HomeMy WebLinkAboutSDP201800001 Plan - Approved Minor Amendment 2018-03-02J
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SITE DATA:
ENGINEER: TIMMONS GROUP
608 PRESTON AVE.
CHARLOTTESVILLE, VA 22903
TELEPHONE: 434-327-1688
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/ EP SEAM ELEV 681.90
DATUM: HORIZONTAL: NAD83 (NA 2011), VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET
BUILDING SETBACKS: FRONT: 25' BUILDING SETBACK
SIDE: 15' BUILDING SETBACK
REAR: 20' BUILDING 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.
HENLEY MIDDLE SCHOOL
4
MINOR SITE PLAN AMENDMENT
COUNTY OF ALBEMARLE, VIRGINIA
WHITE HALL DISTRICT
2/7/2018
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
ESITE
SITE LIGHTING CALCULATION PLAN
# OF SHEETS = 4
------------
APPRWALS DATE.
PLAXNEIVZONINO
IN PECTIONTS 14)lj- �1)k
AR f3
�lT?AT TIT OF FLEE R I SC.I
AL B.AR... COUI TY SE-RA1ICR-AJUTf-TORIT N
VIRGINIA. D1-,PAK:N1P3NT OF T NSPOR.TA.TTO?� N
:17.FAI: T'H DEPA:RTNIENr
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
U CRMGW J. KO' .ARljKi
Lic. No. 0402048507
701"J'AT .'4
HENLEY MIDDLE
SCHOOL
MODERNIZATION
ALBEMARLE COUNTY
PUBLIC SCHOOLS
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.
_ I
PROJECT NUMBER:
2017.23
PROJECT MANAGER:
C. KOTARSKI
DRAWN BY:
J. SHOWALTER
ISSUE DATE:
1 /8/2018
County Submission
REVISIONS:
2/7/2018 - LIGHT
SHEET TITLE:
COVER
SHEET NUMBER:
C 000
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SEDIMENT CONTROL
1. ALL ER0S0NAND SEO|K4ENTCONTROL K�EASURESVV}LLBECONSTRUCTED
AND MAINTAINED ACCORDING TOK4|N|KdUK�STANDARDS AND GPEC|F|CAT0NS
OFTHE V|RG|N|AERDS0NAND SEO|K�ENTCONTROL HANDBOOK AND V|RG|N|A
REGULATIONS VR625'02'00EROSION AND SE0K4ENTCONTROL REGULAT0NS.
2. ALL EROSION AND SE0KiENTCONTROL K�EASURESARE TOBEPLACED PR0R
T0OF<ASTHE FIRST STEP |NCLEARING.
3. ALL DISTURBED AREAS ARE TODRAIN TOAPPROVED SED|K4ENTCONTROL
MEASURES AT ALL TIMES DURING LAND D|STUFlB|N(�ACTIVITIES AND DURING
SITE DEVELOP[NENTUNTIL FINAL STAB|L|ZAT0N|SACHIEVED.
4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL K�EASURES
PEF<0O|CALLYAND AFTER EACH F<UNOFF'PROOUC|NGEVENT. ANY
NECESSARY REPAIRS ORCLEANUP TOK4A|NTA|NTHE EFFECTIVENESS OFTHE
EROSION CONTROL DEVICES SHALL BEMADE |KdK4EDk�TELY.
5. ALL FILL MATERIAL TOBETAKEN FROK�ANAPPROVED, DESIGNATED BORROVY
AREA.
6. ALL YYASTEMATERk�LSSHALL BETAKEN TOANAPPROVED VVASTEAREA.
EARTH FILL SHALL BEINERT K�ATER|ALSONLY, FREE OFROOTS, STUK4PS.
VVOOD.RUBBISH, AND OTHER DEBRIS.
7. ALL INERT K�ATER|ALSSHALL BETRANSPORTED |NCO/NPL|ANCEVV|THSECTION
13'301OFTHE CODE OFALBEK4ARLE.
