HomeMy WebLinkAboutARB201900122 Plan - Other (not approved) 2019-10-22UVA FOUNDATION - 1725 DISCOVERY DRIVE
TAX MAP PARCEL AND OWNER INFO: PARCEL 03200-00-00-019EO
UNIVERSITY OF VIRGINIA FOUNDATION
P.O. BOX 400218
CHARLOTTESVILLE, VA 22904
ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP)
AIRPORT IMPACT OVERLAY
ENTRANCE CORRIDOR OVERLAY
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: 8/19/2019
DATUM: VERTICAL: NAVD88
SETBACKS
*PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANSCAPED)
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 COMMERCIAL/INDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE
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: OFFICE (RESEARCH, LABORATORY)
PROPOSED USE: OFFICE (RESEARCH, LABORATORY)
±10,745 SF ADDITION
EXISTING PARKING: 176 SPACES (PER APPROVED SITE PLAN SDP200100047)
REQUIRED PARKING PER ORDINANCE: (36,120 SF X 0.8) X (1 SPACE / 200 SF)
= 145 SPACES
MAXIMUM PARKING ALLOWED FOR CURRENT USE: 1.2 X 145 SPACES = 174 SPACES
PROPOSED PARKING:
PHASE 1 = 176 SPACES NO CHANGES TO EXISTING PARKING PROPOSED
PHASE 2 = 232 SPACES 62 SPACES ADDED, 6 SPACES REMOVED
ADA PARKING REQUIRED:
PHASE 1 = 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2012 VCC)
PHASE 2 = 7 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC)
ADA PARKING PROVIDED: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047)
MAXIMUM BUILDING HEIGHT: 3 STORIES
(OFFICE, PER UVARP DESIGN CODE)
TOTAL PROPOSED DISTURBED AREA: 1.29 ACRES
PHASE 1 = 0.45 ACRES
PHASE 2 = 0.84 ACRES
IMPERVIOUS AREA
EXISTING: 2.21 ACRES
POST PHASE 1: 2.42 ACRES
POST PHASE 2: 2.94 ACRES
*PHASE 2 (ADDITIONAL PARKING) WILL BE TRIGGERED UPON CONVERSION OF TENANT SPACE OR THE EXPIRATION
OF CURRENT LEASES THAT WILL REQUIRE EXCESS PARKING COMPARED TO THAT WHICH CURRENTLY EXISTS ON
SITE.
TRIP GENERATION
LAND USE: GENERAL OFFICE BUILDING
ITE CODE: 710
AMOUNT: 36,120
UNITS: SF (GFA)
WFFKDAY
ADT
AM PEAK HOUR PM PEAK HOUR
352
IN
47
OUT
6
TOTAL
53
IN
9
OUT
42
TOTAL
51
UTILITY DEMANDS
WATER FLOW (AVERAGE DAILY DEMAND)
10,745 SF X 250GPD / 1000 SF = 2,687 GPD
AVERAGE HOUR = 2,687 / 24 = 112 GALLONS PER HOUR
MAX HOUR = 300% OF AVERAGE HOUR = 112 X 3 = 336 GALLONS PER HOUR
PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 672 GALLONS PER HOUR
INITIAL SITE PLAN
COUNTY OF ALBEMARLE, VIRGINIA
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DEVELOPER:
UNIVERSITY OF VIRGINIA FOUNDATION
P.O. BOX 400218
CHARLOTTESVILLE, VA 22904
CONTACT: CHRIS SCHOOLEY
TELEPHONE: (434) 982-3777
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTfESVILLE, 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
C2.0
EXISTING CONDITIONS
C2.1
DEMOLITION PLAN - PHASE 1
C2.2
DEMOLITION PLAN - PHASE 2
C4.0
LAYOUT AND UTILITIES - PHASE 1
C4.1
LAYOUT AND UTILITIES - PHASE 2
C5.0
GRADING AND DRAINAGE - PHASE 1
C5.1
GRADING AND DRAINAGE - PHASE 2
C7.0
STORMWATER PROFILES
L1.0
LANDSCAPE PLAN - PHASE 1
L1.1
LANDSCAPE PLAN - PHASE 2
L2.0
LANDSCAPE NOTES & DETAILS
TOTAL = 14 SHEETS
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
L 0RAMW J. XOTAJ..ZS1<I
Lic. No. 0402048507
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DRAWN BY
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DESIGNED BY
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SEWER FLOW (AVERAGE DAILY FLOW)
10,745 SF X 250GPD / 1000 SF = 2,687 GPD
JOB NO.
