HomeMy WebLinkAboutSDP202000071 Plan - Approved Initial Site Plan 2020-12-220
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401 MCINTIRE ROAD
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CONTACT: CRAIG VAN BREMEN
CHARLOTTESVILLE, VA 22902
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EMAIL: CRAIG@GCAWEXPRESS.COM
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401 MCINTIRE ROAD 4TH FLOOR-
RICHMOND, VA 23230
CHARLOTTESVILLE, VA 22902
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TEL: (804) 673-3882
TEL: (434) 296-581&
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CONTACT: RYAN PERKINS, P.E.
EMAIL: RYAN. PERKINS@KI MLEY— HORN. COM
FIRE MARSHAL
ARCHITECT
DEPARTMENT OF 'FIRE RESCUE
460 STAGECOACH ROAD
SBA STUDIOS, LLC
CHARLOTTESVILLE, VA 22902
1565 DALE FORD ROAD
TEL: (434) 296-5833
DELAWARE, OH 43015
CONTACT: SHAWN MAIDDOX
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TEL: (440) 476-8539
CONTACT: KEVIN CIESZYKOWSKI
EMAIL: KEVIN C@SBA— STU DIOS. COM
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JENNINGS TEPHEN SON P.C.
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JENNING STEPHENSON, P.C.
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41 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
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PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
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WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY �IMLEY—HORN
AND ASSOCIATES, INC, SHALL BE WITHOUT LIABILITY TO
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0 811 KIMLEY—HORN AND ASSOCIATES, INC.
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VICINITY MAP
INITIAL SITE PLAN FOR
, " PROJECT LOCATION
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FORTUNE PARK R
WORTH CROSSING
STATE ROUTE 1722
VICINITY MAP
SCALE I " - 500'
RIVANNA DISTRICT
SHEETINDEX
SHEET NUMBER
SHEETTITLE
CA-100
COVER SHEET
CV-101
EXISTING CONDITIONS
CS-101
SITE PLAN
CS-501
SITE DETAILS
CG-101
GRADING PLAN
CU-101
UTILITY PLAN
CL-101
LIGHTING PLAN
CL-501
LIGHTING DETAILS
CP-101
LANDSCAPE PLAN
CP-501
PLANTING NOTES AND DETAILS
TOTAL NUMBER OF SHEETS: 10
Plan
Submittal Type
Reviewed and Approved by the
com , i2 Development De5artment
Date 7t — 2-0 '0
File#
Sig -nature
PROJECT DATA
SITE STATISTICS
PARCEL ID: 046B4-00-00-001DO
SITE ADDRESS: 3290 WORTH CROSS ING
ZONED: HIGHWAY COMMERCIAL
MAGISTERIAL DISTRICT: RIVANNA
OWNER: GUARANTY BANK C/O W ROD GENTRY, UNION BANK N D TR
4355 INNSLAKE DRIVE
GLEN ALLEN, VA 23060
EXISTING USE: COMMERCIAL
PROPOSED USE: COMMERCIAL
BUILDING SIZE: 3,700 sf
BLAIDING HEIGHT: 22'4"
TOTA L S ITE A R EA: 1.08 AC.
T, TOTAL DISTURBED AREA: 0.79Ac.
TijtAL IMPERVIOUS COVER: 0.51 AC. (47%)
OPEN SPACE: 0.57AC. (53%)
STEEP SLOPES: EXISTING LANDSCAPING TO REMAIN; NO DISTURBANCE PROPOSED
FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X"
AS SHOWN ON THE FLOOD INSURANCE RATE MAP,
MAP COMMUNITY- PANEL NUMBER 51003CO140D
EFFECTIVE DATE: FEBRUARY 4, 2005
WATER: ACSA
SEWER: ACSA
SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BY JEN N ING STEPHENSON,
P.C. ON OCTOBER 15, 2020
DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NAD 1983
THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988
LATITUDE: 38742"N
LONGITUDE: 78'26'19"W
RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER
VAHU6 CODE: JR08
BUILDING SETBACKS
FRONT: 10'(SEMINOLE TRAIL)
FRONT: 10'(WORTH CROSSING)
FRONT: 10'(FORTUN E PARK ROAD)
SIDE: 0'
PARKING REQUIREMENTS
ZONING ORDINANCE: I SPACE PER 200SF OF NET OFFICE FLOOR AREA
PARKING REQUIRED: (1256 SF/200 SF) = 7 SPACES
PARKING PROVIDED: 19 SPACES
HANDICAP SPACES REQUIRED: I SPACE
HANDICAP SPACES PROVIDED: 1 SPACE
TRAFFIC DATA
AM PEAK HOUR TRIP (ENTER/EXIT) N/A
PM PEAK HOURTRIP (ENTER/EXIT) 29/28
VEHICLE TRIPS PER WEEKDAY 59
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C2 65.30 35.00 10 6'5 4'18 " 47.22 N87*34'13"W 56.24
C3 46.14 35.00 75*31'49" 27.11 NO3*38'51"E 42.87
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RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRGINIA
DATE: OCTOBER --, 2020
10160 STAPLES MILL ROAD
JENNIN(3STEPHENSON P.C. SUITE 103
GLEN ALLEN, VA 23060
PHONE 804-545-6235
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KENNETH R. BLAYLOCK, JR."