8. TEK4PORARYSTABILIZATION SHALL BETEK4P0RARYSEEDING AND K4ULCH|NG.
SEED|N{�|STO8EAJ75L8S/ACF<E.AND |NTHE /NONTHSOFSEPTE[NBERTO
FEBRUARYTOCONSIST A5O/5OK�|XOFANNUAL RYE8RASSAND CEREAL
VV|NTERRYE, OR|NK4ARCHAND APR|LTOCONSIST OFANNUAL RYE, ORK�AY
THROUGH AUGUST TOCONSIST 0FGEF<K�ANK4|LLET.STRAVVK�ULCH|STU8E
APPLIED AT8OLBS/iO0SF. ALTERNATIVES ARE SUBJECT T0APPROVAL BYTHE
COUNTY ERDS0NCONTRC)L|NSPECTOF�.
9. PERK4ANENTSTABILIZATION SHALL BEL|KdEAND FERTILIZER, PERK4ANENT
SEEDING, AND K4ULCH.AGRICULTURAL GRADE L|K4ESTONESHALL BEAPPLIED
AT80L8S/1000SF'INCORPORATED INTO THE TOP 4'GINCHES OFS0L
FERTILIZER SHALL BEAPPLIED ATi000LBSA\CREAND CONSIST OFA10'20-1O
NUTRIENT K4|X.PERK4ANENTSEEDING SHALL BE/\PPL|EDAJ18OL8SA\CREAND
CONSIST OFQ5Y6KENTUCKY31ORTALL FESCUE AND 0'596PEF<ENN|AL
RYEGRASSORKENTUCKYBLUEGRASS. 8TRAVVK4ULCH|STOBEAPPLIED AT
80LBS/10OSF.ALTERNATIVES ARE SUBJECT TOAPPROVAL BYTHE COUNTY
EROG0NCONTROL INSPECTOR.
10. K�A|NTENANCE:ALL K4EASURESSHALL 8EINSPECTED VVEEKLYAND AFTER
EACH RAINFALL EVENT. ANY D/\K4AGE0RCLO(�G|NGTOSTRUCTURAL
K4EASURESSHALL 8EREPAIRED |K�K4ED|ATELY.ALL SEEDED AF7EASSHALL BE
RESEEDED VVHENNECESSARY TOACHIEVE AGOOD STAND OFGRASS.
11. ALL TEK4P0RARYEROSION AND SED|K8ENTCONTF<OLK4EASURE8SHALL BE
REKdOVEOVV|TH|N30DAYS OFFINAL SITE STABILIZATION, VVHEN[NEASURES
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SuUe4OO
Richmond, Virginia 2322O
www.bmwh.nom
804.788.4774phona
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P / I : ., . : 4 I h
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA AND PLUMBING PLANS �� ,��; 0 ,",....., � � � " / APPROX, - 1. , ..� I :
SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT PROPOSED BUILDING PER ARCH. , : i __ - - % i : 9 01_,NC11'1� ��L. ��'.� A-11 �::
SCURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO COMMERCIAL OR RESIDENTIAL X,Io� 2'. \ -, : �,so,, ,, , fD -
CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND \ ,"Ir \ --- .. , ? : :::
(E� SEE ARCH. DEMOLITION PLAN ..-:.ql ,-.. . - i F-i"'f"; I : ,I- - -
,11 / IF
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO i�l /,4,��?, , "�', : : 11 i % i - .... 11 :
, X f , , " Ht; . , ., REMOVEP�ENCH
'IX s:"�� , : W." . 11 �- :
POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC 1� : . : : i , RETURN T : ,�A�',
RED TOP GRASS 2 LBS. X n S%� , : :
- ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO , '�, . :
GREATER THAN 6'ON CENTER. EVERY NINTH POST SHALL CONTAIN A $_ , : I i \ : ! 151" "' I W
WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION CROWNVETCH ** 20 LBS. . i14E, : \ ; os" :
FENCE. FENCING SHALL BE PLACED A MIN OF 5'OFF TREE OR AT THE EDGE OF . -r oh, 611"O -� :
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USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES : I i S i : i � ;
8 (H) * - - : : / " ; : : . .
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU ''I . : _, I : ,;i, i i � I .
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED ; 'O "': : "
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE I ;%,,,,T1 i '! -1 .,�"2 . 1 1
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER 5 . " ? .1
1�),= ? LA .;
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SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. DEMOLIT'10,,N�: P �`N A N, E 5, s N 0 ..
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ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REG0N8^
PLANTINGSPECIES
SEPT. 1-FEB. 15 5O/OyN[%OF
ANNUAL RYEGRAS8
(LDL|U�WW1ULT|'FLORU�W)
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PROPOSED BUILDING PER ARCH.
