HomeMy WebLinkAboutSDP200800066 Plan - Approved 2010-02-11HUNTERS WAY--� °P'
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O Lic. No. 035791
MAJOR SITE PLAN AMENDMENT ONALEN�.
GENERAL NOTES
OWNER/DEVELOPER:
JOHN FLEVARAKIS
DEPARTMENT OF COMMUNITY DE LOPMENT
1524 ROSA TERRACE
Descd rion of Revision (all changes listed)
CHARLOTTESVILLE, VA 22902
0 4/15/08
TELEPHONE. (434) 296-7211
ALL
FAX: (434) 296-8885
ENGINEER:
COLLINS ENGINEERING
2 8n9/08
800 E JEFFERSON STREET
ALL
CHARLOTTESNLLE, VA 22902
Revised per SRC cammenls
TELEPHONE. (434) 293-3719
HEALTH DEPARTMENT
FAX: (434) 293-3719
o
CONTACT MR. SCOTT COLLINS, P.E.
EMAIL: scottftollins-engineering.com
TAX MAP NO.:
78-4981
ACREAGE:
2.187 AC.
ADDRESS:
2330 HUNTERS WAY
CHARLOTTESVILLE, VA 22911
ZONING
HC (HIGHWAY COMMERCIAL)
PROPOSED AREA:
12,000 SQ. FT.
BUILDING FOOTPRINT..
2745 SQ. FT EXISTING BUILDING
978 SQ. FT. EXISTING SHED
12,000 SQ, FT. PROPOSED
15,723 SQ. FT. TOTAL
USE:
WAREHOUSE/ WHOLESALE
MAXIMUM EMPLOYEES:
15
BUILDING HEIGHTS-
EXIS77NG BUILDING HEIGHT = 14'
o
MAXIMUM PROPOSED BUILDING HEIGHT SHALL NOT EXCEED 2 STORIES BUILDING HEIGHT IS 31"
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
MIDDLE RIVANNA RIVER WATERSHED
TOPO & SURVEY*
TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR COMMONWEALTH LAND SURVEYING IN MARCH,
2008.
AREA:
NAD83
LIGHTING:
BUILDING -MOUNTED LIGHTS ARE PROPOSED AS SHOWN. LIGHTS PROPOSED ARE FULL CUT-OFF LIGHT FIXTURES.
PARKING:
REQUIRED:
1 SPACE PER EMPLOYEE + 1 SPACE PER EACH 500 SQ. FT. OF FLOOR AREA OPEN TO THE PUBLIC FOR
X
CUSTOMER PARKING
UP TO 15 EMPLOYEES x (1 SP/EMPLOYEE) + 1000 SQ, FT, OPEN TO PUBLIC x (1 SP/500 SQ. FT.) _
17 SPACES
u
PROVIDED: 19 PARKING SPACES -
SETBACKS,-
ADJACENT TO HUNTERS WAY RIGHT -OF- WAY.,
>
3O' BUILDING/ STRUCTURE SETBACK
10' PARKING/ LOADING SETBACK
ADJACENT TO RURAL AREA (WESTERN PROPERTY LINE)
z
50' BUILDING/ STRUC77JRE SETBACK
5
20' PARKING/ LOADING SETBACK
20' BUFFER ZONE - NO CONSTRUCTION ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION.
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SCREENING TO BE PROVIDED PER SEC77ON 327.9 OF THE ZONING ORDINANCE.
U77LI77ES•
THIS SITE IS OUTSIDE THE JURISDICTIONAL AREA FOR ALBEMARLE COUNTY SERWCE AUTHORITY. NO NEW
PLUMBING FIXTURES ARE PROPOSED IN THE ADDITION. EXISTING WELL AND SEP77C SYSTEMS WILL REMAIN
AI
UNCHANGED.
NO TE:
THIS SITE PLAN AMENDMENT SHALL HAVE ONLY ONE ESTABLISHMENT ALLOWED, UNLESS A BOUNDARY LINE
d'
ADJUSTMENT HAS BEEN APPROVED THAT WOULD ALLOW AN INCREASE IN THE SQUARE FEET OF LAND OVER
120,000 SF. THIS INCREASE WOULD ALLOW TWO ESTABLISHMENTS
SHEET INDEX
TITLE
COVER SHEET
EXISTING CONDITIONS & DEMOLITION PLAN
ENTRANCE CORRIDOR SITE PLAN
SITE PLAN
SITE PLAN DETAILS
DRAINAGE AREAS
STORMWATER MANAGEMENT PLAN
STORMWATER MANAGEMENT PLAN
EROSION & SEDIMENT CONTROL NARRATIVE
EROSION & SEDIMENT CONTROL PLAN
EROSION & SEDIMENT CONTROL DETAILS
LANDSCAPE PLAN
LANDSCAPE DETAILS
LIGHTING PLAN
LIGHTING DETAILS
Revision Index
DATE
DEPARTMENT OF COMMUNITY DE LOPMENT
Rev. Date
Descd rion of Revision (all changes listed)
Sh.%Revised
0 4/15/08
Initial submisml
ALL
1 N3WN
Revised per County comments
ALL
2 8n9/08
Revised M new layout
ALL
3 10/13/08
Revised per SRC cammenls
ALL
HEALTH DEPARTMENT
o
SHEET
T-1
E-1
S-1
S-2
S-3
DP -1
SWM -1
SWM -2
ESC -1
ESC -2
ESC -3
LL -1
LL -2
LL -3
LL -4
SDP -2008-66 & WPO -2008-40
RIVAN NA DISTRICT ==r
9
ALBEMARLE COUNTY, VIRGINIA
APRIL 15, 2008 e
SHEET LAYOUT
SCALE: I" == 200'
CURRENT DEVELOPER
JOHN FLEVARAKIS
1524 ROSA TERRACE
CHARLOTTESVILLE, VA 22902
ENGINEER
COLLINS ENGINEERING
800 EAST JEFFERSON STREET
CHARLOTTESVILLE, VA 22902
240,55
VICINITY MAP
SCALE: 1" = 2500'
EXIS77NG CULVERT
CULVERT
DROP INLET & STRUCTURE Na
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC -3A DITCH
DEPTH OF EC -3A DITCH
EC -2 DITCH
DEPTH OF EC -2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVA nON
7BC DEN07ES TOP/BACK OF CURB
TIB DENOTES TOP OF BOX
DATE
DEPARTMENT OF COMMUNITY DE LOPMENT
PLANNER/ZONING
o2 11 �o
ENGINEER
_ Z7_ O
INSPECTIONS
ARB
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DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE A THORITY OJIj
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HEALTH DEPARTMENT
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APPROVALS
DATE
DEPARTMENT OF COMMUNITY DE LOPMENT
PLANNER/ZONING
o2 11 �o
ENGINEER
_ Z7_ O
INSPECTIONS
ARB
dt oy
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE A THORITY OJIj
VIRGINIA DEPARMENT OF TRANSPORTATION
p 2 0
HEALTH DEPARTMENT
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082014
SCALE
AS NOTED
SHEET NO.
