HomeMy WebLinkAboutSDP200500019 Plan - Approved 2006-08-31(DRAWING INDEX
1
of
19
COVER SHEET
2
of
19
EXISTING SITE CONDITIONS
3
of
19
SITE PLAN
4
of
19
GRADING AND UTILITY PLAN
5
or
19
FINE GRADING PLAN
6
of
19
FINE GRADING PLAN
7
of
19
FINE GRADING PLAN
8
of
19
FINE GRADING PLAN
9
of
19
OFFSITE AREA, BIO-FITLERS, & VICINITY MAP
10
of
19
STORM PROFILES
11
of
19
STORM CALCS & SCHEDULES
12
of
19
SANITARY PROFILES
13
of
19
WATERLINE PROFILES & DETAILS
14
of
19
UTILITY/ROAD DETAILS
15
of
19
LANDSCAPE PLAN
16
of
19
LANDSCAPE/GREENWAY DETAILS
17
of
19
LANDSCAPE DETAILS
18
of
19
CONTEXT PLAN
19
of
19
CRITICAL SLOPES
( LEGEND
FINAL SITE DEVELOPMENT PLANS FOR
AB I NGTON PLACE -PHASE I
AT HOLLYMEAD TOWNCENTER
TM 32 PARCEL 46
DB 2685 PAGE 296
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
BFE
Basement Floor Elevation
500
Existing Contour
BOA
Blow Off Assembly
zwmmroe.
Existing Critical Slopes
ARV
Air Release Valve
bi
E
Existing Storm Sewer
BPD
Backflow Prevention Device
tl: >t
�-{
DEP
Drainage Easement Private
W
Existing Sanitary Sewer
DI
Ductile Iron
500
New Contour
FHA
Fire Hydrant Assembly
x50.00
New Spot Elevation
FFE
Finished Floor Elevation
e..
0
New Concrete
GFE
Garage Floor Elevation
m
m
_0
GV
Gate Valve
®
New Stamped Concrete
BV
Butterfly Valve
-o
(Cobble Pattern)
HDPE
Corrogated Plastic Pipe
®
New Stamped Concrete
MH
Manhole
D
7..�0.
PDE
Public Drainage Easement
+"
(Brick Pattern)
RCP
Reinforced Concrete Pipe
Coy
New Painted Crosswalk
YD
Yard Drain
O
New Asphalt
SCC
New Stormwater Conveyance Channel
New Storm Sewer
Benchmark
00 W �YO_
New Sanitary Sewer
Ar
Power Pole
0
New Water Meter
13
New Light Pole
IF
New Window Well
=-8-�
New Guardrail
o
New Bike Lane
0--0-
Building Setback Line
*
New Fence
®
New Bench
®
EC -2 Blanket Matting
New Seating Wall
�
EC -3 Type A
N 6
`,
0
Grass
SITE DATA AREASUMMARY
LEGAL REFERENCE: TM 32 PARCEL 46 PHASE 1 LOTS ...................... 4.90 AC. 21.2 %
PHASE 2 ............................... 3.88 AC. 16.8 %
SOURCE OF TITLE FOR PARCEL 46: OPEN SPACE A ..................... 5.80 AC. 25.0 %
DB 2685 PAGE 296 OPEN SPACE B ..................... 0.09 AC. 0.4 %
PB 1970 PAGE 113 PRIVATE RIGHT 8F WAY ....... 0.09 AC. 0.4 R
PUBLIC RIGHT OF WAY ........ 2.05 AC. 8.9 %
OWNER: OPEN SPACE D (SWM -2) ... 4.43 AC. 19.0 %
TRIBAL PROPERTIES LLC. RESIDUE OF PARCEL 46 ...... 1.92 AC. 8.4 %
C/O 170 SOUTH PANTOPS DR. TOTAL .................................... 23.16 AC.
CHARLOTTESVILLE, VA 22911
DEVELOPER:
SOUTHERN DEVELOPMENT
C/O 170 SOUTH PANTOPS DR.
CHARLOTTESVILLE, VA 22911
ZONING:
PD -MC PLANNED DEVELOPMENT MIXED COMMERCIAL
NMD NEIGHBORHOOD MODEL DISTRICT (BY ZMA 02-02)
CRITICAL SLOPES WAIVER APPROVED 12/13/2005
TOTAL ACREAGE FOR PARCEL 46: 23.16 ACRES.
GROSS RESIDENTIAL DENSITY. 88 UNITS/23.16 = 3.8 DU/ACRE
MAGISTERIAL DISTRICT: RIO
SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC.
SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY'S
BENCHMARK: EDGE OF PAVEMENT ON DEERWOOD DRIVE; ELEV =561.97; USGS DATUM
SETBACKS:
FRONT YARD: BUILDING - 5' FROM PUBLIC R/W
SIDE YARD: 3'
REAR YARD: 3'
UNDISTURBED BUFFER: 50' BUFFER FROM STREAM
MAXIMUM BUILDING HEIGHT: 50' WITH MAXIMUM OF 3 STORIES FACING STREET.
CURRENT USE: VACANT
PROPOSED USE: 88 TOWNHOUSES (Units Shall Be Sold)
PARKING SCHEDULE:
REQUIRED: 2 SPACES PER UNIT x 88 UNITS = 176 SPACES
+ 1 GUEST SPACE PER 4 UNITS = 22 SPACES
TOTAL = 198 SPACES
PROVIDED: 2 CAR GARAGE PER UNIT x 88 UNITS = 176 SPACES
+ PARKING ON PRIVATE STREETS = 47 SPACES
223 SPACES
(NO PARKING IN FRONT OF GARAGES ON ALLEYS)
LAND USE SCHEDULE:
PRE -DEV % POST -DEV %
BUILDING: 0 SF 0 84,227 SF 8.3
PAVED: 0 SF 0 140,500 SF 13.9
PERVIOUS: 1,008,895 SF 100 783.708 SF 77.7
TOTAL: 1,008,895 SF 100 1,008,895 SF 100
IMPERVIOUS COVER:
PRE -DEVELOPMENT 0 SF
POST -DEVELOPMENT 321,300 SF
BUILDING SCHEDULE:
BUILDING # LOT # BUILDING# LOT #
101 1-6 113 80-85
102 7-14 114 86-90
103 15-23 115 91-96
104 Phase 2 116 97-101
105 Phase 2 117 Phase 2
106 Phase 2 118 Phase 2
109 56-60 119 Phase 2
110 61-66 120 132-136
111 67-72 121 126-131
112 73-79 122 118-125
SITE SPECIFIC NOTES
1. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED.
2. THE SPILLcvER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL. OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE.
3. NO LIGHT FIXTURE EXCEEDING 3,000 LUMENS SHALL BE INSTALLED ON THE SITE.
3. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING.
4. STORMWATER RUNOFF FOR THIS SITE IS MANAGED BY THE REGIONAL STORMWATER MANAGEMENT FACILITY
ADJACENT TO TIMBERWOOD BLVD, UPSTREAM OF THE SITE. WATER QUALITY IS MANAGED BY THE FACILITIES
SHOWN ON THE PLAN.
5. WATER METERS SHALL BE SIZED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
6. CG -12 HANDICAP RAMPS SHALL BE PROVIDED AT ALL CROSSWALK LOCATIONS.
7. LOTS 80 THROUGH 101 SHALL HAVE GRINDER PUMPS FOR BASEMENT FIXTURES.
GENERAL NOTES
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.
3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
1C.-, I VNITY
Ct'AI F: 1'' - Onnn'
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE
START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATER LINES.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO ACSA.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTM_!:T -:F
TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN
2, ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER COt:SIRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR
BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER
TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
9. ALL NEW PUBLIC DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
(APPROVALS
PLANNING DEPARTMENT
ZONING DEPARTMENT
INSPECTIONS DEPARTMENT/FIRE OFFICIAL
SERVICE AUTHORITY
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA HEALTH DEPARTMENT
BOARD OF ARCHITECTURAL REVIEW
FIRE OFFICIAL
9.49
210,
21W
20M30.0
'
zwmmroe.
PO
�NNCp
bi
E
E . TO LI TI G 9/9.J0 ■
v
z
tl: >t
�-{
a
ice.
�0 "11)
..1
W
W
N
mm
lT/�^)
V i
C
1 X00. 1
O
C 0._U
m
m
_0
0 0
W
ieo
o
+o
wi.
-o
c
^'ti
!�
I
1 1
I pos
�
D
7..�0.
t -'reg
+"
$Y
Coy
cc
Oy
O
O
Q
q�
00 W �YO_
Ep
It
�
E- 10g 15'
/•
�
"`�
N 6
`,
J
r;
04•
`
�
w
----_
`s0
� y
m
O
_
0
�.
\
a_
Sheet
No:
tp
117.67
� 4
a
i.
g s
rq
it
av •n
\`
�
J � t
IL
'
m
-----
---
---
--- J
1 1 m
---
---
--- ---- ---
---------
1
✓\
SVM
4g E
N 4754'14E
---
----
t---
w 8a `'
i
n, Q I e t
N 5518'32r.•
173.10'
�y�
'A
52.20'
N 6777411
30.03' ,
20.00'
2Q00'
o
20.00'
25.06'
1
1
2506
_ _ _
20.00'
_ _ _
44'E
H 6074'2
67
20.00' 20.00'
J0 30.00'
-----
'
- - --
S - - W
45.43'
- j
----
---
9.49
210,
21W
20M30.0
'
zwmmroe.
PO
�NNCp
bi
E
E . TO LI TI G 9/9.J0 ■
v
z
tl: >t
�-{
a
ice.
�0 "11)
..1
W
W
N
mm
lT/�^)
V i
C
1 X00. 1
O
C 0._U
m
m
_0
0 0
W
ieo
o
+o
wi.
-o
c
^'ti
!�
I
1 1
I pos
�
D
7..�0.
t -'reg
+"
$Y
Coy
cc
Oy
O
O
Q
q�
00 W �YO_
Ep
TDrive
E- 10g 15'
'-'
M
1---4
N 6
04•
�
w
----_
`s0
i
O
_
0
\
a_
Sheet
No:
117.67
g s
rq
it
I
'
m
-----
---
---
--- J
1 1 m
---
---
--- ---- ---
---------
----
-----
-----
----r-
---
---
----
t---
---
> 29.48'
20.00'
20.00'
20.00'
30.03'
30.03' ,
20.00'
2Q00'
20.00•
20.00'
25.06'
1
1
2506
_ _ _
20.00'
_ _ _
20.
_ _ _
20.00
_ _ _ _
20.00' 20.00'
J0 30.00'
-----
----------
25.00 ^? N 48 21'41'E 86 92
20.00• 20.00• O, 20.00• 20-00• 31.9;
'
- - --
S - - W
---
----
---
---- _
---- --- - - - ----
-'�
Vm
V
O
1
to-,
�o
a
O
�e
O
Oy
Oy
V`! 1
I Vy
o
oy
O
a CCM
ay
q - Cqq
yr y� yLo ym
o
o
St'
�'�
�. '4
iA� p �� �•�" q.�0
I
1 1
�o
o
o
fi f5 f5
1
0.00
-----------------------------
z� -
-----
--
��ba�i aCoa��
50 0 50 100 150
n
SCALE: 1" = 50'
I
g�
Ci mmo•-7
g I
n
E 0)
0 Q
v 0
a�c,`oc.
r6 �s p� cv
va ar
pLTH or
TIMOTHY R. MILLER
CERTIFlCATE No.
.a 30542
w�
�04,
NAL
A
Revisions:
NO. I DESCRIPTION I DATE
'�tiA1-TN O
2 �
TI THY RAY MILLER
0402 030542
s'rfONAL
N
I
zwmmroe.
PO
�NNCp
bi
E
o
z
v
z
tl: >t
�-{
a
ice.
o
a`_
W
W
N
mm
lT/�^)
V i
C
N z
O
C 0._U
m
m
_0
0 0
W
E 0)
0 Q
v 0
a�c,`oc.
r6 �s p� cv
va ar
pLTH or
TIMOTHY R. MILLER
CERTIFlCATE No.
.a 30542
w�
�04,
NAL
A
Revisions:
NO. I DESCRIPTION I DATE
'�tiA1-TN O
2 �
TI THY RAY MILLER
0402 030542
s'rfONAL
S 1 of 19
r
N
I
zwmmroe.
PO
_1
.d-
bi
E
o
z
v
z
�-{
a
ice.
o
a`_
W
W
Q
�
lT/�^)
V i
C
O
W
m
m
_0
3
0
0�
U
�3
ci
S 1 of 19
r
3
zwmmroe.
C
s
o
rn
�o 1.4
Q
�
C
cn
C
•3
C
�3
ci
�
�
D
S 1 of 19
r
zwmmroe.
C
�o 1.4
Z
W
C
C)
Q
w
TDrive
E- 10g 15'
'-'
M
1---4
N 6
04•
�
w
----_
`s0
i
O
_
0
\
a_
Sheet
No:
S 1 of 19
r
1
d7 -
- + U
4a 4-1
0
ocra
V N
W 0
If
It ---
t
500' to
N
1
CCD
cG-
CG-
5.5'
�.-.-.-. .r••� •• ••
r .r • ••
2
A
B
C
D
E
11
REV
PER
PER
PER
PER
t,
tvn
��
�' n
�'t-
��•
s"
�y
C5
p 19
y
C1
y
cy, Q1
co"
o�
��
I: www
cl cn
D
cnO
•�-•
�o
O `3
CO
s
T-10
I
I
'•°b
Q
rD
PER
2
1
REV
■�� 1�•7�
PER
PER
11
PER
PER_
11
'all
1
REV
■�� 1�•7�
PER
PER
PER
PER
PER_
All
�o �o
ca
�o
-.2 �o
c AW
��
—Q
��
-gyp
,�
,p
Zvi
q
��
�p
OWN1
�� � ,Q)cgo
s"
-Aaiv
cor
Vr,
��
o�
o�
o�
��
I: www
A B c
D
E F
•�-•
�o
O `3
CO
�o
W'y
vlm
I
I
'•°b
Q
REV PER PER
I
PER
PER PER
o
z
'Aide
v
z
A
REV
C
��'�
,
D
PER
E
PER
F
PER
ba
I
•
ry o
0
CAD
ver
C, c•
C, cam
C,
cat-
cot -I
■■:
i ill
w CIO t-
rnc•
co
1
MH -H
o,o
CIO
-.
cap
q`3
Wo
Oy
Wo
oy
v,o cno Wo
Wo Wo
Oy O•q
wo po
O`'3CAD
c
t
N
iw
Vj
I I
_
'�' p�rC-,
..
•,
i I i ��
•ra ��
Ilk
iML
r412-�`
i
I
o
i i
O O 00
....... ... O
�a
milli
i---�
p L T H OF
�'
All
.. x»: v:.
.^. =.a, .. .
.: -,.; •: ^ _ „»:^:w.:r' , yr2
•-
e .
a:';» max`
a 30542
OA
�"�"..�? �.
ra�
SS��AI NG`
NE
_1
OWN1
DATE
s"
-Aaiv
cor
Vr,
1V
V
www
tv
4.+w
�r Iw
loon -oft
I: www
1�� i
�o
O'y
�O
O `3
�o
o y
�o
O `3
�o
O y
�o
W'y
O
W
Q
,13 w
0
�Hca
o
z
'Aide
v
z
A
REV
B
PER
C
PER
D
PER
E
PER
F
PER
ba
•
A �� .❖i�
CAD
ver
C, c•
C, cam
C,
cat-
cot -I
■■:
i ill
w CIO t-
rnc•
co
1
MH -H
o,o
CIO
-.
cap
q`3
Wo
Oy
Wo
oy
v,o cno Wo
Wo Wo
Oy O•q
wo po
O`'3CAD
c
t
N
iw
Vj
Ci]
Vl V
C/j co
..
•
'Livingston'
is Cil W
•ra ��
Ilk
iML
r412-�`
�aaa9L
v
o
.�
• • • • • •
0
to
...-
A
BC
D
SOMME$. �'.so. # 3••.••1 1P
...A���.
O O 00
....... ... O
�a
v O O+O51'ST-19A =t�`
M
arc
p L T H OF
..
All
.. x»: v:.
.^. =.a, .. .
.: -,.; •: ^ _ „»:^:w.:r' , yr2
•-
e .
a:';» max`
a 30542
OA
�"�"..�? �.
ra�
SS��AI NG`
NE
Revisions:
NO. DESCRIPTION
DATE
s"
-Aaiv
cor
Vr,
1V
V
iv
tv
tv
V�
SER
po
W y
�o
O'y
�O
O `3
�o
o y
�o
O `3
�o
O y
�o
W'y
O
W
Q
,13 w
0
�Hca
o
z
'Aide
v
z
A
REV
B
PER
C
PER
D
PER
E
PER
F
PER
gate
3(Typ�s
.y :.: : � va
11,
....... ... O
�a
::r,:
,si
arc
p L T H OF
..
All
.. x»: v:.
.^. =.a, .. .
