.
DETAIL B
6.
THIS ITEM MAY BE PRECAST OR CAST -
CAST -
DETAIL A
Dl
IN -PLACE.
4AI
HARDWARE
2 �"
1'-3. SEE DETAIL
7.
*4 X 8" SMOOTH DOWELS AT
APPROXIMATELY 12" C-C TO BE
2'-7"
CLOTH
1
PLACED IN ALL AREAS ADJACENT
I I I I �N1- DEPTH 68, N78 Qt GR.
TO CONCRETE
RB z 8 N'DTH
SETTLEMEN"T..IN OF DOWELS
A 2"%4" NOTCH MAY BE PROVIDED.
IC .e„ ''
n
`•I
SEE STANDARD T-DI-3, 4 FOR
ClipV N D. COLLAR C
3" DIAMETER
WEEP HOLE
SEE NOTE 8
8.
ALTERNATE DESIGN.
DIAMETER HCLOLO „
3;' i 12"
-
M7W�
R mum
- t2"-15' IS" OR 24"
EW
C OTM NCHIO
iN-
HARDWARE FIRMLY
EV iV iV F"
TO THE OUTSIDE OF THE STRUCTURE.
Q' > OA
9.
CAST RI PLACE CONCRETE IS TO BE
^ 'A a
1
CLASS A3 (3000 PSU. PRECAST
- Q.-
CONCRETE IS TO BE 4000 PSI.
SECTION A -A
4
J Il' -_ :
m.
ANY NGTHEALTERNATEROV&METHODS of E ENGINEER
MEETING THE AWNUVAL OF THE
CONCRETE QUANTITIES FOR MIN. DEPTH SEE D6rAL B
MAY BE SDSTRUTED FOR THE CAST IRON
AST IRON
LDS AS SHOWN HEREON.
t2" CONCRETE PPE - t440 CU. YO. CONCRETE
15" CONCRETE PPE - 1.528 CU. YD. CONCRETE
APPROXIMATE WEIGHT
11/J' 3'�' CAST IRON
GRATE 383 16 LBS
11.
TO WATERWAY
DUMP NO WASTE DRAMREQUIRED ON ALL 01M
LETTERING IS
IB" CONCRETE PPE - 1.820 CU. YD. CONCRETE
t
IF �I
OUND
GRATE TTERNG MAY
24" CONCRETE PPE - 1.817 CU, YD, CONCRETE
SECTION C-C SECTION D-D
LOCATION
VARY BY
AADDIITrowi FOOT°OF DEPTH.
GRATE DETAIL
STANDARD DROP INLET
SPECIFICATION
REFERENCE
ROAD ON`9vRDC�T STANDARDS
12" -
24" PIPE) MAXIMUM DEPTH (H) - 10'
VIRGINIA DEPARTMENT OF TRANSPORTATION
233
30z
SHEET I OF 1
E__
REVISION DATE
MAX. 6'-01. MAX. 6--0..
O.C. Y4" NPS PIPE PICKET
GRIPPING RAIL rFOR RETAINING SEE ROAD PLANS HR-1
WALL DETAILS.
)~MAX. 6'-0" MAX. 6'-0"
GROUNDING
I
I
ELECTRODE
RAE EXPANSION JOINTS AT
1'
ANCHOR
BOLTS
4"30
INTERVALS NOT EXCEEDING
3" MAX.
FEET.
IT
1'-3"
POSTS 12" MIN. NPS (2.375" O.D.I SCHEDULE 80 PIPE
RETAINING WALL
RAILS 1 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
EXPANSION JOINT
PICKETS : yy" IN. NPS ti.05" 0.0.) SCHEDULE 40 PIPE
8&SOLID STEEL SMOOTH ROUND ROD
HR-1 TYPE
II PEDESTRIAN RAILING
(FOR USE &ONG
SIDEWALKS AND RAMPS)
SEE ROADWAY PLANS
OR TYPICAL SECTIONS
2" min
12•,
FOR DISTANCE TO
11/i' NPS SCHEDULE 40 PI
SIDEWALK OR SHARD
GRIPPING RAIL
USE PATH.
GROUNDING
IT' 21/4" rtNK
ELECTRODE
MIN
NO
%y(q' SOLID STEEL
1. T)
PMOOTH ROUND R
CONCRETE FOOTING TO
N
BE DESIGNED BASED ON
GRIPPING RAIL DETAIL
Et
SOIL CONDITIONS.
12"
CNOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS)
H(
MIN
GRIPPING PAR. SHALL BE INSTALLED WHEN
TI
THE SIDEWALK OR RAMP GRADES ARE EQUAL
2. A
EARTH FOUNDATION DETAIL TO OR THAN 5 PERCENT.°
RBETNCIDENT& TCOST
V
TOER
RAL WILL HE OF
(FOR USE WITH TYPE II& DIRAILINGS) THE RLNG.
BE
SI
3" MAX.
OR BOLTS
POSTS 4/z' MIN. NPS (1.90" OA.) SCHEDULE 80 PIPE
RAILS : 11/2' MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE
HR-1 TYPE I HANDRAIL
(FOR USE &ONG STEPS)
3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307•
ASTM A563 AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN
MAX. 6'-0"��MA%. 6'-0" 4 SEE ROAD PLANS ACCORDANCE WITH AASHTO M314, GRADE 36.
4%2" O.C. Y." NPS PIPE PICKET r FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL
r4'/." O.C.'I/." SOLID PICKET F WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL
RAE EXPANSION
INTERVALS NOT
30 FEET.
RETAINING
EXPANSION
POSTS : 2" MN. NPS (2.375" O.D.) SCHEDULE 80 PPE
RAILS : 2" MIN. NPS PS (1. "" O.D SCHEDULE 40 PIPE
PICKETS : �" MIN. NPS t1.05" OA.) SCHEDULE 40 PIP)
BE INCLUDED IN THE SHOP DRAWINGS.
5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS,
AND STEPS.
6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS.
7. ALL POSTS AND PICKETS SHALL BE SET PLUMB.
S. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE
WITH ST'D. FE-6.
9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU
OF DESIGNING AND FABRICATING THE PALING. DOCUMENTATION FROM
THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS PRE
MET WITH THE BALING SYSTEM SHALL BE SUBMITTED WITH THE
INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN
ACCORDANCE WITH NOTE 1.
10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF
THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
SPECIFICATION A COPY OF THE ORIGINAL SE&EO AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDDT
REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS
IDS METHOD OF LOCATING AND ERECTING
05 REVISION DATE SHEET 1 OF 1
504 VIRGNNIA DEPARTMENT OF TRANSPORTATION I'll 601.05
CRAIG W I KOTARSKI
Lie, No. 0402048507
9119120 4'11
M E
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44493
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SHEET NO. .m o
C1.1 E
METAL INSPECTION FRAME W/SOL/D LID
4
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
EXIST GRAD (NEENAH R-1975 OR EQUIVALENT)
TOP OF CURB R=2"
FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH
EQUIV., SEAL WITH WWF
3"CONCRETECOLLAR
RUSHED STONE BEDDING
.
\ �\ �\ °
6x6 W2.9xW2.9
SILICONE SEALANT
°
//\//�/ 6"
QCRAIGW.IKOTARSKI�
2„
6" DI CLEANOUT
/�/�
\ \ \ a
//% /
Lic, No. 0402048507
��Q
a 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
=7
\//j
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B119120 4
PL D
18 d
a
6" TYPE 21A STONE COVER
OFLINE
BASE
M E
j \\��\\ �' COMPACTED SUBGRADE (CBR 11.2)
CLEANOUT DETAIL
No Scale
VDOT A-3 CONCRETE
O
N o
ut
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
{ SUBBASES
N
> E
SIGNAGE NOTES:
�lr-, i�c l ,C
"
w
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(JI
CONTINUE 21B STONE BASE
FW �3
a LL o
ZZ
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HEAVY DUTY CONCRETE SECTION
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
FROM ADJACENT PAVEMENT
o U. -
g
Z
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
SECTION UNDER CURB
s W L M
O
O
No Scale
REVISION THERE TO:
d
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
VDOT STANDARD CG-2 CURB
a > o N
2
Z
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
W m M
a
06
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CONTROL DEVICES.