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0 Lic. NO. 2833 -
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LEGEND
DECIDUOUS TREE
SHRUB
BOLLARD
HANDICAP PARKING/RAMP
BENCHMARK
CLEANOUT
V ELECTRIC METER
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FE _v] ELECTRIC VAULT
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L T
1.080 ACRES OF'L,4-IVD LOCATED Off THE
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RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRGINIA
DATE: OCTOBER --, 2020
10160 STAPLES MILL ROAD
JENNIN(3STEPHENSON P.C. SUITE 103
GLEN ALLEN, VA 23060
PHONE 804-545-6235
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C2 65.30 35.00 10 6'5 4'18 " 47.22 N87*34'13"W 56.24
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CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD
C1 133.38 325.00 23*30'53" 67.64 S50*44'05"W 132.45
C2 65.30 35.00 10 6'5 4'18 " 47.22 N87*34'13"W 56.24
C3 46.14 35.00 75*31'49" 27.11 NO3*38'51"E 42.87
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CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD
C1 133.38 325.00 23*30'53" 67.64 S50*44'05"W 132.45
C2 65.30 35.00 10 6'5 4'18 " 47.22 N87*34'13"W 56.24
C3 46.14 35.00 75*31'49" 27.11 NO3*38'51"E 42.87
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-.-MINOLE TRAIL
CENTERLINE
NORTHING: 3934465.20
EASTING: 11500434.26
PROPOSED MONUMENT SIGN
(UNDER SEPARATE PERMIT)
NORTHING: 3934422.42
EASTING: 11500431.54
ROD
SET
10' FRONT BUILE 'BACK
1
10' FRONT BUILDING SETBACK
P. 0. B.
ROD
FND. N41*24'45"E 82.21
SEMINOLE TRAIL
U. S. ROUTE 29
(VARIABLE WIDTH R/W)
VDOT STD. CG-12 RAMP
ADA SIGN AND BOLLARD
ADA PARKING SYMBOL
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD BEARING
CHORD
Cl
133.38
325.00
23*30'53"
67.64
S50'44'05"W
132.45
C2
65.30
35.00
106*54'18"
47.22
N87*34'13"W
56.24
C3
46.14
35.00
75*31'49"
27.11
NO3*38'51 "E
42.87
ROD
FND.
-N46*42'45"E 99.91,
. . .... ... .......... .. ..
BM #1
So. CUT ON
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ELEV=520.71
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NORTHING:
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EASTING: 11500509.65 VACUUM EQUIPMENT PAD---___�
6" THICK, 4000 PSI CONCRETE
CONCRETE WHEEL STO, \1.11 j
VACUUM
BOOM
R44.0'
ARM BASE
R44.0'
6" WHITE STRIPE
CONTRACTOR TO REPAIR EXISTING CG-9D (TYP.) (DESIGN BY OTHERS)
COMMERCIAL ENTRANCE AS NEEDED
10' FRONT BUILDING
WORTH C
CENTERLINE
ROSSING
R20.0'
ROD NORTHING: 3934304.73 -ROD R20.0,
SET,,-'-EASTING: 11500565.84
SET E
81.3
R35' 8
S38'58'38 W 1
NORTHEAST
ELEV=512.83
CORNER Or' DI
TDOT STD. CG-12 RAMP -
FORTUNE PARKROAD
(50-'R/W)
D.B. 1643 PG. 643
FORTUNE PARK
ROAD CENTERLINE
\,0
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GRAPHIC SCALE IN FEET
0 10 20 40
ORTHING: 3934595.36
ASTING: 11500561-37
ROD
FND.
-LIGHT (TYP.)
