HomeMy WebLinkAboutSUB201400047 Plan - Approved Road Plan and Comps. 2014-06-19GENERAL NOTE'
LEGEND
1. OWNER & DEVELOPER:
I
RID ROAD HOLDINGS, L.L.C.
2
CORPORA TE ADDRESS.•
3
1900 ARLINGTON BLVD.
EXISTING CULVERT
CHARLOTTESVILLE, VA 22903
EARTH DITCH
STREET ADDRESS.•
CULVERT
590 RIO ROAD EAST
LL0
CHARLOTTESVILLE, VA 22903
DROP INLET &STRUCTURE N0.
2. ENGINEER.
DRIVEWAY CULVERT
COLLINS ENGINEERING
800 EAST JEFFERSON STREET
BENCH MARK
CHARLOTTESVILLE, VA 22902
0
TELE: 434-987-1631
Uj
E-MAIL: Scott@collins-engineering.com
CURB
CONTACT MR. SCOTT COLLINS
J. TAX MAP NO. 06100-00-00-18400 (RIO MAGISTERIAL DISTRICT)
CURB & GUTTER
DEED BOOK 3321, PG 1, 11 PLAT; DEED BOOK 2984 PG 655, DEED
BOOK 699 PG 699 PIAT DEED BOOK
160 PG 107 PLAT
PROPOSED PAVEMENT
4. ZONING. R-4 (RESIDENTIAL)
VDOT STANDARD STOP SIGN
ENTRANCE CORRIDOR. NONE
EC -3A DITCH
5. WATERSHED. MEADOW CREEK WATERSHED
- EXISTING CONTOUR
6. BUILDING SETBACKS-
DEPTH OF EC --3A DITCH
FRONT- 25 FEET MINIMUM
PROPOSED CONTOUR
SIDE. 15 FEET MINIMUM
EC -2 DITCH
BACK.- 20 FEET MINIMUM
PROPOSED SPOT ELEVA77ON
Z DENSI TY 48 UNITS (TOTAL)
34 DETACHED SINGLE FAMILY UNITS
TBC DEN07ES TOP/BACK OF CURB
14 ATTACHED TOWNHOUSES
DEPTH OF EC -2 DITCH
48 UNITS f 13.01 AC. = 3.664 UNITS/AC.
TIB DENOTES TOP OF BOX
8. PLANNED LAND USE SUMMARY -
TOTAL PARENT PARCEL AREA:
13.101 AC.
ACREAGE IN RESIDENTIAL LOTS:
6.94 AC. (53.07.)
TOTAL RESIDENTIAL LOTS
36
ACREAGE TO BE DEDICATED TO PUBLIC USE (ROADS):
2.02 AC. (15.47.)
ACREAGE IN OPEN SPACE TO BE RESERVED IN DEED FOR
COMMON USE OF LOT OWNERS IN SUBDIVISION:
4.03 AC. (30.87)
ACREAGE IN NON -OPEN SPACE TO BE RESERVED IN DEED FOR
COMMON USE OF LOT OWNERS IN THE SUBDIVISION: 0.111 AC. (0.857.)
LOTS 1-34. DETACHED SINGLE-FAMILY HOMES WITH ATTACHED GARAGES FACING STONEWATER DRIVE AND
STONEWA TER CIRCLE
LOTS 35&36: FUTURE SITE FOR .14 TOWNHOMES SERVED BY NEW PUBLIC CROSS -STREET.
ALL PROPOSED LOTS EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF 7HE
ALBEMARLE COUNTY ZONING ORDINANCE.
9. SUBDIVISION STREETS CURB & GUTTER
10. WATERSHED & DRAINAGE DISTRICT MEADOW CREEK
11. ADJACENT PROPERTIES
STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT.
STONEHENGE SECTION 6 D.B. 586, PS 405 PLAT, D.B. 567, PG. 404 PLAT.
TMP 61A 102-02A, N/F STONEHENGE HOMEOWNERS' ASSDCIA 770N, INC. D.B. 5170, PG. 278, D.S. 570, PG 266
PLA T
IMP 61-183, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 21397, PG. 464, D.B. 665, PG. 147
PLAT, D. B. 454, PG. 654 PLAT
CURRENT USE RESIDENTIAL (COMMON AREA AND/OR VACANT)
STATE ROUTE 631 -RIO ROAD EAST
VARIABLE WIDTH RIGHT OF WAY
12. DA TUM AND BENCHMARK REFERENCE.-
BOUNDARY EASEMENTS, AND PLAT DATA BASED ON SURVEYS BY -
KIRK HUGHES & ASSOCIATES
220 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
13.CR/77CAL SLOPES (WAIVER APPROVED WITH SUB 2005-241):
TOTAL AREA WITH CRITICAL SLOPES: 3.17 AC.
7. OF PROPERTY WITH CRITICAL SLOPES: 24.57'
RESIDENTIAL LOTS IMPACTED BY CRITICAL SLOPE DISTURBANCE. 8
TOTAL RESIDENTIAL AREA WITH CRI77CAL SLOPE DISTURBANCE- 0.28 QAC.
TOTAL ROAD AREA WITH CRITICAL SLOPE DISTURBANCE: 0.10 QAC.
7. OF TOTAL PROPERTY WITH CRITICAL SLOPE DISTURBANCE 2.93
14.MAXIMUM BUILDING HEIGHT 35 FEET
15. MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE.- 10.26 AC. (DOES NOT INCLUDE IMPROVEMENTS ON
LOTS)
16.NO LUMINARIES PLANNED FOR THIS DEVELOPMENT SHALL EXCEED THE 3,000 LUMEN LIMIT. THERE ARE ALSO
NO PROPOSED STREET LIGHTS
1ZCONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN
AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMIMEDIA7ELY IF LOCA77ON OR
ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS 750 BE A CONFLICT AND UPON
DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS
1&COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORIK, SAFETY PRECAUTIONS,
SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY
CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL.
A "irmV_i 41tk4 I -AM )A!1
X
X
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
/ \\LOT,38
AOWA
\ 1
LOT a.9
STONI%NGE
SUBD ISION
T
0
/
U yRE
\
1200
CURRENT OWNER/DEVELOPER
RIO ROAD HOLDINGS, L.L.C.
