HomeMy WebLinkAboutSDP201300006 Plan - Approved 2013-01-22GENERAL NOTES
OWNER:
PEABODY SCHOOL
Sheet Title
1232 STONEY RIDGE ROAD
SETBACKS:
CHARLOTTESVILLE, VA 22902
f
ENGINEER:
COLLINS ENGINEERING
SITE PLAN
200 GARRETT ST. SUITE K ;
GRADING AND DRAINAGE PLAN
CHARLOTTESVILLE VA 22902 t
.
UTILI TIES:
TELEPHONE. • (434) 293 -3719
FAX:
2 2813
43 4 9 3 –
SURVEY
CONTACT MR. SCOTT COLLINS, P.E.
EMAIL:
scott@collins–engineering.com
REPRESEN TA 77 VE:
WILLIAMS MULLEN
ACCESS. •
321 EAST MAIN STREET, SUITE 400
M
CHARLOTTESVILLE, VA 22901
TAX MAP NO.: 76M1-15
AREA: 5.091 AC.
CURRENT ZONING: PUD– COMMERCIAL (ZMA 96 -21) & SUP 1996 -46. SPECIAL USE PERMIT
2012 -30 CURRENTLY UNDER REVIEW. PROPOSE D SP APPLICA 770 N IS A N
AMENDMENT TO COND177ON #1 OF THE SUP 1996 -46 TO INCREASE THE
STUDENT ENROLLMENT UP TO 210 STUDENTS
USE.
EXISTING PRIVATE SCHOOL. PROPOSED ADDITION OF A GYMNASIUM AND
Sheet Title
CLASSROOMS TO THE EXISTING FACILITY. PROPOSED HEIGHT- 40' MAX.
SETBACKS:
FRONT SETBACK: EXIS77NG 30' SETBACK FROM STONEY RIDGE ROAD
EXISTING CONDITIONS
PROVIDED FRONT SETBACK. • 10' FROM STONEY RIDGE ROAD
SITE PLAN
PARKING SETBACK: EX. 10' PARKING SETBACK FROM STONEY RIDGE ROAD
GRADING AND DRAINAGE PLAN
SIDE SETBACK.- 20' SIDE BUILDING SETBACK
UTILI TIES:
EXISTING FACILI TY IS CURRENTL Y SERVED BY PUBLIC WA TER AND
LANDSCAPING PLAN
PUBLIC SEWER
SURVEY
BOUNDARY SURVEY PROVIDED BY LINCOLN SURVEYING IN AUGUST, 2012.
8"
TOPOGRAPHY WAS PROVIDED BY COMMONWEALTH LAND SURVEYORS IN
I V, o,..
JANUARY, 2013.
ACCESS. •
THE SITE CURREN 1L Y HAS AN EXISTING ACCESS ENTRANCE FROM STONEY
M
RIDGE ROAD THAT SERVES AS THE ACCESS TO THE SITE.
OPEN SPACE:
1.92 ACRES OF THE 5.09 ACRE PARCEL IS CURRENTLY DEEDED OPEN
SPACE IN DEED BOOK 1342, PG. 238 & 239; AND DEED BOOK 1102, PG.
I
722. THE DEEDED OPEN SPACE ON THE PARCEL IS CURRENTLY 38 %t OF
W
w
THE PARCEL'S TOTAL AREA. '
PARKING:
THERE ARE CURRENTLY 33 EXISTING PARKING SPACES ON THE PARCEL
WITH ADDITIONAL LOADING SPACES USED FOR DROP –OFF /PICK –UP AND ;,
SPECIAL EVENTS. 28 ADDITIONAL PARKING SPACES ARE PROPOSED WITH
THIS SPECIAL USE PERMIT AMENDMENT, WHICH INCREASES THE TOTAL
PARKING FROM 33 SPACES TO 61. IN ADDITION, THE PEABODY SCHOOL
DOES HAVE A PARKING AGREEMENT WITH THE OTHER ADJACENT PARCELS
.j
TO ALLOW OFFSITE PARKING FOR SPECIAL EVENTS AND STAFF PARKING AS
NEEDED.
W °
THE TOTAL PARKING FOR THE PEABODY SCHOOL IS AS FOLLOWED:
PROPOSED STUDENTS. • 210 STUDENTS
F_ U
PROPOSED TEACHERS /STAFF 37 EMPLOYEES
GUEST PARKING: 1 SPACE PER 15 STUDENTS = 14 PARKING SPACES
rr~^^ W
STAFF PARKING: 1 SPACE PER STAFF MEMBER = 37 PARKING SPACES
SPECIAL EVENTS: OFFSITE PARKING (ADJACENT PARCELS & BUSINESSES)
e s
TOTAL PARKING REQUIRED: 51 SPACES
MEW 4 e
TOAL PARKING PROVIDED: 61 SPACES
TRAFFIC GENERATION (TRIPS PER DAY):
THE INCREASE OF STUDENT ENROLLMENT TO 210 STUDENTS WILL CREATE
THE FOLLOWING ESTIMATED TRAFFIC VOLUMES (BASED ON THE ITE 7TH
EDI 77ON TRIP GENERA TION MANUAL FOR PRI VA 7E SCHOOL):
ORIGINAL SUP: 140 STUDENTS
WEEKDAY (A.M. PEAK HOUR): 126 VEHICLE TRIPS PER PEAK HOUR
WEEKDAY (P.M. PEAK HOUR): 86 VEHICLE TRIPS PER PEAK HOUR
PROPOSED AMENDMENT TO SUP: 210 STUDENTS
WEEKDAY (A.M. PEAK HOUR): 189 VEHICLE TRIPS PER PEAK HOUR
WEEKd A Y (P.M. PEAK HOUR): 128 VEHICLE TRIPS PER PEAK HOUR
WA 7E•RSHED: MOORE'S CREEK WA TERSHED, THIS SI TE IS NO T LOCH TED WI THIN A, PUBLIC
WA TER SUPPL Y RESERVIOR AREA.
CRITICAL SLOPES. • NO CRI77CAL SLOPES EXIST WITHIN THE PROPOSED LIMITS OF DISTURBANCE.
EXISTING CRI77CAL SLOPES DO EXIST WITHIN THE DEDICATED OPEN SPACE
AREA AND WILL REMAIN UNDISTURBED.
FLOODPLAIN: FEMA MAP N0: 51003CO288D, DATE. 21412005
NOTE.• THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS.
LIGHTING. • NO LIGHTING IS PROPOSED AT THIS TIME FOR THE PARKING LOT EXPANSION.
THERE WILL BE EXTERIOR LIGH77NG PROVIDED ON THE PROPOSED BUILDING
EXPANSION WHICH WILL MEET THE ALBEMARLE COUNTY LIGH77NG AND DARK
SKY ORDINANCE. THESE LIGHT FIXTURES SHALL NOT EMIT MORE THAN
3, 000 LUMENS
TRASH COLLECTION: THERE IS AN EXIS77NG DUMPSTER LOCATED ONSI7E• AND SHOWN ON 7HE
SITE PLAN
r
0 —4 i a I - .
