HomeMy WebLinkAboutSDP202300011 Plan - Submittal (First) 2023-02-13r
DRAWING INDEX
7 1
IM
0
C
0
U
GENERAL
T1.0 COVER SHEET
CIVIL
C0.1-0.2
CIVIL GENERAL NOTES
C1.1-C1.2
EXISTING CONDITIONS PLAN
C2.1-C2.2
DEMOLITION AND EROSION & SEDIMENT CONTROL PHASE I PLAN
C3.0
OVERALL SITE PLAN
C3.1-C3.2
SITE PLAN
C3.3-C3.4
GRADING PLAN
C4.0
OVERALL UTILITY PLAN
C4.1-C4.2
UTILITY PLAN
C5.1
EROSION & SEDIMENT CONTROL DETAILS
C5.2-05.5
CONSTRUCTION DETAILS
LANDSCAPE
L2.00
LAYOUT AND MATERIALS PLAN - MANSION AND GROUNDS
L2.01
LAYOUT AND MATERIALS PLAN - ENTRY DRIVE
L2.02
LAYOUT AND MATERIALS PLAN - ENLARGEMENT
L3.00
DETAILS 1
L3.01
DETAILS 2
L3.02
DETAILS 3
L3.03
DETAILS 4
L4.00
PLANTING PLAN SOUTH
L4.01
PLANTING PLAN NORTH
L4.02
PLANT SCHEDULE AND NOTES
L4.03
PLANT PALETTE 1
L4.04
PLANT PALETTE 2
L7.00
LIGHTING PLAN
L7.01
LIGHT FIXTURES
PROJECT INFORMATION
ALBEMARLE COUNTY ZONING CLASSIFICATION: HC HIGHWAY COMMERCIAL
PROPOSED BUILDING MAXIMUM HEIGHT: 44 FT (TWO STORIES ABOVE GRADE)
PROPOSED BUILDING MAXIMUM FOOTPRINT: 4,795 SF
PROPOSED BUILDING MAXIMUM GROSS SQUARE FOOTAGE: 13,008 SF
ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT
FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED
100 YEAR FLOOD PLAN
PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER
SUPPLY WATERSHED
REFER TO REZONING ZMA201800014
CODES
VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2018
DEPARTMENT OF ENVIRONMENTAL QUALITY
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - 1992
NATIONAL ELECTRICAL CODE - 2017
ADA STANDARDS - 2010
LOCATION MAP
SCALE:NTS
SITE
250
yy ROAD
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\ a
o
os
29
CONTACTS
OWNER:
UNIVERSITY OF VIRGINIA FOUNDATION
OWNER'S REPRESENTATIVE:
FRANK HANCOCK
REAL ESTATE PROJECT MANAGER
ONE BOARS HEAD POINTE
CHARLOTTESVILLE, VIRGINIA22903
PH. (434) 982-3777
FHANCOCK@UVAFOUNDATION.COM
ENGINEER:
DEWBERRY ENGINEERS INC.
MARIA MINNICK, P.E.
4805 LAKE BROOK DRIVE SUITE 200
GLEN ALLEN, VIRGINIA 23060
PH. 804.823.6984
FAX 804.290.7928
MM IN NICK@DEWBERRY.COM
SUBMITTAL
SET NUMBER
❑ PRELIMINARY ❑ CONSTRUCTION
■ APPROVAL ❑ REVISION
❑ BIDDING ❑ RECORD
4K
' va
CALL MISS UTILITY OF VIRGINIA 811 OR
1-800-552-7001 PRIOR TO DIGGING.
WWW.VA811.COM
UNIVERSITY OF VIRGINIA FOUNDATION
BIRDWROOD MANSION REHABILITATION
INITIAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP
SCALE: 1" = 150'
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORATION
HEALTH DEPARTMENT
GLAVE
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757)499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
;ELIMINAR
FOR CONSTRt'CT_
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO, DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
COVER SHEET
SHEET NUMBER
T1.0
1 1 2 1 3 4 1 5
L J I
GENERAL NOTES
1.
THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO
THE SITE IS BASED ON INFORMATION AND DATA FURNISHED TO THE ENGINEER BY THE OWNER. THE OWNER AND ENGINEER SHALL
NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL
HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND
FACILITIES SHOWN OR INDICATED PRIOR TO CONSTRUCTION, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH
UNDERGROUND FACILITIES DURING CONSTRUCTION FOR THE SAFETY AND PROTECTION THEREOF RESULTING FROM THE WORK
ALL OF WHICH WILL BE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL CONTACT "MISS UTILITY" OF VIRGINIA AT
1-800-552-7001 72 HOURS PRIOR TO THE START OF CONSTRUCTION. WORK SHALL BE SUBJECT TO INSPECTION BY THE UNIVERSITY
OF VIRGINIA FOUNDATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR UVA EXCAVATION PERMIT WITHIN TWO
HOURS OF NOTIFYING MISS UTILITY.
2.
WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE
E
NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. CONTRACTOR SHALL HAND EXCAVATE WITHIN 5' OF ALL BUILDINGS AND
WALLS. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE.
3.
CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO
THE ENGINEER.
4.
THE LOCATION OF ALL EXISTING UTILITIES ACROSS THE LINES OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE
PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY PRIOR TO CONSTRUCTION.
5.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS.
6.
EXISTING CONDITIONS MAPPING:
A. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY KIRK HUGHES & ASSOCIATES SURVEY DATED APRIL 2017.
7.
95% COMPACTION SHALL BE OBTAINED FOR ALL FILL AREAS, INCLUDING UNDER UTILITIES AND APPURTENANCES. COMPACTION
SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY.
8.
ANY ALTERATIONS AND CONNECTIONS TO ANY UTILITY MUST BE COORDINATED THROUGH THE UNIVERSITY FOUNDATION AND
UTILITY OWNER.
9.
CONTRACTOR WORK DAYS AND HOURS SHALL BE FROM 8 AM TO 5PM MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THIS
SCHEDULE SHALL BE APPROVED BY THE UNIVERSITY FOUNDATION. SHUTDOWNS WILL BE PERFORMED AT NIGHT AND WEEKENDS
WITH 10 DAYS WRITTEN NOTICE. CONTRACTOR TO CONFIRM WORK BLACKOUT DAYS WITH OWNER PRIOR TO CONSTRUCTION.
10.
CONTRACTOR SHALL PROTECT THE ACTIVE WORK AREA WITH CONCRETE VEHICULAR BARRIER, CHAIN LINK FENCE WITH GREEN
SCREEN, OR CONSTRUCTION SAFETY FENCE AS SHOWN ON THE DRAWING.
11.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION
12.
CONTRACTOR SHALL PROVIDE CONSTRUCTION SIGNAGE AND FLAGMEN AS NECESSARY.
13.
CONTRACTOR SHALL PROVIDE A PEDESTRIAN AND VEHICULAR MAINTENANCE PLAN TO THE UNIVERSITY FOUNDATION FOR
APPROVAL PRIOR TO CONSTRUCTION.
14.
ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AS SHOWN ON THE SITE PLAN.
15.
CONTRACTOR SHALL SECURE ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH WORK DAY WITH FENCING, BACKFILLING OR
D
OTHER METHOD OF COVERING TO PREVENT VEHICULAR OR PEDESTRIAN ACCESS.
16.
FIRE ACCESS TO EXISTING BUILDINGS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND COORDINATED WITH THE LOCAL FIRE
DEPARTMENT.
17.
CONTRACTOR MAY ONLY COMPLETE TREE CLEARING ACTIVITIES FROM SEPTEMBER 16TH, 2019 TO APRIL 14TH, 2020. IF THE
CONTRACTOR WOULD LIKE TO CLEAR OUTSIDE OF THIS WINDOW, THEY SHALL COMPLETE A FIELD SURVEY TO ENSURE NO
NORTHERN LONG-EARED BAT ROOSTS ARE IN THE VICINITY. ANY ROOSTS FOUND MAY NOT BE DISTURBED THROUGHOUT THE
DURATION OF THE PROJECT.
18.
CONTRACTOR SHALL LOCATE ALL PRIVATELY OWNED UTILITIES PRIOR TO CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, FDC
LINES, WATER LINES, IRRIGATION, SITE LIGHTING, ROOF DOWNSPOUT DRAINAGE, FOUNDATION DRAINS, ETC.
19.
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
20.
ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
21.
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.
22.
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.
23.
ADDRESS ACCESSIBILITY REQUIREMENTS IN CONJUNCTION WITH CHAPTER 11 OF THE VCC AND ANSI A117.1.
PLANT PROTECTION
1.
TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY
FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS
INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY.
2.
UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN.
UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN T-O" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES
TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE UNIVERSITY.
C
3.
THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP
LINE OF TREES TO BE PROTECTED.
GENERAL DEMOLITION NOTES
1.
SAW CUT AND REMOVE ALL ASPHALT AND CONCRETE TO LIMITS REQUIRED FOR PROPOSED WORK.
2.
REMOVE VEGETATION, GRASS, & ROOTMAT IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS.
3.
ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE OTHER ACTIVITIES SHALL BE PROPERLY
PRESERVED AND PROTECTED.
4.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING
DEMOLITION OPERATIONS.
5.
CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE
DURING CONSTRUCTION.
6.
CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND
CONSTRUCTION DEBRIS AT ALL TIMES.
7.
LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL REMOVE ASPHALT PAVEMENT, CONCRETE AND
MISCELLANEOUS ITEMS AS NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION.
9.
CONTRACTOR IS RESPONSIBLE FOR STAGING THE DEMOLITION OF EXISTING UTILITIES WITH INSTALLATION OF NEW. OWNER SHALL
BE GIVEN AMPLE WARNING PRIOR TO ANY DISCONTINUATION OF ANY SERVICE.
PARKING SCHEDULE
I PROPOSED PARKING: 49 SPACES (2 HANDICAP)
B THE PROJECT WILL INCREASE THE NUMBER OF SPACES ON SITE TO ADEQUATELY ACCOMMODATE THE PROPOSED DEVELOPMENT IN
ACCORDANCE WITH THE CURRENT PARKING MASTER PLAN FOR THE BOAR'S HEAD PROPERTY.
10
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR
EROSION & SEDIMENT CONTROL PLANS
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
RAINFALL 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 9:00 PM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO
MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND 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 80 LBS/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 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000
LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF
95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED
AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO
STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE
VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF
GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND
REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO 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 WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER
PROTECTION ORDINANCE SECTION 17-204G)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND
DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
ACSA GENERAL WATER AND 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 DEADEND 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.
RWSA GENERAL WATER AND SEWER CONDITIONS
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS
MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE
SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552- 7001).
4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF
CONSTRUCTION.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT
COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR
HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL
DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT
NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE
AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO
PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY
EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE
OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN
PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN
WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF
THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN
100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY
ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT
DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE
ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE
UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE
CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED
PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING
NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS,
RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
LEGEND
❑
SANITARY CLEANOUT
-)
LIGHT POLE
®
WATER METER
WS
O
WATER MANHOLE
WATER VALVE
EXISTING WATERLINE
EXISTING WATER VALVE
UGE
UNDERGROUND ELECTRIC LINE
G
EXISTING GAS LINE
SS
SANITARY SEWER LINE
SD
STORM SEWER LINE
❑®
EXISTING STORM INLET
UGT
UNDERGROUND TELEPHONE LINE
UGW
UNDERGROUND WATER LINE
- - -
- - -
INDEX CONTOUR
---------------------
INTERMEDIATE CONTOUR
EXISTING TREELINE
EXISTING TREE
VIRGINIA UNIFORM CODING SYSTEM
FOR EROSION AND SEDIMENT CONTROL PRACTICES
3.02
CONSTRUCTION
ENTRANCE
C
HHM-
3.05
SILT FENCE
0
x x
3.07
INLET PROTECTION
I P
3.18
OUTLET PROTECTION
3.31
TEMPORARY SEEDING
3.32
PERMANENT SEEDING
3.35
MULCHING
[138
TREE PRESERVATION &
PROTECTION
O
TP-TP-
8' HIGH CHAIN LINK CONSTRUCTION
FENCE W/GREEN SCREEN
PROPOSED LIMITS OF DISTURBANCE
HARDSCAPE TO BE DEMOLISHED
TREE TO BE DEMOLISHED
UTILITY/STRUCTURE TO BE DEMOLISHED
SITE FEATURE TO BE DEMOLISHED
620 PROPOSED MAJOR CONTOUR
618 PROPOSED MINOR CONTOUR
UTILITY EASEMENT
PROPOSED ELECTRICAL LINE
W PROPOSED WATER LINE
y
PROPOSED STORM LINE
PROPOSED PRESSURE TREATED TIMBER CURB
------------- EXISTING PROPERTY LINE
STOPPING SIGHT DISTANCE LINE
UD - PROPOSED FOUNDATION DRAIN
PROPOSED MANHOLE
❑o PROPOSED CLEANOUT
N PROPOSED GATE VALVE
O PROPOSED INDICATOR VALVE (PIV)
PROPOSED FIRE DEPARTMENT CONNECTION (FDC)
( PROPOSED DRIP VALVE VAULT
\O �
x 56 SPOT ELEVATION
69SP
PROPOSED ASPHALT PAVEMENT
v vvvvvv
v v v v v PROPOSED OVERLAY ASPHALT PAVEMENT
vvvvvv
• • -4 • . PROPOSED CONCRETE PAVEMENT
�''.. a*
BW=BOTTOM OF WALL
TW=TOP OF WALL
EP=EDGE OF
PAVEMENT
EX=EXISTING
GR=GRATE
HP=HIGH POINT
RM=RIM
MH=MANHOLE RIM
SP=SPOT
SW=SIDEWALK
TC=TOP OF CURB
BC=BOTTOM OF CURB
FFE=FINISHED FLOOR
ELEVATION
GLAVE
HOLMES
ARCH ITECTURL
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804) 956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PROJECT NUMBER
G£tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO- DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
CIVIL GENERAL
NOTES
SHEET NUMBER
L
1
2 93
M
5
J
EROSION & SEDIMENT CONTROL NARRATIVE
EROSION & SEDIMENT CONTROL MAINTENANCE
EROSION AND SEDIMENT MINIMUM STANDARDS
E
LJ
C
iI
PROJECT DESCRIPTION
THIS PROJECT INCLUDES THE RENOVATION OF THE BIRDWOOD MANSION, RESTORATION OF THE SURROUNDING LANDSCAPE, A NEW
PARKING LOT AND ASSOCIATED UTILITY IMPROVEMENTS. THE UTILITY INFRASTRUCTURE INCLUDES THE INSTALLATION OF WATER,
SANITARY SEWER, STORM SEWER, ELECTRIC, GAS, TELECOMMUNICATIONS AND A GEOTHERMAL WELL FIELD.
THE PROJECT AREA IS APPROXIMATELY 7.00 ACRES AND WILL DISTURB APPROXIMATELY 7.00 ACRES. 0.84 ACRES OF IMPERVIOUS AREA
IS BEING ADDED.
EXISTING SITE CONDITIONS
THE EXISTING SITE CONSISTS OF THE BIRDWOOD MANSION, EXISTING VEGETATION AND PRIVATE ACCESS ROADS AROUND THE
FACILITY.
SOILS
SEE THIS SHEET FOR SOILS MAP. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING, EROSION AND SEDIMENT CONTROL,
MAINTENANCE, AND STABILIZATION OF SOILS DURING CONSTRUCTION.
ADJACENT PROPERTY
THE EXISTING SITE IS SOUTH IVY ROAD, EAST OF BOARS HEAD DRIVE, AND WEST OF THE BELLAIR NEIGHBORHOOD. WORK WILL BE
DONE ON ADJACENT PROPERTY ALSO OWNED BY THE UNIVERSITY OF VIRGINIA FOUNDATION.
OFFSITE ACTIVITIES
ALL OFFSITE ACTIVITIES NEED TO BE ADDRESSED BY THE VSMP PERMIT HOLDER AND APPROPRIATE INFORMATION CONTAINED IN THE
SWPPP. CONTRACTOR SHALL ONLY PERFORM OFFSITE ACTIVITIES THAT ARE COVERED UNDER THE PERMIT HOLDER FOR THIS PROJECT
OR COVERED UNDER THE PERMIT OF ANOTHER PROJECT.
CRITICAL AREAS
THERE ARE NO CRITICAL AREAS ONSITE. THE PLAN HAS BEEN DEVELOPED TO MINIMIZE LAND DISTURBANCE. WHERE GRADING IS
NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TO CONTAIN SILT THROUGH PROPER EROSION AND
SEDIMENT CONTROL PRACTICES.
THE INTENT OF THIS EROSION AND SEDIMENT CONTROL PLAN IS TO GUIDE THE CONTRACTOR IN IMPLEMENTING ACCEPTABLE
MEASURES, INFRASTRUCTURE, AND MAINTENANCE PROGRAMS THAT WILL MINIMIZE THE AMOUNT OF EROSION AND RESULTING
SEDIMENT THAT WILL TAKE PLACE DURING THE CONSTRUCTION OF THIS PROJECT. ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VA EROSION & SEDIMENT CONTROL HANDBOOK.
EROSION AND SEDIMENT CONTROL MEASURES
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02):
STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS.
CONSTRUCTION ENTRANCES REDUCE THE AMOUNT OF MUD TRANSPORT ONTO PAVED PUBLIC ROADS BY VEHICLES OR
RUNOFF. CONSTRUCTION ENTRANCES SHALL BE LIMITED TO THOSE SHOWN ON THE PLANS OR OTHERWISE APPROVED BY
THE SOIL EROSION OFFICER. SUPPLEMENTAL DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR FOR APPROVAL IF
ADDITIONAL ENTRANCES ARE REQUIRED.
SILT FENCE (VESCH STD. & SPEC. 3.05):
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING
POSTS AND ENTRENCHED. SILT FENCE IS INSTALLED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM
DISTURBED AREAS DURING CONSTRUCTION IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE AND TO DECREASE
THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE CHANNEL FLOWS.
