HomeMy WebLinkAboutSDP200800031 Plan - Approved Minor Amendment 2008-07-23Location Map
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FREE 1JN10N COUNTRY SCHOOL
PERFORM22. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND
MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR.
23. THE CONTRACTOR
PLANS.
CONTRACTOR
SHALLSCALES, RULERS,
OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.
24. THE CONTRACTOR SHALL NOTIFYOPERATORS MAINTAIN r r r!, r UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT
NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR
DEMOLITION.
25. CONTRACTOR EXCLr ! OF
ANY SITE OR OTHER TRASH
CONCRETE .,r IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED.
26. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE
CONNECTION i
.• r ON
• r
, i
,
LOCATION,•, ra.COMPANIES PERFORM THEIR OWN SITE
POWERWORK UP TO A SINGLE BOX ON EACH BUILDING.
27. THE -
COMPANY• • • i AND INCLUDING
• l
CONNECTIONrPROPOSEDBUILDING.• r
PERFORMCABLE TV COMPANIES WILL THEIR OWN WORKBUILDING.
28, ALL SPRINGS SHALL BE CAPPED AND PIPED• THE NEAREST DRAINAGE DITCH OR DRAINAGE
OUTFALL. -P ,,
• r r • � � r• STANDARDS
NOTIFY
29. UNLESS OTHERWISE SPECIFIED, FINISH GRADESOF
BELOWi D FLOOR INTERIOR!• iN (FFE). GRADES SHALL SLOPE
MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER PROPOSED/EXISTING
GRADES. A DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL COLLECIT
AND DIRECT RUN-OFF AWAY FROM THE STRUCTURES.
30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT EARTHWORKI
GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS
BETWEEN THE CONTRACTOR A r OWNER, OWNER TO NOTIFY ENGINEER OF OUTCOME
NECESSARYOF CONTRACTOR'S ESTIMATE.
31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL
THAT MAY BE • O CONSTRUCTION AND SHALL BE RESPONSIBLE
FOR r FROM
, EARTH -MOVING
THE ♦ ,
ACTIVITY IS SUBJECT TO THE APPROVAL OF OWNER AND
SITE CONSTRUCTION
UPON COMPLETIONOF r PREPARATION OF -A!,
TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE
OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE
2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED
AREAS. ,,
CONSTRUCTION3. DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCEi LITTER
CONTROL ACT NO LESS THANONE LITTER REC' EPTACLE SHALL BE PROVIDED AT THE
CONSTRUCTION SITE.
4. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE
CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END SECTIONS
WHERE APPLICABLE.
STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET BOX.
6. UNLESS OTHERWISENOTED, ALL ROOF DRAINS
i INTO EXISTING AND/OR PROPOSED
DRAINAGE SYSTEMS. COORDINATE INTERGRATION OF SYSTEM WITH ENGINEER AND SITE
CONTRACTOR PRIOR TO CONSTRUCTION.
7. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARICADES SHALL BE INSTALLED BY THE
OWNER WHEN, iN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY
RE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SiGNS OR
OTHER REGULATORY DEVICES SHALL CONFORM WiTH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES, LATEST EDITION.
FREE UNION COUNTRY SCHU"OL
4220 FREE UNION Rou".
CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS
301 EAST HIGH STREET CHARLOTTESVILLE,'. • rt
tele: 434.979.7522 fax: 434.977.1194
1. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS'AND WHERE SHOWN,
CONTRACTOR SHALL, ON OWN INITIATIVE,•. ALL UNDERGROUND LINES
AND
STRUCTURES AS NECESSARY.
2. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORI
ON + +- •=c.
3. DATUM !' ALL ,, !NS SHOWN IN NATIONALit
DURING4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM
THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS, AND WATER LINES, ETC.
6. VALVES ON DEADEND LINES SHALL FoF RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE •. OF THE LINE.
7. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A
MARKUP PLANS PROVIDED OWNER OR REPRESENTATIVE
,
AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE
WITH THE REQUIREMENTS a . r IN THE,..A. AS -BUILT AS-BUILTPLAN i
EDITION.
8. ALL , • MAINS DUCTILE IRONOTHERWISENOTED.
I VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFIC;7,-.ONS, DATED
.A
2VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE aTMDAR�S, DATED 1993.
VIRGINIA
DEPARTMENT
.r.• CONSERVATION .. •EATION, DIVISION OF SOIL :•
VIRGINIA EROSION r. w
AND r r r
4. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTERL1,11ON
SPECIFICATIONS, ADOPTED JANUARY 15,1998.
t.3eneral Construction Notes for Site Plans
I PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,'NCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
AS
DRAWN •
DEPARTMENT • • • ti
REFLECT REQUIREMENTS
ANY
DISCREPANCIES
r
t
REQUIREMENTOF •
2. ALL PAVING, D AA. RELATED a., .. • :.. .
AND • •rSHALL • •
s. . It a t. f.... A .�.