CHARLOTTESVILLE, VIRGINIA 22903
COLLINS ENGINEERING
800 EAST JEFFERSON STREET
CHARLOTTESVILLE, VIRGINIA 22902
PHONE: 434.293.3719
VICINITY MAP
SCALE: 1" = 1500'
Sheet List Table
LEGEND
Sheet Title
I
ROADS
2
ROAD PLAN
3
LANDSCAPE PLAN
EXISTING CULVERT
EARTH DITCH
CULVERT
LL0
�,
DROP INLET &STRUCTURE N0.
DRIVEWAY CULVERT
L�
BENCH MARK
0
Uj
CURB
CURB & GUTTER
— — — — —
CLEARING LIMITS
PROPOSED PAVEMENT
-moi-
VDOT STANDARD STOP SIGN
EC -3A DITCH
- - - -200- - -
- EXISTING CONTOUR
6-
DEPTH OF EC --3A DITCH
— ZQo
PROPOSED CONTOUR
-,
EC -2 DITCH
^ 240.55
PROPOSED SPOT ELEVA77ON
TBC DEN07ES TOP/BACK OF CURB
g"
DEPTH OF EC -2 DITCH
TIB DENOTES TOP OF BOX
Sheet List Table
Sheet Number
Sheet Title
I
COVER
2
ROAD PLAN
3
LANDSCAPE PLAN
A,UP`DjATED R/W LIMITS PER BOUNDARY LINE ADJUSTMENT.
UPDATED LANDSCAPING PER STONEWATER TOWNHOMES PLAN
I certify that these, final plans meet the requirements of the Albemarle County Zoning Ordinance,
the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual,
and are prepared iin accordance with the Engineering Expedited Review Final Plans Checklist.
Signature Date
DE'PARTM HITT OF COMMUNITY DEVELOPMENT
DEPAR TMEN T OF PLANNING do COMMUNITY DEVEL OPMEN T
ENGINEERING
BUILDING OFFICIAL
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
C1 �
SC TT . COLLINS'
Lie. No. 035791,2
� h h
�SSIOI+IAL E��i
z
a
0
rL
LL0
ply-'
A,UP`DjATED R/W LIMITS PER BOUNDARY LINE ADJUSTMENT.
UPDATED LANDSCAPING PER STONEWATER TOWNHOMES PLAN
I certify that these, final plans meet the requirements of the Albemarle County Zoning Ordinance,
the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual,
and are prepared iin accordance with the Engineering Expedited Review Final Plans Checklist.
Signature Date
DE'PARTM HITT OF COMMUNITY DEVELOPMENT
DEPAR TMEN T OF PLANNING do COMMUNITY DEVEL OPMEN T
ENGINEERING
BUILDING OFFICIAL
FIRE OFFICIAL
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
C1 �
SC TT . COLLINS'
Lie. No. 035791,2
� h h
�SSIOI+IAL E��i
Ill
L9 Uj
C7
C6
C54
Cz
U
y) Uj
0
Q
Q
CV
a
LMC3� o
C'4
so CL 0
o �
111
—� < w
J z
O :Z
�
a w
W°
0
o�
L9 O O ;ry v °
o_j Lij
�
U
U U
C) 0
Q
I
U
X
0 �
o
I-
D �0
> ��
z �
W
I—q Ld
w�
z
or_0
z
Uj z�
J C:F- 0 U
Wo 0
O U
a
I� � T0
U
0
��
=j <
Q�
C:) <
xlj�
N U
Uj
�o
z °
�o
O
E
E
LU}
0 U
0 N
7
SCALE ° Fn
AS SHOWN
°
SHEET NO. -a ID
� L
c�
a7. °
z
a
0
rL
LL0
0
z
tn
0
Uj
U)
¢
w
U)
Uju_
ce
Ill
L9 Uj
C7
C6
C54
Cz
U
y) Uj
0
Q
Q
CV
a
LMC3� o
C'4
so CL 0
o �
111
—� < w
J z
O :Z
�
a w
W°
0
o�
L9 O O ;ry v °
o_j Lij
�
U
U U
C) 0
Q
I
U
X
0 �
o
I-
D �0
> ��
z �
W
I—q Ld
w�
z
or_0
z
Uj z�
J C:F- 0 U
Wo 0
O U
a
I� � T0
U
0
��
=j <
Q�
C:) <
xlj�
N U
Uj
�o
z °
�o
O
E
E
LU}
0 U
0 N
7
SCALE ° Fn
AS SHOWN
°
SHEET NO. -a ID
� L
c�
a7. °
/ ,\ t \ \ , If—_" .1-- ? J _✓"" I ca+°." /ISI'" / I \
:.