.: -,.; •: ^ _ „»:^:w.:r' , yr2
CERTIFICATE
a:';» max`
a 30542
OA
�"�"..�? �.
ra�
SS��AI NG`
NE
Revisions:
NO. DESCRIPTION
DATE
2 Cnty Commnts 07.06.05
3 Phase 1
10.06.05
4 Cnty Commnts 02.27.06
5 Crit Commnts 05.03.06
6 Revised Storm t07.17.06
CLN
O
N
M
�
E
o
z
v
z
�
•,
�o
a�
ver
C, c•
C, cam
C,
cat-
cot -I
wN
w CIO t-
rnc•
co
=
MH -H
o,o
CIO
G,o G,o
O~3 O`3
cap
q`3
Wo
Oy
Wo
oy
v,o cno Wo
Wo Wo
Oy O•q
wo po
O`'3CAD
c
t
N
C/1 V
Vj
Ci]
Vl V
C/j co
Ul CO
IWIZC/1 G1
is Cil W
o
v
o
0
0
to
A
BC
D
E
F
G
H A B
C D
E REV
'Livingston'
= U
PER
REV
REV
REV
REV
REV
REV PER REV
REV REV
REV
4
`11.4-
'Livingston'
'Livingsto '
.
REV 'Livingsto ' 'Livingsto
.. � � ..
� Li.vingston Llvmgst
'Livingston'
'Livingsto ' 'Livingston'
'Livingston' 'Livingst
'Livingston' 2 floors
:�::w«> .�3•=;..:<__�;-:
1—j
a
�
Q
U
O
a -
s
sr, ,
r^
Sheet No:
S3 of
s
OO 6' Planting Strip OO
OO
OO j OO
OO
OO;hw�
a
r
0
MH -G1
VDOT Std. GR -2
I
s
30 0 30 .0 •0
SCAL&I 30'
y
AA'r0 �......O
....... ... O
�a
arc
p L T H OF
All
TIMOTHY R. MILLER a
CERTIFICATE
No.
a 30542
OA
ra�
SS��AI NG`
NE
Revisions:
NO. DESCRIPTION
DATE
2 Cnty Commnts 07.06.05
3 Phase 1
10.06.05
4 Cnty Commnts 02.27.06
5 Crit Commnts 05.03.06
6 Revised Storm t07.17.06
CLN
O
N
M
�
E
o
z
v
z
�
•,
�o
a�
W
mM
�
�
co
a�
'
V)
c
�
O
U
c
t
N
O
a�
Q
Nj
a'
+'
hi
v
U
V)
o
v
o
0
0
to
O
r
P-1
Tn
VQ►L
FES"'
O
Z (
�
w
W
o
`11.4-
W
Q
FW
O
1—j
a
�
Q
U
O
a -
Sheet No:
S3 of
II I
Iuur
"Ism.WORM
INN mmm MHOME
mom KNOMHwum.
NOMFOR, K�NKNHC
WNW.
Lit
MOP
MUM WO
!�IWine - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
limb tum
MAWIli
Lj MEN
q* K4 90 4
In-i�� _ _ _ _ _ _ _ \ i�
VA
OWN
11101111
r � 1�� 1� 1, �► � � �11�i1 �►;�■I �� 1�'1 h�•Z! � I ��� � • 11►.� �� 11.11 ��
101 -
F
SIMON
RS1 I.
���i � � � � it , i _ `i ' = • .. .. .. �►i; � .. .. ._ .. .. � h���l / y� �'► � -
Irl • --- — !�.:'�■ •
ZOO
gal
���i��i��l����i��r��i�i®lilir :I�i®II� :iii :•:•:•�.<; �Is��i��I�Y�IM®Ii�s� �ril� �d®ice_ r®Irk _ . :•:•.: �.�.� ••� � ,��
Tc x. amm was
C71 =mm
mom
ummip_ _ —/
—p= I
,WPAIM
�� �■ is :, .� �I��i ���: '
It PON
- - - - - - - - - - - - - -
WEI!
Elie
'MIN -•EM Mmil
MA
•� 0 � — ; � . r .��■�„'��������!'� ����-�iillil'i����'�"Ii�H�" 1'•'•-•�•��•� s�"- moi,■��'��,�,�i�'�■•■r•�����►'� ��■�—'��+*������ �.*I��► �� s
' �i �i =� �i �i „� mil � i �� � � � � Y „� ,�, � � � � ;.
IV
SOONER No
IN FA
to
►� . _ �� , ���� . ���� ■■�I I l i i lel l ► I I I I 11�■I ISI Int � _) nil i � ► 1111 I � I �e�� �i►l iii �
�e� i� ,�,��.1l.��.1!��1.�1� � �1.�.��1.��-1'�1.� ` _, •-_���r���=���::,- _ t`�;�.'u .'
Mob
1 0 00, im m �11
ksm-
44
I F
�. r I �■ I � I�lei�■ ■ I ilii i ��'���' �7 ,�•, � .� �� �� � I i I I �� , � ` ' '�X /
I J. �i � r•r rr.r rrr r rr. t ► • - . � � •■■M■• ■fir. �■■•. •.w. ` � I ww! .�. ! �` ��. �'� I �I
wi Ilk'
mom
i' � � � �t� _=� :. -� � � a �rl�a ►-_. ta�a _ airs ,� � . s,� �■ ��� � _ sada n• ..�["'1'"�
ON
MIME WWI
I L 194'02RUMN;
00,
WWI I ROAM FA m
MEN,
A 6OD •
EMK;
P Ail
A'
E�21 P11404 WPM �mm
w, VIM
r ��-�--,_:. � �► ��■ ■rte• -- �-: �. =-------- - - - - -- ;`
HIM
oil
- ----------
OWN
F W mv=xm2z% tN=Q2mM"w__
ISO wmmm_�
T
1,
T mporar Aspha
m
•
X2-
0 0 0 --o
�NNcfJ:< co 2
0 > Cc
_j 5;
. ..... .... . ...........
0
0 0
c >
E
---A-b v* n a t o n Drive
00
56' 1W
%0100
M H
IL 9 C-0
7 B-
S -T-
X1111ST
\ - . �11
_ � .�
0 0 or
V Iq
Iq
TIMOTHY R. MILLER
:-0121� KZY
O
-%.of
7c�z U.If CERIFICATE No.
-c� 30542
--oo" 4q
ONAL ON, Ok
Revisions:
I 'I AA ',,1'QVY7 CZK An tnlr rl-'n f -in
FE 558.50 BF559.17 BFE 7 BFE 559.,RA
7 591-7 BFE 55 FE 561.00 BFFE 561.00 BFE 5,6 . 7 BFE 562.34 E 56 . 0 --RFk563.00 NO. I DESCRIPTN DATE
2 Cntv Commnts 07.06 05
Phase 1 10.06.05
4 Cnty Commnts 02.27.06
5 Cnty Commnts 05-03-06
6 Revised Storm 107.17.06
t> -7
ND
Q0t---4
t
-4v
FFE P711 Q
76 F 59 FF 6 E 7�,92 2
FE k
FFE 5W.42 F 1.09 FFE �P.0 FFES 569. 6 1 Ffj�i§9.92 FF 92
C11-1 %-).) . 6� "I . .
7-
,4
C)
T YD
y
GFE 564.67 GFE,565.00 GFE 56531 GFE 565.67 GFE 566.00 GFE 567.00 GFE 567o/00 GFE 567.67' GFE 568.67 GFE 569.34 GFE 570 -OV
r
I �
_ .1_.___ _ I I � I I � I I I I I I ;' I I I I �� I I I I - ___ _ I I i o � ��
N7
'C7
x 64.60UO.M.65 65.7
4--
tk
N1>
Ama- 0 E
Ji
rL
--X 67.34
66.85
D
D-
J--- --
M H
17VV
t>. cn
N, Z4,
c0/A
cu
17
GFE 565dti& GFE��7 GFE GFS GFE- 634 GF] GFE§" GFE 5 Oa CD
Cfl co -13 CAD CA2 C Q
CAID y C,3 C":) CI C,3O CAD
cc
0 LO
C/) t\:) C)
C.A3 M 7W L-4
No CO,) N:) cloo
cc (7N
5 76
cn cn
BFE 566.34 'tFE�66.34 BFE 56 .34 567.01 BFE 567.67 BFE 568 BF 569.01 AJFE 569.67
BFE �56,�' J
M_b 5-17 rpt D/D.u, FFE 575.1 pvt 5 1*/ F 575.84 FFE 576.50 rrt W .11 FFA 511.64 �FE 5/6.30 i --5
' / ' / -- -.v w
E-1
74.50 x 1 X75. 77.
�w I ----
50 L -M/ I C)
450 x 75.1 i 77.83
F- C)
r NX AN
7VI
17 t> cr t>
0 0 0 O 0 0 0 0
W C)
_ _---LOc%
D rzv e •
__
F-4
CD
_ 5
C23
Public RIW X
. . . .........
/ Z beet No:
..... . ...
ST -27
10 0 10 20
7�7 30
/4 V /I S5 of 19
SCALE:1 = 10'
FHA
c U CO cq
0
1
. ..... .... . ...........
0
0 0
c >
E
---A-b v* n a t o n Drive
00
56' 1W
%0100
M H
IL 9 C-0
7 B-
S -T-
X1111ST
\ - . �11
_ � .�
0 0 or
V Iq
Iq
TIMOTHY R. MILLER
:-0121� KZY
O
-%.of
7c�z U.If CERIFICATE No.
-c� 30542
--oo" 4q
ONAL ON, Ok
Revisions:
I 'I AA ',,1'QVY7 CZK An tnlr rl-'n f -in
FE 558.50 BF559.17 BFE 7 BFE 559.,RA
7 591-7 BFE 55 FE 561.00 BFFE 561.00 BFE 5,6 . 7 BFE 562.34 E 56 . 0 --RFk563.00 NO. I DESCRIPTN DATE
2 Cntv Commnts 07.06 05
Phase 1 10.06.05
4 Cnty Commnts 02.27.06
5 Cnty Commnts 05-03-06
6 Revised Storm 107.17.06
t> -7
ND
Q0t---4
t
-4v
FFE P711 Q
76 F 59 FF 6 E 7�,92 2
FE k
FFE 5W.42 F 1.09 FFE �P.0 FFES 569. 6 1 Ffj�i§9.92 FF 92
C11-1 %-).) . 6� "I . .
7-
,4
C)
T YD
y
GFE 564.67 GFE,565.00 GFE 56531 GFE 565.67 GFE 566.00 GFE 567.00 GFE 567o/00 GFE 567.67' GFE 568.67 GFE 569.34 GFE 570 -OV
r
I �
_ .1_.___ _ I I � I I � I I I I I I ;' I I I I �� I I I I - ___ _ I I i o � ��
N7
'C7
x 64.60UO.M.65 65.7
4--
tk
N1>
Ama- 0 E
Ji
rL
--X 67.34
66.85
D
D-
J--- --
M H
17VV
t>. cn
N, Z4,
c0/A
cu
17
GFE 565dti& GFE��7 GFE GFS GFE- 634 GF] GFE§" GFE 5 Oa CD
Cfl co -13 CAD CA2 C Q
CAID y C,3 C":) CI C,3O CAD
cc
0 LO
C/) t\:) C)
C.A3 M 7W L-4
No CO,) N:) cloo
cc (7N
5 76
cn cn
BFE 566.34 'tFE�66.34 BFE 56 .34 567.01 BFE 567.67 BFE 568 BF 569.01 AJFE 569.67
BFE �56,�' J
M_b 5-17 rpt D/D.u, FFE 575.1 pvt 5 1*/ F 575.84 FFE 576.50 rrt W .11 FFA 511.64 �FE 5/6.30 i --5
' / ' / -- -.v w
E-1
74.50 x 1 X75. 77.
�w I ----
50 L -M/ I C)
450 x 75.1 i 77.83
F- C)
r NX AN
7VI
17 t> cr t>
0 0 0 O 0 0 0 0
W C)
_ _---LOc%
D rzv e •
__
F-4
CD
_ 5
C23
Public RIW X
. . . .........
/ Z beet No:
..... . ...
ST -27
10 0 10 20
7�7 30
/4 V /I S5 of 19
SCALE:1 = 10'
`\\
v
C
i
i
,
j 1
}
i J
ij
t
v \
criU^' VQTSX D�---- 6� --�- ,0
r \. U _ a�
O 6' O O
-43
43
L� - (� N L
S 19 ���._
-7
S-2T=T- �a�
ST - 2 1� i Til X1-11 _ o
v \ D v O (h
0
D D v\ 0 v C ; Q%
\ .
E
Ab _ -
56 �zv aMH-01 4.,c
_
t ,� M
0
m 77,
i T-2 -2 ; O O ST 19A\
i E.NLTH op
O O r \ o Z
i O O O 1 O O O O \ `� �TIMOTHY R. MILLER
D _ v v. CERTIFICATE No.
I D vD� p. D v / v p f _� __ - �`- 0 v v �\ c. D D D v v ,0 30542
v A AN t>i D v p D D v -S41k-
OA
D i Iv .v r f�sSONAL ENG\
- - - - - - - - _ Revisions:
' \ NO. DESCRIPTION DATE
l
S � 2 Cnty Commnts 07.06.05
Phase 1 1 10,06.05
! `' / / 4 Cnt Commnts 02.27.06
E 565.00 ; BFE 565.67 BFE 56 BFE 567.00 1 BFE 56 7 BFE 568.33 E 567.67 BFE 568.33 BFE '� \ 5 Cnt Commnt 0.3.0
t C� 569.0 BFE 569.67 BFE 570.3 BSE 571.00 BFE71. 7 6 Revised Storm 07., 7.06
j---_ _ \
;moo 0 10 10 ,
® ® f 00
CAD \
Com, O , v 1 C� -� C� _ cc) \
FFE 578.25
F 574.92 ;� FFE 575.59 HE 576.5 FF 576.92 HE 577.59 FFE577.69 FFE 578.25 FFE 578.92 FFE 579.59 FFE 580.2 FFE 580.92 �\ FFE 581.59`
O
YD
CIO
�-�� ' I %tom �r `� S J O 6' -S
1ZZ\. C,/).
GFE 572.50 GFE 573.17/ GFE 573j84 GFt 574.50 i4 GFE 574.50i' -tFE 575.00 -'
- - - � GFE 57y�.17 GFE 575.67 / GFE 575.67 GFE 576.34 GFE 576.67 C�� 577.33 G� 577.67 �
��\-------4-, r------------� I------,------------------,--T---.� \,
i I i I F----T---I I
I- I 1 I I � I I I I I� � I ! ► r I I i
I
I l D rG J v1z D
v v D v I Q DrV
/ N
11J� � 1 v v � � v � v v
X D D \ o
i x 785 X 76.25 v
M '
ST -23 ,' --- \CU 0
UOI
M
.i( D 72.% 73x D I A / / J.7 Z. X
` 0 v D ¢ v v 1 v D v
D v j v D v!f v v v D v T m
U
17 CD u
W- - / Lw- +1 IC7 V 20
/.ir
Lm
V V
G . 0 G 53:67 G 5 G 5 G 5. 0 G 5R...00 GF 5 5.67 GPP-;.67
Cn i
-013
BFE 573.67 BFE 574.34 BFE 575.01 BFE 575.01 BFE 575.67 BFE 575.67 OFE 576.34 BFE 576.34
FFE 582.50 �FE,583.17 HE 583.84 HE 583.84 HE 584.50 / HE 584.50 ;FFE 585.17 FFE/585.17
x 82. x 83.1 83. x 83. x84.5
D
6.17 G 5 6.17 GF 5 G 6.84 G 5 G 5 .51 0 LO
LIQ � � NCo
-CC c6N
cj) Z\J C/) 3 3 ui
M CD
D ` BFt 576.84 BFF 577.51 BFE 577.51 BFE 578.18 BFE 578.18 - \
�b
Bk, 576.84 -- __
HE 585.67 FF� 586.34 FFE 586.34 FFE�7% FFF587.01 _ w
FFE 585.67 �- o U
. x 85.00 x 85. x86. z �,
r D D � 1"•--1 ILi
10
Q v v
It �' . �cP �cA v v VcP D � v D �� f v vv . D D �-
v CY p p Q (��p
v , s D � `� ° ,O v v v D •� p b
O 0 0 O O O a'' OO
-C:4
-- - o
� w
�:D
ckwood
R1w
,
\ - - --Puba
- he et No:
�- ' � 10 10 20 30
S T - 2 --_ - - -��" of i
SCALE:1
'_-'--_ -'-- �---� ---- ---. ---- ----- ----
_-----^^^ �di `/~�
`~ L/
CD
_-' --- /�l
`L/ ------
_____ ___' --'-- -'_��w�r��- ____� _-'__-__ �___
----- - �--- �NN�m�~~- '--'' ---- ......*%,woo
�---- ' -' | |.x
\
on
a
|
10 10
20 30
SCALE:1 10'
0 . ......
OMH-C2
S. —16 ST— 1 6B,
Irp
Iq
- I . I I I - I I I - - V. - '1__1 . : .