79- 17- 14 1-i _2_ 0 0
. __A r [I 11ji
MAJOR SITE PLAN AMENDMENT
SCOTTSVILLE DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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PHASING: NO PHASING IS PROPOSED
EXISTING IMPERVIOUS AREAS. • ROADS /CIRCULATION:
IMPERVIOUS AREAS: ROADS /CIRCULATION: EXISTING BUILDING: 20,372 SF
PROPOSED BUILDING: 8,785 SF EXISTING SIDEWALKS. • 3,397 SF
SIDEWALKS. • 915 SF EXISTING ROADS /PARKING. 19,937 SF
ROADS /PARKING: 12,280 SF EXISTING BASKETBALL COURT: 5,012 SF
(PERVIOUS PA VEMEN I)
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SHEET LAYOUT
SCALE: 1" = 50'
OWNER
PEABODY SCHOOL
1232 STONEY RIDGE ROAD
CHARLOTTESVILLE, VA 22902
ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
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VICINITY MAP
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
SITE PLAN
4
GRADING AND DRAINAGE PLAN
PROPOSED PAVEMENT
TYPICAL NOTES $ DETAILS
6
LANDSCAPING PLAN
51
TOTAL SHEETS
LEGEND
ROAD
- ^ _ - - - —
EXIS77NG CULVERT
DEPARTMENT OF COMMUNITY DEVEL PMENT
CUL VERT
U t3
DROP INLET & STRUCTURE NO.
„ .,,,, ,
CURB
z-
CURB & GUTTER
------ --200 -- - ----
PROPOSED PAVEMENT
� I
EC -3A DITCH
6"
DEP774 OF EC -3A DITCH
-- ---"
EC -2 DITCH
8"
DEPTH OF EC -2 DITCH
... w...
EARTH DITCH
DEPARTMENT OF COMMUNITY DEVEL PMENT
DRI VEWAY CUL VERT
U t3
BENCH MARK
„ .,,,, ,
CLEARING LIMITS
z-
VDOT STANDARD STOP SIGN
------ --200 -- - ----
EXIS77NG CONTOUR
200
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVA77ON
.�—
TBC DENOTES TOP/BACK OF CURB
11 t
T/B DEN07ES TOP OF BOX
APPROVALS
I DATE
DEPARTMENT OF COMMUNITY DEVEL PMENT
PLANNER/ZONING
U t3
ENGINEER q'
-,
W I I No
INSPECTIONS : A _�_ Zt_,,_,, ,_
((Adca
ARB
In
G--
DEPARTMENT OF FIRE RE, C, E
I 9 /
ALBEMARLE COUNTY SERVICE AUTY40111Ty,o99ftAo61W
li /:i/.3
- VIRGINIA DEPARMENT OF TRANSPORTATION qjPf
11 t
HE LT I DEPARTMENT o-, I I
I V, o,..
T OF1
o "n
ii SCOTT. . COLLINS
Lic. No. 035791,E
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TMP 76M (1) -3-OA
FOXCROFT OWNERS
ASSOCIATION, INC.
D.B. 3483 P. 572
TMP 76M1 -2 -A
2.246 AC.
FOXCROFT OWNERS ASSOCIATION, INC.
P.O. BOX 1196
CHARLOTTESVILLE, VA 22902
D.B. 3483/PG. 572
D.B. 1657/PG. 135
D.B. 1662/PG. 722
l
le SEWER EASEMENT
D.B. 1342/PG. 238
D.B. 1119/PG. 33
D.B. 110,2Jf . 7122
i
/ 60
N E D 8uV:,V:F
23823
8 1 342 p
D 72Z
\ LEGEND
\ \ EXISTING OPEN SPACE
TMP 76M1 -16 \
7.63 AC. \ \
STONEY RIDGE ROAD, LLC \
9041 HERMITAGE ROAD, SUITE 100 \
RICHMOND, VA 23228 \ \ LIMITS OF DEMOLITION
D.B. 2459/PG. 580
D.B. 1549/PG. 638 \
D.B. 1342/PG. 238
8 � \
�� // / / %`•`'` -A.:- �1 k Yom\ T _
r 450 ----
------'
_-444
�/ - -•_._. ---'- �.. ._--- 448 —
AS J-
I
I I I PLAYGROUND AREA l
I 1 \
HAIN LINK FENCE I �� \ \\ \
XI$ I G \
f TMP 76M1 -15 I CLASSROOM
/ 5.091 AC \ BUILDING -TO \
THE PEABODY SCHOOL E REMOVE \
1232 STONEY RIDGE ROAD
CHARLOTTESVILLE, VA 22902 / \
`
D.B. 1599/PG. 258
D.B. 13421PG. 238
f 1
h
BENCHMARK
EXISTING FINISHED
j CONCRET W�LK ELEVATION - 456.60
r x 1 STORY BRICK AND EXISTING FIRE
~� I FRAME WITH BASEMENT DEPARTMENT—
CONNECTION
PEABODY SCHOOL
EXISTING TRAM
Q I I 1 TO REMAIN
20' DRAINAGE EASEMENT�j
- -� .B.1342/PG.236
\ D.B.1102/PG. 722
5 �1
.�x ?>e�,�_Ata�,.: ok�� art; x� _. =.";� - _'-'•'�� _n. (\C1. �� � � _
V. ( f EXISTING 5' r \ :� \ :: �.. vl `
\ ( X NOTE: EXISTING
DRAINAGE / :::j `
/ J CONCRETE WALK I
J STRUCTURE TO BE RELOCATED .. / � I � EXISTING
M 1 I 8 "x6° TEE
V
r (1) - 8" G.V.
\ \ \ 1 _ _-\ I I, , (1) 6" G.V.
1 NOTE• EXISTING 4 I
X 448
200E DRAIN \ T'
! EMOLISHED EXISTING 30' NOTE: EXISTING
BUILDING SETBACK ASKETBALL COURT & _-
_ FENCE TO BE DEMOLISHED l<
\ —444
\ ISTING TREELINE
• 54 W m
`_Q SHED TOO REMAIN
_EXISTING 6" PVC--" / / I EXISTING TYPE A
EXISTING SIGN j B LOW-OFF ASSEMBLY
15' VEPCO EASEMENT SPRINKLER LINE / JZ
D.B. 3329, PG. 66,71 PLAT-
AC Lp
\ - 4�0 � WATERLINE EASEMENT
NOTE: EXISTING OUTFALL PIPE D.B. 3373/PG. 221
SAND OUTFALL TO BE RELOCATED
'y y 15 VFPC E S M
- D.B. 1332 PQ.534 ;�,t`/ \ 30
\ 446- -- ) '
\_15' UTILITY EASEMENTS
D.14.80 D.B. 1066/PG. 653 °
• J 438., _x }%
/ /.. - ( 15' GASLINE EASEMENT,\�J`-'
'D.B. 1120/PG. 214
r" ' , % � � \ � -- cry- - °rCT'- �C�_. -�\� ` \�CT_..•_� -��r —Z �C"`:��
SOUTHERN PARKWAY
(90' PUBLIC R/W)
TMP 09000 -0O-0 _000A4 __
ACREAGE: 7.01 AC.
MILL CREEK PUD HOME OWNERS
D.B. 1267, PG. 089
ZONED: PUD
444— -
EXISTING ENTRANCE OFF OF SOUTHERN PARKWAY
SHALL BE CLOSED AND REPLANTED AFTER / t -
ONSTRUCTION. ENTRANCE SHALL BE REMOVED TO THE
`ASPHALT AND THE AREA RESEEDED SO THERE IS NO f
PHYSICAL CONNECTION POINT WITH SOUTHER PARKWAY
/ I
T.M 76M(1) -13
AC EAGE:2.00
EXECUTIVE PR,
D.B. 292, PG. 1
ZONED: P Q
WATER METER
FIRE HYDRANT
.V.
15' VEPCO EASEMENT
D.B. 1332 PG.534
TMP 76M1 -14
2.08 AC
PETCHEL, ROBERT OR KATHE
\ 325 ELLINGTON BEND
CHARLOTTESVILLE, VA 2299a
\, D.B. 1525/PG. 259 /
NOTE: ADDITIONAL BENCHMARK LOCATED
ON BOLT ON TOP PLATE OF HYDRANT AT
INTERSECTION OF SOUTHERN PARKWAY
AND GRISTMILL DRIVE
(ELEV. 449.26)
CRAPHIC SCALE
15 30 60
( ITS FEET )
1 inch = 30 IL.
