HomeMy WebLinkAboutSDP201400071 Plan - Approved 2015-02-10SITE DATA:
ENGINEER: TIMMONS GROUP
919 2ND ST. S.E.
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434 -327 -1688
CONTACT: CRAIG KOTARSKi, R.E.
CRAI G. KOTARSKI @TI MMONS. COM
TAX MAP PARCEL: 05600- 00- 00 -017AO
LIMITS OF DISTURBANCE: 0.91 ACRES
ZONING: R1 -RESIDENTIAL
EC - ENTRANCE CORRIDOR
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
919 2ND ST. SE.
CHARLOTTESVILLE, VA 22902
(434) 327 -1688
(October 22, 2014)
BENCHMARK: GPS 1: N 3907038.50 E 11423457.54 ELEV 681.90
GPS 2: N 3906694.09 E 11423421.75 ELEV 682.98
DATUM: HORIZONTAL: NAD83 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:
BUILDING AREA:
PROPOSED USES:
24' (EXISTING BUILDING)
27' (ADDITION)
(MAX. 35' FOR R1)
115,900 +/- SF (EXISTING)
7,100 +/- SF (PROPOSED)
123,000 +/- SF (TOTAL)
AUXILIARY GYMNASIUM
TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.34 ACRES
WETLAND IMPACTS: NONE
UTILITIES: ACSA
DRAINAGE DISTRICT: LICKINGHOLE CREEK
PARCEL IS WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED.
DRAINAGE FACILITIES: BIOFILTER
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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HENLEY MIDDLE SCHOOL
AUXILIARY GYM ADDITION
MINOR SITE PLAN AMENDMENT
t' 1 X111
ism
COUNTY OF ALBEMARLE, VIRGINIA
WHITE HALL DISTRICT
11/21/2014
VICINITY MAP
SCALE 111: 2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LE TERI
TELEPHONE: (434) 975 -9340
FAX: (434) 975 -9341
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434 - 327 -1688
Sheet List Table
Sheet Number
Sheet Title
t 1�
COVER
C1.0
NOTES & DETAILS
C2.0
EXISTING CONDITIONS &DEMOLITION PLANS
w
LAYOUT, GRADING & DRAINAGE PLANS
C4.0
3.
STORMWATER SUMMARY PLAN & PROFILES
C5.1
STORMWATER MANAGEMENT PLAN
C6.0
ADD ALTERNATE LAYOUT, GRADING, & DRAINAGE PLANS
C6.1
ADD ALTERNATE STORIMWATER MANAGEMENT PLAN
C6.2
ADD ALTERNATE NOTES, DETAILS & PROFILES
L1.0
LANDSCAPE PLAN
LI A
LANDSCAPE NOTES AND DETAILS
ESITE
SITE PLAN - LIGHTING CALCULATIONS
Old <1 rlti Coif Cif
r
PROJECT LOCATi N
Rol GIp Iurlxtke . "a0
-fit
IV
4
�r35
VICINITY MAP
SCALE 111: 2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 MCINTIRE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LE TERI
TELEPHONE: (434) 975 -9340
FAX: (434) 975 -9341
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434 - 327 -1688
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C1.0
NOTES & DETAILS
C2.0
EXISTING CONDITIONS &DEMOLITION PLANS
DETAI
LAYOUT, GRADING & DRAINAGE PLANS
C4.0
C5.0
STORMWATER SUMMARY PLAN & PROFILES
C5.1
STORMWATER MANAGEMENT PLAN
C6.0
ADD ALTERNATE LAYOUT, GRADING, & DRAINAGE PLANS
C6.1
ADD ALTERNATE STORIMWATER MANAGEMENT PLAN
C6.2
ADD ALTERNATE NOTES, DETAILS & PROFILES
L1.0
LANDSCAPE PLAN
LI A
LANDSCAPE NOTES AND DETAILS
ESITE
SITE PLAN - LIGHTING CALCULATIONS
TeTft. i4 91 1EET-9
WPO TOTAL: 12 SHEETS
APPROVALS DATE
DEPAR'T`MENT OF COMMUNITY DEVELOPi ENT
PLANNER&ONING
ENGINEER
INSPECTIONS
ARB
DEPART1VMNT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPAARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
ARCHITECTURE
INTERIORS
LANDSCAPE
CAMPUS PLANNING
1840 West Broad Street
Suite 400
Richmond, Virginia 23220
www.bewh.com
804.788.4774 phone
804,788.0988 fax
•� 0
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 SE ST SE
CHARLOTTESVILLE, VA 22902
TEL 434,295.5624
FAX 434.295.8317
www.tlmmons.com
Site Development lReaidential linfrastructurel Technology
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015- 03033 -50
STATE PROJECT # 2 -94 -02 -101
Material included herein is covered by copyright. Use of this work In whole or in
part is forbidden without the expressed Milan consent of SCWH, Inc.
PROJECT NUMBER:
2014.17 tPXT`E,I 0,�
PROJECT MANAGER: y
C. K. CRAIG W I, XOTARSKI
Lie. No.. 0402048507
DRAWN BY:� ! I I
J. S.
�`r�T4NAi..,,Cs
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/13/2015 2ND COUNTY SUBMITTAL
2/2/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
COVER
SHEET NUMBER:
VJ 0
c°a�
os c
U
LULll
H
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U. Z
1=- O
Ate. 0-
GENERAL NOTES
GENERAL CONSTRUCTION NOTES FOR EROSION AND
Q
SEDIMENT CONTROL
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
EXISTING CONTOUR
200
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
1,
THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND
POWDER COATED
PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
(COLOR TO BE
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
3, LAND USE PERMITS (LUP -A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
2.
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED
TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE
OWNER)
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
PAVEMENT PATCH
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND
4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR
#4 a 10'
SEDIMENT CONTROL REGULATIONS"
PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO
3.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
CONSTRUCTION.
T4r 1V
y
FIRST STEP IN CLEARING.
5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR
4.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON
OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY
�-
THE SITE AT ALL TIMES.
CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS
5.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
J'
THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE
ACCORDANCE WITH CURRENT.
6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H -10 LOAD RATING.
30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING
CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I
BELOW STEEL PIPE
REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
LD -94 (0)121.13.
6.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN
DWG N0, 7001. 110293 REV B
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
ACCORDANCE WITH ASTM -C -76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS
PLAN APPROVING AUTHORITY,
Ill OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
7•
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE
STABILIZATION IS ACHIEVED.
REQUIRED ON ALL UNITS.
8.
DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING
9. ALL CONCRETE SHALL BE A3 AE (AIR ENTRAINED 3,000 PSI), UNLESS
DEVICE.
10, OTHERWISE NOTED.
9.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND /OR FIELD CHANGES FROM THE
AFTER EACH RUNOFF- PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS
IMMEDIATELY.
AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY
10.
ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
THE ENGINEER,
11.
ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE
12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES
INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT
12.
BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER
ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON
ZONING ORDINANCE SECTION 5.1.28,
PLAN. IF THERE APPEARS TO BE A CONFLICT, AND /OR UPON DISCOVERY OF ANY UTILITY
13.
ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE
NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1 -800- 552 -7001.
CODE OF ALBEMARLE.
THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN
14,
BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE
EXISTING AND /OR PROPOSED RIGHT -OF -WAY REQUIRED BY THE DEVELOPMENT,
LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM.
13. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER,
15.
BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS
TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N /A)
LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO
14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS
ADJACENT LAND AND STRUCTURES /IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE
BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
COURSE.
16.
THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO
15. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE
PERMANENT STORMINATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION
RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY,
CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT,
16. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL
BUILDING OR OTHER PORTION OF THE PROPERTY.
BE REQUIRED AT THE RATE OF fl.30 GALLONS PER SQUARE YARD (REC -250 PRIME COAT)
17.
TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE
PER VDOT STANDARDS AND SPECIFICATIONS.
AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF
17. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING
ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF
ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF
ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MtLLET, STRAW MULCH IS TO
THE ROAD AND BRIDGE SPECIFICATIONS.
BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
18. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE
EROSION CONTROL INSPECTOR.
COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION
18.
PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND
(PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER
MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF,
FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
RF E
OF THE SURFACE COURSE(S).
1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX, PERMANENT SEEDING SHALL BE
19. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED
APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5%
METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT
ACCEPTANCE. (N /A)
80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
20. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE
INSPECTOR.
PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE.
19.
MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL
21. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR
EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED
ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS,
ATE
IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS
AND AND BRIDGE STANDARDS.
FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO
22. ALL APP ROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
R ACC
ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT
23. SLOPE ft.
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
24. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW
20.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30
STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006
DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO
VIRGINIA CONSTRUCTION CODE, AND ICC /ANSI Al 17.1-03.
APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21,
THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE
DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.)
22,
PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9)
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION
ORDINANCE SECTION 17 -2078)
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
BLASTING NOTES
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
1.
BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT.
ALBEMARLE COUNTY STORMINATER MANAGEMENT NOTES
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,
1.
ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF
GRADING OR OTHER CONSTRUCTION.
OPTIMUM MOISTURE CONTENT, ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY
2.
PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
FACILITIES.
6, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
3.
FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE
DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
TRAFFIC CONTROL DEVICES.
INSPECTOR,
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).
LEGEND
5.25'
LOCATION OF 18"
DIAMETER HOOP USE
CENTER OF EX. HOOPS
-- - JCE POINT,
50`
ALL LINES SHALL BE 2"
WIDE WHITE PAINT.
BASKETBALL COURT LAYOUT DETAIL
No Scale
1�1 "" a /lei• "i1��.��OPIO011Y0.i1 -�I..- 01�111110"I�..Yi"�IYI
METAL INSPECTION FRAME W/ SOLID LID
TC =TOP OF CURB EXIST GRADE (NEENAH RA975 OR EQUIVALENT)
TW = TOP OF WALL - ._--3" CONCRETE COLLAR
BW = BOTTOM OF WALL
TS = TOP OF STAIRS CRUSHED STONE BEDDING
BS = BOTTOM OF STAIRS j XA";Z-6" DI CLEANOUT
APPROX. = APPROXIMATE
STEEL CAP
'
STORM PIPE & STRUCTURE NO.
Q
DROP INLET & STRUCTURE NO.
-200
EXISTING CONTOUR
200
PROPOSED CONTOUR
�- 240.50
PROPOSED SPOT ELEVATION
5.25'
LOCATION OF 18"
DIAMETER HOOP USE
CENTER OF EX. HOOPS
-- - JCE POINT,
50`
ALL LINES SHALL BE 2"
WIDE WHITE PAINT.
BASKETBALL COURT LAYOUT DETAIL
No Scale
1�1 "" a /lei• "i1��.��OPIO011Y0.i1 -�I..- 01�111110"I�..Yi"�IYI
METAL INSPECTION FRAME W/ SOLID LID
TC =TOP OF CURB EXIST GRADE (NEENAH RA975 OR EQUIVALENT)
TW = TOP OF WALL - ._--3" CONCRETE COLLAR
BW = BOTTOM OF WALL
TS = TOP OF STAIRS CRUSHED STONE BEDDING
BS = BOTTOM OF STAIRS j XA";Z-6" DI CLEANOUT
APPROX. = APPROXIMATE
STEEL CAP
'
MANUFACTURER
6" DIA. STEEL PIPE
;4,
RECOMMENDATION
FILLED WITH
PLANS/TAKE OFF)
(MIN. MANUFACTURING
CONCRETE AND
'0" BARS
REQ. SAME AS MIN. SUMP)
POWDER COATED
;•
a' "
(COLOR TO BE
14 ale-
-----
SELECTED BY
114,10 1G'
4 - -O' - V -0'
OWNER)
1'-q'
5'-0'
PAVEMENT PATCH
Im a 161
#4 a 10'
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2'- 1'
4* 1'
.
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114 a .1 f
3130 VERONA AVE
BUFORD, GA 30516
d ; ;
2' -0" DIAMETER
�-
e'
3,000 PSI AIR - ENTRAINED
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360 ". TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
• •
CONC. FOOTING
J'
J www,nyloplast•us,v
,0h BARS
6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H -10 LOAD RATING.
30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING
2" MINIMUM CONCRETE
fl)OWEE1.W
BELOW STEEL PIPE
BOLLARD DETAIL
No Scale
PLUG AT'END
OF LINE
CLEANOUT DETAIL
No Scale
Is -1
TO BE PLACE 6" NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE
BELOW GRADE IN
GRASS AREAS
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
• , /'�`- 12" MIN WIDTH GUIDELINE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARIABLE INVERT HEIGHTS
MANUFACTURER
REINFORCING
AVAILABLE (ACCORDING TO
RECOMMENDATION
CCA
PLANS/TAKE OFF)
(MIN. MANUFACTURING
(5) ADAPTER
'0" BARS
REQ. SAME AS MIN. SUMP)
ANGLES
0-4.
a' "
VARIABLE 0" - 360°
14 ale-
-----
ACCORDING TO
114,10 1G'
4 - -O' - V -0'
PLANS
6" MIN THICKNESS GUIDELINE
(6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE
FOR GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST
BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
RETAINING WALL $CHEDULE,
DIHEN53ONS
REINFORCING
H
Ba
CCA
wy
T' BARS
`M" BARS
'0" BARS
"P" 13ARS
0s 0- - 1' -0°
0-4.
a' "
2' -0.
14 ale-
-----
#1 ,0 Is-
114,10 1G'
4 - -O' - V -0'
0'-7
1'-q'
5'-0'
11♦4 a 10^
Im a 161
#4 a 10'
¢I -O' - a. -O'
' -S'
2'- 1'
4* 1'
.
14a to
T4r 1V
y
IlA b le
114 a .1 f
RETAINING WALL DETAIL
No Scale
STEEL CAP
57 VDOT STONE
PLASTIC EDGING (TYP.)
EXISTING
GRADE
4" PERFORATED UNDERDRAIN
CORRUGATED HDPE PIPE
W/ F/L TER FABRIC WRAP
f---
12" MULCH
WEED BARRIER/
- POLYPROPYLENE FABRIC
(FASTEN TO THE GROUND)
SUBGRADE
(SLOPE TOP OF SUBGRADE
TOWARDS DRAINAGE TRENCH)
DENOTES PLAY AREA MULCH ON PLANS
PLAY AREA MULCH & DRAIN SECTION
z
No Scale
E 1l�,I
> 1U EXISTING PAVEMENTI PROPOSED PAVEMENT
a SAWCUT THROUGH MATCH EX. CROSS
EX. SURFACE SLOPE UNLESS OTHERWISE
COURSE SPECIFIED ON PLANS
& REMOVE
PAVEMENT PROPOSED
2' MIN' SURFACE
_W COURSE
COURSE
i
'
6" DIA. STEEL PIPE
;a.