44493
SHEET NO,
C0.0
GENERAL NOTES
TOP OF CURB
4"
LEGEND
ROADS
STORM PIPE & STRUCTURE NO.
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DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
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BENCH MARK
CLEARING LIMITS
200
EXISTING CONTOUR
200
PROPOSED CONTOUR
+ 240.5
EXISTING SPOT ELEVATION
TC 240.5
PROPOSED SPOT ELEVATION
1O
PARKING COUNT
ACSA GENERAL WATER & SEWER CONDITIONS
SEWER
S EXISTING SANITARY SEWER
WATER
EXISTING WATER LINE
GRADING
TC = TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
JUNE 27, 2019
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.
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 7:00AM
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.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT
OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW.
CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE
ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE
CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR
TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE
APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT
1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY
REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE
PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS
DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION
(PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER
SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER
CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE
REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR
THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL
FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE
SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN
ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR
ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20,
TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND
GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S
REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 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.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO
BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL
TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES;
CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION
CONTROL INSPECTOR.
1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
ING AGGREGATE BASE
COMPACTED SUBGRADE
MILL AND OVERLAY SEQUENCE:
REMOVE EXISTING ASPHALT. COMPACT AND
ROLL TEST EXISTING BASE COURSE. THEN PLACE
NEW ASPHALT SURFACE.
MILL AND OVERLAY PAVEMENT SECTION
No Scale
7-1/2"
G T H
0.5' FROM EP
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
PRECAST CONCRETE WHEEL STOP
No Scale
VDOT STANDARD CG-2 CURB
No Scale
4" MIN.
/\//, \/
-6" 6"
COMPACTED
SUBGRADE-
WE
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
CONC CURB AND GUTTER CLASS 3A,
(f'c=3,000 PSI) CONCRETE
p 4 a
a 7"
° p
4 ° Q
p
p
2'-0"
CONTINUE 21 B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
".5" ASPHALTIC CONCRETE SURFACE
;OURSE - SM-9.5A
INTERMEDIATE BASE COURSE - BM25.OA
TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
4.5" ASPHALTIC CONCRETE SURFACE
;OURSE - SM-9.5A
INTERMEDIATE BASE COURSE - BM25.OA
TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
X/ X\
/ /A
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
3
CRAIGW J..,OTAJ.ZSKI
Lic. No. 0402048507
0121/ 9 �a 9
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DATE
1012112019
DRAWN BY
A. FONTAINE
DESIGNED BY
A. FONTAINE
CHECKED BY
C. KOTARSKI
SCALE
N/A
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A
DIMENSION
B
DIMENSION
C
1 1/2,
3'1'
5'0'
318,
2'
3'1'
5'0'
3'8'
3'
5' MIN,
10' MIN,
6e MIN,
4'
5' MIN,
12' MIN,
GREATER
THAN 4'
PROPOSALS WILL BE SUBMITTED,
M.
DOOR HINGES
I I
I I
I I
� I
I I
LIFT HANDLE
L- - - - - - - - - - - - - - - -
TYPICAL METER VAULT
N.T.S.