At
BkE 547.67 BFE 548-34 BFE 548_.,�
fg-551.00—
QD
oo CIO
FFE 557.59 Fff�55826 FFE 558.26 HE 558.92 FFE��92- FIFE 559.59 HE 560.26 FIFE 560.92
N hbOThood
e7/g
.............. I
D YD
PaTk
.0
r>
V_
_+-Z) FIFE 555X(0 FIFE 555.67 GFE 556.34 GFE 559.00
S T 1 7 4
4 45P
5 5 41
2 —18
11, N 140
00
9A to
Do
7 17
|17
Gg -5�
Gg.,�5�9A 7 GFE
00 Co C)c cc
ST- 2(
F_
bqnd to Drive
it
i: Lv a RIW
It 56 /Pr
ST -2 —2
WWW
mm
-45
013
illes
at:
c" _nMOTHY R. �MILLER
NO. DESCRIPTION
DATE
3 Phase 1
10.06.05
6 Revised Storm 107.17.06
PO
VIM WIN
MAI
ST- 2(
F_
bqnd to Drive
it
i: Lv a RIW
It 56 /Pr
ST -2 —2
WWW
mm
-45
013
illes
at:
c" _nMOTHY R. �MILLER
NO. DESCRIPTION
DATE
3 Phase 1
10.06.05
6 Revised Storm 107.17.06
PO
IM
0
LO
En
co
C4
17
-cc
00
ON
prq
CD
heet No:
S7 of
19
_ S T- 2
4Di�
F f7 L(_' I
Ald"ersuate Way, 33' Private /w/
-Z X
ST -3 ST 13A X i MH -C-1 S -16A
, I . Q ST -16
° o Q` D' v b D vfn ..
D
1111111 p D �1.40x ig i�•"Zl �v Q v p D p D� n�..5! D
"�W:l
N ]L_� 0 Lo 4 T LL. T 0
J n
T -
.L i ` t
ll
„� BFE 54233 BFE 54�3.p0 ', /
FE 542.33 BFE 5U U. 543.67 BFE 544.34 BFE,44. BFE 545.00 545. BFE 545.67
_ T _ _ BFE 543.00 \ BFE
IND ND
7 ND
° V , i� \ 1 T1s ` _, V L V V
E 552.25 \ �
� HE 552.92 �E 552.92 � FFE 553.59 � FE 554.26 FFE 554.26 FFA 554.92 FFE 554.x2 FFE 555.59
FFE 552.92
T-14
YD
y
Y s D , 0 1 . -� g c l
}
~ HE 550.00 pr 550.00 HE 550.67 i
_ HE 550.67 FFE X2.00 FFE 55233 FFE 552.67 FFE 553.00 FFE 553.34 FFE 554.01
-----------�
HE 550.6-------------,---.-- ----- ------ ------
S T 5
D
D D Q ` ID li 1
v v Q \ v 1
>V
oo
Q v.
X Xv t1 X v x 51.20 X 51.60 \ x .52.00 x __52 80 53.20
I _
ST -14A
,
v 1
00
1
_ v v p�� .r cn on v v
_ p D v �U.J� D D
--• Q v \ v v Q v D D v
Q l
-- vD
v - - _ v - `\ -- w -� rl-
i
GFE . 3 G 0 G 5. 0 G . 7 GFS 7 G 5.00 GF F3:00 G 5. 7 GF 5 GF 5 GF 5
5 �&A
� C� Qom\ �o O O C� O O O C� O o�
v _
CD BFE 551.40 BFE 552.07 BFn52.Q7 BFE 552.74 BFE 552.74 BFE 553.67 BFE 553.67 BFE 554.34 BFE 555.00 BFE 555.00 BFE 555.67
HE 560.90 FFE 560.90 FFE 560.90 _ FFE 561.57 F�57 - -
� ` �FE��62.58- FFE 562.50 FFE 563.17 FFE 563.83 FFE 563.83 FFE 564.50
it D
___ x�3 -z 63. L x 63.83
\ �� x60.23 x 60.23 x 60.23 x60.90 x60.90 x x 62. x 63.1
5 --
D
\
R,
v D Q v D v
i R
�S
D `•
-17 pO p
\ 0 0 0 0 0 - o_ o --�_ 0 0 _
111111 11111 1 �---,
° Iv
J
v 0�D.
q
D �
5607
F H A
-----A-b vn a t o n
D ri v e
156
Pr-bun-te, R
MH
ST-
--
` S T- 7
1 111 11111 , }
0 0 O 0 0
v D� %�
v v •� v v D v ,j v f v Q c
ltiZ* 1--1 I T41 \7 T
iV. I I I I I I I I It\,/J_ -- D
10 0 10 20 30
SCAL&I = 10'
- �e O
�NNcQQ
�N-<0%
U ='m(F)o
J °'mm
C o�mm
`� `r
0 o
E L r
C -U
O (A
j
E
O Q
N }y
•.,
o0 0
1p
va
a�
`TH OF
TIMOTHY R. MILLER'-,
CERTIFICATE
No.
10 30542
.1�SS/ONAL ENG\
Revisions:
NO. DESCRIPTION
DATE
2 Cnt Commnts 07.06.05
3 Phase 1
10.06.05
4 Cnty Commnts 02.27.06
5 ICntv Commnts 05.03.06
6 1 Revised Storm 07.17.06
N
I
Cl
�
v
z
+�
z
U
a�
n�
o
F-�
a
m�
m
C
3
U
�
W
O
U
H
N
W
O
cV
w
Q
ai
OO
Ir�l'I
N
-
0
U
rn
rn
c
rn
c
3
�3
ai
o
0
0
w
�
F -i
Z
O
Z O
H
w
o
�
�
w
E
a
Q �
�
O
pQ
I�
zo
C)
0
Sheet No:
S8 of
TOP OF
BERM
ELEV= C
ELEV= D
ELEV= B
ELEV= A
DIO -FILTER
LANDSCAPING SPECIES
Barberry (42)
X Inkberry (42)
AW Sweet Pepperbush (42)
Bio—filter shall be stabilized per note #4,
And shall be planted with all three (3) species.
An equal quantity of each species shall be planted in the bio—filter.
TOP OF
EMERGENCY
SPILLWAY
SIDE SLOPE REGRADED
TO 3:1 (MAX)
ORIGINAL SEDIMENT
TRAP SIDESLOPE
PROVIDE PIPES ® 10' O.C.
ACROSS ENTIRE WIDTH
TOP OF OUTLET
STRUCTURE
TOP OF BERM —\
DI -7 OUTLET
STRUCTURE
15" HDPE (#1)
INVERT 2
WILDFLOWER MIX
REFER TO NOTE 4
50% SAND/30% TOPSOIL/
20% LEAF MULCH
(SAND: 0.02"-0.04",
ASTM C33 FINE)
UNDERDRAIN GRAVEL
(AASHTO M43,
1/2"-1") WRAPPED
IN FILTER FABRIC
REMOVE SILT AND
SEDIMENT AFTER FINAL
STABILIZATION. REPLACE
WITH LOAM OR GRANULAR
EARTH FILL.
CLEAN—OUT
W/WATERTIGH T
CAP
1
3
\ LOAM OR GRANULAR FILL
INVERT 1 4" PERFORATED SCHEDULE 40 PVC
PIPE ® 1% MIN, SLOPE
NOTES:
1. THE 810—FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY
STABILIZED, ACCORDING TO THE WATER RESOURCES PERSONNEL.
2. THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER
RESOURCES PERSONNEL BEFORE INSTALLATION OF THE BIO—FILTER.
3. THE BIO—FILTER SOIL MIX MUST BE LUCK BIO—FILTER MIX OR TESTED AND
APPROVED EQUAL.
4, THE BIO—FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE
WILDFLOWER/NATIVE GRASS MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY
STRAW MULCH AND EC -2 MATTING. BOTH WILL REQUIRE A MINIMUM OF 3 TREE
AND SHRUB SPECIES (SEE LIST TO THE RIGHT). PLANTING LOCATIONS SHALL BE
PER COUNTY REQUIREMENTS.
5. DURING CONSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO
INSPECT THE UNDERDRAIN INSTALLATION, APPROVE THE SOIL MIX, AND APPROVE
THE COMPLETED INSTALLATION.
FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434)
296-5861.
1 BMP BIO -FILTER DETAIL
S 9 Not to scale
/
ply-
zv_w� ,•
/
Bio- t ter t r' �
9, SF /
lip CP
MH—B,
ra
Ch
, 1
t I
\ ) 1!
j \ \ `
� '�..
------� /
,if
I
- �-
,
if
It ; / IIt
_
It
New 20'-DFaina.9e
Easement
-A-
L - 4^az
\
-eo-c5j! \
\ ♦ \ \\ p R7 tv co o coo
\\ i i
--` i
560
2 GAT MMG-
S9Ndf fn SCAT
/
i t /
/
1
i
r'
r3_'�
Dffit1f00D DRIVE EXTENSION-
S9
\
'�
_
�NC\J
-....... _-......... - ---- -
ii N — tp
pQa.—o
Top of
Inv
Inv
Pipe
Pipe
Drainage
Filter Area
Filter Area
# Plants
NO.
A
B
C
D
Outlet
1
2
Length
Slope
Area
Req'd
Provided
Provided
1
516.8
520.3
523.0
522.0
521.3
516.5
515.5
86'1.27.
................
10.06.05
5.6 Ac.
................
8,674 sf
9,500 sf
96
2
530.5
534.0
536.5
535.5
535.0
530.0
527.5
57'
4.4%
2.3 Ac.
2,921 sf
3,120 sf
30
NOTES:
1. THE 810—FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY
STABILIZED, ACCORDING TO THE WATER RESOURCES PERSONNEL.
2. THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER
RESOURCES PERSONNEL BEFORE INSTALLATION OF THE BIO—FILTER.
3. THE BIO—FILTER SOIL MIX MUST BE LUCK BIO—FILTER MIX OR TESTED AND
APPROVED EQUAL.
4, THE BIO—FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE
WILDFLOWER/NATIVE GRASS MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY
STRAW MULCH AND EC -2 MATTING. BOTH WILL REQUIRE A MINIMUM OF 3 TREE
AND SHRUB SPECIES (SEE LIST TO THE RIGHT). PLANTING LOCATIONS SHALL BE
PER COUNTY REQUIREMENTS.
5. DURING CONSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO
INSPECT THE UNDERDRAIN INSTALLATION, APPROVE THE SOIL MIX, AND APPROVE
THE COMPLETED INSTALLATION.
FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434)
296-5861.
1 BMP BIO -FILTER DETAIL
S 9 Not to scale
/
ply-
zv_w� ,•
/
Bio- t ter t r' �
9, SF /
lip CP
MH—B,
ra
Ch
, 1
t I
\ ) 1!
j \ \ `
� '�..
------� /
,if
I
- �-
,
if
It ; / IIt
_
It
New 20'-DFaina.9e
Easement
-A-
L - 4^az
\
-eo-c5j! \
\ ♦ \ \\ p R7 tv co o coo
\\ i i
--` i
560
2 GAT MMG-
S9Ndf fn SCAT
/
i t /
/
1
i
r'
r3_'�
Dffit1f00D DRIVE EXTENSION-
S9
\
Existing
Stormwater
Mangement
Facility #2
/
'�
_
�NC\J
-....... _-......... - ---- -
ii N — tp
pQa.—o
0
in
C J o u m m
0 y
o�`t
E
c O. — U
OV1
-0 O
.E � W
°0
9
,
NO
'1
'n `k
v0 \
7• �
f0
r
1 r`
P
pa 'alc
-plTH O,c
bb
TIMOTHY R. MILLER a
CERTIRCATE
No.
- 30542
OWN
ess/ONAL
Revisions:
t
a CA
2 Cnty Commnts 07.06.05
3 Phase 1
10.06.05
4 Cnty Commnts 02.27.06
5 Cnty Commnts 05.03.06
6 Revised Storm 07.17.06
%
11.
i
tI
T /1
C%
O_
I--�
E
v
z
�
z
�
Wi.�
Cl-
'
1
1
M
M
t ,
W
3
C_
F�
' t
i
c
.c
O
isting
N
H
00
N
i
cV
;
1
'ement t
cn
it
'
y
�3
'
0
0
0
b
O
r
--
t ';
o
t
El
-3
w �
b
y
O
m
e <
rywm
w � a
1
CO
i- Q
U
O
a_
Sheet No:
S9 Of
Existing
Stormwater
Mangement
Facility #2
/
'�
_
�NC\J
-....... _-......... - ---- -
ii N — tp
pQa.—o
0
in
C J o u m m
0 y
o�`t
E
c O. — U
OV1
-0 O
.E � W
°0
9
,
NO
'1
'n `k
v0 \
7• �
f0
1 r`
P
pa 'alc
-plTH O,c
bb
TIMOTHY R. MILLER a
CERTIRCATE
No.
- 30542
OWN
ess/ONAL
Revisions:
NO. DESCRIPTION
a CA
2 Cnty Commnts 07.06.05
3 Phase 1
10.06.05
4 Cnty Commnts 02.27.06
5 Cnty Commnts 05.03.06
6 Revised Storm 07.17.06
rA
to zo W 05
tI
T /1
C%
O_
I--�
E
v
z
�
z
�
Wi.�
Cl-
W
M
M
m
W
3
C_
F�
o
i
c
.c
O
O
N
H
00
N
Q
cV
i =
cn
3
�3
of
v
0
0
0
~
�
O
r
--
_
30 0 30 .0 •0
■ ■ ■ ■ ■
■ ■ ■ ■ ■
Um
_
�NC\J
ii N — tp
pQa.—o
0
in
C J o u m m
0 y
o�`t
E
c O. — U
OV1
-0 O
.E � W
°0
9
,
NO
'1
'n `k
v0 \
7• �
f0
1 r`
P
pa 'alc
-plTH O,c
TIMOTHY R. MILLER a
CERTIRCATE
No.
- 30542
OWN
ess/ONAL
Revisions:
NO. DESCRIPTION
DATE
2 Cnty Commnts 07.06.05
3 Phase 1
10.06.05
4 Cnty Commnts 02.27.06
5 Cnty Commnts 05.03.06
6 Revised Storm 07.17.06
tI
T /1
C%
O_
I--�
E
v
z
�
z
�
Wi.�
Cl-
W
M
M
m
W
3
C_
F�
o
i
c
.c
O
O
N
H
00
N
Q
cV
i =
cn
3
�3
of
v
0
0
0
~
�
O
El
Z
w �
O
w
rywm
w � a
i- Q
U
O
a_
Sheet No:
S9 Of
N
E
z
.a.
2
rn
1
,�
m
2
c
O
0
U
3
Structure
Type
(d
=
L
U
4
(D
w
0Ca
re
5
Q
U
6
U
E
3
V)
7
N
c
}?
8
LD -204 Stormwater Inlet Computations
m °D z
U N C
m o c
U U H cc
0 C7 C7 r*
9 10 ll 12
CL
°`�
(7
13
(D
o
X
>
a
14
a
o
�.