Z w STREET TREES R D LANDSCAPIN ARE SHOWN ON j \ ,\ \ _ �! �^ r' -r �� _ --- kJ} '
\_:, G-
k ,_� -,T
�� j
PteIll `° o THIS PLAN, THE L DSCAPING THE SAME \ \ ' �"
_\ h l 3 }
P LANDSCAPING AS WN O HE STONEWATER \ 1 °` - -`
�' �° "� 'o -- TOWNHOUSE PLANS. EE HEET 3 FOR THE \ \1. \ n` '`� �_.,. - _. y_ i1 \
- - r? j , Pia -- STREET TREES ASS ED WITH THE ROAD PLA \ \ \I'll - - I ,f i
_i i 5Q. 11 J r // \ `\ \ 4 1 1 G,, ` `/ 11k-r,,,a,q M , t '' ` Q t .` } '
_ ----- _ v } '\ \ \ , `•, `\ `\ ''\ \ \ G S J /r I �/ .r4.'✓ `\ % \ 1 ! f ' \ �'
1-1
_" otcs\�' hf
1 �<b � \ ''\ \ \\• \ \ \ \ \ :, ��' /` ' \ 11 \ 1 J , I I I
-.____L _ ,yam /i i // y \ \ `\ , \ / _ / J / \ \\ \ 1 ' , �-_"' t „v1' t\;• i j _ (JS! j\ ,✓ ,<
i B PV SSS- - -- ��` - �� c 1. \ ' /' / \ ) \\''\ V f`� \ \,
'
,r-`----= g°,pV----j-SS -� .,�,- 'J `1 \ :'` \ `.,\ \\ •\`,t \ ' / j / ( J j \ '\ \\\\\\\ '•, \\\ \ � jj\
---_ _ \
- -
__ _- _. __ ,_. - _ E
NE�GY-DIS�J`-f F'7`� 1 +��I 8"PVC SS '\ , \ \ 1 / \
_ _ _ --- - - -\--------------------_ \\ ` ` ' it ' , v \, •\ ..' '
/ — -- '` \,\ �CLASS I RIPRAP �� �,�� 1.1 \\ \ / \ t.� `', \ _ 0AD y t \y` j
//„ -- �-- - _ _ = J � j ti \ - - _ r r r j` J 1 \ ` `, tt -
_----- F -`r ,-' � \� - L=16, W=12, D=2 0 \a% ,- `\ \ \
/i �. ( ` `\ \ p,` \ ,
�A �- - � /� RITH G RIC UN _ -�. - __E t`o -- - _ _ > a
R
r , 1 -_
/ _ �`
_
_
s�_r \ - --- I I - _ __ __ -- - �_ -` - ? _ _ 1 l'�. - \, '\ ; I \ r 1. \.;: j, . \
f ti ='' \ -', CLASS i RIpP \ '\ - , \t \
✓/ -,-----�-�,-----------,-----.----',-- __ - }' ` ( r"6. n 1 \\�.
/ _ _
,
- .
-
- L 3(l W 101 " . - `\ z \
O - - / - - \ _ . - - - \ \\; \ ` D' \ A ING SND ; .
'_Ill _ _ -
__ _- - - -- -- - -- -- -' - , = - -1_1 \I\ \ (` �_� I ASPHAV T \\.
` \ , ENHANC.Eb BIO-RETEt�tTION AREA - -�11 y
,a / D/� STD- i ` ,t 7� I ,, ; f r- , - __ _ ._ �, ��' ,-' �I .'` \ - / - /i t
2 - - \ ' 4�
E REBAY \
- / \ 0.
,
-
-_s /
_ y
Nl
_ _. _
_, y `OIII\ \ 11, i
1
_ -- — I
/, 1
_. _ c .� c 1 MEN
ON ,
/ \
\
' - !
,
f/
�. __ �'} __ _ ._.. _ -. r __-- / ALE PROPE TY a \
- )
P QED .. _, _ , .� � . '<� •. �- 1 \�
t / S \,\
1 — -
_
-F __ _ _ ��
___ \ - \,
t ,__ . 1 _ _.. 1 �\ \
r _ ti / E \_, \ \
�T�LtCfU x --- _ - - \ ti
,
,
/ _ x ( _,
_ -
/ = _. - , s\ - , \, \\
. Z � ' ! \:
9 - -- -- \ _ \ :: _ BEGINS ,,,, t
3 __ S i '
` 2
- \
-
__ .� I \ \
/ \ i /,
_\ _
f,11 IX,
J`^
\'1
I \
P �'
DE
E '�, \
\ \,
.s
r j: _ -� _,
_ f
\ \
4
.
- PO � / -
/ _ - -
� � o -!� ` \ - 1 7\ -7 ti " i
o _ \
_
_
_ \
r t .�
__ J
r i \ \
i,
-'
_
r ---
/ _ _ _,. _ _ \\ _ tet. i
/ --
_ /
! \ - _ \\
Y
__ _
i
11 "'/ __._ r
- _i
1
/ iI
- - r ( t
/ - -{�_1
v' - \
5 f µl
/ ( __
i' p
s - x `_> _ i T '1
-r---C- I 7 `N
} , r t \
/I - r \ - - - - I \ / - /' t
v
- /-
t 1 /
\ i S - J� _',i' i l
- X `Y / _-_ - t�
_ g / r /
- \ Z�44\
\ \
- / \
/ / \ / -- \
/ / _ v
�, _ \
i ;
PHASE I
,
/ \
/ \ /_ . / � �1-\ -- ESE V Fd ��_
\ \.
\ / 0
/' i H 1. - ) :r '/.".
' - i
I
t ,�
/ =2900S_F.
- C O ll$
"B.A.
"
/ / i \ �\ - _ -. ;. ' ` `_. /C EASIEMENT
_
MARSH t ,/ _ . r - . _
\ / _ fi � I
\ \ \ , -1 ,, t 1 ;
I 1
/ - \ \ \ / r , N --B. PAVEI?-MLiLTi-P111� S /`!. i -, I ND PE SIDEWALK
ti , : 1 �'
\ / _ = -r
;' . , - / '` - -- ,. - ` _ `-_ \ \ ,..- .. /' -_ - -,- ANC B 97
_
r ,
- ATO / . / . TRAIL 1VD-M INTEIVANC l� 5' % , ; / / ` ,\ �RO��EN
.
/ /i , / / \ / / / �. - � \( ... Et `[F -a "" � . i l / x , � / �, i // / / , - \.: / o � � J -. - _ _ _.-- .-. .__. --_ � . _-. � / / Y..+ / ? ' � / / rel - / � 1 t ..t ..- ( �\\,j ,
t/ / Y -
\.
7'7
4 // i"` \
\ / / / T
/ \
S FACILITY - � aISLM /
r R 92 4
S 8 a' - 9 S.F. /
EBAY _ -.-. / .