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS If
FILLED WITH
b '
CONCRETE AND
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
WATERTIGHT JOINT
POWDER COATED
a
(COLOR TO BE
(CORRUGATED HDPE SHOWN)
12" - 30"
SELECTED BY
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
OWNER)
1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536
"H" BAR'S
PAVEMENT PATCH
(VERT)
;,:.
MW
04 P 10'
DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
7" DIAMETER
(HOR12:)
0
i.
GROUND INSERT
. trtl $TG+NE
3130 VERONA AVE
BUFORD, GA 30516
2' -0" DIAMETER
14ACKMLL
DATE 4.2047
3,000 PSI AIR- ENTRAINED
HEiCtHT1
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360 ". TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
CONC. FOOTING
iPPLI14.
PROJECT NO,/NAME
J www,nyloplast•us,v
,0h BARS
6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H -10 LOAD RATING.
30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING
2" MINIMUM CONCRETE
fl)OWEE1.W
'V' SARS
BELOW STEEL PIPE
NO, 7001.110.144 FOR H -20 TRAFFIC LOAD GUIDELINES),
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST, 02010 NY .o,.a
DWG SSE A
'SEE GET 'A°
DWG N0, 7001. 110293 REV B
A
f
"P- 15A0
04
r
fo - 114
RETAINING WALL DETAIL
No Scale
STEEL CAP
57 VDOT STONE
PLASTIC EDGING (TYP.)
EXISTING
GRADE
4" PERFORATED UNDERDRAIN
CORRUGATED HDPE PIPE
W/ F/L TER FABRIC WRAP
f---
12" MULCH
WEED BARRIER/
- POLYPROPYLENE FABRIC
(FASTEN TO THE GROUND)
SUBGRADE
(SLOPE TOP OF SUBGRADE
TOWARDS DRAINAGE TRENCH)
DENOTES PLAY AREA MULCH ON PLANS
PLAY AREA MULCH & DRAIN SECTION
z
No Scale
E 1l�,I
> 1U EXISTING PAVEMENTI PROPOSED PAVEMENT
a SAWCUT THROUGH MATCH EX. CROSS
EX. SURFACE SLOPE UNLESS OTHERWISE
COURSE SPECIFIED ON PLANS
& REMOVE
PAVEMENT PROPOSED
2' MIN' SURFACE
_W COURSE
COURSE
i
'
6" DIA. STEEL PIPE
;a.
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS If
FILLED WITH
CONCRETE AND
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
WATERTIGHT JOINT
POWDER COATED
a
(COLOR TO BE
(CORRUGATED HDPE SHOWN)
12" - 30"
SELECTED BY
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
OWNER)
1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536
PAVEMENT PATCH
: •�
;,:.
MW
I
DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
7" DIAMETER
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
0
i.
GROUND INSERT
MATERIAL
3130 VERONA AVE
BUFORD, GA 30516
2' -0" DIAMETER
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 4.2047
3,000 PSI AIR- ENTRAINED
PHN (770) 932.2443
rrTylo acct FAX (770) 932.2490
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360 ". TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
CONC. FOOTING
REVISED BY ESC
PROJECT NO,/NAME
J www,nyloplast•us,v
TITLE
6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H -10 LOAD RATING.
30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING
2" MINIMUM CONCRETE
DATE 3.14.10
BELOW STEEL PIPE
REMOVABLE BOLLARD DETAIL
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4 "' SEALANT
FILLER, "ZIP STRIP" OR NONSLIP BROOM FINISH
EQUIV., SEAL WITH WWF 6X6 W2 9XW2 9
SILICONE SEALANT
2"
�-- r 10" 3,000 PSI AIR ENTRAINED PORTLAND
° ,°,:, CEMENT CONCRETE
999NM U
6" TYPE 21A STONE COVER
COMPACTED SUBGRADE (CBR 11.2)
DENOTES HEAVY DUTY CONCRETE AREA ON PLANS
HEAVY DUTY CONCRETIE SECTION
No Scale
A" - "" I 1 .:"4
t. d
jl T
TRANSITION BETWEEN
PIPE DIAMIETE-R$ WHEN
DIFFERENT SIZES OF
(3) VARIABLE SUMP DEPTH PIPES ARE' ETNCOUINTERED.
ACCORDING TO PLANS
(6- MIN,
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS BASED ON 12" - MANUFACTURING " MIN• ON 30"
AVAILABLE: 4"- 30" FOR CORRUGATED HDPE 4" MIN ON 12" • 24" URING REQ,}
(ADS N- 121HANCOR DUAL WALL, ADSMANCOR 6" MIN ON 30" NOTES
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
t SHAPE TO ELEVATION `
LLAAROGEST PPIIK.OF
I
SHAPE TO
OF PIPER I
AA I
I
I I
i I
4 • • • d f d . f ill
SLOPE OTLET TO INVERT
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
V + . +
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ` • SLOPE TO ORAN • 4
SINGLE WALL), N•12 HP, PVC SEWER (EX: SDR 35), ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF , ` TO INVERT OF
PVC DWV (EX: SCH 40), PVC C900IC805, STRUCTURE. OUTLET PIPE
CORRUGATED &RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS If
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
WATERTIGHT JOINT
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
(CORRUGATED HDPE SHOWN)
12" - 30"
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 - 12" - 30" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70. 50.05.
2 - 12"- 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
DRAWN BY ESC
MATERIAL
3130 VERONA AVE
BUFORD, GA 30516
ASTM 03212 FOR CORRUGATED HDPE (ADS N- 12IHANCOR DUAL WALL),
N -12 HP, & PVC SEWER (4" - 24 ").
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
DATE 4.2047
PHN (770) 932.2443
rrTylo acct FAX (770) 932.2490
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360 ". TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
REVISED BY ESC
PROJECT NO,/NAME
J www,nyloplast•us,v
TITLE
6 - 12" - 24" PEDESTRIAN GRATES SHALL MEET H -10 LOAD RATING.
30" PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DATE 3.14.10
DRAIN BASIN WITH PEDESTRIAN GRATE
QUICK SPEC INSTALLATION DETAIL
NO, 7001.110.144 FOR H -20 TRAFFIC LOAD GUIDELINES),
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST, 02010 NY .o,.a
DWG SSE A
I SCALE 1:40 SHEET 10F 1
DWG N0, 7001. 110293 REV B
t /
MANHOLE OR DROP' MET IS TO BE FORMED AND CONSTRUCTED
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. °
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A
PORTLA14D CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR +
CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
UP TO 4'1 IN DIAMETER AND CONSIST OF STONE. BROKEN BRICK, e v d :(i• : {;;( ,;•;, {.;r :•,•;
BROKEN CONCRETE; OR BROKEN CONCRETE BLOCK, THE SURFACE
SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I `' •• %� '• '
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. . . ,
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ` • d
PURPOSES ONLY. EACH MANHOLE OR DROP IN-ET IS TO BE SHAPED INDIVIDUALLY A D FLOW IDES ARTICULAR INLET AND OUTLET
PLAN SECTION B -B
METHOD OF TREATMENT IN MANHOLES
XV'OT STANDARD METHOD OF SHAPING SPECIFICATION FERE CE
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 1 OF 1 I REVISION DATE MANHOLE & INLET INVERTS
302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
STANDARD MANHOLE & INLET SHAPING (FOR ALL MANHOLE & INLETS)
No Scale
e r �
i
. r�i -1 i1 ��, •�1 �I�1 �1
r •
• -•-• r -
PAVEMENT REPLACEMENT JOINT DETAIL
NO Scale
R= Y" CONTROL JOINT SPACED
AT WIDTH OF WALK
• '.: e., •� a d. • +'.a e
EXPANSION JOINT AT MAX OF 100',
WITH PREMOLDED EXPANSION FILLER
A- CONC. WALK
4.
v . e. e!4 e, 4•, .,d .e1 i v d' • "•p •e• o . i v ,• .v 4. e
COMPACTED SUBGRADE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
4" 21 -B STONE
4" 3,000 PSI AIR - ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4 " TYPE 21 B STONE
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
f DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A
6" TYPE 21B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
1.5 "DIA HOT 12" MIN
DIPPED GALV. (TYP)
STEEL PIPE
RAIL (TYP.)
MATCH ARCHITECTURAL
PLANS
FINISHED
■I
1/2" R
(MAX.)
EXP.
1 q"
EXTERIOR STAIRS
No S le
3i1•J
Sr'x MXt�wC.'wV'��
/// .,�{ �j +lirj�i 1Y •� ti'� riii..I.'1� r'f i-
#5 REBARS, BOTTOM CONTINUOUS,
2' -2" AT SPLICES
OMPACTED SUBGRADE NOTES:
1. FINE BROOM FINISH ALL STAIRS.
2. RAIL ON BOTH SIDES OF STEPS (IF NOTED)
3. SEE PLAN FOR RISER HEIGHT
0
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015- 03033 -50
STATE PROJECT # 2 -94 -02 -101
Material included herein is covered by copyrot. Use of this work In whole or in
part Is forbidden without the expressed written consent of BCWH, Inc,
PROJECT NUMBER:
2014.17,TJ O
PROJECT MANAGER:
C. K.
U cw(3 W. J. KOTARSK1►�' i
Lac. No.. 04(02048507
DRAWN BY:
J. S.
d
�`�SjQNAL "�Cs
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1113/2015 2ND COUNTY SUBMITTAL
2/212015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
NOTES & DETAILS
SHEET NUMBER:
R
rn
W
Z
LU C)
J 0
U. z
od
a. 0
j
0.
NO TEI-113
1, THE PUANIPOSE OF THIS SURVEY' IS 7-0 DEPICT
TOPOGRAPHIC I-1EATURES OFA PORTION OF AN
ANE,Yl,qTING SCHOOL SITE' LOC14TF-DAT5880
ROCKFISH GAP TURNPIKE, CROZE T VA, COUNTY
OFALBERMARLE TAX MAP 56, PARCEL 17A,
2 HORIZONTAL DA T LIM IS BASED 0,A/ NA D83
IN
( A 20 11), VIRGINIA S TA TE GRID, S 0 U Tf 17- NE.
VERTICAL DATUAIIIS BASEL) ONNAVI-)8f'. DATI-%1
ESTABLISHED THROUGH LEICA Sn7artNet
REFERENCING ING S TA T/ON L 0 Y1, CHA RL 0 TTES VIL L E,
VIRGINIA,
3 , NO IWISS UTILITY TICKET Iii NITIATE Q;
UNDERGROUNDELECTRIC& FIBS ROPTIC; LOC ATE-
D
INCIDENTAL TO SURVEY & SITE VISIT
4. THIS IS NOT BOUNDARY SURVEY: NO TITLE
REPORT FURNISNED, EASEMENTSMAYEXIST
WHICH ARE NOT SHOWN HEREON,
goo
moo sow MHS
IM Vv SANITAF�y -'INE
jq FLO 0,r'F�,,UNO)
,q,Vv mow IM/. 1N]�:W78.728a, IRON (POW-1 , F- N
17 �3- woo TUR
------ q-RUG
INV OUT 673.58'8" T. C 01
sow 1654-92 15'SIDEYARD SETBACK N
pow m,,. 682- j 2"
BRDFD.
PEAR
00W
dOW NVS AS TIC RETAINER
woo moo (0.33, W)
Nvs t li
Nvs- t
0(�)
qvS
15 IGN
PLAYAREA WIEQUIrlIVENT
MHS (Rt OBER MUL CH)
Q)
TOf .1438-4, 96' TOP 55'
I/VV IN=680,44'8" IRON
INV OUT=680.33'8"IRON ANV IN=676,86' 18"RCP
8 R CP
I&V OUT= 676,6
2 i al
682.98
ASPHAL T
GPS 2
C`OURTS
X
N
SD INLET (Z5',,(2,5'GAY',
r 5'x 2.5G A'11 TE)
SD INLET` (z
C) TOP=682,52'
TOP=682.33'
N INV IN=678.15'6"PlIC 6,
INV. 11-4=678.873"PVC
CP
INV. OUT=674,80'18"RCP
INV //V=674,80' 18 R -,-674.34' 15" RCP (SCHj
v
INV IN�
INV 1N=674�'q4'I8"RC-P
A
SO GRA TE INL E T (10.O 'x 25") /1 jNV OU'77=674.34'24"RC.P
-7 153'
T -)P
,- 681.77'(CLIVALLEr
-STRUCTURE
INV OUT=677,80'18"RCP APRROX,
(PUTLE7 w.
L OCA TION OF
NO 7- FO UND)
18" RCP
ROOF DRAIN
C)
0 6
v,
rte. a °'_ / , -''� r � � � t ,._ .__.. I _ - . _._ -_.. �__.__.`_ � �' I "• _.. ..,_ .. _ - ' � 1 - _- �;�� __ _w. "'-f, r.._
r
j I II
METAL
APPROX.
JI
881. 61 01
4- L OCA TION OF-8
R-ooEaRAlk
65'DBL, DOOR APPROX. EN TRA N C E (FACADE-d
LOCA T/C)N OF RECESS
FFE 684,45' 65'DIBL, DOOR 30, 0'
EXISTING
ROOF DRAINS I ENTRANCE
3HED
EXIS TING, / � - FFE 6,1346,iZ
RECESS
APPROX.
6,5'DBL. DOOR
LOCATION
APPROX,
ON OF
L 0 CA Tf C
APPROX.
OCATION OF 15" RCP I I
APPROX, L OCA TION ROOFDRAIA1
E)VSTING OF UNDERGROUND L 7-
ROOF DRAINS FIBER AND POWER -�FA CA D
Ed-
324'
LINES
APPROX,
76D/N1 103,7'
LOCATION OF
IVIHO
EXISTING oi
1'7 ? TOP=6494.01'
I C)
7 ELECTRICAL L
'I '� F -A CA DE)
I -ACADE) SD /,NV IAI=6,7�5,6,4-'15"RCP(F-ROMS(,'1-1.1)
"M 171CO AA)n (IF it r
(2) EXIST I N G
SHEDS APPROX.
L OCA TION
APPROX.
LOCATION OF
--- --- EXISTING
FENCE
-T - - - - - - - - - z-
PAD
APPROX. LOCATION
OF EX IS TIN G
WA TERLINE
APPROX
BUILDING
OUTER WALL
APPROX
L OCA TION OF
EXIS, TING
ELECTRICAL
UTILITIES AND
PA D
TOP=683. 6 V
INV IN=675,89 15" RCP (FROM SCH.)
1.2 INV. OU77=675,98 15" RCP
FFE = 684.52'- - -- --f (STANDING WATER OBSERVED)
ENTRANCE
RE CESS
6,5'DBL, DOOR
I S TORY BRICK" BUILDING
J T HE--IVL E Y)WS
ADDRESS: 5880 ROCKFISH GAP TPKE
CROZET VA 22,932
APPROX.