°�
C7
15
[7 'D
c6
=°
to
16
>
O
L
o
17
>
C
U
w
W
S
18
v
a�
i'
a)
C
0
19
v
C6
C6
CL
m
CY
20
Sag Inlets Only
v
a °`a)
n
C N C
o = o
n a
o 0 2 v
U o
21 22 23 24
ST -28
DI -36
(ft)
8
(ac)
0.33
0.78
0.26
ST -9
(in/hr)
4.0
(cfs)
1.03
(cfs)
(cfs)
1.03
0.016
('/')
0.031
('/')
0.02
(T)
0.083
(ft)
3.66
(ft)
0.19
100%
(cfs)
1.03
(cis)
0.00
(ft) (ft) (ft)
ST -27
DI -313
1.00°%
8
0.33
0.80
0.26
95'- 18" HDPE @
4.0
1.06
ST -4
1.06
0.016
0.031
0.02
0.083
3.74
0.19
100%
1.06
0.00
ST -3A
ST -3
531.55
531.15
41' - 24" HDPE @
0.97%
ST -3
ST -2
531.05
530.80
25' - 24" HDPE @
0.99°%
ST -2
ST -1
526.00
521.75
264' - 30" HDPE @
1.63°%
ST -1
Outfall
520.60
520.50
16'- 30" HDPE @
ST -22B
DI -36
0.59
8
0.44
0.80
0.351
ST -9A
4.0
1.41
552.5
1.411
0.016
0.02
0.02
0.083
5.5
0.23
100%
1.41
0.00
555.56
ST -22A
DI -313
1.00°%
8
0.44
0.80
0.351
91'- 15" HDPE @
4.0
1.41
ST -15
1.41
0.016
0.02
0.02
0.083
5.5
0.23
100%
1.41
0.00
-
ST -18
554.00
DI -7
-
4.0
ST -36
ST -3A
535.00
534.50
16' -15" HDPE @
3.14°%
8'
0.89 EC -2
17
16
1.28
ST -16A
544.82
DI -3B
8'
2.29
4.4
ST -20-2
DI -313
ST -14
10
0.38
0.68
0.26
ST -14
4.0
1.03
0.02
1.06
0.016
0.0194
0.02
N/A
6.5
0.13
93%
0.96
0.09
534.60
ST -21
DI -313
4.0%
8
0.10
0.75
0.08
--
4.0
0.30
0.09
0.39
0.016
0.019
0.02
N/A
4.51
0.09
100%
0.39
0.00
ST -17
ST -20-1
DI -3B
541.65
8
0.21
0.72
0.15
541.55
4.0
0.60
1.0%
0.601
0.016
0.0194
0.02
N/A
5.3
0.11
94%
0.57
0.04
10'
ST -20A
DI -3B
ST -16
8
0.11
0.75
0.08
-
4.0
0.33
0.04
0.37
0.016
0.019
0.02
N/A
6.3
0.13
100%
0.37
0.00
571.23
DI -313
8'
ST -28
571.23
DI -36
8'
0.45
0.162
3.14
ST -24
ST -23
569.86
566.66
160' - 15" HDPE @
2.00%
ST -23
ST -22
566.47
566.31
8' -15" HDPE @ 2.00%
ST -22
ST -21
ST -19E
DI -3B
105' - 24" HDPE @
8
0.30
0.80
0.24
559.22
4.01
0.96
ST -20A
0.96
0.016
0.039
0.02
0.083
3.2
0.18
100%
0.96
0.00
0.50%
ST -19D
DI -3B
558.06
6
0.21
0.90
0.19
Outfall
4.0
0.76
255' - 36" RCP @
0.76
0.016
0.039
0.02
0.083
2.51
0.17
98%
0.74
0.02
571.41
ST -19C
DI -3B
ST -22
10
0.35
0.80
0.281
37.8
4.0
1.12
0.54
1.12
0.016
0.083
0.02
0.083
2.5
0.17
100%
1.12
0.00
ST -19B
DI -3B
Inlet
10
0.29
0.85
0.25
ST -19E
4.0
0.99
579.93
0.99
0.016
0.083
0.02
0.083
2.1
0.16
100%
0.99
0.00
106' -18" RCP @ 2.10°%
ST -19A
DI -3B
570.40
8
0.28
0.85
0.24
567.05
4.0
0.95
ST -19A
0.95
0.016
0.029
0.02
0.083
5.8
0.24
98%
0.93
0.02
0.120
7.5
0.05
5.67
0.43
5.33
0.81
ST -28
ST -27
564.00
563.43
44' -15" RCP @
1.3°%
ST -27
Outfall
562.90
560.97
89' - 15" RCP @ 2.2°%
5.0
9.03
0.030
7.5
0.05
ST -19
DI -36
3.20
6
0.05
0.85
0.04
3+00
4.0
0.17
0.45
0.17
0.016
0.040
0.02
N/A
2.9
0.06
100%
0.17
0.00
0.46
2.13
1.31
6.46
12.24
1.46 EC -3, Type A
4+00
5+00 1
16+00
0.10
0.45
0.045
0.391
7.1
579.93
4.7
9.32
0.090
7.5
0.05
0.1
0.47
4.87
0.87
ST -16A
DI -313
0.97 EC -3, Type A
8
0.25
0.59
0.15
0.167
4.0
0.59
0.00
0.59
0.016
0.02
0.02
N/A
5.19
0.10
94%
0.56
0.04 -
.5
0.95 EC -3, Type A
*Flows for SCC 2 Include flows from ST -25 to ST -28
572.40
105.8
2.00
18
14.9
6.45
0.3
ST -19C
ST -19B
0.35
0.80
0.28
1.83
5.4
6.69
12.23
570.40
569.70
32.0
2.19
ST -13A
DI -3B
9.771
10
0.25
0.66
0.17
0.85
4.0
0.66
0.04
0.70
0.016
0.02
0.02
N/A
5.54
0.13
99%
0.69
0.00
ST -19A
ST -19
0.45
0.85
0.38
2.46
5.6
6.63
16.29
562.25
562.03
18.0
1.22
24
32.3
10.33
0.0
10
0.13
0.72
0.09
ST -16A
ST -16B
DI -313
8
8
0.42
0.61
0.26
6.5
4.0
1.02
1.00
1.02
0.016
0.02
3.02
N/A
6.38
0.13
80%
0.82
0.20
556.00
ST -16
DI -3B
36
8
0.07
0.81
0.06
4.0
0.23
0.20
0.43
0.016
0.02
0.02
N/A
4.61
0.13
99%
0.428
0.00
ST -15
DI -38
8
0.12
0.9
0.11
0.25
4.0
0.43
0.00
0.43
0.016
0.02
0.02
N/A
4.6
0.09
99°x6
0.43
0.00
0.80
0.15
0.15
5.0
6.81
1.04
546.55
546.25
32.5
0.92
15
8.06
4.58
0.1
ST -14
ST -13A
0.22
0.70
0.15
0.31
5.1
6.78
2.07
ST -14A
DI -313
61.3
6
0.19
0.80
0.151
0.1
4.0
0.61
0.25
0.61
0.016
0.028
0.02
0.083
2.1
0.16
100%
0.61
0.00
15
17.96
11.12
0.0
ST -13
Outfall
0.05
0.90
0.05
0.52
5.2
6.75
3.48
534.60
534.00
15.1
3.96
15
16.71
10.81
0.0
0.61
0.02
ST -11
DI -3B
5.26
6
0.60
0.70
0.42
0.04
4.0
1.68
1.68
0.016
0.111
0.02
0.083
2.9
0.18
65%
1.09
0.59
0.02
ST -9
DI -3B
0.02
10
0.04
0.76
0.03
0.647
4.0
0.12
0.59
0.71
0.016
0.020
0.02
N/A 1
5.6
0.11
98%
0.70
0.01
27.7
ST -5
DI -36 1
15.14
8
0.33
0.80
0.26
4.0
1.06
0.01
1.07
0.016
0.150
0.02
0.0831
1.8
0.16
85%
0.91
0.16
0.42
ST -4
DI -313
2.73
10
0.09
0.70
0.06
0.083
4.0
0.25
0.16
0.411
0.016
0.040
0.02
N/A
4.0
0.08
100%
0.41
0.00
0.26
0.26
5.0
6.81
1.79
550.50
550.20
13.7
2.19
18
26.11
7.29
0.0
ST -17
ST -16
0.19
0.6
0.11
0.38
5.0
6.801
2.56
546.20
ST -9A
DI -36
5.31
8
0.11
0.80
0.09
0.27
4.0
0.35
0.02
0.35
0.016
0.020
0.02
N/A
4.3
0.09
100%
0.35
0.00
ST -4
ST -5A
DI -3B
ST -16B
10
0.10
0.80
0.08
0.26
4.0
0.32
1.74
0.32
0.016
0.150
0.02
N/A
2.81
0.06
97%
0.31
0.01
ST -313
DI -3B
6
0.10
0.80
0.08
4.0
0.32
0.00
0.32
0.016
0.025
0.02
N/A
4.0
0.08
93°%
0.30
0.02
6.72
ST -3
DI -3B
541.30
6
0.10
0.801
0.08
4.28
4.0
0.32
0.03
0.35
0.016
0.053
0.02
N/A
3.6
0.07
82%
0.29
0.06
0.98
18
10.41
5.97
0.0
ST -5A
DI -36
10
0.10
0.80
0.08
6.5
0.52
0.03
0.55
0.150
0.02
N/A
3.5
ST -11
ST -7A
DI -3B
0.70
8
0.18
0.77
0.14
2.86
4.0
0.55
17.9
0.55
0.016
0.018
0.02
N/A
5.2
0.10
96%
0.53
0.02
0.62
ST -7
DI -313
4.22
8
0.12
0.75
0.09
15
4.0
0.36
0.02
0.38
0.016
0.020
0.02
NIA
4.4
0.09
100%
0.38
0.00
0.053
0.02
N/A
6.6
0.12
42%
0.75
ST -9A
ST -9
0.11
0.80
0.09
0.09
5.0
6.81
0.60
552.68
552.50
17.9
1.01
15
6.5
4.09
ST -713
DI -3B
8
0.37
0.62
0.23
4.0
0.92
0.92
0.016
0.018
0.02
N/A
6.3
0.13
85%
0.78
0.14
0.76
ST -8
DI -313
5.2
10
0.13
0.81
0.11
24.1
4.0
0.42
0.14
0.561
0.016
0.020
0.02
N/A
7.3
0.15
100°%
0.56
0.00
5.67
551.26
550.94
32.0
1.00
15
8.4
7.36
0.1
5.5
0.11
91%
0.63
0.63
0.06
ST -13
DI -3B
6
0.05
0.90
0.05
0.23
4.0
0.18
0.00
0.18
0.016
0.02
0.02
NIA
3.33
0.07
100°%
0.18
0.00
ST -7
ST -2
DI -36
0.14
6
0.04
0.90
0.04
555.14
4.0
0.14
0.00
0.14
0.016
0.053
0.02
N/A
3.0
0.0697%
0.14
0.00
ST -8
I DI -36
10
0.81
0.11
6.5
0.68
0.43
ST -7
ST -6
0.12
0.75
0.09
1.30
5.4
6.70
8.72
549.39
549.21
18.0
ST -29R
DI -3C
13.7
8
0.16
0.90
0.14
0.00
4.0
0.58
1.30
0.58
0.016
0.002
0.02
0.083
6.41
0.25
100%
0.58
0.00
0.3
ST -29L
DI -3C
8
0.09
0.90
0.081
4.0
0.32
0.32
0.016
0.002
0.02
0.083
4.3
0.21
100%
0.32
0.00
0.08
ST -29
DI -3C
6.81
8
0.25
0.90
0.23
1.00
4.0
0.90
3.88
0.90
0.016
0.002
0.02
0.083
0.90
0.23 0.5 0.46 5.21
ST -5
ST -4
0.33
0.80
0.26
1.65
5.7
6.61
10.88
539.01
536.34
61.2
4.36
18
28.5
ST -30R
DI -3C
ST -4
8
0.11
0.90
0.10
1.70
4.0
0.40
11.22
0.40
0.016
0.002
0.02
0.083
5.1
0.22
100°%
0.4
0.00
0.10
ST -30L
DI -3C
0.08
81
0.14
0.901
0.13
534.50
14.0
0.501
15
0.50
0.016
0.002
0.02
0.083
5.91
0.24
100°%
0.5
0.00
ST -30
DI -3C 1
81
0.251
0.90
0.23
14.0
0.901
ST -3
0.90
0.016
0.002
0.02
0.083
1
11.75
1
0.90
41.41
0.23 0.51 0.46 5.21
1 LD -204 Stormwater Inlet Computations
511
5 STORM SEER PIPE REPORT
S11
Storm Sewer Inlet Report
Structure
Number
Storm Sewer Pipe Report
Structure
Type
Upstream
Inlet
Downstream Upstream
Inlet Invert
Downstream
Invert
Pipe Information
1.5'
ST -1
525.75
MH -1
-
ST -2
ST -11
ST -10
557.68
557.32
18' - 15" HPDE @
2.00°%
ST -10
ST -9
554.49
552.60
54' - 15" HDPE @
3.50°%
ST -9
ST -8
551.85
551.61
24' -15" HDPE @
1.00%
ST -8
ST -7
551.26
550.94
32' - 15" HDPE @
1.00°%
ST -7
ST -6
549.39
549.21
18'- 18" HDPE @
1.00°%
ST -6
ST -5
546.80
541.84
95'- 18" HDPE @
5.47°%
ST -5
ST -4
539.01
536.34
61' - 18" HDPE @
4.36°%
ST -4
ST -3A
533.50
533.05
16' - 24" HDPE @
2.83°%
ST -3A
ST -3
531.55
531.15
41' - 24" HDPE @
0.97%
ST -3
ST -2
531.05
530.80
25' - 24" HDPE @
0.99°%
ST -2
ST -1
526.00
521.75
264' - 30" HDPE @
1.63°%
ST -1
Outfall
520.60
520.50
16'- 30" HDPE @
0.64%
0.144
0.59
6.5
ST -5A
546.01
DI -36
ST -9A
ST -9
552.68
552.5
18' - 15" HDPE @
1.00°%
542.08
DI -313
6'
ST -13A
542.19
DI -313
ST -7B
ST -7A
555.56
555.24
32' - 15' HDPE @
1.00°%
ST -7A
ST -7
555.14
553.9
91'- 15" HDPE @
1.40°%
0.29
ST -15
545.76
DI -313
8'
ST -16
ST -5A
ST -5
542.09
541.91
18' - 15" HDPE @
1.00°%
-
ST -18
554.00
DI -7
-
4.0
ST -36
ST -3A
535.00
534.50
16' -15" HDPE @
3.14°%
8'
0.89 EC -2
17
16
1.28
ST -16A
544.82
DI -3B
8'
2.29
4.4
8.64
ST -14A
ST -14
546.55
546.25
32' - 15" HDPE @
0.9%
ST -14
ST -13A
544.75
538.45
61' - 15" HDPE @
10.4°%
ST -13A
ST -13
535.76
534.85
20' - 15" HDPE @
4.6%
ST -13
Outfall
534.60
534.00
15' - 15" HDPE @
4.0%
-
ST -23
571.50
DI -7
--
ST-24
573.50
DI -7
-
0.45
0.099
2.34
ST -18
ST -17
550.50
550.20
14' - 18" HDPE @
2.2%
ST -17
ST -16
548.20
541.65
90' - 18" HDPE @
5.3%
ST -16
ST -15
541.55
541.30
25' - 18" HDPE @
1.0%
ST -15
Outfall
541.10
541.00
10' - 18" HDPE @
1.0°%
8'
ST -19B
577.21
DI -313
10'
ST -19C
ST -16B
ST -16
542.75
541.98
60' - 15" HDPE @
1.4%
-
ST -19D
588.00
DI -313
6'
ST -19E
ST -16A
Outfall
540.90
540.00
30' - 15" HDPE @
3.3%
0.60
ST -27
571.23
DI -313
8'
ST -28
571.23
DI -36
8'
0.45
0.162
3.14
ST -24
ST -23
569.86
566.66
160' - 15" HDPE @
2.00%
ST -23
ST -22
566.47
566.31
8' -15" HDPE @ 2.00%
ST -22
ST -21
560.89
559.83
105' - 24" HDPE @
1.00%
ST -21
ST -20A
559.38
559.22
32' - 30" HDPE @
0.50°%
ST -20A
ST -20-1
559.12
558.74
76' - 30" HDPE @
0.50%
ST -20-1
ST -20
558.64
558.16
97' - 36" HDPE @
0.50%
ST -20
ST -19
558.06
557.38
136'- 36" HDPE @
0.50%
ST -19
Outfall
557.28
556.00
255' - 36" RCP @
0.50%
0.64
5.50
0.97
5.32
17.56
1.09 EC -3, Type A
ST -22B
ST -22A
572.22
571.41
44'- 24" RCP @ 1.84%
ST -22A
ST -22
570.00
567.50
82' - 24" RCP @ 3.07°%
30
37.8
5.79
0.2
0.54
7.03
ST -20-2
ST -20-1
564.00
560.50
36'- 15" HDPE @
0.5%
Inlet
ST -19E
582.11
581.81
10' - 18" RCP @ 4.00%
ST -19E
ST -19D
580.81
579.93
44' - 18" RCP @ 2.00%
ST -19D
ST-19CC
578.33
577.51
41' - 18" RCP @ 2.00°%
ST-19CC
ST -19C
574.52
572.30
106' -18" RCP @ 2.10°%
ST -19C
ST -19B
570.40
569.70
32'- 18" RCP @ 2.19°%
ST -19B
ST -19A
567.05
565.00
98'- 24" RCP @ 2.10%
ST -19A
ST -19
562.25
562.03
18' - 24" HDPE @
1.20°%
0.23
5.5
ST -20
5.1
8.67
0.120
7.5
0.05
5.67
0.43
5.33
0.81
ST -28
ST -27
564.00
563.43
44' -15" RCP @
1.3°%
ST -27
Outfall
562.90
560.97
89' - 15" RCP @ 2.2°%
5 STORM SEER PIPE REPORT
S11
Storm Sewer Inlet Report
Structure
Number
Rim
Elevation
Structure
Type
Structure
Length
LINING
1
0'
1.5'
ST -1
525.75
MH -1
-
ST -2
538.19
DI -313
6'
ST -3
538.21
DI -3B
6'
ST -3A
539.64
MH -1
-
ST -4
540.43
DI -36
10'
ST -5
546.01
DI -36
8'
ST -6
555.80
MH -1
--
ST-7
557.90
DI -3B
8'
ST -8
557.90
DI -313
8'
ST -9
556.60
DI -36
10'
ST -10
559.50
DI -7
-
ST -11
562.68
DI -313
6'
Cap
('/')
6.81
0.61
ST -3B
540.75
DI -3B
6'
0.45
0.360
0.45
5.7
ST -9A
556.60
DI -36
8'
2.5
0.03
2.20
(min)
ST -7B
559.56
DI -313
8'
ST -7A
559.54
DI -313
8'
0.45
0.144
0.59
6.5
ST -5A
546.01
DI -36
10'
2.5
0.03
2.33
0.33
ST -13
542.08
DI -313
6'
ST -13A
542.19
DI -313
10'
ST -14
549.75
YD
-
ST -14A
550.55
DI -36
6'
4.0
0.05
0.26
0.29
ST -15
545.76
DI -313
8'
ST -16
545.90
DI -3B
8'
ST -17
554.20
MH -1
-
ST -18
554.00
DI -7
-
4.0
0.05
d
0.31
ST -16B
546.75
DI -3B
8'
0.89 EC -2
17
16
1.28
ST -16A
544.82
DI -3B
8'
2.29
4.4
8.64
0.028
ST -19
569.75
DI -313
6'
ST -20
567.05
MH -1
-
ST -20-1
565.01
DI -313
8'
ST -20A
563.83
DI -3B
8'
ST -21
563.83
DI -313
8'
ST -22
572.30
MH -1
-
ST -23
571.50
DI -7
--
ST-24
573.50
DI -7
-
0.45
0.099
2.34
9.5
ST -22A
580.07
DI -313
8'
ST -22B
580.07
DI -3B
8'
2.53
1.25
5.72
13.35
ST -20-2
565.01
DI -313
8'
0.45
0.090
2.43
10.2
ST -19A
569.75
DI -36
8'
ST -19B
577.21
DI -313
10'
ST -19C
577.18
DI -313
10'
ST-19CC
584.50
MH -1
-
ST -19D
588.00
DI -313
6'
ST -19E
588.16
DI -313
8'
7.5
0.05
0.49
0.60
ST -27
571.23
DI -313
8'
ST -28
571.23
DI -36
8'
6 STORM SEM INLET REPORT
Sll
Shoulder
Where applicable
[oral,
/j
STORMWATER CONVEYANCE CHANNELS
SCC
W
D
STATION
LINING
1
0'
1.5'
20+00 to 22+00
Grass
1
0'
2.0'
13+00 to 20+00
VDOT EC -2
1
0'
2.0'
End to 13+00
VDOT EC -3, Type A
Q10
DEP Remarks
SCC 1
ca
Q
C
L
U
(6
U
4
Proj: Hollymead Towncenter
District: Rivanna
2
0'
1.5'
Outfall to 1+00
VDOT EC -2
2
0'
2.0'
1+00 to 6+00 T
-;Z -OT EC -3, Type A
EC -2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal.
