HomeMy WebLinkAboutARB201800006 Plan - Approved Minor Amendment 2018-02-07I I I
L
SITE DATA:
ENGINEER: TIMMONS GROUP
608 PRESTON AVE.
CHARLOTTESVILLE, VA 22903
TELEPHONE: 4 34-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG. KOTARSKI@TIMMONS.COM
TAX MAP PARCEL: 05600-00-00-017AO
LIMITS OF DISTURBANCE: 6,500 SQ. FT.
ZONING: R1 -RESIDENTIAL
EC - ENTRANCE CORRIDOR
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
JOSEPH MEDLEY, LS
28 IMPERIAL DRIVE
STAUNTON, VIRGINIA 24401
(540) 885-0786
(October 27, 2017)
BENCHMARK: BRIDGE SPIKE IN SW/ E'P SEAM ELEV 681.90
DATUM: HORIZONTAL: NAD83 (NA 2011), VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LE'.CA SMARTNET
BUILDING SETBACKS: FRONT: 25' BUILDING SETBACK
SIDE: ISBUILDING SETBACK
REAR: 20' BUILDIN(G SETBACK
BUILDING HEIGHT: 11' - 8" (EXISTING BUILDING)
20' - 0.5" (ADDITION)
(MAX. 35' FOR R1)
BUILDING AREA: 123,000 +/- SF (EXISTING)
1,400 +/- SF (PROPOSED)
124,000 +/- SF (TOTAL)
PROPOSED USES: LEARNING SPACES
TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2,900 SQ. FT.
WETLAND IMPACTS: NONE
UTILITIES: ACSA
DRAINAGE DISTRICT: LICKINGHOLE CREEK
PARCEL IS WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED
DRAINAGE FACILITIES: STORM SEWERS
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
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INV& 14 0 0 6
MINOR SITE PLAN AMENDMENT
COUNTY OF ALBEMARLE, VIRGINIA
WHITE HALL DISTRICT
VICINITY MAP
SCALE 1":2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE,
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434-327-1688
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C1.0
EXISTING CONDITIONS AND DEMO PLAN
C2.0
LAYOUT PLAN
# OF SHEETS = 3
ARCHITECTURE
INTERIORS
LANDSCAPE
CAMPUS PLANNING
1840 West Broad Street
Suite 400
Richmond, Virginia 23220
www.bcwh.com
804.788.4774 phone
804.788.0986 fax
TIMMONS GROUP
YOUR X v?8ON ACHS1.Y,`.. ...
7
SCHOOLMEALEY MIDDLE
MODERNIZATION!
1:1111111 owl a IM KIM : ••
5880 Rockfish Gap Tpke.
Crozet, VA 22932
Material included herein is covered by copyright. Use of this work in whole or
in part is forbidden without the expressed written consent of BCWH, Inc.
PROJECT NUMBER:
20'17.23
PROJECT MANAGER:
C. KOTARSKI
DRAWN BY:
J. SHOWALTER
ISSUE DATE:
1 /8/2018
County Submission
REVISIONS:
SHEET TITLE:
COVER
w
W06 SHEET NUMBER:
Q
W p
LL Z
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I T `�,
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL
1. 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.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR
TO OR AS THE FIRST STEP IN CLEARING.
3. 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.
4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
5. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROVV
AREA.
6. 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.
7. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION
13-301 OF THE CODE OF ALBEMARLE.
8. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING.
SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO
FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL
WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE
APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE
COUNTY EROSION CONTROL INSPECTOR.
9. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT
SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED
AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10
NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND
CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL
RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT
80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
10. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL
MEASURES SHALL BE REPAIRED IMMEDIATELY. ALL SEEDED AREAS SHALL BE:
RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS.
11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES
ARE NO LONGER NEEDED.
L .j
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GRAVEL FILTER
EROSION CONTROL LEGEND
SAF
SAF SAFETY FENCE
3.01
IP
INLET PROTECTION
3.07
TS
TEMPORARY SEEDING
3.31
PS
PERMANENT SEEDING
3.32
MU
MULCHING
3.35
TP
TP TREE PROTECTION
3.38
DC
DUST CONTROL
3.39
* "VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION
NUMBER
REMOVE
CANOPIES ,.. ;.