TEMPORARY SEEDING (VESCH STD. & SPEC. 3.31):
THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE
RAPIDLY GROWING ANNUAL PLANTS. TEMPORARY SEEDING REDUCES EROSION AND SEDIMENTATION BY STABILIZING
DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS. TEMPORARY
SEEDING REDUCES DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE
PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION
CONTROL MEASURES CAN BE ESTABLISHED. FOR USE WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE -GRADED FOR
PERIODS OF LONGER THAN 14 DAYS. SUCH AREAS INCLUDED DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OF
SEDIMENT BASINS, TEMPORARY ROADBANKS, ETC. (SEE MS#1 AND MS#2). A PERMANENT VEGETATIVE COVER SHALL BE
APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIOD OF MORE THAN ONE (1) YEAR.
PERMANENT SEEDING (VESCH STD. & SPEC. 3.32):
THE ESTABLISHMENT OF A PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. PERMANENT
SEEDING REDUCES EROSION AND DECREASES SEDIMENT YIELD FROM DISTURBED AREAS. PERMANENT SEEDING
STABILIZES DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS
SELECTION OF THE MOST APPROPRIATE PLANT MATERIAL. PERMANENT SEEDING ALSO IMPROVES WILDLIFE HABITAT AND
ENHANCES NATURAL BEAUTY. FOR USE IN DISTURBED AREAS WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS
NEEDED TO STABILIZE THE SOIL. FOR USE WHERE ROUGH -GRADED AREAS WHICH WILL NOT BE BROUGHT TO FINAL GRADE
FOR A YEAR OR MORE.
MULCHING (VESCH STD. & SPEC. 3.35):
APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. MULCHING PREVENTS EROSION
BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW.
MULCHING FOSTERS THE GROWTH OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION
AGAINST EXTREME HEAT AND COLD. FOR USE IN AREAS WHICH HAVE BEEN PERMANENTLY SEEDED. MULCHING SHOULD
OCCUR IMMEDIATELY FOLLOWING SEEDING. AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE
MULCHED WITH AN ORGANIC MULCH.
TREE PRESERVATION & PROTECTION (VESCH STD. & SPEC. 3.38):
PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION
ACTIVITY. TREE PRESERVATION AND PROTECTION IS USED TO ENSURE THE SURVIVAL OF THE DESIRABLE TREES WHERE
THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION,
DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS
BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. FOR USE IN TREE -INHABITED AREAS SUBJECT TO LAND
DISTURBING ACTIVITIES.
TEMPORARY AND PERMANENT STABILIZATION
TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL
REMAIN DORMANT FOR LONGER THAN 14 DAYS AND LESS THAN ONE YEAR. THIS INCLUDES, BUT IS NOT LIMITED TO, STOCKPILES AND
BORROW AREAS.
PERMANENT SEEDING SHALL BE APPLIED AND A PERENNIAL VEGETATIVE COVERING SHALL BE ESTABLISHED ON DISTURBED AREAS
WITHIN SEVEN DAYS OF BEING BROUGHT TO FINAL GRADE ON AREAS NOT OTHERWISE PROTECTED. SELECTION OF THE SEED MIXTURE
SHALL DEPEND ON THE TIME OF YEAR IT IS TO BE APPLIED.
MULCHING SHALL BE APPLIED TO ALL PERMANENT SEEDING IMMEDIATELY UPON COMPLETION OF SEED APPLICATION. MULCH
LIBERALLY DURING THE MID -SUMMER AND WINTER SEASONS.
SEE VIRGINIA EROSION AND SEDIMENT CONTROL TECHNICAL BULLETIN NO. 4, NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES, FOR
UPDATED SEED MIXTURES AND SCHEDULES AS WELL AS UPDATED LIMING, MULCHING, AND FERTILIZING REQUIREMENTS. SEE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK STD. AND SPEC. 3.35 FOR MULCHING SPECIFICATIONS.
STORMWATER RUNOFF CONSIDERATIONS
THIS PROJECT WILL INCREASE IMPERVIOUS AREA AND STORMWATER RUNOFF. STORMWATER CALCULATIONS CAN BE FOUND IN THE
STORMWATER PLAN SHEETS.
PERMITS
PROJECT DISTURBANCE IS MORE THAN 1 ACRE. THEREFORE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A VIRGINIA
STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT AND MAINTAINING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP).
THE PROJECT IS MORE THAN 10,000 SF AND WILL REQUIRE EROSION AND SEDIMENT REVIEW APPROVAL.
IN GENERAL, THE PROJECT AREA SHALL BE CHECKED WITHIN 24 HOURS OF EACH RAINFALL EVENT OR WEEKLY IF NO RAINFALL EVENT HAS OCCURRED,
WHICH EVER IS MORE FREQUENT TO ENSURE THAT ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN WORKING ORDER. EROSION CONTROL
DEVICES SHALL BE MAINTAINED ACCORDING TO THE FOLLOWING SCHEDULE:
1. CONSTRUCTION ENTRANCE
THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND
AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM
VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS
DROPPED, WASHED OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.
2. SILT FENCE
A. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
B. FABRIC SHALL BE REPLACED IF IT HAS DECOMPOSED OR BECOME INEFFECTIVE.
3. SEEDING
THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND
RESEEDED AS NEEDED.
4. TREE PRESERVATION AND PROTECTION
EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILDUP WITHIN TREE
DRIP LINE AREAS. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, OR STOCKPILES OF ANY CONSTRUCTION MATERIALS (INCLUDING TOP SOIL) SHALL
NOT BE PERMITTED WITHIN THE DRIP LINE OF ANY TREE TO BE RETAINED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EMPLOYEE WHO WILL BE RESPONSIBLE OF THE EROSION AND SEDIMENT
CONTROL PLAN AND REQUIREMENTS FOR THE PROJECT THAT IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION OR THE VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY AND RECREATION AS A RESPONSIBLE LAND DISTURBER (RLD). THE NAME OF THE CONTRACTOR'S RLD
AND COPY OF HIS CURRENT CERTIFICATION SHALL BE PROVIDED TO THE OWNER, ENGINEER AND EROSION & SEDIMENT CONTROL PLAN
APPROVING AUTHORITY PRIOR TO ISSUANCE TO THE NOTICE TO PROCEED FOR THE PROJECT.
GENERAL EROSION & SEDIMENT CONTROL NOTES
ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED
AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS (9VAC25-840).
ES-2: 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. THE NAME OF THE RESPONSIBLE
LAND DISTURBER MUST BE PROVIDED TO THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING
ACTIVITY SHOWN ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY, THE
PLAN'S APPROVAL WILL BE REVOKED.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
ES-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.
ES-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.
ES-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, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING
AUTHORITY, THE CONTROLS SHALL BE REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
ES-8: DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT OR
WEEKLY. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD
SURFACE.
ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS
FOR ANTICIPATED DURATION OF GREATER THAN 14 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA.
ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY
PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE.
ES-13: A VIRGINIA STORMWATER MANAGEMENT PROGRAM PERMIT (VSMPP) FOR THE DISCHARGE OF STORMWATER FROM CONSTRUCTION
ACTIVITIES IS REQUIRED FOR PROJECTS DISTURBING 1 ACRE OR GREATER. VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
PERMITTING WEB PAGE AT
HTTP:/NWWV.DEO.STATE.VA.US/PROGRAMSANATER/STORMWATERMANAGEMENTNSMPPERMITS/CONSTRUCTIONGENERALPERMIT.ASPX FOR
MORE INFORMATION.
EROSION AND SEDIMENT CONTROL SEQUENCE
1. CONTRACTOR TO INSTALL EROSION AND SEDIMENT PHASE I CONTROLS.
2. CONTRACTOR TO COMPLETE DEMOLITION.
3. CONTRACTOR TO COMPLETE SITE IMPROVEMENTS.
4. CONTRACTOR TO REMOVE APPROPRIATE TEMPORARY EROSION AND SEDIMENT PHASE I CONTROLS.
5. CONTRACTOR TO INSTALL EROSION AND SEDIMENT PHASE II CONTROLS.
6. CONTRACTOR TO STABILIZE SITE.
7. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS.
BMP INSTALLATION AND AS -BUILT NOTES
1. STABILIZE ENTIRE CONTRIBUTING DRAINAGE AREA WITH VEGETATION. BLOCK CURB CUTS AND OTHER INLETS AS NECESSARY. ENSURE NO
UTILITIES SHALL INTERFERE WITH THE INSTALLATION.
2. HOLD A PRECONSTRUCTION MEETING WITH THE ENGINEER, OWNER AND CONTRACTOR. ANY CHANGES DURING THIS MEETING SHALL BE
DOCUMENTED AS PART OF THE AS -BUILT SUBMISSION OF THE FACILITY.
3. EMPLOY EROSION AND SEDIMENT CONTROLS AS NECESSARY TO DIVERT STORMWATER AWAY FROM THE BIORETENETION FACILITY UNTIL
INSTALLATION IS COMPLETE.
4. EXCAVATE PRE-TREATMENT CELLS FIRST, AND SEAL THEM TO TRAP SEDIMENT.
5. WHEN POSSIBLE, UTILIZE EXCAVATORS AND BACKHOES FROM THE SIDES OF THE BIORETENTION AREA TO AVOID COMPACTING OF SUBGRADE AND
TO ENSURE APPROPRIATE DESIGN DEPTH AND DIMENSIONS.
6. RIP THE SUBGRADE SOILS 6"-12" TO PROMOTE GREATER INFILTRATION.
7. PLACE A GEOTEXTILE FABRIC ON THE VERTICAL SIDES OF THE BIORETENTION CELL WITH A 6" OVERLAP BETWEEN FABRIC EDGES. PLACE THE
BOTTOM STORAGE LAYER. INSTALL THE UNDERDRAIN. PACK THE STONE. ADD CHOKER LAYER ABOVE.
8. APPLY THE BIOFILTER SOIL MEDIA FROM A QUALIFIED VENDOR IN 12" LIFTS TO THE DESIRED ELEVATION OF THE BIORETENTION. ALLOW FOR A FEW
DAYS OF SETTLEMENT, THEN ADD ADDITIONAL SOIL MEDIA TO DESIRED ELEVATION. ENSURE SOIL MEDIA IS KEPT AWAY FROM POTENTIAL
POLLUTANTS INCLUDING SEDIMENT.
9. PREPARE PLANTING HOLES AND WATER ACCORDINGLY.
10. PLACE THE SURFACE COVER OF THE CELLS PER THE DESIGN.
11. INSTALL THE PLANT MATERIAL AND WATER PER THE LANDSCAPING PLAN.
12. CONTRACTOR TO PROVIDE DETAILED INFORMATION ON ANY INSTALLED STORMWATER BMP. THIS INFORMATION SHALL INCLUDE A TOPOGRAPHIC
SURVEY OF THE INSTALLATION, GPS COORDINATES FOR EACH FACILITY, PHOTOGRAPHS OF THE PROGRESS THROUGHOUT CONSTRUCTION
INCLUDING EACH MILESTONE, CONSTRUCTION LOGS, GEOTECHNICAL TESTING REPORTS, AND SOIL REPORT CERTIFICATIONS. THIS INFORMATION
TO BE TURNED OVER TO THE OWNER AS A SUBMITTAL FOLLOWING CONSTRUCTION OF THE PROJECT.
13. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE PLANS IMMEDIATELY. IF A DEVIATION IS REQUIRED, CONTRACTOR AND
ENGINEER SHALL COORDINATE A SOLUTION THAT IS ACCEPTABLE WITHIN THE DEQ REGULATIONS.
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED
ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE
AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO
BE LEFT DORMANT FOR MORE THAN ONE YEAR. SPECIFIC FERTILIZER, NUTRIENT, & SEED APPLICATION MUST MEET EROSION AND SEDIMENT
CONTROL (ESC) TECHNICAL BULLETIN NO.4 NUTRIENT MANAGEMENT FOR DEVELOPMENT PROJECTS. DOWNLOAD AT
http:/twww.deq.virginia.gov/Programs/Water/StomiwaterManagement/Publications.aspxl. MULCHING REQUIREMENTS MUST MEET VESC HANDBOOK
MULCHING TABLE 3.35A.
2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT
TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ANY BORROW, FILL, OR
WASTE SUCH AS DEMOLITION MATERIAL MUST BE PROVIDED FROM OR HAULED TO A PERMITTED, APPROVED, SUPPLY OR WASTE AREA. ALL
OFFSITE ACTIVITY IS NOT PART OF THIS PERMIT/ PLAN SET AND IS ADDRESSED UNDER SEPARATE COVER. SOIL STOCKPILES ARE NOT
ANTICIPATED ONSITE.
3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT
VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE
AND WILL INHIBIT EROSION.
4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE.
5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER
INSTALLATION.
6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY
THE TRAP OR BASIN.
A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL
ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.
B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE
ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS
PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A
25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH
CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE
ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES
UNTIL THE PROBLEM IS CORRECTED.
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER
CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION
AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING
CHANNEL.
12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT
TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE
USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE
13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY
VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE
CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE
STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC
ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY
AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER
LAND -DISTURBING ACTIVITIES.
18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 14 DAYS AFTER FINAL SITE STABILIZATION OR AFTER
THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE REGULATORY AUTHORITY. TRAPPED SEDIMENT
AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO
PREVENT FURTHER EROSION AND SEDIMENTATION.
19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND
DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF
24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA FOUND IN VESC REGULATION 94VAC25-840-40 MS-19 PARTS A-N FOUND
AT WEBPAGE HTTP://LIS.VIRGINIA.GOV/CGI-BIN/LEGP604.EXE?000+REG+9VAC25-840-40
SOILS MAP
�I
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0
PR&ECT LIMITS
1
1
1
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MAP UNIT
MAP UNIT NAME
SLOPES
(PERCENT)
NATURALCAPACITY
DRAINAGE
CLASS
OF THE MOST LIMITING LAYER TO
LAND CAPABILITY (NON
HYDROLOGICAL
SYMBOL
TRANSMIT WATER (Ksat)
IRRIGATED)
SOIL GROUP
14B
CHESTER LOAM
2 TO 7
WELL DRAINED
MODERATELY HIGH TO HIGH
2E
B
14C
CHESTER LOAM
7 TO 15
WELL DRAINED
MODERATELY HIGH TO HIGH
3E
B
36B
HAYESVILLE LOAM
2 TO 7
WELL DRAINED
MODERATELY HIGH TO HIGH
2E
B
36C
HAYESVILLE LOAM
7 TO 15
WELL DRAINED
MODERATELY HIGH TO HIGH
4E
B
GLAVE
HOLMES
ARCH ITECTURL
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804) 956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO- DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
CIVIL GENERAL
NOTES
SHEET NUMBER
C092
L
1
2 3
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1 2 3 4
GENERAL NOTES
1. REFER TO LANDSCAPE PLANS FOR SITE VEGETATION.
2. DETAILED SURVEY CONDUCTED BY DEWBERRY IN 2019.
3. AERIAL SURVEY CONDUCTED BY MAPPING RESOURCES GROUP
INC. IN FEBRUARY 2017.
4. AERIAL SURVEY PLANS COMPLETED BY KIRK HUGHES &
ASSOCIATES IN APRIL 2017.
5. UVA FOUNDATION GOLF FACILITY AS -BUILT DESIGN PROVIDED BY
DEWBERRY AND FADED TO GRAY FOR CLARITY.
6. UVA FOUNDATION GOLF COURSE DESIGN PROVIDED BY UVAF AND
FADED TO GRAY FOR CLARITY.
PLAN
NORTH
(1)
0' 15' 30' 60' 120'
5
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PRELIM NAR
NOT FOR CONS 1 Rt'C T I( N
PROJECT NUMBER
G8tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO, DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
EXISTING
CONDITIONS PLAN
SHEET NUMBER
L
7
U
C
it
M
MATCHLINE:SHEETC1.1 \ \ \ GENERAL NOTES
ll J II I I I I I I \ \ 1. REFER TO LANDSCAPE PLANS FOR SITE VEGETATION.
ENSF/TREE$ / / IYVt®At I / �� \ — \ \ • \ \ \ \ 2. DETAILED SURVEY CONDUCTED BY DEWBERRY IN 2019.
/ / 3. AERIAL SURVEY CONDUCTED BY MAPPING RESOURCES GROUP
GLA
INC. IN FEBRUARY 2017. VE
+583.6 \ \ �\ 1 I \ \ \ 4. AERIAL SURVEY PLANS COMPLETED BY KIRK HUGHES &
\ 1 / �\ I \ \ ASSOCIATES IN APRIL 2017.