EC -3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal.
NOT TO SCKX
Conveyance Channel Above Gathering
LD -268 Roadside Ditch Calculation
Placa Earth Protective Lining
o
0
va
STA
ISTA
DA
C
CA
Inc Acc
Tc
12
Q2
Slope
ft/ft
Allow
Vel
n select
n=.03
Vel
Qn
n=.05
IVEL
n=.015
DEP Qn DEP
110
Q10
DEP Remarks
SCC 1
ca
Q
C
L
U
(6
U
4
Proj: Hollymead Towncenter
District: Rivanna
From
To Point
Catch
Runoff Inc
N
U
Ci
10
Accum
Tot
Tot
Tot
Up
Dn
Pipe Inv
nac°6'
m
N
y
C
v
18
Pipe
Pipe
Velocity
22
21
0.20
0.45
0.090
0.09
5.0
Tc
5.2
0.47
0.030
2.5
0.03
2.24
Dim
Cap
('/')
6.81
0.61
0.32 Grass
21
20
0.80
0.45
0.360
0.45
5.7
EI
5.0
2.24
0.010
2.5
0.03
2.20
(min)
1
2
6.60
2.97
0.71 Grass
20
19
0.32
0.45
0.144
0.59
6.5
13
4.8
2.86
0.010
2.5
0.03
2.33
0.33
0.80
0.26
6.40
3.80
0.78 Grass
19
18
1.46
0.45
0.657
1.25
7.2
2.97
4.7
5.84
0.015
4.0
0.05
0.26
0.29
2.21
1.03
6.23
7.791
1.14 EC -2
18
17
0.27
0.45
0.122
1.37
8.0
(9
4.5
6.20
0.065
4.0
0.05
d
0.31
3.89
0.80
6.05
8.31
0.89 EC -2
17
16
1.28
0.45
0.576
1.95
8.4
2.29
4.4
8.64
0.028
4.0
0.05
13
0.43
3.09
1.06
5.96
11.61
1.18 EC -2
16
15
0.64
0.45
0.288
2.24
8.9
5.83
4.3
9.70
0.020
4.0
0.05
24
0.48
2.80
1.18
5.84
13.06
1.32 EC -2
15
14
0.22
0.45
0.099
2.34
9.5
567.50
4.2
9.89
0.015
4.0
0.05
0.1
0.49
2.53
1.25
5.72
13.35
1.40 EC -2
14
13
0.20
0.45
0.090
2.43
10.2
100%
4.11
10.00
0.025
4.0
0.05
0.31
0.50
3.07
1.14
5.59
13.55
1.28 EC -2
13
12
1.22
0.45
0.549
2.97
10.7
0.8
4.0
12.01
0.100
7.5
0.05
0.49
0.60
5.40
0.94
5.48
16.31
1.06 EC -3, Type A
12
11
0.36
0.45
0.162
3.14
11.0
0.02
4.0
12.52
0.090
7.5
0.05
0.74
0.63
5.25
0.98
5.43
17.02
1.10 EC -3, Type A
Ill
10
0.24
0.45
0.108
3.24
11.4
3.25
3.9
12.80
0.100
7.5
0.05
105.5
0.64
5.49
0.97
5.37
17.42
1.08 EC -3, Type A
10 End
0.13
0.45
0.059
3.30
11.7
5.73
3.91
12.88
0.100
7.5
0.05
30
0.64
5.50
0.97
5.32
17.56
1.09 EC -3, Type A
0.75
0.07
3.37
9.6
5.71
19.25
559.12
558.74
76.0
0.50
30
37.8
5.79
0.2
0.54
7.03
SCC 2*
ST -20-2
ST -20-1
0.40
0.68
0.27
0.27
5
6.81
Outfall
1+00
0.23
0.65
0.150
0.15
5.0
4.30
5.2
3.61
0.080
4.0
0.05
0.39
0.18
3.68
0.63
6.81
4.74
0.69 EC -2
1+00
2+00
0.18
0.45
0.081
0.23
5.5
ST -20
5.1
8.67
0.120
7.5
0.05
5.67
0.43
5.33
0.81
6.68
11.56
0.90 EC -3, Type A
2+00
3+00
0.17
0.45
0.077
0.31
5.8
0.00
5.0
9.03
0.030
7.5
0.05
559.22
0.45
3.20
1.06
6.60
12.05
1.18 EC -3, Type A
3+00
4+00
0.08
0.45
0.036
0.34
6.3
10
4.9
9.17
0.010
7.5
0.05
1.60
0.46
2.13
1.31
6.46
12.24
1.46 EC -3, Type A
4+00
5+00 1
16+00
0.10
0.45
0.045
0.391
7.1
579.93
4.7
9.32
0.090
7.5
0.05
0.1
0.47
4.87
0.87
6.26
12.45
0.97 EC -3, Type A
5+00
1
0.371
0.45
0.167
0.551
7.4
18
4.6
10-061
0.1201
7.51
0.05
0.00
0.50
5.53
0.85
6.18113-4
.5
0.95 EC -3, Type A
*Flows for SCC 2 Include flows from ST -25 to ST -28
572.40
105.8
2.00
18
14.9
6.45
0.3
ST -19C
ST -19B
0.35
0.80
4
Sit
! ,T V-� Ill: I
o
0
va
q) N N
LD -229 Storm Drain Design Computations
LD -204 Stormwater Inlet Computations - SUMP CALCULATIONS
LD -204 Stormwater Inlet Computations (CHECK STORM)
U
Sag Inlets Only
J
a�
-0`1
Sag Inlets Only
c
a
�
7
Z
4)a
>U
1
>1
~
a)E
2
C
O
7
U
1 3
Route: Abington Place
County: Albemarle
Description: Pipe Calculations
ca
Q
C
L
U
(6
U
4
Proj: Hollymead Towncenter
District: Rivanna
From
To Point
Catch
Runoff Inc
N
U
Ci
10
Accum
Tot
Tot
Tot
Up
Dn
Pipe Inv
nac°6'
m
N
y
C
v
18
Pipe
Pipe
Velocity
Flow time
Point
m
A
Coef AC
o
AC
Tc
Int
Flow
Inv
Inv
Len S
(cfs)
Dim
Cap
('/')
Inc
(ft}
N
(ac)
(cfs)
(cls)
00
(min)
(in/hr)
(cfs)
EI
EI
00 %
0.33
(in)
(cfs)
(ft/s)
(min)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
ST -28
S T-27
0.33
0.80
0.26
0.26
5.0
6.81
1.80
563.50
562.90
44.0
1.36
15
7.54
2.97
0.25
ST -27
Outfall
0.33
0.80
0.26
0.53
5.2
6.74
3.56
562.73
560.86
89.0
2.101
15
9.35
7.14
0.21
a
(9
a-
C7
o Q
F- 0)
d
0
d
d
U
ST -22B
DI -36
1
8
0.44
0.80
0.35
5
6.5
2.29
8
2.29
0.02
0.02
0.083
13
0.26
91°%
2.09
2.09
0.20
19
ST -22B
ST -22A
1 3.07
0.75
2.30
2.30
9
5.83
13.42
572.22
571.41
44.0
1.84
24
30.7
9.45
0.1
ST -22A
ST -22
1 0.44
0.80
0.35
2.65
9.1
5.81
15.41
570.00
567.50
81.6
3.07
24
51.5
14.33
0.1
0.33
0.78
0.26
4.0
1.03
1.03
0.031
0.02
0.083
100%
1.03
0.00
ST -20-2
ST -24
ST -23
0.31
0.80
0.25
0.25
5
6.81
1.69
569.86
566.66
160.01
2.00
15
11.9
3.2
0.8
ST -23
ST -22
0.30
0.80
0.24
0.49
5.4
6.70
3.27
566.47
566.31
8.0
2.00
15
11.9
8.18
0.0
0.87
0.019
0.02
N/A
6.1
0.17
85%
0.74
0.74
0.13
ST -20-1
DI -36
8
ST -22
ST -21
0.14
0.75
0.11
3.25
9.2
5.79
18.79
560.89
559.83
105.5
1.00
24
29.5
6.82
0.3
ST -21
ST -20A
0.08
0.70
0.06
3.30
9.5
5.73
18.94
559.38
559.22
32.0
0.50
30
37.7
4.76
0.1
ST -20A
ST -20-1
0.09
0.75
0.07
3.37
9.6
5.71
19.25
559.12
558.74
76.0
0.50
30
37.8
5.79
0.2
0.54
7.03
ST -20-2
ST -20-1
0.40
0.68
0.27
0.27
5
6.81
1.85
560.66
560.50
32.0
0.50
15
5.9
4.30
0.1
94%
1.47
1.47
0.09
0.39
0.019
0.02
ST -19D
DI -3B
6
0.21
0.90
&191
6.5
1.23
ST -20-1
ST -20
0.23
0.72
0.17
3.81
9.8
5.67
21.58
558.64
558.16
97.0
0.50
361
47.1
5.631
0.3
ST -20
ST -19
0.00
0.00
0.00
3.81
10.1
5.61
21.37
559.38
559.22
32.0
0.50
30
37.7
4.61
0.1
0.14
ST -19B
DI -36
10
0.29
0.85
0.25
6.5
1.60
3
0.083
ST -19E
ST -19D
1.701
0.80
1.36
1.36
5.0
6.81
9.26
580.81
579.93
44.01
2.00
18
14.9
8.90
0.1
ST -19D
ST-19CC
0.21
0.90
0.19
1.55
5.1
6.79
10.51
578.33
577.51
41.0
2.00
18
14.9
9.16
0.1
ST-19CC
ST -19C
0.00
0.00
0.00
1.55
5.2
6.77
10.481
574.52
572.40
105.8
2.00
18
14.9
6.45
0.3
ST -19C
ST -19B
0.35
0.80
0.28
1.83
5.4
6.69
12.23
570.40
569.70
32.0
2.19
18
15.5
9.771
0.1
ST -19B
ST -19A
0.29
0.85
0.25
2.08
5.5
6.67
13.85
567.05
565.00
97.7
2.10
24
32.8
10.04
0.2
ST -19A
ST -19
0.45
0.85
0.38
2.46
5.6
6.63
16.29
562.25
562.03
18.0
1.22
24
32.3
10.33
0.0
10
0.13
0.72
0.09
ST -16A
DI -313
0.37
8
0.25
0.59
0.15
N/A
6.5
0.96
0.04
1.00
ST -19
Outfall
0.03
0.90
0.031
6.29
9.9
5.64
35.52
557.28
556.00
256.5
0.50
36
47.1
7.19
0.6
ST -13A
DI -36
10
0.25
0.66
0.17
6.5
1.07
0.19
1.26
0.02
0.02
N/A
ST -14A
ST -14
0.19
0.80
0.15
0.15
5.0
6.81
1.04
546.55
546.25
32.5
0.92
15
8.06
4.58
0.1
ST -14
ST -13A
0.22
0.70
0.15
0.31
5.1
6.78
2.07
544.75
538.43
61.3
10.30
15
26.95
13.23
0.1
ST -13A
ST -13
0.25
0.66
0.17
0.47
5.2
6.75
3.18
535.76
534.85
19.9
4.58
15
17.96
11.12
0.0
ST -13
Outfall
0.05
0.90
0.05
0.52
5.2
6.75
3.48
534.60
534.00
15.1
3.96
15
16.71
10.81
0.0
0.61
0.02
0.02
N/A
5.26
0.11
94%
0.57
0.57
0.04
ST -15
DI -36
8
0.12
0.9
0.11
6.5
0.70
0.02
0.72
0.02
0.02
N/A
5.6
0.11
90%
0.647
0.647
0.07
ST -16A
Outfall
0.25
0.59
0.15
0.15
5.01
6.81
1.00
540.90
540.00
27.7
3.25
15
15.14
7.1
0.1
ST -11
DI -36
6
0.60
0.70
0.42
6.5
2.73
2.73
0.111
0.02
0.083
4.8
0.22
53%
1.45
1.45
1.28
ST -18
ST -17
0.35
0.75
0.26
0.26
5.0
6.81
1.79
550.50
550.20
13.7
2.19
18
26.11
7.29
0.0
ST -17
ST -16
0.19
0.6
0.11
0.38
5.0
6.801
2.56
546.20
541.65
85.6
5.31
18
31.46
10.78
0.1
0.27
1.99
0.150
0.02
0.083
3.2
0.18
71%
1.42
1.42
0.57
ST -4
DI -36
ST -16B
ST -16
0.42
0.61
0.26
0.26
5.0
6.811
1.74
542.75
541.98
56.01
1.37
15
7.57
3.03
0.3
0.15
ST -16
ST -15
0.07
0.81
0.06
0.69
5.3
6.72
4.63
541.55
541.30
25.0
1.00
18
10.5
4.28
0.1
ST -15
Outfall
0.12
0.9
0.11
0.80
5.4
6.70
5.34
541.10
541.00
10.2
0.98
18
10.41
5.97
0.0
ST -5A
DI -36
10
0.10
0.80
0.08
6.5
0.52
0.03
0.55
0.150
0.02
N/A
3.5
ST -11
ST -10
0.60
0.70
0.42
0.42
5.0
6.81
2.86
557.68
557.32
17.9
2.01
15
11.9
8.001
0.0
ST -10
ST -9
0.291
0.69
0.20
0.62
5.01
6.80
4.22
554.49
552.60
54.0
3.50
15
15.7
4.27
0.2
6
0.20
0.80
0.16
6.5
1.04
0.75
1.79
0.053
0.02
N/A
6.6
0.12
42%
0.75
ST -9A
ST -9
0.11
0.80
0.09
0.09
5.0
6.81
0.60
552.68
552.50
17.9
1.01
15
6.5
4.09
0.1
ST -7A
DI -36
8
0.18
ST -9
ST -8
0.04
0.76
0.03
0.74
5.2
6.74
4.98
551.85
551.611
24.1
1.00
15
8.4
4.98
0.1
ST -8
ST -7
0.13
0.81
0.11
0.84
5.3
6.72
5.67
551.26
550.94
32.0
1.00
15
8.4
7.36
0.1
5.5
0.11
91%
0.63
0.63
0.06
ST -713
ST -7A
0.37
0.62
0.23
0.23
5.0
6.81
1.56
555.56
555.24
32.3
0.99
15
8.4
2.81
0.2
ST -7A
ST -7
0.18
0.77
0.14
0.37
5.2
6.76
2.49
555.14
553.90
91.2
1.36
15
9.8
6.70
0.2
1.06
1.06
0.43
ST -8
I DI -36
10
0.81
0.11
6.5
0.68
0.43
ST -7
ST -6
0.12
0.75
0.09
1.30
5.4
6.70
8.72
549.39
549.21
18.0
1.00
18
13.7
8.22
0.0
ST -6
ST -5
0.00
0.00
0.00
1.30
5.4
6.69
8.70
546.80
541.84
90.8
5.46
18
31.9
5.66
0.3
ST -5A
ST -5
0.10
0.80
0.08
0.08
5.0
6.81
0.54
542.09
541.91
18.0
1.00
15
8.4
3.88
0.1
ST -5
ST -4
0.33
0.80
0.26
1.65
5.7
6.61
10.88
539.01
536.34
61.2
4.36
18
28.5
15.101
0.1
ST -4
ST -3A
0.081
0.70
0.06
1.70
5.8
6.60
11.22
533.50
533.05
15.9
2.83
24
49.4
5.69
0.0
ST413
ST -3A
0.10
0.80
0.08
0.08
5.0
6.81
0.54
535.00
534.50
15.9
3.14
15
14.9
5.79
0.0
ST -3A
ST -3
0.00
0.00
0.00
1.78
5.8
6.60
11.75
531.551
531.15
41.41
0.97
24
28.91
5.16
0.1
ST -3
ST -2
0.10
0.80
0.08
1.86
5.8
6.58
12.26
531.05
530.80
25.3
0.99
24
29.21
8.911
0.0
ST -2
ST -1
0.04
0.90
0.04
1.90
5.9
6.57
12.47
526.00
521.75
260.4
1.63
30
68.11
4.381
1.0
ST -1
Outfall
3.35
0.85
2.85 ----47-5-r-6.9
6.32
29.97
520.60
520.50
15.6
0.64
30
42.71
9.411
0.0
4
Sit
! ,T V-� Ill: I
o
0
va
q) N N
LD -204 Stormwater Inlet Computations - SUMP CALCULATIONS
LD -204 Stormwater Inlet Computations (CHECK STORM)
U
Sag Inlets Only
J
a�
-0`1
Sag Inlets Only
c
a
�
7
Z
4)a
>U
1
>1
~
a)E
2
C
O
7
U
1 3
ca
Q
C
L
U
(6
U
4
w
o
O
C
7
Ix
5
Q
U
6
a)
7
C
O
8
C
E
U
a
9
N
U
Ci
10
O
~
u'
-Ti-
O
o
Cl)
d
�-'
7
0
12
X
N
a
13
W
N
c
x
r
(0
14
w+
_ C6
F- CA
15.0
P
_
L
-
d
o
16
c
a
'C
u-
W
e
17
nac°6'
m
N
y
C
v
18
'O
°D
N
a.'