DEPARTMENT
z F_ d.
��" O x
N
U
U
SIGN
C. THE VIRGINIA OF TRANSPORTATION ROAD AND BRIDGE
cc LL
w
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STD. U POST
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
� ai
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GALVANIZED
R
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2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
4„ 2'
o N
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
W
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
d . CONC CURB AND GUTTER CLASS 3A,
° (Pc=3,000 PSI) CONCRETE
00
p
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NOTE 1 ABOVE.
\/
6„
6,
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
\ 8 - a 1,y1, —�
a a ae
W
W
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
°.
13" \/ a aa.
M
2
2
REFER TO VDOT STD STP-1 DETAIL
FOR MOUNTING REQUIREMENTS
e
a ... a. a e t d 7"
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CONTINUE 21 B STONE
(!]
DATE
STOP BAR DETAIL
COMPACTED BASE FROM ADJACENT
>
SIGN AND POST DETAIL
NOTE: STOP SIGNS TO BE 30" WITH
SUBGRADE PAVEMENT SECTION
112112020
HIGH INTENSITY SHEETING NO SCALE
UNDER CURB
O}
No Scale
DRAWN BY
RESEiM RESERVED
A. FONTAINE
VDOT STANDARD CG-6 CURB & GUTTER
PAWM PARKING
SOLID WHITE LINE
•
•
DESIGNED BY
A. FONTAINE
No Scale
•
CHECKED BY
6'
2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
•
G KOTARSKI
lw��tt Wv���
$M-BOO RE $M-$500RE
•
SCALE
TOW AWAY ZOPE TOW AWAY ZONE
�
o o 8" TYPE 21-B AGGREGATE SUBBASE COURSE
•
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�
z z
(TYP.) (TYP.)
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F ABOVE AOC�BBLE U ABOVE
FINISHED FINISHED
STRIPING AND SIGNAGE DETAIL
COMPACTED SUBGRADE
GRADE GRADE
(PER GEOTECHNICAL REPORT)
Z
No Scale
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
LL.I
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
ELLO
2:
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
12" MIN
a
BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
-�I (� P)
1.5"DIAGALV. I
0
LIGHT DUTY ASPHALT PAVEMENT SECTION
J
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
RAIL (TYP.)
No Scale
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
W
WHITE BACKGROUND.
z'-10"
LLI
EXP. (TYp.)
2" ASPHALTIC CONCRETE SURFACE
2'-10" JOINT
COURSE - SM-9.5A
0
PARKING SIGNS FOR THE DISABLED
12" MIN FINISHED
3" INTERMEDIATE BASE COURSE - BM25.OA
No Scale
OVERLAP o 0 6" TYPE 21-B AGGREGATE
(rYP GRADELu
12"0
1�,
\
FABRIC 8" MIN. o 0 0 0 0 o BASE COURSE
CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK
(TYP-)0
118"
8" TYPE 21-B AGGREGATE SUBBASE COURSE
0
WASH
M
//\/\ COMPACTED SUBGRADEANCHOR
8" �A/AT/ . AA/A
WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1
IMBEDDED 24" IN GROUND HANDICAP SIGN
112" R
/ / / / / /
VATV�VA�VA�VA�VA1VA/VA�VA=
VDOT#57 \; / FILTER FABRIC WRAP
STONE 12' MIRAFI 140N OR EQUIV.
LOCATION (VAN)
HANDICAP SIGN
(MAX.)
1' q"
8 5
COMPACTED SUBGRADE
GEOTECHNICAL REPORT)
>
J
Q
4" DIA. PERFORATED
LOCATION (TYP.)
FINISHED ° °
(PER
GRAD
z
PVC PIPE
2
2 2' ,
EXP. a
° CONCRETE
JOINT
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
u"'I
W
o� o
#3 REBAR (12" O.C.)
> O
Q
EOP FACE OF
1 /8 WASH .
~ 5"#57 STONE
LU
O -'
06
DENOTES GRAVEL SECTION ON PLANS
0 0 o
PAINTED / CURB
18, 18'
- ,. e
HEAVY DUTY ASPHALT PAVEMENT SECTION
Q
0
PER
SPECVDOT. 4
f4 SPEC. PAINTED
8„
9„ +
a
' ^ g
v, W
~� m
LW
r
No Scale
GRAVEL SECTION
STRIPE
V-O" (2) #5 REBARS, BOTTOM CONTINUOUS,
° LAP 2'-2"AT SPLICES
0 Q
o
No Scale
(TYPICAL)
S' 5' 8' 8' 8' i_ 9
° NOTES:
gTT� 1. FINE BROOM FINISH ALL STAIRS.
NON -SLIP BROOM FINISH
7
L
TYPICAL VAN1'
COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED)
4"
4" DIAMETER STEEL
ACCESSIBLE ACCESSIBLE
3. SEEPIANFORRISERHEIGHT
7
Z
PIPE FILLED WITH
CONCRETE. BOLLARD
HANDICAP SPACES REGULAR SPACE
SHALL BE PAINTED
VARIABLE WIDTH'
MAX. CROSS SLOPE2%
O
TYPICAL PARKING SPACE DETAILS
EXTERIOR STAIRS WITH HANDRAIL
YELLOW
No Scale
No Scale
4
PAVEMENT
1.5"-2" BITUMINOUS CONCRETE SURFACE
COURSE - SM-9.5A
2' FROM
EP
\ \�
7-1/2"6'
/4\3,000
2'-0" DIAMETER
CONC. FOOTING
LENGTH
PSI AIR -ENTRAINED
CONCRETE
O
a 6'
S "
COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
LL
I EP
o o EXISTING
AGGREGATE BASE
Q
". \\X /�\\/�\\/�\\/
��VA��VA��VA���F
REBAR
IMBEDDED 4ANCHOR H IN GROUND;
>
5'
�A��V�VA��VA�� COMPACTED
SUBGRADE
2 PER WHEEL STOP
3.5'
MILL AND OVERLAY SEQUENCE:
REMOVE EXISTING ASPHALT. COMPACT AND
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
—
JOB No.
ROLL TEST EXISTING BASE COURSE. THEN
PLACE
'`�T���/
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
NEW ASPHALT SURFACE.
ACCORDANCE WITH VDOT STANDARDS.
4449.3
BOLLARD DETAIL
CURB TRANSITION DETAIL
MILL AND OVERLAY PAVEMENT SECTION
PRECAST CONCRETE WHEEL STOP
CONCRETE SIDEWALK PAVEMENT SECTION
SHEET NO.