FIRST CITIZENS BANK TRUST COMPANY
ADDRESS: 1815 FORTUNE PARK ROAD
PARCEL ID: 046B4-00-00-00ID1
ZONED: HIGHWAY COMMERCIAI,,,
PAY STATION, MENU
BOARD, AND LIFT GATE
(DESIGN BY OTHERS)
CURB AND GUTTER
BYPASS LANE TO BE M&NAGED
WITH CONES BY ATTENDANTS
NORTHING: 3934-451.83
,EASTING: 11500719.57
SITE PLAN LEGEND
HEAVY DUTY CONCRETE
CONCRETE SIDEWALK
LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
CURB & GUTTER
SITE PLAN NOTES
1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING
SHOWN ON THE PLANS.
4. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED
FOR ALL PAVEMENT STRIPING.
5. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL
PAVEMENT SECTIONS.
2" SM-12.5A SURFACE COURSE
1 1 Mi I I:Ed I I I
8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B
SUBGRADE - STABLE AND COMPACTED TO A
DRY DENSITY OF AT LEAST 95% OF THE SOILS
STANDARD PROCTOR METHOD MAX. DRY
DENSITY (ASTM-dl557) TO A DEPTH 8" MIN.
BELOW SUBGRADE ELEVATION.
LIGHT DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
-1.5" VDOT SM-12.5A ASPHALT COURSE
-25.OA MIX ASPHALTIC CEMENT CONCRETE
3" VDOT BM
-0 11 11 1:�: I I I
8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B
-SUBGRADE: STABLE AND COMPACTED TO A DRY
DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD
PROCTOR MAX. DRY D -698) TO A
ENSITY (ASTM
DEPTH 8" BELOW SUBGRADE ELEVATION
HEAVY DUTY ASPHALT SECTION
NOT TO SCALE
6" AIR ENTRAINED PORTLAND CONCRETE CEMENT
W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI
28-DAY COMPRESSIVE STRENGTH
+ . . . . . . . . . . . . . .
+ + + + + + + + + + + + + + + +
8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B
SUBGRADE - STABLE AND COMPACTED TO A
DRY DENSITY OF AT LEAST 95% OF THE SOILS
STANDARD PROCTOR METHOD MAX. DRY
DENSITY (ASTM-dl557) TO A DEPTH 8" MIN.
BELOW SUBGRADE ELEVATION.
/Y DUTY CONCRETE PAVEMENT SECTIO
NOT TO SCALE
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ADA PARKING SIGNAGE
(PER DETAIL)
3" GALVANIZED
SQUARE TUBE
USE 4" SCH. 40 STEEL PIPE
FILLED WITH CONCRETE WITH
TOP ROUNDED. PAINT TRAFFIC
YELLOW IF SIGN IS WITHIN
PAVED AREA OR SIDEWALK
c�
SLOPE TOP OF
CONCRETE
GROUND PAVING SURFACE
TYPICAL AT ALL
ACCESSIBLE SPACES
DA SIGN POST
(PER DETAIL)
TYPICAL AT ALL VAN
ACCESSIBLE SPACES
12"x9" PENALTY SIGN -
(AS REQUIRED BY STATE
OR LOCAL CODE)
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WHITE BACKGROUND
VAN
ACCEMBU iv/
NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS.
ADA PARKING SIGNAGE
R=4"
2 COATS All
WIDE BLUE TF
PAINT
3/8" ODE x 1" DEEP
SAWCUT CONTROL JOINT
SEE CONCRETE
SIDEWALK SECTION
clo"
s6k,
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A
4.
3
CENTERLINE OF DRIVEWAY
5' 5'
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NOTE: SEE SITE PLAN
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LAYOUT AND DIMENSIONS
PARKING LOT STRIPING
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NOTE: REFER TO
GEOTECHNICAL REPORT FOR
FINAL SECTIONS AND DETAILS
SECTION
SIGN PER PLAN -
(ALUMINUM, 0.08" THICK,
SHAPE AND SIZE VARIES
cn
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BACK OF CURB 48 :1
20:1
48 ;l
t2'MIIN F
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P RMISSIBLE
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0
SECTION B-B
WITH BUFFER STRIP
WITHOUT BUFFER STRIP
2.)
CROSSWALK
CROSSWALK SHALL UE PROVIDE[
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
PERPEWCULM CRI
SEE SHEET 1 OF 5. WITHIN THE MARKEE
CROSSWALK AREA.
- THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB
4'BUFFER STRIP
0 AT INTERSECTION 5'SIDEWALK
IS LIMITED TO 15 FEET,REGARDLESS OF THE
SLOPE.
NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA
SIGN POST
30"
(WHITE LIEGEND, RED BACKGROUND)
STOP SIGN (Rl-l)
0
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
INFEET
4" CURB
6" CURB
0
4
6
1
2
5
8
3
6
9
4
12
5
--8
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11 �5
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XVDOT
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
07/16
203.07
MINIMUM LtNUIH
WITHIIN CROSSWALK
r-LMDING 484 MAX.
r
SLOPE
DIAGONAL PLACEMENT
LANDING 484 MAX.