COLUMNS AND
,. ,. FOUNDATIONS
REMOVE BENCH
RET
URN TO I
':,
.. :: OWNER
REMOVE AND RECONNECT UNDER
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
PROPOSED BUILDING PER ARCH.
"QUICK REFERENCE FOR ALL REGIONS"
AND PLUMBING PLANS —
PLANTING DATES SPECIES RATE (LBS./ACRE)
SEPT. 1 - FEB. 15 50150 MIX OF
ANNUALRYEGRASS
(LCOLIUM MULTI-FLORUM)
& 50-100
REMOVE AND RECONNECT UNDER
CEREAL (WINTER) RYE
PROPOSED BUILDING PER ARCH.
(SECALE CEREALS)
AND PLUMBING PLANS —
FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100
(LOLIUM MULTI-FLORUM)
RUNOFF WATER
WIRE
MESH
FILTERED WATER
MAY 1 - AUG. 31 GERMAN MILLET 50
(SETARIA ITALICA)
d
TEMPORARY SEEDING PLANT MATERIALS
SEDIMENT
o
. a-
No Scale
CONCRETE
_
GUTTER
CURB INLET
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
TOTAL LBS. PER ACRE
SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
MINIMUM CARE LAWN
CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
IP CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND
3.07- 6
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
UNPROTECTED AREAS.
IMPROVED PERENNIAL RYEGRASS 0-5%
STORMWATER INLET PROTECTION
KENTUCKY BLUEGRASS 0-5%
No Scale
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE 128 LBS.
I I I I
�I �I—
RED TOP GRASS 2 LBS.
y0_-jLFL_1
NURSE CROP * 20 LBS.
___SEASONAL
EI EI �
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION
KENTUCKY 31 FESCUE 108 LBS.
FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD,
RED TOP GRASS 2 LBS.
GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST
SEASONAL NURSE CROP * 20 LBS.
40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO
CROWNVETCH 20 LBS.
GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL
150 LBS.
CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE
FENCE AS A TREE PROTECTION FENCE.
TP NO SCALE
* USE SEASONAL NUIRSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE
TREE PROTECTION
MAY 1STTHROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
No Scale
NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE, ALL LEGUME SEED
MUST BE PROPERLY INOCULATED, WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
REMOVE AND RECONNECT UNDER
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. SCALE 1"=10'
PS 3.32 0 10' 20'
PERMANENT SEEDING MIX FOR PIEDMONT AREA
No Scale
1 VVIVVl111VIYV
TIMMONS GROUP
Ai O L� i < ti Z emu` I to` 1\' ACHgEVEED " ii 3 ') `t,3 \3 a ? O gJ' ,
7
t3
HENLEY MIDDLE
SCHOOL
MODERN IZATIO"N
Material included herein is covered by copyright. Use of this work in whole or
in part is forbidden without the expressed written consent of BCWH, Inc.
PROJECT NUMBER:
2017,23
PROJECT MANAGER:
C. KOTARSKI
DRAWN BY:
J. SHOWALTER
ISSUE DATE:
1/8/2018
County Submission
REVISIONS:
SHEET TITLE:
EXISTING CONDITIONS AND
DEMO PLAN
SHEET NUMBER:
i
_2
F-
LU 0s
Z Q
w o
J_ (,
Z
C
_ f
Q 0
a- I
LEGEND:
" SIDEWALK CONCRETE
Q ,
RECONNECT ROOF DRAIN
TO LATERAL EXTENDED
THROUGH BUILDING PER
PLUMBING PLANS
RECONNECT SANITARY TO
LATERAL EXTENDED -_
THROUGH BUILDING PER
PLUMBING PLANS
RECONNECT
SANITARY TO
LATERAL
EXTENDED
THROUGH
BUILDING PER
PLUMBING PLANS
RECONNECT ROOF
DRAIN TO LATERAL
EXTENDED
THROUGH BUILDING
PER PLUMBING
PLANS
GENERAL NOTES
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M
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF
THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO
EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE
EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED IN ACCORDANCE WITH CURRENT.