• • r STANDARD � r'• OTHERWISE{ NOTED,
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE
IN ACCORDANCE WITH THE
APPROVED r
A
• '! O • r r •_r !GRADING
OR
OTHER CONSTRUCTION,
t
ALL
AREAS
A• A
SLOPESr DISTURBED •.FERTILIZED, SEEDED r MULCHED.
SLOPESALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
OF t r • • BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT is
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
s ALL ,,CONTROL SHALL•VIRGINIA, aL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
OTHERWISE7. UNLESS NOTED! SHALL•. r PIPE -CLASS
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY Wli"i OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
9. THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS CUTSIDE THE LIMITS
OF THE
NO TREE REMOVAL OR GRADING WILLOCCUR WITHIN THE 75,
SETBACK r ! THE ROUTE e EAST.
,jite
Specifics/Miscellaneous
1 . THERE IS ONE
r , r. !w*. u
TOPOGRAPHIC INFORMATION PROVIDED BY ROGER W. RAY & ASSOCIATES INC, 1717-1 B ALLIED LANE,
CHARLOTTESVILLE, 91 •TOPOGRAPHIC INFORMATIoN WASOBTAINED •-
MARCH 2004.
. ,A
2, THE BENCHMARK ON : PROPERTY IS
LOCATED
,r i • OF THE PROPERTY
■ r (NEAR A..
THE ELEVATION
.• OF BENCHMARK
,..Ar
3. NAVD 88 DATUM IS USED TO OBTAIN THE TOPOGRAPHIC INFORMATION.
COVER SHEET AND NOTES 1
EROSIONEXISTING CONDITIONS AND DEMOLITION PLAN 2
• SEDIMENT CONTROL PLAN -3
MATERIAL• AND D •
GRADINGr UTILITY PLAN
EROSION r SEDIMENT CONTROL DETAILS
SITE, UTILITY, LANDSCAPE DETAILS AND STORMDRAIN PROFILE 7
ITEM
EXISTING
PROPOSED
BENCH MARK
A.
PROPERTY! RIGHT OF WAY LINE
r'
SETBACK LINE
- - - - - - -
CONTOUR
INDEX CONTOUR
10 -
40
BUILDING
ARCHITECTURAL REVIEW BOARD
FENCE
X
GUARD RAIL
PAVEMENT
-
-� -_77- - - -u- - �-
TREE LINE
WATER MAIN LINE
- - - W - - -
W
WATER VALVE
STORM SEWER LINE
--
SANITARY SEWER LINE
- - - S - - -
INLET
- .__ - '=L
-S.___
MANHOLE
- - S -Q
UTILITY POLE
-0-
TELEPHONE PEDESTAL
0
OVERHEAD ELECTRIC
- - - E - - -
OVERHEAD TELEPHONE
- - - T - - -
EASEMENT
- - - - -- - -
BITUMINOUS PAVEMENTS
CONCRETE PAVEMENT
CURB
CURB WITH GUTTER
HC RAMP
GAS LINE
G
SWALE/DITCH
RIP RAP
a ;•�o ra •:�> o K_
S�ORM DRAIN STRUCTURE
(D
S NITARY SEWER STRUCTURE
0
ELECTRICAL WIRING LINE
UNDERGROUND ELECTRIC LINE
UNDERGROUND TELEPHONE LINE
REINFORCED CONCRETE PIPE
RCP
RCP
FIRE HYDRANTASSEMBLY
PH
FNA
SANITARY MANHOLE
SMH
SMH
STORM DRAIN MANHOLE
SDMH
SDMH
TOP OF CURB
TC
TC
BOTTOM OF CURB
SC
BC
LOW POINT
LP
LP
DROP INLET
D/
Di
WATER VALVE
WV
WV
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
CURB WITH GUTTER
CG
REINFORCED CONCRETE PIPE
RCP
LIGHT POLE
LP
YARD DRAIN
YD
SIAMESE CONNECTION
SC
ON CENTER
OC
OUTSIDE DIAMETER
OD
POLYVINYL CHLORIDE
PVC
TREE TO BE RELOCATED
TBM
TO BE REMOVED
TBR
TO BE SAVED
TBS
TYPICAL
TYP
VIRGINIA DEPARTMENT OF TRANSPORTATION
VDOT
AiR RELEASE VALVE
ARV
Site Data
TAX MAP
PARCEL:
ZONING:
PROPOSED ZONING:
• " r
t o •!