5. UVA FOUNDATION GOLF FACILITY AS -BUILT DESIGN PROVIDED BY
DEWBERRY AND FADED TO GRAY FOR CLARITY. HOLMES
♦ 6. UVA FOUNDATION GOLF
FADED TO GRAYY FOR CLARITYSE DESIGN PROVIDED BY UVAF AND
tW+SBdB ARCHITECTURE
o \ \ \ \ \ 0' 15' 30' 60, 120'
> +584.9 \ 2101 East Main Street
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SE TRF S 1 �/ / I \ ) \ \ ` ( I 1 \ \ \ / MO UMENT \ \ 1I \ `�\ \ \ \ \
Richmond, Virginia 23223
T3 T 804 649 9303 F 804 343 3378
+,9.5 \ \ \ Q \ �S\ \ \I I / / / / I I W glaveandholmes.com
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ow UVA Foundation
JQ h / / I 5g`t?B / (� 1 Pc58 50 .� It1701D srEPs Tf C® \ I I I / / I I I / l l l 1 / / / 500 BirdWOod Drive
S I \ I I / I / / / Charlottesville, VA 22903
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� � ° / \ Glen Allen, VA 23060
/ t
128 � / / P
��/ \ \ � \ � � r12� �`"T (703) 849-0100
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+ 1.5 \ \ T10 / STRUCTURAL ENGINEER
l/ ( I \ 5B1•e I I I ) I I 1 I \ I Lynch Mykins Structural Engineers
) I 1 I \ 1519 Summit Ave, Suite 101
L/ +W2.2
///r / _\/ \ Richmond, VA 23230
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STABLE ,/ /
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
♦ Virginia Beach, VA23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
M VHB
115 South 15th St
Richmond, VA 23219
O T (804) 343-7100
W vhb.om
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/ \ �� 1 / / / / / / 1 / FEBRUARY 7, 2023
1 ET \ \ \ \\\ \ \ \ \ \ / / \ / / / / DRAWN BY: ACO APPROVED BY: MNM
/ /— \4S `!`__`•� / \ \\ \ \ \ \ \ \ —\ \ \ J Q — / \ / / / /� \ — /� / / / / / / I I REVISIONS
TREES DEN / / TREES / / / / / / / / / I I I I I I I I NO- DATE DESCRIPTION
DE / / /
540 \ \ \ \ \ \ \ \ \^ S6S A\ / / / /h6p \ / I / / / / / I I I 2/7/23 INITIAL SITE PLAN
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PS TS = WALL O\ \ \
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1 2 3 4
1. CONTRACTOR SHALL PREVENT DIRT, MUD, DEBRIS AND SEDIMENT
FROM EXISTING THE SITE AND ENTERING PUBLIC ROADWAYS
AND/OR STORM STRUCTURES.
2. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL
SIDEWALKS, CURBS, GUTTERS, ROAD, UTILITIES ETC. NOT
IDENTIFIED FOR DEMOLITION AROUND THE CONSTRUCTION SITE. IF
ITEMS ARE DAMAGED, CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIR AND REPLACEMENT OF SPECIFIC ITEMS. PLAN
NORTH
0' 15' 30' 60' 120' _
5
GLAVE
HOLMES
aRCHIrECrURL
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804) 956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PROJECT NUMBER
G£tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO- DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
DEMOLITION AND
EROSION Et
SEDIMENT CONTROL
PHASE I PLAN
SHEET NUMBER
C2o 1
L
r
7
DE�\MAT\C\HLINE:S\HSHEET
C2.\1 \ \ \\ \ \ \ Q
GENERAL NOTES
AND ASSOCIATED FOUNDATION
\ \
ENSC/TREE l II I I / I I I 1 ♦ \ MILL AND OVERLAY EXISTING \ \ 1. CONTRACTOR SHALL PREVENT DIRT, MUD, DEBRIS AND SEDIMENT
Y ( o I I I LIMITS OF WORK (TYP.) I I I I I �� / \ \ ASPHALT DRIVE (TYP.) \ \ FROM EXISTING THE SITE AND ENTERING PUBLIC ROADWAYS
MONF Al e
I I I I I AND/OR STORM STRUCTURES.
\ \ 2. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL
` \ ` \'y 1 I \ \ \ \ SIDEWALKS, CURBS, GUTTERS, ROAD, UTILITIES ETC. NOT
+583.6
SF 1 I ( I I I I I / / / I 1 I I \ \ \ \ IDENTIFIED FOR DEMOLITION AROUND THE CONSTRUCTION SITE. IF
// / / / / / /� ��/ I ' / / I/ i I 1 I / / �J / ♦ \ \ 1 I I I \ \ \ \ \ ITEMS ARE DAMAGED, CONTRACTOR SHALL BE RESPONSIBLE o OR
i REPAIR AND REPLACEMENT OF SPECIFIC ITEMS. '�"
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♦ / OPS#,D� \\\� I \ \\\ --\\ \
/ Psyloz \ } '\ \ \ 0' 15' 30' 60' 120'
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\ r CONCRETE FLUME 1 \ \ \ \ \ I 1 I I I I 2101 East Main Street
�SE TRFS MUMENr / I 1 \ PS Ts'
BUILD I 1 \ \ o0 \ 1 I `\ \ \ \ I 1 I / I I / / I I
/ ` \—/� Richmond, Virginia 23223 T 804 649 9303 F 804 343 3378 W glaveandholmes.com
OVER NO 4 \ \ ♦
FULL DEPTH ASPHALT DEMO I I \ \ 1 ra CONC. WAL ' \ \ �s o/ PROJECT TITLE
AND REPLACEMENT (TYP.) I I ` o\
I DEMO EXISTING CONCRETE STAIRS.
COLUMNS \ I
SEE ARCHITECTURAL PLANS / I I I I / I I I I I // BIRDWOOD
COLUMNS
° � DEMO EXISTING
RESTROOM ��0 COWC. WALL \ \\ MANSION
Io°ti BRICK
r \ CONCRETE SIDEWALK
PROTECT EXISTING / COLUMNS +58
CHANDASSOCIATED OVERHANA� TP POR
II
I/ REHABILITATION
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CONSTRUCTION OS °° OVERHA r PROTECT EXISTING
d HUE WELL THROUGHOUT
D�IJSE EXISTING FUEL TANK TO / 1 BF,59?�r o m TP OCONSTRUCTION I I I UVA Foundation
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p / / I F / / FUELCU
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P,Sg�e woaD STEPS rl cw�c ( I I / I I / 500 Birdwoo l Drive
250 44i
ESrROO , o Charlottesville, VA 22903
+5774 / A BRICK DEMO EXISTING WOOD STEPS.
/ J 7 CONC. DITCH BRIC COLUMNS SEE ARCHITECTURWALLS I I I I/ I/
CONSULTANTS'r6 ^
po W D SHED I /
DEMO EXISTING LIGHT
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OLjAND ASSOCIATED/ 1IIII II I I I II III II I/II I I II CIVIL ENGINEER/ J DewberryFOUDATION
T \ FSLi�i1� 14 / I I / / I / I 4805 Lake Brook Drive
ROM I / I I I I / / I I I Glen Allen, VA 23060
DEMO EXISTING I T 703) 849-0100
128 l l ' / / l / / / l / / / /j— / 1 / / i / / / / / / l \ \ \ \ ` WOOD SHE j l / I I / I I I I I I / / I I I \ ',I(,�f I I W (dewberry.com
EXISTING SEPTIC TANK I rB DEMO EXISTING
AND DRAIN FIELD BE o \ O CONCRETE DITCH
ABANDONED IN PLACE
+/s ACE � � s \ nSTRUCTURAL ENGINEER
o
DEMO EXISTING LIGHT DEMO TREE (TYP.) TP ss ( I I l I I I \ I Lynch Mykins Structural Engineers
POLE AND ASSOCIATED / / / I ( I ' \ 1 1519 Summit Ave, Suite 101
' _/ _ / �/ FOUNDATION / FULL DEPTH ASPHALT DEMO I I I I I I I \ Richmond, VA 23230
\ ' \ 51 AND REPLACEMENT (TYP.) I I I I 1 I I I 1 I \ \ T (804) 956-2288
STABLE 4—J I I I 1 W lynchmykins.com / � � / / A � —
MEP ENGINEER
PS S DEMO EXISTING LIGHT / � / I l � PACE Collaborative
POLE AND ASSOCIATED
I a PROTECT
\ //I I 1\ II II III / 1 1I 1 I1
\ 1I\\\\ 1277 Perimeter Parkway
FOUNDATION EXISTING HEDGES Virginia Beach, 23454
THROUGHOUT T (757)23 M p -CONSTRUCTION W pace-pme.com
/ // I / / ll lei/ � ��/\�! � � � ;'1 '� � � � � / / .�� -�� > \ \�\ \ I 1 I I I \ ► \ \
LANDSCAPE ARCHITECT
M \ /VHB
PROTECT EXISTING BRICK 15 South 15th St
COLUMNS THROUGHOUT Richmond, VA 23219
/ / / � � \ \ \ I I I I I
/ \ / CONSTRUCTION
C O \ I \ / / / / / / / / /) \ I I I I T (804) 343-7100
W vhb.com
TP l
\ \ PS
MILL AND OVERLAY EXISTING
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DATE
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DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
TREES / DENVTREES NO- DATE DESCRIPTION
540 \ \� ( I l r l \ ^ S6S y6�� 2/7/23 INITIAL SITE PLAN
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1. REFER TO LANDSCAPE PLANS FOR SITE VEGETATION.
2. CONTRACTOR SHALL PREVENT DIRT, MUD, DEBRIS AND SEDIMENT
FROM EXISTING THE SITE AND ENTERING PUBLIC ROADWAYS
AND/OR STREAMS.
PLAN
NORTH
(1)
0' 15' 30' 60' 120'
5
GLAVE
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PRELIM NAR
NOT FOR CONS 1 Rt'C T I( N
PROJECT NUMBER
G8tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO, DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
GRADING PLAN
SHEET NUMBER
L
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MA \ HLINE: SHEET C3.3
1. REFER TO LANDSCAPE PLANS FOR SITE VEGETATION.
ENSF/TREE$ / I I I I I I I I \ • \ ` \ 2. CONTRACTOR SHALL PREVENT DIRT, MUD, DEBRIS AND SEDIMENT
/ / FROM EXISTING THE SITE AND ENTERING PUBLIC ROADWAYS
Ilk/ / I I I I I / / \ \` / I \ \ \ AND/OR STREAMS.
PLAN
NORTH
0' / 15' 30' 60' 120'
/ rrI,� I I \ \
! I \ \ \\ 1 2101 East Main Street
I
SE TRFS 1 / I 1 1 \ \ ( I 1 \ / Mo UMENT �\ I I / I / ' I I I Richmond, Virginia 23223
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PROJECT TITLE
BIRDWOOD
HESo MANSION
REHABILITATION
MRN
/ HOUSE ' o m
GL—T / T TOWER / UVA Foundation
R00M I I / 1 �1 I / / I I / / / 500 Birdwood Drive
Itl / l I ES... // I o I l T 100
Charlottesville, VA 22903
/ ® I I //
`' 1 I I I I/ CONSULTANTS
3 o y "� h� / I I / I I I I CIVIL ENGINEER
I I I I Dewberry
4805 Lake Brook Drive
582 I / / I I I Glen Allen, VA 23060
128 / / / / / T (dew erry.c849-0100
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STRUCTURAL ENGINEER
580 1 I Lynch Mykins Structural Engineers
o \ 1519 Summit Ave, Suite 101
Richmond, VA 23230
ewi— / / / \ \ \ \ 57 I ' 1 \ T (804) 956-2288
/W lynchmykins.com STABLE
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1 1 I MEP ENGINEER
! • PACE Collaborative
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5$ 2 / / / / 1 1 1 I \ 1277 Perimeter Parkway
-A1
� v Y � l\�' 1 I\ ` \ Virginia Beach, VA 23454
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' T (757) 499-7223
/ / �/ �( / / / / ` ►/ m�y8� o ,/ . I \ \ W pace-pme.com
CO \� ^ 1 I I I LANDSCAPE ARCHITECT
7
VHB
115 South 15th St
Richmond, 3219
343-71
, � N '� 1 I I T (804) 343-7100
o / / / / \ \ I I W vhb.com
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FAGOLF
CILITY
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/ / 11 l I I I I I I I I I NO- DATE DESCRIPTION
DESCRIPTI ON
DE�TREES / DEN�TREES / / / /
540 \ \� �� �� S6S J /l/\ \ \ A\ 2/7/23 INITIAL SITE PLAN
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TABLE 3.31-B SOURCE: VA. DSWC
(REVISED JUNE 2003)
SEED
APPLICATION DATES
SPECIES
APPLICATION RATES
50/50 MIX OF ANNUAL RYEGRASS
SEPT. 1 - FEB. 15
(LOLIUM MULTI-FLORUM) & CEREAL
50-100 (Ibs./acre)
(WINTER) RYE (SECALE CEREALE)
FEB. 16 - APR. 30
ANNUAL RYEGRASS (LOLIUM
60-100 (Ibs./acre)
MULTI-FLORUM)
MAY 1 - AUG. 31
GERMAN MILLET
50 (Ibs./acre)
FERTILIZER & LIME
• APPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10 Ibs./1,000 sq. ft.)
• APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (OR 90
LBS./1,000 SQ. FT.)
NOTE:
1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME
REQUIRED TO ADJUST THE SOIL pH OF SITE.
2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE SOIL BY
DISKING OR BY OTHER MEANS.
3.) WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN
EROSION & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT
MANAGEMENT FOR DEVELOPMENT SITES AT:
hftp://ww.dcr.state.va.us/sw/e&s.htm#pubs
03.31 : TEMPORARY SEEDING SPECIFICATIONS
Ts QUICK REFERENCE FOR ALL REGIONS
N.T.S.
TABLE 3.32-D
(REVISED JUNE 2003)
SEED V
LAND USE
SPECIES
APPLICATION PER ACRE
MINIMUM CARE LAWN
TALL FESCUE 1
95-100%
(COMMERCIAL OR
PERENNIAL RYEGRASS
0-5%
RESIDENTIAL)
KENTUCKY BLUEGRASS 1
0-5%
TOTAL: 175-200 LBS.
HIGH -MAINTENANCE
TALL FESCUE 1
TOTAL: 200-250 LBS.
LAWN
GENERAL SLOPE
TALL FESCUE
128 LBS.
(3:1 OR LESS)
RED TOP GRASS OR CREEPING RED
2 LBS.
FESCUE2
SEASONAL NURSE CROP
20 LBS.
TOTAL: 150 LBS.
LOW MAINTENANCE
TALL FESCUE
128 LBS.
SLOPE
RED TOP GRASS OR CREEPING FESCUE
2 LBS.
(STEEPER THAN 3:1)
SEASONAL NURSE CROP 2
CROWNVETCH 3
20 LBS.
TOTAL: 150 LBS.
1- WHEN SELECTING VARIETIES OF TURFGRASS, USE THE VIRGINIA CROP
IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS VARIETY
LIST. QUALITY SEED WILL BEAR A LABEL INDICATING THAT THEY ARE
APPROVED BY VCIA. A CURRENT TURFGRASS VARIETY LIST IS AVAILABLE AT
THE LOCAL COUNTY EXTENSION OFFICE OR THROUGH VCIA AT 804.746.4884
OR AT http://sudan.cses.vt.edu/html/-rurf/turf/publications/publications2.htmi
2- USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS
STATED BELOW:
FEBRUARY 16 - APRIL 30.................. ANNUAL RYE
MAY 1 - AUGUST 15.......................... FOXTAIL MILLET
AUGUST 16 - OCTOBER 31................ ANNUAL RYE
NOVEMBER 1 - FEBRUARY 15............ WINTER RYE
3- SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SEED, ALL OTHER
PERIODS, USE UNHULLED SERICEA). IF
FLATPEA IS USED, INCREASE RATE TO 30 LBS/ACRE. IF WEEPING LOVEGRASS
IS USED, INCLUDE IN ANY SLOPE OR LOW MAINTENANCE
MIXTURE DURING WARMER SEEDING PERIODS, INCREASE TO 30-40.
FERTILIZER & LIME
• THIS METHODAPPLY 10-10-10 FERTILIZER AT A RATE OF 450 Ibs./acre (OR 10
Ibs./1,000 sq. ft.)
• APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2
TONS/ACRE (OR 90 LBS./1,000 SQ. FT.)
NOTE:
1.) A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME
REQUIRED TO ADJUST THE SOIL pH OF SITE.
2.) INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF
THE SOIL BY DISKING OR BY OTHER MEANS.
3.) WHEN APPLYING SLOWLY AVAILABLE NITROGEN USE RATES AVAILABLE IN
EROSION & SEDIMENT CONTROL TECHNICAL BULLETIN #4, 2003 NUTRIENT
MANAGEMENT FOR DEVELOPMENT SITES AT:
hftp:/Iww.dcr.state.va.us/sw/e&s.htm#pubs
3.32 : PERMANENT SEEDING SPECIFICATIONS
FOR PIEDMONT AREA
DIRECT BURY FENCE POST. IN PAVED AREA, CONTRACTOR
MAY USE 2' X 1' STANDS PROVIDED THEY ARE PROPERLY
ANCHORED WITH SANDBAGS.
NOTE: COORDINATE FENCING LOCATION WITH
OWNER'S REPRESENTATIVE
CONSTRUCTION FENCE CHAIN LINK
N.T.S.
TABLE 3.35-A
RATES
MULCHES
NOTES
PER ACRE
PER 1,000 sq. ft.
1�2 TONS (MINIMUM
FREE FROM WEEDS AND COARSE
STRAW OR
2 TONS FOR
70-901bs.
MATTER. MUST BE ANCHORED.
HAY
WINTER COVER)
SPREAD WITH MULCH BLOWER OR BY
HAND
DO NOT USE AS MULCH FOR WINTER
FIBER
MINIMUM 1,5001bs.
351bs.
COVER OR DURING HOT, DRY
MULCH
PERIODS.* APPLY AS SLURRY.
CUT OR SHREDDED IN 4-6" LENGTHS.
CORN
AIR DRIED. DO NOT USE IN FINE TURF
STALKS
4-6 TONS
185-275Ibs.
AREAS. APPLY WITH MULCH BLOWER
OR BY HAND.
FREE OF COARSE MATTER.
AIR-DRIED. TREAT WITH 12 Ibs.
WOOD
NITROGEN PER TON. DO NOT USE IN
CHIPS
4-6 TONS
185-275Ibs.
FINE TURF AREAS. APPLY WITH
MULCH BLOWER, CHIP HANDLER, OR
BY HAND.
FREE OF COARSE MATTER.
BARK
AIR-DRIED. TREAT WITH 12 Ibs.
CHIPS OR
50-70 cu. yds.
1-2 cu. yds.
NITROGEN PER TON. DO NOT USE IN
SHREDDED
FINE TURF AREAS. APPLY WITH
BARK
MULCH BLOWER, CHIP HANDLER, OR
BY HAND.
WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW
SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2,000 Ibs./ac. OR 45 Ibs./1,000 sq. ft.
3.35 : ORGANIC MULCH MATERIALS
AND APPLICATION RATES
SILT FENCE DROP INLET SEDIMENT FILTER
2 X 4" WOOD FRAME r DROP INLET WITH
1 GRATE
FRAME
GATHER EXCESS
AT CORNERS
PERSPECTIVE VIEWS
ELEVATION OF STAKE AND FABRIC ORIENTATION
SPECIFIC APPLICATION DETAIL A
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT
AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING
1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS,
SUCH AS IN STREET OR HIGHWAY MEDIANS.
IP 3.07 : INLET PROTECTION
N.T.S.
DRIP LINE
4' CHAIN LINK FENCE
MAXIMUM LIMITS OF
CLEARING AND GRADING
PROPOSED GRADING
ui 22
IS LESS THAN 5'
CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF
PROTECTED TREES
NOTES:
1. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN
T-5" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0"
FOR TREES TO REMAIN.
TP 3.38 : TREE PROTECTION
RUNOFF WATER
W/ SEDIMENT
CONSTRUCTION OF A SILT FENCE (WITHOUT
WIRE SUPPORT)
1. SET THE STAKES.
2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE
TO STAKES AND EXTEND EXCAVATED SOIL.
IT INTO THE TRENCH.
SHEET FLOW
INSTALLATION
(PERSPECTIVE VIEW)
FLOW _
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
NOTES:
1. WHERE METAL POLES ARE DRIVEN FOR USE AS EITHER
CONSTRUCTION OR REINFORCED SILT FENCING, POLES
SHALL BE COMPLETLY REMOVED WHEN NO LONGER NEEDED.
3.05 : SILT FENCE
RAVEL DROP INLET SEDIMENT FILTER
18" MIN. GRAVEL (12" MIN. DEPTH)
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING
AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR
DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
IP 3.07 : INLET PROTECTION
N.T.S.
N.T.S.
N.T.S.
GLAVE
HOLMES
ARCH ITECTURL
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804) 956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PROJECT NUMBER
G£tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO_ DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
EROSION Et
SEDIMENT CONTROL
DETAILS
SHEET NUMBER
C591
1
7
3
5
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Carolina Stalite Company Page 1 of I
Compressive Strength of Structural Soil April 10, 2003
RESEARCH REPORT
COMPRESSIVE STRENGTH TESTING OF STALITE STRUCTURAL SOIL
The purpose of this test is to determine the compressive strength of STALITE
Structural Soil for use as it applies to fire lane applications. The test is designed
to determine the actual resistance to deformation of the Structural Soil Mixture.
The test is not an indication of the allowable bearing pressure that can be
achieved using the Structural Soil Mixture, since such a determination has many
variables, which cannot be addressed by this test.
Testing Apparatus:
STALITE'S Quality Control Laboratory constructed a steel box to use for testing
the aggregate. The box was constructed of/z inch steel with welded joints. The
inside dimensions of the box were 11 inches wide by 11 inches long by 8 inches
tall. The loading plate for the box was constructed of 3/ inch steel and had
sufficient clearance on all sides as to prevent binding during loading.
Test Method: Compacted Aggregate
The STALITE Structural Soil was at 12% total moisture content at the time of
testing. The material was placed into the box in 3 layers and compacted using a
5.5 lb proctor hammer having 12 inches of fall. The aggregate was compacted
similar to ASTM D-698 having 2 blows per in of surface area. The compacted
aggregate was then covered with the loading plate and placed in a Forney
calibrated load frame. The load frame was used to load the aggregate to the
failure criterion of '/2 inch deflection. The '/2 inch of deflection was used as the
failure criterion, giving a safety factor of 2 for general geotechnical applications.
Test Material Properties:
The STALITE Structural Soil consisted of:
75% Stalite, 3/8" Expanded Slate Lightweight Aggregate
20% Sand
5% Compost
Test Results
Material
Deflection
Type
Area
Load
PSF
PSI
Structural
'/z inch
Compacted
121 in
40320 lb
47,984
333
Soil
Structural
1 inch
Compacted
121 in
1453201b
172,942
1201
Soil
Gold Hill Quality Control Lab
Sand Based Sod
STALITE Structural
Soil for Turf
Optional Geo Grid
Drain w/Filter Fabric
(washed stone)
Compacted
subgrad at 95%
Standard Proctor
Density
Com pact two
passes with a
viboratory plate or
roller
DETAIL-STALITE STRUCTURAL SOIL FOR REINFORCED TURF AND FIRELANES
FINISHED GRA
1.5" SURFACE COURSE (VDOT SM-9.5,
3" BASE COURSE (VDOT BM-25.0
6" STONE AGGREGATE BASE (VDOT 21-
COMPACTED SUBGRADE TO 98% MAX.
DRY DENSITY STD. PROCTOR PER ASTM
D-698. (12" MIN. BELOW SUBGRADE)
PARKING AND SERVICE ROAD
PAVEMENT SECTION
PROVIDE 12" #4 BARS AT 12"
O.C., DOWELLED 6" IN EXISTING SEE NOTE #2 BELOW
CONCRETE. 6" GREASE
SLEEVE SHALL BE PROVIDED IN
NEW CONCRETE PATCH. V MIN.
a
CONCRETE � a."
(THICKNESS UNKNOWN)
SAW TO NEAT EDGE
PRE -MOLDED
JOINT FILLER
CONCRETE PAVEMENT
1' MIN.
EX. GROUND TYPICAL
t"- UNKNOWN
THICKNESS OF
ASPHALT
/ #21B SUBBASE (10" DEPTH FOR
ROADWAYS/6" DEPTH FOR PARKING
/ AREAS AND SERVICE ROADS).
STONE BACKFILL, VDOT #21B. ALL STONE
ABOVE PIPE BEDDING STONE SHALL BE
#21B.
PIPE BEDDING BASED ON PIPE
MATERIAL (SEE PIPE LAYING CONDITION
DETAILS)
BURIED PIPE
ASPHALT WITH BASE
NOTES:
1. MINIMUM TRENCH WIDTH SHALL BE THE LARGER OF 2 FT + PIPE O.D. OR 3 FT. EXISTING PAVEMENT, INCLUDING
SUB -BASE, SHALL BE CUT AND REMOVED A MINIMUM OF 1' BEYOND THE PIPE TRENCH WIDTH ON BOTH SIDES AND
RECONSTRUCTED AS SHOWN.
2. REPLACE ASPHALT PAVEMENT WITH A MINIMUM OF 3" BM-25.0 + 2" SM-9.5A FOR ROADS OR 2" BM-25.0 + 1 1/2"
SM-9.5A FOR PARKING AREAS, BUT TOTAL THICKNESS OF ASPHALT OR CONCRETE SHALL NOT BE LESS THAN 1.5 X t".
3. CONTRACTOR SHALL MATCH EXISTING PAVEMENT TYPE FOR REPAIRS.
4. TRENCH SIDES SHALL BE SHEETED AS REQUIRED TO KEEP TRENCH WIDTH TO A MINIMUM.
PAVEMENT REPAIR DETAIL
N.T.S.
6" TOPSOIL OR PAVEMENT REPAIR
AS NECESSARY (SEE PAVEMENT REPAIR
FINISHED GRADE DETAIL)
• • • • •
••••••••••••
• • • • • • •
•�
ffSpir�
. ,
N.T.S.
12" MIN.
COMPACTED /
VDOT #10 STONE 6" IN SOIL
4" IN ROCK
COMPACTED SUBGRADE TO 98%
MAX. DRY DENSITY STD. PROCTOR
PER ASTM D-698. (12" MIN. BELOW I 24"+O.D. {
SUBGRADE) OR 20" MIN.
NOTES:
1. ALL BACKFILL IN TRENCHES WHICH ARE LOCATED UNDER PAVED AREAS INCLUDING ROADS, PARKING LOTS, AND
SIDEWALKS SHALL BE VDOT NO. 21-B STONE FROM ABOVE VDOT #10 STONE TO BOTTOM OF PAVEMENT. ALL OTHER
BACKFILL SHALL BE SUITABLE BACKFILL ACCORDING TO EARTHWORK SPECIFICATIONS.
2. INSTALL UNDERGROUND UTILITY MARKER TAPE AND TRACER WIRE PER SPECIFICATIONS. ALL TRENCH EXCAVATION
SHALL BE SLOPED, BENCHED, OR SHORED ACCORDING TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS.
3. MINIMUM COVER:
STORM SEWER 2.0' UNLESS OTHERWISE NOTED
SANITARY SEWER 3.0'
WATERLINE 3.0'
PIPE LAYING CONDITION - DIP & RCP
N.T.S.
5" TOP SOIL IN
UNPAVED AREAS
CONCRETE SIDEWALK AND
BASE COURSE
/�
w
DETECTABLE
Q
iili ` \\
MARKING TAPE
g ((7
BACKFILL (B.F.)
Z 3
OJ
a
I °
WIDEN TRENCH
AS NEEDED
\\\
m
_
=
ABOVE PIPE
N
I
VDOT #9 BEDDING
- --
D 6" MIN.
D+2'-0„
MAX.
UNDERGROUND ELECTRIC / TELECOMMUNICATIONS
DIRECT BURY CONDUIT BEDDING DETAIL
FINISHED GRADE
COMPACTED VDOT
#10 STONE
COMPACTED SUBGRADE TO 98% -
MAX. DRY DENSITY STD. PROCTOR
PER ASTM D-698. (12" MIN. BELOW
SUBGRADE)
24"+O.D.
OR 36" MIN.
N.T.S.
6" TOPSOIL OR PAVEMENT REPAIR
AS NECESSARY (SEE PAVEMENT REPAIR
DETAIL)
-12" MIN.
6" IN SOIL
4" IN ROCK
COMPACTED APPROVED
BACKFILL. SEE NOTE #1.
UTILITY MARKER TAPE
TRACER WIRE
NOTES:
1. ALL BACKFILL IN TRENCHES WHICH ARE LOCATED UNDER PAVED AREAS INCLUDING ROADS, PARKING LOTS,
AND SIDEWALKS SHALL BE VDOT NO. 21-B STONE FROM ABOVE VDOT #10 STONE TO BOTTOM OF PAVEMENT.
ALL OTHER BACKFILL SHALL BE SUITABLE BACKFILL ACCORDING TO EARTHWORK SPECIFICATIONS.
2. INSTALL UNDERGROUND UTILITY MARKER TAPE AND TRACER WIRE PER SPECIFICATIONS.
3. ALL TRENCH EXCAVATION SHALL BE SLOPED, BENCHED, OR SHORED ACCORDING TO ALL APPLICABLE
FEDERAL, STATE, AND LOCAL REGULATIONS.
4. MINIMUM COVER:
STORM SEWER 2.0' UNLESS OTHERWISE NOTED
SANITARY SEWER 3.0'
WATER 3.0'
PIPE LAYING CONDITION - PVC & HDPE
N.T.S.
GLAVE
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PRELIM NAR
NOT FOR CONS 1 xLTC T I( N
PROJECT NUMBER
G8tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO, DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
CONSTRUCTION
DETAILS
SHEET NUMBER
C5*2
1
7
3
0
5
E
LJ
C
C�
SEE NOTE ^
A
L
DO NOT GROUT AROUND
FRAME
STAINLESS STEEL NUT AND
WASHER, AND NEOPRENE WASHER
APPLY 2 BEADS OF POLYURETHANE
ELASTOMERIC SEALANT/ADHESIVE
(SIKAFLEX-11 OR EQUAL) AROUND
ENTIRE CIRCUMFERENCE OF RISER
RINGS. THERE SHALL BE A MINIMUM
OVERLAP OF 2".
2' STAINLESS STEEL THREADED
ROD AT 4 LOCATIONS. FIELD CUT
RODS 1"ABOVE TOP OF NUT.
ROUGH EDGES SHALL BE
GROUND SMOOTH
HIGH STRENGTH EPDXY
ANCHOR SYSTEM
NOTES:
1. FRAME AND COVER SHALL BE HEAVY DUTY RATED
FOR HS-20 LOADING.
2. COVER SHALL HAVE NON -PENETRATING LIFTING
BARS.
A 25 3/4"
_j
5 L_MI 24 Ul 5
-, BOLT HOLES
TOP SECTION A -A
24" MANHOLE FRAME & COVER
HEAVY DUTY FRAME ANB
COVER HS-20 RATED
N.T.S.
FINISHED GRADE
(OR PAVEMENT)
PRECAST RISER RINGS. DO NOT
USE BRICKS. MAXIMUM OF 12"
OF RISER RINGS PERMITTED.
FIELD APPLY BITUMASTIC
ON OUTSIDE OF RISER
RINGS. OVERLAP
PRECAST MANHOLE BY 6"
MINIMUM
4.
HIGH STRENGTH EPDXY
ANCHOR SYSTEM
a •
a
<: AA
a.
MANHOLE RISER RING DETAIL
N.T.S.
HEAVY DUTY FRAME COVER HS-20
RATED WITH 24" CLEAR OPENING
F7
SEE MANHOLE
RISER RING DETAIL
;.
2'-0"
w
. • . �,
p
CONC. FOOTER. PRECAST \
; /�
o
MFG. SHALL BE REQUIRED \
.•�•�;•
0
TO SUBMIT BUOYANCY
CALCULATIONS.
SEAL JOINT (TYP), \
COATED STEPS
e` '
SEE SPECS
,
a..
CAST -IN -PLACE
\
".
A
;. • `
—
— — — — — — — — — — — —
LOW
PIPE BEDDING. SEE DETAIL. 4'-0"
0
ih
---- \\Z,
PRECAST JOINT. SEAL JOINT WITH "0" RING
GASKET, GROUT OPENING, AND FIELD APPLY \
BITUMASTIC ON EXTERIOR SURFACE. SEE \ A.
FLOW
DETAIL AND SPECIFICATIONS
0
PRECAST FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN INLET AND
OULET PIPE SHALL BE PROVIDED BY <
PRECAST MFG. PER VDOT IS-1.
:•• • •
• ••
COMPACTED SUBGRADE TO 98% ,,, �, �,, �, �,, �� \i, i�/�\i, i� �i. i< i./i, i< i./i, i�i./i, z1. i
MAX. DRY DENSITY STD. PROCTOR
PER ASTM D-698. (12" MIN. BELOW
SUBGRADE) DIAMETER= 4'-8"+ (2 x WALL THICKNESS)
NOTES:
1. PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI.
2. ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON -SHRINK GROUT INSIDE AND OUT. THE EXTERIOR
SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING.
3. MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25
FEET FOR CHANGES IN DIRECTION.
4. PRECAST MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS-20 LOADING AND SHALL CONFORM TO ASTM 478.
5. COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET.
6. CONTRACTOR SHALL LEAVE TOP OF PRECAST MANHOLE, RISER RINGS, AND FRAME UNEXCAVATED FOR REVIEW DURING VACUUM
TEST.
4'-8"+ (2 x WALL THICKNESS)
0
HALF PLAN VIEW
FLOW
FLOW
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
O
STORM SEWER ANHOLE DETAIL
FACTORY APPLIED -
BITUMASTIC
PRECAST d
MANHOLE RISER
c d
a
GROUT JOINT d d
a
6
GASKET (SEE SPECS)
NOTE:
1. JOINTS FOR ALL MANHOLES, YARD
INLETS, AND PRECAST STRUCTURES
SHALL BE CONSTRUCTED ACCORDING
TO THIS DETAIL.
FIELD APPLIED
BITUMASTIC OVER
GROUT
N.T.S.
MANHOLE JOINT DETAIL
N.T.S.
H2O LOAD RATED COVER AND
FIRE DEPARTMENT CONNECTION OR FIRE
FRAME.
STANDARD 4' MANHOLE.
DEPARTMENT VALVE.
SEE
WATER MANHOLE FRAME AND
CITY OF CHARLOTTESVILLE C&0
COVER DETAIL.
THREADS REQUIRED FOR FIRE
DEPARTMENT CONNECTION
2 4'
3'-0"
FINISHED GRADE CLEAR
6" THICK X 18"0 NO PARKING IN
CONCRETE SLEEVE FRONT OF FDC.
I —I I 11— —I I MI 1 I —III —I I I —III —I I
I I —III— —III—I 11=I 11=III—III
—I I I —I —I I —I I I—
I —I 11-1 11=1 1=
I I —I I I —I I I— — ROADWAY
—I 11-1 11=1 I —I I 17=i
1 r=111 ~11-III-11I1
III I nlll
I �TI��- III11,'..
I I
0-RING GASKET
1 11T1 I l i
TO SPRINKLER RISER
MINIMUM
AT PROPOSED
CONFORMING
TENNIS BUILDING
BUILDING. SEE
TO ASTM C 443
PLUMBING FOR
CONTINUATION. 4' MIN.
<'
MECHANICALLY
RESTRAINED JOINTS
--- 1 /4" PER FOOT SLOPE a— a
6" D.I. PIPE
(SEE SPECS)
I —I 11= I I I'
— I —I I I d'
•
=111� 11= III •
12" -�
T
12"
'
—
I I=I II—I I I —I I I I —I I I —I I i `—fit I I—III=1 11= PRE -CAST
1-1 1-111=111— 1 1J 1�JJ-11�1
CHECK VALVE W/BALL
lll—llJ— CONCRETE
-1 I Ii i 1 I I i] � =
" SECTION
DRIP VALVE AND
I I 111=III—III
CONCRETE SUPPORT.
#57 WASHED
LOCATED BALL DRIP AT
NOTES: STONE
LOW POINT IN LINE IN
ORDER TO DRAIN LINE
1) ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT.
AFTER FIRE EVENT.
2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE
CONNECTION IS TIED DIRECTLY TO THE BUILDING.
3) PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI.
4) ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON —SHRINK GROUT INSIDE AND OUT. THE
EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING.
5) COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET.