T-1
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'N. ACC I - - - - -- NOTES:
/ D.B. 1 , \ i. VERTICAL DATUM IS NAD 83. SEE THiS SHEET FOR LOCATION OF BENCHMARK.
2. TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED BY LICENSED LAND SURVEY COMMONWEALTH G
LAND SURVEYING IN MARCH, 2oo8. TOPOGRAPHY WAS VERIFIED BY COLLINS ENGINEERING IN APRIL 2008.
\ 1 ` 3. THERE ARE NO FLOODPLAIN LIMITS LOCATED ON THIS SITE, PER FEMA MAP #51003Co295D, DATED
/ \ 02-04-2005. IN ADDITION, NO STREAM BUFFERS ARE PRESENT ON THIS SITE. S TT R COLLINS%
4. NO MOVEMENT OR STORAGE OF HEAVY EQUIPMENT AND MATERIALS SHALL BE ALLOWED WITHIN THE OU Lic. No. 035791
TREE PROTECTION AREAS.
lv�l�/ e,
ISSI
ONAL
TMP 78-49C
\ _ _ LOT 3 /
\ \@EVER, RICHARD OR DIANA
/ 1 \
2.44150 AC.
ZONEI�-Lf-
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POPLAR TO N Z n w p
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44
BE)zo"HI1 ORYT0 \ \ \ / (Ac Z W
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50' BUILDING SETBACK LINE ORv I \ \ — f / �- DTH RIGHT -OF- AY / Q
TOR /
� � NATURAL CRITICAL SLOPES �-
N /88�/
/ \ IS
(E)74" HK:KOR TO BE _
EMOVED
/ - - \-
, REMAI \ (2y"HK'KORVTO \ _..._ � / / -� m m m m p
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VtEMAM \(. ry \ r pow, m
(E)�•� \ (E }8"HICKORY'TD
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EREMOVED � `--
(E)�e"HhCkORV TO '--- - "i ,,, F�,i'1MANMADE CRITICAL SLOPES
-. ___. f
-"-- BEREMOVED PER SITE PLAN SDP -83-001
__44 If
00 011
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(E)oB"CYDAR TO \' ., /.yp ,f /� \ \ � � �✓l I I '� L�
(E)s8"HICKORYTO T P / Cl Y'c7BI / 1# _ M
— / o °IN O(1R BE REMOVEe \ BE REMOVED. LOT 2A .,. .. _..- _ _. (EMOV V\ ` t '� /CO 430—
b
R "-
TMP 78-49 e \ \ \ \ \, -2.1.87 ACRES qF,; ^ m N
HARTMAN, J LEONARD ' I (MPFIICKORYTO
I \ \ " BE RENIOVFD..
a M y
28.61 AC. / _ EXISTING TREEOMJE ,. 5 - ^�1�1$-
` V
_ _ I o
ZONED: RA
USE: RESIDENTIAL ,KORYTOBE
TREEPROTECAD\ ORYTOBE REMOVEEXISTING ACCESS EASEMENT
REMOVED
E ''`:rT4:@,. ". • l LG ' ' 1
D.B. 190; PG. 336 AR O I\ \ \ (E)a$'HKKORYTOBEiiEMU\D w Z
PROVIDES ACCESS TO TMP 79-50 I
\ \
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t�
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-ELDER LL
COLEMAN 4N Z O "
S91, 3.6 AC. �\ � Q J
1 ZON�D: LI \ �l
MANMADE CRITICAL SLOPES •\ \ 1..., Z
/ \ \ '� - _ PER SITE PLAIN SDP -83 001 _ _ _ - - I , \ W
USE: LIGHT INDUSTRIAL
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/ \ E)>t AR - / _� ,�11 -. (E) PARKING AREA \ W Q `o
(E)m HKKORV-T ( �� 1 1 I 1 � L' o
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22- 7 C^ W
DAR ^� \ 0.6 s
_ i I E TO
<1 _ -� REMAI 1 1 c
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I -q Z
O9
CED(.RTO.\ +9• ` EKISTING 11 STORY BRICK 8 METAL BUILDING 1 - R
BER 39'33'44" \ v
5 7 64 I 'r R- 80.0'
W
(j 2330 ;' I I�' T - 100.7'
FFE=424.67 �; 0 I L= 193.3' \ \ \ U L'•"1 -6
� Z o
IN.BLDG.SETBACK
■ /� 1 U E
422 24!
SANG SH -"TOP: 42 .02, '\� ' /'/ J / - , \
\\ \ \ \ IN: 413.92 \ �� `1, 1 ._-.._ I 1 D' Z o
--- -� MIN. PARKINGISETBACK QD' \� $ 0/413.82 \\ EXISTING WELL m 1 (REM
E)l Ni, ARKING�SET AC \ \ \ \ W
Q \ / BENC RK USG S '., `
I P OF B?)X= 420.02' \ wln I E —
_ MIN. BLDG. SETBACK jD' \ // \ !� (E) PAR KIF�G ARE - \0 TOP 18`. \ \ \ \ x
1 \ \\ \ \ N
\ P,'l \y
GLLu -
"qCn \\ \\ ` L _ _ _ — —�� �r pry.. \\ ,lk1 \ \ \ \ \ 0 f-- o
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J C/]
T:1 411 93
—41 �-) \ MANMADE CRITICAL SLOPES OG
PER SITE PLAN SDP -83-001
'N
00
II - \ I \\ 0GRAPHIC SCALE 3-aBHICKORI m uo
,MAIN 6
0 0 10 z 3
40
]OB NO. m
d U a
I \/
+ \ \ \ 082014 0
( IN FEET) \ - TMP 78�49B 5E° \ \ SCALE o
/LOT 28 I \ \ \ \
1 inch = 20 ft. o
_ 440 \ � VIRGINIA L�CHOOL BOARDS ASSOCIATION I \ \ \ \ 1' - - 2D'
"
1.896 AC. % \ \ \ \ SHEET NO. a
_ \ ZONED: Hd q
E-1
USE: COM ERCIAL F
LIST 1: GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
77?ANSPORTATI0N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF
THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIRCADONS AND
STANDARDS OF VOOT UNLESS 07HERWISE NOTED.
3. EROSION AND SILTATION C0N7R01 MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2.-1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3-1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL
Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WI771 THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS //I-
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
BLASTING NOTES
1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND LOCAL LAWS ORDINANCES RULES AND REGULATIONS OF THE AUTHORITIES
HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE
OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORK.
2. ALL FEDERAL, STATE; AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED
TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND/OR DEVELOPER.
3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO
BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT
TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES
ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE.
4. PROPER N077FICA77ON SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE
PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS.