C1.2
No Scale
No Scale
No Scale
No Scale
c
a
J
s
AlbemadeCounty
r Sevice Authority Hydrant FIoV1i
Date of Report
8/15/2019
s"'"'g"°'tser"`"g f ^� Test Report
I68Spdnap Rudd Chanolteswle.VA2 It
Location DISCOVERY DR
Date and Time of Test 8/15/2019 10:13:00 AM
Minutes of Flow 2
Pipe Size (Inches) _ 8
Pressure Hydrant 11913
Static Pressure (psi) 109
Residual Pressure (psi) is 96
d -1 Q20 Looped � Q20 Multiple Inline Hydrants ��I Q20 Single Flow � Sprinkler Test
�-
Single Flow
Flow Hydrant #1 11894 Pitot Pressure #1 (psi) 50 Yellow 1 I_J Test Flaw 1
1190
Flow Hydrant #2 i Pitot Pressure #2 (psi) Yellow 2 Test Flow 2
0
Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3
0
Total Estimated Flow (gpm) 1190
AWWA Q20 Calculation (gpm) 3362
(Value of zero in Q20 indicates insufficient pressure drop for calculation)
Comments
Hydrants opened all the way
For method of calculating picot flow with a red Pollard diffuser: see eq.13, Walski and Lutes article 1990 Journal Management and
Operations AWWA. For yellow Pollard diffusers, a best 0t third order polynomial equation of the Pollard flow vs. picot pressure gauge is
-
used.
Estimated Consumption (gal) 2380
For use for water audit
j//�
Signature of Tester: 1
Legend
4147 `-
1672 CSA Hydrant
InService, Ownership
I
Not In Service, ACSA Owned
�
Not In Service, Private Ownershi
�O
In Service, Private Ownership
In Service, ACSA Owned
hip
1176
rtpe•
O 4
O
/ ACSA Fire Line
-
- -
!\ WSA Water Main
1670
\�•..__�Utility Type
FIOW Hydrant Potable Water
189 -�_ _,
4) Raw Water
�
Aro CO
`'^ry Static Residual Hydrant
11913 sQa
Cb
1176
hry
611,
536
Sae \ I
i n
Ctl
- 1726
ssa
1600
sea l
S
P S OB
Oq
Utilities, structures, lot lines, and all appurtenances indicated on this map are intended for general N
layout and reference location only. This prihicut is not intended for any other use than for preliminary
planning and general location purposes. The utilities shown on this map are believed to be accurate,
however, recent utility improvements and/or system changes may have been updated since the W E
IUYG�W F
time of this printout. Any determination of topography or contours, or any depiction of physical
Improvements, property lines or boundaries is for general informal only and shall not be used for the
Service Auth`rity
design, modfication, or construction of improvements to real property or for flood plain date"lnabon. g
Contact ACSA directly for speck utility locations.
Aerial Imagery® Commonwealth of Virginia 0 60 120 180 24Feet
_- i.=..Fit ,
PlanimeVic Data Property of County of Albemarle
ACSA Stab MMOD/20YY
FIRE FLOW TEST REPORT
No Scale
ANCHOR BOLT ON CENTER LINE
OF BEND.
- FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
- FOR 18" BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND PIPE A B C D E F
4'
111/Y 10' 2'-• 3 Y-e 2'- X-0 2-
1E' To 4'- 3•-0 it S-W 2'
1B' Y 6'-e" T-3' T-0" 4'-8" 2 1/2'
4• - B 2'-e 3' 2l 1' 6 2'-e 1 Ile
e' J'- 4'- 7-e' Y-W X-3" r
22 1/S 10" 3'-3 T 3--0 2'- 3'- 2'
Ile - '- '-0 4?-31 Y
1B' 51'r-8 3' 3 4'- Y-B 21/2"
-0 3'-0" t1l 3'- 2 Ile
B' 3'-8' 8'-6 X-0 Y- X-9' 2 1 4
4S' 10' Il T 3'-U 4'-i 8' 2 1 4
12• s'-3 B'- Y-3 5'- B' 21/Y
18" B'- ll•- 3'-B' e' T-3.21 '
CHART FOR UPPER
VERTICAL BLOCKING
60
3" THREAD
1 NOMINAL INSIDE
DIAMETER EXTRA
STRONG STEEL PIPE
60 0 t4l
9
B
�L
SECTION
till BOLTS TO FACE HOOKON
OF BLOC ANCHOR
S.
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W-3A
ID-4
1/ 9
\/r
ENGINE
ON ANY PART OF THE JOINT.
4. THE CONSULTING�•'
CONCRETESHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SZE OF
ALL THRUST BLOCKS.
BLOCKSURED
NTS
4SIZE, DEAD ENDS AND AT VALVES.
2. USE 250D P.S.I. CONCRETE.
53.33 3.58
PIPE DEGREE BEND DIMENSIONS VOL TEE AND PWOS VOL
SIZE OF FEET) OU.YD. CU.YD.
BEND L H T L H T
90 2.50 250 3.01 0.24
45 2Do 2zs 26o a1s zoo 2zs 2so o.1s
221/2 1.50 200 252 0.10
111/4 L50 200 250 0.10
90 3.88 3.16 3.21 0.48
45 2,88 288 277 0.28
9" 221/2 1.68 218 289 0.13 3.16 291 266 0.32
111/4 L68 216 287 0.13
90 4.83 3.83 3.42 a63
10" k 12"
295 0.43 3.83 4.00 283 0.52
zz 1/2 2.33 250 266 aza
11 1/4 1.83 233 2.84 0.18
7D-3
COVER LIFT NOTCH
14 1/2"
12 1/2" 12 3/6"
WATER
t CAST IRON LID
-16" METER BOX
ti; rLN
ti
18"
,.. 6" EXTENSION
r� >
6'
PIPE SLOT
(a Paces)
NOTES:
(t) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
N�
Q' CL LF
O
LL o
5 E 6-
�� o
_
yEj vV ':S 1�0
rV y� nu
E
n'EO E
O 1 I � ZZ
1vE eE �E FF YS'I
�u"
TYPICAL MANHOLE FRAME &COVER
N.T.S
FIG S-FD
NT MUST BE
WITH CHARLOTIES-
S WHICH IS
QANDARD.
1
OF ANCH VARIES
e' MIN '
(z7o)
ALVE BO
7 W. FT
#66 STONE
42"MIN 6" GATE
VALVE
r i" •.1.
1 ( 8" X 6"
TEE
2500 P.S.I. CONCRETE r�
BASE AND THRUST
BLOCK AGAINST �•"\\V//
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISNRBED OR WHEN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED A7 LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.B.
FIG. W-4
To -a
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
a" IN 6„ INITIAL BACKFILL B za' IN Er.
MIN O MIN, MIN. MIN.
v
6" BEDDING
#68 STONE
+ STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a• I INITIAL BACKFILL a'MI
UNSTABLE e 6 6 6,•
SOIL\MIN MIN MIN MIN. #68 STONE
y"
-GRANULAR FILL AS
=APPROVED BY ACSA
BSI bCK' � STABLESOIL OR ROC
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION &BEDDING
NTS
FIG. W-2
CHART FOR UPPER
VERTICAL BLOCKING
60
3" THREAD
1 NOMINAL INSIDE
DIAMETER EXTRA
STRONG STEEL PIPE
60 0 t4l
9
B
�L
SECTION
till BOLTS TO FACE HOOKON
OF BLOC ANCHOR
S.
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W-3A
ID-4
1/ 9
\/r
ENGINE
ON ANY PART OF THE JOINT.
4. THE CONSULTING�•'
CONCRETESHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SZE OF
ALL THRUST BLOCKS.
BLOCKSURED
NTS
4SIZE, DEAD ENDS AND AT VALVES.
2. USE 250D P.S.I. CONCRETE.
53.33 3.58
PIPE DEGREE BEND DIMENSIONS VOL TEE AND PWOS VOL
SIZE OF FEET) OU.YD. CU.YD.