4220 FREE • ',
FREE UNION, VA • ..0
4.75 AC
TAX MAP 29P 15D
a
41
{
PLANNER/ZONING
r'
ti
ENGINEER
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
3
VIRGINIA DEPARTMENT OF TRANSPORTATION
a
HEALTH DEPARTMENT
REVISIONS
sin
BRAJESH K, TIWARI
NO. 043868
K_4_tOIVAL
I Cog
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434 979 7522
f: 434 977 1194
www.mckeecarso6.com
I
I
Eq
REVISIONS
04/21/08
IN RESPONSE TO COUNTY COMMENTS
06/112/08
IN RESPONSE TO COUNTY COMMENTS
DESIGNED HM, BT, MT
CHECKED HM
SCALE
111=20'
DATE
02/20/08
PROJECT
0801
a
ES -1, UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION
AND SEDIMENT CONTROL REGULATIONS.
ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION,
ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE
FIRST STEP IN LAND CLEARING,
ES -4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED
ON THE SITE AT ALL TIMES.
ES -5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED
ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS),
THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE
OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY,
ES -6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE PLAN APPROVING AUTHORITY.
ES -7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL
FINAL STABILIZATION IS ACHIEVED,
ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING
DEVICE,
ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP
TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
Legend
CONSTRUCTION ENTRANCE o$ og o� oa
CE E. & S. STD, & SPEC. NO. 3.02 a j a
WIRE SUPPORTED SILT FENCE -X X X -
SF E. & S. STD, & SPEC. NO, 3.05-1
SILT FENCE DROP INLET PROTECTION/
1P E. & S. STD, & SPEC. NO. 3.07-1 s
TEMPORARY DIVERSION DIKE
E, & S. STD. & SPEC, NO. 3,09
OUTLET PROTECTION oQOQ
OP E, & S. STD. & SPEC, N0. 3.18
LEVEL SPREADER
LS E. & S. STD. &SPEC. N0, 3.21
-' TOP SOILING
E. & S. STD, & SPEC. NO, 3.30
-1 TREE PROTECTION X ��
E. & S. STD. & SPEC, NO. 3:38
�� TEMPORARY SEEDING
E• & S. STD. & SPEC. NO. 3.31
PE ANENT SEEDING
�g RM
E. & S. STD. & SPEC. NO, 3.32
MULCHING
E. & S. STD. & SPEC. N0: 3,35
--- DUST CONTROL
E. & S: STD. & SPEC. NO, 3,39
I A Dl IDE
EXISTING DRA N GE V DA
LIMIT OF DISTURBANCE ..
onstruction Note for Blofifter
BIOFILTER CONSTRUCTION TQ BEGIN ONCE CONSTRUCTION OF ALL OTHER SITE ELEMENTS
IS COMPLETE. ANY DISTURBANCE MUST BE STABILIZED BEFORE BIO -FILTER
CONSTRUCTION BEGINS.
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT
QF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTIOiN.
2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED
AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS
QF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIIA
REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
3, ALL EROION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOIR TO
OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALIL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER TH,�AN
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE
BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER
FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAIL
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING
SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHEIVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN
APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT.
ANY NECESSARY REPAIRS OR CLEANUP TQ MAINTAIN THE FFECTlU` "iE. S (OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY,
10. ALL FILL MATERIAL TO BE TAKEN FROM APPROVED, DESIGNATED BORROW
AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA,
EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMP,
WOOD, RUBBISH, AND OTHER DEBRIS.
12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS QF
COMPLETION PER ZONING ORDIANCE SECTION 5.1.28
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH
SECTION 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER
EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM.
15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE
MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY
HAZARD TO PERSON, PHYSICAL DAMAGE, TO ADJACENT LAND AND
IMPROVEMENTS, AND DAMAGE TQ ANY PUBLIC STREET BECAUSE OF SLIDES,
SINKING, OR COLLAPSE.
16. THE OWNER SHALL. RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE
OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES
WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS
PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR PORTION
OF THE PROPERTY,
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHIiNG.
SEEDING IS TO BE 75 LBS/ACRE, AND IN MONTHS OF SEPTEMBER TO FEBRUARY
TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND SEREAL WINTER RYE,
OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RTYE, OR MAY THROU,}GH
AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED
AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT
SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED
AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER
SHALL BE APPLIED TO 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTIRIENT MIX,
PERMANENT SEDDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95%
KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY
BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES
ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR,
19, MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH
RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTUAL MEASURES IS T'O BE
REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF WET
STORAGE VOLUME IS FELLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE
RESEEDED WHEN NECESSARY TO ACHIEVE GOOD STAND OF GRASS. STILT FENCE
AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR
HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES,
ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION
CONTROL INSPECTOR.