120
NOTES:
1. BOUNDARY SURVEY PROVIDED BY LICENSED LAND SURVEYOR THOMAS LINCOLN
IN AUGUST 2012. TOPOGRAPHY PROVIDED BY COMMONWEALTH LAND
24' E /P -E/P SURVEYORS IN AUGUST 2012.
2. THE LIMITS OF THIS PROJECT DO NOT CONTAIN ANY 100 YEAR FLOODPLAIN
ELEVATIONS. SOURCE: FEMA MAP #51003CO288D DATED 02/04/2005.
3. THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
TMP- .09000- II3- 00 -000AO 4. THERE ARE NO WPO STREAM BUFFERS LOCATED WITHIN THE PROJECT LIMITS
ACREAGE: 1.97 AC.
VILLAGE HOMES II AT MILL CREEK OWNER ASSOCIATION INC.
D.B. 2989, PG. 646
ZONED: PUD \
' 7TH p`
SCOT R. COLLINS�Z
Lie. No. 035791,2
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/ bP�N SPACE A{r 1'' /� /1
;, /` ', ,3 �. ;/ / /, 5 \ "♦\ \ . \\ / , \ \� \ \ �' / \' / / / r \�� / .. .. ..... ............ .. .. . .. .. 1
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/ "'I;' /'' / /' /I ' I''ISTORMWATER
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SEWER EASEMENT
D.B. 1342, PG. 238,239 PLAT k- f
D.B. 119, PG. 33, 36 PLAT � _�'
D.B. 1102. PG. 722" Its /l
m
1342 PG. 238,239 PLAT
1102, P . 722
0 G
& HANDRAIL, SEE ARCH.
FOR DETAILS AND I
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MANAGEMENT" ,' %`!'�' T. : = x x SEE WPO PLAN FOR DESIGN INFORMATION. I \ \ \ ' ' ' ' ' ' • ' ((` ' ' ".
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EASEMENT ri ; /' "f' x x x /
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/ F ;' ;
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VDOT CLAS%'
(Wl=3.76,
VERTICAL SCALE
5 0 2.5 5 10
( IN FEET )
I inch = 5 ft,
HORIZONTAL SCALE
50 0 25 50 100
.�f
i f. 0077
( IN FEET )
1 inch = 50 CL,
•, I I OPEN SPACE' ' ' '
D.B. 1342, PG. 238,239 PLAT
D.B. 1.1.02, PG. 722
CRITICAL SLOPE
20
200
460 PROPOSED GRADE --` Lq
o
r
Table 8: Pipe ',.p5oqn- Table i i t
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f
for OMP J �wFOOlafor.RCP n 0.01 f6r,HbPE.
...........
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0 Pipe fol. 2.0Ui
Ci I
OUT 0.07 0.60 0.4X 6.4w 40-00 5-31 2:34 �m Q., lf2 0, v
I. .
o 4
Pipe, f.un,:4 OUT
i98. E0 0.21 :2.03 5 3.0 1 0.4. -1 0.6�3 �s
450 450 4 0,328 441�2 1 '401.00. "1 :1 loom -*41 1 (ol 1
0 o'v
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-A 0 . ..... ............. ... ... ...........
iY ii
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a. > 7
z.......... ..
.............
-T— --3 .......... ....
0.44 0.00 .37 23
,Q.-67 �.65 .44
2 ..............
445 445
93 6,5 12A
our 45050 449.00 78,11 .0,19,2 15.
.......... .....
VDOT STD. EW-1 . . loo,�b
.....................
15" HDF LF .4 0.42r �O33 -7— ....... ..... ........ ....
I I I - _ 10�W 6.21 2.0 AN&
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INV OUT: 441.00----, 17 7,: 0.44 O�
ORAINA............ .................... ..... ... ..
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r-E DESCRIPTIONS ........ ........ ......
.............................
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440 440 PIPE INFORATION. INLET IWOFWATION ..................... ........
Yj $TR. .........
DIA. LENG" SLOPE INVERT INVERT - Curb SLOT PJM* OOMWENTS ilmd ".1
Kin OlAt mlr"rvoc 4
VDOT CLASS I RIPRAP OUTFALLJ _jLnj IN (w 'W"11-4 Tyoe, LENGTH ELEVATION vw-.
(W1=3.75', W2=9.25', L=8', D=2') EXISTING GRADE -3A CG-2 12 454.�O- VEPT S�m-.L-571 ........
?.,. DI -.3A ..... f
435
uol*
PROPOSED
GRADE
......... ........
.1 16 70.11 tgr/o: 450;50, 449,0.0 HDPE .. ..... ........
....... .... ..
435
4 DI-3A cG•2 8 446:50 VDbT-$M. i§'l
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1" RESIDENTIAL > ui 5
N Lo
WATER CROSSING TIT 0
O
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4" FIRE LINE
D
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440 440 PIPE INFORATION. INLET IWOFWATION ..................... ........
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DIA. LENG" SLOPE INVERT INVERT - Curb SLOT PJM* OOMWENTS ilmd ".1
Kin OlAt mlr"rvoc 4
VDOT CLASS I RIPRAP OUTFALLJ _jLnj IN (w 'W"11-4 Tyoe, LENGTH ELEVATION vw-.
(W1=3.75', W2=9.25', L=8', D=2') EXISTING GRADE -3A CG-2 12 454.�O- VEPT S�m-.L-571 ........
?.,. DI -.3A ..... f
435
PROPOSED
GRADE
......... ........
.1 16 70.11 tgr/o: 450;50, 449,0.0 HDPE .. ..... ........
....... .... ..
435
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0+00 0+50 1+00 1+50 1+75 1 i
EXISTING
STR CLASSROOM
STR-2—OUT —4 OUT BUILDING
PROPOSED MODIFICATION TO
XISTING BIO-FILTER. SEE WPO
•
PLAN FOR DESIGN INFORMATION
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ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD
& BRIDGE
SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS
PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE
ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT
OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE
MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED
AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND
VEGETA PON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM
SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE
SUBGRADE.
► i � i
1. ALL PIPE CULVERTS, EXCEPT PRIVA TE ENTRANCES, SHOWN
HEREON ARE TO BE RCP WITH A MINIMUM COVER OF TWO (2) FEET.
2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE
PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD
CONDITIONS INDICA TE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF
TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF
FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH
THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS
UNLESS OTHERWISE 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.
I
I sac STREET APPROACH SAME SURFACING
IRADI SHOWN 714 BE�ASSt I � � � AS MAINLINE ROADWAY (SEE NOTE 6)
I
.-.. (RADIUS TO BE AS
SHO
WN ON PLANS)
RADIAL COMBINATION
CURB AND CUTTER
f
cc- b�(SEE NOTE 7)
SIDEWALK w
I
(SEE NOTE 2) k 6„ OPTIONAL 8"
FLOW L!
(li
JOINT " I
a
, -,
NOTE. . WIDTH 18' 21-01 OR AS A � MAINLINE ROADWAY
SHOWN ON TYPICAL SECTION.
PLAN VIEW
MAINLINE ROADWAY SLOPE
10'PARABOLIC CURVE
EDGE OF SHOULDER O R
GRADE CHANGE
'D"
8 X MAX. ---- D
SLOPE CHANGE _ -
OPTIONAL FLOW LINE
HIGH
D
MAINLINE ROADWAY
.3%
-
500 -1500 YPD
:93X
BX MAX. D
LOW
LESS THAN 500 VPD
SLOPE CHANGE --
8 X
Z
ON PLAN UNLESS DIRECTED BY THE &EOTECHNICAL
~-- D
REINFORCED FILL SHALL CONSIST OF :GRANULAR SOIL FILL
122078
ENGINEER, TO REMOVE UNSUITABLE SOIL.
r1i
"MITH;USCS SOIL TYPES` GP,G4V,; OM, GC 5W, SP, SM, OR 56
24'MNMUM FOR
5' MIN.