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REMOVE AND REPLACED
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SANITARY LATERAL UNDER
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* 1r FEB. 18-APFi30 ANNUALRYEGF�\SS 00-00
RUNOFF WATER GRAVEL FILTER | NWIRE MESH (LOLIUM MULTI-FLORUM)
Material included herein ucovered bvcopyright. Use mthis work mwhole or
mpart /"forbidden without the expressed written consent "'omm.Inc.
PROJECT NUMBER:
2017.23
PROJECT MANAGER:
DRAWN BY:
J^SHOWALTER
ISSUE DATE:
1/N2018
County Submission
nsvmmwv.
SHEET TITLE:
EXISTING CONDITIONS AND
DEMO PLAN
SHEET NUMBER:
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BEFORE BEGINNING .
LATERAL EXTENDED
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CONSTRUCTION 4 z:. ,�,.:..,; �" 2 I
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t`Y THROUGH BUILDING ♦ .
CONTRACTOR TO CONFIRM 1 d <; ;P; :R0 . �, ft ;:. r '
PER PLUMBING > �'
LOCATION, ELEVATION AND zx,.,•- � 3�•, �F," . t
PLANS. RECONNECT Q.; f.. t :"r
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SIZE OF EXISTING LATERALS _ • f •' r�...�•_, ; 2r2F€l =,w
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ARE ADEQUATE AND 4'J` q _ ' I ,.-
COORDINATE ANY CONFLICTS 5 OUT - �1 ..- ` " ", " _ i TIE TO EX. %+, I
WITH THE ENGINEER. ® �� P SIDEWALK 1 I
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GENERAL NOTES
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 A117.1-03.
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 (H0RIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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BLASTING NOTES
2
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1.
BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
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PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY
LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING,
PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED
PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION
SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1
"AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL
IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE
ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT
MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND
CONTRACT SPECIFICATIONS.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND
MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL
AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1
"AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER
WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION
OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS
ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT
DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING
INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER.
CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE
GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY
COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT
MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL
INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL
YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING
DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM
NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL
PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS
CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE
PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF
OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
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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, CUTAWAY 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
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0019Y1 1_TILI
12 GAUGE GALVANIZED WIRE
'-- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
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
AMELANCHIER CANADENSIS
SERVICEBERRY
2.0" CAL.
B&B
//\//N/�/\//,\//\//\//\//\//\//\%/"\//\//\//V \//�//,\//�//, //;
COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
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VARIABLE WIDTH'
NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
�\//\//\//\ a a � ... .d'. �_ 4 d q 4- d -Q
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
' DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
4 • <4 .
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
METAL INSPECTION FRAME W/ SOLID LID
EXIST GRADE / (NEENAH R-1975 OR EQUIVALENT) r
/ -----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
�
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,
�ppCe' i� -
Q CItMGV4 J. X0'�A.RSKI _'
Lic. No. 0402048507
k%7�18 4r�v �7
gOrrAL �1`
HENLEY MIDDLE
SCHOOL
MODERNIZATION
ALBEMARLE COUNTY
PUBLIC SCHOOLS
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:
2/7/2018 - LIGHT
SHEET TITLE:
LAYOUT PLAN
SHEET NUMBER:
■
3 12,1(0
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EPA: 1.1 ft2
Length: 110„
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Width: 151,
Height.
Weight +6 ass
DSX2 LED I Forward optics
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* This luminaire is A+ Certified when ordered with
DTL11 controls marked by a 5W� bs rl� r,,rfl r .
DTL DLL equipped luminaires meet the A+
specification for lurninaire to photocontrol
interoperabilityl
* This luminaire is part of an A+ Certified solution
for ROAM"' orXPoint"m Wireless control networks,
providing out -of -the -box control compatibility
with simple commissioning, when ordered with
drive s and control options marked by a ,hided;:
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1. See ordering tree for details.
2. A-t- Certified Solutions for ROAM require the order
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T
Schedule
Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage Polar Plot
Lamps per Lamp
2 DSX2 LED P4 40K T5W DSX2 LED P4 40K T5W MVOLT LED 1 34437 1 270
MVOLT
G M.;
Statistics
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
Calc Zone #2
+
2.7 fc
8.1 fc
0.3 fc
27.0:1
9.0:1
T
..................................
Max: 1.4170cd
T
T
3
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