BEND L H T L H T
90 2.50 250 3.01 0.24
45 2Do 2zs 26o a1s zoo 2zs 2so o.1s
221/2 1.50 200 252 0.10
111/4 L50 200 250 0.10
90 3.88 3.16 3.21 0.48
45 2,88 288 277 0.28
9" 221/2 1.68 218 289 0.13 3.16 291 266 0.32
111/4 L68 216 287 0.13
90 4.83 3.83 3.42 a63
10" k 12"
295 0.43 3.83 4.00 283 0.52
zz 1/2 2.33 250 266 aza
11 1/4 1.83 233 2.84 0.18
7D-3
COVER LIFT NOTCH
14 1/2"
12 1/2" 12 3/6"
WATER
t CAST IRON LID
-16" METER BOX
ti; rLN
ti
18"
,.. 6" EXTENSION
r� >
6'
PIPE SLOT
(a Paces)
NOTES:
(t) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
N�
Q' CL LF
O
LL o
5 E 6-
�� o
_
yEj vV ':S 1�0
rV y� nu
E
n'EO E
O 1 I � ZZ
1vE eE �E FF YS'I
�u"
TYPICAL MANHOLE FRAME &COVER
N.T.S
FIG S-FD
NT MUST BE
WITH CHARLOTIES-
S WHICH IS
QANDARD.
1
OF ANCH VARIES
e' MIN '
(z7o)
ALVE BO
7 W. FT
#66 STONE
42"MIN 6" GATE
VALVE
r i" •.1.
1 ( 8" X 6"
TEE
2500 P.S.I. CONCRETE r�
BASE AND THRUST
BLOCK AGAINST �•"\\V//
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISNRBED OR WHEN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED A7 LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.B.
FIG. W-4
To -a
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
a" IN 6„ INITIAL BACKFILL B za' IN Er.
MIN O MIN, MIN. MIN.
v
6" BEDDING
#68 STONE
+ STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a• I INITIAL BACKFILL a'MI
UNSTABLE e 6 6 6,•
SOIL\MIN MIN MIN MIN. #68 STONE
y"
-GRANULAR FILL AS
=APPROVED BY ACSA
BSI bCK' � STABLESOIL OR ROC
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION &BEDDING
NTS
FIG. W-2
PIPE DEGREE BEND DIMENSIONS VOL TEE AND PWOS VOL
SIZE OF FEET) OU.YD. CU.YD.
BEND L H T L H T
90 2.50 250 3.01 0.24
45 2Do 2zs 26o a1s zoo 2zs 2so o.1s
221/2 1.50 200 252 0.10
111/4 L50 200 250 0.10
90 3.88 3.16 3.21 0.48
45 2,88 288 277 0.28
9" 221/2 1.68 218 289 0.13 3.16 291 266 0.32
111/4 L68 216 287 0.13
90 4.83 3.83 3.42 a63
10" k 12"
295 0.43 3.83 4.00 283 0.52
zz 1/2 2.33 250 266 aza
11 1/4 1.83 233 2.84 0.18
7D-3
COVER LIFT NOTCH
14 1/2"
12 1/2" 12 3/6"
WATER
t CAST IRON LID
-16" METER BOX
ti; rLN
ti
18"
,.. 6" EXTENSION
r� >
6'
PIPE SLOT
(a Paces)
NOTES:
(t) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
N�
Q' CL LF
O
LL o
5 E 6-
�� o
_
yEj vV ':S 1�0
rV y� nu
E
n'EO E
O 1 I � ZZ
1vE eE �E FF YS'I
�u"
TYPICAL MANHOLE FRAME &COVER
N.T.S
FIG S-FD
NT MUST BE
WITH CHARLOTIES-
S WHICH IS
QANDARD.
1
OF ANCH VARIES
e' MIN '
(z7o)
ALVE BO
7 W. FT
#66 STONE
42"MIN 6" GATE
VALVE
r i" •.1.
1 ( 8" X 6"
TEE
2500 P.S.I. CONCRETE r�
BASE AND THRUST
BLOCK AGAINST �•"\\V//
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISNRBED OR WHEN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED A7 LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.B.
FIG. W-4
To -a
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
a" IN 6„ INITIAL BACKFILL B za' IN Er.
MIN O MIN, MIN. MIN.
v
6" BEDDING
#68 STONE
+ STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a• I INITIAL BACKFILL a'MI
UNSTABLE e 6 6 6,•
SOIL\MIN MIN MIN MIN. #68 STONE
y"
-GRANULAR FILL AS
=APPROVED BY ACSA
BSI bCK' � STABLESOIL OR ROC
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION &BEDDING
NTS
FIG. W-2
7D-3
COVER LIFT NOTCH
14 1/2"
12 1/2" 12 3/6"
WATER
t CAST IRON LID
-16" METER BOX
ti; rLN
ti
18"
,.. 6" EXTENSION
r� >
6'
PIPE SLOT
(a Paces)
NOTES:
(t) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
N�
Q' CL LF
O
LL o
5 E 6-
�� o
_
yEj vV ':S 1�0
rV y� nu
E
n'EO E
O 1 I � ZZ
1vE eE �E FF YS'I
�u"
TYPICAL MANHOLE FRAME &COVER
N.T.S
FIG S-FD
NT MUST BE
WITH CHARLOTIES-
S WHICH IS
QANDARD.
1
OF ANCH VARIES
e' MIN '
(z7o)
ALVE BO
7 W. FT
#66 STONE
42"MIN 6" GATE
VALVE
r i" •.1.
1 ( 8" X 6"
TEE
2500 P.S.I. CONCRETE r�
BASE AND THRUST
BLOCK AGAINST �•"\\V//
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISNRBED OR WHEN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED A7 LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.B.
FIG. W-4
To -a
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
a" IN 6„ INITIAL BACKFILL B za' IN Er.
MIN O MIN, MIN. MIN.
v
6" BEDDING
#68 STONE
+ STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
a• I INITIAL BACKFILL a'MI
UNSTABLE e 6 6 6,•
SOIL\MIN MIN MIN MIN. #68 STONE
y"
-GRANULAR FILL AS
=APPROVED BY ACSA
BSI bCK' � STABLESOIL OR ROC
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION &BEDDING
NTS
FIG. W-2
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24"MI
INTIAL BACKFILL*
8"MIN
(6" LIFTS)
4EMBEDMENT
* THOROUGHLY COMPACTED
SPRING LINE
MECHANICAL BY HAND OR APPROVED
MECHANICAL TAMPER
OF PIPE
HAUNCHING
N0. 68 STONE
- _
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT RIGHT-OF-WAY SHALL BE
BACKFlLLED ENTIRELY WITH N0. 21A STONE.
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF N0. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
CRAIG W. J. KO'I'ARSKI
LiG, No. 0402048507
�n 8/ 19120
Z
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DATE
1/21/2020
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
SCALE
N/A
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JOB N0.
44493
SHEET N0.
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ACO DRAIN
ACO DRAIN
CORRUGATED BELL FOR GRAVITY APPLICATIONS
A
A. BELL END ACCEPTS CORRUGATED POLYETHYLENE;
AND PVC, CORRUGATED PIPE OR EQUIVALENT O.D.
SPECIFICATIONS IN 4", 6", 8", 10", 12", 15", 18", 21", 24",
27" AND 30" SIZES.