COMMERCIAL ENTRANCE
M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
�
SECTION A - A
CLASS A3
CONCRETE
SECTION C -C
GENERAL NOTES
1. WHEN CG-111S USED FOR STREET CONNECTONS, THE
CONNECTION MUST BE DESICNM IN ACCORDANCE WITH
AASH70 POLICY AND THE APPLICABLE REQUIREMENTS
OF THE VOOT ROAD DESIGN MANUAL, INCLUDING SIGHT
DISTANCE REQUIREMENTS.
2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS
WITHIN THE LIMITS OF THE RADA SHOULD BE
INCREASED TO 7 ".
3. WHEN USED IN CONJUNCTION WITH STANDARD CG -3
OR CG-7, THE CURB FACE ON THIS STANDARD IS TO
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
CONFIGURATION.
4. SEE STMOARD CG -12 FOR CURB RAMP DESIGN TO BE
USED WITH THIS STANDARD.
5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
PORTION OF GUTTER TO PRECLUDE PONDING OF WATER.
ENTRANCE NOTES
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
T� E TR I
OUREE. D TO PROVIDE POSITIVE DRAINAGE ACROSS
7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
R/W LINE 4EXCEPT ANY SUBGRADE STABILIZATION
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN IE
OMITTED IN THE ENTRANCE.)
8. RADIAL CURB OR COMBINATION CURB AND GUTTER
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
EXCEPT FOR REPLACEMENT PURPOSES.
9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS.
ALLOWABLE ENTRANCE GRADE CHANGES
ENTRANCE VOLUME
GRADE CHANGE
'D"
DESIRABLE
MAXIMUM
HIGH
MORE THAN 1500 YPD
0 X
.3%
MEONM
500 -1500 YPD
:93X
6 %
LOW
LESS THAN 500 VPD
S 6 %
8 X
NOTE: ALLOWABLE ABLE ENTRANCE STREEGRADE ONNECT�1SS NOT
CG-11
R FERN CE METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
502 AND COMMERCIAL ENTRANCES REV 8/0
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04
PA YEMEN T
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 5, THE DEVELOPER WILL BE
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. ALL
FINAL PAVEMENT DESIGNS AND CBR TESTS MUST BE APPROVED BY VDOT PRIOR TO PLACEMENT OF
ANY STONE OR PAVEMENT LAYERS.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE
BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
GRADATION FOR TYPE 1, ll, OR 111 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 THAT 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.
7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC -250 ® 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 ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE
RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY
VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY.
TYP. NO.8,89, OR 9 AGGREGATE
IN OPENINGS BETWEEN PAVERS-
EAGLE BAY AQUA BRIC TYPE 4 "L" 3 -1/8"
THICK FOR VEHICULAR TRAFFIC
BEDDING COURSE 1 1/2" TO 2"
THICK (TYP. NO.8 AGGREGATE) -�
4" FILTER COURSE (ASTM No.57)
OPEN GRADED CRUSHED AGGREGATE
12" RESERVOIR COURSE (ASTM No.2)
CRUSHED AGGREGATE BASE COURSE
FILTER FABRIC GEO- TEXTILE LINER
COMPACTED
SUBGRADE
UNDERDRAIN SYSTEM
4" PERFORATED RIGID PVC
PERMEABLE PAVERS PAVEMENT DESIGN
NO SCALE
GENERAL NOTES:
1. THE DE TECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2, DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A-4 E PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION, OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
J. SLOPING SIDES OF CU R B RAMP MA Y BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS $O
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4.
5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED I'CENTER TO CENTER ALONG
BOTH SIDES OF THFI RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER If2.
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CUR131 REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP - INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN 13E APPROACHED, ENTERED
AND USED BY PEDESTRIANS.
8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
THHAATCTHE SLOPEN ATSTHE CONNECTION TOFF LIMITS THE ISSSWALK AND
PERPENDICULAR TO THE CURB,
9, TYPIG CONCRETE SLOE ALK IS 4" Jj�CK. HE THE ENTRANCE RADII CA*OT
ACCOAl ODATE ThE 1 I C REQUIREMEN�IT F NANTICIPATTED HEAVY TRUCK
TRAFFIC. REFER TO 5T D, CG-!3, COMDERCIAL EN RAN(CE 4HEAVY
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
CG -12
TYPE B
PARALLEL
10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4"
TRUNCATED DOME
C-C 0 0
O 0 Of 4'00 0000 00
0 0 0 0 0 0 0 0 0 0 0 0 0 OT
:t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fl
0 �
O.2" 0 0 0 0 0 0 00 0000000°
5O% - 65f OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VARIABLE
0.9" - 1.4"
BASE DIAMETER 4' MINIMUM.
TRUNCATED DOME PAY LIMITS
DETAIL DETECTABLE WARNING
DETAIL
SHEET I OF 4
SKCFICATM
CG -12 DETECTABLE WARNING SURFACE fEFEFDa
REV. 7/05 GENERAL NOTES az
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION
LIST 1: GENERAL CONSTRICTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PRRMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VOOT). 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-.A L-L «__CONSTRUCTION -,W �-T i'-1EDS SHALL CONFORM-TO - CURRENT SPECIFICA TIONS
ALfA TERIALS �P��
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SIL TA TION CONTROL 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 WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
10. SEE RWSA GENERAL WATER AND SANITARY SEWER NOTES ON SHEET S -2 FOR CONDITIONS
SPECIFIC TO WORK ON OR NEAR RWSA FACILITIES
General Goaustruetion i4ot.ee for Streels (This list is in addition w the Generat 611struction
Notes)
.l. All materials and construction must be tested and docuaneawd according to VDQT
standards and apecifLcattions.
2. Surface drainage and pipe discharge must be retained within th a public rightrof way or
within easements prior to acceptance. Ali drainage outfall easennents are to be extended to
a boundary line or a natural watercourse.
3. Guardrail locations are Appmximata, Exact length, location and appropriate end treatments,
will be field verified at thes time of construction. Additional guardrail my be required at
locations not bhown when, In the opinlon of 'VOW (for public roads) or the County
Engineer (for private rased;), or designee, it Is deemed necessary. When guardrail Is
required; iii shall'be installed four (4) feet -offsetfrom feet
pardra 1, and roadway shoulder widths shall be lacTemod to seven (7) Beset.
4. WlIcro urban civas :vactlorts am installed, all residential ddvaway entmaces shall ecntfonu
to VD0T CO-9(A, B or C),
5. Whore rural crass sections are installed, all residential driveway entrances shall confarm. to
VOOT standard PE-1.
-- ---
6. Cokuplimam with tells minimum pavement width, sl=ldor wldth and ditch motions, as
shown on the typical _pavement section d"etall, shall be strictly adhered to.
7. Rflhd plan approval for subdivisions :is subject to final subdivision plat validation. Should
Lhti final plat for this project expire prior to signing and Recordation, then approval of these:
plans shrill be Chill and vold.
b. All signs or other regulatory devices lahal.l conform with the Virginia Manual for Uniform
Tt f - o Control Devices and tho A "lbamic County Road Nanning and Property Numbering
Or linanco and Manual.