SLOPE
LMDNG 48-1 MAX.
SLOPE
SLOPE
CURB
VION
CURB
CURB
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WITHOUT
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CG-12
DETECTABLE WARNING
SURFACE
SPECIFICATION
REFERENCE
TYPE B (PARALLEL) APPLICATION
105
VIRGINIA DEPARTMENT OF TRANSPORTATION
502
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BITUMINOUS SURFACE
MPACTED BASE
COURSE
CURB AND
GUTTER
COMPACTED BASE COURSE
DIA. STEEL RODS (#4j
REBAR) 2.0' MINIMUM LENGTH
ELEVATION VIEW SECTION A -A
NOTE:
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS.
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB
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CG-9D ENTRANCE
TOP=517.0'
FL=510.40
la� co
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IN N(l 5)=507.50 '
IN IN(l 8)=508.70)//
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M
STORM PIPES
PIPE SEGMENT
LENGTH
DESCRIPTION
SLOPE
INV. (IN)
INV. (OUT)
STIR. 110 TO STR. EX 101
23 LF
15 IN EX RCP
14.48%
513.00
509.60
STR. 111 TO STIR. 110
34 LF
15 IN RCP
0.50%
1 513.27
513.10
STR. 112 TO STR. 110
19 LF
15 IN RCP
0.50%
513.20
513.10
STR. 113 TO STR. 110
98 LF
15 IN RCP
0.50%
513.59
513.10
STR. 114 TO STR. 113
90 LF
15 IN RCP
0.50%
514.14
513.69
STR. 115 TO STR. 114
58 LF
15 IN RCP
0.50%
514.53
514.24
STIR. EX 101 TO STIR. EX 100
105 LF
181N EX RCP
0.86%
509.60
508.70
STIR. EX 102 TO STIR. EX 101
122 LF
1 15 IN EX RCP
1.93%
511.95
1 509.60
SEMINOLE TRAIL
U. S. ROUTE 29
(VARIABLE WIDTH R/W)
- CONTRACTOR TO ENSURE 2% MINIMUM SLOPE
-THROUGHOUT GRASS AREA TO INLET 115
-525-
�?o j9"
B �, \11#
SQ CUT
LIGH'T POI E , BOIE
'5" Q E L. E V�= �F' 0.
519. 7 519.�9'
TC,
F-1
519.57
FF 519.8
1.22 519.22 519-69 520.12
F
TC/BC
TC
Z7 552 0. 0 8
i"9.6 9
FS
:519.61'.' TC
TC
520.00
519.61
19.11 j 519.75
�7BC 519611- FS/TC
TC
T T
C BC
61
519.41
TC/
T
318 4J5 1'8. 8 4 519.30.
P TC 519.25
TC
k[::�] CE::]
519.25
/519. - �51 8-_7�L-j TC
T
519.14 T
TC �1' .00 518 1
r;1 Q ni TC .6
D.B. 1643 k.' 643-
-D
STRUCTURE TABLE
STRUCTURE NAME
DESCRIPTION
RIM
I HEIGHT
STR. 110
VDOT STD. DI-1
516.43
3.43
STR. 111
VDOT STD. DI-3B (L=6')
515.69
2.42
STR. 112
VDOT STD. DI-3C (L=6')
518.01
4.81
STR. 113
VDOT STD. MH-1
519.03
5.44
STR. 114
VDOT STD. DI-3C (L=6')
520.17
6.03
STR. 115
VDOT STD. DI-1
516.93
2.40
STR. EX 100
EXISTING STRUCTURE
512.85
4.00
STIR. EX 101
EXISTING STRUCTURE
514.47
4.87
STR. EX 102
EXISTING STRUCTURE
516.46
4.51
LIMITS OF DISTURBANCE
(0.79 AC.)
0
517.42, T�P=518.08
TC SS FFL=513.10
SS
AND GUTTER
GRADING LEGEND
TC: TOP OF CURB ELEVATION
BC: BOTTOM OF CURB ELEVATION
FS: FINISHED SURFACE ELEVATION
P: PAVEMENT ELEVATION
M E: MATCH EXISTING
FF: FINISHED FLOOR ELEVATION
CURB AND GUTTER
GRADING NOTES
1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL
PLUMBING CODE.
2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO
CENTER OF CHAMBER.
3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES
WITH HEIGHT GREATER THAN 4 FEET.
4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AND DESIGNED WITH
A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO
ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION.
5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH
A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL
SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED
2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%.
6. CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF
DISTURBANCE AND ENSURE POSITIVE DRAINAGE.
STORMWATER MANAGEMENT NARRATIVE
STORMWATER QUANTITY:
TO ADDRESS STORMWATER QUANTITY REQUIREMENTS FOR THE SITE,
THE ENERGY BALANCE METHOD WAS CHOSEN. THE LIMITS OF
ANALYSIS USED FOR THE ENERGY BALANCE CALCULATIONS (0.79 AC,)
IS THE LIMITS OF DISTURBANCE. THIS SITE OUTFALLS TO STRUCTURE
EX 101 AND THE EXISTING STORMWATER CONVEYANCE SYSTEM
CONTINUES DOWNSTREAM ACROSS FORTUNE PARK ROAD. DUE TO A
REDUCTION IN IMPERVIOUS AREA, THE ENERGY BALANCE IS MET FOR
THE 1-YEAR STORM. ADDITIONALLY, THE POST- DEVELOPM ENT FLOW
FROM THE 10-YEAR STORM IS LESS THAN THE PRE -DEVELOPMENT
10-YEAR FLOW. CHANNEL PROTECTION AND FLOOD PROTECTION
REQUIREMENTS ARE MET AND NO FURTHER ANALYSIS IS REQUIRED.
STORMWATER QUALITY:
THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS
(0.79 AC.) INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE
SITE. NO PHOSPHORUS LOAD REDUCTION IS REQUIRED DUE TO THE
REDUCTION IN IMPERVIOUS AREAS IN THE POST- DEVELOPMENT
CONDITION.
STORMWATER MANAGEMENT SUMMARY
Pre -Development
Runoff Curve Number (CN)
DrainageArea
acres
Runoff
Peak Flow
IrnperviousArea
0.69 a cres
Storm Event
Volume V
q (cfs)
Managed Turf
0.10 acres
I -yea r 6,011
2.88
ForestlOpen Space
0.00 a cres
10 -year
5.69
Time of Concentration (Tc)
min -
Post -Development (Prior to Routing)
Runoff Curve Number (CN)
Runoff
Peak Flow q
Storm Event
Volume V
(cfs)
Drainage Area
acres
I -yea r 3,964
1.80
Impervious Area
0.49 acres
10 -year
4.30
Managed Turf
0.30 acres
ForestlOpen Space
0.00 a cres
Time of Concentration (Tc)
min
Channel Protection Compliance
Energy Balance Equation, 1-year Storm
Improvement Factor
E -o _-91
O�post < I.F. x Q_pre x RV-pre/RV-post
< 0.9
x 2.88 x 6011 / 3964
1.80] <
PASSI
Flood Protection Compliance
10-year storm
Q_post < Q_pre
4.301 < L�
L_ PASS
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URYAN R. PERKINSP:p-4.
Lic. No. 046565
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GENERAL NOTES
1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY.
2. MEP/CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN,
INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE.
3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP.
CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE
LIGHTING NOTES:
1. SEE SHEET CL-501 FOR FIXTURE AND LIGHT DETAILS
2. NEW POLES AND FIXTURES TO BE INSTALLED AS SHOWN.
SEMINOLE TRAIL
U. S. ROUTE 29
(VARIABLE WIDTH R/W)
x
1W (s, (9 0
0 .�yj\ 'g)
.(9 x �30,7'
17 0
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D.B. 1643 PC. 643
LUMINAIRE SCHEDULE
LABEL QUANTITY ARRANGEMENT DESCRIPTION MANUFACTURER HEIGHT LAMP WATTS LIGHTING LOSS FACTOR
A 6 SINGLE ECF—S-48L-1 A—NW—G2-4—HIS GARDCO 14'-0" LED 160W 0.9
B -.3 SINGLE LPW-32-70—NW—G3-4 STONCO g'—o" LED 65W 0.9
LIGHTING CALCULATIONS
AREA
ILLUMINANCE— AVG.
MAX (FC.)
MIN (FC.)
AVG/WIN
MAX/MIN
PARKIING AREA
3.9
14.2
0.2
36.0
71.0
PROPERTY LINE
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AR
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INV
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M
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TOP 512 ' 32
FL=506. �/
30
QTY
BOTANICAL NAME
COMMONNAME
CONT
CAL / HT
3
Acer rubrum 'Red Sunset'
Red Sunset Maple
B&B
2.5"Cal
Strong central leader
Gleditsia Fr6canthos inermis 'Shademaster' TM
Shademaster Locust
B&B
3.5"Cal
12' HT MIN, Strong central leader
4
Ulmus americana 'Princeton'
American Elm
B&B
2.5"Cal
Strong central leader
QTY
BOTANICAL NAME
COMMONNAME
CONT
HEIGHT
6
Myrica cerifera
Wax Myrtle
Cont.