5. BLASTING ON SATURDAYS SUNDAYS AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL
WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY.
6. WHENEVER SLAS77NG WILL BE UNDERTAKEN IN THE VICINITY OF AN EXIS77NG UTILITY, IT SHALL ONLY
BE DONE WITH DIRECT "ONSITE' SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF
BLASTING OPERA77ONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
DRAINAGE
1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI771
A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4S) TO BE PROVIDED AS INDICATED ON
THE PLANS OR WHERE FIELD CONDITIONS INDICATE
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG774
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
07HERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PAVEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE I, ll, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT 774AT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC -250 0 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT- POSTS, WALLS SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WI7HIN THE RIGHT OF WAY. ONLY )HOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
(VARIABLE WIDTH)
,., PSI AT 28
DAY OR O
4' 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
Bx11' CONCRETE SLAB
7' THICK
SLOPE TO DRAIN TO GUTTER
30DO psi @ 26 days (min)
CLASS A3 CONCRETE WITH
6'x6' W2.1xW2.1 WWFAND
BROOM FINISH
21-A. T THICK
DUMPSTER DETAIL'
'NOTE: PLEASE SEE ARCHITECTURAL PLANS FOR DUMPSTER
ENCLOSURE DETAIL.
Bx11' CONCRETE SLAB
T THICK
SLOPE=TOWARDS
PARKING LOT
3000 psi ® 28 days (mh)
CLASS A3 CONCRETE WR71
6'x6' W2.IxW2.1 WWF AND
BLOCK RETAINING WALL DETAIL
N TO SCALE
NOTE.. (1) CONCRETE ro BE 4000 P9 MINIMUM COMPRESSIVE STRENGTH.
(2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS).
(3) PE -IN AND OU7TALL DRAINAGE PIPES V THE ROADSIDE DITCH ALOVC HUNTER -S WAY.
'Table 4:
R=2'
lot
d Design (VDOT PavemarN Design Guide)
Design
SSV
10 1137 15 15
{U Ia�rc.No. 035
R. COU
I i
1D. A 10119/ori
Sub -base b I a ,R.
sm9.5 12 12.25 Ibin25 10 12.25 121A 16 10.6 18.10
,Table 3: Traffic Generation SummarY__.._.._-_
NOTE:
l;�:
�..;: 6' ro 1'
ISTING
BLOCK TO BE
-
ATE
Traffw Generation Summary
PAINTED TO
Use
,
ADTTunit
MATCH BLDG
Source
W
(employees)
' DRAINAGE PIPE
��lS?IIF
entrance to existing parldng lot
ON BACK 90'F OF
15
0.55/emplo
8.25
PCE 71h Edition for Land Use Code 150
WALL
1e
/4 BARS O 12'
yERBCAI. 48' ar
CELL FILLED NTH
VAR.aunt
GUWOAEm
SEE
97E
PLAN
MAX
HT. -4'
dBLOCK WAD.
RI
(6LDOK cats TO BE LI
AILLD 10TH OnWxErb --� 4' I
D
6' DRAWAGE APE
ON BACK SIDE OF
GALL
COMCRE7E BASF
•a.� it
il^'R_T�.:�. i1�,
µ C-0
EACH WAY18
CONCRETE TO BE AJ IF
CAST IN PLACE, 4,0000 PSI -
AO 0 1TION
I
IF PERCAST.
6'
�I
.� 4' IMin. o _a° 90
BLOCK RETAINING WALL DETAIL
N TO SCALE
NOTE.. (1) CONCRETE ro BE 4000 P9 MINIMUM COMPRESSIVE STRENGTH.
(2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS).
(3) PE -IN AND OU7TALL DRAINAGE PIPES V THE ROADSIDE DITCH ALOVC HUNTER -S WAY.
'Table 4:
R=2'
lot
d Design (VDOT PavemarN Design Guide)
Design
SSV
10 1137 15 15
{U Ia�rc.No. 035
R. COU
I i
1D. A 10119/ori
Sub -base b I a ,R.
sm9.5 12 12.25 Ibin25 10 12.25 121A 16 10.6 18.10
,Table 3: Traffic Generation SummarY__.._.._-_
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-
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Traffw Generation Summary
L i eation
Use
Num Unas,
ADTTunit
A,DT
Source
W
(employees)
��lS?IIF
entrance to existing parldng lot
Warehousing
15
0.55/emplo
8.25
PCE 71h Edition for Land Use Code 150
1e
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STANDARD CG -2
NO SCALE
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TMP 78-49C / / I 1 1 1 \ \ / / C) SC R. C0111NS'7.
LOT 3 \ \ 1 11 1 \ Z:A60 AC. / / / / -- LOP 3 6-49C / / AIda No. 0357914
EVER RICHARD OR DIANA /
1( \ 11\\\ \ ZONED -LI- ry 1 \ 11 - - r-h,�er
/ / \ 1 '\ k2_4 , RICHARD OR DIANA
v USE: COMMERCIT \ / / g ( \` 2. 0 AC. glO ZONED COw�L
- / NAL
USE: OMMERC/ /
\\ M
\ \ y \ RE- DEVELOPMENTDRAINIco
/�-FPLOWING TO LOGTION.OF / \
PROPOSED BiOFILTER / / / / / / / / /�\ \ \ \ \ \ I \ \ \ \� \\ \ / / / / / / / /
��ST- E
DOO.8L0 E(\\
Tc-�7- 7.0-min/goo
vOi m g V
;o8
29 \. \ PRE �EUELOPME�
I�- - ` $ N u,
\ �\ \ �• = 1.13--Ac-
CW
-A /
\ \ \ \ CW =--0.30 - - _442
`Tr 9.0min=40�j/ //// `ago \\ // // / W a
/ /Ice
'430 I
1
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\ \ \ •2 e o, o a .m.
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i a COIL M79 ELDER LL
Z / I
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J \ I ZON44D. LI
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\ \ USE:1 LIGHT INDUSTRIAL
\ - / \ \ 3.6 AC. \
1 IZON6D: L �
ARG 1 \ J ,. \ 1
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\ �\ • i • \ _ 1 PA� C I
f \ l55 $ 1 \ I � •nj
\ I R�h2 \ I \ \ 2 \
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\ \ \ \ ap mUT.{1J$\\
/ -Yep
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-414-'
I J
I -410- b s I \ \ \ \ I \ \ / \ -4 t W w
c c.
� \ \ Qt z
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I \
PRE -DEVELOPMENT: _ I \ \ POST-BE'VELOfi'MENT. - - - �s I \ \ \ a z oz
TMP w
78 498
OT zE .... \ SCALE: 1 "=30 QSCALE: 1"=30' 9 N
PRE -DEVELOPMENT CALCULATIONS:
DRAINAGE
AREA:
D.A.=
1.13
ac.
Cw =
0.30
Cw =
Tc =
9 min.
(100' OLF ® 25%)
12 =
4.3
in./hr.