71M 29 P 19
/Vow or Former�lyy
/-Eti�/PZ A, IW4. 101N
D. B• 417 PG. 366
O,B. 409 PG 69
D.B. 3.96 PG, 509
D.B. 351 PG 402
D, B 227 PG' /9 DESC.
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McKee Carson and Raid Sport Concepts, Ltd. reserve their common taw copyright and otther property rights In these drawings. All ideas, desions, sections, detalfs, and plans are the property of McKee Carson and Reid Sport Concepts, Ltd. These plans are not to be reproduced. chanced. or confed In any form or manner whatsoever, nor ore theY to be assigned to any third party Wthout first obtaining the express permWon and consent of either McKee Carson or Held
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434 , 979 7522
f: 434 , 977 1194
www.mckeecarsoh.com
or- T H
130 1 4�1 %11
BRAJESH K. TIWARI
NO. 043868
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REVISIONS
V-4
io
04/21/08
IN RESPONSE TO COUNTY COMMENTS
06/122/08
IN RESPONSE TO COUNTY COMMENTS
DESIGNED
HM, BT, MT
CHECKED HM
SCALE I"=20'
DATE 02/20/08
Vzrftffm]E�
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LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434 979 7522
f: 434 977 1194
www.mckeecarsoh.com
NLTH op
BRAJESH K. TIWARI
NO, 043868
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DATE
02/20/08
PROJECT
0801
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REVISIONS
04/21/08
IN RESPONSE TO COUNTY COMMENTS
06/12/08
IN RESPONSE TO COUNTY COMMENTS
DESIGNED HM, BT, MT
CHECKED HM
SCALE
1 =20'
DATE
02/20/08
PROJECT
0801
SHEET NUMBER
LANDSCAPE ARCHITECTS
Cownoo|wm swG|wesxa
LAND PLANNERS
801 East High Street
DRAINAGE 3VVALE t SET POSTS AND EXCAVATE A 4''X4'' 2 STAPLE WIRE FENCING TO THE POSTS. Charlottesville, VA 229U2p� 4�4.9�Y.7522
DIRECTS FLOW TRENCH UPSLOPE ALONG THE LINE ft 434.977.7194
TO SEDIMENT OF POSTS. D X 4" WOOD FRAME wvvvvmckeeunoohcum
STONE BASIN WITH GRATE www.mckeecarsoh.com
1O' MAX,
3'' BM -2 ASPHALT |
CONSTRUCTION11
A°"�^" TOP COURSE A A
1.5'
MAX.
EXISTING
PAVEMENT
O^ 21A AGGREGATE <
BASE - /'--=- |N PIPE OUTLET TO FLAT -
6'' -',' )N� w`��-' --------F|LTEg \|i| MIN, PLAN V�EYV - / AREA WITH N(} DEFINED
||" '' 7�'' '
CLOTH �~ _~°~ �/ ~~,' /_--, - CHANNEL
SECTION /\ /\
- EX�CURBOR GATHEREDGE OF ~/ //r^ ��\\[F --~---- -------'-`` EXCESS U U ~~—`
PAVEMENT �|U !\U\' \ / \/ | ----`-'- '-----`--- '~-� AT CORNERS
—ASPHALT PAVED FL0VV
-'-
VVASHRACK ^
4
( B PERSPECTIVE VIEWS
' EXTE0D* 3 ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE
�UST
WIRE FENCE AND EXTEND /T INTO THE EXCAVATED SOIL, STAKE
FULL WIDTH OF
TRENCH.
INGRESS AND
EGRESS FABRIC
OPERATION b
EXISTING
PAVEMENT
POSITIVE DRA|NAGEUUi|
\ o | TO SEDIMENT- 1111 V MIN, L
STONE --� � TRAPPING DEVICE -- `'/=��U
�----( '
CONSTRUCTION SECTION A A
| -- r - |" ^�|�U ` 7�f`~��� -
//.
ACCESS
Pi/\N VIEW
FLOW / ^' -- U|U[� ' �+
'~ «m' ELEVATION OF STAKE AND '
POSITIVE DRAINAGE - n '~-' Uy�' FABRIC O8ENTAT)ON �ETA� . KEY IN 6^'9^
12' MN TO SEDIMENT ' " FILTER CLOTH ---'~- \---REOU��END'D FOR
u"' �==^ E
/ | TRAPPING DEV/CE ' ENTIRE PERIMETER
EXTENSION OF FABRIC AND WIRE INTO THE TR5,NCH,
0 FLOW SPECIFIC APPLICATION
577-'
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
F}LTER WIRE INLET DRAINS 8 RELATIVELY FLAT AREA (SLOPE NO GREATER
SECTION B-8 CLOTHTHAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
ELVEXCEEDING 1 {�.F.G.) ARE TYPICAL, THE METHOD SHALL NOT
� sr« APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
NOTE:�rT'IN STREET OR HIGHWAY MEDIANS, NOTES`
A MINIMUM WATER TAP OF 2^|S REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5^. POINTS A S'--^~ BE '~'^' THAN POINT B.