9, Triffic control or other regulatory signs or barricades shall be Installed by the developer
whon, in the opinion of the County Engineer, or designee, they are deemed necessary In
order to provide safe and convenient access,
10. Thi: speed limits to be posted on speed limit signs art S mph below the design speed, or as
del erm1ned by VDOT for public coatds.
ii. VL1M standard CD-1 or CD-2 crass - drains are to be installed under the subbase material
at all cut and fall transitions and grade saig paints as shown on the road profiles.
12. A Video camera inspection is required far all stortri sewers and culverts that are deemed
lna cacessible to VDOT or County lnspecoions. The video Inspection shall be conducted In
accordance with VDOT's video camera Inspection procedure.
(VARIABLE WIDTH)
4" CONC. (3000 PSI AT 28
DAY, OR STONGER)
4'
:.
SEGMENTED WALL SPECIFICATIONS
GENERAL NOTES.
1.0
STRIP VE&ETATIVE AND ORGANIC SOIL FROM THE WALL
13:0
FIELD ADJUSTMENTS OF BLOCK ALI&NMENT MAY BE MADE'
#68 OR #78
STONE BASE
D G
AN Et]GRTD ALIaNMENT,
6"
WITH MS
NF I H THE USE OF HI.
ON NON -REI QRCEMENT LAYER T SHIMS
5 N
2:0
BENCH CUT ALL EXCAVATED SLOPES,
w
OR ASPHALT SHIN€rLES TO RAISE ONE COURSEOF BLOCK BY
30
DO NO T EXCAVATE BEYOND EXCAVATION L INES SHOWN N
4 INCH VERTICAL HETGH .
A MAXIMUM M O =' 1
Z
ON PLAN UNLESS DIRECTED BY THE &EOTECHNICAL
14.4
REINFORCED FILL SHALL CONSIST OF :GRANULAR SOIL FILL
122078
ENGINEER, TO REMOVE UNSUITABLE SOIL.
r1i
"MITH;USCS SOIL TYPES` GP,G4V,; OM, GC 5W, SP, SM, OR 56
4.0
CONTRACTOR SH ALL E NSURE TEMPORARY EXCAVATIONS AR E STABLE
WITH <A MINIHUM AN6LEOFINTERNAL FRICT =ON , OF 30 DEGREES
�
AND PROVIDE EXCAVATION SUPPORT IF NEEDED,
AS OUTLINED IN DESIGN PARAMETERS'- NOTE 4,
5.0
GECTECJHNICAL ENGINEER SHALL. VERIFY' FOUNDATION,
E
LOW PLASTICITY SILT OR CLAY (ML -CL) CAN BE USED SUBJECT TO
0
SOILS AS BEING COMPETENT PER THE DESIGN PARAMETER$,
0
APPROVAL BY THE GEOTECHNICAL ENGINEER.
6.0
LEVELING PAD SHALL CONSIST OF COMPACTED 5AN0, GRAVEL,
+/,,AXIJNAUM, PARTICLE SHALL BE LIMITED TO 4INCHES IN DIAMETER,
OR COMBINATION AND SHALL BE A MINIMUM 6; -INCH THICK
THE FINE FRACTION (MINUS NO, 40 SIEVE) SHALL HAVE "A MAXIMUM
LAYER WITH A MINIMU�A WIDTH OF 24INCHES',
LIQUID LIMIT (LL) OF 40 AND A MAXIO.QN, PLASTICITY INDEX (PI)
a
AS AN ALTERNATIVE, A N,ININIUM 3 -INCH THICK LAYER OF
OF 20. THE BACKFILL SHALL BE FREE OF DEBRIS AND OR&ANIC MATTER.
LEANCONCRBTE (F- OWABLE FILL) WITH A 28 -DAY COMPRESSIVE'
U
HIGHLY P- XPAN51VE SOILS (MH -CH) SHALL NOT BE USED IN THE
STRENGTH OF 200-300 PSI MAY BE USED AS A LEVELTNC PAD,
REINFORCED FILL ZONE,
7.0
A 4-INC -D TAM. ETER SLOTTED DRAIN A &E PIPE SHA LL BE INSTALLED
15.0
REINFORCED FILL SHALL BE PLACED IN 8, -INCH LIFTS AND
_
BEHIND' THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT
°o
COMPACTED TO A MINIMIJIM OF 9596 OF MAXUMUM STANDARD'
THE BASE OF THE YVALL (40 FEET ON CENTER) AND EXTEND BEYOND
PROCTOR DENSITY (ASTM D- 693). COMPACTION 'TESTS 'SHALL
THE FINAL GRADE TO DAYLIC7HT (SEE DRAIN DETAIL),
(�
BE PERFORMED AS THE WALL 15 INSTALLED. COMPACTION
8.0
DRAINAGE AGGREGATE AND UNIT (CORE) FILL SHALL CONSIST OF
WITHIN 3 FEET OF THE WALL SHALL BE LIMITED TO HAN)-
CLEAN ANGULAR GRAVEL (VDOT N0. 57 STONE), MEETING THE FOLLOWING
OPERATED EQUIPN.,ENT,
GRADATION AS DETERMINED IN ACCORDANCE WITH A5TM Q -422.
16..0
A VIBRATORY PLATE TAMPER SHALL BE USED TO DENSIFY
NO 57 STONE, COMPACTION TESTS CAN BEWA:IVED
Z
SIEVE SIZE PERCENTA(7E PASSING
WHERE NO, 57 STONE Ia USED -AS REINFORCED FILL.
Ov
1 -1/2 INCH i00
17.0
CONTRACTOR SHALL SLOPE SITE 6RADES'TO D --RECT SURFACE
I INCH 95 -100
RUNOFF AWAY FROM, WALL AT END OF EACH DAY TO AVOID
1/2 IN-H 25- 60
J
WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION,
J
NO, 4 0 -10,
18.0
ANY SURFACE )RAINAGE FEATURES, FINISH GRADING, PAVEMENT
NO. 200 0' -5:
OR TURF' SHALL BE INSTALLED IMMEDIATELY AFTER THE' ?WALL IS
N
o
COMPLETED,
9.0
GEOGRIDS SMALL BE LAID HORIZONTALLY ON COM)ACTED
19.0
IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR 'MALL
z
BACKFILL FOR THE REQUIRED GEOGRID LENGTH (GL) IN THE
LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN'
TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE)
PARAMETERS, THE CONTRACTOR MUST CONTACT THE WALL DESIGIN
NOTED.ON THE `YVALL PROFILE, THE GEOSRID SHALL BE
ENGINEER PRIOR TO PROCEEDING WITH 'THE CONSTRUCTION OF
PLACED ;!WITHIN ONE INCH OF THE FRONT FACE OF
CO
THE WALL,
THE UNIT BELOW AND EXTEND HORTZOM1tTALLY
20.0
'DETAILS FOR FENCE OR HANDRAIL POSTS AT THE TOP OF THE WALL
Q
OVER"COMPACTED FILL,
H
AREPROVIDED ZNCLUDLN& OPTION5 FOP FENCE POST BEHIND WALL
10.0
SEGI',AENTAL RETAINING )AIALL (SRW) UNITS MOLDED DIMENSLONS'
OR INSTALLED WITHIN SLEEVE -IT FENCE POST SYSTEM. (SEE SHEET 3 OF 10).
SHALL BE 8 INCHES HIGH BY 18INCHES LOP16 BY 12 INCHES DEEP
ULI
a
(ROCK1,VOOD CLA55IC 8) OR 11 INCHES DEEP (ANCHOR VERTICA)
W
Open Cells
AND SHALL NOT DIFFER MORE THAN +1 /3INCH IN ANY DIMENSION.