Fir,,E HYDRANT
U TIL I TIES A ND
>
(SIAlkIESE) FIRE CONNECTION
RAMP
0
WATER VA U L T
'A TION OF
L OC
EY ISTING
0
STORM ORAINAGE MANHOLE
RCP
REINFORCED CONCRETE PIPE
OF EXISTING
WA TERL INE
PVC
POL Y- VIN Y1. CHLORIDE" PIPE
0
SANITARYMANHOLE
T C.
TERRA COTTA PIPE
OORDINATE WITH
0
CLEANOUT
OUTER WALL
WNO
LIGHT POLE"
SAN——
,SANITARY PIPE
UFO
UG FIBER-OPTIC (AS MARKED)
U(IJP
UG ELECTRIC (AS MARKED)
L OCA TION OF
EDGE OF PA VE-MENT(EP)
r y (,N y
EXISTING
TREE-ONE
DECIDUOUS TREE
goo
moo sow MHS
IM Vv SANITAF�y -'INE
jq FLO 0,r'F�,,UNO)
,q,Vv mow IM/. 1N]�:W78.728a, IRON (POW-1 , F- N
17 �3- woo TUR
------ q-RUG
INV OUT 673.58'8" T. C 01
sow 1654-92 15'SIDEYARD SETBACK N
pow m,,. 682- j 2"
BRDFD.
PEAR
00W
dOW NVS AS TIC RETAINER
woo moo (0.33, W)
Nvs t li
Nvs- t
0(�)
qvS
15 IGN
PLAYAREA WIEQUIrlIVENT
MHS (Rt OBER MUL CH)
Q)
TOf .1438-4, 96' TOP 55'
I/VV IN=680,44'8" IRON
INV OUT=680.33'8"IRON ANV IN=676,86' 18"RCP
8 R CP
I&V OUT= 676,6
2 i al
682.98
ASPHAL T
GPS 2
C`OURTS
X
N
SD INLET (Z5',,(2,5'GAY',
r 5'x 2.5G A'11 TE)
SD INLET` (z
C) TOP=682,52'
TOP=682.33'
N INV IN=678.15'6"PlIC 6,
INV. 11-4=678.873"PVC
CP
INV. OUT=674,80'18"RCP
INV //V=674,80' 18 R -,-674.34' 15" RCP (SCHj
v
INV IN�
INV 1N=674�'q4'I8"RC-P
A
SO GRA TE INL E T (10.O 'x 25") /1 jNV OU'77=674.34'24"RC.P
-7 153'
T -)P
,- 681.77'(CLIVALLEr
-STRUCTURE
INV OUT=677,80'18"RCP APRROX,
(PUTLE7 w.
L OCA TION OF
NO 7- FO UND)
18" RCP
ROOF DRAIN
C)
0 6
v,
rte. a °'_ / , -''� r � � � t ,._ .__.. I _ - . _._ -_.. �__.__.`_ � �' I "• _.. ..,_ .. _ - ' � 1 - _- �;�� __ _w. "'-f, r.._
r
j I II
METAL
APPROX.
JI
881. 61 01
4- L OCA TION OF-8
R-ooEaRAlk
65'DBL, DOOR APPROX. EN TRA N C E (FACADE-d
LOCA T/C)N OF RECESS
FFE 684,45' 65'DIBL, DOOR 30, 0'
EXISTING
ROOF DRAINS I ENTRANCE
3HED
EXIS TING, / � - FFE 6,1346,iZ
RECESS
APPROX.
6,5'DBL. DOOR
LOCATION
APPROX,
ON OF
L 0 CA Tf C
APPROX.
OCATION OF 15" RCP I I
APPROX, L OCA TION ROOFDRAIA1
E)VSTING OF UNDERGROUND L 7-
ROOF DRAINS FIBER AND POWER -�FA CA D
Ed-
324'
LINES
APPROX,
76D/N1 103,7'
LOCATION OF
IVIHO
EXISTING oi
1'7 ? TOP=6494.01'
I C)
7 ELECTRICAL L
'I '� F -A CA DE)
I -ACADE) SD /,NV IAI=6,7�5,6,4-'15"RCP(F-ROMS(,'1-1.1)
"M 171CO AA)n (IF it r
(2) EXIST I N G
SHEDS APPROX.
L OCA TION
APPROX.
LOCATION OF
--- --- EXISTING
FENCE
-T - - - - - - - - - z-
PAD
APPROX. LOCATION
OF EX IS TIN G
WA TERLINE
APPROX
BUILDING
OUTER WALL
APPROX
L OCA TION OF
EXIS, TING
ELECTRICAL
UTILITIES AND
PA D
TOP=683. 6 V
INV IN=675,89 15" RCP (FROM SCH.)
1.2 INV. OU77=675,98 15" RCP
FFE = 684.52'- - -- --f (STANDING WATER OBSERVED)
ENTRANCE
RE CESS
6,5'DBL, DOOR
I S TORY BRICK" BUILDING
J T HE--IVL E Y)WS
ADDRESS: 5880 ROCKFISH GAP TPKE
CROZET VA 22,932
APPROX.
U TIL I TIES A ND
APPROX BUILDING L 0 CA 77 ON Of
RAMP
PAD
------ ----
'A TION OF
L OC
EY ISTING
OUTER WALL RAMP
EXISTING
CONDITIONS
PLAN
INV 1N=675.49' 15" RCP
INV. OUT=675,52 15" RCP
(6 60eW)Q?GVN I
SCALE V=20'
20' 40,
goo A4HS
sow domp =682�-78 r VV
-V I TOP - ON pOVVN-FLO FOUP�F))
ago IN N 728" If? NOT
vv Wop
N 9 /NV OUT=678.58'8" TC.
s-IRUC,
ago
ONO 1654121 '15'SIDE-YARD SETBACK X
2"
goo .00 682
BRDFD
woo
d0V PLrA
R
dop I PLASTIC RETAINER _ems
doom silo NVS- CONTRACTOR TO I � (0,33'1,41)
RELOCATE GOAL PER CONTRACTOR TOXaOCATE AND
goo --REINSTA
-600, -0
GOO - I -
MANUFACTURES L 64T AW6 STI
goo RETAINER PER MANUFACTURE'S
moo '7
'T
JY
7�-
STANDARDS. EXISTING MULCH MAY
�
EC
moo
4000 BE REUSED IF IT MEETS PROJECT 51.6'
S
F
RELOCATE!
400 SAWCUT 0(�) SPECIFICATIONS.
51G-N T
r 1 SAWCIjT PLAYAREA 011EQUIPMFEN
woo ASPHALT E SIOW
REMqV
w.
ASPHALT. (f,UBBER Mt,
ILCH)
--,,PIPE
MH,5 0
TOP=68496'
TOP=68355'
-680.44'8" IRON
INV. It
WV IN=676,86' 18`RCP
C J*PIPE
INV OUT=680,33'8" IRON
NV OUT=676.81'18"RCP
2 Akb`,nE-
682,98
TO NEW ASP
Z, MANH�Ob.1111111 1.
GPS2 L -- -C,
E n
CONTRACTOR TO i
REMOVE
DEMOLISH FULL DEPTH OF REMOVE ALL STRIPING
MOV
MANHOLE
EXISTING ASPHALT SECTION, FOR COLjM 10.
)ING BASE TONE SAWCUT - ------- -------
INCLUC
A "PALT,
SO INLET (2.5'x 9 5'GRA TE
-T,12
t KqMVVt SOINL' .5'x2,5'GR.4TE)
\ C-� TOP =682. 52'
PIPE TOP=682,33'
INV. 1N=678.15'6"PVC
INV IN=674.80' 15"RCP
INV. 1N=67&873"PVG'
INV 1N=674.80'18 RCP GPS I
INV IN=674.34' '15"RGP(SCHj
/NV. OUT-674.80"18"RCP
Z, INV IN=674,34 8" RCP
/NV OUT=674.3424i'RAP
5.3'
REMOVE
REfi6VE
it APPROX, GOAL
REMOVE (PUTLET STRUCTURE
LOCATIONOF8"
NC MOUND)
"AIN
-INLET
ROOFDA
REMOVE&
----- --- -- SAWCUT
RELOCATE
SIDEWALK AT
7- - - I
WOVE
Rt
COORDINAT DRAIN TIE INTO I -NEAR
E WITH A EXISTING ROOF APPROX, lzo
RELOCATE SHED TAL Q - 5'
it W-- 1.01 4-
OWNER PROPOSED LOCATION Llf-_O
SYSTEM-, ROOE DRAIN
All ! APPROX,, ENTRANCE (FACADE�
6.5'OBL, DOOR RECESS 4 --
L OCA TION OF
L 32.4'
FFE = 684.45, EXISTING 6.5'DBL, DOOR
L ROOF DRAINS ENTRANCE FFF -84
EXISTING SHED 15, REMOVE& 2,
RECESS
APPROX, RELOCATE d CUT PIPE
6,5,'D,91. DOOR
LOCATION EXISTING ROOF AND TIE
DRAIN TIE INTO TO NEW APPROX.
APPRO, X,
PROPOSED INLET i i i L 0 CATION OF
APPROX LOC14TION
ROOF DRAIN
L OCA TION OF SYSTEM 15" RCP
EXISTING OF UNDERGROUND -'Z
ROOF DRAINS FIBER AND POWER r
LINES
APPROX. 7'
00 LOCATION OF
IVIHD
---------- REM,,QVE EXISTING EXISTING
I 4' i L TOP=684�01'
FENCE ELECTRICAL 'P �FRC)M SCH.)
"An SD INLET �2-5'x 2.5'GRATE ) INV 1N=675.62'15"RC Ej
APP ROX, BUILDING
OUTER WALL
FFE= 684,52'-----
ENTRANCE"
REC ESS
6.5'DBL. DOOR
APPROX
U TIL I TIES A ND
APPROX.
RAMP
PAD
------ ----
'A TION OF
L OC
EY ISTING
APPROX. LOCATION
FENCE
OF EXISTING
WA TERL INE
:7-f- - -
APPROX.
ELOOATE (2) SHEDS
BUILDING
OORDINATE WITH
OUTER WALL
WNO
AFIP/--�OX.
L OCA TION OF
EXISTING
ELECTRICAL
UTILITIES AND
L
PAD
APP ROX, BUILDING
OUTER WALL
FFE= 684,52'-----
ENTRANCE"
REC ESS
6.5'DBL. DOOR
APPROX
L OCA TION C)F
RAMP
DEMOLITION
PLAN_
PI L-1 TOP=683. 61 o
INV IN=675,89 15- RCF1 (FROM SCH.)
INV OUT-675.98 75" RCP
(STANDING WATER OBSERVED)
'I STORY BRICK BUILDING
J T HENL E Y148
ADDRESS: 5880 ROCKFISH GAP TPAE,
CROZET, VA 229322
"ftftftw
6 4 Oe W CO GVN
INV IN=675,49'15"RCP
INV OUT-675.52 15" RCP
SCALE 1"=20'
0 201 40'
LEGEND:
681.90
GFS I
HARDSCAPE TO BE REMOVED
4,
ARCHITECTURE
INTERIORS
LANDSCAPE
CAMPUS PLANNING
1840 West Broad Street
Suite 400
Richmond, Virginia 23220
www.bewh.com
804.788.4774 phone
804.788.0986 fax
*16
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 SE ST SE
CHARLOTTESVILLE, VA 22902
TEL 434.295.5624
FAX 434.295.8317
www.timmons.com
Site Development (Residential lInfrastructurel Technology
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015-03033-50
STATE PROJECT# 2-94-02-101
Material Included herein Is covered by copyright. Use of this work In whole or In
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17 v"NLTH op
PROJECT MANAGER;
C. K. U CWG W J. KOTARSKI
Lie. No. 0402048507
DRAWN BY: 6 T.
J. S.
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
111312015 2ND COUNTY SUBMITTAL
2/2/2016 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
EXISTING CONDITIONS &
DEMOLITION PLANS
SHEET NUMBER:
ti
0.
4
ui ors
moo
Opp ago Now
0-17'38"W "" moo top dOW dOO dow
W
dWO "' x'16 ,64,22 -
vow CONTRACTOR TO RESTRIPE (3) RELOCATED
go* BASKETBALL -Sti SHEDS
-COURTS,
moo BASKETBALL COURT
dow
asp LAYOUT DETAIL
Soo DIMEi4irit�i
NOW WS
sow too
go* d0V
amp 000 7
do&
so*
N, V\ CJ
/6
ONO dOW d0V
Soo
dOW amp
683.6
d0p
Now if
0.
ENE
FREE Ij
-F
X
j 1
F-
2"
C)84-
BADFD,
PEA R
3
I r
GRAD
88.90
82.91
52
684.45
x
,D (TYP.) CONTRACTOR TO
RETAINING
VERIFY LOCATION OF WALL
EXISTING UTILITIES AND
RELOCATE AS
-REMOVABLE 81.3"
BOLLARDS NECCESSARY FOR ... . ...... .................. ..........
8 "'ION OF
BOLLARDS
"A
6' WIDE RAMP
WITH
i ®� - HANDRAILS
ELOCATED i-T_
ASKETBALL RISER,9
GOAL PER WITH
MA UFACTURE HANDRAILS
SPECS.
1+ 1
0 i
'���
it
J
T I
CANOPY (SEE
ARCHITECTURAL 15
81
TIE TO EXISTING
MANHOLE
CONTRACTOR
TO STRIPE
FOURSQUARE
COURTS (2" WIDE
WHITE PAINT)
PLANS FOR DETAILS)
X
683.40 �'
C�)
PLAY AREA MULCH
21 sv
CONCRETE SIDEWALK PAVEMENT
TV
LIGHT DUTY ASPHALT PAVEMENT
T2
HEAVY DUTY CONCRETE
- ------
EX3 BICIFILTER
INV 682.00
/ lj
II f
P P
EX 55
GRAD
88.90
82.91
52
684.45
x
,D (TYP.) CONTRACTOR TO
RETAINING
VERIFY LOCATION OF WALL
EXISTING UTILITIES AND
RELOCATE AS
-REMOVABLE 81.3"
BOLLARDS NECCESSARY FOR ... . ...... .................. ..........
8 "'ION OF
BOLLARDS
"A
6' WIDE RAMP
WITH
i ®� - HANDRAILS
ELOCATED i-T_
ASKETBALL RISER,9
GOAL PER WITH
MA UFACTURE HANDRAILS
SPECS.