5. IF PRE -CAST UNITS ARE TO BE USED, THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW,
CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
6. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS
7. OTHERWISE NOTED.
8. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO
BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL
ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND
APPROVED BY THE ENGINEER.
9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN
AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR
ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON
DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001.
10. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE OR HARDSCAPE BASE COURSE.
11. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY.
12, THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE
AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE
COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO
APPLICATION OF THE SURFACE COURSE(S).
13. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES.
14. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS
PRIOR TO CONDITIONING OF THE SUBGRADE.
15. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN
ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE_ STANDARDS.
16. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH
THE LATEST VERSION OF THE UNIFORM STATEWIDE BUILDING CODE, THE LATEST VERSION OF THE VIRGINIA
CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03.
ALBEMARLE COUNTY ENGINEERING GENERAL
CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
LANDSCAPE GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY
LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING,
PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED
PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION
SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1
"AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL
IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE
ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT
MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND
CONTRACT SPECIFICATIONS.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND
MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL
AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1
"AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER
WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION
OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS
ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT
DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING
INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER.
CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE
GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY
COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT
MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL
INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL
YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING
DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM
NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL
PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS
CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE
PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF
OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTAL.LATION.
•
SCALE 1"=10'
MIER
0 10' 20'
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP %3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE PLANTING
No Scale
oi,
V,
... .......
.............................
:.;.
L/1/_%1YIL I L-1
0U
12 GAUGE GALVANIZED WIRE
3-2"x2" I1-iARDWdOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUN-1- OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LA"V'ER TO EDGE OF DRIPLINE.
KEEP 4-6" AWA"( FROM TRUNKFLARE
SET ROOTBALI,.,. FLIJSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROI,1)TFLARE: SHALL BE VISIBLE
ABOVE FINISHII D GRADE
6" SAUCER
BACKFILL PLAt',FFING PIT WITH NATIVE
SOIL. INCORPC:;)FtATE ,'31_.OW-RELEASE
GRANULAR FE1=+'TILIZER
1" COMPOST LAYER
PLACE ROOTRAILL ON
UNEXCAVATEI) OR TAMPED SOIL
LANDSCAPE NOTE: THE ONE EXISTING 26" CAL. CHERRY TREE THAT IS TO BE REMOVED WILL BE REPLACED IN KIND. SEE PLANTING)
SCHEDULE BELOW.
PLANTING SCHEDULE
QTY
BOTANICAL NAME
COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
1
PRUNUS X YEDOENSIS
YOSHINO CHERRY
2.0" CAL,.
B&B
R= /1, CONTROL JOINT SPACED
1, a
AT WIDTH OF WALK
r EXPANSION JOINT AT MAX OF 100',
%4 .. WITH PREMOLDED EXPANSION FILLER
1.
CONC. WALK
G ° v
a a° a
G Qa e
G 4.,
i-
�-COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
4 4-. d
a 4
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
A Cd
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
METAL INSPECTION FRAME W/ SOLID LID
EXIST GRADE (NEENAH R-1975 OR EQUIVALENT)
-3" CONCRETE COLLAR
-----CRUSHED STONE BEDDING
6" DI CLEANOUT
PLUG AT END
OF LINE
CLEANOUT DETAIL
No Scale
ARCHITECTURE
INTERIORS
LANDSCAPE
CAMPUS PLANNING
1840 West Broad Street
Suite 400
Richmond, Virginia 23220
www.bcwh.com
804.788.4774 phone
804.788.0986 fax
TIMMONS GROUP
HENLEY MID
SCHOOL
MODERNIZATIUIN
ALBEMARLE COUNTY
PUBLIC SCHOOL
5880 Rockfish Gap Tpke.
Crozet, VA 22932
Material included herein is covered by copyright. Use of this work in whole or
in part is forbidden without the expressed written consent of BCWH, Inc.
PROJECT NUMBER:
2017.23
PROJECT MANAGER:
C. KOTARSKI
DRAWN BY:
J. SHOWALTER
ISSUE DATE:
1/8/2018
County Submission
REVISIONS:
SHEET TITLE:
LAYOUT PLAN
SHEET NUMBER:
C2mO