A r/
--
\
,
,
\ / f /r. �/
i - - t RESERVED FOR _
\ \ _ /'
tY\ f
, \ r _A. 3 064' F. •6-S _ _. _ �
- - L 65 _ - i i I
_ - '- - - l' - r /' / 0
/ _ _ \ _ !` � r 8 T(�WNHOIISES I
\ \ \ / - / - / -4 t' / '
; - , / j ' `; , \ -: - 5,'C IAC _ �'/. J'_, I � _
\ / / _
_ / __ 1
�� I _ F
r _
t r i -
/ #.0.5 \ 9
�t
4 \ -
_ - � 1 - CURB
,7\
s` \ \
,r
/ / p
- i EJ,
i
\:'
/ I
j TTER P.
y - -
J/ �
/ __ t
i' I I
_ I l
�� _ \ \ l PH`AS'E 'II , -, - t
" f
r - _ ,
\ _
,
s, '
_-
/ i y
Y \ \ .1 \ _ \ / TER OF RADIUS= S7 11+2 - - _ - - - - - _ - - _ % ` \ / 1 /
/. 4
�. \
,
,_f, /
_
, i - II`
\ / t t' t
/ / / / \ \ \ \ / �' / t
\
t
1 _
t
- \ � t $ 00 1 \`
\ / b
i' -
\ �9 --
r r
I /
K, i I f {{ .._.-�--
- / r r
/ I
/� i
J
/ �` / / 5' C S
/ /
`
IDEWA
/ / r r, - �• \ _ t 889 _ r i % \\
- r T- / ` 1•
/ /' _ 60,0' / ,r I } \'
\\ / /
0 _5 9 - - -
\ \\ - t � N
CLF -56'0_ / TING
/' _ _ C 5.8 0.0 b PLA
/ / ! �/ 1 _A. 9 315 S.F; \ \ / �, r' /
a _ _ ! -;
\ / �.-�-p�p \`,\
/ f
,
/' w. _
-t'
/ \ l
/ 8 'A.- 3 2 \ � ,T I zo �/ /\ I w• r f 1 _----'
/ / i \ /' \11 \ / / / i, I _` 1, \, RAINAGE EASEMENT \,
\ \ / /
/
i / 1/ I I /
/ I /
/ _ / � I 3 PLAT
1 - f PG'.3 4 3
f : 1 .4497 3 2
\
\ ;
t I� r 9
, r _
L / /
/
'� / � / '. / / \ \ \ \ '-.� � \ .` . '.,o . - - -- - -- - - - '\ - �, / ! - 1 / ! ill / 1 I \�
,' / / /! / / / \ \ / = 5 a .j. _ � t ts' l - / /' / /' ' /' i _ ! / /' 1 r i : I - A:
/o , / / / \ \ q3 I in ? _ n \ r _ _ t' / / is ' r M / \ / 7 10'CoL
/ o F. LA 58 OS.F x O rn / a \ E, 75 5. ,I rn ui r 1'° EWALK / / / % 1 \ rn s5% / / / r r 4 SIb747'\S.Cn /, /' _ / _ '9, fir- �v �/ � -�; � i / � v \-ri - -i- c _ tE3.A.- 1 X75 S_F.t/ `,! /moi" I - j_L_A 9 _. 1��_ i M M'/' I }},/ , ,� / \ �-- — B.A'1= �,4�3 �.F\\ '\ - - --- --' -_ _____ \ _ /:,. r / / I. 'Al- -_ _ _ -- ry / _A.'= 993 S.F / /' /-" 9
/ / % B.A .... 3 27 aS. /� 1 ', \ \ \ _ i I - - S - r Y , ( /l /1 rn } ,-i . - / / __/
/` _ r/
3 }} -E s,
8.1 1 I _ ,
,
/ ! -� - i.,:_A 7;983 �.F. � � I ,� / _
, L A - 7,682_ F - ^` - / - - - - i _ /7 r r, `'\- .' �' t l - ss
/ / - lr; B.A -'2,667 S - // uN/ x
\ -' -- - -- I NO PARKING = l / I / ') !
L A. 6,287 S F ( 1 Lr I B. 2, _F/. r'\
/ \ A.- 2' 484 S _ F_ s - - - - / / ! 65 S /., / i \ / _� } / / P D / 1 `- $ /,' "
/ \ / - (' _ .A.= F , PR�3 OSE I �' �` t
/ I rn �B-A_= 1,,384 S_F_ mt i :, / / / !' ( - ft 632 . % t - i
/ t _ - i _ N TYP- II' -1
I { t r'
\ __ / 't
/ i m__ - -
/ 7 RI hiT-
0' -- /' I N 1 / - /
\ l /(` 1 1
x1 °a � E ER (}F- DIUS= STA, 21+35 t - _ � ,� ;-,� l �' -- - r
t _ I 8 034 1F. ' \
_rTOP _
^� II - I / \ v
\ l I L.A_- 7'971 S.F. B_A.__ 2 588 S_F_ i
-. -k -.-.-. P R, y '
/ / -fz� . - . - - . - . - - I r ' 10 VIRGINIA OWE t �j
I K-�-:_ t�-A AR, WID`iH 667 S`_F_ \^
f •, P - _ lei F.A'- 2,194 S.F.
_ ) 86.5" \ - cs I �� , "EASEMENT NO PARKING r� \ \ � _% /� I
L.A. 9,315 s.F_ S7 IP --- I // VDOT G�iT_ ! I / /' ,\� ` \\
/ I - - - - - ' l /i TANG r"' ( 1 / I _ SIGN (TYP,) y _ tI. } L4 __` :\\
B_A.J 3,427 S.F. I 4 T/ —� - - - STREET, DIS , E ; I ! I - /�� /\, L
y it i / _ / - ,! /' f GPt �r EAEIvIEN } ` / 5' CONC. �I ;i j } j-- £ -
\,
\ .I 1 , �,, jY\ �` I .��- - - - - i / ! SIDEWALK-- � / ' /' I T- T -`.-----` __, •, Pi, f'L.!`�� lJ \ \ • \�'� • ,,\
Ill,\ M '/ � !' - i \ - /o - 5 ? > LIC
JL F/C / \ I r_ r/ h j _eu I PUB
�'_ 1 Gam' R i - \ �/ _ - -- - - - --- - '/ ' —' ' r L . ___tS. i / ^ ,w �--
r i a \
\ _
-
,
V C \ r.