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(Filled With Stone,)
11.01 A 1 -INCH SETBACK PER UNIT (ROCKWOOD CLA55IC 8)
OR 0,54 -INCH SETBACK (ANCHOR VERTICA) SHALL BE MAINTAINED
FOR PROPER. BATTER (I.E. 7,1 OR 4,0 DEGREE CANT FROM VERTICAL),
12.9 GEO(7RID5 SHALL BE PLACED WITHIN I INCH OF TF-E FRONT FACE
OF THE UNITS AND GEOGRIDS PULLED TIGHT (AFTER PLACEMENT
OF THE NEXT COURSE OF BLOCK UNITS) l-0 REMOVE SLACK
AND TO INTEGRATE GEOGRIDS AND UNITS',
1 4 '
18„
a"
* Nate: Setback = 1" Per 8 " Unit (7.V Batter)
ROCKWOOD CLASSIC 8 VNTT
(Nat to ; Scale)
I
lift
18„
fill
Top Locator Split Face
Concrete LuQ
*
Note: Setback = 0.56" Per 8" Unit (4° Ratter)
ANCHOR VERTICA UNIT'
(Not to Scale)
"'-- 4" 21 -A STONE BASE
CONCRETE SIDEWALK
NO SCALE
i" Setback (Rockwood Classic 8)
0.56" Setback (Anchor Vertical)
�- Top Locator Lug c?r
Boitom Anchor Bar
UNIT CONNECTION DETAIL
(Flat to Scale)
4" Min , 000 o
o
oi� �`�jo
oo(ly n o„oo
VDOT -
#57,
M
M
#68 OR #78
STONE BASE
1,_._
6"
UNDER CURB.
STANDARD
CG -2
NO SCALE
,a
TH OFD
roe
r�
0 SCOTT R. COLLINS'Z
,U Lic. No. 035791
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SHEET NO. a
5
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.
:i:) TREE PLANTING o -."°
SECTION
N.T.S.
E GUYING DETAIL CONSISTS
2 GUYS,SET 120° AROUND
VT PIT ON "UPHILL" SIDE
ER TO TREE
KING DETAIL
4PACT EXCAVATED SOIL
FORM ROOTBALL PIT
DOWNHILL SIDE OF TREE
NCH EDGE AROUND
IRE AREA TO BE
CHED
ER TO ROOTBALL PIT
AIL
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 UNDEIR THE SUPERVISION OF THE LANDSCAPE ARCHITECT
,'_2� TREE PLANTING ON SLOPE ,o -05
SECTION
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. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRU
(AS SPECIFIED 0
DRAWING:
REFER TO 1 l .- III
DETAIL
SHRUB PLANTING
SECTION
RENCH EDGE AROUND
NTIRE AREA TO BE
IVLCHED
Lo-oo,
N.T.S.
CrtuntyofAl".arle - - - -' - ,-
r n+ o. - - --/
ConsrvuiigaPtatnChe�kltst lb 6eplstcedon:i ndsenge�'lans i .,,,
Qbiidbook pp 1W284 -111 -297 far cow010e. sjae�calioits) `"
I.
.
,7:=,;, - 7 u. - /
-` - >- /
BACKFILL TO TERMINATE i. j' 2121itwingitottitsh U Notenenmeoawl %% /
AT TOP OUTSIDE LIMITS OF " N /
i rla to kasaved;
ROOTBALL REFER TO TREE - ij /
� Lrrru to afeteamxg �ouistdedriplzne of traas to lro saveii);. •° �..__ _ ___.. _- .._..,
STAKING DETAIL / -� ;- __._-- -- -
_.__,-_______ -
ADD MULCH OVERTOP OF >as7. Gradeeliangeypeo €proteetivefagang; / -- rT _ ___ - /
ROOTBALL AND PLANTING PIT i Gradeclrarrges rerlurriugtreewellsorwalls; _
LIMITS, BEGINNING AT UN MORE w 1'zopo 04trehc,{nng twIAdwg.tvycutd {tvWnitaarvleari , - ;_/_ - °: __
_Y -�_ �-
THAN t" DEPTH AT TRUNK AND / ,,,rte
TAPERING UP TO A DEPTH OF T ----
3'" AT PLANTING PIT LIMITS, 2. lkiar a: ,% ,' � ----- - -'
THEN TAPER TO PROPOSED 6c1 Ati tr' to basavcd.s> adl b� mark xi n7t}e prssst . '49n .I.- .. t cieaily yisibia ts# equipment epecatgcs . -•� /
FINISHED GRADE a Nogradiagswlbep ,41motdiatwmarl:utg.1mbeen nspectedtaidapgrovedbyaCounty :i*ecior. �,r' M _ j
1' VARI S 3. Prot'anvtrut�toni',onf Lyncor I '� /' - --- �- - -' -- trv\ _-
TYP. $I Tree Preservation and profwfion,aT un:s shall be teviev ed Nvidtthe oantraatot on site: r r 'rte �,, . -__ _
\ / 4. t?aulpment ()oerntian end Sfa+Ye• r r
,* ' . ' U Heavy oluipment, ww'A'lor traffic, and atc+ p of comtructim materials including soil shall not be permitted tividrin.thc dc, glinca of treu� r'
/ \ \�� ` `• ROOTBALL . - \/ tp bexauul: / / / j y/ !
11 �� \i,':;:• "::',::5 '� 4, q���pe��R�iudinaStor t. `/ / -_ `�/
, - ..,::. f ±dr6SLR+aar:Y xmvgjgr it e+ittoa D vl:es• b -
Vii. Such devices shall rtut:e&mely ritrect treks to be unyod, r °�� _ T 1
/� �\ 6. Fires, % .. r . /. _
- i /
v.
BACKFILL WITH CULTIVATED. / -/" !. . , .
CUT AWAY ALL WIRE BASKETS /... .
ORIGINAL SOIL FROM PLANT T' ueaaienotpenttitE$ dvat lunitMSfeettfti,ecirtpfine:vfkr tv.iiasxv,xl. / `.
AND /OR NON - BIODEGRADABLE ��\ \ \�\• ,\/ / `./ . !_ f . ' ' ' ' ' ��
ROOTBALL WRAPPING AFTER " "' _ � PIT EXCAVATION IF LOOSE. IF t 1
EXCAVATED MATERIAL IS NOT 7. 12ML taterw /
FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH %� / i y \ ` /
�I Tox icWaterialsiludlno tbestoredwithnIObfeetofthedri lineo£ttees.tobe:saved. ..':
BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL F \; / i
TO BE UNTIED FROM TRUNK MATERIAL, AMEND BACKFILL /
AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT S. ProteetheFeneln¢ ` , - % / . ' -..' ;' .....��.�
.. ..�.
AT LEAST 1/2 DISTANCE DOWN BACKFILL iN LIFTS BY FOOT. ® Trees tobe.tet advyj tW. qd0' Feetofapreposedbtild; ngoratasiiag; aCtvityshsttb0pr ?atxl€dhyfettein$,. .. �. _.�_ �a4� \
... ,
ROOTBALL. -'
WATER THROUGHLY AT 1/2 Fenciugshaiibe.inpt andshailba, irupectedart¢ appropedbyzLauntyltmg, ctorpri 6ito,gta4iugorcotutrtrctiRAi.. �. '� `'/" l:_�r =�---:- Z=_ j .. - ..
DEPTH. -_' •
SCARIFY BASE OF PLANT PIT 9. -Trtewdts: • ... � '
WHEN EXCAVATING PIT: BREAK \ % 1,'. t
/_ / ..�
THROUGH AND LOOSEN ALL RETURN AND COMPACT LOOSE RBI. When tlu grswttYlavolirtuatbe. xatsedNithai :ttaedrptuteofatceeta saveKl atreewoltshatlgegruv "tdedan4apopsot,d4ot�ietaEi
EXCAVATED MATERIAL TO subntitted for sal ` \
HARDPAN (REMOVE ASln°::.