B. CURVATURE VARIES WITH MAINLINE DIAMETERS.
2
C. SPIGOT END PVC SDR 35, ASTM D3034
3
DIAMETERS: 4", 6", 8", 10", 12", 15", 18", 21", 24", 27"
3/A
AND 30"
(CONSULT PIPE MANUFACTURER BEFORE USING THIS FOR
3-
SANITARY SEWER APPLICATIONS)
B
PART PARTNAME
1 HUB ADAPTOR
2 SECURING CLAMP*
3
RUBBER SLEEVE(AVAILABLE IN NITRILE AND EPDM BY SPECIAL ORDER)
3A
UPPER SEGMENT**
3B
LOWER SEGMENT***
4
(NOT SHOWN) PIPE MANUFACTURER
TO SUPPLY VALLEY GASKET
MATERIALS
PVC SDR 26 ASTM D3034
BAND SS #301
SCREW SS #305
HOUSING SS #301
ASTM F477
OPTIONAL. #316 STAINLESS STEEL BAND, SCREW AND HOUSING
" DISTANCE BETWEEN 4A AND 4B WILL VARY BY PRODUCT TYPE
INSERTA TEE SIZE
HOLE DIAMETER
WILL NOT APPEAR ON RUBBER SLEEVES FOR CONCRETE OR
4"
(100 mm)
4 Y2'
(114 mm)
CLAY PIPE
6"
(150 mm)
6 Y2"
(165 mm)
8"
(200 Drum)
8 %4"
(222 mm)
10"
(250 mm)
10 %"
(276 mm)
12"
(300 mm)
12'/8"
(327 mm)
15"
(375 mm)
15 %6"
(402 mm)
18"
(450 mm)
19 %6"
(503 mm)
21"
(525 mm)
22 %e'
(573 mm)
24"
(600 mm)
25 %e'
(643 mm)
27"
(675 mm)
28 Y2"
(724 mm)
30"
(750 mm)
32'7/as'
(826 mm)
NOTE: RECOMMENDED METHOD OF CUTTING HOLE IS WITH HOLE SAW FOR PVC AND OTHER PLASTICS, AND DIAMOND BIT FOR CONCRETES,
CLAY, FRP AND D.I. (SEE INSTALLATION INSTRUCTIONS.
HOLE SAWS ARE AVAILABLE FOR PURCHASE OR RENT.)
wenavPvice rinauNl
STR NMNG TAPI
CONTAINS IDTi
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SUBJSSIONO WI-THISERINWMCH INOT CONFER HAS PROPRIETARY OR
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GRASSPAVE2 Firelane Detail
Use this detail for delineating a Grasspave2 firelane
FIRFIANE
rLPe'll!"9
RRELANE
FraVJE EDGE
TRFATMENi AREAS
GRAVEL ROADBA
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GRASSPAVE2 FlRFIANE
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TH6 DETAIL R SCHEMATC IN NATURE DESIGNERS SPEOFY SPAONG AND DESIGN OF EDGE
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GRASSPAVE2
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Invisible Structures, Inc.
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GRASSPAVE2 FlREIANE
SURFACE MOUNTEO
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ulvGHr
COMPACTED SANDY
GRAVELRMDBASE
,�NVUSIBLE
STRUCTURES'
303-233-8383
www.irwisibleseuctures.com
V4.1
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li ao�rrtw k-+11E.
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Type 902D In -line catch basin
1031"1262 mml
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I _[�Ellff��flI
Outlet
Product
Outlet size
Invert
GPM
CFS
(Sch. 40)
Depth
A_
Bottom outlet - SK2-00
4" round
7,87"
153
0.34
A_
Bottom outlet - SK2-040
4" round
15.75"
216
0.48
B
Bottom outlet -SK2-00
6" round
7.87"
344
0.77
IL
Bottom outlet - SK2-040
6" round
15.75"
486
1.08
C
End outlet- SK2-00
4" round
7.87"
132
0.29
C
End outlet - SK2-40
4" round
15.75"
202
0.45
D
End outlet - SK2-10
6" round
9.84"
320
0.71
D
End outlet - SK2-40
6" round
15.75"
437
0.97
E
Type SK2.902D
4" round
25.33"
263
0.59
F
Type SK2-902D -
4" round
31.83"
297
0.66
G
Type SK2-902D
4" round
23 76"
254
0.57
IL
Type SK2-902D
F round
31.83"
658
1.47
I
Type SK2-902D
4" round
23 91"
255
0.57
Type SK2-902D
30.40"
290
0.65
4" round
K
Type SK2-902D
6" round
24.68"
570
1.27
L.
Type SK2-902D
4" round
24.13"
256
0.57
M
Type SK2-902D
6" round
31.82"
658
1.47
N
Type SK2-902D
4" round
31.26"
294
0.66
O
Type SK2-902D
6" round
31.26"
651
1.45
P
Type SK2-902D
31S2"
1149
2.56
8" round
6" round
Q
Type SK2-902D
30.32"
640
1.43
R
Type SK2-902D
4" round
23.19"
251
0.56
S
Type SK2-902D
4" round
29.90"
288
0.64
April 2018
).BTINIBmmI
ma
Ipza•pfipmN
Half meter channel
Side
19.69" (0.5 meter)
End Cap
Bottom
F
10.83" (275 mm)
12.83" (326 man)
14.80" (376 mm)
16.77' (426.mm)
Total capacity =19 gallons
Note: These are the pipe flow
0.20"
(5mm)
rates at the specified outlet,
�«
140T channel now rates. 'Catch
basin flow rates are without
trash bucket - using trash
bucket reduces flow.
Bell end to fit
d
4" Or 6"
D
Sch. 40 pipes
c
I. 1.25" (32mm)
L1
4
SPECIFICATION CLAUSE
CO E
E
S200K POWERDRAIN - LOAD CLASS D
EXPANSION JOINT TO PAVEMENT PER
SEE NOTE 4 DESIGN
GENERAL
d� DOCUMENTS
THE SURFACE DRAINAGE SYSTEM SHALL BE
POLYMER CONCRETE S200K CHANNEL SYSTEM WITH
DUCTILE IRON EDGE RAILS AS MANUFACTURED BY
ACID POLYMER PRODUCTS, INC.
MATERIALS
4CHANNELS
SHALL BE MANUFACTURED FROM
ZIPOLYESTER
ff
RESIN POLYMER CONCRETE WITH AN
INTEGRALLY CAST -IN DUCTILE IRON EDGE RAIL.
MINIMUM PROPERTIES OF POLYMER CONCRETE WILL
BE AS FOLLOWS:
COMPRESSIVE STRENGTH: 14.000 PSI
FLEXURAL STRENGTH: 4,000 PSI
TENSILE STRENGTH: 1,500 PSI
WATER ABSORPTION: 0.07%
d /
FROST PROOF YES
Q
DILUTE ACID AND ALKALI RESISTANT YES
4
B117 SALT SPRAY TEST COMPLIANT YES
THE SYSTEM SHALL BE 8" (200mm) NOMINAL
8" (200mm) d
INTERNAL WIDTH WITH A 10.2" (260mm) OVERALL
4
d
WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL
d d< /
/
INVERT SHALL HAVE DEVELOPED'V' SHAPE. ALL
CHANNELS SHALL BE INTERLOCKING WITH A
/
MALEMALE JOINT.
/
THE COMPLETE DRAINAGE SYSTEM SHALL BE BY
THE C
ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR
PARTIAL SYSTEM DESIGN AND/OR IMPROPER
INSTALLATION WILL VOID ANY AND ALL WARRANTIES
8" (200mm) 8" (200mm)
PROVIDED BY ACO POLYMER PRODUCTS, INC.
NOTES:
CHANNEL SHALL WITHSTAND LOADING TO PROPER
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.
LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE
ENGINEERING ADVICE MAYBE REQUIRED.
SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD
2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE
CLASS SPECIFIED AND INTENDED APPLICATION.
AIR POCKETS.
GRATES SHALL BE SECURED USING'POWERLOK
3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL
BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE
AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED.
SHALL BE CERTIFIED TO MEET THE SPECIFIED EN
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE.
1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO
IN ACCORDANCE WITH THE MANUFACTURER'S
DETERMINE PROPER LOAD CLASS.
INSTRUCTIONS AND RECOMMENDATIONS.
6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS.