SOURCE: N.C.
~~N' ' EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN 1. APRON LINING MAY BE RiPRAP' GROUTED A|PRAP' GAB|ON BASKET' OR CONCRETE, ~^~AY INSTALLATION
ELEVATION)
MANUAL, 1988 2. La IS THE LENGTH OF THE R|PRAP APRON AS CALCULATED USING PLATES 3.18'3 AND 3.18'4.
3. d = 1,5 TIMES THE MAXIMUM STONE 0AMETER, BUT NOT LESS THAN 6 INCHES.
�'��� K��������������
�!l T�FE�NCE�W�ITH�WIR�E S�UP�POR�TN�EA�REN�TRY DB�I�f I�T FE�NCE�DR�OP INLET PROTECTION XD_043 OUTLET PROTECTION PIPE XD -016
xlit
�� MT �32 ? �� T� N'T.S. PLAN AND SECTION N.T,S,
LAST 20' OF
DIVERSION
NOT TO EXCEED
i 1% GRADE
DIVERSION
w��o
i ��
- LEVEL SPREADER m��/ - |
_16 4k
LUN/TS OF FENCE TO
| �
STABILIZED SLOPE BE DETERMINED BY
-
- - PROJECT ENG/NEER
UNDISTURBED
OUTLET CHANNELGRADE 0%
'
~_ ��
�
SNOW z
------ i >y-�
8X6 SALT
TREATED TIMBER
��� �� >1
NOTE: ALL TEMPORARY BERMS' SVALES AND LEVEL SPREADER DITCHES MUST RECE\YE
TEMPORARY SEEDING IMMEDIATELY AFTER INSTALLATION. z
Uj
0
(] ��
�'»�
BOARD FENCE -// N
m
�
PERGPEcTNEPR N'T'G' U CORD FENCE
LU
m��n
---`--'PLAST|C FENCE ���
CORRECT METHODS OF TREE FENCING�~�y vx
z
Z<
COMPACTED SOIL
EROSION
CONTROL FABRIC
EC -3
10' ���
��
Uj
LU
38B; HayeovU|a Loam, 2 to 7 Percents Slopes 0��«
' M!N
36C' H0yesvUle Loam, 7 to 16 Percents Slopes
3703: HayeovU|e Clay, 7 to 15 Percents Slopes
/ CORRECT TRUNK ARWOR|/N(3
TRIANGULAR BOARD FENCE
~�����K��� �����������U���� ��H�'�� TREE PROTECTION AND PRESERVATION FENCING XD.021 C)_!
8����K�-�������y ��U����������U� ���K��� X0�006
DETAIL N.T.S. TP DETAIL N.T.S. I N,,T.S.
12_���
04/2l/O8
UNRESPONSE TOCOUNTY COMMENTS
O6/12/08
/NRESPONSE TDCOUNTY COMMENTS
DESIGNED
HM, BT, kT
CHECKED
HN
SCALE
1'1=20
DATE
02/2008
PROJECT
0801
OF
McKee Corson and Field Sport Concepts, Ltd we their common law copyright ond other property rights In these drawings, All Ideas, desk", sections, details, and plans are the property of McKee Carson and Held Spod Concepts, Ltd. These plans are not to be reproduced, changed, or copied In any form or n =net whatsoever, nor are they to be assigned to any third party Wthout first obtaining the express permls;s1on arid consent of either McKee Carson or Field Sport Concepts, Ltd,
'��
ID
EMBEDMENT
SPRING LINE OF PIPE
NO, 68 STONE
24"MIN
8"MIN
THREAC`r-:n of iic r1i CANInlIT- AnAo-rno
ADJ
B II`
REMAINING BACKFILL
SHALL NOT CONTAIN
ROCK MATERIAL LARGER
THAN 6" IN ANY
DIMENSION
INTIAL BACKFILLx
(6" LIFTS)
THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
HAUNCHiNG MAIN LINE
BEDDING 6" max 4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
(ALL PIPE) IN LINE
WYE -TEE
NOTES:
1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO, 21A STONE,
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68,
STONE SHALL BE PROVIDED,
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO, 68 STONE,
DETAIL
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
.i END OF
VICE LATERAL
WITH THE
KING "SEWER"
T IIN
PLAN
NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION
FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE: THE
LOWEST PIPE CONNECTED TO THE MANHOLE.
2. ALL SEWER SERVICE LATERAL CONNECTIONS INCLUDING THOSE CONNECTED TO MANHOLES
SHALL HAVE CLEANOUTS AS INDICATED.
3, GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT )
TY I AL P SERVICE LATERALC011"NE"TION
TUD -018
PLAN AND SECTION
'�I FILTPLANTING
07 PLAN SCALE V=10'
iofilter Plant Schedule _
Abv, Description Common Name Qty. Height Root Spacing
N.T.S.
gITIAL
IACKFILL
11
BEDDING
68 STONE
X STABLE SOIL ROCK
x SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE
THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE
A 4" BEDDING OF #68 STONE.
FOUNDATION IN POOR SOIL. UNDER -CUT CONDITION
INITIAL INITIAL
BACKFILL BACKFILL
8" 8.. 8., N 8»
_ MIN. MIN. _ I I
MIN MIN.#68 STONE
UNSTABLEIz-
= _=
SOIL
V ---- /\- / STABLE SOIL
#68 STONE i\�/�\�/\� OR ROCK
STABLE SOIL
OR ROCK
NOTES:
1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES,
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE
INITIAL BACKFILL.
3, THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE
TRENCH,
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES:
WATER LINE IN TALLATI BEDDING UD.010
DETAIL N.T.S.
1, CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT SEE NOTE 3
TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS 2" SURFACE COURSE
OF WORK OR NOTED NOT TO BE REMOVED, VDOT STANDARD SM-9,5ACOURSE
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR 6" COMPACTED
WITHIN DRIPLINE OF EXISTING TREES, CONTRACTOR SHALL CONTACT AGGREGATE SUBBASE
OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION VDOT #21A
EFFORTS PRIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES COMPACTED SUBGRADE
SHALL BE APPROVED BY OWNER OR LA, BEFORE ANY CONSTRUCTION
ACTIVITIES SHALL TAKE PLACE ON-SITE, CONTRACTOR TO MONITOR
TREES FOR STRESS AND/OR DAMAGE AND ADVISE OWNER, LA AND �,-,'f -_�����
TREE ARBORIST OF ANY STRESS. (jet InlE j-1
3, CONTRACTOR TO NOTIFY OWNER AND/OR LANDSCAPE ARCHITECT
48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY
NEEDED WITHIN ANY TREE PROTECTION MEASURE ALL TREE PROTECTIIQN
-ADJACENT HONEY DUST PATH
ADJACENT TIMBER WALL
EMBANKMENT
TOCP EL �
57E
3:1
SLOPE
(MAX)
MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS NOTE:
BEEN COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF 1. STONE DUST TO BE COMPACTED IN PLACE, COMPACT AT OPTIMUM MOISTURE CONTENT,
EXISTING TREES UNLESS APPROVED BY OWNER, LANDSCAPE ARCHITECT 2, STONE DUST COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION,
PRIOR TO WORK, 3. TOP OF METAL EDGING TO BE 1/4"ABOVE GRADE, TYP.
4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINEF S T
OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IIN A PD -075
MANNER SENSITIVE TO ENSURE NO DAMAGE WILL BE DONE TO THE L7 SECTION N.T.S.
10. PLANTS TO BE MULCHED WITH A 2" LAYER OF DOUBLE SHREDDED HARDWOOD, H TIMBER RE
TA AINING WALL
SECTION
PD -088
N.T.S.
C-33 CON:
SAND T
SOIL
31OFILTER BED
LEVATION
574
6" ADS
DROP INLET
TOP 575
CROSS SECTION A -A
(REFER SWM PLAN)
50% SAND/ 30% TOP
SOIL/ 20% LEAF MULCH
(SAND 0.02"-0.04" ASTM
C-33 FINE)
#8 OR #78 CLEAN -WASHED
STONE
NEEDLE -PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
#57 CLEAN -WASHED
STONE
#8 or #78
CLEAN -WASHED
STONE
NOTES:
1, STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2, CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
3. SEE PLAN VIEW FOR LANDSCAPING PLAN AND SCHEDULE.
4, BIOFILTER TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN
ST-ABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY
ERIOSION AND SEDIMENT CONTROL INSPECTOR.
1 (13F) 043
NT.S.
HONEY DUST
3/16" MAX. LUCKSTONE:
FILTER FABRIC
TOP OF METAL EDGING TO
BE 1/4" ABOVE SURFACE
ADJACENT GRADE
COMPACTED AGGREGATE 21A
f=111=1 I -(I I-1 I ISI I I -I =j (1=1 11=1 = COMPACTED S U B G R AD E
i �I i lr I, I I(l l 11ti ��i t1i t �l I l_Iir�I i t-1il_I r ll� � l{ I
NOTES:
1. METAL EDGING TO BE 1/4" SURE -LOC ALUMINUM EDGING OR SIMILAR AND SHALL BE APPROVED
BY LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION.