FIG, W-7A
TD-14
SIDE VIEW
75' DIAMETER DRILLED
IDLE FOR TOUCH READ
JNITS,
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
24' X 36'
ALUMINUM ACCESS
HATCH
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24"MI
INTIAL BACKFILL*
8"MIN
(6" LIFTS)
EMBEDMENT
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
O
MECHANICAL TAMPER
HAUNCHING
NO. 68 STONE
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
Effi'5�o-&%SNALL
PIPE)
NOTE :
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 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 NO. 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
N TS
FIG. S-3
TD-34
12" MIN
(TYP.)
1.5"DIA GALV.
RAIL (TYP.)
i
EXP. (TYP.)
2'-10" JOINT
FINISHED
(TYP.)
GRADE
12"
(TYP.)
r
1 /8"
WASH
1/2" R
(MAX.)
° f
FINISHED
5"
GRADE
EXP.
a o CONCRETE
JOINT
o 0 0
#3 REBAR (12" O.C.)
1 /8' WASH
�y -�o _1D`�J=�
'
- 5" # 57 STONE
ov
8„
9
(2) #5 REBARS, BOTTOM CONTINUOUS,
LAP 2'-2" AT SPLICES
3„
NOTES:
1. FINE BROOM FINISH ALL STAIRS.
3„
COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED)
3. SEE PLAN FOR RISER HEIGHT
EXTERIOR STAIRS WITH HANDRAIL
No Scale
EXIST GRAD
METAL INSPECTION FRAME W/SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
-- 3" CONCRETE COLLAR
L-CRUSHED STONE BEDDING
6" DI CLEANOUT
A
PL UG AT END
OF LINE
CLEANOUT DETAIL
No Scale
a � a a
6" ° a
a
a EP
SEE SHEET C5.0
CURB TRANSITION
DETAIL
No Scale
DI-3A, 3B, 3C EXPANSION KEYED
FOR DETAILS OF INLET JOINT CONST. BARS D APPROACH
EXPANSION JOINT 3'-1O" FRAME & COVER BACK OF SIDEWALK Y JOINT `' GUTTER
SEE STANDARD IC-2. BAR G WARPED
BRS G q.•• q.•• 2" w �� GUTTER
0
to
2„ BRS C 6"6"6" BARS B O w BR C F I SUBBASE
,--BARS F �� - -_ -_ -_ HARDWARE
a. zoCLOTH
\i o w N BRS F WEEP HOLE.
iv SEE NOTE 8
uo +
i - a V)
8.. M ") z
w
fit
LrCK""rnMTQnl
BR F BR A STEPNOTESSEARS DFACE OF CURB 8"R JOINT GUTTER CRACK CONTROL JOINT 2 8
3 0 4'-0"
6' MIN. PLAN 'MIN. SECTION A -A
1 'MAX.
�A 10 MAX. KEYED CONST. JOINT
L-VARIABLE -MAX. 20' I
�8" 2'-6" B 8" 3' 0" x 2"
2'-10" 2" APPROACHD
GUTTER
i� z < i RS A GUTTER
all N
N /
B S G
BARS F BARS E B N ro
*3" DIAMETER BARS E
WEEP HOLEBARS B
FRONT ELEVATION BARS F s" 1'-8"- s"
- - - -D - (GUTTER REMOVED)
1�/n„ 3,_0„
SXI/q" BENT PLATE _ = SECTION B-B
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v ; : : • L2%z"X21/z"X�/q"
GALVANIZED
TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS, TYPE A D TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C.
CONNECTORS AND IS TO BE ANCHORED WITH /2" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C. 2„
. APPR. PAVEMENT
DI-3A , L DI-36 L DI-3C L WARPED PAVEMENT
= I = I FLOW 2 FLOW I FLOW
1 1 I DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
XVDOT STANDARD CURB DROP INLET SPECIFICATION
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8233
104.09
08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
DI-1 I/z SECTION CAST IRON I I/z SECTION STEEL
2NOTES
'-7"
LUGS TO BE L 21/z" X 2%2" X I/4"
CAST WITH 1. DEPTH OF INLET (H) TO BE SHOWN ON
10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE
GROCER r STANDARD DI-tA
N A A
OPTIONAL N
BRACE RIBS
m
9% „ 2,-7„ 91/ „
CAST I GALV.