110 =
5.6
in./hr.
1100 =
7.3
in./hr.
6.1
in./hr.
(should be between 80% and 120%)
Q2 =
1.46
cfs
=
1.90
Cfs
Q700 =
3.09
cfs
1.32
CfS (ROUTED
THROUGH BIOFILTER)
POST- DEVELOPMENT CALCULATIONS
DISTURBED
DRAINAGE
AREA:
D.A.=
0.82
ac.
w
Cw =
0.59
m c
(roughly 0.82 ac, of the sae's 2.19 ac. parcel w a be daturbad)
Tc=7min.
W
0.8
12 =
4.7
in./hr.
z
110 =
6.1
in./hr.
(should be between 80% and 120%)
1700 =
7.9
in./hr.
100%
(should be 909/6 or better)
c
Q2 =
1.32
CfS (ROUTED
THROUGH BIOFILTER)
Q10 =
1.99
CfS (ROUTED
THROUGH BIOFILTER)
Q100 =
3.80
CfS (ROUTED
THROUGH BIOFILTER)
S
w
Table 12: Water Quality Compliance table
WATER QUALITY COMPLIANCE
YyI
W
a
Project area (acres)
w
project area
m c
(roughly 0.82 ac, of the sae's 2.19 ac. parcel w a be daturbad)
E"
W
0.8
area captured
F
0.82
z
cc
Table 14: Detention Compliance table
O
Z
(should be between 80% and 120%)
U
Table 12: Water Quality Compliance table
WATER QUALITY COMPLIANCE
YyI
a
Project area (acres)
project area
0.8
(roughly 0.82 ac, of the sae's 2.19 ac. parcel w a be daturbad)
(roughly 0.82 ac. of the site's
2.19 ac. parcel will bei disturbed)
0.8
area captured
x
0.82
100%
U
(should be between 80% and 120%)
percent capture
100%
(should be 909/6 or better)
c
G
IF, factor
E
1.0
Ulr
(1.0, or 0.9 for sites in the development areas wheree existing imperious cover is greater than 20%)
a�
o i
w
Qv)
S
w
��
w tl
F_ Z
a.
renerla
Detained Areas
Q
Ravage Arm
1 1.13
1 1.48
1
0.82
1 2.29 1 1.32
s
U
Drainage Area
0.00
-
0.37
1 0.39
E
u
c>CII
facary name
'8
.E
@
facaly type••'
5
5 rerrerla
proposed Bolster
0.82
0.30
0.59 45%
32.5
Biofllter I (Bordalfioat) 50%`1
80 1
2.5 Min. floor area of 527 of is
achie ed.
DETENTION COMPLIANCE- 2 Year
YyI
a
Project area (acres)
0.8
d�
(roughly 0.82 ac, of the sae's 2.19 ac. parcel w a be daturbad)
area detained (acres)
0.8
x
percent capture
100%
U
(should be between 80% and 120%)
°9
c
c
G
E
Ulr
a�
o i
w
Qv)
S
w
��
w tl
F_ Z
a.
renerla
Detained Areas
=%
Ravage Arm
1 1.13
1 1.48
1
0.82
1 2.29 1 1.32
Undetained Areas
U
Drainage Area
0.00
-
0.37
1 0.39
Pre -Development < Pmt4)0,Mopment In Z o�
1.46 1.71 aI Y {
Table 14: Detention Compliance table
mij w
od
n-
• imperious area before development in designated growth areas can be a minimum 20%
•' this is most often NOT the entire property, but the portion at the property within the subjeeet 6aini ge area, or the drainage area to the facility
- see Table 13
DETENTION COMPLIANCE -10 Year
YyI
a
project area (acres)
1.0
d�
(roughy lac of the site's 2.19 ac. parcelw a be disturbed)
W
1.1
x
perceracepture
yE
U
<
ac
°9
c
c
G
E
Ulr
a�
o i
w
Qv)
S
w
��
w tl
F_ Z
a.
U
Detained Areas
=%
z
W
1 1.90
1
0.82
1 2.97 1 1.99
Undeteined Ames
U
Pre -Development < Pmt4)0,Mopment In Z o�
1.46 1.71 aI Y {
Table 14: Detention Compliance table
mij w
od
n-
• imperious area before development in designated growth areas can be a minimum 20%
•' this is most often NOT the entire property, but the portion at the property within the subjeeet 6aini ge area, or the drainage area to the facility
- see Table 13
DETENTION COMPLIANCE -10 Year
project area (acres)
1.0
(roughy lac of the site's 2.19 ac. parcelw a be disturbed)
area detained (acres)
1.1
perceracepture
113%
(should be between 80% and 120%)
m
8
a.
rerrorks
Detained Areas
Ramage Area
1 1.13
1 1.90
1
0.82
1 2.97 1 1.99
Undeteined Ames
Drainage Area
0.00
-
0.37
1 0.52
w
a
w _n
O N .
m
w Sv
U 00
00 « -`
`a c6
E -
bZ W
3.9
n =/ 0
a
NOB NO. w c
x`-
082014 0`
N j
SCALE o ._
v
Pre -Development < Post -Development 1" = 30' o
1.90 2.51 m
o u
SHEET NO. n
SWM -1 w
MASTER DESIGN STORM SUMMARY Required Forebay Volume Calculations VARIES PER PLAN
Default Network Design Storm File, ID Albemarle Co. De
Rainfall
Scientific Name
Return Event Type
IDF ID
------------ ---------------
Dell 2 I -D -F Curve
----------------
Albemarle Co- 2
Dev 20 I -D -F Curve
Albemarle Co- m
Devmo I -D -F Curve
Albemarle Co- _
MASTER NETWORK SUMMARY
Modified Rational Method Network
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Minimum Forebay Volume= 0.25 inches per impermous acre
Forebay Depth to range from 4'£'
Weighted C Value= 0.59
Total Area Controlled- 0.82 ac.
Impervious Area= 0.48 ac.
Minimum Forebay Volume= 438 cf
Scientific Name
Max
Caliper
Return HYG Vol Opeak Opeak Max WSEL Pond Storage
Node to
Type Event ac -ft Trun
hrs cis ft
----
ac -ft
_________________
BIOFILTER
____ ______
IN POND 2 .022
.2170 2.29
(a)
BIOFILTER
IN POND 20 .029
.2170 2.97
Contours (sf)
BIOFILTER
IN POND 10o .o47
.2170 4.82
0
BIOFILTER
OUT POND 2 .013
.263o 1.32
420.77 .014
BIOFILTER
OUTPOND ao .o2o
.1S40 1.99
420.84 .oa6
SIOFILTER
OUTPOND 100 .038
.1400 3.80
42a.00 .020
DRAINAGE
AREA 2 .022
.2267 2.29
421.5
DRAINAGE
AREA = .o2g
.2267 2.98
0
DRAINAGE
AREA Zoo .o47
.aa67 4.83
612
*OUTFALL
ICT 2 .oa3 .1630 2.32
2,165
-OUTFALL
ICT m .020 .1540
1.99
422
*OUTFALL
ICT ion .o38
.a400 3.80
0
Minimum Forebay Volume= 0.25 inches per impermous acre
Forebay Depth to range from 4'£'
Weighted C Value= 0.59
Total Area Controlled- 0.82 ac.