SK2-D-ECP
S200K - POWERDRAIN - LOAD CLASS: D
ACO Polymer Products, Inc.
825 W. Berechcran St
9470 PInecone Dr.
4211 Pleasant Rd.
Exposed Concrete Pavement
•
Casa Grande, AZ 85122
Mentor, OH 44060
Fort Mill, SC 29708
INSTALLATION DRAWING - ACO DRAIN
7e1: 520421-9986
Tel: 440839-7230
Tel: 440-6397230
DATE: 08/25/15
Fax: 520-421-98AA
Fax: 440-639-7235
Fax: 803-802-1063
Arizona Tel: 888-490-9552 e-mail: sales(a)acousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764
Product Features
• Certified to EN 1433 Load Class F - 200,000lbs - 4,182 psi
• Uses 'PowerLok'boftless locking system
• Suitable for use with S200K and H2O0K channels
• Manufactured from ductile iron to ASTM A 53684 - Grade 304 65-45-12
• AWShunt lugs
April 2018
O
Side elevation
O
Z
FB
Specifications
General
The surface drainage system shall be ACID PowerDrain or SlabDrain, complete with ACID
ductile iron slotted grate with 'PowerLok' locking as manufactured by ACO, Inc. or similar
approved.
Materials
The covers shall be manufactured from ductile iron and have minimum properties as
follows:
• Independently certified to meet Load Class F
to EN 1433 - 200,000 lbs - 4,182 psi
• Ductile iron to ASTM 536-84 - Grade 65-45-12
• Intake area of 450 sq. cm per 112 meter of grate
The overall width of 13.25" 337mm and overall length of 19.68" 500mm Slots
measure at a maximum of 0.75" (19mm).
Grate
Grate is slotted ductile iron. Ductile iron ASTM 536-84- Grate 65-45-12. After removal of
grates there shall be uninterrupted access to the trench to aid maintenance.
Grates can be used for PowerDrain or SlabDrain.
Installation
The trench drain system and grates shall be installed in accordance with the
manufacturer's installation instructions and recommendations.
delete as appropriate
tarwirw-AC[D�HTmiln -s®s
ACO DRAIN
8" width - ductile iron slotted grate
Plan view
T9 fie' Isao mmI
l;
O
0
v
O
V
Q 4Yi0
0.9r125mN
B� 191.116mJ
Description Part No. Length Width Weight
Inches (mm) Inches (mm) Ihs.
PowerLok grate
SK2 ductile iron longitudinal grate - Cl E
72263
19.68 (500)
9.35 (238)
26.4
PowerLok locking mechanism
PowerLok Grate
ACID PowerLok is a
- Lug
patented boftless locking
system. Grates are
PowerLok Device
removed and replaced with
unlocked' position
minimum time and effort
for ease of maintenance.
Lugs on the rail opposite
PowerLok Rail
the PowerLok device slots
into recesses in the grate.
The PowerLok device is
PowerLok Device
used to engage the lug on
'locked' position
the rail at two locations per
Recess in Grate
grate to'lock'the grate to
PowerLok Rail
the channel.
-
ACO, Inc.
PE
Northeast Sales Office
Will Sales Office
art Sales Office
Follow� on
9470 Pinecone Drive
825 W. Beechcraft St.
4211 Pleasant
4211 Pleasant Road
ryus
®U
Mentor, Ohio 44060
Casa Grande, AZ 85122
Fort Mill, SC 29708
U 111
Tel: (440) 639-7230
Tel: (520) 421-9988
Toll free: (800) 543-4764
Electronic Contact:
Toll free: (800) 5434764
Toll Free: (888) 4909552
Fax: (803) 802-1063
mfo®ACODrain.us
Milo
Fax: (440) 639-7235
Fax: (520) 421-9899
ww YACODrain.us
a N,112018, ACO, Inc. TNs iMarmaaw
is btliawtl to Ee acarare but R is no[gueante� ro be sp. We wmot assume Aabntylw results Wrt buyer pbbim xiN w protlucl
since coldiaons d use ae beyond e• wntml
olthe compalry. k ¢Ma wstomeh respwsihif4y to sraluate suhability antl safely of product for his own use. ACO, Inc.
reserves the right ro change Me pmtlutl antl specificaGwswilhpN w6rz.
April 2018
O
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CRAIG W. I K0•FARSKI
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INV.IN = 534.04 (N)"21 "PLASTIC \ I I I 1 I r - - / _ TOP = 550.90' \\ \ I \
INV OUT=533.9724"PLASTIC \ \ R�RA�1 I 1 / l n i I /� - - - - - - - - - _ _ ' INV-lN= 544.20�5"
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SIDEWALK
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DISCOVERY DRIVE - I I I \ ' 12" WO
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DB 2085 PG 714 12" BE a / /l I - - - - - _ I _ 1 APPROXIMATE LOCATION
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1�/ASITIC WIPETS I I I �/ I / / / / a - - _! - - I / Y - - - - _ _ _ - _ - N/F UNIVERSITY OF VIRGINIA
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CRAIG W I KOTARSKI
Lie. No. 0402048507
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/// PID 03200-00-00-006RO \ \
UNIVERSITY OFVlRG1NlAFOUNDATION
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112112020
DRAWN BY
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++++++++++.._+-_ly�-,��1-��1��+++_+I+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
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NOTES:
+
...
+ +
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1 CONTRACTOR TO COORDINATE WITH
+
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UTILITY PROVIDER TO RELOCATE EXIST.
+
+
/
/
+ + +
+ +
+ +
+ +
FIBER OPTIC LINE AND TELEPHONE LINE
+
'+
/ /
+ + +
+ +
+ +
+ +
AS NECESSARY FOR CONSTRUCTION.
+ +
+ +
+ +
+ +
2. EACH OUTDOOR LUMINAIRE EQUIPPED
. -
. . .
. . .
I + + +
+ +
+ +
+ +
WITH A LAMP THAT EMITS 3,000 OR MORE
+' + . . .
+ JI
+. .} .I P. Z
+ z
.. - _ + + + + + + + + INITIAL LUMENS SHALL BE A FULL CUTOFF
+ + + + + + + + LUMINAIRE AND SHALL BE ARRANGED OR
+ + + + + + + + + SHIELDED TO REFLECT LIGHT AWAY FROM
+ + + + + + + + + ADJOINING RESIDENTIAL DISTRICTS.
Gi; + + + + + + + + 1 3. A KNOX BOX SHALL BE REQUIRED FOR THE
. + 11I j / / + + + + + + + + + PROPOSED BUILDING.
+. / / / SD CURB INLET +dj + + + + + + + + ARCHITECT/CONTRACTOR SHALL
+ + (0 / j TOP= 552.38' W
INV OUT = 543.98' +� + + + + + + + + + + + + + + COORDINATE WITH FIRE MARSHAL'S
+ + Z //`V
_ __ Y // ASPHALT ASPHALT ASPHALT + + + + + + + + OFFICE FOR FINAL LOCATION.
+ + �" /j / 18" PLASTIC + + + + + + + + + 4. ALL WATER AND SEWER FACILITIES TO BE
+ I / RESTRIPE PARKING RELOCATED + + + + + + +
�UMPSTER / / OTj DEDICATED TO PUBLIC USE AND THE
+ I ® / / / FLUSH CURB CURB TRANSITION CG-6 TO MATCH EXISTING FIRE HYDRANT +� + + + + + + + +
+ 1' aREA / / / — + + + + + + + EASEMENTS FOR THOSE FACILITIES AND
+ + . 20'DRAINAGE /j +m + + + + + + + + SHALL BE IDENTIFIED BY A STATEMENT
1 /
+ + + + + + +
I THAT THE FACILITIES ARE T BE
EASEMENT /
/ A C S O
2 B LLARDS + + + +
— —
DEDICATED TO THE ALBEMARLE COUNTY
+ + DB 2085 PG 714 � + + + + + + +
CONC. — --
O C w o
+ + +� + + + + + + + + SERVICE AUTHORITY.