C
Ci
18
�
n
co
=
T
m
Or
19
d
D_C
O
�
20
_
=
_
21 22
a
ns
cc
_n
c
O
'O
23
m
(ft)
o
(ac)
E
(in/hr)
(cfs)
(cfs)
(cfs)
('/)
('r)
('/')
05
(ft}
N
(cfs)
(cfs)
(cls)
00
00
(ft)
ST -28
DI -313
8
0.33
0.78
0.26
6.5
1.67
1.67
0.031
0.02
0.083
5.29
0.23
95%
1.58
1.58
0.09
_
ST -27
DI -313
8
0.33
0.80
0.26
E
6.5
1.72
1.72
0.031
0.02
0.083P7.28
w
0.23
94%
1.62
1.62
0.10
_
-_
O
p
U)
_
U
U
W
U
U)
0
C3
a
(9
a-
C7
o Q
F- 0)
d
0
d
d
U
ST -22B
DI -36
1
8
0.44
0.80
0.35
5
6.5
2.29
8
2.29
0.02
0.02
0.083
13
0.26
91°%
2.09
2.09
0.20
19
20
21
ST -22A
DI -36
23
8
0.44
0.80
0.35
(ac)
6.5
2.29
2.29
0.02
0.02
0.083
('/')
0.26
91%
2.09
2.09
0.20
(cfs)
(cfs)
(ft)
(ft)
(ft)
ST -28
DI -313
8
0.33
0.78
0.26
4.0
1.03
1.03
0.031
0.02
0.083
100%
1.03
0.00
ST -20-2
DI -3B
0.5
10
0.38
0.68
0.26
6.5
1.68
0.04
1.72
0.0194
0.02
N/A
0.15
78%
1.34
1.34
0.38
100%
1.06
ST -21
DI -313
8
0.10
0.75
0.08
6.5
0.49
0.38
0.87
0.019
0.02
N/A
6.1
0.17
85%
0.74
0.74
0.13
ST -20-1
DI -36
8
0.21
0.72
0.15
ST -22B
6.5
0.98
8
0.98
0.0194
0.02
N/A
6.3
0.15
82%
0.80
0.80
0.18
0.083
ST -20A
DI -36
0.00
8
0.11
0.75
0.08
7.03
6.5
0.54
0.18
0.72
0.019
0.02
N/A
5.7
0.15
91%
0.65
0.65
0.07
0.02
0.083
100%
1.41
0.00
0.27
0.5
0.54
7.03
ST -19E
131-36
8
0.30
0.80
0.24
6.5
1.56
ST -21
1.56
0.039
0.02
0.083
4.7
0.21
94%
1.47
1.47
0.09
0.39
0.019
0.02
ST -19D
DI -3B
6
0.21
0.90
&191
6.5
1.23
3.34
1.23
0.039
0.02
0.083
3.9
0.20
87°%
1.07
1.07
0.16
0.04
0.37
0.019
ST -19C
DI -36
10
0.35
0.80
0.28
0.07
6.5
1.82
0.14
1.82
0.083
0.02
0.083
3.9
0.20
92%
1.68
1.68
0.14
ST -19B
DI -36
10
0.29
0.85
0.25
6.5
1.60
1.60
0.083
6.02
0.083
3.5
0.19
95%
1.52
1.52
0.08
4.0
0.96
ST -19A
DI -3B
0.02
8
0.28
0.85
0.24
0.96
6.5
1.55
1.55
0.029
0.02
0.083
5.1
0.22
97%
1.50
1.50
0.04
4.0
0.76
0.761
0.039
0.02
0.083
100%
0.76
0.001
0.22
0.5
0.44
4.66
ST -1 9
131-313
6
0.05
0.85
0.04
6.5
0.28
0.28
0.040
0.02
NIA
3.5
0.07
93%
0.26
0.26
0.02
0.75
0.09
4.0
0.36
0.02
0.38
0.020
0.02
N/A
100%
0.38
0.00
0.071
0.5
0.14
3.28
ST -8
DI -36
10
0.13
0.72
0.09
ST -16A
DI -313
0.37
8
0.25
0.59
0.15
N/A
6.5
0.96
0.04
1.00
0.02
0.02
N/A
6.33
0.13
81%
0.81
0.81
0.19
ST -13A
DI -36
10
0.25
0.66
0.17
6.5
1.07
0.19
1.26
0.02
0.02
N/A
6.9
0.14
86%
1.08
1.08
0.17
ST -16B
DI -313
8
0.42
0.61
0.26
6.5
1.67
1.67
0.02
0.02
N/A
7.67
0.15
86%
1.43
1.43
0.24
ST -16
DI -313
8
0.07
0.81
0.06
6.5
0.37
0.24
0.61
0.02
0.02
N/A
5.26
0.11
94%
0.57
0.57
0.04
ST -15
DI -36
8
0.12
0.9
0.11
6.5
0.70
0.02
0.72
0.02
0.02
N/A
5.6
0.11
90%
0.647
0.647
0.07
ST -11
DI -36
6
0.60
0.70
0.42
6.5
2.73
2.73
0.111
0.02
0.083
4.8
0.22
53%
1.45
1.45
1.28
ST -9
DI -313
10
0.04
0.76
0.03
6.5
0.20
1.28
1.48
0.020
0.02
N/A
7.3
0.15
82%
1.21
1.21
0.27
ST -5
DI -313
8
0.33
0.80
0.26
6.5
1.72
0.27
1.99
0.150
0.02
0.083
3.2
0.18
71%
1.42
1.42
0.57
ST -4
DI -36
10
0.09
0.70
0.06
6.5
0.41
0.57
0.98
0.040
0.02
NIA
5.5
0.11
84%
0.83
0.83
0.15
ST -9A
DI -36
8
0.11
0.80
0.09
6.5
0.57
0.57
0.020
0.02
N/A
5.1
0.10
95%
0.54
0.54
0.03
ST -5A
DI -36
10
0.10
0.80
0.08
6.5
0.52
0.03
0.55
0.150
0.02
N/A
3.5
0.07
84%
0.46
0.46
0.09
ST -313
DI -313
61
0.20
0.80
0.16
6.5
1.04
0.17
1.21
0.025
0.02
N/A
6.5
0.13
58%
0.71
0.71
0.51
ST -3
DI -36
6
0.20
0.80
0.16
6.5
1.04
0.75
1.79
0.053
0.02
N/A
6.6
0.12
42%
0.75
0.75
1.03
ST -7A
DI -36
8
0.18
0.62
0.11
6.51
0.73
0.73
0.020
0.018
N/A
5.7
0.11
91%
0.66
0.66
0.06
ST -7
DI -313
8
0.12
0.81
0.10
6.5
0.63
0.06
0.70
0.020
0.02
NIA
5.5
0.11
91%
0.63
0.63
0.06
ST -7B
DI -313
8
0.37
-iTl-31
0.62
0.23
6.5
1.49
1.49
0.020
0.018
N/A
7.5
0.15
71 %
1.06
1.06
0.43
ST -8
I DI -36
10
0.81
0.11
6.5
0.68
0.43
1.111
0.0201
0.02
N/A 1
6.6
0.13
89%1
0.99
0.99
0.12
4
Sit
! ,T V-� Ill: I
o
0
va
q) N N
LD -204 Stormwater Inlet Computations - SUMP CALCULATIONS
U
Sag Inlets Only
J
a�
-0`1
C
c
o a;mm
ca
Q
E
C
O 2
O
n
-e
v
L
a
N
a
°L
m
_
o
E
>U
o
n
o
m
U
=
N
a�
y
~
O
4)
U
Q
TO
d)
WT
_
iU
E
f6
F-
w
Q
p
_
-_
O
p
U)
_
U
U
W
U
U)
0
C3
a
(9
a-
C7
o Q
F- 0)
d
0
d
d
U
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15.0
16
17
18
19
20
21
22
23
(ft)
(ac)
(in/hr)
(cfs)
(cfs)
(cfs)
('/')
('/')
('/')
(ft)
(ft)
(cfs)
(cfs)
(ft)
(ft)
(ft)
ST -28
DI -313
8
0.33
0.78
0.26
4.0
1.03
1.03
0.031
0.02
0.083
100%
1.03
0.00
0.24
0.5
0.48
5.71
ST -27
DI -313
8
0.33
0.80
0.26
4.0
1.06
1.06
0.031
0.02
0.083
100%
1.06
0.00
0.24
0.5
0.48
5.82
ST -22B
DI -36
8
0.44
0.80
0.35
4.0
1.41
1.41
0.02
0.02
0.083
100%
1.41
0.00
0.27
0.5
0.54
7.03
ST -22A
DI -313
8
0.44
0.80
0.35
4.0
1.41
1.41
0.02
0.02
0.083
100%
1.41
0.00
0.27
0.5
0.54
7.03
ST -21
DI -313
8
0.10
0.75
0.08
4.0
0.30
0.09
0.39
0.019
0.02
N/A
1
100%
0.39
0.00
0.071
0.5
0.14
3.34
ST -20A
DI -313
8
0.11
0.75
0.08
4.0
0.33
0.04
0.37
0.019
0.02
N/A
100%
0.37
0.00
0.07
0.5
0.14
3.23
ST -19E
DI -3B
8
0.30
0.80
0.24
4.0
0.96
0.96
0.039
0.02
0.083
100%
0.96
0.00
0.24
0.5
0.48
5.44
ST -19D
DI -36
6
0.21
0.90
0.19
4.0
0.76
0.761
0.039
0.02
0.083
100%
0.76
0.001
0.22
0.5
0.44
4.66
ST -7
DI -36
8
0.12
0.75
0.09
4.0
0.36
0.02
0.38
0.020
0.02
N/A
100%
0.38
0.00
0.071
0.5
0.14
3.28
ST -8
DI -36
10
0.13
0.72
0.09
4.0
0.37
0.14
0.51
0.020
0.02
N/A
100%
0.51
0.00
0.081
0.5
0.16
3.99
4
Sit
! ,T V-� Ill: I
to
o
0
va
q) N N
U
4.0
J
C
uj
o a;mm
E
C
O 2
N
to
0
0
va
enc
pL T H OF bi
o c2
TIMOTHY R. MILLER
CERTIFICATE No.
30542
Ok111VS/0NAL ENG`a`v
NO. I DESCRIPTION I DATE 1
NO
0
W
H
w
i-=
U
N'
0 -
C)
U
Sheet N0:
W
0
04
Sl 10f 19
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
22 1/2
1.50
2.00
2.52
0.10
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8"
45
2.66
2.66
2.77
0.26
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12,
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
1 1 1/4
1.83
2.33
2.84
0.18
SIZE AS THE COPPERSETTER, EXCEPT AS NOTED CAST IRON LID U
ABOVE OR UNLESS OTHERWISE APPROVED. SOIL\ MIN MIN MIN MINI.~
FINISHED GRADE 8 STONE
68 STONE � U�
10"-15" BROOKS 2200 SERIES BOX WITH
1/4 BEND COUPLING I I II: EXTENSION OR APPROVED EQUAL
� %� w
_
LOCKWING IN UNPAVED AREAS
STA L SOIL FLOCK' STABLE SOIL OR ROCK,
MUELLER NO. H-15069 (3/4 1")
NO. H-15068 (1 1 2 27 ANGLE _
FORD NO. L02-33 (3 4"� VALVE
F -+--I
NO. L02-44 (1 I�
NO. L02-66 (1 1/2") 36" MIN. _ COPPERSETTER (PLACED ON STONE) WATER LINE CZI 0
NO. L02-77 (2� NOTE C)
OR APPROVED EQUAL I FORD VV72 (1-) x3/4
VV74 (1 ") d e�
OR APPROVED EQUAL )d � r ,
I- i 1. NO ROCKS SHALL BE ALLOWED WITHIN 24„ OF THE WATER LINES. -1
�•: METER -Li 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED W
a ABOVE THE INITIAL BACKFILL. �Y
4" STONE BRICK AS 2500 P.S.I. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
BEDDING NECESSARY CONCRETE �' d 2'x 2' BEARING AREA. C
a+
CORPORATION STOP (3/4", 1', 1 1/2", 2') THRUST BLOCKa 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED w
MUELLER NO. H-15000 4 IN THE TRENCH.
FORD NO. F-600, OR
APPROVED EQUAL W
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. Q
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES ° d C)
SIZE, DEAD ENDS AND AT VALVES. a W
2. USE 2500 P.S.I. CONCRETE. � Z
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. ►---1
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF Q
ALL THRUST BLOCKS. U TYPICAL SKMCE LATERAL INSTALLATION NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
6 TYPICAL FIRE HYDRANT ASSMLY DETAIL r7-'� CONCRETE THRUST BLOCK DETAIL
�13HOT �CAIB
-- --------------- - - -
------------------------- _-- ---- ----------------- ----- ---------- ----- ------------------------- ------...... Q
�13NO! TO SCAIB Sia HOT TO 3CALB
O
DUCTILE IRON WATER PIPE JR �
1O INSTALLATION do BEDDING
9 TYPICAL GATE VALVE ---------
S13 HOT M sce>La Sheet No:
E
C � U
0 CNJ
I p Q -
V
DUCTILE IRON GRATE DUCTILE IRON GRATE +� J 4-%N
-- -� W/CAST IRON FRAME --- --- -I W/CAST IRON FRAME �� cn a
N
i L
G' t`
I U
C U
:.....................:..................... C CL
0 0 -
............
_ . - __-- c
-- .... -
N--- - -
---------------- - --
-- ......._.....ti....,
Q
Road CL 0
B
VARIOUS TYPES OF OUTLETS 58' Public R/W
VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS
WITH WATERTIGHT ADAPTERS FOR: 44 Pavement ,, o'
12X4 FOR: 12X12 ADS N-12
12X6 ADS N-12 SDR -35 SEWER 6'
12X8 SDR -35 SEWERSCHEDULE 40 DWV 0.5' PLANTING 5'
12X10 SCHEDULE 40 DWV 5' STRIP 7 Parking ' Bike Lan 10' Travelway 10 Travelway Bike Lan 7 0.
Parking
CORRUGATED PVC
CORRUGATED PVC RIBBED PVC
2% Slope L T
RIBBED PVC �,�,A �F
Sidewalk (Max.) CG -6 CG -6 y'/
2% SLOPE 2% SLOPE o
A
B
C
12"
4"
10.50
12"
6"
11.50
12"
8"
11.50
12"
10"
11.25
12"
12"
6.00
4" - 3,000psi Conc. �c
4 VDOT 214 .: ., ���'�, �� �� ,, .�.� ,:r-�.-�..� �-�-„-��� � :�..,���,•..�,�._�.�--; .---,. ,% /, o
4" MIN r�- a x rn R -
L -.�_ - -=�=-- a TI
r MOTHY R MILLER
6" PIPE
�L -_._- - ---
- _ ___.. _..' CERTIFICATE No.