PLANT PIT TO ESTABLISHED
`... .
\ .
NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO lU, °1'rce tyalts: � `l 5 ,, ' / ..
DRAINAGE! PLANT PLACEMENT
fb) Ylherl Ur4rvund liwel itttr4t: ba:l9wer n, x} illrit7 Ur drillli>ie a trey to t>v sawed a ti"L twill shalt t 3 pgovidvd, and.a cou3trupt[o>? deiait �''"
suhautt. for approval,
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NOTES: 11, 1.....'. ... .. � .
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1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT ZI Whentm, tt;W a ' ' ' _
AGREEABLE TO THESE PLANTING CRITERIA OR- WHERE CONDITIONS AI E !r4dWEthiu.tholluu,Lio'c.l` =itu , it ,dWlbedouea9Caca}tayfromiitOp, §Qfttkesaspcac(ble Ttutueleny j /
ONS R S CONCERNS IN underalarB, treeshallbecousideredas. artalternariue: wherttl:: rsantcipadedlhatneeeesaryireueitir�villdestroySeederrootx. , 1
TERMS OF PLANT SURVIVABILITY OR WARRANTY. ' • • • /
.. .
1t. C'ieanunc . , ...... .. .. , ..... y_ 1
,
2. CONTRACTOR T NOTIFY • • '
0 0 OT Y LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, '\,` / � `
OR INCURRED DURING PLANTING PROCESS. M lyipteWyi:l'eticb sba1 WO),alnititemsiremoveddwrn Qa nat anu'.
G OCES ?€ g 1 f1 .de :p .......... ...... ... %
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a ROOTBALL PIT 13edtreess} itittiletreafo< iunmediutetyhypnrrung> fartile ietianervttiermeilwdsrecomnrenkdbyutraosgecialist. //
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12 SECTION N.T.S. NOTE: 1T.IS'TRE,DEVELOPEWS RESPONSIBILITY T(l C.ONFEIt {YITN THE CtiPr°FRACTQR fSN1'REE;Ct7l+i8ERV 1TIt?r\
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TH '�'C7� �
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Lic. No. 035791 �
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[I .1 \� , /3 CS �� r r ,�v, \ err yds. �5 y fi `> ., , ....... / a l`
`I j, ,,' I r' Y"�, }�/ ( ) �u�l , \'� %,%` r �";%ii,``:i - "ry r���; ✓4� '":`>>,r,\`� �'`y -r 11 [( - I i _ .. �\ Y r / y \ l�Y Fes.., PLANT SCHEDULE %.:
f:6` I `S,,�� ,�;z ! l I '/ \ \' \'� x, , •�'. %.lr l:ct ���,.�;Y'r, ' ..'i\ ,,CS: Y„�'\ ` _ 11 / ' / f l - TOTAL SITE INTERIOR /PARKING LOT /
: :? I i SYM BOTANICAL COMMON NAME SIZE CANOPY
1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION I I I � NOP (sfl QUANTITY COVERAGE s QUANTITY COVERAGE s
j OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER I,: I� . / J to * (2) IV I ' I IS I G I TREES _ .-i _'t ,-•r LU THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA . x i i t� I { N
j 7 AA AMELANCHIER X GRANDIFLORA AUTUMN BRILLANCE SERVICEBERRY 5 -6' ht. 130 3 390 1 130 Q N N rt
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE }} t i �I ! (1 1) I ,'iii { 4
t , i:. I ,. . x 7 __ _ ( I AR ACER RUBRUM RED MAPLE 1.5" cal. 452 1 452 / ;_ .- *\'t CD CD
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD j I I I a o
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. " I 'i 1 J I x » f - `�, I BN BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 10 12' ht. 397 1 397
I t i t t CC CERCIS CANADENSIS EASTERN REDBUD 5 -6' ht. 124 1 124 1 124
k
j 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE ' I ,! r ,
x ____..._L - .._- ._��__�___..- -- -_ :r--- ..,__- -{ }_..-_- 4: ___-,_,,._�,.. __„-_._ 0______ �:_} _-------- ''-- -- t_r--- ---- --t:}- -- CO CELTIS OCCiDENTALIS COMMON HACKBERRY 1,75" cal. 393 f 393
MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND C , '' - - - - - - - - \- - - - - - - - - - - - - - - - - - - - - I
CV CHIONANTHUS VIRGINICUS FRINGETREE 5.6' ht. 125 b 750 3 375 - -'
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE f "' F .� Dv DIOSPYROS VIRGINIANA PERSIMON 1.5" cal. 175 I 175
x
,' . ( I ' GT GLEDITSIA TRIACANTHOS'SHADEMASTEW THORNLESS HONEY LOCUST 12 -14' ht. 315 6 1890
PLANT. / \ iii 3 LB
j J �� "' "4. T { ) I i N5 NYSSA SYLVATICA BLACKGUM 1.5" cal. 310 I 310 '. r 1.
3. EXISTING ENTRANCE OFF OF SOUTHERN PARKWAY SHALL BE CLOSED AND REPLANTED AFTER ( f z 3 IV oA OXYDENDRON ARBOREA SOURWOOD 6 -8" ht. 175 3 s2s (f 1.
CONSTRUCTION '' I I ) I x .R (2) CS / I Q5 QUERCUS SHUMARDII SHUMARD OAK 15 gal 329 3 987 1 329 !`t T_ t9
t �i i I I i I t ~I � EVERGREEN TREES "�! I,
I I ' 2 ( I j IN ILEX 'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 5 -T ht. 44 22 968 J M
u 1` ' I.' I '� I / ( a MG MAGNOLIA GRANDIFLOR 1 G M
CALCULATIONS. i '/ EXISTING 20' ACSA SANITARY ( I I / j {A LTTLE EM LITTLE GEM MAGNOLIA 6 -8' ht. 82 i5 1230 W 11 I g, X I BUILDING SHRUBS N
TOTAL SITE AREA 0 90 9 4 S W,,,� SEW ER EASEMENT ' �'i r� I III 0 AL TE EA AC 3 20 F 1, �, tt I ` i CA CALLICARPAAMERICANA AMERICANBEAUTYBERRY 18 -24" 16 8 128 CANOPY REQUIRED( 10% : } 3,920 SF `1 < D.B. 1342, PG. 238, 239 PLAT �' I I •
171 OP0 ED TREE CANOPY: 10,461 SF . 1` 1 D.B, 119, PG. 33, 36 PLAT I{ I I V I I / FIG FOTHERGILLA GARDENII DWARF FOTHERGILLA 18 -24" 21 21 441 ; / M
D.B. 1102 PG. 722 f , '`': 1. III I / I IG ILEX GLABRA'SHAMROCK' INKBERRY 24 -30" 23 15 345 �j-
TOTAL PARKING LOT TREES REQUIRED: 7.:' �: I I ( i I / Le LINDERA BENZOIN SPICEBUSH 24 -30" 30 5 I50
PARKING SPACES: 25 11 I E 1 // 1/
i' �/. (_. r; �` I I I I I BIORETEN710N BASIN PLANTS -^ i
TREES R P D (1 10) 3 ,- i CCA CARPARPINUS CAROLINIANA IRONWOOD 5 8' ht, 129 258 i �) W