PAD
+ + ® � _ HN . .................ER�'= '=�' �'=�'= "'="' + � + + + + + + + 5. CONTRACTOR TO COORDINATE WITH
+ Vi
+ + 1 ®' FLUSH RB a c o ° \\ — +� + + + + + + + + CHARLOTTESVILLE GAS DEPARTMENT IN
+ I.. 9.72' CONG SWK C & G
°< ° 6 - � A \ \ �+p�p+f+f+f+f+f+f+++ REGARDS TO THE INSTALLATION OF THE
} + + .� � � %� SIGN v v \\\ A ROXIMATE - + '" } + } + + + } + } GAS LINE AND ASSOCIATED METER.
LANDSCAPE \\
+ TER EASEM N NEW/ADJUSTED AC, + + +
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} ��/ WALL
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+ + \\ + + + + + + + + + p0 $
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93.5' l \ + + + + + + + + +
+ , \\ f+ f+ f f f+ f f
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+ (%� / 5' CQNCREI�E \ + + + + + + + f + +
+ + __� SIDEWALK \ + + + + + + + + +
f + +.� . / / PID 03200-00-00-019EO °° ' + + + + + + + + + 0 20' 40,
. . . I UNIVERSITY OF VIRGINIA FOUNDATION \\\ 0* Ir + + + + + + + + +
+ j I — DB 3838 PG 028 PROPOSED BUILDING \ \ + + + + + + + + + +
+ I — 710ACRES ADDITION � \ + + + + + + + + + +
+ +1 I I 1725DISCOVERYDRIVE 10,745SF
+ I I 2 LEVEL BRICK FACILITY \\ + + + + + + + + + + v
+ t I I GAS 115' ° \\ + + f + + + f + +
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+ + I PRECAST CONCRETE + + + + + + + + +
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I I OF 10" HDPE ROOF DRAIN � I
. + + + + + + + + + +
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APPROXIMATE SANITARY SEWER AND METER I + + + + + + + + +
I APPROXIMATE I I
+ +' LOCATION OF LOCATION OF EX/STING CONNECTION ROOF DRAIN ) I + + + + + f + + + f
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� I SHRUBS � \ / + + + + + + + + + +
+ 4.+ \�\ 1 II FI ER OPTICI+ + + + + + + + + +
` ` \ —UFO— UFO— — — FO-� — —UFO— UFO— — OF 1 / I 1 + f + + + + + + + +
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+ APPROXIMATE LOCATION VARIABLE WIDTH + + + + + + + + + +
++ I \\\�\\�� PROPOSED 20'WA TER EASEMENT \ 4"PVC N I APPROXIMATE20' I I
+ + + + I ASPHALT ACCESS EASEMENT 110.4' I \ / 1 I + + + + + + + + + + RURAL AREAS ZONE
+ + W" � \ \ IRE HYDRANT DB 2085 PG 714 � SANITARY � M WATER LINE EAS�MENT I
\ \ NEW 20' WIDE ACSA DB 2085 PG 711 ONTRACTOR TO I + + + + + + + + + +
+ + \ \ ASSEMBLY \I SEWER SEEDB2085 G712 + + + + + + + + + + + +
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I I
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CHECKED BY
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44493
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C4.0
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'ucT _ + +++++++++++++++++++++++++++++++++++++ +++++++++++++� + + +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LEGEND:
S GATE __ UCT _ - + + + + + + + + + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + P 1 TiI Q�
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> ° na .,
-\ 20.38'
y UTILITY YARD ➢° + + + + + + + + + PQ 8119120 {V
29' + + + + + + + + + 50' BUFFER HEAVY DUTY ASPHALT
I 1 n 2 GAS METER AND \� �_ + + + + ... + + AREA ZONALs�0
TOP=54225' I I A I CONNECTION (SEE NOTE #5) ' + + + + + +00�g13
= 534.30' 8 PVC I I I O + + + + + + + ��
I I (2) BOLLARDS + + + + + + + + + LIGHT DUTY ASPHALT
534.15'8"PV I I + + + + + + + + + .
' RELOCATE 15' r + + + + + + + + + W
VEPCO EASEMENT + + + + + + + + +
- MANAGED I I ' + + + + + + + + + O GRAVEL o E
1 + + + + + + + + + rn
STEEP SLOPES I I 340' + + + + + + + + + N u
I I I I I N C
I BUFFER AREA w
III '
I I + + + + + + + + + W _ _
o RELOCATE FIBER OPTIC LINE MATCH LINE SEE SHEET C4.0
I I I (SEE NOTE #1
1 + + + + + + + + + x h I-
+ + + + + + + + + + a LL oU. g Z Z � � >• � � � � �' � � � � � � � � � � � � � � � � � � � � � � � � � � � � � E � Q � REINFORCED TURF
Z I { I + + + + + + + + + + rs O O
I I _O 1 ,I 1 + + + + + + + + + Q NOTES: Q _j U co z U U
11} I PID 03200-00-00-006RO + + + + + + + + + + � I � - i p
I I O + + + + + + + + + 1. CONTRACTOR TO COORDINATE WITH w " o 0
I w "o NIF UNIVERSITY OF VIRGINIA FOUNDATION e a> o ry
5' TALL + + + + + + + + + + UTILITY PROVIDER TO RELOCATE EXIST. W N o. 2 Z
DB 4957 PG 692 cr) W > >
w + + + + + + + + + I FIBER OPTIC LINE AND TELEPHONE LINE z_ °, � O O
i i RETAINING WALL
(DESIGNED BY 455.85ACRES + + + + + + + + + + .� U U U
CONTRACTOR) 4419 DICKERSON ROAD 26 + + + + + + + + + AS NECESSARY FOR CONSTRUCTION. 0 m ¢ w 0 0,
II O I II , +++++++++++++++++++ 2. EACH OUTDOOR LUMINAIRE EQUIPPED oa c� p jj
I " ~ n + + + + + + + + + +� WITH A LAMP THAT EMITS 3,000 OR MORE m = v N z O O
I 133'
. . . . III OI w + + + + + + + + + INITIAL LUMENS SHALL BE A FULL CUTOFF = v Q' m O >
� N I EMERGING TECHNOLOGY + + + + + + + + + + o N Q g
U) +I I LUMINAIRE AND SHALL BE ARRANGED OR rn
. I
p1 SHIELDED TO REFLECT LIGHT AWAY FROM w O O
CENTER TWO (ETC 2) + + + + + + + + + s >
+ + + + + + + + +
+ + + + + + + + ADJOINING RESIDENTIAL DISTRICTS.
PROVIDE UTILITY BOX AND 22 F ++++++ ++ +++++++++ 3. AKNOXBOX SHALL BEREQUIRED FOR THE co a d
COORDINATE WITH PROVIDER 55, 0 GS
+ + + + + + + + + PROPOSED BUILDING. `� ~ z J
ON FINAL LOCATION FFE = 549.00 + + + + + + + + + ARCHITECT/CONTRACTOR SHALL w w
yl I I I I I + + + + + + + + + COORDINATE WITH FIRE MARSHAL'S a a
+ + + + + + + + + vi
2' - e' TALL OFFICE FOR FINAL LOCATION.