24" HT MIN.
Uniform; Dense; FuIll to the ground
tilm #z
NORTHEAST
CORNER Or' DI
ELEV=512.83
4?
N41'24'45"
e 0A I
EXISTING SHRUB TO
REMAIN (TYP.)
EXISTING TREE: TO
REMAIN (TYP.)
--- - - - 1. — I v MIULUH bLU LINL (I YK)
REMAIN (TYR)
SEMINOLE TRAIL
U. S. ROUTE 29
(VARIABLE WIDTH R/W)
KEY PLAN LEGEND
PARKING LOT
LANDSCAPING AREA
PAVED PARKING AREA
1\146'-, 45"E
99.91, ROD
— SE`T ROD
1V
I(C93 NO FND.
h— x
MULCH BED L11 E (TYR)
SOD (TYR) J EXISTING TREE TO
REMAIN (TYR)
uL-L- c)�ASE - 0
=52031
x (9
0
IJ D
-r COMPANY
FIRST CITIZENS BANK TRUs
F01 ?rol nnoo no Fol ADDRESS: 1815 FORTUNE PARK ROAD
D, Itt- M-;j
ZONED: HIGHWAY COMMERCIAL
ROCK MULCH (TYR)
W 7 ZE7
un
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0 0
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3
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Q�
UA 11 ----nS' FL=513.10
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Ss 4
r
�00.6.5.
C1
�10
514.47
509-60
0
'TOP 517.79
RCP F*L= 514.45
FORTUNE PARK ROAD
------ �— (50-'—R/W)__
D.B. 1643 PC. TOP=516.4��,--
FL= 511. 95
PARKING LOT LANDSCAPING KEY PLAN
SCALE: 1" = 50'-0"
GENERAL LANDSCAPING NOTES
1. 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE
FIRST CERTIFICATE OIF OCCUPANCY WITHIN THE DEVELOPMENT.
2. ALL LANDSCAPING ANID SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER
OR A PROPERTY OWNIERS'ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED
LANDSCAPE PLAN.
3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY
TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
LANDSCAPE REQ(UIREMENTS AND CALCULATIONS PER ALBEMARLE
COUNTY CODE AND ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES:
REQUIRED LANDSCAPING:
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED
SITE AREA: 47,057 SF X 10% = 4,708 SF
CANOPY REQUIRED: 4,708 SF
EXISTING CANOPY: 4,840 SF
CANOPY PROVIDED: 3,768 SF
TOTAL CANOPY PROVIDED: 8,608 SF
PE 32.7.9.6 : 5% OF PARKING PAVED AREA.
15,240 SF X .05 = 762 SF
REQUIRED:. 762 SF OF LANDSCAPED AREA
PROVIDED: 811 SF OF LANDSCAPED AREA
LARGE SH&DE TREES (2.5" CAL.)
19 PARKING SPACES (19 / 10 = 1.9)
REQUIRED: 2 LARGE SHADE TREES
PROVIDED: 3 LARGE SHADE TREES
LARGE STREET TREE (2.5" CAL.) — 50' O.0 & SHRUBS 5' O.C.
WORTH CROSSING
150 LF OF FRONTAGE/50 3 TREES
150 LF OF FRONTAGE/5 30 SHRUBS
REQUIRED: 3 LARGE SHADE TREES & 30 SHRUBS
EXISTING: 2 LARGE SHADE TREES & 41 SHRUBS
PROVIDED: 1 LARGE SHADE TREE
FORTUNE PARK ROAD
210 LF OF FRONTAGE/50 4.2 TREES
210 LF OF FRONTAGE/5 42 SHRUBS
REQUIRED: 5 LARGE SHADE TREES & 42 SHRUBS
EXISTING: 2 LARGE SHADE TREES & 73 SHRUBS
PROVIDED:. 3 LARGE SHADE TREES
DUMPSTER ENCLOSURE TO BE SCREENED WITH 6 EVERGREEN SHRUBS.
ENTRY CORRIDOR OVERLAY:
LARGE SHADE STREET TREE (3.5" CAL.) — 35' O.C. W/ INTERSPERSED ORNAMENTALS
(6' HT.) & SHRUBS 5' O.C.