-
o I '-t � J
, 1 i ( a�__. VJ � � ..-. „ .- W - �, , -,--- V! 7,' - -'- t t -_ i^-�_ I i
l, 1
-- - - - _ -
_
r ,
x
/.- 1 --.- - _ _ - -- _ _ - - by - --
,
I ,� _ - t_ T_ _- _ _. _ _-. -i i 1J
T.
I 11
,gsrs¢ . e®a asa�i " _ — ._. __ -_ - —. _ , , - _._ _ . _ _ _ ._. _... ! . r'v i i' / r
I Z.
/ _ E r �i1 I�4 -_ 3r rte/ i i r/ i i J
i.
r_ ( -
/ _ -'\ J, PROPOSED _ y=2gi l� I. I
- - - - 5. 1'
AVEME
I� 4V` SN W-- W -`+V - v - / 1
t _ _ _LIMITS
- \ - ,i a I - �� r
i _5 I : 1
{ F2tW % 1i /'
d �� /
- I _ ;, A
r �
I Y / �E
� ! RIGHT -OF WA / � '.1
I' I' - � I
F. J
46 S � I i r
-_ 59 _ F.
L.A_ '1 �; 5 850 S. - -
I NC,
_ ', CQ P
o
}
I
1 D
- VAR. WIDTH �'
_ r / W
85 F �':
h X X
_ t r �-
., r _ i i { t � �
! 5 S.F. � ._--''
} 4.= _ _A, 1� 60 i - B.A. 1� 575 s_F_ r'� 'I
, in _ ;
:
,
- 1 SIDEWALK' I �. —., .. n! OVERLAY
_ \ 5
. : 4 .A - a 57 s. F. ,
3 .1
c � l xt
c' -� L
_1 - a.. 5'
I
/' W V SIGHT
r
t
z � I DOT S
l _ -
r _
�- i li
I
I�
a'r
i � ,
Y 1
t
f 2O c _
' 1 r _
- I
_ _
I -
, /
- � - - j DISTANCE 1
I
\ z i i 1
OWER 1 i
VI GINIA''P i ,
0 -=S EET � I
I I � 1 i' R � � N `, - � t:
I I `fl CG -6 CUB m i t C -6 CURB &
_ E iN 1 EASEMENT I :-- ;.
i L_A_ 1 527 S.F. L_A_- 6.,524 S\ F. 1 \t I t` I _ I 1 �- I1 _ r A5EME(�kT — _ _ Y 11
—
5 L_A_ 5,850 S,F. ��'=.I i r+l v - RIP . i - { ) i { s{ {EE TYI - �n 5,850 S.F_ o ` i T=1,511T� ER )./ Ti2 TYP.. r R P. t:.
/ ____ --- -- -- _. ---- --- - ----- -- -----r 1 - —
_, 4+4 $.A.= 5 1C76�`_I`. B A _ a' w - _____ _ _ __...__ - _.
- ---------- - t a,r A.= 1,575.S•F. ^ �. = 1,492 S_F. Im ( I / ;' // I I I I 1 I I f I n ' 1 ori i, I a f
--- - - - -- - --- -- -- - r \ t t '\ I / i rn i t� i i II .A.=16,870 .S. F. �I ( %1 I �I` 1 � i 1 r / i II ! i I 11 1 .moi ( I T
N
I I I /
1 \
( 1 t i I
1 I r r I o .F' r
- as \ I , ' 1 -- -- - 1 .A'.=12,0 1 L.A.= 5,5$O S.F. ' in1 A j z. t j' 4:.
.J j _L \ \ t ', ". \ I i I i /1 ', •i I -._-_. Gz3 -I, ;` 1 ul } '
i - - - - - -- - - - -- - -- -- -- \ I \ , _.. ---'-- -" \ ---- -- -- --- - _ B.A.,575 S.F. f '1 rn =i1, 85 S.F.' ,�.=+8,143I I ;t.
\ 1 I_ i -" - ____ - I- I s 1' rn 1 I !l; 5 F_I 1iI I �/ S.F.S F (6 TOWNHOUSES
I
` ' ----_. -_ \ ' \ \ :/ 1 ---'------_----'--' .F_ 't I t- ! i I i '+. � ! ! 1. /
'
i I
, --- -- - _ - __-' -- --- ------ t\ - ----' - I - i�; (t ! B X2,650 S.F.
i - \ \' 1 t w \ _ - - - - -' '-,_i4_ --- -- -- --- -' - � I v � 1,
- - -' - - - ! I q �. Q.A. ,2,6C?D S. F_ d. V li ' j' 4 I I it Ij ' 'I ;' 1\ II I I I - -
- - 454 - \ \ .� ( .. _._1 .. -\. - - ._- _.= c-._ __ . - _._ - -_ _ . - .. - - - .. .� Cj; ( ! ( { ,. 1 i I L._. I r ; I `\ L
I - - . - . - .. -• - . '= -_- - - \ - - - ! _ . LJ - 9,156 S.F. 5 CONG SIDEWALK
I- - .. - .. -' - -- --- - _ - ; I ,, I' t' r r of rL�a - 6,5 S F 11 A. I i C
r — _ i L Az 5 850 F_ L
-_'" _ _ —
,• - - -' 71 _._ 0, , I\\ 1 L! 5 ,969 S_F_ �1 = r I i �'
__- \ 60:0' \ \ 6fl 0' - - 6�•0 4zz - 60.0 6 0 I ; 7 `S I E3.IA.• 1,87 S_F _A�= 3,233 S.F_ 1 } OPEN SPACE EASEMENT }_Ili
\ 60\0 \ _ \ r E_A.- 7,575 S_F. I ;::.