1+ 1
0 i
'���
it
J
T I
CANOPY (SEE
ARCHITECTURAL 15
81
TIE TO EXISTING
MANHOLE
CONTRACTOR
TO STRIPE
FOURSQUARE
COURTS (2" WIDE
WHITE PAINT)
PLANS FOR DETAILS)
X
683.40 �'
PLAY AREA MULCH
'X�' 83.40
CONCRETE SIDEWALK PAVEMENT
�2
LIGHT DUTY ASPHALT PAVEMENT
T2
HEAVY DUTY CONCRETE
- ------
EX3 BICIFILTER
INV 682.00
/ lj
F_j
P P
EX 55
6844
684.5
1
6
r 684.2
Nk
84.1
77
83.70
683.65-
683.40-\,
%X
SPOT SHOTS PLAN
SCALE 1"=20'
20' 40'
F
)j
L_J
LOCATIONS OF UTILITIES AND ROOF
DRAINS IN THESE AREAS ARE
APPROXIMATE. CONTRACTOR IS
RESPONSIBLE FOR LOCATING,
FIELD VERIFYING, AND
COORDINATING DESIGN TO WORK
WITH EXISTING UTILITIES AND
ROOF DRAINS.
PROP. CANOPY (SEE
ARCHITECTURAL
PLANS FOR DETAILS)
N
2"
8RDF
RELOCATE PLAY AREA AND
REINSTALL EQUIPMENT AND PLASTIC
RETAINER PER MANUFACTURE'S
STANDARDS. EXISTING MULCH MAY
BE REUSED IF IT MEETS PROJECT
SPECIFICATIONS.
RELOCATED
SIGN
ROOF
OVERHANG
1 ii ii
wo- 000
20.1'
Z_
BICIFILTER V
TIE TO EX.
SIDEWALK AT
NEAREST JOINT
SCALE 1 '=20'
20' 40'
HATCH PATTERN LEGEND
PLAY AREA MULCH
CONCRETE SIDEWALK PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
8" HDP
DRAIN
HEAVY DUTY CONCRETE
rr
ROOF DRAIN NOTES:
dow dow moo
4WD
1. ROOF DRAINS TO HAVE A MINIMUM SLOPE OF 2.0% OR AS SPECIFIED ON PLAN. dow
2. ROOF DRAINS TO HAVE A MINIMUM COVER OF 1.0. &10
3. CLEANOUTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AS REQUIRED
do*
BY THE LOCAL BUILDING CODE, CLEANOUTS SHALL BE PLACED AFTER EACH d100 dOW
1 1'J"ji 777
DOWNSPOUT CONNECTION IN ADDITION TO THE ONES SHOWN ON THE PLAN.
dow
4. CONTRACTOR IS RESPONSIBLE FOR RELOCATING AND RECONNECTING ALL
l 71"
0NE 1 1 F t �) I
DISTURBED ROOF DRAINS TO STORM SYSTEM MATCHING EXISTING PIPE SIZE,
SLOPE, AND COVER. LOCATION AND SIZE OF ALL EXISTING ROOF DRAINS IS
_7
APPROXIMATE. ADDITIONAL ROOF DRAINS MAY EXIST THAT ARE NOT SHOWN ON
2"
PLANS. 682",-,
13RDFD, 7
if
5. CONTRACTOR TO VERIFY LOCATION AND SIZE OF ALL ROOF DRAINS BEFORE
k- C�t34 AEAR
PURCHASING MATERIAL AND BEGINNING CONSTRUCTION OF STORM SYSTEM.
4" PERFORATED
CORRUGATED
104 l i _1i i i
I I i
HDPE PIPE MIN. �_j
103 SLOPE 0.5% (TYP.)./
SEE MULCH PLAY
AREA DE
_jT
TAIL
N
105
8�
8" SOLID WA4L
HDPE MIN.
-68 u fl SLOPE I.q%
101
lk, 06
d
ROOF
OVERHANG
BOTTOM OF
4TA
CO TRACTOR TO BICIFILTER i a
FILL AREA WITH EX1 A
682.00
TOPSOIL AND -'"-, 4
7 UNDERDRAIN
MATCH EDGE OF`ti WITH
CLEANOUT.
ASPHALT, GRADING
DOWN ATA
FFE 684.50
CONTINUOUS
SLOPE TO THE
EXISTING INLET
C� - - - - - - -
CLEAN OUT
684
8" HDPE ROOF
�7
--
EX2 DRAINS WITH
ROOF
T
OVERHANG
GRAVEL FLOW ER
I 1 , 111 1 SEE DETAIL SHEET C5.1
ROOFDRAIN
_T
+___I
it
it
ummm_
INV. 678.50 boom.- 1111111111110".-
WOM)C90M I
SCALE =20'
RA DING AND D RAINAGE PLAN V
0 20' 40'
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015-03033-50
STATE PROJECT# 2-94-02-101
Material Included herein Is covered by copyright. Use of this work In whole or In
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17 Lr 110
7
* A -
PROJECT MANAGER:
f�14
C. K.
U CRAIG W 1. KOTARSKI
Lie. No. 0402048507
DRAWN BY:
J. S.
ISSUE DATE:
1112112014
COUNTY SUBMITTAL
REVISIONS:
1/13/2015 2ND COUNTY SUBMITTAL
2/2/2016 3ND COUNTY SUBMITTAL
KEY PLAN;
GENERAL NOTE:
SHEET TITLE:
LAYOUT, GRADING &
DRAINAGE PLANS
SHEET NUMBER:
112 OUTLET TO
8" HDP
DRAIN
F
WITH
EX3 BICIFILTER
INV 682.00
/ lj
P P
EX 55
CLE
ummm_
INV. 678.50 boom.- 1111111111110".-
WOM)C90M I
SCALE =20'
RA DING AND D RAINAGE PLAN V
0 20' 40'
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015-03033-50
STATE PROJECT# 2-94-02-101
Material Included herein Is covered by copyright. Use of this work In whole or In
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17 Lr 110
7
* A -
PROJECT MANAGER:
f�14
C. K.
U CRAIG W 1. KOTARSKI
Lie. No. 0402048507
DRAWN BY:
J. S.
ISSUE DATE:
1112112014
COUNTY SUBMITTAL
REVISIONS:
1/13/2015 2ND COUNTY SUBMITTAL
2/2/2016 3ND COUNTY SUBMITTAL
KEY PLAN;
GENERAL NOTE:
SHEET TITLE:
LAYOUT, GRADING &
DRAINAGE PLANS
SHEET NUMBER:
112 OUTLET TO
8" HDP
DRAIN
F
WITH
EX3 BICIFILTER
INV 682.00
P P
EX 55
CLE
UT
EX6
(0.06 AC OF
TIE
INV
EX 6
7A50 7A50
1 r
saw so
ROOF AREA)
N
---a-
woo
EX4
CONNECT EXISTING
AND PROPOSED
ROOF DRAINS WITH
CONTRACTOR TO ENSURE
i 0
8" HDPE @ 4.0% MIN,
POSITIVE DRAINAGE TO
SLOPE TIE TO EX6
STRUCTURE 112 OR EX. 6,
INV. 677.00
CONNECT EXISTING
ROOF DRAIN WITH 8"
HDPE @ 4.0% MIN.
SLOPE TIE TO EX6
ummm_
INV. 678.50 boom.- 1111111111110".-
WOM)C90M I
SCALE =20'
RA DING AND D RAINAGE PLAN V
0 20' 40'
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015-03033-50
STATE PROJECT# 2-94-02-101
Material Included herein Is covered by copyright. Use of this work In whole or In
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17 Lr 110
7
* A -
PROJECT MANAGER:
f�14
C. K.
U CRAIG W 1. KOTARSKI
Lie. No. 0402048507
DRAWN BY:
J. S.
ISSUE DATE:
1112112014
COUNTY SUBMITTAL
REVISIONS:
1/13/2015 2ND COUNTY SUBMITTAL
2/2/2016 3ND COUNTY SUBMITTAL
KEY PLAN;
GENERAL NOTE:
SHEET TITLE:
LAYOUT, GRADING &
DRAINAGE PLANS
SHEET NUMBER:
ARCHITECTURE
INTERIORS
LANDSCAPE
CAMPUS PLANNING
1840 West Broad Street
Suite 400
Richmond, Virginia 23220
www.bewh.com
804.788.4774 phone
804.788.0988 fax
•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS,
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 SE ST SE
CHARLOTTESVILLE, VA 22902
TEL 434.295.5624
FAX 434.295.8317
www.tlmmons.com
Site Development IResidential IInfrestructurel Technology
Henley
School
Middle
Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015- 03033 -50
STATE PROJECT # 2 -94 -02 -101
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:
2014.17 ,TIYy O,P
PROJECT MANAGER:
C. K. CRMG W. J. K.OTARSKI
Lic. No. 0402048507
DRAWN BY:
J. S.
a
�s�oNA�. ACS
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/1312015 2ND COUNTY SUBMITTAL
2/2/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
a
a>
0
d'
a
w efS
z 0
J �
LL Z
a a
SHEET TITLE:
STORMWATER
SUMMARY PLAN &
PROFILES
SHEET NUMBER:
C5.0
No*I_ Ili l�
-Iggw I
moo
� PRE - DEVELOPED AREA � '
TO WEST
TOTAL AREA = u.20 AC
IMP.AREp =0.17 AC ■ � �� � i "� "�
ir
II II 1
II 11 - -J
- PRE - DEVELOPED AREA
TO NORTH 'I
TOTAL AREA = 0.71 AC
IMP. AREA = 0.24 AC 'I l= _-�
/ 1
I �
I�
x x I�
I ILL
wow 000
c�
1
P_
T7
IT
0
CL
N
'C
s O
N p
U
di
lii of$
z
Lij
IL Z
Z
►_- O
a1<
PRE - DEVELOPED CONDITION:
_ I _
(OV'N
SCALE 1 " =20'
0 20' 40'
r
_X /
-,
X
POST - DEVELOPED CONDITION:
- I
(6 600 V'N) £8 0b'N
SCALE 1 " =20'
0 20' 40'
WATER QUANTITY CALCULATIONS:
CHANNEL PROTECTION:
Q DEVELOPED 5 I.F. *(Q PRE - DEVELOPED* RVPRE- DEVELOPED) /RVDEVELOPED
AREA TO THE NORTH:
2.38 CFS s 0.9 *(2.48 CSF* 0.105 ACRE /FEET) /0.098 ACRE /FEET
OK 2.38 CFS 5 2.39 CFS
RVDEVELOPED IS EQUAL TO THE TOTAL 1 YEAR RUN OFF VOLUME TO
THE NORTH MINUS THE STORAGE VOLUME OF THE BIOFILTER. THE
BIOFILTER DRAINAGE AREA USES THE ADJUSTED CN VALUE FROM
RUN OFF REDUCTION REDEVELOPMENT SPREAD SHEET, CHANNEL
AND FLOOD PROTECTION TAB. SEE CALCULATIONS BOOK FOR
DETAILS.
AREA TO THE WEST:
0.84 CFS :5 0.9 *(0.91CFS* 0.043ACRE /FEET) /0.037ACRE /FEET
OK 0.84 CFS :5 0.95 CFS
FLOOD PROTECTION:
POST - DEVELOPED Q10:5 or = PRE - DEVELOPED Q10
AREA TO THE NORTH:
OK 5.26 CFS (POST- DEVELOPED Q10):5 or = 5.44 CFS (PRE- DEVELOPED Quo)
AREA TO THE WEST:
OK 1.71 CFS (POST- DEVELOPED Q10):5 or = 1.72 CFS (PRE- DEVELOPED Quo)
WATER QUALITY CALCULATIONS:
NOTE: BIOFILTER MUST HAVE A MINIMUM SURFACE AREA OF 198.6 SQ. FT
SUMMARY FROM RUNOFF REDUCTION SPREAD
SHEET( EE CALC. BOOK):
TOTAL DISTURBED ACREAGE: 0.91
PRE - DEVELOPMENT LAND COVER:
D SOILS:
0.50 AC TURF
0.41 AC IMPERVIOUS
POST - DEVELOPMENT LAND COVER:
D SOILS:
0.57 AC TURF
0.34 AC IMPERVIOUS
REQUIRED REMOVAL: 0.01 LB/YR
RUNOFF REDUCTION PRACTICE APPLIED:
AREA TO BIORETENTION #1
0.04 AC TURF
0.07 AC IMPERVIOUS
REMOVAL ACHIEVED: 0.10 LB/YR OK
ADDITIONAL REMOVAL BEYOND REQUIRED: 0.09 LBNR
(CREDIT FOR ADDITIONAL REMOVAL TO BE APPLIED TO FUTURE
ALBEMARLE COUNTY SCHOOL OWNED PROJECT AT OWNER'S
DISCRETION.).
1
AI
1
1
q1�
i
1 BOTTOM OF BIOFILTER
1
1 682.00
1
1 UNDERDRAIN
WITH
CLEANOUT.
I
1
1
1
14.55'
21.74' 9.85'
V A
10.67'
!I a A. OOFDRAIN OUTLET TO
BIOFILTER
I NV 682.00
- - (0.06 AC OF ROOF AREA)
BIOFILTER DETAIL PLANVIEW
1 " =10' Scale
EX. GRADE
24" NYLOPLAST BASIN
WITH DOME TOP
TOP ELEV. 682.50
w _V. OUT ELEV. 674.68
sib CLEANOUT
F 02 BOTTOM OF
��,Fti
::: ::•
,....... 'vi:�,•i: ;vi: iii:{•:• ii: �R�; };•;i ^i;� %.;;•sii:i;i:'.•i6�:•:
ELEV. 681.75 ::::<: ?;;,., > ::.,<
3" HARDWOOD
BARK MULCH
TOP OF BIOFILTER
683.50
- PROP.GRADE
24 BIOFILTER MIX
• n.•.
ii;•'i.n , :., ^nn• v:ay.:va:�::n:. :wr...nvxa�n�'�ii��: ::,,•::.:,•:.�::: : ::,
ELEV. 679.75 ::•:,.,: t•;..: :.,•s::iii• » > >:i : >;:;;:: ;: ::; >' •;
fi......! i;• i:•i \: ?ijY::�i:;y:' ?:•ii::iti;Cf
3.0" PEA GRAVEL
ELEV. 679.50
ELEV. 678.83
o °o °o °o °o °o° °o °o
D D
ELEV. 678.50
4 PERFORATED 2
SCHEDULE 40
PVC UNDERDRAIN
MARAFI 140N FILTER 1.00' NO.
FABRIC OR EQUIVALENT 57 STONE
TO BE PLACED OVER
UNDERDRAIN EXTENDING 0
1' ON EITHER SIDE. 0 10
PROFILE SCALE
NOTE: SEE CALCULATIONS BOOK FOR BIOFILTER SIZING CALCULATIONS.