I , I ° + + + + + + + + + + RETAINING WALL M 2 2
Q + + + + + + + + + 4. ALL WATER AND SEWER FACILITIES TO BE O
I (DESIGNED BY 01
O
6" CLASS-52 DIP FIRE + + + + + + + + + + = to trl
6" SANITARY SEWER + + + + + + + + + + CONTRACTOR) DEDICATED TO PUBLIC USE AND THE
I\ I ROLL TOP DOOR LINE CONNECTION I EASEMENTS FOR THOSE FACILITIES AND
I 5' + + + + + + + + + + � Lu
I CONNECTION O
e ���IyS�d.OE II S I \ ++++++++++++++++++++ SHALL BE IDENTIFIED BYASTATEMENT =
(8) 6" RISERS W/ HANDRAIL 2" TYPE-K COPPER
ROLL TOP DOOR
0 I I DOMESTIC SERVICE ° + + + + + + + + + + THAT THE FACILITIES ARE TO BE H
ADA RAMP \ + + + + + + + + + + DEDICATED TO THE ALBEMARLE COUNTY o 0 0
\ + + + + + + + + + + 5. CONTRACTOR TO COORDINATE WITH U Q
W/ HANDRAIL LOADING AREA w Q
�I- + + + + + + + + + + SERVICE AUTHORITY. > w N ^I
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+ + + + + + + + + ++ + ; + + + + + + + +! + +I + + + + + + + + A [++
++++t ++++ +++/ +++++++++++''+++ +++ +++++++++I+++-++++ + + + + + + + + + + + + + t + + + + + + I+ + + + +;+ + + + I o
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TREES
BOTANICAL NAME
ACE ARM
ACER RUBRUM 'ARMSTRONG'
BET RIV
BETULA NIGRA
PLA OCC
PLATANUS OCCIDENTALIS
QUE PHE
QUERCUS PHELLOS
TIL GRE
TILIA CORDATA'GREENSPIRE'
SHRUBS
BOTANICAL NAME
ILE HOO
ILEX CRENATA'HOOGENDORN'
ILE INK
ILEX GLABRA'COMPACTA'
ITE SPR
]TEA VIRGINICA'SPRICH'
GROUND COVERS
BOTANICAL NAME
CAR CHE
CAREX CHEROKEENSIS
HYP CAL
HYPERICUM CALYCINUM
RUD HIR
RUDBECKIA HIRTA
SED ALIT
SEDUM X'AUTUMN JOY'
NOTE:
• ANY TREES NEAR THE 100' SIGHT DISTANCE LINE
ARE TO BE LIMBED UP.
EXISTING SIGN
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LANDSCAPING FOR NEW BUILDING ADDITION OF 10,000SF
County of Albemarle
Conservation Plan Checklist — To be placed on Landscape Plans
(Handbook, pp III-284-111-297 for complete specifications)
1. The following items shall be shown on the plan:
❑ Trees to be saved;
❑ Limits of clearing (outside dripline of trees to be saved);
❑ Location and type of protective fencing;
❑ Grade changes requiring tree wells or walls;
❑ Proposed trenching or tunneling beyond the limits of clearing.
2. Marldngs:
❑ 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 -Construction Conference:
❑ Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
❑ Such devices shall not adversely affect trees to be saved.
6. Fires:
❑ Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencing:
❑ 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 Inspector prior to grading or construction.
9. Tree Wells:
❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunnein2:
❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
❑ Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/06 Page 1 of 1
I N FTINNI�titA
T
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
GROUNDCOVER/ PERENNIAL PLANTING
NOT TO SCALE
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 SEWERNVATER 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 Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH
PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS
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.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUTAWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP Y3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
PLANT
SCHEDULE
TREES
CITY
BOTANICAL NAME
COMMON NAME
I MIN. INSTALLED SIZE
IROOT
CANOPY
PLA OCC
11
1PLATANUSOCCIDENTALIS
I AMERICAN SYCAMORE
2.5" CAL.
JB&B
11362SF
TREE CANOPY REQUIREMENTS
* per Sec. 32.7.9.8 of the Albemarle County Code.
REQUIREMENT
SITE AREA
CALCULATIONS
REQUIRED
PROVIDED
10% OF THE SITE IS TO
1,362 SF(PROPOSED) +
BE COVERED BY TREE
309,271 SF
309,271/.10 = 30,927 SF
30,927 SF
164,574 SF(EXISTING) _
CANOPY
165,936 SF
LANDSCAPING FOR NEW BUILDING OF 457220SF
PLANT SCHEDULE
TREES
CITY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
CANOPY TOTAL
ACE ARM
5
ACER RUBRUM 'ARMSTRONG'
ARMSTRONG RED MAPLE
2.5" CAL.
B&B
44SF
220SF
BET RIV
2
BETULA NIGRA
RIVER BIRCH
2.5" CAL.
B&B
397SF
794SF
PLA OCC
5
PLATANUS OCCIDENTALIS
AMERICAN SYCAMORE
2.5" CAL.
B&B
1362SF
6,810SF
QUE PHE
7
QUERCUS PHELLOS
WILLOW OAK
2.5" CAL.
B&B
419SF
2,933SF
TIL GRE
4
TILIA CORDATA'GREENSPIRE'
GREENSPIRE LITTLELEAF LINDEN
2.5" CAL.
B&B
288SF
1,152SF
= 11,909SF
SHRUBS
CITY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
SPACING
SPACING
ILE HOO
30
ILEX CRENATA'HOOGENDORN'
HOOGENDORN JAPANESE HOLLY
30" HT./SPRD.
CONTAINER
36" o.c.
ILE INK
33
ILEX GLABRA'COMPACTA'
COMPACT INKBERRY
30" HT./SPRD.
CONTAINER
36" o.c.
ITE SPR
30
ITEA VIRGINICA'SPRICH'
VIRGINIA SWEETSPIRE
30" HT./SPRD.
CONTAINER
36" o.c.
GROUND COVERS
CITY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
SPACING
CAR CHE
145
CAREX CHEROKEENSIS
CHEROKEE SEDGE
1 GAL.
CONTAINER
12" o.c.
HYP CAL
195
HYPERICUM CALYCINUM
CREEPING ST. JOHN'S WORT
1 GAL.
CONTAINER
18" o.c.
RUD HIR
43
RUDBECKIA HIRTA
BLACK-EYED SUSAN
1 GAL.
CONTAINER
18" o.c.
SED ALIT
41
SEDUM X'AUTUMN JOY'
AUTUMN JOY SEDUM
1 GAL.
CONTAINER
18" o.c.
: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,
Z-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
STREET TREE REQUIREMENTS
* per Sec. 32.7.9.5 of the Albemarle County Code
STREET
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
DISCOVERY DRIVE
423 LF
1 LG TREE PER 50 LF
423/50 = 8.5
9 LG TREES
9 LG TREES
INTERIOR PARKING LOT LANDSCAPE AREA
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENTS
REQUIREMENT
PARKING LOT AREA
CALCULATIONS
REQUIRED
PROVIDED
5% GROSS PARKING AREA
17,417 SF
17,417 x .05 = 870.85 SF
871 SF
1,892 SF
INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENT
PARKING LOT SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 LG. OR 1 MED. SHADE
TREE PER 10 PARKING
39 PARKING SPACES
39/10 = 3.9
4 LG. OR MED. SHADE TREES
10 LARGE SHADE TREES
SPACES
TREE COVER CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
24.2 AC GROSS SITE
(
o0
10/ COVER
24.2 AC x .1 = 2.42 AC =
105,416 SF
686,09SF( ROPOSE
+11,909SF(PROPOSED)
AREA)
105,416 SF
=698,174 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 1T_
-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
OVERALL HEALTH OF THE PLANT.
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP %3 OF BALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW -RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
SHRUB PLANTING
NOT TO SCALE
III
CONTAINER
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
'W. C III
W'd. 1
08/19/20 !
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