2.STONE DUST TO BE COMPACTED 1N PLACE, COMPACT AT OPTIMUM MOISTURE CONTENT.
METAL EDGING Al"NI'D HONEY DUST PATH
SECTION N.T.S.
576
574
580
575
570
565
560
v � �
s r
7
Use with: 6" Round Basin, E6" Corrugated Singlewall Pipe or 6" PVC pipe. 555
-
Dimensions {inches) Package List
Product # Description Color # UPC Code D H
Quantity J1 Price
0663SDB 6" Atrium GrateBlack 96942705783 6.7 5.6 i 10 ° $13.68
f
0663SDG 6 Atrium GratEe Green 1 96942705790 ) 6 7 5 6 g 10 1$13.68
n.r...vv..
m.vxw,. .
0663SDS 6" Atrium Gratre Sand 96942709859 b 6.7 5.6( 10 ($13 68 s 5 5 0
N.T.S.
IN -1 CO
0
EXISTING TREES, THE PREFERED METHOD FOR GRADINGS AREAS
LL!
WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE
0
GRADED MAY BE DONE WITH A SMALL BOBCAT OR TRACT -HOE.
0
5.
CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH OWNER AND
6"X 6"X 12' TIMBERS
c�
LANDSCAPE ARCHITECT AND/OR TREE ARBORIST PRIOR TO COMMENCING ANY
Lri
I
WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN
r . � i•C:1�_ � �11
EXISTING DRIPLINES.
REINFORCING ROD -
r-
I-
3' O.C.
6.
ALL PLANTS HAVING A QUANTITY GREATER THAN ONE -(1) SHALL BE
co
MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).
COMPACTED AGGRE
ADJACENT HONEY D
7.
CONTRACTOR TO VERIFY QUANITIES AND REPORT ANY DESCREPANCIES
a
a.
TO THE LANDSCAPE ARCHITECT.
Z
8.
IF SCHEDULED SPECIES ARE UNAVAILABLE CONTACT LANDSCAPE
Q
o
ARCHITECT BEFORE MAKING ANY SUBTITUTIONS OR CHANGES. ALL PLANT
V)
SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE
0)
Ar IL
ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL
<
SUBMIT THESE SUBSTITUTIONS IN WRITING.
Uj
9.
OWNER AND LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE AL'_L
PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL
COMPACTED FILL -
PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE
Q
i
ARCHITECT 48 -HOURS PRIOR TO DELIVERY,
10. PLANTS TO BE MULCHED WITH A 2" LAYER OF DOUBLE SHREDDED HARDWOOD, H TIMBER RE
TA AINING WALL
SECTION
PD -088
N.T.S.
C-33 CON:
SAND T
SOIL
31OFILTER BED
LEVATION
574
6" ADS
DROP INLET
TOP 575
CROSS SECTION A -A
(REFER SWM PLAN)
50% SAND/ 30% TOP
SOIL/ 20% LEAF MULCH
(SAND 0.02"-0.04" ASTM
C-33 FINE)
#8 OR #78 CLEAN -WASHED
STONE
NEEDLE -PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
#57 CLEAN -WASHED
STONE
#8 or #78
CLEAN -WASHED
STONE
NOTES:
1, STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2, CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
3. SEE PLAN VIEW FOR LANDSCAPING PLAN AND SCHEDULE.
4, BIOFILTER TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN
ST-ABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY
ERIOSION AND SEDIMENT CONTROL INSPECTOR.
1 (13F) 043
NT.S.
HONEY DUST
3/16" MAX. LUCKSTONE:
FILTER FABRIC
TOP OF METAL EDGING TO
BE 1/4" ABOVE SURFACE
ADJACENT GRADE
COMPACTED AGGREGATE 21A
f=111=1 I -(I I-1 I ISI I I -I =j (1=1 11=1 = COMPACTED S U B G R AD E
i �I i lr I, I I(l l 11ti ��i t1i t �l I l_Iir�I i t-1il_I r ll� � l{ I
NOTES:
1. METAL EDGING TO BE 1/4" SURE -LOC ALUMINUM EDGING OR SIMILAR AND SHALL BE APPROVED
BY LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION.
2.STONE DUST TO BE COMPACTED 1N PLACE, COMPACT AT OPTIMUM MOISTURE CONTENT.
METAL EDGING Al"NI'D HONEY DUST PATH
SECTION N.T.S.
576
574
580
575
570
565
560
v � �
s r
7
Use with: 6" Round Basin, E6" Corrugated Singlewall Pipe or 6" PVC pipe. 555
-
Dimensions {inches) Package List
Product # Description Color # UPC Code D H
Quantity J1 Price
0663SDB 6" Atrium GrateBlack 96942705783 6.7 5.6 i 10 ° $13.68
f
0663SDG 6 Atrium GratEe Green 1 96942705790 ) 6 7 5 6 g 10 1$13.68
n.r...vv..
m.vxw,. .