IRON I STEEL
66 ±
LBS
3 LBS 143.6
INCLUDING INCLUDING
LUGS ICONNECTORS
B
2. THE "H" DIMENSION SHOWN ON THE
STANDARDS AND SPECIFIED ON THE PLANS
WILL BE MEASURED FROM THE INVERT OF
ONE WELDED
THE OUTFALL PIPE TO THE TOP OF THE
JOINT
STRUCTURE. PLAN "H" DIMENSIONS RE
APPROXIMATE ONLY FOR ESTIMATING
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
CONNECTORS
SHALL BE DETERMINED BY THE
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
3. WHEN SPECIFIED ON THE PLANS THE
INVERT IS TO BE SHAPED IN ACCORDANCE
WITH STANDARD IS-1. THE COST OF
FURNISHING AND PLACING ALL MATERIALS
INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE BID PRICE FOR THE
STUDSHEAR
4'-2" 1/2" x 11/2' x 4.. I /z" x 4" STRUCTURE.
PLAN 12" 9Y,z" CONNECTORS 4. IN THE EVENT THE INVERT OF THE
(GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE
SEE DETAJL A BOTTOM OF THE STRUCTURE, THE INVERT
OF THE STRUCTURE SHALL BE SHAPED
WITH CEMENT MORTAR TO PREVENT
SECTION B-B STANDING OR PONDING OF WATER IN THE
TAL
STRUCTURE. THE COST OF FURNISHING
L COLLAR DETAIL I/" MIN RAISED TOO INLETING ALL SHAPINGI'ISTERIALS TO BE INCLUDED
LETTERING IN THE BID PRICE FOR THE STRUCTURE.
2%2 '
DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS RE TO BE PROVIDED WHEN H IS
4'-0" OR GREATER. FOR DETAILS SEE
CAST IRON ONLY STANDARD ST-1.
DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST -
DETAIL A IN -PLACE.
4'-2" HARDWARE2 6' 7. #4 X 8" SMOOTH DOWELS AT
CLOTH 1'-3" SEE DETAIL B APPROXIMATELY 12" C-C TO BE
I_ 2'-7" _I I PLACED IN ALL AREAS ADJACENT
4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT
#68, #78 OR SETTLEMENT. IN LIEU OF DOWELS
a a a a o, #8 x 6" WIDTH N A 2"X4" NOTCH MAY BE PROVIDED.
0
w w w w p .D p- SEE STANDARD T-DI-3, 4 FOR
FL s a s > v SEE NOTEEB ALTERNATE DIAMETER
DESIGN.
INHE
m N D . COLLAR . WEEP HOLE
8. 3" DIAMETER WEEP HOLE WITH 12"X12"
x z z z Z PLASTIC HARDWARE CLOTH I/4' MESH
M g 12" N OR GALVANIZED STEEL WIRE, MINIMUM
12" 15" 18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH
1p in p . _ HARDWARE CLOTH ANCHORED FIRMLY
TO THE OUTSIDE OF THE STRUCTURE.
D' RHINE 9. CAST IN PLACE CONCRETE IS TO BE
CLASS A3 (13000 Psi). PRECAST
CONCRETE IS TO BE 4000 PSI.
(_ + D
t� 2" 1 I 10. ANY ALTERNATE METHODS OF ANCHORAGE
SEE DETAIL B
SECTION A -A 'n` 1�� j1- MEETING THE APPROVAL OF THE ENGINEER
CONCRETE QUANTITIES FOR MIN. DEPTH
MAY BE SUBSTITUTED FOR THE CAST IRON
ffffffffffw LUGS AS SHOWN HEREON.