Impervious Area= 0.48 ac.
Minimum Forebay Volume= 438 cf
BIOFILTER PLANTING LIST
Abb.
Scientific Name
Common Name
Caliper
Area of 6iofilter
Comments
Elevation
Areas of Forebay
Volume
Elevation
& Forebay
Volume
(a)
Contours (so
(co
(It)
Contours (sf)
(cl)
420
360
0
420
636
0
420.5
501
214
421
1087
851
421
655
502
422
1554
2,165
421.5
0
612
422
0
2,165
421.5
0
612
422
0
2,165
421.5
0
612
422
0
2,165
421.5
0
612
422
0
2,165
Volumes Brea calculated using the Conic Method for calculating resenoir
1Ctumes.
50
BIOFILTER PLANTING LIST
Abb.
Scientific Name
Common Name
Caliper
Size
Comments
10 -YR
CANOPY:
Total
Quantity Cana
UNDERSTORY TREES
NSY
I N ssa S Ivatica
Black Gum
2"
181
1
181
HVI
IHamamelisVirginiana
Common Witchhazel
6'
113
1
113
SHRUBS
CA
Clethra alnifolia 'Hummi gird'
Hummingbird Summersweet
24" ht
16
6
96
VBD
N
Viburnum Dentatum
Arrowwood Viburnum
3'-4'
31
3
93
IG
Ilex Glabra'ShamrocW
Shamrock Inkberry Hol
30" ht
23
5
115
VP
Viburnum plicaturn tomentosum'Mariesii'
Doublefile Viburnum
36" ht
50
4
200
TOTAL _
_
_
___
798
General construction notes for Stormwater
Management plans
1. All dams and constructed fill to be within 95% of maximum dry density and
2% of optimum moisture content. All fill material to be approved by a
geotechnical engineer. A geotechnical engineer is to be present during
construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management
facilities.
3. For temporary sediment traps or basins which are to be converted to
permanent stormwater tmonagement facilities; conversion is not to take place
until the site is stabilized, and permission has been obtained from the County
erosion control inspectow.
100 YEAR
W.S.E.=421.00T
0.50,
TOP OF FOREBAY DAM AT .
AN ELEVATION= 421.00
FOREBAY SPILLWAY
ELEVATION= 420.50
�VDOT SID. EC -1 CL. 11
RIP -RAP LINED EMERGENCY
SPILLWAY WITH GEO-TEX77LE
UNDERLAYMENT
EASTERN FOREBAY SPILLWAY
100 YEAR
W.S.E.=421.00
3` OF PEA GRAVEL
SHALL BE PLACED
BETWEEN THE nLTER
MEDIA AND 774E
UNDERDRAIN MEDIA
ELEV=
420.0' 25'
MIN.
1.5'
MIN.
ROCK WEIRS
TOP ELEV=421.50
BOTTOM OF BI0F7L TERJ
416.00
UNDERDRAIN GRAVEL
(AASHTO M43 MIN.
1 ABOVE & BELOW
UNDERDRAIN PIPE)
2.5' \2-
- - - - -
3`
3'
TOP OF DAM WDTTl= 8'
AT AN ELEVATION= 422.00
WATERTIGHT, THREADED
PVC CAP
4` SOLID PVC
CLEANOUT PIPE
-_
BIOFILTER MIX
FROM 'LUCK STONE'
OR EQUIVALENT
- NO. 78 STONE COMPACTS
NO. 57 STONE COMPACTED
`- NO. 78 STONE COMPACTED
6', SCHEDULE 40, PERFORATED
BlOHLTER SECTIONPLANU SPVCDLOPERAINTO DRA NCED PER
NTS
PRINCIPLE SPILLWAY N
ELEVA DON= 420.50
100 YEAR W.S.E.=421.00- --VDOT S7D. EC -1 CL 11
RIP -RAP LINED SPILLWAY
WITH GEO-TEX7ILE
UNDERLAYMENT
PREVCIPLE SPILLWAY
CLEAN-OUT W/
WATER 77GHT
CAP (TYP.)
l7
NTS
T
DTH OF
TOP OF DAM = 8'
70
WEIR EL£V = 420.50
1' DECORA77VE ROCK WEIR OVER
CONCRETE OUTFALL CHANNEL.
WIDTH=25, DEPTH =1'
0.50' OF ENERGY DISSIPATOR
PONDING VDOT STD. EC -1 CLASS II DRY RIPRAP
DEPTH L=15.5, W=2.5, D=2'
W/ GEO-FABRIC UNDERLAYMENT
60 PERFORATED SCHEDULE BUD INV ELEV= \
40 PVC PIPE OR EOUIVALENT416.20
AAA2 1.0% SLOPE (MIN.) TO LUCK BIO -FILTER MIX OR TESTED
CULVERT PRONDE AND APPROVED EQUIVALENT. TOP
ACROSS EN77R£ WIDTH ® ELEV.= 420.00 (TYP.) DEPTH=
20' O.C. 2.5' MIN., SLOPE= 0.00%
BIOFILTER
(NOT TO SCALE)
54 LF ® 0.50%
INV. OUT= 415.93
- MIN. 4' WIDE & 4' DEEP IMPERVIOUS
CORE & CUTOFF TRENCH (DESIGNED
FOR TOP ELEV.= 422.0, BOTTOM
ELEV.=416.00) WITH 1:1 SIDE SLOPES
NOTE.
THE POST-DEVELOPMEfNT IMPERVIOUS AREA TOTALS 21,075 sf. THIS IMPERVIOUS AREA INCLUDES THE BUILDINGS (12,360 sf), PAVEMENT (8,715 sf). THIS
BIO -FILTER SHALL BE DESIGNED TO TREAT 50% OF THE IMPERVIOUS AREA. THEREFORE, THE BOTTOM OF THE 810 -FILTER SHALL BE SIZED TO 2.5% OF THE
IMPERVIOUS AREA. 2.:52 OF 21,075 sf EQUALS 527 sf. THE BIOFILTER FLOOR AREA EQUALS 556 sf, WHICH IS EQUAL TO THE MINIMUM AREA.
0.25" OF RUNOFF PERI' 1 ACRE OF IMPERVIOUS DRAINAGE AREA GENERATES A WATER QUALITY VOLUME OF 439 cf FOR 21,075 sf. THE FOREBAY VOLUME CONTAINS
502 cf AT ITS PEAK ELEVATION OF 421.00.