0663SDS 6" Atrium Gratre Sand 96942709859 b 6.7 5.6( 10 ($13 68 s 5 5 0
N.T.S.
IN -1 CO
0
0
LL!
0
0
0
c�
Lri
I
r . � i•C:1�_ � �11
co
CLI
r-
I-
co
FOM-OMM
1011
0
10. PLANTS TO BE MULCHED WITH A 2" LAYER OF DOUBLE SHREDDED HARDWOOD, H TIMBER RE
TA AINING WALL
SECTION
PD -088
N.T.S.
C-33 CON:
SAND T
SOIL
31OFILTER BED
LEVATION
574
6" ADS
DROP INLET
TOP 575
CROSS SECTION A -A
(REFER SWM PLAN)
50% SAND/ 30% TOP
SOIL/ 20% LEAF MULCH
(SAND 0.02"-0.04" ASTM
C-33 FINE)
#8 OR #78 CLEAN -WASHED
STONE
NEEDLE -PUNCHED
NON -WOVEN
GEOTEXTILE FILTER FABRIC
LINING ENTIRE BIOFILTER
#57 CLEAN -WASHED
STONE
#8 or #78
CLEAN -WASHED
STONE
NOTES:
1, STRIP OF FILTER FABRIC OVER PIPES TO PREVENT CAVITATION.
2, CONSULT ENGINEER/ LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
3. SEE PLAN VIEW FOR LANDSCAPING PLAN AND SCHEDULE.
4, BIOFILTER TO BE CONSTRUCTED ONLY AFTER SITE HAS BEEN
ST-ABILIZED TO THE SATISFACTION OF THE ALBEMARLE COUNTY
ERIOSION AND SEDIMENT CONTROL INSPECTOR.
1 (13F) 043
NT.S.
HONEY DUST
3/16" MAX. LUCKSTONE:
FILTER FABRIC
TOP OF METAL EDGING TO
BE 1/4" ABOVE SURFACE
ADJACENT GRADE
COMPACTED AGGREGATE 21A
f=111=1 I -(I I-1 I ISI I I -I =j (1=1 11=1 = COMPACTED S U B G R AD E
i �I i lr I, I I(l l 11ti ��i t1i t �l I l_Iir�I i t-1il_I r ll� � l{ I
NOTES:
1. METAL EDGING TO BE 1/4" SURE -LOC ALUMINUM EDGING OR SIMILAR AND SHALL BE APPROVED
BY LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION.
2.STONE DUST TO BE COMPACTED 1N PLACE, COMPACT AT OPTIMUM MOISTURE CONTENT.
METAL EDGING Al"NI'D HONEY DUST PATH
SECTION N.T.S.
576
574
580
575
570
565
560
v � �
s r
7
Use with: 6" Round Basin, E6" Corrugated Singlewall Pipe or 6" PVC pipe. 555
-
Dimensions {inches) Package List
Product # Description Color # UPC Code D H
Quantity J1 Price
0663SDB 6" Atrium GrateBlack 96942705783 6.7 5.6 i 10 ° $13.68
f
0663SDG 6 Atrium GratEe Green 1 96942705790 ) 6 7 5 6 g 10 1$13.68
n.r...vv..
m.vxw,. .
0663SDS 6" Atrium Gratre Sand 96942709859 b 6.7 5.6( 10 ($13 68 s 5 5 0
N.T.S.
IN -1 CO
0
0
LL!
0
0
0
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Lri
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SCALE H: V 20', V: 1 6'
cKEECARSO
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East high Street
Charlottesville, VA 22902
p: 434. 979 . 7522
f: 434. 977. 1 194
www.mckeecarsoh.com
�JTH op
�1011, �_,
BRAJESH K. TIWARI
NO, 043868
QSS701VAL �
REVISIONS
04/21/08
IN RESPONSE TO COUNTY COMMENTS
06/12/08
IN RESPONSE TO COUNTY COMMENTS
DESIGNED HM, BT, MT
CHECKED HM
SCALE AS SHOWN
DATE 02/20/08
PROJECT 0801
SHEET NUMBER
OE 7
-
LL!
U_
0
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CLI
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iii
F• -
REVISIONS
04/21/08
IN RESPONSE TO COUNTY COMMENTS
06/12/08
IN RESPONSE TO COUNTY COMMENTS
DESIGNED HM, BT, MT
CHECKED HM
SCALE AS SHOWN
DATE 02/20/08
PROJECT 0801
SHEET NUMBER
OE 7
-