SEMINOLE TRAIL
205 LF OF FRONTAGE/35 = 5.86 TREES
205 LF OF FRONTAGE/5 = 41 SHRUBS
REQUIRED: 6 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS & 41 SHRUBS
EXISTING: 1 LARGE SHADE TREE W/ 4 ORNAMENTALS & 65 SHRUBS
PROVIDED: 5 LARGE SHADE TREES
GRAPHIC SCALE IN FEET
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Lic. No. 1870
10/1---3/Z07-0
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GENERAL NOTES
A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY
REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND
IRRIGATION PERMITS.
C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING
CONDITIONS WAS PROVIDED BY OTHERS.
D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION,
GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF
VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE
PROJECT SITE.
E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S
CHOSEN REPRESENTATIVE.
F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC.
SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.
G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS
INDICATED IN THE LANDSCAPE SPECIFICATIONS.
H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED
LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S
ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA
CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS.
1. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST
ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN
NURSERY AND LANDSCAPE ASSOCIATION,
J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY
DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR
DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC.,
ARE NOT ACCEPTABLE AND WILL BE REJECTED.
K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE
PLANT LIST AS MULTI -STEM.
L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE
SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS.
M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT.
ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE.
N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR
HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH
FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING
NOTES THIS SHEET.
0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY.
CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT
PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE
OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE
PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY.
P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES,
UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER.
Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE
ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE
GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE.
R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM As PART OF
THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN
AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO
BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING
IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF
PAVING MATERIALS.
S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED
PER THE PLANTING DETAILS . PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO
THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL.
PERFORMANCE SPECIFICATION
1. PLANTS
A. General
1. Live healthy plants free of dead branches and parts
2. Free of disease, insect, injury and damage
3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired
damage.
4. Free of girdling roots or rootbound/circling container conditions
5. Plants of consistent in growth habit and healthy character
6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and
scars
7. Point of origin growing location within 100 miles of project site
8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60. 1, American Standard for Nursery
Stock most current edition
9. Species identified consistent with ' Hortus Third: Concise Dictionary of Plants Cultivated in the United
States and -Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental
Characteristics, Culture, Propagation and Uses, most current edition
10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans
B. Trees:
1. Deciduous Single Trunk
a. Full, straight and upright with consistent symmetrical natural branching pattern throughout
b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local
jurisdiction
2. Deciduous Multi -Trunk
a. Full and upright with straight consistent symmetrical natural branching pattern throughout
b. Canes evenly spaced and of similar growth habit
c. Free of suckers and extraneous branching
3. Evergreen Single -Trunk
a. Full and upright with continuous symmetrical dense natural habit
b. Clear branching height twelve (12) inches above top of rootball
c. Free of suckers and extraneous branching
d. Do not shear or otherwise prune to shape plantings
C. Evergreen and Deciduous Shrubs
1. Full, dense and naturally symmetrical.
2. Consistent with container and/or balled and burlapped size
3. Free of suckers and extraneous branching
4. Do not shear or otherwise prune or shape plantings
D. Evergreen and Deciduous Groundcover
1. Full and dense in pots or flats
E. Perennials and Seasonal Color
I . Full and dense in pots or flats
F. Turf Grass
1. Subgrade
a. Soil Mix-1 0% Compost, 90% topsoil by volume
b. Preparation-] oosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials
including litter, stones, sticks and all items greater than 1/4 inch in any dimension
c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown
on drawings. Allow for thickness of sod when applicable
2. Grass Sod
a. Install not longer than twenty-fOLir (24) hours from harvest
b. Grass bed not less than two (2) inches in continuous thickness
c. 100% continuous live sod coverage after first growing season and at end of warranty period.
d. Of uniform non -varying density and continuous texture quality capable of growth and development
immediately upon installation. Weed and noxious plant free
e. Stagger installation rows and place aligned parallel to contours
f. Fill joints solidly with planting bed preparation soil
g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1
3. Grass Seed
a. Mix approved by the Landscape Architect
b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter
c. Provide seed mix not greater than 15% annual or perennial rye
d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty
e. Replacement or overseeding mixes consistent with original application/installation
f. Provide erosion blankets or other slope retention methods as noted on drawings
11. Materials and Appurtenances
A. Testing
I. Materials testing information/certificates/clated labels shall be current to the project and performed/certified
not greater than 120 calendar previous days from current date of submittal for review
B. Top Soil
1 - Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously
free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than 1/4 inch in
any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not
exceed 25%
C. Use of Existing Topsoil
1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing
and additive program that demonstrates consistent performance and characteristics and composition as
identified herein. Owner shall approve soil testing and soil amend menUadd itive methods and procedures
D. Shredded Hardwood Mulch
1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed.
Neutral Ph balance 5.5-7.5
E. Composted Pine Bark Fines
1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10%
wood content
F. Compost Ph
1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of
visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight.
Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids
G. Compost Testing
1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in
final compost product; statement that the products meets federal, state and local health safety
requirements
2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described
physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants
(including a statement that fecal coliform and salmonella testing and results comply with requirements of
the US Composting Council Seal of Testing approval programs
H. Planting Mix
1. 85% topsoil and 15% Compost
I. Fertilizer
1 . Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form.
Product and Material Safety Data as approved by Owner
J. Herbicide
I . Product and Material Safety Data as approved by Owner
K. Water
1. Potable only unless otherwise approved by Owner
L. Hardwood Stakes
I . 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides
M. Tree Ties
I . Villa Non -Abrasive Rubber Tree Ties or approved equal
N. Filter Fabric
1. Mirafi 140-N or approved equal
111. Execution
A. Site Conditions
1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable
are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions.
2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner
of acceptance prior to commencement of work.
3. Notify Owner in writing of any conditions that may preclude successful completion of work including items
such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition,
access to storage/work areas, damage to conditions, etc.
4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks,
materials delivery and/or installation and warranty responsibilities.
5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of
other trades which show development of the entire project and become familiar with the scope of required
work by others.
B. Planting Seasons
Recommended seasons are a general guide based on historical climatic data and typical performance of
plantings, and which vary dependent on project -specific environmental conditions. Due to construction
schedules, recommended planting seasons may/may not coincide with request(s) for certificate of
occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner
on an individual project basis.
1. Deciduous and Evergreen Shrubs
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
3. Perennials
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
4. Spring Flowering Bulbs
a. Install/plant between September 15 and December 15
5. Seasonal Annuals
a. Install/plant in season per approved schedule
6. Turf Grass
a. Install/plant between March 15 and May 15 and/or September 15 and November 30
b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40)
degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work
7. No Plant Installation
a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner
C. Positioning & Location of Plantings
1. Position plants to show the most -prominent and well -formed face to most -public view
2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning
installation
3. Verify location of individual plants,an.d plant beds prior to beginning installation. Do not proceed without
Owner approval
D. Implementation
1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner
2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of
ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor.
Plan accordingly for procurement of materials
3. Continuously update implementation schedule and notify Owner of progress. Delays related to material
availability are not cause for non -completion of scheduled delivery of work
4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for
remedy of schedule delays. Do not work, place or modify frozen soil
5. Report delays due to extraordinary natural or other conditions beyond control of Contractor
E. Clean Up
1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly
clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site
furnishings, etc.
2. Repair any damage to existing conditions that occurred during execution of work.
3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape
Architect.
PREVAILING WIND
I � ...... - _11 ----
DECIDUOUS TREE PLANTING
INOT TO SCALE
�ALLEADER
VE NURSERY STAKE
BRAISIVE RUBBER TIES.
:(3) TWO INCH TREE STAKES,
_L 6" AWAY FROM EDGE OF THE
BALL. STAKE LOCATION SHALL NOT
:ERE WITH PERMANENT BRANCHES.
�S SHALL BE PAINTED BLACK PRIOR
)TALLATION.
TO MULCHING, LIGHTLY TAMP SOIL
ID THE ROOT BALL IN 6" LIFTS TO
TREE, DO NOT OVER -COMPACT.
THE PLANTING HOLE HAS BEEN
ILLED
�NED SOIL. TURN THE SOIL TO
'E COMPACTION TO THE AREA AND
SHOWN.
:-R OF MULCH.
I ON TOP OF ROOT BALL SHALL NOT
D 1"
FINISHED GRADE.
EXISTING SOIL,
SCARIFY SIDES OF PLANTING PIT
TOP OF ROOT BALL SHALL BE FLUSH WITH
FINISHED GRADE.
Pr)TTr)NA Dnr)T QA1 I OCOTO r)KI
EXISTING OR RECOMPACTING SOIL.
SET SHRUB AT ORIGINAL GRADE OR UP
TO 1/8 DEPTH OF ROOT BALL.
2" SHREDDED HARDWOOD MULCH OR
APPROVED EQUAL
MAKE (3) - V CUTS IN SIDES OF THE
ROOTBALL
I PLANTING SOIL MIX PER PLANTING SPECIFICATIONS
7 T
d
7 UNDISTURBED SOIL PEDESTAL
NOTE: SHRUBS INSTALLED IN
2X_
:_[T -f -I i I-ROOT-P i i I— I CONTINUOUS SUCCESSION OR LARGE
ALL __ , ___ , ____ I—- 11
T _1 BED SHALL BE PLACED IN ONE
CONTINUOUS DEPTH BED
SHRUB PLANTING
NOT TO SCALE
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