12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT
15" CONCRETE PIPE - 1,528 CU, YD. CONCRETE 11/4" �4„ CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY
18" CONCRETE PIPE 1.620 CU. YD. CONCRETE GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1
24" CONCRETE PIPE - 1.817 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY
SECTION C-C SECTION D-D VARY BY MANUFACTURER.
ADD 0.469 CU. Y
ADDITIONAL FOOTD FEDEPTH. GRATE DETAIL
-VVOLTT STANDARD DROP INLET SPECIFICATION
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233
104.01
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
�MAX.
41/2" " >-I-�-MAX. 6'-0" 'H GRIPPING RAIL
4 �/2" O.C. 3/q" LAPS PIPE PICKET
O.C. 5A" SOLID PICKET
I 1 GROUNDING -
ELECTRODE
RAIL EXPANSION JOINTS AT -
INTERVALS NOT EXCEEDING
30 FEET.
V-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE
RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE
EXPANSION JOINT PICKETS : %q" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE
OR s "MIN. SOLID STEEL SMOOTH ROUND ROD
HR-1 TYPE II PEDESTRIAN RAILING
(FOR USE ALONG SIDEWALKS AND RAMPS)
SEE ROADWAY PLANS
SEE ROAD PLANS
FOR RETAINING
HR-1
WALL DETAILS.
MAX. 6'-0"
MAX. 6'-0"
/Z" DIA. SOLID STEEL SMOOTH
ROUND ROD (TYP.) OR
1" STANDARD PIPE.
ANCHOR
BOLTS
4" O.C.-'{
(TYP.)
0
12"
MIN
3" MAX.
ANCHOR BOLTS
OR TYPICAL SECTIONS 2" min. 12"
FOR DISTANCE TO 11/2" NPS SCHEDULE 40 PIPE MIN CONCRETE STEPS
GRIPPING RAIL POSTS : 1/Z" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE
SIDEWALK OR SHARED RAILS : 1'/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE
USE PATH. GROUNDING
12" 21/4" min. ELECTRODE HR-1 TYPE I HANDRAIL
MIN. (FOR USE ALONG STEPS)
SOLID STEEL NOTES
SMOOTH ROUND ROD 1. THE CSHALL SUBMIT DRAWINGS DETAILING ALL
ASPECTSTS OF OF FABRICATION AND INSTALLATION OF RAILING,
CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE
BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL
SOIL CONDITIONS. T11%ANCER�0LTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PRACTICE EN I ENGINEER,
HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN
GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA.
THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN
EARTH FOUNDATION DETAIL TO RAIL OWILLREABETNCIDENTAL TO THAN 5 RTHE CENTCOST OFG ACTOCOACME EEA UNIFORM COATINWITH THE G ON AAALL SUR AD AND DCES VENTINGGE ATIONANDS
(FOR USE WITH TYPE II& IIIRAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE
SHOP DRAWINGS.
3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307,
MAX. 6'-0" MAX. 6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN
SEE ROAD PLANS ACCORDANCE WITH AASHTO M314, GRADE 36.
41/2" O.C. 3/4" NPS PIPE PICKET 4„ FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL
4/e" O.C. 5/e" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL
BE INCLUDED IN THE SHOP DRAWINGS.
-� 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS,
AND STEPS.
I I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS.
I I 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB.
B. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED.
I I GROUNSDING EATERIALS INSTALLATION TO BE IN ACCORDANCE
WITHI I 6.
9 COMMERCIALLY AVAILABLE
DESIGNING AND FABRICATING LASYSTEMS B NG THE AILING. DOCUM
E USED IN LIEU
ENTATION ENTATIION FROM
ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE
RAIL EXPANSION JOINTS AT 1 BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE
INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN
30 FEET. ACCORDANCE WITH NOTE 1.
1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF
RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
EXPANSION JOINT PICKETS : Yq" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR
OR s " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION
TO ANY VEHICULAR
HR-1 TYPE III BICYCLE RAILING ELECTRODE FORRVEHICULAR PROTECIT MIGHT BEBTIONTSTANDARD GU RDRAILISHOULD
(FOR USE ALONG SHARED USE PATHS) BE USED.
SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VD❑T
REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS
105 METHOD OF LOCATING AND ERECTING
238 REVISION DATE SHEET 1 OF i
504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05
q4 -Up's Op
CRATGW J. KOTARSK1
L1c. No, 0402048507
10/ 21 / 19 A
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DESIGNED BY
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CHECKED BY
C. KOTARSKI
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PID 03200-00-00-019A0-
NIF HARMONY HOLDINGS LLC
DB2984FIG 724
1600 QUAIL RUN
150'BUFF
_ ER AND BUILDING SETBACK
yj1ANAGEDSTEEP SLOPE'S (TYP.) \
- - -- - - - - - - - - -
- --------
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TOP = 4��------ -
--------------- - - - - -- _ - -
/--\�/\� lNV/U 54<$-64� _ -----_— — — — — —_ __ __--_-----_— _— — — — -_—
Y _ _ -
5" DECIDUOUS \ a a \ \ \ \
/ -5,DEC DUOUS 5" DECIDU US / \ \ \ \
L\ SD CURB INLET\\\ \ \ O
P \ , TOP = 552.38
- ASPHALT I
ASPHALT \ m
/III DUMP. / - - ` 5" DECIDUOUS I �\ !NV OUT = 543.98' ASPHALT _ _ I 1 I
/ \ 5"DECIDUOUS 5"DECIDUOUS 18"PLASTIC 552' I I I I II II Z
WOODED' RF, i �; I I I 20 DRA/kA,GE
8 LLvv ft; /II ® EASEMENT\ \ 4 q / r wv I I I I \�
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DB 2095 7�G 714 / / \ \ a �� Lam, L a , / / -- - I I I III \ � I
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\ \ \ I _ SDCURB 1/il------_--_-________--- 'I II IIII
\\ I I I I / TOP = 552.41 LANDSCAPE - - - �IG�-SIGN_/G/ - - - / \ \\
I ( \ \ \ I � _ \ I / / / 5r DEI IDU � US Mkl TE 20'
I 5" DECIDUOUS' / ATE q�El DOENT
INV IN = 546.49 15' PZAfTIG- - n o \ 11
INV OUT = 546.37' 15" PLASTIC I p a 5" DECIDE l US / / I 550 — I 12p 51 4;11712 \
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552.00' I CJ 553.16'
/ � \ ' SD CURB INLET EX TC \ \ \ \ \ Q
TOP = 552.38' 552.94' I 11\I \I\\ \ \\ \
/ / I
ASPHALT � / ASPHALT INV OUT = 543.98'
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DUMP. 5"DECIDUOUS 5DECIDUOUS /
Ii II I 1 II I II\ Ip
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SIGN SIGN SIGN I 1 \ I \
INV IN = 546.49' 15" PLASTIC \ \ ` LANDSCAPE / I IW TEf 4AQA l
INV OUT = 546.37 15 PLASTIC - - _ _ _ / / I I
#FFEI 553.14' Q �0�5 f I II
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'INV l = 543.69; 15" I�LASTAC II III ► I, I I, II
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TOP - 547.78' PlD 03200-00-00-019E0 / / I I II II II IIIIII ' \ \
\ 1 1 I I I \ \ UNIVERSITY OF VIRGINIA FOUNDATION
III 1 \ \ \ I \ \ INV IN = 7, 78' 15"PLASTIC DB 3838 PG 028 I /
\ I \ \ \ INV OUT = 544.18' 15" PLASTIC
ACRES 1725DISCOVERYDRIVE
\ \ \ \ 1 1 \ I , n I I I I I 1 \ 5\
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I 1 I II I I I 1 II I I� 1 I UNDERGROUND ROOF DRAIN PIPES / I I 6" FIRE LINE
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-f I I 1 \ / APPRO� IMATE LOCA N I / W I I I I I I I I
1 I I I 1 III 1 \ I L OCA TION OF EXISTING OF R OF DRAINS
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County of Albemarle
Conservation Plan Checklist — To be placed on Landscape Plans
(Handbook, pp 111-284-I11-297 for complete specifications)
I .