--= ma --� - -x =� B_A. 1;615 S.F. \ p� ! \ r ? { j? 3;:' I`ORLANDSCAPE&SIDEWALK
/ _ _ _ - _ _ \ \ I ', \ / \ _ - r'' __ / ,' k` AINTENANCE DB.4497 PG.334 I
_, _ --_ - -- _- /r'r L fi I _;' IIS _
i
- {. C
\
_ _ - _ -, _, _- - - - - ,1 ) 1 f t.a' TEMPORARY
o � f` % ' 1 ( _ , / 1' ';' ,' + I i I ! I `r NSTRUCTiON i
/ `1. — — v' 1 { — L' — If I 4 — — _ 1 '''t` ASEMENT
\ ,-1. IBI, 332 PG l 1.2_ _.,
— 60.0'. /� . — . — T 0` i 60.0'1 } 60 y f fi(J 0' .1 60. —+..� _ 60. ?' fi{)r0' I
60A
l -
, r
J
\ 1
_ ;
,
- 1-1 J
PES A _� _: �. /' PED r 1 " "\ i`11 . _ ; ,1 ` _ = ^ ' - (_ -j �I' - -
7 , I Xt " T�/"/�^ .'•-:, - j �r /./ ji, ,^ ^''_ ," ( f j1 PED l I, v r °/ - _ - r' r� / / l:7 L_ l
u,
\ ' = - XF PED /, J ; / JI f I _ Y1 ri f', `
`�� r
/ - __ - - - - - - '" I f BE 1 _f' "I U' I RIO ROAD R/W ��
' ; ` . D.8': 3323 PG. 1 i ' �!' „
—� 1 SAW -CULT EX. ASPH j\LT , o I
l ( \)
LINE TABLE
LINE
BEARING
LENGTH
L1
N24040'52"W
81.49'
L2
N42°37'45"W
249,38'
L3
N42°46''12"W
146.24'
L4
N47041'25"W
248.421
L5
N46007'54"E
157.07'
L6
N470 13'49"E
105,29'
L7
1442°18'35"E
140.70'
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
CHORD
C1
62.65'
200.00"
N33039'1 8"W
62.39'
C2
89.73'
200.00"
N29046'35"W
88.98'
C3
90.22'
200.00''
N29°50'49"W
89.46'
C4
107.29'
200.00''
N58008'18'W
106.01'
C5
90.12'
200.00''
N60035'55"W
89.36'
C6
37.17'
120.00'
1439,14'08"E
37,02'
C7
35.33'
120.00'
N38047 45"E
35.20'
C8
92.63'
650.00'
N43°08'51 "W
92.56'
C9
39.65'
700.00'
N40041'14"E
39.64'
C10
24.69'
620.00'
N41 01 0'08"E
24.69'
f PAVEMIENT FOR �11_1 N-' I - ---,-- 1 I TEMPORARY \i ,'
° BUMPER BLOCKS ,P '- ' N-CONSTRUCTION1r .
' � �' tco2 1 `-'E`ASEIWIENT j` i ( ; :1
II
I Ir I� i�,`�
1` � I l BEGIN i ' � -
_ — 1 / i __1 C,G-6 I I �-
z _u j r. 1 I �.
+Yy4J� l S t r I
rfs, /'' � /!t' I r \'
CROSS -HATCH INDICATES v x r \�
` LIMITS OF � ` SM -9.5A r / 1 / / \ ' 1
�` PAVEMEMT/OVERLAY r ,/ ,j
z.
,/ - �; ST 31: DI �3 , LI �l i' ' ?>
r y TOP: 47 \\
- . ?r \�
_� / / f 4`w k F,. INV 01 :46 5' ,
1 ( 11 11 i I ? �`
/ ' • x ' ST 3'Q DI -PIC, LII i6� `\\
-- � 1 jh .A , ;, RE'LAC EX. DI: ; \,\��
/ ____ I Y, ra, xr /TOI-. 47 6.5 / I I �\ .J
/ l �� k1 II/ v IN: 467 f� + ; jj1�:
/ % _ ' (� , x' ESC. INV I T: - -r \ .
I �` 1 " fi t _\ s rt'� I V y
\ \, < ~ . !' # K , . , BEGIN RIO, ROA ' ; I
GRAPHIC SCALE OTES: _ j Q \ v
x `1 IMPRO+ENTS ,`
` � L
11
40 0 20 40 80 160 F_ \ �� \ I \
SEE S T R-3 FOR R�O OAD I ROVEMENTS. �� \\, l Ill, x ' %(1 !l _ -
`� MILL EDGE OF EX, EP AT/ , l r �
\ SHEET S-4 FOR -IFYPI AL P MENT AND STREET SE&IONS. x ' PLACE E • DI ' ' / , '
\ �, �� THE Ir`�lTERSECTION OF n ,/ , ; � `
1.
�, _ . AND E TEN EX: /' /
SHADED AIS ENO E IMIT PROPOSED ASPHALT PAVING. ONEHENGE ROAD FOR 4'
( IN FEET ) ______� \ ,P, -,E.5 TO, T 30 , /, ` ✓ f . j
1 inch - 40 ft.L A FLUSH TIE-IN � /r , r
x , y,_, ,1.,,- l'
-� II /
\ ,y x EGTR SW 1
/ �\ \ `,"�_} F &I CG- j \ /I I . / `1\ ///
- ST C2:15" ES -1
INV OUT: 472.0
OrSMOENT
AT
IF 2" SM -9.5A
rl�, OVERLAY
ST C3: 15" ES -I
k NV OUT: 474.5
T C4:15" ES -1
, I V OUT: 475.(
I EX. EP
�V1 7l
,l
S ,0 R. 4C)LLINSZ
) Lie. No. //035791,
��o 1� �
OiVAL __
\
I
I
z
n
r
\ w
z
O
It'
CL
Q
I
I
(A
L
Q
<i
to
0
%.j
LU
5
0
9
�-
LLI
1
t
>%T
1-
®l
LLJ
}
z}
m"'
A--1
�
CD
wll
`
z
0
0
,'
Ln
\
C>
r_•,
,
jl
{
ui
ce
LL.
2 /',
N.
L
rf
i
J
2'x2' YARD 1
TOP=470.31'
R
t Lu`? L
I 11 , 457
co
co
�� Zm m 0N
d' UJ
U)
o
I a
f -
N C
m 7p C3
o
N
D
W
Q � N
,� ice, -
0
C9
z
0 = -
mmmaW
,Of
J <In z
4jam J a�
�
> p az W
U) CY i
C)_j
J
--r .so
U
� < o0
Oo-
Q)
G
� Q P--4 s o
V
-r � < 0Q)
U N
0 0
x," Z 7E;
I(L) ry
j„tU'
I � rn
v
v Z �x
-00—
x
w °v
PI
0
I a
� �o
-0�
�,� a 3
�> ul I �c
zc
ILU---Ii
WW fn
z
' z I � z •�
IF- co W �.