T OFILTER CROSS SECTION A -A
tical Scale: 1 " =2' Horizontal Scale: 1"=10'
BIOMIX
THE BIOMIX SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF
VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION NO. 9
BIORETENTION RATIOS. THE MIX SHALL CONTAIN 85% SAND, 10% SOIL
FINES, AND 5% ORGANIC MATER.
MAINTENANCE OF SWM FACILITIES
THE OWNER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF ALL
BMPS UPON ACCEPTANCE OF SITE WORK.
DIRECTION
OF FLOW
0.5 I
� ROOFDRAIN
mow 00000
moo
wow
40M
wow ..•�''�
..w
-•-
...
sop
.0w
goo
domp
No*I_ Ili l�
-Iggw I
moo
� PRE - DEVELOPED AREA � '
TO WEST
TOTAL AREA = u.20 AC
IMP.AREp =0.17 AC ■ � �� � i "� "�
ir
II II 1
II 11 - -J
- PRE - DEVELOPED AREA
TO NORTH 'I
TOTAL AREA = 0.71 AC
IMP. AREA = 0.24 AC 'I l= _-�
/ 1
I �
I�
x x I�
I ILL
wow 000
c�
1
P_
T7
IT
0
CL
N
'C
s O
N p
U
di
lii of$
z
Lij
IL Z
Z
►_- O
a1<
PRE - DEVELOPED CONDITION:
_ I _
(OV'N
SCALE 1 " =20'
0 20' 40'
r
_X /
-,
X
POST - DEVELOPED CONDITION:
- I
(6 600 V'N) £8 0b'N
SCALE 1 " =20'
0 20' 40'
WATER QUANTITY CALCULATIONS:
CHANNEL PROTECTION:
Q DEVELOPED 5 I.F. *(Q PRE - DEVELOPED* RVPRE- DEVELOPED) /RVDEVELOPED
AREA TO THE NORTH:
2.38 CFS s 0.9 *(2.48 CSF* 0.105 ACRE /FEET) /0.098 ACRE /FEET
OK 2.38 CFS 5 2.39 CFS
RVDEVELOPED IS EQUAL TO THE TOTAL 1 YEAR RUN OFF VOLUME TO
THE NORTH MINUS THE STORAGE VOLUME OF THE BIOFILTER. THE
BIOFILTER DRAINAGE AREA USES THE ADJUSTED CN VALUE FROM
RUN OFF REDUCTION REDEVELOPMENT SPREAD SHEET, CHANNEL
AND FLOOD PROTECTION TAB. SEE CALCULATIONS BOOK FOR
DETAILS.
AREA TO THE WEST:
0.84 CFS :5 0.9 *(0.91CFS* 0.043ACRE /FEET) /0.037ACRE /FEET
OK 0.84 CFS :5 0.95 CFS
FLOOD PROTECTION:
POST - DEVELOPED Q10:5 or = PRE - DEVELOPED Q10
AREA TO THE NORTH:
OK 5.26 CFS (POST- DEVELOPED Q10):5 or = 5.44 CFS (PRE- DEVELOPED Quo)
AREA TO THE WEST:
OK 1.71 CFS (POST- DEVELOPED Q10):5 or = 1.72 CFS (PRE- DEVELOPED Quo)
WATER QUALITY CALCULATIONS:
NOTE: BIOFILTER MUST HAVE A MINIMUM SURFACE AREA OF 198.6 SQ. FT
SUMMARY FROM RUNOFF REDUCTION SPREAD
SHEET( EE CALC. BOOK):
TOTAL DISTURBED ACREAGE: 0.91
PRE - DEVELOPMENT LAND COVER:
D SOILS:
0.50 AC TURF
0.41 AC IMPERVIOUS
POST - DEVELOPMENT LAND COVER:
D SOILS:
0.57 AC TURF
0.34 AC IMPERVIOUS
REQUIRED REMOVAL: 0.01 LB/YR
RUNOFF REDUCTION PRACTICE APPLIED:
AREA TO BIORETENTION #1
0.04 AC TURF
0.07 AC IMPERVIOUS
REMOVAL ACHIEVED: 0.10 LB/YR OK
ADDITIONAL REMOVAL BEYOND REQUIRED: 0.09 LBNR
(CREDIT FOR ADDITIONAL REMOVAL TO BE APPLIED TO FUTURE
ALBEMARLE COUNTY SCHOOL OWNED PROJECT AT OWNER'S
DISCRETION.).
1
AI
1
1
q1�
i
1 BOTTOM OF BIOFILTER
1
1 682.00
1
1 UNDERDRAIN
WITH
CLEANOUT.
I
1
1
1
14.55'
21.74' 9.85'
V A
10.67'
!I a A. OOFDRAIN OUTLET TO
BIOFILTER
I NV 682.00
- - (0.06 AC OF ROOF AREA)
BIOFILTER DETAIL PLANVIEW
1 " =10' Scale
EX. GRADE
24" NYLOPLAST BASIN
WITH DOME TOP
TOP ELEV. 682.50
w _V. OUT ELEV. 674.68
sib CLEANOUT
F 02 BOTTOM OF
��,Fti
::: ::•
,....... 'vi:�,•i: ;vi: iii:{•:• ii: �R�; };•;i ^i;� %.;;•sii:i;i:'.•i6�:•:
ELEV. 681.75 ::::<: ?;;,., > ::.,<
3" HARDWOOD
BARK MULCH
TOP OF BIOFILTER
683.50
- PROP.GRADE
24 BIOFILTER MIX
• n.•.
ii;•'i.n , :., ^nn• v:ay.:va:�::n:. :wr...nvxa�n�'�ii��: ::,,•::.:,•:.�::: : ::,
ELEV. 679.75 ::•:,.,: t•;..: :.,•s::iii• » > >:i : >;:;;:: ;: ::; >' •;
fi......! i;• i:•i \: ?ijY::�i:;y:' ?:•ii::iti;Cf
3.0" PEA GRAVEL
ELEV. 679.50
ELEV. 678.83
o °o °o °o °o °o° °o °o
D D
ELEV. 678.50
4 PERFORATED 2
SCHEDULE 40
PVC UNDERDRAIN
MARAFI 140N FILTER 1.00' NO.
FABRIC OR EQUIVALENT 57 STONE
TO BE PLACED OVER
UNDERDRAIN EXTENDING 0
1' ON EITHER SIDE. 0 10
PROFILE SCALE
NOTE: SEE CALCULATIONS BOOK FOR BIOFILTER SIZING CALCULATIONS.
T OFILTER CROSS SECTION A -A
tical Scale: 1 " =2' Horizontal Scale: 1"=10'
BIOMIX
THE BIOMIX SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF
VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION NO. 9
BIORETENTION RATIOS. THE MIX SHALL CONTAIN 85% SAND, 10% SOIL
FINES, AND 5% ORGANIC MATER.
MAINTENANCE OF SWM FACILITIES
THE OWNER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF ALL
BMPS UPON ACCEPTANCE OF SITE WORK.
1.5' JV V PONDING
AREA
PLAN VIEW
GRAVEL FLOW SPREADER
No Scale
Ire • 8 \ M
PONDING AREA
111 N it 11
VDOT STD. CLASS Al J \- 3,000 PSI
RIPRAP, BROWNSTONE MIRAFI 140N AIR - ENTRAINED
WIDTH 1 =1.5' FILTER FABRIC CONCRETE
WIDTH 2= 1.5' OR EQUIVALENT WIDTH = 0.5'
DEPTH = 1.5'
SURROUNDING
PONDING AREA
SECTION VIEW
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
00E���
•0 ` •
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 SE ST SE
CHARLOTTESVILLE, VA 22902
TEL 434195.5624
FAX 434.295.8317
www.timmons.com
Site Development IRe ldential I Infrastructure I Technology
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015 - 03033 -50
STATE PROJECT # 2 -94 -02 -101
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:
2014.17 V,Ni:.1.a O
PROJECT MANAGER: { /
C. K. .
CRAIG W J. KOTARS.K1 a
Li,c. No. 074026048507
DRAWN BY:� / 4
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/13/2015 2ND COUNTY SUBMITTAL
2/2/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
STORMWATER
MANAGEMENT PLAN
SHEET NUMBER:
C501
DIRECTION
OF FLOW
0.5 I
� ROOFDRAIN
1.5' JV V PONDING
AREA
PLAN VIEW
GRAVEL FLOW SPREADER
No Scale
Ire • 8 \ M
PONDING AREA
111 N it 11
VDOT STD. CLASS Al J \- 3,000 PSI
RIPRAP, BROWNSTONE MIRAFI 140N AIR - ENTRAINED
WIDTH 1 =1.5' FILTER FABRIC CONCRETE
WIDTH 2= 1.5' OR EQUIVALENT WIDTH = 0.5'
DEPTH = 1.5'
SURROUNDING
PONDING AREA
SECTION VIEW
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
00E���
•0 ` •
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 SE ST SE
CHARLOTTESVILLE, VA 22902
TEL 434195.5624
FAX 434.295.8317
www.timmons.com
Site Development IRe ldential I Infrastructure I Technology
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015 - 03033 -50
STATE PROJECT # 2 -94 -02 -101
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:
2014.17 V,Ni:.1.a O
PROJECT MANAGER: { /
C. K. .
CRAIG W J. KOTARS.K1 a
Li,c. No. 074026048507
DRAWN BY:� / 4
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/13/2015 2ND COUNTY SUBMITTAL
2/2/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
STORMWATER
MANAGEMENT PLAN
SHEET NUMBER:
C501
CL
�p N
� O
V
v
N
W
U o
a �
�- Z
►_- o
L a
•• M
ow ('10A
I TW /BW
i
j 5V
Tit
82.91y�
684.45
t z 8RDF0,.
684 PEAR
+ 683.40
-_
- ;��.•. ��„
moo 400, �'''.'.. TIE TO EXISTING -
godl MANHOLE
rs" mow. ".•.- ~'
683.6 I� f
goo
goo _
LINE
.+ -9 °1733 N
ADD ALTERNATE
#3: REPLACE
"
J i
• � . ww - r,_1-
f-_-
ry b k
2„
- OA POSTS. BASKETBA -G
(3)RELOCATED TO RESTRIP EAR
r SHEDS
COURTS SEE CONTRACTOR RELOCATE PLAY
AREA AND EX
BASKETBALL COURT
TO STRIPE REINSTALL EQUIPMENT AND PLASTIC
moo LAYOUT DETAIL FOURSQUARE RETAINER PER MANUFACTURE'S
Ol - -'
"
COURTS (2 WIDE
,lr
+ ' DIMEtSIb, " STANDARDS. EXISTING MULCH MAY
WHITE PAINT)
_ 4� V BE REUSED IF
l;.. __' _ __ __ �? T SPECIFICATIONS.
_ _.
_.. _ _w
ADQ..ALTERI TE #1: BIOFILTER ` SOCIATED SITE WORK, AND m__. `'
��. � RELOCATED
I j 83.70 t ; �I ; „ ; i; 6" ...,s ---
i
(r LANDSCAPINGNOTE: _ ! L�' ,..,*.. -�- SIGN
1
I
ELEVATIONS AND LOCATIONS`OF SITE
C ' >,
,
8 "�
„
+
i
683.6
� + 82
84.15
.. � i
' s
A.
1
i
i
�%• l
83.4
t �
i
w. A0-\
664 i l
t
83.75 1
• � I
Al {
l' 4.52
l 84.40 +
r r _
83.45
` _ w 684.
' 7\ •_ _ }
,tee. '..+nawucMvwxc°wma+av ~" , _ I
w
I
684.52 '; : • . `: _ __ . ;,,;,,, L_ w
684.4
83.62 {
684.2 I
ii
84.1Q II 99 {
6 4OZ VN) £8 O
SCALE 1 " =20'
0 20' 40'
I z•. -WORK IN. B US 06 P A RE
APPROXIMATE
CO NT RAC TO R TO LOCA T E . .._.._
c
t
x.
16
LOW POINTS ,
. a
- I
AND COORDINATE I NA TE WI TH ENGI N EER P R
I
OR
TO THE BEG INNING CONSTRUCTION TO
i
A
ENSURE POSITIVE DRAINAGE IN ALL
:
RETAINING
- °R33.5' � �•
AREAS,
BOLLARD (TYP.) CONTRACTOR TO '
j
\
i
VERIFY LOCATION OF WALL
r � EXISTING UTILITIES AND ,
i
RELOCATE AS '
I (3)..REMOVABLE NECCESSARY FOR 450 a �,,,,,,,.. -81.3' "`
ROOF
4, BOLLARDS n , + 84' ON OF cs►l OVERRAN
Q
BOLLARDS dl
R42.5' -� a 6 WIDE RAMP
WITHI
4' WINE O ( f 1 HANDRAILS
CURB G T ELOCATED i -T 79.1' l
ASKETBALL Ole60
GOAL PER WITH
MA UFACTURE HANDRAILS
SPECS.
- -
c� ;
4
BIOF�ILTER •-
WIDE
CURB
CUT r N it
�� {
i
CANOPY (SEE
' A
ARCHITECTURAL
R67.5 l�� i� PLANS FOR DETAILS) 15.8 a .5, gU)FWALA -�
Ewa
Al
W *l1
6' WIDE
RB CUT
R22.
VINYL COATED CHAIN -
�.
PRIVAPY SLATS.
OWNER TQ SELECT
�
CANOPY (SEE COLOR.
ARCHITECTURAL ^�� -- i
PLANS FOR DETAILS) I �,✓'/
a
I� !
I
� a
I
d'
� 1
CQ
.I
LOCATIONS OF UTILITIES AND ROOF
DRAINS IN THESE AREAS ARE
APPROXIMATE. CONTRACTOR IS
RESPONSIBLE FOR LOCATING,
FIELD VERIFYING, AND
COORDINATING DESIGN TO WORK
WITH EXISTING UTILITIES AND
ROOF DRAINS.
PROP. CANOPY (SEE
ARCHITECTURAL
PLANS FOR DETAILS)
LAYOUT PLAN
ROOF 19
OVERHANG
WOO
II
20.1' I I I I
C)
(6 6OZ b'N) 88 Qb'N
SCALE 1 " =20'
0 20' 40'
I
TIE TO EX.
1 I SIDEWALK AT
+ NEAREST JOINT
HATCH PATTERN LEGEND
PLAY AREA MULCH
• .' CONCRETE SIDEWALK PAVEMENT
Q LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY CONCRETE
D
ROOF DRAIN NOTES: go„ dow Now
w-
1. ROOF DRAINS TO HAVE A MINIMUM SLOPE OF 2.0% OR AS SPECIFIED ON PLAN. �,,,,,,...•r moo
2. ROOF DRAINS TO HAVE A MINIMUM COVER OF 1.0'. .NO "' -
3. CLEANOUTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AS REQUIRED
BY THE LOCAL BUILDING CODE. CLEANOUTS SHALL BE PLACED AFTER EACH ..•
�.._
DOWNSPOUT CONNECTION IN ADDITION TO THE ONES SHOWN ON THE PLAN. .•�0 ... - Y .� '
..+
4. CONTRACTOR IS RESPONSIBLE FOR RELOCATING AND RECONNECTING ALL �..+�"" """ - f
...� i�P�t
DISTURBED ROOF DRAINS TO STORM SYSTEM MATCHING EXISTING PIPE SIZE, '' -�-
SLOPE, AND COVER. LOCATION AND SIZE OF ALL EXISTING ROOF DRAINS IS c 1 J'�3t1 V ���� r �� ° ~~ �� _
�-
.Mr ._ ".