6) FIRE DEPARTMENT CONNECTION SHALL BE 5' CLEAR OF LANDSCAPING.
7) PRE —CAST UNITS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS 20 LOADING AND MANUFACTURED IN
ACCORDANCE WITH AASHTO M199 AND ASTM C-478.
FIRE DEPARTMENT CONNECTION
SEE COVER DETAIL FOR
DIMENSIONS AND
LETTERING
N.T.S.
LIMITS OF CONCRETE AT
BOTTOM OF BASE
IN LANDSCAPE
AREAS
CONCRETE 3"
BELOW SURFACE
I
CAST IRON CLEANOUT
FRAME AND COVER
FINISHED GRADE
NO. 57 STONE
NOTES
12°
1. MATERIALS SHALL BE AS
SPECIFIED IN DOCUMENTS OR AS
SHOWN ON PLAN (SEWER
SERVICE).
2. DEPTH OF SERVICE SHALL BE
HELD TO A MINIMUM BUT SHALL —
7 1/2 PROVIDE FOR CONNECTION TO
7 1 /4" SERVICE MAIN.
I ; BOTTOM VIEW
cli F
OF COVER
5 1 /2"
b 3/8"
NOTE:
ALL COVERS SHALL BE HS-20
TRAFFIC RATED
COVER DETAIL
SEE COVER DETAIL FOR
DIMENSIONS AND LETTERING
4"
IN LANDSCAPE AREAS MULCH
SHALL BE FLUSH WITH FINAL
GRADE
IIF?IIt=11
o
U
z
o
g
U
W
LREADED
0
co
T
CLEANOUT CAP
U
WITH EXTERNAL SQUARE NUT
SWEEP WYE OR SANITARY WYE
X
& 45° ELL (SEE PLAN FOR SIZE)
SERVICE LINE
co
FLOW
2% SLOPE MINIMUM
SANITARY COVER
SANITARY SEWER CLEAN OUT DETAIL
1/4"
rn
2" X 3 3/4" LETTER
SIZE
N.T.S.
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804) 956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PROJECT NUMBER
GB:HA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO DATE DFSCRIPTIC)
2/7/23 INITIAL SITE PLAN
SHEET TITLE
CONSTRUCTION
DETAILS
SHEET NUMBER
C593
L
1
7
3
51
5
J
2 COATS OF 8" DIA. 12" ACCESSIBLE
TRAFFICE PAINT
RESERVED V I----� 12"
PARKING
® PENALTY
m � TOW�AWRYiONE
14R �- IS1W$50�HNE
a T 12^
4" WIDE WHITE CORNER RADIUS - 1 1/2" (TYP.)
PAINTED LINES
E FOR ALL SPACES TO BE DESIGNATED AS ACCESSIBLE, THE -0- -0-
VIRGINIA STANDARD "RESERVE PARKING" SIGN SHALL BE
INSTALLED, AS WELL AS THE STANDARD "PENALTY,
TOW -AWAY ZONE" SIGN.
FOR SPACE DESIGNATED ON PLAN AS VAN ACCESSIBLE,
PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH
LETTERING MOUNTED UNDERNEATH RESERVED PARKING
SIGN.
SIGN(S) SHALL BE MOUNTED ON BUILDING.
Iry
ACCESSIBL ACCESSIBL
SIGN(S) SHALL BE MOUNTED WITH THE BOTTOM OF THE PARKING PARKING
SIGN(S) NO LESS THAN 5' AND NO HIGHER THAN T ABOVE SPACE SPACE
THE FINISHED GRADE. TYPICAL
THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR s'-0" 8'-0" 8'-0" 8'-0"'
MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS(S) FOR SIGNS.
SIGN(S) SHALL COMPLY WITH THE LATEST EDITION OF UFAS NOTE: SEE SITE LAYOUT PLAN CURB STOPS 2.5' OFF OF
(UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUSBC FOR PARKING DIMENSIONS & BACK OF CURB OR EDGE OF
(VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND THE LAYOUT DIMENSIONS SHOWN PAVEMENT (TYP)
CODE OF VIRGINIA SECTION 36-99.11. ARE MINIMUMS
ACCESSIBLE SIGN/ SYMBOL/STRIPING DETAILS
N.T.S.
LJ
R1-1
REFLECTIVE
ALUMINIUM
7
1-z
EUiI U
GALVANIZED "U"
M O w
CHANNEL POST
p_j1Y
~ LL
0 0
9 Wl
PAINT CONCRETE BLACK
AFTER CURING AT
i-
ASPHALT LOCATIONS
0
N
4000
PSI
CONCRETE
STOP SIGN
JE
POST INDICATOR VALVE
N.T.S. N.T.S.
NOTES:
1.
CONTRACTOR TO CONFIRM VEGETATION CHOICE WITH
UNIVERSITY OFFICE OF THE ARCHITECT PRIOR TO
CONSTRUCTION.
FILTER FABRIC TO
2.
SOIL MEDIA HAVE THE FOLLOWING CHARACTERISTICS,
SURROUND SIDES OF
PER DEQ GUIDELINES:
GRAVEL DIAPHRAGM
-CLAY CONTENT SHALL BE LESS THAN 10%
PRETREATMENT BIORETENTION CELL
-SILT AND CLAY (SOIL FINES) CONTENT SHALL BE
CELL 2' GRASS STRIP
BETWEEN 10% AND 20%
2L : 1 W (PLANT WITH SOD)
Z
w O
-SAND CONTENT SHALL BE BETWEEN 80% AND 90%
>_ Q
-ORGANIC MATTER: 3% - 5%
J F w j
-TOPSOIL CONTENT 8% - 12%
U w Q
-MULCH: 2 - 3 IN. OF AGED, SHREDDED HARDWOOD
6" PONDING DEPTH (MAX)
Z) p
Z
BARK MULCH
FILTER FABRIC TO
Cp U
O
-SOIL pH RANGE: 6.0 TO 7.0
SURROUND SIDES OF
:'' '.
10" WIDE FILTER FABRIC �:'
ug
N
MIXED MEDIA MUST BE PROVIDED BY VENDOR
PRETREATMENT CELL
.`;:'
STRIP ABOVE PEA ; '..' s >.
D-
P-INDEX: 5 - 15 mg/kg FOR MEHLICH I, 18 - 40 mg/kg FOR
GRAVEL AND CENTERED
MEHLICH III
PERMEABLE
ABOVE UNDERDRAIN
iv
-CEC: SHALL BE ABOVE 5
GEOTEXTILE LINER
(1 "-2" ON EITHER SIDE)
-INFILTRATION RATE: 1-2 IN/HR
ALONG BOTTOM OF
3.
SWALE SHALL BE STABILIZED WITH JUTE MATTING
PRETREATMENT CELL
6" SCH. 40 PVC
WHILE GRASS COVER IS ESTABLISHED.
FILTER FABRIC TO
PERFORATED
4.
SWALE MAINTENANCE TO BE PROVIDED BY
RIPRAP SHALL BE LIGHT BROWN
SURROUND SIDES OF
VARIES
UNDERDRAIN PIPE (SEE
UNIVERSITY LANDSCAPE DEPARTMENT AND UTILITY
IN COLOR WITH ROUNDED
BIORETENTION
DETAIL)
SYSTEM DISTRIBUTION DEPARTMENT.
EDGES FROM SHENANDOAH
12" SUMP BELOW
5.
GEOTEXTILE FABRIC: NON -WOVEN, FLOW RATE > 110
ASPHALT
UNDER DRAIN
GAUMIN/SF
6.
CONTRACTOR SHALL COMPLY WITH BIORETENTION
CONSTRUCTION NOTES ON THE DEQ BIOFILTER
BIORETENTION SECTION:
LEVEL 2
CHECKLIST, FOUND INSTORMWATERCALCULATIONS.
HEAVY DUTY FRAME COVER HS-20
RATED WITH 24" CLEAR OPENING
ALTERNATE GRADE IN STEEP SLOPE
CONDITION (MAX. 3:1 SIDE SLOPE)
SEE MANHOLE �\ \
RISER RING DETAIL
B I ALL STEPS SHALL BE INSTALLED AT A
CONSISTENT INTERVAL BETWEEN 12"-16" O.C.
PRECAST JOINT. SEAL JOINT WITH "0"
RING GASKET, GROUT OPENING, AND
FIELD APPLY BITUMASTIC ON EXTERIOR
SURFACE. SEE DETAIL AND
SPECIFICATIONS
FLEXIBLE BOOT CONNECTION WITH
STAINLESS STEEL COMPRESSION BANDS
(TYP)
FLOW
PIPE BEDDING. SEE DETAIL
CONC. FOOTER. PRECAST MFG. SHALL BE REQUIRED \4w�
TO SUBMIT BUOYANCY CALCULATIONS.
MIN. 6" BEDDING WITH NO. 68 STONE y
COMPACTED SUBGRADE TO 98% MAX.
FINISHED GRADE
(OR PAVEMENT)
FIRST STEP SHAL \\\\
BE LOCATED WITH(
24" OF FINAL
GRADE.
a..
RUBBER COATED STEPS
CONIC SECTION REQUIRED ON ALL CAST IN PLACE BY
MANHOLES OUTSIDE OF PAVED MANUFACTURER.
AREAS. FLAT TOPS ONLY PERMITTED ORIENT STEPS AWAY
UNDER PAVED LEVEL AREAS. FROM PIPE
PENETRATIONS.
FLOW LINE
FLOW -
PRECAST FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN INLET AND
OULET PIPE SHALL BE PROVIDED BY
PRECAST MFG. PER VDOT IS-1.
SLOPE INLET SHAPING SHOT
TOWARDS FLO)
DRY DENSITY STD. PROCTOR PER ASTM
D-698. (12" MIN. BELOW SUBGRADE) A -
ELEVATION VIEW
A NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE GEOTECHNICAL CONSULTANT FOR THE SOIL CONDITIONS
2. MANHOLE DESIGN SHALL MEET REQUIREMENTS OF ASTM C890 FOR HS 20 LOADING. MANHOLE DESIGN AND CONSTRUCTION SHALL MEET ASTM C478 AND ACI 350.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED WITH NON -SHRINK GROUTED INSIDE & OUT. THE EXTERIOR OF SANITARY MH'S SHALL BE WATERPROOFED USING
BITUMASTIC WATER PROOFING AND THE INTERIOR SHALL BE EPDXY COATED FOR VAPOR PENETRATION PREVENTION.
4. MINIMUM ELEVATION DIFFERENCE ACROSS THE MANHOLE FROM INLET TO OUTLET SHALL BE 0.1 FEET FOR STRAIGHT RUNS AND 0.25 FEET FOR CHANGES IN DIRECTION.
5. COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4' IN ACCORDANCE WITH THE LATEST O.S.H.A. REQUIREMENTS.
6. MANHOLE DIAMETER MINIMUM 4'. PRECAST MANUFACTURER SHALL SELECT SIZE BASED ON SPECIFIED PIPE SIZE AND GEOMETRY AND OTHER REQUIREMENTS.
SANITARY SEWER MANHOLE DETAIL
PLAN VIEW
SECTION A -A
N.T.S
""'"OLE WALL
FLEXIBLE BOOT
CONNECTION
DO NOT GROUT
ABOVE SPRING LINE
SPRING LINE
GROUT ANNULAR
SPACE BETWEEN
PIPE AND PRECAST
FLOW TRANSITION
(PER VDOT IS-1)
CC-12
A
PERMISSIBLE
CONSTRUCTION
JOINT
4r
77
MIN.
a
8.
^!�
tort
MAX
B
2
" WHERE STD. CG
CG-7 IS USED.
STD.CG-2
OR CG-6
20: 1 �1
m B
TED DOMES
MAX.
4'-0"
MAX.
DOWELS, 8" LONG
12" C-C
SECTION A -A
SLOPE 101 MAXIMUM
SECTION B-B
A 4' SQUARE LANDING
y
AREA OUTSIDE OF
y
_J
TRAVELWAY SHALL
=J
�3
BE PROVIDED.
3
a Y
V)
1
0
¢
_0
�0
3:
U
A-lrA
U
TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT
5'
AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION
WITHIN CROSSWALK WITHIN CROSSWALK
3' Q:1M ') (WITH BUFFER STRIP)
TYPE A (PERPENDICULAR) APPLICATION
ALTERATIONS THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH B FEET FOR NEW
COLOR SHALL BE
NOTES: CONSTRUCTION, 6 FEET FOR ALTERATIONS.
SOLOMAN COLORS, INC.
1, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
DIA. #306 COLORFLO LIQUID
SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL.
TYPES OFF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL
COLOR (CANVAS) AT A
OTHER
DIA. RATE OF 6.4 LBS LIQUID
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED
COLOR PER CUBIC YARD
ACE OR IN TOP COLOR OF THE WARNING SECTIONSHALL BE A
TRUNCATED DOME
ADJACE ADJACENTSURFACE.
CONTRASTINGIF
COLOR WITHAST HE SURFACES (ADJACENT SURFACES INCCLLUD SARED SIDES).
DETAIL OF CONCRETE.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE
CONSTRUCTION JOINT WITH REQUIRED BARS.
-�
�- 23/°" C-C TRUNCATED DOME
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES
O O O
CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
O O O O O O O 0 O O 0 O
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CFTNTER ALONG BOTH SIDES OF THE RAMP
FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2".
0 0 0 0 0 0 0 0 0 0 0 0 0 0
6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
FOR CURB/CURB AND GUTTER.
23/°" C-C
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
7• WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS
TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
O O O O 0 O 0 O O O O 0 O O O
a
8. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BE PROVIDED AT INTERSECTIONS WHEREVER 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
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,
AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
O O O O O O O O O O O O O O O
INLETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED,
STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
VARIABLE
9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED
T MINIMUM.
WITHIN THE LIMITS OF THE CROSSWALK.
I I
PAY LIMITS
DETECTABLE WARNING
10 . TYPICAL ROFEANTICPATEDSIDEWALK SHEAVY THICK.EN THE ENTRANCEACCOMMODATE RNING
CSIDEWALK ANNOT
EBEUINCREASED
REQUIREMENTS TRUCK TRAFFIC CONCRETE DEPTH HOULD
SHEET 1 OF 3 DETAIL
TO 7".
CG-12 DETECTABLE WARNING SURFACE
SPECIFICATION
REFERENCE
REV.3/03 TYPE A
(PERPENDICULAR) APPLICATION
502
203.05
VIRGINIA DEPARTMENT OF TRANSPORTATION
CONTRACTOR SHALL NOT CUT DETECTABLE WARNING STRIP TO ENSURE TRUNCATED DOME INTEGRITY.
A
�,
PERMISSIBLE 07" WHERE STD. CC-12
CONSTRUCTION 5'-0" MIN.
-� 5' MIN.
CG-3 CG-7 IS USED.
�• JOINT ® STD. CG-2
STD. CG-2 6"
12:1 MAX. X
OR CG-6 48 : 1 MAX.
W.
�M
Z 20 :1 4B :1M
B � 2'
12:1 MAX.
� B
SECTION A -A
s5 DOWELS, B" LONG
AT 12" C-C PERMISSIBLE
LOPE 12:1 CONST. JOINT
A
TRUNCATED DOMES MAXIMUM
U
v . - v.
5' MIN _j b SECTION B-B
21 MPX. Q
12:1 MAX.
(N
4
SHALL BE toy -
COLOR =
SOLOMAN COLORS, INC.
#306 COLORFLO LIQUID 5' ON
COLOR (CANVAS) AT A IT 11 ��
RATE OF 6.4 LBS LIQUID I I II N
+
COLOR PER CUBIC YARD CROSSWALK
LANDING
OF CONCRETE. TYPICAL PLACEMENT AEA OUTSIDE
AREA OUTSITSI DE
AT INTERSECTION TRAVELWAY SHALL
CROSSWALK
WITHIN CROSSWALK PERPENDICULAR
3
/°" DIA.
NOTES: TYPE B (PARALLEL) APPLICATION CROSSWALK.
DETECTABLE
WARNING SHALL
1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
%8" DIA.
SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL.
BE TERRACOTTA
OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL
IN COLOR TRUNCATED
OF THE ENGINEER.
DOME
DETAIL
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED
IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A
CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES).
23/°" C-C TRUNCATED DOME 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE
CONSTRUCTION JOINT WITH REQUIRED BARS.
O 0 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES
CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
O O O O O O
O O O O O 0 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
0 0 0 0 0 0 0 0
0 0 0 0 0 0 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1�/2".
0 0 0 0 0 0 O O O
O O O O O O 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT
2%" C-C
- FOR CURB/CURB AND GUTTER.
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 Q 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 c4 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
O O O O O O O O O
O O O O O 0 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY
ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
O O O O O O O O O
O O O O O O OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT
0 0 0 O O O O O 0
0 0 0 0 0 0 POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A
CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
VARIABLE
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
Y MINIMUM.
PAY LIMITS
9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED
WITHIN THE LIMITS OF THE CROSSWALK.
DETECTABLE
WARNING 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING
DETAIL
REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED
Tn 7-1 SHEET 2 OF 3
SPECIFICATION
CG-12 DETECTABLE SURFACE
REFERENCE
WARNING
TYPE B (PARALLEL) APPLICATION REV. 3/03
Sot
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06
CONTRACTOR SHALL NOT CUT DETECTABLE WARNING STRIP TO ENSURE TRUNCATED DOME INTEGRITY.
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804) 956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PROJECT NUMBER
G£tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
NO- DATE DESCRIPTION
2/7/23 INITIAL SITE PLAN
SHEET TITLE
CONSTRUCTION
DETAILS
SHEET NUMBER
C594
1
L
2
3
N.T.S.
�.i
5
J
E
C
C
FA
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
5' III III s 1 1 r
WATER SEWER
3 p
o �
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER DR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
x SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY,
UTILITY LOCATIONS 8c EASEMENT WIDTHS
NTS
FIG. W-1
Tn-1
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN
(2702' TO 10'
1R -22
7 W. VALVE BOX
NE
#68 STONE
42"MIN ';; 6" GATE
VALVE
all X6:.