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.
Markings:
❑
All trees to be saved sliall 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.
Trenchint and Tunneling:
❑
When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
❑ 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
CONTRACT PURCHASER SIGNATURE
HEIGHT VARIES
WITH PLANTS
12" MIN.
1
(DATE)
(DATE)
5/1/06 Page 1 of 1
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
3- 2" x 2" HARDWOOD STAKES
ROOT BALL
12 GAUGE GALVANIZED WIRE
NEW 1/2" RUB
12 GAUGE GALVAN
ALLOW FOR SLIGHT N
3 2x2 HARDWOO
2'-6" MIN BELOW
STAKE SHALL BE
MIN. 18" OUT FIR,
AND OUTSIDE OF
SET ROOTBALL FLUSH TO
1-2" HIGHER IN SLOWLY
SOILS. DO NOT COVER TI
THE ROOTBALL'
ROOTFLARE SHALL I
ABOVE FINISH
PRUNE
1:1 SLOPE OI`
PLAN'
SCARIFY SIDES BEFORE
PLACE RO(
UNEXCAVATED OR TAI
_ I 3 X ROOTBALL _
'I DIAMETER f
MULTI -STEM TREE - STAKING SPECIFIED
NOT TO SCALE
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP% 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
INSTALL SHRUBS SO THAT TF—
TOP OF THE ROOTBALL IS A
THE SAME GRADE A
ORIGINALLY GROWN OR 1-;
ABOVE IN POOR DRAININ
SOILS. DO NOT COVER THE TC
OF THE ROOTBALL WITH SO
REMOVE ALL STRING, WIRE, AN
BURLAP FROM TOP %3 OF BAl
BACKFILL PLANTING PIT WIT
NATIVE SOIL. INCORPORAT
SLOW -RELEASE GRANULA
FERTILIZE
SCARIFY BOTTOM AND SIDE —
OF PIT
SHRUB PLANTING
NOT TO SCALE
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
PRUNE BROKEN BRANCHES
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
6" SAUCER
1" COMPOST LAYER
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP %3 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
=W
ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
PHASE 2 -
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
PLA OCC
10
PLATANUS OCCIDENTALIS
AMERICAN SYCAMORE
2.5" CAL.
B&B
PHASE 1 LANDSCAPE REQUIREMENTS
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
0 SF(PROPOSED) +
BE COVERED BY TREE
309,271 SF
309,271/A0 = 30,927 SF
30,927 SF
164,906 SF(EXISTING) _
CANOPY
164,906 SF
PHASE 2 LANDSCAPE REQUIREMENTS
PARKING LOT LANDSCAPE REQUIREMENTS
* per Sec. 32.7.9.6 of the Albemarle County Code.
REQUIREMENT
AMOUNT
CALCULATIONS
REQUIRED
PROVIDED
5% OF THE PAVED
PARKING AREA IS TO
23,154 SF
23,154 x .05 = 1,158 SF
1,158 SF
2,181 SF
LANDSCAPED
1 LRG. OR MED. SHADE
62/10 = 6.2 SHADE
TREE PER 10 PARKING
62 SPACES
3 SHADE TREES
6 SHADE TREES
TREES
SPACES
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
2,000 SF(PROPOSED) +
BE COVERED BY TREE
309,271 SF
309,271/.10 = 30,927 SF
30,927 SF
150,525 SF(EXISTING) _
CANOPY
152,525 SF
GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI 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
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