EES PROPOSED: 26 �,. cv � ii I j� I I 2
, { �'' '1`r1 _..cv- 'a' =•>'' Sifi�C5i3- k`:�fsLt'J °x+a zKei••,•�'�vr+zl}'t _"'fi,..r •'Ti%'tPy '�3 - - / 1
I i` I' ysf - - - - - _ - - - - - - - _ - - - - - - - - r CS CORNUS STOLONIFERA'ARTIC FIRE' REDTWIG DOGWOOD
INTERIOR LANDSCAPING & CIRCULATION AREA: 12 280 SF _'�.:' 1 CA - - - - w0 1s 24" 72 s 360 r „{
CANOPY REQUIRED (57.): 614 SF Y / `' �,' :,' , ^Ir' __.. /_ _,_ ,'- '- _._..- _. _... __,_........ ;
j /- J IG tLEXGLABRA'SHAMROCK' INKBERRY 24 30" 23 15 368 N
CANOPY PROVIDED: 958 SF j I'" .''''.EXISTING SANITARY I I ' f 7 YY IV ILEXVERT]CILLATA'REDSPRITE' WINTERBERRY 24 -30" 18 5 90 1 (V
�I I 1 . M IN .. I I;'' I-'• - LB LINDERA BENZOIN SPICEBUSH 24 -30" 30 3 90 ,I %
f r SEWER A I
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': 1 : I : y�� / f = --- l}-- - {}=-r S r .. 5S$}! .rr j` ;��F,l r }
1`' `� �i \C <" /' �`r� ^ \� i:�:!i y \ !, . ` }J� V,:vi \ .f ✓ `'St''`r .,�%,'��( `l\ �:5` . . . . . . . . . . ,!` zs
[I .1 \� , /3 CS �� r r ,�v, \ err yds. �5 y fi `> ., , ....... / a l`
`I j, ,,' I r' Y"�, }�/ ( ) �u�l , \'� %,%` r �";%ii,``:i - "ry r���; ✓4� '":`>>,r,\`� �'`y -r 11 [( - I i _ .. �\ Y r / y \ l�Y Fes.., PLANT SCHEDULE %.:
f:6` I `S,,�� ,�;z ! l I '/ \ \' \'� x, , •�'. %.lr l:ct ���,.�;Y'r, ' ..'i\ ,,CS: Y„�'\ ` _ 11 / ' / f l - TOTAL SITE INTERIOR /PARKING LOT /
: :? I i SYM BOTANICAL COMMON NAME SIZE CANOPY
1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION I I I � NOP (sfl QUANTITY COVERAGE s QUANTITY COVERAGE s
j OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER I,: I� . / J to * (2) IV I ' I IS I G I TREES _ .-i _'t ,-•r LU THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA . x i i t� I { N
j 7 AA AMELANCHIER X GRANDIFLORA AUTUMN BRILLANCE SERVICEBERRY 5 -6' ht. 130 3 390 1 130 Q N N rt
NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE }} t i �I ! (1 1) I ,'iii { 4
t , i:. I ,. . x 7 __ _ ( I AR ACER RUBRUM RED MAPLE 1.5" cal. 452 1 452 / ;_ .- *\'t CD CD
VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD j I I I a o
AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. " I 'i 1 J I x » f - `�, I BN BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 10 12' ht. 397 1 397
I t i t t CC CERCIS CANADENSIS EASTERN REDBUD 5 -6' ht. 124 1 124 1 124
k
j 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE ' I ,! r ,
x ____..._L - .._- ._��__�___..- -- -_ :r--- ..,__- -{ }_..-_- 4: ___-,_,,._�,.. __„-_._ 0______ �:_} _-------- ''-- -- t_r--- ---- --t:}- -- CO CELTIS OCCiDENTALIS COMMON HACKBERRY 1,75" cal. 393 f 393
MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND C , '' - - - - - - - - \- - - - - - - - - - - - - - - - - - - - - I
CV CHIONANTHUS VIRGINICUS FRINGETREE 5.6' ht. 125 b 750 3 375 - -'
TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE f "' F .� Dv DIOSPYROS VIRGINIANA PERSIMON 1.5" cal. 175 I 175
x
,' . ( I ' GT GLEDITSIA TRIACANTHOS'SHADEMASTEW THORNLESS HONEY LOCUST 12 -14' ht. 315 6 1890
PLANT. / \ iii 3 LB
j J �� "' "4. T { ) I i N5 NYSSA SYLVATICA BLACKGUM 1.5" cal. 310 I 310 '. r 1.
3. EXISTING ENTRANCE OFF OF SOUTHERN PARKWAY SHALL BE CLOSED AND REPLANTED AFTER ( f z 3 IV oA OXYDENDRON ARBOREA SOURWOOD 6 -8" ht. 175 3 s2s (f 1.
CONSTRUCTION '' I I ) I x .R (2) CS / I Q5 QUERCUS SHUMARDII SHUMARD OAK 15 gal 329 3 987 1 329 !`t T_ t9
t �i i I I i I t ~I � EVERGREEN TREES "�! I,
I I ' 2 ( I j IN ILEX 'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 5 -T ht. 44 22 968 J M
u 1` ' I.' I '� I / ( a MG MAGNOLIA GRANDIFLOR 1 G M
CALCULATIONS. i '/ EXISTING 20' ACSA SANITARY ( I I / j {A LTTLE EM LITTLE GEM MAGNOLIA 6 -8' ht. 82 i5 1230 W 11 I g, X I BUILDING SHRUBS N
TOTAL SITE AREA 0 90 9 4 S W,,,� SEW ER EASEMENT ' �'i r� I III 0 AL TE EA AC 3 20 F 1, �, tt I ` i CA CALLICARPAAMERICANA AMERICANBEAUTYBERRY 18 -24" 16 8 128 CANOPY REQUIRED( 10% : } 3,920 SF `1 < D.B. 1342, PG. 238, 239 PLAT �' I I •
171 OP0 ED TREE CANOPY: 10,461 SF . 1` 1 D.B, 119, PG. 33, 36 PLAT I{ I I V I I / FIG FOTHERGILLA GARDENII DWARF FOTHERGILLA 18 -24" 21 21 441 ; / M
D.B. 1102 PG. 722 f , '`': 1. III I / I IG ILEX GLABRA'SHAMROCK' INKBERRY 24 -30" 23 15 345 �j-
TOTAL PARKING LOT TREES REQUIRED: 7.:' �: I I ( i I / Le LINDERA BENZOIN SPICEBUSH 24 -30" 30 5 I50
PARKING SPACES: 25 11 I E 1 // 1/
i' �/. (_. r; �` I I I I I BIORETEN710N BASIN PLANTS -^ i
TREES R P D (1 10) 3 ,- i CCA CARPARPINUS CAROLINIANA IRONWOOD 5 8' ht, 129 258 i �) W
EES PROPOSED: 26 �,. cv � ii I j� I I 2
, { �'' '1`r1 _..cv- 'a' =•>'' Sifi�C5i3- k`:�fsLt'J °x+a zKei••,•�'�vr+zl}'t _"'fi,..r •'Ti%'tPy '�3 - - / 1
I i` I' ysf - - - - - _ - - - - - - - _ - - - - - - - - r CS CORNUS STOLONIFERA'ARTIC FIRE' REDTWIG DOGWOOD
INTERIOR LANDSCAPING & CIRCULATION AREA: 12 280 SF _'�.:' 1 CA - - - - w0 1s 24" 72 s 360 r „{
CANOPY REQUIRED (57.): 614 SF Y / `' �,' :,' , ^Ir' __.. /_ _,_ ,'- '- _._..- _. _... __,_........ ;
j /- J IG tLEXGLABRA'SHAMROCK' INKBERRY 24 30" 23 15 368 N
CANOPY PROVIDED: 958 SF j I'" .''''.EXISTING SANITARY I I ' f 7 YY IV ILEXVERT]CILLATA'REDSPRITE' WINTERBERRY 24 -30" 18 5 90 1 (V
�I I 1 . M IN .. I I;'' I-'• - LB LINDERA BENZOIN SPICEBUSH 24 -30" 30 3 90 ,I %
f r SEWER A I
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