THE SOIL AROUND THE SPILLWAY IS TO BE AT 95% COMPACTION WITH AN IMPERVIOUS CORE AND CUT-OFF TRENCH. THE SPILLWAY AND DOWNSTREAM OF THE
SPILLWAY WILL BE LINEED WITH VDOT STD. EC -1 CLASS 11 RIPRAP. THE VEGETATIVE COVER ON THE DAMS AND AROUND THE POND BANKS WILL BE SOD -FORMING
GRASS.
THE DESIGN PEAK RELLEASE RATE FROM THE BIO -FILTER EQUALS THE DESIGN PEAK RATE OF INFLOW TO THE SPILLWAY, WHICH IS 3.80 CFS. A UNIT DISCHARGE, Qi
OF 3.80 CFS IS USED,, BASED ON TABLE 5-13C WITH A RETARDANCE CLASSIFICATION C, PERMISSIBLE VELOCITY OF 4.0 FPS, AND SLOPE OF 1.00%. THE REQUIRED
BOTTOM WIDTH OF THE SPILLWAY IS GREATER THAN OR EQUAL TO 3.80 CFS / 1.50 CFS/FT OR 2.5' AND THE PROPOSED BOTTOM WIDTH IS 2.50' FOR THE
BIO -FILTER. THE DEPTH OF FLOW, Hp, FOR CAPICITY WAS CHOSEN FROM TABLE 5-13c FOR A RETARDANCE CLASSIFICATION C, Q=1.50CFS/FT, AND L=12'. THE
DEPTH OF FLOW EQUALLS 0.5'. THE STAGE -DISCHARGE RELATIONSHIP AT STAGE ELEVATION 421.00' FOR A DEPTH OF FLOW OF 0.50' ABOVE THE SPILLWAY CREST
AT ELEVATION 420.50' HAS A FLOW OF 3.80 CFS.
FOR CONTOUR AREAS, ELEVATIONS, STORAGE VOLUMES, PLEASE SEE SHEET 3.02 OF THE ROUTING CALCULATIONS PROVIDED, OR THE DATA ON THIS SHEET.
HYDRAULIC DIMENSIONS AND COEFFICIENTS FOR THE WEIR/SPILLWAY ARE 4' WIDE BY 0.5' DEEP FOR THE FOREBAY SPILLWAY AND 2.5' WIDE AND 1.5' DEEP FOR
THE PRINCIPAL SPILLWfAY. THE WEIR COEFFICIENT FOR EACH OF THE SPILLWAYS IS 3.333. THIS DATA CAN ALSO BE VIEWED ON SHEETS 4.01 AND 5.01 OF THE
ROUTING CALCULATIONS PROVIDED.
FOR CRITICAL DURATIOfNS OF THE STORM SEWER ROUTINGS, PLEASE SEE SHEETS 5.02, 6.01, AND 6.02 OF THE ROUTING CALCULATIONS PROVIDED.
lac. No. 035791
3. t'JIm/a6 ''
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082014
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SHEET NO
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120
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it F
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30
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=max M.
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16: Sediment Tra desi n s
3.13
TEIMIPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND
DATES
----
SEEDING RATE
NORTH111/51
SOUTiib
mentTra des n#1e
area (acres) (<3)
V
0.82umes:
3/1 5/1
1113 5/1 911
cHARAcrotLrrlcs
CRESTon
SPECIES Ase 1000 RT
(R) (sQ wlurla(cry
wllane(cY)Reek
z
417 192 0
0.0
4/30 9/1 11!13
418 458 318
_
11.7
DmsroRAGE -
v"°'r�
F419 774 925
34.2
w
n
420 1145 1,878
69.6
-
Ur Naafi varied.(a8.. Noble).
(--_-_-_ 421 ism 3,228
119.8
WET STORAGE va
mrlm Um 50 Ms.)Rye2
.
-422----1-7-9-3---4-,90-6 .
181.7 __-
<OIC,WIfa) taste v,00,
m
�
Wet storage: _ -
W
K
.ae rwE a,a-, cD,ler RWRaoa["
cGmx Isrw
wet storage required (cy) (67'DA)
54.9 _
-
%
bottom of stone weir (R)
419.7
X
Un foE 4b rdl amdivp, Wvlr
wet stOrage ploMded at this �_ evetion (cy)
60.0
(S6d4 aa>a�
Dd lar W.e 50IM.)
slope of wet Storage Sides
2:1
.-
wvN. To 4nw DOM Rd lav
eriotEe.
weir length (R) (exDAZ
4.9
SII IbD.
DIIPIOR. 1 Ib.
bottom of trap elBea417dry
X
Storage required (cy) (67"DA)_
54.9
bottom trap dimensio31k9'crest
-
of stone weir
421.0
top of dam eleaation
422
dry storage pro! at this elevation (cy)
60.0
top width of dam (R)8
slope of dry storage sides
__
2:1
top trap dimensions
895r2T
L�
d
SECTION A -A
PIPE OU MET
TABLE 3.31-C
TEIMIPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND
DATES
SEEDING RATE
NORTH111/51
SOUTiib
PLANT
3/1 5/1
1113 5/1 911
cHARAcrotLrrlcs
SPECIES Ase 1000 RT
b b
tombN308/13
z
j
g
4/30 9/1 11!13
OZ
O
OATS
3 W. (up To JIM Ih..
21b.
N
>
w
n
X
-
-
Ur Naafi varied.(a8.. Noble).
w
W
(Awn,
mrlm Um 50 Ms.)Rye2
�
Z
W
K
lou. lw a 110 Ib..
2.3 @R.
X
-
%
%
X
Un foE 4b rdl amdivp, Wvlr
(S6d4 aa>a�
Dd lar W.e 50IM.)
wvN. To 4nw DOM Rd lav
eriotEe.
OfiRMAN MILLET
SII IbD.
DIIPIOR. 1 Ib.
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TdvRtr Rtld alila. Mq be
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• Northern Piedmont and Mountain region. See Pius 3.22-1 and 3.22-2.
b Soudrom Piedmont and CoasW Plain.
°May be used u a cover crop with spring sending.
d May be used u a cover crop with fall seeding.
X May 6e Planted betSvenn these dates.
w
- May 1191 be Putted between
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PIPE OU MET
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7T7 FLAT AREA WITH NO DEFINED CHANNEL
SECT/ON A -A
oP PIPE OUTLET CONDITIONS
NO SCALE
PLAN
LIMITS OF FEN
BE DETERMIN
PROJECT EN(
SNOW
BOARD
TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING
:NCE
FENCE
CORRECT METHODS OF TREE FENCING
� TREE PROTECTION AND PRESERVATION FENCING ew
tq DETAIL N.T.S.
COMPACTED 806
24" MIDI
KENTUCKY 31 FESCUE 128 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP 20 LBS.