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILE 'III
WHEN THE SOIL IS DISTURBED 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 AT 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.S.
FIG. W-4
TD-8
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
624^ IN a. INITIAL BACKFILL 6s4 1 6"
MIN MIN. MIN. MIN.
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
�1� Q
4'MI INITIAL BACKFILL 4 MI
UNSTABLE R" R" s" R"
SOIL MIN. MIN. MIN MIN.
�= #68 STONE
:GRANULAR FILL AS O -
APPROVED BY ACSA
S . I ^ b6l2, STABLE SOIL^OR ROCJK
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 BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
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
TD-2
" 3 Ill 21 11 1
a1
1
WATER
2500 P.S.I.
M.J. GATE VALVE
L�L`L9
CONCRETE 8 ZZx 2' BEARING AREA.
THRUST BLOCK:,d
d
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL.
SIZE
OF
CU-YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" 4C 6"
45
2.00
2.25
ZOO
0.15
2A0
2.25
2.50
0.15
22 1 /2
1.50
2.00
2.52
0.10
111/4
1.50
2.00
2.50
0.10
9
3.66
3.16
3.21
0.48
45
2.66
2.66
2.77
0.200
8"
221/2
1,66
2.16
2.69
0.13
3.16
2.21
2-66
0.32
111/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
1W & 12'
45
3,33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1 1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
FIG W-3
1' COMPRESSION X 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
DUAL SERVICE
-1' TYPE 'K'
SOFT COPPER
SINGLE SERVICE
ro
FOR USE AL ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGADON SERMCES
TEE
2'
\ R
' COMPRESSION • 3/e MALE PIPE COUPUNG
OR APPROVED EQUAL
FOR USE AL DETACHED SINGLE FAMILY
METER IS L SERVICE WHERE AN IRRIGATION
METER IS NOT PROWDED.
CAST IRON UD
FINISHED GRADE
W' MIN.
CcPPERSETTER
1/8 BEND COUPUNG�
pS,
METER
CORPORATION STOP
Y�*,y,NT4',:.�M `,-` BRIM AS
NECESSARY
SAND OR DUST UNDER
:i.'r"rnx'•`�_,-a.n. ..'4+y
BOX AND SI:T1FR (2-INCH
MINIMUM 1HICNNE55)
:. yea: H;� .,•�;rG'� iy..+ VOOT SPEC. 203, NO. 57
AGGREGATE
.'S.`..^;.u'=r..4'?i:_-+i:.'aK•,.c`i
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
2) NO SWEATED FITTINGS.
3) LATERALS INSTALLED WITHIN EXISTING. OR PROPOSED, WOT
LLED RIGHT-OF-WAY SHALL BE INSTAIN A 2-INCH PVC SDR-21
OR HOPE DR11 CASING PIPE
TYPICAL SERVICE
LATERAL INSTALLATION
(3/4"
& 1" METERS)
NTS
FIG. W-6A
1D-10
Il;0_ Illl01i1J-
I1 8" ELEVATION
UNDISTURBED EART
SECTION
NOTE:
1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY.
2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS
LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY.
GROSS ANCHOR RESTRAINTS FOR VALVES
NIS
Fig. W-3C
TO-6
METER SIZE
DIMENSION
C
1/2'
"IND
3'8'
2'3-
4'
GREATER
THAN 4'
PROPOSALS WILL BE SUBMITTED.
B
DOOR HINGES
r----- ---- -----
I I
I I
I I
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
(NITS.
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
24' X 36-
1LUMINUIM ACCESS
LATCH
FINISHED GRADE
ITi=f ff=T1 �I
=T7 =1TI=-fir =T1 r=1Tl=-f ff=
<
TRENCH
REDUCER
ea
2500 P.S.I. CONCRETE THRUST BLOCK
----------------
UNDISTURBED SOIL
t--
E'g
- - - - - - - - - - - - - -
MN
PROFILE VIEW
UNDISTURBED SOIL - EDGE • 24' MN
---- OF TRENCH ------- -`A-----
----------
/REDUCER Ir MN
e. �•
2500 P.S.I. CONCRETE THRUST BLOCK, ' 8" MN
- - - - - - - - - - - - - - -� -- - - - - - - - - - -
---
UNDISTURBED SOIL - EDGE °
OF TRENCH • ' 24" MN
NOTES: PLAN VIEW
• NOT TO SCALE
• NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE
PLASTIC SHEETING AS PROTECTION FOR BOLTS.
• 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF
TRENCH, OR AS APPROVED BY THE ACSA.
• 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE
ACSA.
• CERTIFICATION OF 95X COMPACTION REQUIRED IN TRENCH.
• THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF
ALL THRUST BLOCKS.
NTS
FIG. W-3D
TD-7
J
WO
4
�z
w
w
wW
D_
W J
Z
Ld
_
~
o
LIM
p W
Lj
N
z
>_ K
CURB
-
W U
m o
O
I
N
W
p O
7
2
� J
z
O
(U
V
z
i F:
N
.Z-,
a0 N C3
Q
J
Q
Z
u'Oi
R
U LO d
Q
aLd
a
o
w
Cn
0,
p
L
4 N [D
z Q
d
?
-
00'>� o
mi
za
o�
LLJWQ
JW
m
N
J
wi
T W (5�3
N0
O
O
p d LJ
Q� Z4
k1J
n
m
m Q W
N LL
p`p
J W
UN
o
U z F
W Q
N
0 ¢
� LLJ z
Y B% Ta W
V)
aJ
m¢ ¢
a
J
Q
Nz
w
oX EWiI
�ww
DITCH
wrn
I Z U
aZ
ao
zW N Da J
_U
UJ
Z�
KW
F� Z __12
WW U
yW,
H
FN
N
J<
LD
_0 Z Ofz_
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____
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U 0_
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LL>
U
W w
Hm
aW
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U cli
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0
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TD-21
GLAV
ARCHITECTURL
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804) 956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PROJECT NUMBER
GB:HA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: ACO APPROVED BY: MNM
REVISIONS
2/7/23 INITIAL SITE PLAN
SHEET TITLE
CONSTRUCTION
DETAILS
SHEET NUMBER
C595
1 2
L
3
5
E
C
A
3
0
Fa
711
C
a
/i
/
i
/
/ STABLE
� Qs
GOLF
PARKING
\� EX. TREE TYP. \ \ \ \ \
10 0
O \
TENT LOCATION
(NORTH) 1 ••
DROP-OFF O / 45' X 75' \
l
,*
NW OUTBUILDING -
//-Q
(RESTROOM)�� A�� -
SWOUTBUILDING / \T� �~� FORMA ENTAIL \O •P
(RESTROOM) I A ��. i �.
MECH. EQUIP. YARD
\ /
3 't
WOOD FENCE
L3.02 \ L J \ ACCESSIBLE
ENTRANCE
NE OUTBUILDING
7§` v (GUEST ROOM)
REINFORCED TURF GRANITE WHEEL STOP
TURNAROUND L3,0D A MANSION TOWER (NO ACCESS)
1
• **+ '`0
o° ❑
7777
oA000 I 01
ADDITION
'•� KITCHEN
ACCESS _ x + * * * : ••
* DROP-OFF
•
/ *+
SE OUTBUILDING
OUTBUILDING _ =
(SERVICE) PROPOSEb JyV
O_w
D >< EX. GRAVEL 1. l - �'�,�:.; �,� :• I l /l /� J * * + A� RIVE
PATH /
EAST � �� v v x j
GARDEN v +/ � �• /* / � / *
/ +
TENT LOCATION VEHICULAR 1
/* PAVERS /*l /
+*/ / (SOUTH) / L3.00 + / / J EX. SCULPTURE
45' X 75' /;` // TYP.
+
SOUTH��
LAWN
_ iBACKLESS �\
\ \ AL fs I BENCHES IN
EAST GARDEN '� \
\ ��oQ A \ •/ -+* J / TYP. +* O
EX.
JlI �C BOXWOOD
HEDGEv
* �1
TENT LOCATION / +
x
CD(EAST) + J
EX NE VVAV O � ** O _
I
\ v DRNE V v L 1
f
\ EX. HEDGE
r A `SB p
\ . \ DI ' ..STONE
\ \ \ CO ® QUARTERS f '' * x x \\ O / • )�
(GUEST **++
\ QUARTERS) * * + �--' v* * + / • /
'_T ®®® O PROPOSfO O/V C*++++***+ J
�( I
\ DF U E-AV
j
1 CONCRETE
L3.01) WHEEL STOP
10 GUEST PARKING
SPACES
N
36 EVENT PARKING
SPACES
Hardscape Legend
ASPHALT PATHWAY
(REFER TO CIVIL FO
MILL/OVERLAY LIMIT
BRICK PAVERS
°°oo°°00000°°
GRASSPAVE
lCRUSHER RUN
R
S)
X FENCE
® BENCH
COORDINATE LANDSCAPE DRAWINGS
WITH CIVIL DRAWINGS; NOTIFY ARCHITECT OF
ANY DISCREPANCIES
0 15 30 60 Feet
GLAVE�J
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
ooO'O O^,��
15:N
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB APPROVED BY: DCC
REVISIONS
NO DATE DESCRIPTION
SHEET TITLE
LAYOUT AND
MATERIALS PLAN -
MANSION AND
GROUNDS
SHEET NUMBER
L2.00
L
1
2
3
5
Lopyngnt tuts, Piave " "Dimes Arcmtecture. An ngnts reserved. inese
dravnngs may not be used in any manner nor reproduced in any form vnthout
prior consent from Gave ft Holmes Architecture.
Fa
0
600
590
-7
V Z�
+
595 011)
-0.
S
\Tb Aso
0�
0
00,
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j
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0
0
0 0/1
010
0
5?S
OD\
0 0
4 <\
570
j
0
0
0
0
f
1p
NEW CONNECTOR
DRIVE
7
EXISTING DRIVEWAY WIDENED
WITH PAVING OR REINFORCED
TURF TO ENABLE EMERGENCY
ACCESS
6 "\REPAIRED FOUNTAIN
__—) AND SURROUNDING
L3 01 GARDEN
Hardscape Legend
ASPHALT PATHWAY
(REFER TO CIVIL FO
MILL/OVERLAY LIMIT
R
S)
BRICK PAVERS
000000000000
GRASSPAVE
CRUSHER RUN
x — FENCE
® BENCH
COORDINATE LANDSCAPE DRAWINGS
WITH CIVIL DRAWINGS; NOTIFY ARCHITECT OF
ANY DISCREPANCIES
0
0 15 30 60 Feet
GLAVE�J
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandhoLmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mylkins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804) 956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 1 5th St
Richmond, VA 23219
T (804) 343-7100
W vhb.com
SEAL
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB APPROVED BY: DCC3
REVISIONS
NO. DATE DESCRIPTION
SHEET TITLE
LAYOUT AND
MATERIALS PLAN -
ENTRY DRIVE
SHEET NUMBER
L2*01
I
2
3
Ifl
5
-0mmint LULJ, Piave ot h0tones AnCiateCtore. Ali mints reserves. I neSe
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave Fit Holmes Architecture.
7
C
n
MECHANICAL YARD
WOOD FENCE
WOOD GATE
urcv,»rHve 80
0
o°o
°0000
000
0 0°0°0°0°
0 0 o`'c.: o`0 000000°0
0 0 o c- 0 0 0 000,00
00..
('o°o 0 000°0°0°0°0°0°0°0
0 0 0 0 0 0 0 0 0 0 0
o 0 0 0 0 0 0 0 0 0 0
> o oo o �o ,0 0 0 0 0
� 000000c
I Mir'
°0000°
3 \\
NORTHWEST
OUTBUILDING
TOWER TO REMAIN
84'
0
°i
TEMPORARY
EVENT TENT
n
CONCRETE
WHEEL STOP
TYP OF (10)
U�
i
Hardscape Legend
ASPHALT PATHWAY
(REFER TO CIVIL FO
MILL/OVERLAY LIMIT
BRICK PAVERS
GRASSPAVE
0000000000000
CRUSHER RUN
X FENCE
R
® BENCH
0 10 20 40 Feet
GLAVE
F�?
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
o�Lelo o�
1��
PROJECT NUMBER
G&HA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB APPROVED BY: DCG
REVISIONS
NO DATE DESCRIPTION
SHEET TITLE
LAYOUT AND
MATERIALS
PLAN -
ENLARGEMENT
SHEET NUMBER
L2.02
1
2
3
5
topyngnt tuts, blave t tmunes ArCmteCNre. All minis reserved. i nese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave 8 Holmes Architecture.
7
C
MITERED CORNER
PERIMETER SOLIDER COURSE
45° HERRINGBONE PATTERN
NOTES
PINE HALL FULL RANGE BRICK PAVER
OR APPROVED EQUAL
• CAN BE MORTARED OR SAND SET
• BRICK IMAGE SHOWN FOR
PATTERN ONLY; NOT
INSTALLATION METHOD
77 7
y {
v
HERRINGBONE PAVER PATTERN
NOTES
• PROVIDES REINFORCEMENT FOR
FIRE LANE EASEMENT
ISO ►►:1j1�1 1�Ij11 , : • •
►MNM �
�j►e�►ej►�Ij►e ►ej� �. . .
►MNM �
r4�r3.3rPLAN
I
SEE ENLARGEMENT BELOW
HYDROGROW MIX BELOW RING
1 RINGS FILLED WITH CONCRETE SAND
(CLEAN, SHARP SAND)
COMPACTED SANDY GRAVEL ROAD BASE
95% MODIFIED PROCTOR DENSITY
Q;o o .
o
I
COMPACTED SUBGRADE
SECTION
TOP OF GRASS ROOT MASS 6MM
(y4') ABOVE TOP OF RING
GRASSPAVE2 ATTACH WITH
SNAP -FIT FASTENERS
ROOT MASS TO FILL
-- ---
0 o 0 000::00 GRASSPAVE2
Q o QQ O O ° q ogAo O 12" COMPACTED GRAVEL
BASE COURSE
ENLARGEMENT
NOTE
1. GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE
ARCHITECT OR LANDSCAPE DESIGNER
5
PLANTING BED
1/8" X 4" STEEL EDGING WITH FLUSH
OVERLAP JOINT ASSEMBLY - COLOR: BROWN
FINISH GRADE
3/16" THICK X 15"
STEEL STAKE @ 32" O.C.
SECTION
1/8" X 4" BROWN STEEL EDGING
FLUSH OVERLAP FINISH GRADE OF ADJACENT SURFACE
ASSEMBLY 1/2" BELOW TOP OF EDGING
3/16" THICK STAKE X 15" LONG
@ 32" O.C.
STEEL EDGING
1 1/2" = 110"
3
0
PAVERS
SET EDGE PAVER IN MORTAR
SAND SWEEP JOINTS W/
POLYMERIC SAND
1" CONCRETE SAND SETTING BED PROVIDE FILL SLOPED
4" 21-B STONE BASE BACK TO EX. GRADE AT
MAXIMUM 5%SLOPE
DO NOT COMPACT SOIL
WITHIN DRIPLINE OF TREE EXISTING GRADE
FINISH GRADE
�a.
PAVERS OVER TREE ROOTS
CRUSHER RUN PAVING
EXTEND GRAVEL 6" PAST EDGE OF PAVERS
MINIMIZE DISTURBANCE TO EXISTING
ROOTS
6" (MIN.) #21 STONE
(BROWN CRUSHER RUN)
G EOTEXTI LE
FILTER FABRIC
COMPACTED
SUBGRADE
NOTES
• FOR MECHANICAL YARD
• STEEL EDGE BORDER
• INSTALLED WITH GEOTEXTILE
BARRIER
1 1/2" = 1'-0"
NOTES
• AT EXISTING SPECIMEN TREES,
PATHS SHOULD BE CONSTRUCTED
ON TOP OF EXISTING GRADE TO
PROTECT TREE ROOTS
4X8 PAVERS
SET EDGE PAVER IN MORTAR
SAND SWEEP JOINTS W/
POLYMERIC SAND
FINISH GRADE
I-1�III v
EXTEND GRAVEL 6" PAST EDGE OF PAVERS
1" CONCRETE SAND SETTING BED
4" 21-B STONE BASE
COMPACTED SUBGRADE
-, SAND SET PAVERS
n
y 1 1/2" = V-0"
80MM VEHICULAR RATED
PAVERS
1" SAND SETTING BED
8" CONC. BASE - 4000 PSI @28 DAYS
W/#4 REBAR @ 6" O.C. EA. WAY - 3"
d
e
e
1" WEEP HOLES - 6' O.C. OR AT LOW SPOTS -
FILLED WITH FINE AGGREGATE, COVERED WITH
FILTER FABRIC
8" VDOT #57 STONE
COMPACTED SUBGRADE TO 95%
GLAVE�J
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
�VO
PROJECT NUMBER
G£tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB APPROVED BY: DCC
REVISIONS
NO DATE DESCRIPTION
SHEET TITLE
DETAILS 1
SHEET NUMBER
L3*00
7
GRASSPAVE
1
N.T.S.
2
3
VEHICULAR PAVERS
IU
5
topyngnt tuts, bmve anoimes Arcmtecture. ur ngnts reserved. i nese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave 8 Holmes Amhitecture.
7
C
1
in
SIDEWALK (UNLESS
OTHERWISE NOTED ON PLANS) —
CONCRETE WHEEL STOP
BENCHES WITH BACK
#5 REBAR - 18" MIN. LENGTH (TYP.)
N.T.S.
NOTES
• MANUFACTURER: COUNTRY
CASUALTEAK
• WINDERMERE 5FT BENCH
• FINISH: NONE
• QTY: 10
• TEAK
• AGES TO SILVER/GRAY
• ANCHORED TO PAVEMENT
N.T.S.