1 , i ' >s 1 r
I i f '
APPROXIMATE. ADDITIONAL ROOF DRAINS MAY EXIST THAT ARE NOT SHOWN ON �� ... 16- 'f
PLANS. - - 682--
-
5. CONTRACTOR TO VERIFY LOCATION AND SIZE OF ALL ROOF DRAINS BEFORE '� - - ! > C 1 1 I
T F STORM SYSTEM.
_...r _ , b -- I 11 !
_. _. M "° `� _._ . . � PE-AR
l ! + ; I
PURCHASING MATERIAL AND BEGINNING CONSTRUCTION O S O S S _ ..•�'""'t fi! - ' i _ {
_.
CORRUGATED D
•• { 1 i
,...+■'" _ - 104 + I 102 HDPE PIPE MIN.
_..
p
a./""'"�� r"r _
goo m. A s I
=� - - 103 I 1 SLOPE 0.5% TYP.l
.. ,.• ---" ADD ALTERNATE #1 1310FIILLTE_R r SOCiATED SITE -WORK AND - -.�_ i� �"�~ '{ SEE MULCH (TYP.)
__
i
{
"_
.� C
LANDSCA - A
.� = AREA DETAIL
.. _ _ ,.
W ~
C_
moo woo
.� .. NOTE: _ ov
ELEVATIONS AND LOCATIONS Of SITE
_
w _ I
RE APPROXIMATE 101615 105 .I
f
i }
... -
w- - -CONTRACTOR TO LOCATE LOW POINTS , , ® � � � � + + 82
dow ., " AND COORDINATE WITH ENGINEER, ,
PRIOR TO THE BEGINNING n
�- 8 SOLID WALL
..
--~ CONSTRUCTION TO ENSURE POSITIVE �
HDIPE Ml
�
....- i
DRAINAGE IN ALL AREAS. � A i r r ° .�~ _t ._ _. ,6,84 SLOPE 1,9%
101
68 /
ROOF {
4" UNDERDRAIN
WITH
CLEANOUT;
(TYP.)
EX2 71
TOP 681.77
INV. OUT 677.8t� f j l ' i
1`
/i
I
i
I' t
q i 1
.r E
1
,- OVERHANG
All {� ♦♦
FFE 684.50
8" HDPE ROOF U . ' - I _ ' EX7 m
DRAINS WITH e I
CLEAN OUT I r
ROOF
OVERHANG
112 ! it
83.62
8" HDP ROOF l '4 • ' A, EX3
DRANE � OtlT.1T 1.,, . ► ♦ ` EX5
TIE EX6 i. ' .. EX6 I { {
INV 67750 a i ,., A ,,. �""• _ { j {
l'. I i i I I EX4 {
A•.r A,
li {
CONNECT EXISTING { 1 E
AND PROPOSED
ROOF DRAINS WITH CONTRACTOR TO ENSURE 11 L
8" HDPE @ 4.0% MIN. POSITIVE DRAINAGE TO
SLOPE TIE TO EX6 STRUCTURE 112 OR EX. 6.
INV. 677.00
CONNECT EXISTING
ROOF DRAIN WITH 8"
HDPE @ 4.0% MIN.
at nor_ 'Tic Tn CYa
INV. 678.60
GRADING AND DRAINAGE PLAN_
(6602 b'N) S8 OdN�
SCALE 1 " =20'
0 20' 40'
ipz-- �tq
2
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015- 03033 -50
STATE PROJECT # 2 -94 -02 -101
Material Included herein Is covered by copyright Use of this work In whole or in
part is forbidden without the expressed written consent of SCWH, Inc,
PROJECT NUMBER:
2014.17 ,i LT110
PROJECT MANAGER:
C. K. CRMrjW J. RSKI A
Lis. No. 04/02048507
DRAWN BY:
J. S.
a
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/1312015 2ND COUNTY SUBMITTAL
2/2/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
ADD ALTERNATE
LAYOUT, GRADING, &
DRAINAGE PLANS
SHEET NUMBER:
mom saw
moo
\Z7
moo
moo 000
ago IN
moo PRE-DEVELOPED AIREA-
.00 mom
tq 9
,am ---`TO WEST
16044 22f
0000000000
woo ow ww
w
— — TOTAL AREA U. 2G AC " 6
B21,
D
4 .
f7E /I R
0-� 400 —7
MPRE-A-
4000
I P RE TAINER
000 L S r/C
-
dOW 00,000 1" (0�33'14�)
IN
tow 000
mom ses lop
moo ass NOON 148,7 ------
am so sea on Was 1w i
woo 08060 memo --------
-4:**
`«?
NIV -------
ago
LE
�1F
1 G V NT
dow dow P A Y ARE, /A K EG
I (R U8 BE f� M UL C�M
000
dwo
NVS
'J
tf
do*
'3� 55'
ID TOP=&3,
N
—0, /A1/V 1!V=676,86' 18" RCP
%
OL17 67681-18"RG
134,
C
"'P J, A
7,V 7' "-z=
® 11 'A
q TS
N
40
an am
III If
P/RE—QEVELOPE,D--wQFFS
AREA TO NORTH
AREA TOTAL 1.08/A
IMP. AREA -- 1,08 AC
41
V
J
J
fi
j] LAM"
Ufk I
6
UN
r
(2) E- X/S r11VG
SHEDS A Pf`W(-)X
I I
L OCA -flotv
4le,
f
E`X1 -13 TMIG SHED
APPROX
LOCATION
�—PRE—DEVELOPED AREA
TO NORTH
TOTAL AREA = 0.71 AC
IMP. AREA — 0.24 AC
SD SNL.. ET'(2. 5*'x 51 r"ITE)
TOP=682,33''a
//VV 11V �674_ 1011,15'41#
0
INV hV=674,80-18`RGP
INV OU'r=674,80''18"RCP
AP-PROX
0
L
OG 'XITION OF 8"
-
ROOF DRAIAJ 683—
T-t
C£;
5,
APPROX
,d L OCA TION OF
NO- 0E DF-A!1V
01N
ptl
c) 1 1..,
PRE — DEVELOPED CONDITION:-
SCALE I"=20'
2,01 40'
doom now
I lJ--1AL AKttA4 TZ9 AIL;
.......... .
................ ........
IMP.AREK ....... ..............
1A 2, AC�,
GOP
400 *go
.............. .........
..............
j
06
"T
7
-7-16 81'
EX1
k �, rib'_ `�.�� '� I',,..
FFE 684.50
k.d
0
N
iLi
W oil
Lu
z
0
—T
A.
�t- �-- - - - --- - -
.,11•4
fit
EX7
112
EX3
EX5
EX6
000
EX4
POST — DEVELOPED CONDITION:
A tOZ'VN) C9 aVN
SCALE I "=20'
6 io, 40,
LEGEND:
AREA TO THE BIOFILTER
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 VISION ACHIEVED THROUGH OURS,
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 SE ST SE
CHARLOTTESVILLE, VA 22902
TEL 434,295.5624
FAX 434.295.8317
www.timmons.com
Site Development 111tesidentlal Itntrastructural Technology
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015-03033-50
STATE PROJECT# 2-94-02-101
Material Included heroin Is covered by copyright. Use of this work In whole or In
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17 tiNLTR Ot,
V
PROJECT MANAGER:
C. K. CRAIG W J. RSKI
CRAI W KOTA
I KI
' 04 5
Lie. No. 0402048507
Z/ 7 /15 Ak
DRAWN BY:
J. S.
�0
. XAL
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REMWONS:
111312016 2ND COUNTY SUBMITTAL
2/2/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
ADD ALTERNATE
STORMWATER
MANAGEMENT PLAN
SHEET NUMBER:
a
EX. GROUND
I
i
PROP. GRADE
685.
Invert Out
685
I
m�
i
101
68
i
675
V_ V_ o=
o
`
o N
y
o-
47.55' OF i
680
PIPE 1-EX
15" RCP
-
680
@ 1.35%
1.22'
670
g h tp
=�CO
f"I tq tp tC
=
tG tCi t0
=�QVi =
tt) '0 "7
' cx t0
Z a
jn Z�2
o can co ufi
o tN d sY
' NNE (rO
=t0
0. 0 Z
@�N<O
4r" Z 0
�'f -tOZ O
�!-to Z Z
r- (n!"
-�Q Z
��tOZ Z
���
of.pZ��
F'4p >>
? ?
1'`_-O >>
Z
�'F.O >>
Z
�jQ�a�'�
°°c
2n Z
40-_ �Z
ion
.
cnt-Z
u�Jv�t -?
Ron
son
682.75
-
9 +50 1q +00 STR106 -STR EX7
HORIZ SCALE: 1 " =50'
VERT SCALE: 1 " =5
Drainage Summary Table
Henley Albemarle County 1/20/2015
AQn
EX. GROUND
I
i
PROP. GRADE
685.
Invert Out
685
I
m�
i
101
68
i
684
675
I
675
-
SANITARY
MH -1
t
47.55' OF i
680
PIPE 1-EX
15" RCP
-
680
@ 1.35%
1.22'
670
1
670
1
1050
104
I
i
M N cV
675
-
-
_ i _.
675
105
18" RCP 97.70' C
IF 101
((
676.15
1.98
1.98% 24" RC
D 98.93' 0
106
MH -1
-
@ 0.51
0 24" RC
j
682.75
-
111
@ 0.820
i
670
i
I
-
670
15" BASIN
LO S
h
C0,01
CO NM
Lq
t..0
N
�
I -
1 683.62
-
GRAVEL FLOW SPREADER
�(0
No Scale
00
9 +50 1q +00 STR106 -STR EX7
HORIZ SCALE: 1 " =50'
VERT SCALE: 1 " =5
Drainage Summary Table
Henley Albemarle County 1/20/2015
AQn
13 +00 13 +50 9 +50 IR0STR 112 -STR + 11 +50
EX7
ST
HORIZ SCALE: V =50'
VERT SCALE: 1 " =5
Structure
Number
i
i
i
PROP. GRADE
Length (ft)
685.
Invert Out
685
Rim
Elevation
i
�JGROUND
101
680 _
i
684
675
I
675
-
7
MH -1
-
47.55' OF i
-
-
15" RCP
-
103
@ 1.35%
97.7
670
1
670
1
-
104
M
M N cV
-
-
-
682.55
13 +00 13 +50 9 +50 IR0STR 112 -STR + 11 +50
EX7
ST
HORIZ SCALE: V =50'
VERT SCALE: 1 " =5
Structure
Number
Description
Length (ft)
Invert in
Invert Out
Slope %
Rim
Elevation
Remarks
101
24" RCP
98.93
675.26
674.44
0.82
-
-
102
MH -1
-
-
-
-
683.60
-
103
24" RCP
97.7
675.85
675.36
0.51
1
-
104
MH -1
-
-
-
-
682.55
-
105
18" RCP
43.88
677.02
676.15
1.98
-
-
106
MH -1
-
-
-
-
682.75
-
111
15" RCP
47.55
674.44
1.35
-
-
112
15" BASIN
+__§Z5.08
-
-
-
I -
1 683.62
-
c a
� N
o
ti
u.i
r
W �tS
Z
J �
L Z
oa. n
4" MIN
I
C
0 50
PROFILE SCALE
BIOMIX
THE BIOMIX SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF
VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION NO. 9
BIORETENTION RATIOS. THE MIX SHALL CONTAIN 85% SAND, 10% SOIL
FINES, AND 5% ORGANIC MATER.
MAINTENANCE OF SWM FACILITIES
THE OWNER WILL ASSUME RESPONSIBILITY FOR MAINTENANCE OF ALL
BMPS UPON ACCEPTANCE OF SITE WORK.
2" R
r-4"
CONIC CURB AND GUTTER CLASS 3A,
(fc =3,000 PSI) CONCRETE
s t'
d q O
13" 4 ' Q.
4 7n
a ' d �
O 4 4. 'Q .4 d Q
\ Q:
4 as
G4
\ \ v4 d 4
6 "-- I � --6 - 2' -0" -i
COMPACTED CONTINUE 21 B STONE
SUBGRADE BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG -6 CURB & GUTTER
No Scale
CHANNEL TO RECEIVE FLOW FROM
CURB CUT WITH 2" TO 4" DROP TO
BOTTOM OF CHANNEL
[.8F IRECTION
0.5' FLOW
WATER QUANTITY CALCULATIONS:
CHANNEL PROTECTION:
Q DEVELOPED S I.F. *(Q PRE - DEVELOPED* RVPRE- DEVELOPED) /RVDEVELOPED
AREA TO THE NORTH:
7.40 CFS s 0.9 *(7.64 CSF* 0.367 ACRE /FEET) /0.316 ACRE/FEET
OK 7.40 CFS 5 7.99 CFS
RVDEVELOPED IS EQUAL TO THE TOTAL 1 YEAR RUN OFF VOLUME
'TO THE NORTH MINUS THE STORAGE VOLUME OF THE
BIOFILTER. SEE CALCULATIONS BOOK FOR DETAILS.
AREA TO THE WEST:
0.84 CFS S 0.9 *(0.91 CFS* 0.043ACRE /FEET) /0.037ACRE /FEET
OK 0.84 CFS :5 0.95 CFS
FLOOD PROTECTION:
POST- DEVELOPED 010 :9 or = PRE - DEVELOPED 010
AREA TO THE NORTH:
OK 5.26 CFS (POST - DEVELOPED Q10):5 or = 5.44 CFS (PRE - DEVELOPED 010)
AREA TO THE WEST:
OK 14.53 CFS (POST - DEVELOPED 010) :5 or = 14.90 CFS (PRE - DEVELOPED QED)
1
6' WIDE CURB CUT
).04'
a
2.1
WATER QUALITY CALCULATIONS:
SUMMARY FROM RUNOFF REDUCTION SPREAD
SHEET (SEE CALC. BOOK)
TOTAL DISTURBED ACREAGE: 0.91
PRE- DEVELOPMENT LAND COVER:
D SOILS:
0.50 AC TURF
0.41 AC IMPERVIOUS
POST- DEVELOPMENT LAND COVER:
D SOILS:
0.57 AC TURF
0.34 AC IMPERVIOUS
REQUIRED REMOVAL: 0.01 LB/YR
RUNOFF REDUCTION PRACTICE APPLIED:
AREA TO BIORETENTION #1
0.17 AC TURF
1.12 AC IMPERVIOUS
REMOVAL ACHIEVED: 1.44 LB/YR OK
ADDITIONAL REMOVAL PROVIDED: 1.43 LB/YR
(TO BE APPLIED TO FUTURE ALBEMARLE COUNTY SCHOOL OWNED
PROJECT).