150 LBS
SEASONAL NURSE CROP
FEBRUARY 1
6 THROUGH APRIL ANNUAL RYE
MAY i THROUGH AUGUST 15 FOXTAIL MILLET
AUGUST 16 THROUGH OCTOBER ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 75 WINTER RYE
NOTES:
t. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL
TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32.
2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION
OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35.
3'
MDIDlI7M
FILTER
FABRIC
ENTRENCHED B'
e WNW%
t
cw0 TEMPORARY CLEANWATER DIVERSION
Ila)LvIIIIV-�
®PERMANENT SEEDING SCHEDULE
NO SCALE
(STD. & SPEC. 3.32 OF VIRGINIA EROSION &
SEDIMENT CONTROL HANDBOOK, 3RD ED.)
CE
MIN.
SILT FENCE
sl= (WITHOUT
WIRE SUPPORT) 3.05 -
NO SCALE
2'x4" WOODEN FRAME
Z
DROP INLET
WITH GRATE
IVI!��III '
PERSPECTIVE VIEWS
ELEVATION OF STAKE AND
FABRIC ORIENTATION
FRAME
GATHER
EXCESS
AT
CORNERS
SILT FENCE
IP DROP INLET PROTECTION S.E1
NO SCALE
soil
18" min.
Liner
-
F101P
4.5' min.
SOURCE: OA. DSWC � PLATE 3.09-1
CONSTRUCTION SPECIFICATIONS
1. WHENEVER FEASIBLE, THE DIKE SHOULD BE BUILT BEFORE CONSTRUCTION
BEGINS ON THE PROJECT.
2. THE DIKE SHOULD BE ADEQUATELY COMPACTED TO PREVENT FAILURE.
3. TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE APPLIED TO THE DIKE
WITHIN 15 DAYS OF CONSTRUCTION.
4. THE DIKE SHOULD BE LOCATED TO MINIMIZE DAMAGE BY CONSTRUCTION
OPERATIONS AND TRAFFIC.
DD TEMPORARY DIVERSION DIKE
TOE OF FILL � ENDWALL -
CULVERT
10E OF FILL
6' MIN.
SILT FENCE
O
SIL T FENCE
SCULVERT INLET PROTECTION 3.os-i
S
NO SCALE
iC(il"C R. COLLIN:
L
ac. No. 035791
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I
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
DETAIL
NOTES:
1, SET TREE PLUMB PRIOR TO STAKING.
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
LIMITS OF FEN,
BE DETERMIN
PROJECT EN(
SNOW
BOARD
:ORRECT METHODS OF TREE FENCING
TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING
GUYING DETAIL CONSISTS
GUYS,SET 120' AROUND
T PIT ON 'UPI IILL' SIDE
R TO TREE
(ING DETAIL
PACT EXCAVATED SOIL
:ORM ROOTBALL PIT
)OWNHILL SIDE OF TREE
4CH EDGE AROUND
?E AREA TO BE
.HED
iR TO FOOTBALL PIT
NIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
N.T.S.
NOTES:
1, SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4. IMMFDIATFI Y SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPIECIMEN SHRU
IAS SPECIFIED 0
DRAWING;
'REFER TO RO..onLL
DETAIL
:-HxfmLO
Landscape Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDUILED
TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY UNE SERVES AS LIMITS OF CONSTRUCTION.
:NCE 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPUNE OF EXISTING TRESES.
PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUISS
TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AINND/
FENCE OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE.
CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE
ARBORIST IF ANY OCCUR.
3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVAANCE
OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE:
PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN
COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY
TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK.
4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TTREE
OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE
WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREA$
WITHIN THE DRIPUNE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONNE WITH
A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH
LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHINI
DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPUNES.
5. ALL
BAAM T HHIN
AING(P QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM
THE ER SPECIES).
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY
SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING
INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT
PRIOR TO PLACEMENT OF ORDERS
7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELUVERY
AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCCAPE
ARCHITECT 48 -HORS PRIOR TO DEUVERY.
8. PLANT LOCATIONS TO BE REEVALUATED AND REUSED, IF NECESSARY, AFTER FINISHED GRADIIING.
9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASEES.
MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24 -INCHES MIN. IN DIAMETERR ARE
TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DCHBLLE-SHREDDED
HARDWOOD.
11O.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY
DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
11.ALL STREET TREES WITHIN THE PUBLIC RICHT OF WAY SHALL BE MAINTAINED BY THE HOMEO)WNERS
ASSOCIATION.
RENCH EDGE AROUND
NTIRE AREA TO BE
ULCHED
Conservation Notes
BACKFILL TO
AT TOP OUTSIDE
ADD MULCH OVERTOP OF
ROOTBALL AND PLANTING PIT
LIMITS. BEGINNING AT NO MORE
THAN V DEPTH AT TRUNK AND
TAPERING UP TO A DEPTH OF
3' AT PLANTING PIT LIMITS,
THEN TAPER TO PROPOSED
FINISHED GRADE
1'
CUT AWAY ALL WIRE BASKETS
AND/OR NON -BIODEGRADABLE
ROOTBALL WRAPPING AFTER
FINAL TREE PLACEMENT.
BURLAP ROOTBALL 'WRAPPING
TO BE UNTIED FROM TRUNK
AND CUT AWAY TO A POINT
AT LEAST 1/2 DISTANCE DOWN
FOOTBALL.
SCARIFY BASE OF PLANT PIT
WHEN EXCAVATING PTT. BREAK
THROUGH AND LOOSEN ALL
HARDPAN (REMOVE AS
NECESSARY TO FACILITATE
DRAINAGE
FOOTBALL
HEFER 10 TREE
STAKING DETAIL
BACKFILL WITH CULTIVATED,
ORIGINAL SOIL FROM PLANT
PIT EXCAVATION IF LOOSE. IF
EXCAVATED MATERIAL IS NOT
LOOSE, SUBSTITUTE WITH
ACCEPTABLE TOPSOIL
MATERIAL. AMEND BACKFILL
PER SPECIFICATIONS. COMPACT
BACKFILL IN LIFTS BY FOOT.
WATER THROUGHLY AT 1/2
DEPTH.
RETURN AND COMPACT LOOSE
EXCAVATED MATERIAL TO
PLANT PIT TO ESTABLISHED
PROPER DEPTH PRIOR TO
PLANT PLACEMENT
NOTES:
I . NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT
AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN
TERMS OF PLANT SURVIVABILITY OR WARRANTY.
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY,
OR INCURRED DURING, PLANTING PROCESS.
PIT
1. TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH CONTRACTOR ON SITE PRIOR
TO COMENCEMENT OF ANY SITE WORK.
2. ALL TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE
PROTECTED BY FENCING. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A
HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN
UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED
BY THE COUNTY ENGINEERING DEPARTMENT.
3. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOL
SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
4. TEMPORARY EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES
LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE
PRESERVED AND PROTECTED.
5. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED
AND PROTECTED.
6. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPUNE OF TREES TO BE
PRESERVED AND PROTECTED.
7. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED
BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
B. WHEN TRENCHING FOR ANY KIND OF UNDERGQRND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR
OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE
LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST
EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT
TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.
9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED
SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION Mc SEDIMENT
CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER
OR TREE SPECIALIST.
10.SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED,
SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT ZONE. THE BAR
SHALL BE DRIVEN 12' DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS LOOSENED.
11.TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES
REMOVED DURING THE FINAL CLEAN-UP.
N.T.S.
SCOTT R. COLLINS'Z
Lic. No. 035791a
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SHEET NO.
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GREENBRIAR® WALL SCONCE (Various reflectors are Protected byUS PatentNo6,464,379)
HOUSING -The aluminum housing ista iladeinNrosizesandisarectangularshape.
All mounting hardware is stainless steel or electro -zinc plated steel.
WALL MOUNT -A gavanized-sted universal wall mounting plateeasity mounts directly
to a 4" octagonal or squarelunchon bac. An EPDM gasket is supplied to be installed
between the mounting date and junction box sealing the junction bmdrom entrance
of water The galvanized -steel universal plate allows the future to securely attach to
the mounting plate using a unique damping design which is locked into place with hwo
ha -head screws, The universal plata permits the fixture to be mounted in the uplighling
position (listed lot damp locations) Or downfightino position Listed for wet locations).
DOOR FRAME -The aluminum door damewith Wo stainless stand captive fasteners
allows easy access into the fbrgire, Aone piece extruded silicone gasket seals the door Ra-Ims�ihlur
frame against The housing. The doorswings open and is held in place by a retainer foot IESNA
full cutoff
LENSIGASKET - A flattlear tempered glass lens, which is sleaded to the door frame With a classelcaion.
EPDM gasketing, is standard, An optional poiyarbonate lens is available on most Refer fO Greerbnar Wall Sconce-Adranced Asymmetric specification guide
Compact RuorescentlxWres. for addfuoml offerings.
SOC KETS - HID larniholders am glazed porcelain, medium hale for the Small Tndure, and
mogul base for the medium f xtum, 4KV pulse rated. The Compact Fluorescent titres
feature a one piece thermoplastic socket.
LIGHT SOURCES - The fifdure is designed to operatswith horizontal Pulse -Start Metal
Halide, Pulse -Stan Metal Halide Reduced, Super Metal Halide, Super Metal Halide
Reduced, Metal Halide, Metal Hakde Reduced, High Pressure Sodium, and single, double
or triple Compact Ruorescent lamps. Lamps supplied as standard-HID(clear, shipped
installed), and Compact Fluorescent (coated, 41(OK shipped in separate carton).
BALLASTSIELECTRICAL COMPONENTS - Bectdcal components are factory -mounted
in housing and prewired with voltagespedtic leads which exden l outthe back of the A
unitthrough a rubber grommet. This grommetpreventsthe entry ofinsects, dust, aid
moisture into to Ibiture. The need ti open Ute i)dure tO make wfnng connecdons is °
eliminated, thus m akall installation quick and easy. UL listed HID components with
high-power factor ballasts pled for VF starbng. Compact Fluorescent ballasts
are 9wtronie Universal Voltage (i20277V 5x50 Hz) or 347V (W H4, 0'F starting.
Compact fluorescent ibtres with UE (Universal Bectronic) voltage are available with anc
optional dimming ballast for multiple types of controls such as building lighting controls
and occupancy sensors. Available battery back-up is 120 or 277 voltage specific with
32oF rated Starting "mitu re for U.S. applicabons; for 26 walt throu gh 70 wait lampas am=r s�wia
Consult tactory for availadewattages and voltages for use m Canada.
JCaw
d
EMERGENCY OPERATION - Avaney of integral emergency options are available to a caion BM
ae
comply with Lite Safety Codes which require emergency lighting along the path of egress A B C 0
on the building's exterior, so budding occupants an edt safely- Integral Emergency
Battery Back-up opt on is available anConpactRuoresoentunits . Emergency Quart
options are offered on HID units, Options for one or Iwo 12 vat separate dreuit(s), for
use with up to 35 watt Halogen larrp(s) are available lin both Gorryact Fluorescent and
smau
(4/&nm)
Demand)
(257M)
(137mm)
(3) lelleals em avallatie orrsuMll and medium. Wal Wash (M) iellevenswealw
17-srs'
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10411
SLB•
Meliem
(Samar)
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(283dm)
(21emm)
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2g
13-7/16'
114132'
a-S/A'
HID units.
3 Type I H
REFLECTOFWDISTRIBUTION PATTERNS - Forward Throw (FfM, F11 and Type III
p o e e o p
120
(3) lelleals em avallatie orrsuMll and medium. Wal Wash (M) iellevenswealw
FT - Forward Thaws
70
available on small. AN are high performance, full at -off distributor as defined by the
® ®
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U1n.■),yr
FINISHES-EachtrtreisfinishedwiNLSrsDuraGrq®polyesterpowdercoatfinishing
Universal Mourning Plots
process The DuraiGnpfinish entllshMsextremeweetherchanges wNoutcrackirg
Eg1-Orw Energeo;y lT✓grcet Pr.>.isota
or peeling, and is guaranteed for hue W4 years. Standard colorsincludebronze, black,
'
platinum plus, buff, white, soon veNegrem, metabc silver, and graphite.
Cawa9aemew alsodu lgnml awelaemmliel wloalmmDol Weigel
FTM - Forward
k18W3AID to"s' 6'112925 394/15.6 a43 "a"'
DECAL STRIPING- LSI ofersopgoralcolor-aordinataddecals in9standard colors
GBwMHID 15/32 11 6/24 26 394/1b.b 419/16.5
to accent the figure. Decals are guaranteed for five years against peeling, cracking, or
Galli elm 616/2425 J. mss e4an3s
fading_
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PHOTOMETRICS- Please visit ourweb site atwrw:lei-Induldries.am for detailed
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photometncdata.
�-`� IiWbdnp bnrurs.
uCM�C4�a (IbWd-owmd loderwmaa)
Proled
Catalog
Rdam Type
02007
LSI INDUSTRIES INC.
NOTES:
1.FIXTURES SHALL BE BRONZE IN COLOR.
2. FIXTURES SHALL BE MOUNTED AT A HEIGHT OF 16'.
GREENBRIARO WALL SCONCE
LUMINAIRE ORDERING INFORMATION
GBWs
3 Type I H
50
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120
(Small)
FT - Forward Thaws
70
50 70, too-, 150,175 Watt Tempered Glass
200
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100
RPS- Wahl Promum Sodium
240
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70
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3474
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BLK Black
WHT - White
PLP - Platinum Flus
BUF BMD
SVG - Soon Verde
Groen
GPT - Graphite
MSV - Marti Silver
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