I
OIC
2 #4X5'9"
STRIPING (TYP)
BACKLESS BENCH
NOTES
• CITY:46
• ADD ALTERNATE - PRICE ALL
WHEEL STOPS AS GRANITE
NOTES
• MANUFACTURER: COUNTRY
CASUALTEAK
• WINDERMERE 5FT BACKLESS
BENCH
• FINISH: NONE
• QTY:8
• TEAK
• AGES TO SILVER/GRAY
• ANCHORED TO PAVEMENT
N.T.S.
2
ADD ALTERNATE
PRICE ALL WHEEL STOPS AS GRANITE
GRANITE WHEEL STOP
AREA DRAIN GRATE
NOTES
• QTY:3
N.T.S.
NOTES
• EXISTING HISTORIC FOUNTAIN TO
BE REPAIRED AND REINSTALLED
Sri
LW .
,..... -. ._. _ _ W-Now
-woo
NOTES F
; ) _..,......
• QTY.4
;>•rEg • NDS 9" BRASS DRAIN GRATE
N.T.S.
C6
HISTORIC FOUNTAIN
N.T.S.
GLAVE�J
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
elo 1�lw
�Vo
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB APPROVED BY: DCG
REVISIONS
NO. DATE DESCRIPTION
SHEET TITLE
DETAILS 2
SHEET NUMBER
L3*01
1
2
3
5
topyngnt tuts, blave t tmunes ArCmteC[nre. All minis reserveo. i nese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave & Holmes Architecture.
E
•J
C
STAGGERED RUNNING BOND
PATTERN ON BRICK CAP - NO
OVERHANG
COMMON BOND BRICK PATTERN TO
MATCH ARCHITECTURE
EA. SIDE OF 4" CMU CORE GROUTED
SOLID
(4) #4 REBAR W/'U FOOT
FINISH GRADE
SEE LAYOUT PLANS FOR
PAVING CONDITION
GALV. HORIZ. LADDER TYP.
WALL TIES @16" O.C.
CONCRETE FOOTING -
3,000 PSI
TOP - (2) #4 REBAR
CONTINUOUS
BOTTOM - #4 REBAR @18"
O.C.
COMPACTED SUBGRADE 3" CLEAR
TO TYP,
95% PROCTOR
DENSITY
C%TCP') C'C!'%TIlIAI
BEYOND
CHEEK WALL BEYOND
WITH COMMON BOND
36" HIGH STEEL HANDRAIL
BRICK PATTERN TO
MATCH ARCHITECTURE
1'-
q
rw'
" VARIES (SEE PLAN)
I
I
1'
TYP.
1" OVERHANG
STEPS BEYOND TYP.*
q
1 1/2" SQ. RAILING POST
CORE DRILL SECURE
PREFORMED AND WITH HYDRAULIC CEMENT
CAULKED
EXPANSION JOINT
~ ---
LJ d d
S OPE
TO D IN
n o I
a• a
Ar ,e L
G
�.
CLE
—III TYP.
1. e G
Fi
IP
I11=
.7 III
—I I
SEE PLAN FOR PAVING I I I I I I a d
a
CONDITION
illl III... a
PREFORMED & CAULKED EXPANSION _
JOINT
COMPACTED SUBGRADE TO
95% PROCTOR DENSITY=III I I
SUBGRADE
18" DIA.
FENCE ELEVATION / SECTION
cfAvc AA=0o rnr.r nrn
BRICK RETAINING WALL
TW 584.5
A
583.71 r BASEMENT
-- ------ — — — ---- I FFE 582.71
22'-5$" @ 4.5%
..1 WEST RAMP ILLUSTRATIVE SECTION
A
`SEE PLAN FOR PAVING
CONDITION
4" MIN. VDOT #57 STONE
PREFORMED & CAULKED
EXPANSION JOINT
BRICK TREAD LAID FLAT
1" MORTAR SETTING BED
#4 REBAR @ 12" O/C EA. WAY
ADA COMPLIANT BEVELED
BRICK TREAD
HEAVY DUTY SLIDE BOLT LATCH
2X6 WOOD FRAME ATTACHED TO STEEL
ANGLEFRAME
HEAVY DUTY GATE HINGE (3 PER DOOR)
4" X 4" X 5/16 GALV.
H.S.S. COLUMN TYP.
(PAINTED)
2 x 4 WOOD BRACING
@ EACH GATE
HEAVY DUTY CANE BOLT
CONC. FOOTING
WOOD PANELS (SEE ENCLOSURE WALL SECTION - PER THIS SHEET)
..1 GATE ELEVATION / SECTION
L
6 WESTERN RED
.DAR POST TYP.
X6 WESTERN
D CEDAR
NCE PALES —
WOOD
iT BEYOND
WOOD
LS W/
/ELED TOP
4
it
W.
III; I'
NOTES:
1. ALL WOOD TO BE 'SAWN'
WESTERN RED CEDAR.
2. ALL FASTENERS TO BE
GALVANIZED SCREWS
p 3. FENCE PAINTED BLACK TO
MATCH MANSION TRELLIS
VDOT #57 STONE
'_]__�
COMPACTED
18" DIA. SUBGRADE
EAST RAMP ILLUSTRATIVE SECTION
1/4" = 1'-U,
n
25'-91L" @ 8.3%
2 x 6 WD. CAP
CONT. 2 x 3 x 114 STEEL
ANGLE FRAME @
PERIMETER OF GATE—
DECORATIVE 2 x 6
WOOD CAP (BEYOND)
H.S.S. BEYOND
(PAINTED)
CONTINUOUS 2 x 6
WOOD GATE -BRACING
OUTSIDE
N 'n
1 x 6 WD. PICKETS (1/4"
GAP B/T EACH.)
PAINTED - GALVANIZED
4 x 4 x 1/4 H.S.S. (BEYOND)
CONT. 2 x 6 P.T. WD. BLK'G
FINISH GRADE
INSIDE
3/4" = 1'-0"
GLAV
E�
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757)499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
ooOlO O^���
PROJECT NUMBER
G&HA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB APPROVED BY: DCG
REVISIONS
NO. DATE DESCRIPTION
SHEET TITLE
DETAILS 3
SHEET NUMBER
L3*02
topyngnt tuts, Move t tmunes Arcmteaure. ar ngnts reserved. i nese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave & Holmes Architecture.
2
3
12
5
r-
E
9
C
i
1
3
FENCE ILLUSTRATIVE - LOOKING SOUTH
FENCE ILLUSTRATIVE - LOOKING EAST
1/4" = 1'-01,
1/4" = 1'-01,
E
FENCE ILLUSTRATIVE - LOOKING NORTH
1/4" = 1'-01.
GLAVErJ
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757)499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
�oOID
ivo���
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB
REVISIONS
APPROVED BY: DCG
NO. DATE DESCRIPTION
SHEET TITLE
DETAILS 4
SHEET NUMBER
L3*03
2
3
12
5
topyngnt tuts, blave t tmones ArCmteC[nre. All minis reserveo. i nese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave it Holmes Architecture.
E�
A
7
C
MECHANICAL
YARD
j/
\
�00000
0 0 0
/b°o°o°o°o
�T
0 0 0 0 0 0 0
0 0 0 0 0 0 0
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 0
0 0 0
,tea°vim
0 0 0
0 0 0
0 0 0
Sao 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
000000000°0
Co
`-00000000
\°°°°
*EX. CATALPA
/
0DO0
°
�o
PROPOSED
CANOPY TREE
TYP.
PROPOSED
7 GAL. SHRUB
TYP.
EX. ASH
7 GAL.
DECIDUOUS
SHRUB TYP.
I —
�F OB
I I
I I
I I
I
- -.—EX. SYCP
#,EX. ASH
*EX. UNC 0
D
Hardscape Legend
EX. *
ASPHALT PATHWAY
PROPOSED (REFER TO CIVIL FOR
SMALL EVERGREEN MILUOVERLAY LIMITS)
TREE TYP.
;ONO � �• PROPOSED j BRICK PAVERS
UNDTYP. TORY
�• TYP.
7 GAL.
DECIDUOUS
SHRUB TYP.
*EX. UNC
ft Co
GRASSPAVE
LARGE EVERGREEN TYP.,,;;,,,,,,,,,,,,,,,,,,,,,,,;;;,,.,,;:? CRUSHER RUN
X FENCE
PROPOSED
CANOPYTREE BENCH
TYP.
PROPOSED
7 GAL. SHRUB
TYP.
Planting Legend
O
O
O
3 GALLON SHRUB
7 GALLON DECIDUOUS
7 GALLON EVERGREEN
B&B DECIDUOUS
B&B EVERGREEN
PROPOSED EVERGREEN TREE
PROPOSED UNDERSTORY TREE
PROPOSED CANOPY TREE
EXISTING TREE
PERENNIALS/SEASONAL COLOR
NOTE:
1. TREES MARKED WITH ASTERISK HAVE NOT BEEN SURVEYED.
LOCATION BASED ON FIELD NOTES AND MAY VARY FROM
LOCATIONS SHOWN ON PLAN
2. TREES MARKED'EX. UNCARE BASED ON SURVEY AND OTHER
DRAWINGS BUT HAVE NOT BEEN CONFIRMED.
3. ADDITIONAL EXISTING TREES MAY BE BE PRESENT BUT NOT
SHOWN ON THIS PLAN.
0 10 20 40 Feet
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757)499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
I1w
ooOlO
ivo
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RIB APPROVED BY: DCG
REVISIONS
NO. DATE DESCRIPTION
SHEET TITLE
PLANTING
PLAN SOUTH
SHEET NUMBER
L4*00
topyngnt tuts, blave t tmunes ArCmteC[nre. All minis reserveo. i nese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave it Holmes Architecture.
2
3
12
5
r-
E
7
C
l
�
I
`\
*EX. UNC
TYP.
I 1 \ \ \ \ \ \ 60
I --•-- �\\_ C� L_ 5��� \` --.!EX-ASH .LPROPOSE\
IZ
Hardscape Legend
ASPHALT PATHWAY
(REFER TO CIVIL FO
R
MILL/OVERLAY LIMITS)
BRICK PAVERS
°oo°°°oo°°000
GRASSPAVE
CRUSHER RUN
X FENCE
BENCH
Planting Legend
O
O
3 GALLON SHRUB
7 GALLON DECIDUOUS
7 GALLON EVERGREEN
B&B DECIDUOUS
B&B EVERGREEN
PROPOSED EVERGREEN TREE
PROPOSED UNDERSTORY TREE
PROPOSED CANOPY TREE
EXISTING TREE
PERENNIALS/SEASONAL COLOR
NOTE:
1. TREES MARKED WITH ASTERISK HAVE NOT BEEN SURVEYED.
LOCATION BASED ON FIELD NOTES AND MAY VARY FROM
LOCATIONS SHOWN ON PLAN
2. TREES MARKED'EX. UNCARE BASED ON SURVEY AND OTHER
DRAWINGS BUT HAVE NOT BEEN CONFIRMED.
3. ADDITIONAL EXISTING TREES MAY BE BE PRESENT BUT NOT
SHOWN ON THIS PLAN.
GLAVE�J
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
oelo 1 ��
PROJECT NUMBER
G£tHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB APPROVED BY: DCC
REVISIONS
NO DATE DESCRIPTION
SHEET TITLE
PLANTING
PLAN NORTH
SHEET NUMBER
L4*01
1
2
3
M
0 10 20 40 Feet
5
-opymgnt tuts, Piave n nmmes Arcmtecture. Au mints reserves. Inese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glove It Holmes Architecture.
F1
7
C
i
PLANTING DETAILS
PLAN
LINE OF STAKES
TO BE PARALLEL
TO WALK OR
ROAD
4" PERF. 0
Fri
CORRUGATED
PLASTIC PIPE
WITH CAP FLUSH
WITH MULCH
EQUAL
EQUAL 1- EQUAL
DECIDUOUS TREE STAKING DETAIL
PLAN
TREES 8'+ TREES 6-8'
NO STAKING
REQUIRED
TREES UNDER 6'
0
4" — PERFORATED
CORRUGATED
PLASTIC PIPE WITH
CAP FLUSH WITH
MULCH
EQUAL 1- EQUAL
E
EQUAL
EVERGREEN TREE STAKING DETAIL
1/2" RUBBER HOSE
- NEW, 12" IN LENGTH
NO. 12 Ga GALVANIZED WIRE
GUYS
HARDWOOD STAKES 2x2x8'
LONG TO BE INSTALLED
OUTSIDE OF ROOTBALL
3" LAYER OF SHREDDED
HARDWOOD MULCH
-MOUNDED AT EDGE TO FORM A
SHALLOW SAUCER
TOP OF ROOTBALL TO BE AT OR
SLIGHTLY ABOVE GRADE
-1 OR 2 INCHES MAX.
BACKFILL PLANTING PIT WITH
NATIVE SOIL
- WHEN IN HEAVY CLAY, MIX
GOOD QUALITY TOPSOIL WITH
NATIVE SOIL
CUT AND REMOVE BURLAP
FROM TOP HALF OF ROOTBALL
-REMOVE ALL TWINE AND ROPE
AROUND TRUNK AND TOP OF
ROOTBALL
EXCAVATE PLANTING PIT TO A
DEPTH EQUAL TO THE DEPTH
OF THE ROOTBALL
- TAPER EDGE OF PLANTING PIT
TO GRADE AS INDICATED
CUT AND REMOVE THE TOP
HALF OF ANY WIRE BASKETS OR
SPLIT THE BASKET DOWN THE
MIDDLE AND FOLD ONTO THE
BOTTOM OF THE PLANTING PIT
NOT TO SCALE
1/2" RUBBER HOSE- NEW
-12" LONG MIN.
NO. 12 GAUGE GALVANIZED
WIRE GUYS
HARDWOOD STAKES 2x2x8'
LONG TO BE INSTALLED
OUTSIDE OF ROOTBALL
3" LAYER OF SHREDDED
HARDWOOD MULCH MOUNDED
AT EDGE TO FORM A SHALLOW
SAUCER
TOP OF ROOTBALL TO BE AT
OR SLIGHTLY ABOVE GRADE
-1 OR 2 INCHES MAXIMUM
CUT AND REMOVE BURLAP
FROM TOP HALF OF ROOTBALL
-REMOVE ALL TWINE AND ROPE
AROUND TRUNK AND TOP OF
ROOTBALL
BACKFILL PLANTING PIT WITH
NATIVE SOIL
-EXCEPT IN AREAS OF HEAVY
CLAY, ADD GOOD QUALITY
TOPSOIL TO NATIVE SOIL
EXCAVATE PLANTING PIT TO A
DEPTH EQUAL TO THE DEPTH OF
THE ROOTBALL
-TAPER EDGE OF PLANTING PIT
TO GRADE AS INDICATED
CUT AND REMOVE THE TOP
HALF OF ANY WIRE BASKETS OR
SPLIT THE BASKET DOWN THE
MIDDLE AND FOLD ONTO THE
BOTTOM OF THE PLANTING PIT.
— PLACE ROOTBALL ON
UNDISTURBED SOIL
NOT TO SCALE
UNLESS OTHERWISE NOTED,
PLANT UP TO EXISTING DRIP LINE
OF ADJACENT SHRUBS
EDGE OF PLANTING BED
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS AND TREES
STAGGER SPACING WHERE
POSSIBLE
EDGE OF BUILDING OR WALK
2" LAYER OF SHREDDED
HARDWOOD MULCH
ALL PLANTS SHALL INSTALLED SO
THAT TOP OF ROOT IS AT SAME
GRADE AS ORIGINALLY GROWN
TILL ALL PLANT BEDS TO A DEPTH
OF 12 INCHES AND BACKFILL WITH
NATIVE SOIL
-IN AREAS WITH HEAVY CLAY OR
ROCKY SOILS, AMEND WITH GOOD
QUALITY LOCAL TOPSOIL
-SEE SPECIFICATIONS
GROUNDCOVER PLANTING BED DETAIL
1W
no( F
NOT TO SCALE
MULTI -STEM TREE PLANTING DETAIL
SHRUB PLANTING DETAIL
FLOWER BED PLANTING DETAIL
TREE FORM PLANT MATERIAL
TO HAVE FULL SHAPE AS
SHOWN IN DETAIL
MULTI STEMMED TREES TO
HAVE 3-5 TRUNKS OF SIMILAR
SIZE
TOP OF ROOTBALL TO BE AT
OR SLIGHTLY ABOVE GRADE
-1 OR 2 INCHES MAX.
3" LAYER OF SHREDDED
HARDWOOD MULCH
-MOUNDED AT EDGE TO
FORM A SHALLOW SAUCER
CUT AND REMOVE BURLAP
FROM TOP HALF OF
ROOTBALL
-REMOVE ALL TWINE AND
ROPE AROUND TRUNK AND
TOP OF ROOTBALL
CUT AND REMOVE THE TOP
HALF OF ANY WIRE BASKETS
OR SPLIT THE BASKET DOWN
THE MIDDLE AND FOLD ONTO
THE BOTTOM OF THE
PLANTING PIT
EXCAVATE PLANTING PIT TO
A DEPTH EQUAL TO THE
DEPTH OF THE ROOTBALL
- TAPER EDGE OF PLANTING
PIT TO GRADE AS INDICATED
BACKFILL PLANTING PIT WITH
NATIVE SOIL
-WHEN IN HEAVY CLAY, MIX
GOOD QUALITY TOPSOIL
WITH NATIVE SOIL
NOT TO SCALE
ALL PLANTS TO BE INSTALLED
SO THAT THE TOP OF THE
ROOTBALL IS AT THE SAME
GRADE AS ORIGINALLY GROWN
OR 1 OR 2 INCHES ABOVE
3" LAYER OF SHREDDED
HARDWOOD MULCH
BACKFILL PLANTING BED WITH
NATIVE SOIL EXCEPT IN AREAS
WITH HEAVY CLAY, EXCESSIVE
ROCKS OR CONSTRUCTION
DEBRIS BACKFILL WITH LOCAL
TOPSOIL
REMOVE CONTAINER FROM
ROOT BALL. GENTLY
FINGER -LOOSEN ROOT BALL
BEFORE PLANTING.