VDOT STD UD -3 1,5' 2" SM -9554
COMPACTED SUBGRADE_/ 4� BM -25.0 ' �4" PIPE �0 30542 �Q-
(To be installed 4" OUTLET PIPE 95% COMPACTED 8 AGG BASE TYPE1, 218 1 VDOT STD. UD -4 .1
where road grade UNDERDRAIN �SSIONAL EAG`
exceeds 3%)
5 Lockwood Drive ZIU 02-02 ROAD D Revisions:
-------------------------------------------._..... -5555__..---------__. __--. _.__.
S14 Not to NO. DESCRIPTION DATE
THIS MINT DISCLOSES SUBJECT MATTER N WHICH DRAWN BY CJA MATERIAL 3130 VERONk AVE 2 Crity Co m m n is 07.06.05
NYLOPLAST HAS PROPRIETARY RIGHTS- THE RECEIPT BUFORD, GA 30518 3 Phase 1 10.06.05
POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 62548 PHN (TM 932-2143
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR ` Q7Il® ��t FAX (77o) 932.2490
4 Cn t C o m m n t s 02.27.06
TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NOJNAME r ww .can 5 _Cntv Com m n is 05.03.06
REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY ART TE 8-25-99 INLINE DRAIN 1T DESIGN DETAILS 6 Revised Storm 1 .
HEREFROM, FOR THE DISCLOSURE TO OTHERS IS
FORBIDDEN, EXCEPT By SPECIFIC WRITTEN PERMISSI G SIZE A SCALE NT0FS SHEET 1 1 DWG N0. 7003.110-002 REV B \
Yard DrainDetail
Mla 00 AST.
5555.
S 14 Detail l of 2 . -
Road
56' Access Easement
32' Pavement
5' 6' 7' Parking 9' Travelway
2% Sloe 2% Slope
Max.) 2% Slope 2% Slope CG -2 (Max.)
r .:: , `.<` > ^�:3.'`,� ,•+�,: 3� y,.�. i -r'.. / ..�).,, -"rimae Y .,f
v- - r 4 r .1 :.: w r w v' • J --�y'f 4 - ',.r <r1> �i'v1 : 1 -
� '`�: f ♦ i' v :.p'�<. .� � ,.5` `� ,yv ,F 9 \ .•..F' .� ,A'_� n \. sr' r �� y.. i :;.k �. .. �,. meq,: s- t ♦''`;.r�"\ .� - .c°' ,F ���`c �a" �c d 4' d c a"�'c Sidewalk
- X --� 4" - 3,000psi Conc.
COMPACTED SUBGRADE2" SM -9.5A 4" - VDOT 21 A
Ab' n Drive Zl1A 02-02 95% COMPACTED - g"- VDOT 21 A BASE MATERIAL
ROAD F)
~�� I 20 X .50 S 14 xot --to --sc�e-..-.................................----------------------------------
..
013.73
Road
0.50
33' Access Easement
1.50-Fnntt
1. QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05. 0 11.538 25' Pavement
2. MATERIAL: DUCTILE IRON.
3. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT. D>_
4. APPROX DRAIN AREA = 39.75 SQ IN.
7' Parking 9' Travelway 9' Travelway 5' )
5. APPROX WEIGHT = 20.15 LBS. 11'4 o
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONAAVE 2% Slope
NnOPLAST HAS PROPRIETARY RIGHTS. THE RECENT 3R BUFOM, GA 30518 CG- 2 ai
POSSESSION OF THIS PRINT DOES NOT CONF$i DATE o6MAY00 DUCTILE IRON PHN (779) 932-2443 2% Slope 2% Slope (Max.) �� � z
TRANSFEK OR LICENSE THE USE OF THE DESIGN OR �<yJ� ���� FAX (770) 932.2 90 `-- --_ 0
J ++
TECHNICAL INFORMATION SHOWN HEREIN APPD 6Y CJA PROJECT NOJNAME WWWcam T � _ - , •: �. _ r- .. a ♦�-i-♦ � --c--- `,�,�.�.-�.�,Y : ^ \ Z
�• U
REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
CONTAIED HEREIN, OR MANUFACTURE OF ANY ARTIC ZATE o5MAYoo GRAN /COVER 1T DROP INl
HEREFIR FORT►EDISCLosuREToaTHERSIS Sidewalk
1rT�1 i� n
/_ { r „ �7
FORMDEKEXCEPTBSP
YECIFICWRITTEN SIZE A SCALE 1A SHEET IOFI DWG No. 7001-110-021 REV 9 4 - 3,000psi Conc.
COMPACTED SUBGRADE____- 2" SM -9.5A 4" - VDOT 21 A Q
ry 2 95% COMPACTED 6"- VDOT 214 BASE MATERIAL Yard Drain Detail r Ald ate 'Way ZYA 02-02 ROAD G
S 14 Detail 2 of 2 --------------------------------------------------
S 14 Not to scale
M
O
� m
Road m
30' Access Easement �� o
18' Pavement
3 14' I
~� 3
o LO
Roll -Top Max Slope=5% 5' 9' Travelway 1W
co
Curb
2" SM -9.5A Min Slope=2% Q M
: 2(M
(Max.) 2% Slope 2% Slope CG -2 �2(M x� - -
,
a
; .
S3T ^
,.. ..- .:.: �:.. x_... ..^. ;�^." `.'�
- - -"t aj
.7 �
,5555. ,..< „ ,. ._ ...<..,.. .i L -�.. -,y<• , i t , f <r �, rL r'J� , r'b . V
..
,.. ,®' ..:�
4. >>.:. �,�..,
f%;f' �'Ri rki `e+.r
.r Sidewalk
.S 4"
.t .__._._ t 1^", ,�_»,..• ' ,.i, �� , r- b< lam,__ 'Zaz , ^'' ,. �r'♦I. � � � 0
3,000psi Conc.
2" SM -9.5A 4" - VDOT 21A
6"- VDOT 21A BASE MATERIAL COMPACTED SUBGRADE___- 6"- VDOT 21A BASE MATERIAL
95% COMPACTEDTyR
3 8 Co_mmunit _ street _ Zl[A 02-02 ROAD H 0
is a _cSecoon for Ale _ T _ -__ S 14 Not to SWIG
S14 NOT 70 Scam
Z W �
Cn E-4
Road a �D
E -I 0.' O
50' Public R/W
� I �
a w a
O
5' 2.5' 13' 13' 2.5 .5'
5' Travel Lane Travel Lane W
CLASS A-3 CONC. 2% Slope 2% Slope W (�
Q O
SLOPE (Max.) (Max.) 1/4" 1" (MAX) %� SLOPE 2% SLOPE CG -6
f f 4n CG-6
Sidewalk W OI
,
`., _ E -I4 3,000psi Conc. MIN Z.
-VDOT 21A
E --I
�...I
VDOT 21 A COMPACTED SUBGRADE3'5 BMM25.Oa A 4" PIPE P
95% COMPACTED 4" OUTLET PIPE ---//COMPACTED SUBGRADEJ 3" AGG BASE TYPE 1, 216 1' �VDOT STD. UD -4
95% COMPACTED UNDERDRAIN
� Q
4
ical Sidewalk Detail p
S 14 NOT TO SCAIE
U
On street parking is not required and the curb to curb road width may be reduced to 30' because the road length is less than 0.5 mile and no c-
lots0
front on the road. Ref. VDOT Road Design Manual, Appendix B, Subdivision Street Design Guide: Sec. B-4, Paragraph 8, 3(d)(3)
Sheet No:
9 Livingston Drive, Sta. 10+00 to 16+11.69
--...-...----------------------------------------------------------------- -- ---------------------------------......------..-.........-------55.5.5.
S14 Nor ro scKE
4of
i
03 — **THE ELLIPSE* COMMUNITY GREEN LAYDUT
0 0/
LEI 1 �—l
02 — "THE QUADO COMMUNITY GREEN LAYOUT
SCALE: 10=10"
CL LL J5E
ve TE Ing G
LIMIT' L
./
SEE' CI V_R_ MAWINGS
MR-- ZETENTIM
(GIs _T_ym�AL.
i diff
PLANM
A
'/Mh' A t J10
4000,
o�
41
Al
\l(if Acquisitikn,� LL
hy sm,49k
DBI 162P-200
P
% ik
N,
v
if jI
al
r
A
4er
x
N
Ir
4
At
6 0
t
CTS
30.
30
01 —LANDSCAPE PLAN
SCALD 1'=30'
DAMD T. ANHOLD
CEPnF(CATE No.
X?
4 N D - s c P, 0
I Na I DESCRIPT113N I DATE I
w
P_4
F=4
99
z
z
O
E-4
No. -
4=
V-9
4�f
4
a
IL
rs
,�,e
E-4
0
0_�
04
S16 of 19
cQ
iE
cn
*lS
C>
C)
Z.
0
DAMD T. ANHOLD
CEPnF(CATE No.
X?
4 N D - s c P, 0
I Na I DESCRIPT113N I DATE I
w
P_4
F=4
99
z
z
O
E-4
No. -
4=
V-9
4�f
4
a
IL
rs
,�,e
E-4
0
0_�
04
S16 of 19
Project Name: A011(LCTBAI PI.A/.& ATj¢QU yAi� _Tl3le1N�"
Fk= AUHQLJ) A�tAT6-S
Completed Coraervarinn Ptaa Memrre DesarhWm
1. MW
• Tines to be proaavod aipd pulotected. .
Limits ofcleacing shown no closer amen outside drip line, but not leas then 5 feet flan the fxe,
of the trees t preserved and protected.
• ' l ocwttion and type of protective fencing,
• Detailed grading ipfaamrtion in areas where grade danges may rewire tree welts or wags.
• Tupneluag err lurching proposed beyond the limbs afc�g.
2•
State clearly on the plan that "All trees to be preserved and protected shall be ma k d with paint or
ribbon at a height dearly visible to equipment operators. No lead disturbing activity shall begin until the
tree mad, has been installed by the contractor atter impeckd and approved by the Colony E gineeong
Department .
¢� 3. EadymentO
State clearly oro the plan that "Heavy equipmant, vehicular traffic, and the UmVe of eanafrucdon
rmoraals and soil doll not be permitted widAn the MIW& d*lioe of bus to be preserved and
protected".
4. Erosion Carmol Measures and Stormwster Manaomneet pac�l>• �s
Ta epcxaty erasion crouch meaapres and/or permanea dormwstor management Sca'lit n locaioos slue
be coordinated such dut they atoll not adversely affect trees to be preserved and protected.
714 s. FUW
Sure cleaiy on the plan that "P res shall not be permitted widen 100 fed of" oufeide drip -lies oftroes
to be preserved andprolecmd".
6. Toric Mstaials
Stara Beady on the plan that "Toxic mdarids shall not be gored wiffiin 100 feet of ft outside drip -line
Oft= to be preserved and ptotatad'.
7. Pmlactive Fenelaa
Tree proteo<ive fig shall be shown and identified on the plan For all trees the aro to be paeeaved and
pmlecied and are locabd witlb 40 Feat of a p mposedbuaft or land dbudiing activity. State dearly
m the plan the "No bind dis robing activity shall begin 120111 lift 11140 protective haoing has been
inslAied by the ca"tralxar and i erxea and approved by the County filow ting Departrime.
9. TreeWells-
When &e ground level wast be raised wi6'im tine drip -1®e of a tree to be preserved and protected, the
plan d" show, ideaff, psidprovide a dotan7 Ear a tree weL.
1"v 9..7ra Warm
Whin the ground level moat be lowered widtin the dri ,-Um of a tree to be preserved and ptoteck4 the
plan shell show, tden*, andpavide a detail for a tree wall.
�. 10. M=Gbin A Tmpdine
Indicate an &ephn where trmchipg end tunneling will be necessary within the limits.of treep,p/ectian
or beyond the iimite of oiariog. Stas: dearly ad the pLn &.t "Wh-b ocWng For any kind of
underground water, sewer, deal, ablq telephone, or odtetutitity service is necessary within the
limit ofum protecdm or beyond the limb epa
of destin& the sadfro
on m the tnmia of trees dull
nmmoiaed to da fanthed m 'Possible- Tag aha4 be required wb- deemed, by the Courcy
Engioeey t!a<traching w M stdfiow* damage feedwrom a!'tcees to be p waved and prowcoC,
it. Darnswd Trees & Qwwa ted Root tapes
Stare clearly on the plan dot "Any damage b the crown, tmdy or mot system of any tree to be pve ved
and protected shall be repaired itornediaWy. in accordance with Ste prat lees in the Erosion a Safiment
Coo olAsodboolc. Care for serimfiiiirulesshallbepracrtbedbyaprofes ionalfor tree
specieliaL
Sate aleviy on tbeplan that "Seib wbich have been compacted, ower tie root zones of trees to be
pneaved and pmlected, d" be aerated by punobing holes wide an iron bar every 18" over the root
zone. The bar shall be driven 12" deep and moved back and For& in each hole until ae no is boswer.
1i � 12. Iienpval ofT Prptedive Meas20es
State lady-doplan tha "r-prokotiventasntesshallbe thelastofthe tetppomyerosion control
pbn mease4s ramved daring th-find done- '.
ConwidedByr tjAwD AA#jQLD
Date
CDNSER V A T I DN PLAN CHECKLIST
PEDESTRIAN LIGHT PHDTDMETRIC' PLAN (EDDTCANDLES)
SCALE: 1-`=30-'
4" COLORED CONCRETE PAVEMENT
WITH STAMPED PAVER PATTERN
6"X6" 10/10 WOVEN WIRE
MESH REINFORCEMENT
1/4'"-1 ' MIN. SLOPE
a ea .
o 0
o 0
4 IN. COMPACTED 21-A GRAVEL '
ON 100.E COMPACTED SUBGRADE
NOTES
1. FINAL COLOR AND STAMPED PATTERN SELECTED BY OWNER.
2. SEE PLANS FOR EXACT LOCATIONS, ELEK, & DIMENSIONS.
J. VDOT CLASS A3 CONCRETE.
CLINC, SIDEWALK WITH STAMPED BRICK PATTERN
SCALE:
REINFORCED CONCRETE PAVEMENT
WI77q COLORED AND STAMPED
COBBLE SURFACE. S7FEL FABRIC REINFORCEMENT
PER VDOT PR -3
SLOPE PER PLANS
. e. .o e w
a .�44
N
20m20aae�20ee20t•20al20a20 Lpe20aa20��beaa'sermmar ��'t.aia20'
e
a o e 4.
°
e�
oe ° d
o '
o
a Oo 0
0 00 0
a
a 0 4
I \C0MPAC7FD 21-A GRAVEL SUB -BASE I
ON COMPACTED SUBGRADE.
CONS7RUC770N NOTES,
1. • ALL MA7FRIALS AND CONS7RUC770N SHALL CONFORM TO LA7FST ED177ON
OF VDOT ROAD AND BRIDGE SPECIRCA770NS. ALL WORK SHALL BE APPROVED
BY VDOT.
2. ALL WORK SHALL CONFORM TO VDOT PR -3 DETAIL FOR CON77NUOUSLY
REINFORCED CONCRETE PAVEMENT.
J. SEE PLANS FOR EXACT PAVEMENT LAYOUT, SLOPES AND GRADING.
4. CON7RACTOR SHALL SUBMIT SHOP DRAWING SHOWING STAMPED PATTERN
AND COLOR FOR REVIEW AND APPROVAL BY VDOT AND OWNER PRIOR TO
BEGINNING CONS7RUC77ON.
CDNC, CROSSWALK WITH STAMPED CDBBL E PATTERN
SCALE.
FDCiUAE BALLASTA.AIt1P AM4 POLE OOLOR OPTIONS
2 -PRAWN V5 25011AH 2-TAA95U D82-5848-188 six •
PRIAN L85 120 • D86-4812-125 DGN •
' ROW to your AAL catalog for a torr iptete listing d aveiable arms and poles.
AU. L4614TO W4L ft FUU. CU'f O fr MF ALS CO. PQMTS
-15
PEDESTRIAN LIGHT DETAIL
N. T, S,
INTERMIDATE POSTS ALONG RAMP SHALL
BE CENTERED BETWEEN LANDING POSTS,
10' MAXIMUM BETWEEN -POSTS TYPICAL,
ACCESS RAMP
SCALE,, 314'1=1-'-0,`
1-1/2' O.D. STEEL HANDRAIL & POSTS, TYPICAL,
CONTINUOUS WELD, SET 4' DEEP WITH QUICKSET '
HYDRAULIC CEMENT, PRIME AND PAINT WITH TWO
COATS PRATT AND LAMBERT CHARLESTON GREEN OR
EQUAL.