V
� zt
JC
J
) 0 O
I �jJ` - - U
�O O
mi w
ce T 0
.,. C
(k
Q a
QZ
o
aL3
-0
U O
NN °
i�N 0- 3: +:5
�,]., _�__ C
cu o
C)
0
n
�
q)
F_ Lu Q73 E
��
_.1O
� -0 -
�- -0 Z
a)
0 w a
v
a_ co o ai
CO>
SCALE -a2 .63
-a2
1."_4fl' � U
a 0
-
c �;
a
SHEET NO. a o
0 -
Na
��
-
It'
d'
-
,-t
0
w
-.
1-
®l
t�N
CD
L¢
3
`
Ir
C>
CD
rf
i
J
2'x2' YARD 1
TOP=470.31'
R
t Lu`? L
I 11 , 457
co
co
�� Zm m 0N
d' UJ
U)
o
I a
f -
N C
m 7p C3
o
N
D
W
Q � N
,� ice, -
0
C9
z
0 = -
mmmaW
,Of
J <In z
4jam J a�
�
> p az W
U) CY i
C)_j
J
--r .so
U
� < o0
Oo-
Q)
G
� Q P--4 s o
V
-r � < 0Q)
U N
0 0
x," Z 7E;
I(L) ry
j„tU'
I � rn
v
v Z �x
-00—
x
w °v
PI
0
I a
� �o
-0�
�,� a 3
�> ul I �c
zc
ILU---Ii
WW fn
z
' z I � z •�
IF- co W �.
V
� zt
JC
J
) 0 O
I �jJ` - - U
�O O
mi w
ce T 0
.,. C
(k
Q a
QZ
o
aL3
-0
U O
NN °
i�N 0- 3: +:5
�,]., _�__ C
cu o
C)
0
n
�
q)
F_ Lu Q73 E
��
_.1O
� -0 -
�- -0 Z
a)
0 w a
v
a_ co o ai
CO>
SCALE -a2 .63
-a2
1."_4fl' � U
a 0
-
c �;
a
SHEET NO. a o
0 -
Na
��
0 - "' \ \ • \ � \ \ __ ��i ,9 � `..- ,
--
I\ �', \ \ \ \ \ \ \ ��-•� `.\- \ SCG\
, ^�•,,.� - � '\ �,t ` � \ \ \ `�
t
a
,
:t
.,
! i
,
i
,
i
i
r, r
}
i k
_- SS
l �
I
\ I
\ \ \ \ \
,
,
\ k- .. \ \t •I \ \ L'\J .�� i -�� .\ti , -?�i � L }� ♦ _k1 1 1 }J !'1
,
TREES
z
p
MULCHES:
Per Acre
Per 1 ,
sq`
length,3_ ;Air-diric4l. Do not
Straw or Hay
i - 2 tans
'til - 90 lbs.
AC
Amalanchier canadensis
Serviceberr
3
1
5'-6
ht.
B&B.
multi—trunked
AR
Acer rubrum
Red Maple
4
1
h an
hon d.
TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PROLIIDE PROTECTIVE COVER FOR SEVERAL DAYS.
Stronq
central leader
BN
Betuala ni ra 'Herita e'
Heritacie River Birch
5
t85 - 275 lbs,
5'--_
ht.
B&B
multi—trunked
FA
Fraxinus americana
White Ash
50
2 -
dried. Treat SWith 1211A
8.57 ACRES REQUIRED
x STRIPPED IS 4" IN DEPTH. 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS
Strona
central leader
MV
Magnolia vir iniana
Sweetbay Maringlin
4
5'—Q'
ht.
B&B,
multi—trunked
PA
Piatanus acerifoiia
London Plan -tree
14
2
wlth mulch bhowcr, Chip
POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS
CANOPY CALCULATION NEEDIED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE
Strong
central leader
P I
Quercus phellos
WilloW Oak
10
2
Strong
central leader
UA JUlmus
americana
American Elm
3
2 -
Strong
central leader
UP
Ulmus Parvifolia Allee'
9
3 -
SHRUBS
CL
Clethra alnifolia 'Hummin bird'
Hummingbird- Summersweet
23
3 aa.
CS
Cornus sericea
Red Twia Do woad
25
5
gal.
HI
Hamamelis x intermedia Arnold's Promise
Arnold's Promise Witchhazel
7
1
5
gal.
HQ
Hydrangea uercifolia
Oakleaf H dran ea
8
5 c
al.
Fulil to ground
IG
Ilex labra Shamrock
Shamrock inkbe rr Holly
m
43
5
al.
IV
ilex verticiliata
Winterberry
11
5
gal.
LB
Linderbenzoin
S icebush
14
3
al.
IC
Ilex rnuta 'Dwarf Burford'
coa
Dwarf Burford Holly.33
1.5'-2.5'
ht.
x.
1-'LHIVC, i -VK KtVitW tiY HKl,tiiltl.t t'KIVK 1V Jit',KI VC 7"LHIVttIVV. tLtMiilVHlt VUIUJ HIVU AIM WHitK tt-1VKVUUi-iLY HJ LHYtKJ
ARE PLACED. FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES ORGAMC MI WU M MAWRIALS AND Ai'YLt['>01t)NIRATES
3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS OF EXCAVATION. APPLY 2" MULCH OF PEAT, STRAW OR OTHER
SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN RECOGNIZED ORGANIC PLANTING MULCH.
STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. RATES; MR,
13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE
4. FURNISH BALLED AND BURLAPPED (B&B) SHRUBS, EXCEPT NATUJRAL SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN
CONTAINER -GROWN PLANTS MAY BE FURNISHED IF INDICATED SIZE IS 15% iOF BRANCHES.
8 P
z
p
MULCHES:
Per Acre
Per 1 ,
sq`
length,3_ ;Air-diric4l. Do not
Straw or Hay
i - 2 tans
'til - 90 lbs.