>4/
i i 51.
7
- 4" UNDERDRAIN WITH
CLEANOUT (TYf ,)
EX2
41♦ TOP 681.77
INV. OUT 67
I
12.38'
EX2 -/ / 4' WIDE CURB CUT
� 10.'I�' ,
,i 31.91' i ♦i � /y
10.1' „� m d
0 4.) '
GRAVEL FLOW SPREADER (TYP.),-,
SEE DETAIL SHEET C6.2
NOTE: BIOFILTER MUST HAVE A MINIMUM SURFACE AREA OF 2869.3 SQ. FT
BIOFILTER DETAIL PLANVIEW
1 " =10' Scale
2" GRASS TURF r
ELEV. 681.10
24" BIOFILTER MIX ---
ELEV. 679.10 -�
3.0" PEA GRAVEL ---�
ELEV. 678.85
ELEV. 678.18 -
ELEV. 677.85
4" PERFORATED
SCHEDULE 40
PVC UNDERDRAIN
INLET EX 2
EX. TOP ELEV. 681.77
EX, INV. OUT ELEV. 677.80
CLEANOUT
1.00' NO.
57 STONE
NOTE: SEE CALCULATIONS BOOK FOR BIOFILTER SIZING CALCULATIONS.
BIOFILTER CROSS SECTION A -A
Vertical Scale: 1 " =2' Horizontal Scale: 1 " =10'
FABRIC OR
EQUIVALENT TO BE
PLACED OVER
UNDERDRAIN
EXTENDING 1' ON
EITHER SIDE.
EX. GRADE TOP OF BIOFILTER
683.00
CLEANOUT --
-- PROP. GRADE
2
PROFILE SCALE
HIV
`ar
y
ARCHITECTURE
INTERIORS
LANDSCAPE
CAMPUS PLANI`
1840 West Broad Street
Suite 400
Richmond, Virginia 23220
www.bewh.com
804.788.4774 phone
804.788.0986 fax
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 SE ST SE .
CHARLOTTESVILLE, VA 22902
TEL 434.295.5624
FAX 434.295.8317
www.tlmmons.com
Site Development (Residential Iinfrastructurel Technology
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015- 03033 -50
STATE PROJECT # 2 -94 -02 -101
Material Included herein Is covered by copyright. Use of this work in whole or In
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17 �tAXl 0,�;,
PROJECT MANAGER:
C. K. aatmiaw r. OTAzxSKI ,
LXc. No. 0402048507
DRAWN BY: Zr z i 5
J. S.
`�Sr4NAL CS
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/1312015 2ND COUNTY SUBMITTAL
2/2/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
ADD ALTERNATE
NOTES, DETAILS &
PROFILES
SHEET NUMBER:
C602
CHANNEL
SECTION A -A
2" TO 4" DROP
DIRECTION
FROM PAVEMENT
A
A OF FLOW
'-"
CHANNEL WITH MAX
SLOPE OF 3:1
PONDING AREA
PONfllNG 181"
r-4"
AREA ° °
�,,..
0.5'
B
VDOT STD. CLASS Al
_
° °
"n1n001
RIPRAP, BROWNSTONE
,- ENTRAINED
WIDTH 1 =1.5'
MARAFI 140N
CONCRETE
WIDTH 2= 12'
FILTER FABRIC
WIDTH = 1.0'
OR EQUIVALENT
DEPTH = 15
SURROUNDING PONDING
AREA
SECTION B -B
GRAVEL FLOW SPREADER
No Scale
WATER QUANTITY CALCULATIONS:
CHANNEL PROTECTION:
Q DEVELOPED S I.F. *(Q PRE - DEVELOPED* RVPRE- DEVELOPED) /RVDEVELOPED
AREA TO THE NORTH:
7.40 CFS s 0.9 *(7.64 CSF* 0.367 ACRE /FEET) /0.316 ACRE/FEET
OK 7.40 CFS 5 7.99 CFS
RVDEVELOPED IS EQUAL TO THE TOTAL 1 YEAR RUN OFF VOLUME
'TO THE NORTH MINUS THE STORAGE VOLUME OF THE
BIOFILTER. SEE CALCULATIONS BOOK FOR DETAILS.
AREA TO THE WEST:
0.84 CFS S 0.9 *(0.91 CFS* 0.043ACRE /FEET) /0.037ACRE /FEET
OK 0.84 CFS :5 0.95 CFS
FLOOD PROTECTION:
POST- DEVELOPED 010 :9 or = PRE - DEVELOPED 010
AREA TO THE NORTH:
OK 5.26 CFS (POST - DEVELOPED Q10):5 or = 5.44 CFS (PRE - DEVELOPED 010)
AREA TO THE WEST:
OK 14.53 CFS (POST - DEVELOPED 010) :5 or = 14.90 CFS (PRE - DEVELOPED QED)
1
6' WIDE CURB CUT
).04'
a
2.1
WATER QUALITY CALCULATIONS:
SUMMARY FROM RUNOFF REDUCTION SPREAD
SHEET (SEE CALC. BOOK)
TOTAL DISTURBED ACREAGE: 0.91
PRE- DEVELOPMENT LAND COVER:
D SOILS:
0.50 AC TURF
0.41 AC IMPERVIOUS
POST- DEVELOPMENT LAND COVER:
D SOILS:
0.57 AC TURF
0.34 AC IMPERVIOUS
REQUIRED REMOVAL: 0.01 LB/YR
RUNOFF REDUCTION PRACTICE APPLIED:
AREA TO BIORETENTION #1
0.17 AC TURF
1.12 AC IMPERVIOUS
REMOVAL ACHIEVED: 1.44 LB/YR OK
ADDITIONAL REMOVAL PROVIDED: 1.43 LB/YR
(TO BE APPLIED TO FUTURE ALBEMARLE COUNTY SCHOOL OWNED
PROJECT).
>4/
i i 51.
7
- 4" UNDERDRAIN WITH
CLEANOUT (TYf ,)
EX2
41♦ TOP 681.77
INV. OUT 67
I
12.38'
EX2 -/ / 4' WIDE CURB CUT
� 10.'I�' ,
,i 31.91' i ♦i � /y
10.1' „� m d
0 4.) '
GRAVEL FLOW SPREADER (TYP.),-,
SEE DETAIL SHEET C6.2
NOTE: BIOFILTER MUST HAVE A MINIMUM SURFACE AREA OF 2869.3 SQ. FT
BIOFILTER DETAIL PLANVIEW
1 " =10' Scale
2" GRASS TURF r
ELEV. 681.10
24" BIOFILTER MIX ---
ELEV. 679.10 -�
3.0" PEA GRAVEL ---�
ELEV. 678.85
ELEV. 678.18 -
ELEV. 677.85
4" PERFORATED
SCHEDULE 40
PVC UNDERDRAIN
INLET EX 2
EX. TOP ELEV. 681.77
EX, INV. OUT ELEV. 677.80
CLEANOUT
1.00' NO.
57 STONE
NOTE: SEE CALCULATIONS BOOK FOR BIOFILTER SIZING CALCULATIONS.
BIOFILTER CROSS SECTION A -A
Vertical Scale: 1 " =2' Horizontal Scale: 1 " =10'
FABRIC OR
EQUIVALENT TO BE
PLACED OVER
UNDERDRAIN
EXTENDING 1' ON
EITHER SIDE.
EX. GRADE TOP OF BIOFILTER
683.00
CLEANOUT --
-- PROP. GRADE
2
PROFILE SCALE
HIV
`ar
y
ARCHITECTURE
INTERIORS
LANDSCAPE
CAMPUS PLANI`
1840 West Broad Street
Suite 400
Richmond, Virginia 23220
www.bewh.com
804.788.4774 phone
804.788.0986 fax
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
919 SE ST SE .
CHARLOTTESVILLE, VA 22902
TEL 434.295.5624
FAX 434.295.8317
www.tlmmons.com
Site Development (Residential Iinfrastructurel Technology
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015- 03033 -50
STATE PROJECT # 2 -94 -02 -101
Material Included herein Is covered by copyright. Use of this work in whole or In
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17 �tAXl 0,�;,
PROJECT MANAGER:
C. K. aatmiaw r. OTAzxSKI ,
LXc. No. 0402048507
DRAWN BY: Zr z i 5
J. S.
`�Sr4NAL CS
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/1312015 2ND COUNTY SUBMITTAL
2/2/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
ADD ALTERNATE
NOTES, DETAILS &
PROFILES
SHEET NUMBER:
C602
a�
CL
LU
tV
O
O
L'L!
H
W otj
z o
LL z
x �
na. a
PLANT SCHEDULE
TREES
BOTANICAL NAME
COMMON NAME
QUE PHE
QUERCUS PHELLOS
WILLOW OAK
TAX AUT JTAXODIUM
DISTICHUM 'AUTUMN GOLD'
AUTUMN GOLD BALD CYPRESS
SHRUBS
BOTANICAL NAME
COMMON NAME
CLE RUB
CLETHRA ALNIFOLIA'RUBY SPICE'
RUBY SPICE CLETHRA
ILE SPK
ILEX VERTICILLATA 'SPARKLEBERRY'
WINTERBERRY
ITE SPR
ITEA VIRGINICA'SPRICH'
VIRGINIA SWEETSPIRE
JUN OWL
JJUNIPERUS VIRGINIANA'GREY OWL'
EASTERN REDCEDAR
GROUND COVERS
BOTANICAL NAME
COMMON NAME
PAN SHA
PANICUM VIRGATUM 'SHENANDOAH'
BURGUNDY SWITCH GRASS
NOTE: i
LIMB UP TREES TO & FROM GRADE
PLANT SCHEDULE
TREES
BOTANICAL NAME
COMMON NAME
QUE PHE
QUERCUS PHELLOS
WILLOW OAK
TAX AUT
TAXODIUM DISTICHUM'AUTUMN GOLD'
AUTUMN GOLD BALD CYPRESS
SHRUBS
BOTANICAL NAME
COMMON NAME
CLE RUB
CLETHRA ALNIFOLIA ' RUBY SPICE'
RUBY SPICE CLETHRA
ILE SPK
ILEX VERTICILLATA'SPARKLEBERRY'
WINTERBERRY
ITE SPR
ITEA VIRGINICA 'SPRICH'
VIRGINIA SWEETSPIRE
JUN OWL
JUNIPERUS VIRGINIANA'GREY OWL'
EASTERN REDCEDAR
GROUND COVERS
BOTANICAL NAME
COMMON NAME
PAN SHA
PANICUM VIRGATUM 'SHENANDOAH'
BURGUNDY SWITCH GRASS
ADD ALTERNATE #1: BIOFILT
LANDSCAPING
.
�
LANDSCAPING P
BASE B SCALE _
20
!i -
1, 0 20' 40'
1 � t
Yk
_ _..
NOTE:
I IRAD 110 TOO -r-C Tr% W =nRA n=AnG
-
i
NOTE
(' OD ALL DISTURBED AREAS.WITH
_ !, 90% TALL FESCUE /10% BLUEGRASS
APPROX.
LOCATION
ION
F
j
LANDSCAPING PLAN-
ADD ALTERNATE
t ' a 17 Iu +/ ' < i_ 1VTV'
SCALE 1
0 20'
Ptill,
" =20'
40'
�� �\v
J011
�;LTH OF
1K W, III
W'.1144 r
1/29/20 C)
1`�
4L PE A9,_0
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015 - 03033 -50
Materiel included herein Is covered by copyright. Use of this work In whole or in
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17
PROJECT MANAGER:
N. BEASLEY.
DRAWN BY:
P. TINSLEY.
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/13/2015 2ND COUNTY SUBMITTAL
212/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
LANDSCAPE PLAN
SHEET NUMBER:
Li NO
4
s
x
�
LANDSCAPING P
BASE B SCALE _
20
!i -
1, 0 20' 40'
1 � t
Yk
_ _..
NOTE:
I IRAD 110 TOO -r-C Tr% W =nRA n=AnG
-
i
NOTE
(' OD ALL DISTURBED AREAS.WITH
_ !, 90% TALL FESCUE /10% BLUEGRASS
APPROX.
LOCATION
ION
F
j
LANDSCAPING PLAN-
ADD ALTERNATE
t ' a 17 Iu +/ ' < i_ 1VTV'
SCALE 1
0 20'
Ptill,
" =20'
40'
�� �\v
J011
�;LTH OF
1K W, III
W'.1144 r
1/29/20 C)
1`�
4L PE A9,_0
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015 - 03033 -50
Materiel included herein Is covered by copyright. Use of this work In whole or in
part Is forbidden without the expressed written consent of SCWH, Inc.
PROJECT NUMBER:
2014.17
PROJECT MANAGER:
N. BEASLEY.
DRAWN BY:
P. TINSLEY.
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1/13/2015 2ND COUNTY SUBMITTAL
212/2015 3ND COUNTY SUBMITTAL
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
LANDSCAPE PLAN
SHEET NUMBER:
Li NO
FILL OPENING
RIP -STOP
CORDING
HEAVY DUTY
NYLON ZIPPER
(BOTH SIDES)
TREEGATOR 20
GALLON
WATERING BAG
DRIP HOLE
(TYPICAL)
�0/'� UPHILL SIDE
OF TREE
TREE TRUNK
HEAVY DUTY
NYLON ZIPPER
(BOTH SIDES)
TOP VIEW
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 SEWERIWATER 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.
STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION
FENCE ATTACHED TO POSTS (PRE - WEATHERED WOOD,
GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST
40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO
GREATER THAN VON CENTER. EVERY NINTH POST SHALL
CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE
FENCE AS A TREE PROTECTION FENCE.
10 MIL. TP 3.38
POLYETHYLENE 1
36"
SIDE VIEW
HEAT SEALS
NOTES:
1. 10 ML POLYETHYLENE- UV TREATED AND
REINFORCED
2. FILL OPENING ACCEPTS HOSES UP TO 3" IN
DIAMETER,
3. INSTALL TREEGATOR IN CUP - SHAPED MULCHED
TREE SAUCER PER MANUFACTURER'S
RECOMMENDATIONS.