TILL PLANTING BED TO A
DEPTH OF 12 INCHES
THROUGHOUT.
USE HAND TOOLS WITHIN THE
DESIGNATED TREE DRIPLINES.
NOT TO SCALE
EDGE OF PLANTING BED
STAGGERED PLANT SPACING
EDGE OF BUILDING OR WALK
1" LAYER OF SHREDDED
HARDWOOD MULCH
ALL PLANTS SHALL INSTALLED SO
THAT TOP OF ROOT IS AT SAME
GRADE AS ORIGINALLY GROWN
ADD 6" OF NEW TOPSOIL IN
ADDITION TO THE 6" TILLED BASE
FOR A 12" TOTAL DEPTH
TILL ALL PLANT BEDS TO A DEPTH
OF 6 INCHES AND BACKFILL WITH
NATIVE SOIL
-IN AREAS WITH HEAVY CLAY OR
ROCKY SOILS AMEND WITH GOOD
QUALITY LOCAL TOPSOIL
- SEE SPECIFICATIONS
NOT TO SCALE
PLANT MATERIAL SCHEDULE
QUANTITY
BOTANICAL NAME
COMMON NAME
SPACING
CALIPER
I HEIGHT
ROOT TYPE
DETAIL
REMARKS
18 CANOPY TREES
ACER RUBRUM
RED MAPLE
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
ACER SACCHARUM
SUGAR MAPLE
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
CARYA OVATA
SHAGBARK HICKORY
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
NYSSA SYLVATICA
BLACK GUM
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
QUERCUS BICOLOR
SWAMP WHITE OAK
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
QUERCUS COCCINEA
SARLET OAK
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
QUERCUS FALCATA
SPANISH OAK
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
QUERCUS LYRATA
OVERCUP OAK
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
QUERCUS PHELLOS
WILLOW OAK
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
QUERCUS SHUMARDII
SHUMARD OAK
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
TILIA AMERICANA
BASSWOOD
AS SHOWN
3"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
16 UNDERSTORY TREES
AESCULUS FLAVA
YELLOW BUCKEYE
AS SHOWN
2.5"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
AMELANCHIER ARBOREA
SERVICEBERRY
AS SHOWN
2.5"
8-10' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
CERCIS CANADENSIS
EASTERN REDBUD
AS SHOWN
2.5"
8-10' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
CORNUS FLORIDA
FLOWERING DOGWOOD
AS SHOWN
2.5"
8-10' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
AS SHOWN
10-12' HT.
B&B
B
3 STEMS, MATCHED
PRUNUS SUBHIRTELLA VAR. AUTUMNALIS
AUTUMN CHERRY
AS SHOWN
2.5"
12-14' HT.
B&B
A
SPECIMEN QUALITY, MATCHED
VIBURNUM PRUNIFOLIUM
BLACKHAW VIBURNUM
AS SHOWN
8-10' HT.
B&B
B
3 STEMS, MATCHED
16 LARGE EVERGREEN TREE
ILEX OPACA
AMERICAN HOLLY
AS SHOWN
8-10' HT.
B&B
C
SPECIMEN QUALITY, MATCHED
JUNIPERUS VIRGINIANA
EASTERN RED CEDAR
AS SHOWN
12-14' HT.
B&B
C
SPECIMEN QUALITY, MATCHED
MAGNOLIA GRANDIFLORA
SOUTHERN MAGNOLIA
AS SHOWN
2.5"
12-14' HT.
B&B
C
SPECIMEN QUALITY, MATCHED
PINUS STROBUS
WHITE PINE
AS SHOWN
12-14' HT.
B&B
C
SPECIMEN QUALITY, MATCHED
THUJA OCCIDENTALIS
COMMON ARBORVITAE
AS SHOWN
8-10' HT.
B&B
C
SPECIMEN QUALITY, MATCHED
49 B&B EVERGREEN SHRUB
BUXUS SEMPERVIRENS
AMERICAN BOXWOOD
AS SHOWN
4' HT.
B&B
D
CAMELLIA JAPONICA
JAPANESE CAMELLIA
AS SHOWN
6-8'
B&B
D
12 B&B DECIDUOUS SHRUB
HYDRANGEA PANICULATA
PEEGEE HYDRANGEA
AS SHOWN
MIN. 48"
B&B
D
HYDRANGEA QUERCIFOLIA
OAKLEAF HYDRANGEA
AS SHOWN
MIN. 48"
B&B
D
LINDERA BENZOIN
SPICEBUSH
I AS SHOWN
MIN. 48"
1 B&B
D
82 7 GALLON SHRUB
PAEONIA SUFFRUTICOSA
TREE PEONY
AS SHOWN
MIN. 18"
CONT.
D
RHODODENDRON CALENDULACEUM
FALME AZALEA
AS SHOWN
MIN. 18"
CONT.
D
RHODODENDRON CATAWBIENSE
CATAWBA RHODODENDRON
AS SHOWN
MIN. 18"
CONT.
D
RHUS AROMATICA
FRAGRANT SUMAC
AS SHOWN
MIN. 18"
CONT.
D
HYDRANGEA MACROPHYLLA
BLUE HYDRANGEA
AS SHOWN
MIN. 24"
CONT.
D
394 3 GALLON SHRUB
BUXUS MICROPHYLLA
LITTLE LEAF BOXWOOD
AS SHOWN
MIN. 24"
CONT.
D
CLETHRA ALNIFOLIA
DWARF CLETHRA
AS SHOWN
MIN. 24"
CONT.
D
FOTHERGILLA GARDENII
DWARF FOTHERGILLA
AS SHOWN
MIN. 24"
CONT.
D
ILEX GLABRA
INKBERRY
AS SHOWN
MIN. 21"
CONT.
D
ITEA VIRGINICA'LITTLE HENRY'
LITTLE HENRY SWEETSPIRE
AS SHOWN
MIN. 21"
CONT.
D
PAEONIA LACTIFLORA
CHINESE PEONY
AS SHOWN
MIN. 18"
CONT.
D
RHODODENDRON PERICLYMENOIDES
PINXTERBLOOM AZALEA
AS SHOWN
MIN. 18"
CONT.
D
ROSA'LEDA'
LEDA DAMASK ROSE
AS SHOWN
MIN. 24"
CONT.
D
SYRINGA VULGARIS
COMMON LILAC
AS SHOWN
MIN. 18"
CONT.
D
2,036 PERENNIALS
AMSONIA TABERNAEMONTANA
BLUESTAR
AS SHOWN
1 GAL.
CONT.
E
ARTMESIAABSINTHIUM
WORMWOOD
ASSHOWN
1 GAL.
CONT.
E
BAPTISIA AUSTRALIS
BLUE FALSE INDIGO
AS SHOWN
1 GAL.
CONT.
E
ECHINACEA PURPUREA
CONEFLOWER
AS SHOWN
1 GAL.
CONT.
E
IRIS GERMANICA
BEARDED IRIS
AS SHOWN
1 GAL.
CONT.
E
PANICUM VIRGATUM
SWITCHGRASS
AS SHOWN
1 GAL.
CONT.
E
PHLOX PANICULATA
GARDEN PHLOX
AS SHOWN
1 GAL.
CONT.
E
RUDBECKIA FULGIDA
BLACK-EYED SUSAN
AS SHOWN
MIN. 15"
CONT.
E
SYMPHYOTRICHUM NOVI-ANGLIAE
NEW ENGLAND ASTER
AS SHOWN
1 GAL.
CONT.
E
1,500 BULBS
NARCISSUS POETICUS
POET'S NARCISSUS
AS SHOWN
BULB
E
LARGE BULBS
NARCISSUS INCOMPARABILIS VAR. PLENUS
BUTTER AND EGGS
AS SHOWN
BULB
E
LARGE BULBS
LILIUM CANDIDUM
MADONNA LILY
ASSHOWN1
I BULB
I
I E
I LARGE BULBS
PLANTING NOTES:
1. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SHOWN ON PLAN WITH TOTALS
IN PLANTING SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR
TO FINAL BIDDING. UNIT PRICES SHALL BE SUBMITTED AS PART OF FINAL BID.
2. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR TO BE IN A HEALTHY
GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL
BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED
THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS THAT DIE SHALL BE REPLACED
IMMEDIATELY.
3. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING
INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR
SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT COMPLETION OF
PLANTING INSTALLATION
4. CONTRACTOR RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO BEGINNING OF
CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A
MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT
IF ANY CONFLICTS OCCUR.
5. THE LANDSCAPE ARCHITECT IS THE OWNERS REPRESENTATIVE AND SHALL BE THE
APPROVING AUTHORITY FOR INFORMATION PROVIDED IN THESE PLANS AND
SPECIFICATIONS.
6. ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENITIES, PLANTING
SUPPLIES AND METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL.
REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE WITHOUT DELAY.
7. ALL PLANT MATERIALS AND PLANTING METHODS SHALL CONFORM TO A.A.N. STANDARDS.
8. CONTRACTOR SHALL LAYOUT AND MARK LOCATION FOR ALL PLANT MATERIAL, PLANTING,
AND IMPROVEMENTS SHOWN AND REQUEST IN FIELD APPROVAL FROM LANDSCAPE
ARCHITECT.
9. BEDS TO CONTAIN SHRUBS OR GROUND COVER SHALL BE TILLED TO A DEPTH OF 6" AND
THE SOIL CONDITIONED BY ADDING CLEAN, WELL ROTTED MANURE. IF EXISTING SOIL IS
CONSIDERED TO BE UNUSABLE BY OWNER, BEDS SHALL BE TREATED TO ELIMINATE
WEEDS AND WEED SEEDS.
10. ALL PLANTING BED AREAS SHALL BE COVERED WITH A 3" MINIMUM LAYER OF MEDIUM
TEXTURE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED.
11. ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE
LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER.
12. ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED
PLANTSMAN.
13. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SELECT PLANT MATERIALS IN THE
NURSERY.
14. FOR TREES BALLED IN WIRE BASKETS, CUT AND REMOVE TOP AND SIDES OF BASKET
AFTER INSTALLATION.
15. 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 A.A.N. STANDARDS. SEE AMERICAN STANDARD
FOR NURSERY STOCK, ANSI Z60.1-(CURRENT EDITION).
16. SOIL SHALL BE FREE OF ALL WEEDS.
17. PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY COUNTY INSPECTION FOR
COMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE COUNTY. CONTRACTOR
SHALL BE HELD RESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY
BY THE COUNTY RESULTING FROM UNATHORIZED SUBSTITUTIONS OR DOWNSIZING.
18. 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, AND SCHEDULE A FINAL INSPECTION FOR
ACCEPTANCE BY OWNER
19. THE ONE YEAR GUARANTEE PERIOD SHALL BEGIN UPON THE OWNER'S APPROVAL AND
ACCEPTANCE OF THE PLANTING INSTALLATION. THE OWNER SHALL ASSUME
RESPONSIBILITY FOR MAINTENANCE INCLUDING WATERING, WEEDING, PEST CONTROL,
AND FERTILIZATION.
20. CONTRACTOR SHALL REMOVE STAKING FROM TREES AT THE END OF THE ONE YEAR
WARRANTY PERIOD.
GLAVErJ
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757)499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB APPROVED BY: DCG
REVISIONS
NO. DATE DESCRIPTION
SHEET TITLE
PLANT
SCHEDULE
AND NOTES
SHEET NUMBER
L4*02
2
3
V
5
topyngnt tuts, blave t tmunes ArCmteCNre. All minis reserved. i nese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave & Holmes Architecture.
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PALETTE 2
SHEET NUMBER
BULBS L4*04
Lopyngnttuts, Utave n Hotmes Arcmtecture. Au ngntsresercea. tnese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave & Hotmes Architecture.
1 2 3 4 5
L L
LIGHTING LEGEND
7
C
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WALL MOUNTED WALKWAY
LIGHT
POLE -MOUNTED PATH LIGHT
FOR PLANTING BEDS
o BEACON POLE LIGHT
° (NARROW SPREAD)
BEACON POLE LIGHT
(WIDE SPREAD)
LuminBke Small
Symod
QIv
lanai
I.LF
tumnalm
L.
puwuFwCl
celcrI on
95
PATH LIGHT
L000
458
HEVI LITE
NEVI LITE-620
14
STEP LIGHT
1,000
24
B-K LIGHTING,
INC.
CM-LED-e72
O9
BEACON SLIDE TYPE 5W
1,000
10489
BEACON PRODUCTS
SLD-40L-1ID-4K7-51I
O9
BEACON SLIDE TYPE a
1,000
103 68
BEACON PRODUCTS
ISM-40L-4K9-3
Calculation Summary
Label
CalcType
L-11
Avg
Max
Min
Avg/Min
Max/bin
Parking
Illuminance
Fc
2.49
0.8
0.3
B23
22.67
P p a bg
LIGHTING VIRGINIA CENTRAL
40DG 2 Sonthlake Blvd
Richmond, VA 23236
Tel B04-379-7979
Ightingvirginia. corn
1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE
PERMISSION OF LIGHTING VIRGINIA CENTRAL ADAMS PARNELL, LLC.
2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER
AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR
DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS_
ANY SUBSTITUTION. MLIT RECEDE ENGINEER AND ARCHITECT APPROVAL REVIEW
COSTS, REWORKED PHOTOMETRIC LAYOUT, PICDLC'T SUBMITTALS AND A FULL SET
OF ITL REPORTS WILL DDLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM
MAKING A SUBSTITUTION AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY
APPLICABLE JURISDICTIONAL CODES
3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID
FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR
TO INSTALLATION CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION-
MOUNTING HEIGHT ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR
SPECIFIER RESPONSIBLE FOR THE PROJECT.
4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY
CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE
AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE
MAY AFFECT FIELD RESULTS.
5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE
RESPONSIBILITY OF THE OWNER AND/OR THE OWNERS REPRESENTATIVE_
8. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC
FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT
IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR
PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE.
M � � � � � � M
GLAVErJ
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703)849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757)499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
PROJECT NUMBER
GEtHA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RjB APPROVED BY: DCG
REVISIONS
NO. DATE DESCRIPTION
SHEET TITLE
LIGHTING PLAN
SHEET NUMBER
L7*00
1
2
3
F
5
0 15 30 60 Feet
Eopyngnt tuts, hove M Holmes Arcmtecture. All ngnts reserved. I Base
dravdngs may not be used in any manner nor reproduced in any form vdthout
prior consent from Glave it Holmes Amhitecture.
F-
E
•J
C
lei
in
/ i5 LIGHTING COLLABORATIVE
717 WATSON AVE
/I� CHA ALOTTESVILLE, VA 22901
•1}31.608,0590110fl(ey®i51[.ituAiU
1
3
POST LUMINAIRE
WALL LIGHT
BEACON SLIDE POLE FIXTURE
CURRENTLY INSTALLED AT OVA GOLF PRACTICE FACILITY
ORDERED FOR AND WILL BE INSTALLED AT BOAR'S HEAD INN PARKING
(15LC RECOMMENDS REPLACING AT INN WITH TREE LIGHTING OR NEW LIGHT 804)
SPECIFIED IN CURRENT DOCUMENTS FOR TENNIS/GOLF PARKING
NOT INTENDED FOR USE OUTSIDE THESE AREAS
NOTES
• BEACON SLIDE
• CITY: 9 TYPE 3 NARROW, 9 TYPE 5
WIDE
• MATERIAL: ALUMINUM
• BLACK MATTE TEXTURED FINISH
AREA LIGHTING - PARKING: GOLF/TENNIS AND INDOOR GOLF PRACTICE
BOAR'S HEAD INN AND BIRDWOOD EXTERIOR LIGHTING MASTER PLAN
FIXTURE FAMILIES: DESIGN PROPOSAL 10CT 30, 2018
I
N.T.S.
NOTES
• BK LIGHTING YACHT STAR
• QTY:14
• MATERIAL: ALUMINUM
• BLACK POWDER COAT FINISH
N.T.S.
PATH LIGHT
NOTES
• HEVI LITE MODEL HL-620
• CITY:75
• MATERIAL: ALUMINUM
• BLACK POWDER COAT FINISH
N.T.S.
GLAVE�J
HOLMES
ARCHITECTURE
2101 East Main Street
Richmond, Virginia 23223
T 804 649 9303 F 804 343 3378
W glaveandholmes.com
PROJECT TITLE
BIRDWOOD
MANSION
REHABILITATION
UVA Foundation
500 Birdwood Drive
Charlottesville, VA 22903
CONSULTANTS
CIVIL ENGINEER
Dewberry
4805 Lake Brook Drive
Glen Allen, VA 23060
T (703) 849-0100
W dewberry.com
STRUCTURAL ENGINEER
Lynch Mykins Structural Engineers
1519 Summit Ave, Suite 101
Richmond, VA 23230
T (804)956-2288
W lynchmykins.com
MEP ENGINEER
PACE Collaborative
1277 Perimeter Parkway
Virginia Beach, VA 23454
T (757) 499-7223
W pace-pme.com
LANDSCAPE ARCHITECT
VHB
115 South 15th St
Richmond, VA 23219
T (804)343-7100
W vhb.com
SEAL
�Vo
PROJECT NUMBER
G&HA#: 22078
DATE
FEBRUARY 7, 2023
DRAWN BY: RJB
REVISIONS
APPROVED BY: DCC
NO DATE DESCRIPTION
SHEET TITLE
LIGHT FIXTURES
SHEET NUMBER
L7*01
2
3
5
Lopyngnt tuts, suave a nolmes Architecture. Ali rants reservea. Inese
drawings may not be used in any manner nor reproduced in any form without
prior consent from Glave & Hotmes Architecture.