Froe from wewds and alaxse
BELOW LIMIT ESTABLISHED IN ANSI Z60.1. PLANITING GROUND COVER:
fist 121671 turd areas. Apply
5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR
INTEGRAL PEAT POTS, 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT
STRIPPED.
6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE
PERIOD AND UNTIL FINAL ACCEPTANCE. 15. LOOSEN SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL
HAS BEEN STRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT
7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE AS 0)THERWISE INDICATED.
YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY
RESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND 16. SPACE PLANTS 2'-0" APART BOTH WAYS, EXCEPT AS OTHERWISE
UNUSUAL PHENOMENA BEYOND INSTALLERS CONTROL. REPLACE AT INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF
(Mini aum 2
tons far
wintercover)
mutter. Mmst be anchorecL
S Yread.with n�lutcll blowerBEENI
or by hand.
Do not use as; ra[tich for
winter cover or daring bot.
l
@ris�Els * Apply
d' p � y as
Slum_
Fiber Mulch
NSinimum
1500 lbs_
35 lbs.
OPTIMUM PLANTING TIME. ROOTS, COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE
h an
hon d.
TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PROLIIDE PROTECTIVE COVER FOR SEVERAL DAYS.
SLIGHTLY DISHED AT EACH PLANT. WATER THOROUGHLY. APPLY 2"
VIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY SHOWN AS
Corn stalks
4 - 6 tons
t85 - 275 lbs,
Cut or shreddied in 4-6"
RO MULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW OR
D WITH THE TH LOTS.
NOTE: SEE STONENATER TOWNHOUSE SITE PLAN FOR LANDSCAPINGDS APINGASSOCIAT AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING
z
p
<
0
length,3_ ;Air-diric4l. Do not
NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. BED, LIFTING PLANT FOLIAGE ABOVE MULCH.%
LLU
z
On
ul
in
fist 121671 turd areas. Apply
Of
D
litu7�h blower orby
LEGEND: 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING,
Wcy-
h an
hon d.
TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PROLIIDE PROTECTIVE COVER FOR SEVERAL DAYS.
U)
E ERNMX-127 OR APPROVED EQUIVALENT PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (FS
Z Q—P-166) WITH TOPSOIL IN THE RATIO OF 1: 3 FOR USE IN PLANTING. LANDSCAPE MAINTENANCE:
d
Wtxatl Cfiilt
4 h tons
1f37 - 2?�+ ltxs.
free Qf cxaar. matter. Air
ERNST CONSERVATION SEEDS, 1-800-873-3321
FOR BASIS OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN
dried. Treat SWith 1211A
8.57 ACRES REQUIRED
x STRIPPED IS 4" IN DEPTH. 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS
nitrr n per Von. Do not
IMMEIDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR
10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING,
use in Pirie tturf areas. Apply
COVER WITH A 5-10-5 (5% NITROGEN, 10% PHOSPHORUS AND 5% RESTrORATION OF GRADE„ PRUNING SHRUBS, PROTECTION FROM
wlth mulch bhowcr, Chip
POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS
CANOPY CALCULATION NEEDIED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE
harl2dleT or bye band.
NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS.
PLANIT MATERIAL.
PARKING CALCULATION:
TOTAL PARKING SPACES:
PARKING TREES REQUIRED:
PROPOSED:
15
2
3
11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH—NITROGEN
CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2%
POTASH AND NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS
THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA.
Bark Chips 50 - 70 cu. 1-2 cu. yds. Frye of coarsc niatter. Air -
or yd,. dried.. leo riot use in fine
Shredded turf areas. Appy with
Bark mulch blower, chip handler.
or by hand.
* When fiber mulch is the only available munch (tiring periods when straw
should be used, apply at a minimum rate of 2000 lbs /ac. or 45 lbs./1000 sq. ft.
Source: Va. DSWC
I'x,/" YAR) , RXIE
)r - /0 . 1
1INN nuif
��� 111 �•
SCOTT R COLLINS',
,U Lic. No. 035791,2
o���SIONAL E���
L9 T— W
c
vi vi C)
LU
N
0
Q
C O
;CF) _O
�i
1 V N
(n
C
O�
0 Z
W
1 s w
Ldz
0
V W
W,-'• o z
a�
F_
� � J
7F_ Q
F_ 15
0v
Q) o
L9 0
�, C__
_j W�(D
CL E
C 0
NNEWH < o
U�
0
0 L
fl
L (I}
v
x
0
W
F_
E o
Ul
�--= s
z s
Z>
tY
P.*.I v, o
W
z
�
y+`� c�
t.L. z F- P4^
L W
in D
■ z
F— --t o
F-- a
o°
ryT 3
„(� i 6
ry W
0
L �
L1 �
U O
x
U
� o
7 O
� o
E m
LLJi o =
7D
LU
z7 c
WO
0 iu °
V
CL U) in N
SCALE "
1=401
V C
u) _
_�
SHEET NO. Q o
o w
o
z
p
<
0
LLU
z
On
ul
in
Of
D
_0<
U)
t�
Wcy-
U)
d
L
ce
L9 T— W
c
vi vi C)
LU
N
0
Q
C O
;CF) _O
�i
1 V N
(n
C
O�
0 Z
W
1 s w
Ldz
0
V W
W,-'• o z
a�
F_
� � J
7F_ Q
F_ 15
0v
Q) o
L9 0
�, C__
_j W�(D
CL E
C 0
NNEWH < o
U�
0
0 L
fl
L (I}
v
x
0
W
F_
E o
Ul
�--= s
z s
Z>
tY
P.*.I v, o
W
z
�
y+`� c�
t.L. z F- P4^
L W
in D
■ z
F— --t o
F-- a
o°
ryT 3
„(� i 6
ry W
0
L �
L1 �
U O
x
U
� o
7 O
� o
E m
LLJi o =
7D
LU
z7 c
WO
0 iu °
V
CL U) in N
SCALE "
1=401
V C
u) _
_�
SHEET NO. Q o
o w
o