DRIP TIMES:
2 HOLES
6 -10 HOURS
3 HOLES
2-6 HOURS
4 HOLES
1 -2 HOURS
TREE WATERING NOTES:
1. WATER ALL TREES AT INSTALLATION AND DURING THE MAINTENANCE AND
WARRANTY PERIOD. WATERING BAGS SHALL BE UTILIZED FOR TREE WATERING AND
ACCORDING TO THE REQUIREMENTS OF THE WATERING BAG MANUFACTURER.
2. WATER FOR TREES SHALL BE DISPENSED BY " TREEGATOR SLOW RELEASE
WATERING BAGS ", OR AS APPROVED EQUAL. PROVIDE ONE 20 GALLON BAG FOR 1"
TO 4" CALIPER TREES AND PROVIDE TWO 20 GALLON BAGS (2 UNITS ZIPPED
TOGETHER BACK TO BACK -50 GALLON SETUP) FOR 5" TO 8" CALIPER TREES.
3. FILL WATERING BAG ONCE OR TWICE A WEEK, DEPENDING ON TREE SIZE, SEASON
AND CLIMATIC CONDITIONS; OR AS OTHERWISE FIELD VERIFIED, AND AS DIRECTED
BY THE WATERING BAG MANUFACTURER. ONE SUGGESTED WATERING RULE IS 10
GALLONS OF WATER PER WEEK FOR EVERY INCH OF TREE CALIPER. FOR
ESTIMATED WATERING SCHEDULE OF TYPICAL SEASONAL ADJUSTMENTS FROM
MAXIMUM SUMMER WATERING INCLUDE THE FOLLOWING: JUNE - AUGUST -100 %,
SEPTEMBER -80 %, OCTOBER -50 %, NOVEMBER -25 %, DECEMBER - FEBRUARY -17 %,
MARCH -25 %, APRIL -40% AND MAY 64 %.
4. WATERING SCHEDULE INFORMATION HEREWITH IS FOR WATERING ESTIMATING
PURPOSES. THE CONTRACTOR SHALL FIELD VERIFY THE APPROPRIATE WATERING
AMOUNTS AND INTERVALS BASED ON OBSERVANCE OF TREE HEALTH, FIELD
CONDITIONS, WATERING BAG EQUIPMENT AND SEASONAL AND CLIMATIC
ADJUSTMENTS.
PORTABLE TREE DRIP IRRIGATION SYSTEM
5 I \10% ft- AA..
9
E
cal
ai
al a
r
N
0
o �
iLl
g
I L1 ca
Lu
LU 0
_J U,
LL
a a
TREE PROTECTION DETAIL
NOT TO SCALE
REMOVE ALL DEAD, BROKEN, DISEASED,
AND WEAK BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE TOP OF THE
ROOTBALL IS AT THE SAME GRADE AS
ORIGINALLY GROWN OR 1 -2" ABOVE IN
POOR DRAINING SOILS. DO NOT COVER THE
TOP OF THE ROOTBALL WITH SOIL
COIR EROSION CONTROL MAT
2 -3" HARDWOOD MULCH LAYER.
KEEP AWAY FROM TRUNK,
BACKFILL PLANTING PIT WITH NATIVE SOIL,
INCORPORATE SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES OF PIT
1310- RETENTION BASIN PLANTING - BASE BID
NOT TO SCALE
REMOVE ALL DEAD, BROKEN, DISEASED,
AND WEAK BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE TOP
OF THE ROOTBALL IS AT THE SAME
GRADE AS ORIGINALLY GROWN.
COIR EROSION CONTROL MAT
24" HARDWOOD MULCH LAYER.
KEEP AWAY FROM TRUNK,
REMOVE CONTAINER. SCARIFY
FILTER FABRIC
STONE
PIPE UNDERDRAIN
(REFER TO CIVIL)
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
REMARKS
QUE PHE
3
QUERCUS PHELLOS
WILLOW OAK
3.5" CAL
B &B
LIMB UP TO 6'
TAX AUT
1
TAXODIUM DISTICHUM 'AUTUMN GOLD'
AUTUMN GOLD BALD CYPRESS
14' HT.
B &B OR CONTAINER
LIMB UP TO 6'
SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
SPACING
CLE RUB
11
CLETHRA ALNIFOLIA'RUBY SPICE'
RUBY SPICE CLETHRA
3 GAL
CONTAINER
3' O.C.
ILE SPK
3
ILEX VERTICILLATA 'SPARKLEBERRY'
WINTERBERRY
24" HT
CONTAINER
4' O.C.
ITE SPR
13
ITEA VIRGINICA'SPRICH'
VIRGINIA SWEETSPIRE
18" HT.
CONTAINER
3.5' O.C.
JUN OWL
6
JUNIPERUS VIRGINIANA'GREY OWL'
EASTERN REDCEDAR
24" SPRD.
CONTAINER
5' O.C.
GROUND COVERS
QTY
BOTANICAL NAME
COMMON NAME
MINIMUM INSTALLED SIZE IROOT
SPACING
PAN SHA
30
PANICUM VIRGATUM 'SHENANDOAH'
BURGUNDY SWITCH GRASS
2 GAL
CONTAINER
24" O.C.
NOTE: PLANT QUANTITIES ARE IDENTICAL IN BASE BID AND ADD ALTERNATE PLANS,
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 Y3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
M1/-11Y1 F-i VI♦
TREE - STAKING SPECIFIED
REMOVE ALL DEAD, BROKEN, DISEASED,
AND WEAK BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE TOP
OF THE ROOTBALL IS AT THE SAME
GRADE AS ORIGINALLY GROWN.
COIR EROSION CONTROL MAT
24" HARDWOOD MULCH LAYER.
KEEP AWAY FROM TRUNK.
FILTER FABRIC
STONE
PIPE UNDERDRAIN
(REFER TO CIVIL)
:W
ROOT BALL
12 GAUGE GALVANIZED WIRE
�--- 3 -2 "x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8'74" 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
4" x 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH WITH MULCH
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
BIO- RETENTION BASIN PLANTING - ADD ALTERNATE
NOT TO SCALE
4 � `'
\\1
,
ARCHITECTURE
INTERIORS
LANDSCAPE
CAMPUS PLANN1Nt
1840 West Broad Street
Suite 400
Richmond, Virginia 23220
www.bewh.com
804.788.4774 phone
804.788.0986 fax
•
• 40
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
1001 Boulders Parkway, Suite 300
Richmond, VA 23225
TEL 804.200.6500
FAX 804.560.1016
www.tlmmons.com
911ft Devetopment (Raidential linfraetruaturel Technoh "y
��pyTH 0F
"AGE
LANK w.x m �
trzsno1s
Henley Middle
School Auxiliary
Gym Addition
Albemarle County Public
Schools
IFB # 2015 - 03033 -50
STATE PROJECT # 0000.00
Materiel included herein Is covered by copyright. Use of this work in whole or in
part is forbidden vAhout the expressed written consent of BCWH, Inc.
PROJECT NUMBER:
2014.17
PROJECT MANAGER:
N. BEASLEY.
DRAVM BY:
P. TINSLEY.
ISSUE DATE:
11/21/2014
COUNTY SUBMITTAL
REVISIONS:
1113/2015 2ND COUNTY SUBMITTAI
2/2/2015 3ND COUNTY SUBMITTAI
KEY PLAN:
GENERAL NOTE:
SHEET TITLE:
LANDSCAPE NOTES
AND DETAILS
SHEET NUMBER:
L1.1
T T T T T T
SPECIFICATIONS
intended tlee:
The compact LED LNC2 is designed for perimeter
illumination for safety, security and identity. This com-
pact fixture has no uplight and Is neighbor friendly
with typal mounting heights up to 15ft. Units are
supplied with an acrylic diffuser accessory that can
be used for lower LED brightness near building
entrances or other pedestrian areas. Units have pro-
tective polyester finish for long lasting appearance,
Corarductillon:
Decorative die-cast aluminum housing protects com-
ponents and provides an architectural appearance.
Casting thermally conducts LED heat to optimize per-
formance and long life. Powder paint finish provides
durability in outdoor environments,
Electrical:
• 12OV -277V universal voltage 5O /6OHz 0 -1 OV
dimming drivers
• 347V and 480V dimmable driver option in 12L
configuration
• Electronic drivers: One In 7L, 91. and 12L units
Two drivers in 18L units
• Minimum operating temperature is - 40°C / -40T
• Driver ROHS and IP66
• Drivers have greater than .90 power factor
and less than 20% Total Harmonic Distortion
LED(iii) CCT.
• 3000K CCT nominal - 80 CRI, 4000K CCT
nominal - 70 CRI, 5000K CCT nominal - 67 CRI
• 7 LEDs, 18 input watts, deliver 1389 lumens with
80 LPW efficiency at 5000K CCT
• 9 LEDs, 22 Input watts, deliver 1745 lumens with
85 LPW efficiency at 5000K CCT
• 12 LEDs, 29 Input watts, deliver 2420 lumens
with 85 LPW efficiency at 5000K CCT
• 18 LEDs, 45 Input wafts, deliver 3311 lumens at
78 LPW efficiency at 5000K CCT
Optical:
Type II, Ill and IV distributions with zero uplight; in-
dividual PMMA acrylic Was for wide lateral throw,
maximum control and efficiency; Acrylic diffuser
Included where reduced LED brightness Is desired
Lumen Maintenance:
L96 at 60,000hrs (Projected per IESNA TM- 21 -11),
see table on page 2 for all values
Installation:
Quick -mount adapter provides easy installation
to wall or to recessed junction boxes (4" square
junction box). Gasket seal and secured by two
Allen -head hidden fasteners for tamper resistance,
Designed for direct ]-box mount or conduit feed in
single SKU. Conduit feed not available with BBU.
Options:
Controls:
• Button phot000ntroi for dusk to dawn energy savings
• Occupancy sensor options available
for complete on/off and dimming control pncludes
factory installed back box)
Battery back -up option -12L configuration only -
provides 1 fc average over 16' L x 48'W or 1 to
minimum at 11' mounting height (-20`10 to 30 °C)
(see page 3); pncludes factory installed back box)
Lisgnga:
• DLC Qualified (Types III and M Consult DLC
website for more details:
• Listed to UL 1598 for use In wet locations, 40° C
ambient environments
Warranty:
Five year limited warranty (for more Information
visit: htto:/Awtwhubbelloutdoor.com/rewijrcesMarrantv/
• IES Progress Award Winner - 2013
• Building Operating Management 2014
Top Products Award - LNC2 -18LU
Battery Back -up or Sensor - See Page 2,3
A B C B E WLiightt I BBU
6.25" 1.6" 10.25" 5.6" 10.25" 7,0 / 15.0 lbs.
158.7 mm 40.2 mm 260.4 mm 142.2 mm260A mm 3.2 / 6.8 k0
SNIPPING INFORMATION
ORDERING INFORMATION — ORDERING EXAMPLE: LNC2- 12LU -5K 3.1
w w
NUMBER 1 1 i + —. 1
LNC2 Laredo 7LU 7 LEDs, 118w input, Universal 3W 3000K nominal 21 Type 11
LNC2 voltage 120 -277V 80 CRI
3 Type ill
9LU 9 LEDs, 22w input, Universal 4K 4000K nominal
voltage 120 -277V 70 CRI 4 Type IV
121.11!' 12 LEDs, 29w input, Universal 5K 5000K nominal
voltage 120 -277V 67 CRI
18LU 18 LEDs, 45w Input, Universal
voltage 120 -277V AM' A pmav
1215 12 LEDs, 29w Input, 480V vatory applications, 350 mA
12LO 12 LEDs, 29w input, 347V (txxts Ais"
Amber LEDs only available on 18W uretions, SSW only; Universal Voltage 12OV 277V
a am" bacmp only available on 12L rno s, not available for Canada
' Does not quallty for OLC
' Replace U with 11. 120U a 4 for 277V for 121. wldx 88U
° Muat order minimum alone remote contrui to pprtogram dlmmin0 setdnge, 0.10V furry adjustable dimming with automatic
daftftt caiibrailon and different time delay setdngs,120V a zi7Von ly
I-
I Bronze PC' Photocomrol
2 Black (Must specify indi-
vidual voltage)
3 Gray BBtP7 integral battery for
4 White 12L only (must specify
5 Platinum 120V or 277V voltage
in voltage category)
rated for -20'C to 3VC
SW#,' Motion sensor On/Off
control, No light output
when no motion
detected
SCPeA.' Programmable motion
control, factory default
is 10% light output
FREM
• HU®IBBLL Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864 -678 -1000
Outdoor Lighting Due to our continued efforts to Improve our products, product specifications are subject to change without notice.
0 2014 HUBBELL OUTDOOR LIGHTING, NI Ririe Reserved • For more information vlsB our webette; www.hublialloutdoeran • Primed in USA LABEDNM -SM 12114
L -I _I_
u
SCALE: 1" =
MONS
Luminalre Schedule
Description
Symbol
Label
Quantity
Manufacturer
Catalog Number
Description
Lamp
Number
Fil
Filename
lumens Per
Light Loss
Wattage
NIA
NIA
0.1:1
Cale Zone #4
+
0.7 fc
7.8 fc
Lamps
N/A
Lamp
Factor
12
LNC2.12LU.4K.4
LNC2,12 LED, 4200K, TYPE 4
12- NICHIA 4K LEDs
1
LNC2- 12LU -4K-
2288.083
0.95
28.3
43ES
A
Statistics
Description
Symbol I
Avg
Max
Min
Max/Min
Avg /Min
Avg/Max
Cale Zone #3
-l-
0.5 fc
8.9 fc
0.0 fc
NIA
NIA
0.1:1
Cale Zone #4
+
0.7 fc
7.8 fc
0.0 fc
N/A
NIA
0.1:1
I
I
EACH OUTDOOR LUMINAIRE EQUIPPED WiTH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS
SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER
OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL DISTRICTS OR
RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE —HALF FOOT CANDLE.
eovw� uJ
ARCHITECTURE
INTERIORS
LANDSCAPE
1840 West Brood Street
Suite 400
Richmond, Wr9lnic 23220
www.BCWH.com
804.788.4774 PHONE
804.788.0986 FAX
8416 Olczebrook Avenue
Richmond, Va 23228
phone: (804)262-7323
WEN fax (804)262-0021
web $its: www.srpeng.com
SIMMONS, ROCKECHARLIE & PRINCE INC.
Mechanical and Electrical Engineers
PROJECT NUMBER: 14069
Henley Middle School
Auxiliary Gym Addition
Albemarle County Public
Schools
O BCWH, Inc.
wh* or In W rabie�da willwA�thn aprraad ao=
NMI In&
PROJECT NUMBER:
PROJECT MANAGER:
TAR
DRAWN BY:
ISSUE DATE,
01/05/2015
BUILDING PERMIT
REVISIONS:
11/29/2015 BID SET
SHEET TITLE:
SITE PLAN - LIGHTING CALCULATIONS
SHEET NUMBER:
ESITE