P ANS FOR
EXACT SLOPE AND POSTS SET
F DIMENSIONS, CENTER FROM EDGE
OF PAVEMENT.
4' CONCRETE RAMP AND LANDINGS
WITH 6'X6' 10/10 WWM,
ALL CONCRETE SHALL MEET VDOT 4' COMPACTED 21-�A GRAVEL—/ l
A3 SPECIFICATIONS. pN 100% COMPACTED
SUBGRADE,
PRE -CAST CAP. INSTALL PER
MANUFACTURER RECOMMENDATIONS,
COLOR BY OWNER,
2'
R=1 1/4' 3/8'
FACE BRICK, TYPE &
COLOR BY OWNER
-6' ADJACENT !
PVMT, SEE DTL. PROPOSED FINISHED
1 ^ GRADE, SEE SITE PLAN.
c 1
°D CMU CORE. GROUT SOLID
M BELOW FINISHED GRADE.
VERT, REBAR-#4 @ 16' O.C.
tea- "r CONCRETE FOOTER ON 100%
a' COMPACTED SUBGRADE.
A3LCONCRETE PER SPECIFICATIONS,
VDOT
. it 4— e�• aaaaa� . aa�'a .
'd Q
HORIZ, REBAR-#4 @ 6-#4 REBAR
16' O.C. CONTINUOUS
3'
SEA TING V A L L
SCALE, 1":=1"-0
1992 3.39
Source: Va.. DSWC
TREE PRDTECTIDN DETAIL
Nt T# St
Plate 3.38-2
0' 1-1/2' R.D. STEEL HANDF>AIL, TYR CONTINUOUS
WELD. SET 4' DEEP WITH QUICKSET HYDRAULIC
CEMENT. PRIME & PAINT WITH TWD COATS
PRATT & LAMBERT CHARLESTON GREEN
DR EQUAL,
CENTER MIDDLE POST
BETWEEN UPPER AND
LOWER POSTS.
0�
a
t
-----1'-6 1'-3'
0'-3••
11 H
• .a RADIUS �
�.�' ! 1/2' CHAMFER,
CONTINUOUS.
NO. 4 REBAR 00 o
?� e . IN NOSING
12-0 NO. 8 REBAR �`- " lia•ii -tr
DOWEL BETWEEN STAIR e • '• d st a 1 3 0
�- . • <_ ' . a . CONC. WALK,
AND CHEEKWALL. � � � � SEE DTL.
CONCRETE STAIRS 3500
. ° - -C6 `` e • .-. '• a °•,
PSI, AIR—ENTRAINMENT. EXP. JT. 11 11
. q••• •ate �.eQ, . ..
6'X6' 10/10 WWM ' `' a• '
4' COMPACTE__D _21-A GRAVEL
ON 1007. .'.'OMPACTED SUBGRADE
NO, 4 SMODTHBAR AT
18' OZ.
12' WIDE CONCRETE
CHEEKWALL, SHOWN
BEHIND.
CONCRETE S T A I R-
SCAL E; 3/4 "=1 '-0"
�l-
1
0
70MH uses moA*#n base ED -17 tamps.
0
78
z
U
0
H
a
a
ri
d
A
CAT NO O nota
PRIMV3tanq�. type 3 relecbor
70 watt metal holds mu lthp bt3tll W
WQ
1.20120h3124O2TT vdt
W
PRtiIN VS vierfi0a118rttq 5
PLANT SCHEDULE
PRIM IL8r.► irtBudes a 85 watt Cl krduntion
socket far Itr�
70 wan
talslid
70 wedt metal beide mlllitap behest
b
� decanrtic ballast and an LDL �
1 40V277
NO.
SIZE
120 or 277 ver
volt
ACER GRISEUM
PRM N X165 includes a 185 wait OL 4tductim
uses base ED -17 k nws
1-1/2" CAL
B&B
Lamp. electronic baletst and an LDL lens, specify
100 watt meted halide muttitap ballast -
SUGAR MAPLE
120 or 277 volt.
20V20B24=77 volt
B&B
MATCHED
CORNUS FLORIDA
118 FEET
FLOWERING DOGWOOD
vi HT Whiee DBz Dark Bronze
V HGT.
B&B
DGNI Dark Green
GINKO BILOBA
Alan vjm VGR -Verde Greed
14
2111 CAL
ATG Anfig a Green CRT Cortes
MALE ONLY
KOELREUTERIA PANICULATA
Custom and RAL coidr a are evall" at an
GOLDEN -RAIN TREE
12
Odra oast. Pleaw submit a color sample, or
B&B
>74
�J
RAL color number.
NATCHEZ CRAPE MYRTLE
36
12 FEET
SAO at Mb seed t so
MULTI -STEM
BPS srntt ane *M*d h a brass colored pastier
SAUCER MAGNOLIA
12
lane to 000081311 the fbdure
B&B
MULTI -STEM
PRUNUS X "OKAME"
n3dtice tatttp Wght .1M
OKAME CHERRY
20
8' HGT.
RST ktstarlt restart bellaSI 1WVAU (W NM
�
QUERCUS PHELLOS
IPS hemp gW)5).
14
2" CAL
B&B
QRS CAxvtz restrike conboler and socket for a
QUERCUS SHUMARDII
SHUMARD OAK
T-4 mini -card halogen lemp.
2" CAL
B&B
QL Socket for a T-4 mini -cared halogen .
LITTLELEAF LINDEN
8
Field wired to a separate circuit.
B&B
MATCHED
ULMUS PARVIFOLIA "ALLEE"
HSS Hotm side shield, Waxy irttrWW
ALLEE LACE -BARK ELM
23
PSB Pulse siert ballast for 250 AM, 113 or VS
B&B
roes t
only.
E--1
GREEN VASE ZELKOVA
FS1 Sirtgle icmirtg for 120, 277 &347 volts
2" CAL
B&B
FS2 Double tieing for 120, 277 & 347 volts.
381 x 19• dia
9t51AM x 480 aw11
See the AAL ca far a fiA of
~
EPA -4-75
decomm bases, amis and p�
.
IP RATING= 54
FDCiUAE BALLASTA.AIt1P AM4 POLE OOLOR OPTIONS
2 -PRAWN V5 25011AH 2-TAA95U D82-5848-188 six •
PRIAN L85 120 • D86-4812-125 DGN •
' ROW to your AAL catalog for a torr iptete listing d aveiable arms and poles.
AU. L4614TO W4L ft FUU. CU'f O fr MF ALS CO. PQMTS
-15
PEDESTRIAN LIGHT DETAIL
N. T, S,
INTERMIDATE POSTS ALONG RAMP SHALL
BE CENTERED BETWEEN LANDING POSTS,
10' MAXIMUM BETWEEN -POSTS TYPICAL,
ACCESS RAMP
SCALE,, 314'1=1-'-0,`
1-1/2' O.D. STEEL HANDRAIL & POSTS, TYPICAL,
CONTINUOUS WELD, SET 4' DEEP WITH QUICKSET '
HYDRAULIC CEMENT, PRIME AND PAINT WITH TWO
COATS PRATT AND LAMBERT CHARLESTON GREEN OR
EQUAL.
P ANS FOR
EXACT SLOPE AND POSTS SET
F DIMENSIONS, CENTER FROM EDGE
OF PAVEMENT.
4' CONCRETE RAMP AND LANDINGS
WITH 6'X6' 10/10 WWM,
ALL CONCRETE SHALL MEET VDOT 4' COMPACTED 21-�A GRAVEL—/ l
A3 SPECIFICATIONS. pN 100% COMPACTED
SUBGRADE,
PRE -CAST CAP. INSTALL PER
MANUFACTURER RECOMMENDATIONS,
COLOR BY OWNER,
2'
R=1 1/4' 3/8'
FACE BRICK, TYPE &
COLOR BY OWNER
-6' ADJACENT !
PVMT, SEE DTL. PROPOSED FINISHED
1 ^ GRADE, SEE SITE PLAN.
c 1
°D CMU CORE. GROUT SOLID
M BELOW FINISHED GRADE.
VERT, REBAR-#4 @ 16' O.C.
tea- "r CONCRETE FOOTER ON 100%
a' COMPACTED SUBGRADE.
A3LCONCRETE PER SPECIFICATIONS,
VDOT
. it 4— e�• aaaaa� . aa�'a .
'd Q
HORIZ, REBAR-#4 @ 6-#4 REBAR
16' O.C. CONTINUOUS
3'
SEA TING V A L L
SCALE, 1":=1"-0
1992 3.39
Source: Va.. DSWC
TREE PRDTECTIDN DETAIL
Nt T# St
Plate 3.38-2
0' 1-1/2' R.D. STEEL HANDF>AIL, TYR CONTINUOUS
WELD. SET 4' DEEP WITH QUICKSET HYDRAULIC
CEMENT. PRIME & PAINT WITH TWD COATS
PRATT & LAMBERT CHARLESTON GREEN
DR EQUAL,
CENTER MIDDLE POST
BETWEEN UPPER AND
LOWER POSTS.
0�
a
t
-----1'-6 1'-3'
0'-3••
11 H
• .a RADIUS �
�.�' ! 1/2' CHAMFER,
CONTINUOUS.
NO. 4 REBAR 00 o
?� e . IN NOSING
12-0 NO. 8 REBAR �`- " lia•ii -tr
DOWEL BETWEEN STAIR e • '• d st a 1 3 0
�- . • <_ ' . a . CONC. WALK,
AND CHEEKWALL. � � � � SEE DTL.
CONCRETE STAIRS 3500
. ° - -C6 `` e • .-. '• a °•,
PSI, AIR—ENTRAINMENT. EXP. JT. 11 11
. q••• •ate �.eQ, . ..
6'X6' 10/10 WWM ' `' a• '
4' COMPACTE__D _21-A GRAVEL
ON 1007. .'.'OMPACTED SUBGRADE
NO, 4 SMODTHBAR AT
18' OZ.
12' WIDE CONCRETE
CHEEKWALL, SHOWN
BEHIND.
CONCRETE S T A I R-
SCAL E; 3/4 "=1 '-0"
�l-
1
0
PLANT MATERIAL SUMMARY
r 000311
�j, i�fesc►� ►�,
Reyisi
0
NO DESCRIPTIONI DATE
W
�
z
0
78
z
U
0
H
a
a
ri
d
A
1!?
0
N
A
WQ
W
•
PLANT SCHEDULE
SCIENTIFIC NAME
W
COMMON NAME
NO.
SIZE
ROOT
NOTES
ACER GRISEUM
PAPERBARK MAPLE
5
1-1/2" CAL
B&B
ACER SACCHARUM
SUGAR MAPLE
10
2" CAL
B&B
MATCHED
CORNUS FLORIDA
FLOWERING DOGWOOD
5
V HGT.
B&B
Z
F D
GINKO BILOBA
MAINDENHAIR TREE
14
2111 CAL
B&B
MALE ONLY
KOELREUTERIA PANICULATA
�
GOLDEN -RAIN TREE
12
1-1/2" CAL
B&B
>74
�J
LAGERSTOEMIA'NATCHEZ
NATCHEZ CRAPE MYRTLE
36
8',IGT-
B&B
MULTI -STEM
MAGNOLIA X SOULANGIANA
SAUCER MAGNOLIA
12
8' HGT.
B&B
MULTI -STEM
PRUNUS X "OKAME"
W
OKAME CHERRY
20
8' HGT.
B&B
�
QUERCUS PHELLOS
WILLOW OAK
14
2" CAL
B&B
QUERCUS SHUMARDII
SHUMARD OAK
15
2" CAL
B&B
TILIA CORDATA
LITTLELEAF LINDEN
8
2" CAL
B&B
MATCHED
ULMUS PARVIFOLIA "ALLEE"
ALLEE LACE -BARK ELM
23
2" CAL
B&B
1-4
ZELKOVA SERRATA "GREEN VASE"
E--1
GREEN VASE ZELKOVA
17
2" CAL
B&B
ICO
~
COUNTY ZONING - TREE CANOPY CALCULATION
CANOPY AREA
o
CANOPY AREA
AT 10 YEARS
AT 10 YRS.
COMMON NAME
NOi
(TREE SQ. FT.)
(TOTAL SQ• FT.)
PAPERBARK MAPLE
5
95*
• 475
SUGAR MAPLE
10
215
2,150
FLOWERING DOGWOOD
5
124
620
MAINDENHAIR TREE
14
95
1,330
GOLDEN -RAIN TREE
12
300
3,600
NATCHEZ CRAPE MYRTLE
36
77
2,772
SAUCER MAGNOLIA
12
115
1,380
OKAME CHERRY
20
200
4,000
WILLOW OAK
14
370
5,180
SHUMARD OAK
15
330
4,950
LITTLELEAF LINDEN
8
250
2,000
ALLEE LACE -BARK ELM
23
366
8,418
GREEN VASE ZELKOVA
17
350
5,950
NEW TREE CANOPY:
42,825
EX. TREE CANOPY PRESERVED 10
125%):
94,794
TOTAL TREE CANOPY PROVIDED
137 619
SITE AREA SQ. FT,:
687,377
ROD. TREE CANOPY Q 20%
137,476
PLANT MATERIAL SUMMARY
r 000311
�j, i�fesc►� ►�,
Reyisi
0
NO DESCRIPTIONI DATE
W
�
z
0
78
z
U
0
H
a
a
ri
d
A
1!?
0
N
A
WQ
W
A
L.
W
`r
Q
U
o
w
�
uCIO
W=
at
dL
A
0
H
a
a
ri
d
A
1!?
0
N
A
W
�
W
�
o
w
�
z
I
E4
i+t
q
Z
F D
O
z
�
W
�:4
>74
�J
N
Q-4
OO
O
W
Eat
W
w
�
�
Q
W
�
DO
0.4
0-4
1-4
Z
E--1
C4
O
ICO
~
Z o_
o
Sheet No:
IS17 of -1-9
11 I I! ! f z","", - , "' 11 . - 11 " I/ ,.. 11 11 11 ; 11 / I 11 I I i I 1, t \ I � - -e E
/ / / I , �\ �, " 1_ - __ 1� i I i / / / i 1 't I 11, ,,i N, I // / / 11 Of \ - RL
/ , - -- _� . . / / / C M 8
/ 11 If ,,, ......... - - - --..-..- - - I 11 I I , X ; \ - - .
.
/ / i , \ ,�, .� /// I/ 11 / /I I / ) I I \ \ , I ./ / / / \ D C\J N CO <
I I .. I I /I I j I 1 : I / / / . In (\j - U >
/ , I ',.',. i I I 11 I I I . ,\., I \ / Of DESCRIPTION OF AMENITIES
, / 11 : ". .-, I
- / / / I I : : , / / \
, I . : \ \ / / ,0< 00 - in�
/ / y / S�1, -,,, /X. J! / / , � : ,__....
/ I i / ,,___,� 0 _', - __ I ) / ! / I " I � I \-. -_ / / / / \ / 0 4-3 > ' - C)
/ ., -_ __._ 11 11 / ) I I ,-.,, / / / 11 V (3) n C)
/ I r "I I - ,-, - __ -Z I/ / i i I/ I / / ! I . -I.. __ --- -.- I/ / / / \ 11 _j M ,j r,- �,
/ t i 11 __', - --- - --- -- -",- I I I / I/ 11 I I , , / a- = 0) a)
/ ; / I 11 " 1. . / I .1 \\ I 1\ / / / . / / \ \ / 1 11 / _J -r- 5; 4 ,4:
1 1 . / 11 4� 0
// � "I 1! ., I "" �, I , // ) 11 ! . I / // /// / / \ / // , / 1 Block I . M 4) (y) M
11 / I 11 - - �, _,,_ ,�. 11 / ! / / / \\ \N / / \ -_ - --_--- C U) 0'.-I't 't
/ , 11 1, " ____ I / I 11 I / / / ) " \ "11-1 // / / / \ �,� I J,
/ " 11 I / I \ / / � . 0 0 T) t
/ // / // / ,_� "I--- __11_.... _ ..... . . ..... .... J 11 I ! / / � . , 1". / / / \ 11 / I N -C
., . _.____1_/ / / I / / / .1 \ / / / / / I Greenway Path & Dedication (2.30 Acres) E 2 M
\,_ / =
I \ - --, / I 11 \ \ __ ..-.-.-.--, / Z_ ./ - Q)
/ 11 . / / ! \ 1-1 / / �_
-
// /I // ! .,\, - -.1-1, ,_, -, - 'I,/ // I'll // /// ,,"/ / / / / 1, \ I \ \ / ./ 11 / \ / -_ ------- - 11 / \\ 11 "I / C CL :3
/ I i I-.-- -..,- __ __ / . / \ \\ . / k / .- ___... -_ I \11 I "I 0 0
// / / --I-- ,_ -_ 1,,/ /I / / / / j \ I I/ ./ , / Of I.- ___ - // V, I Dedication extends to blocks II & III .0 to
,/ // I/ I /..-", �, _._________ / / / t/ 11 / / / \ \ I I 11 t / / _ ____f _____ 11 4) 0
.11 / i I I'- __1 / I I / / \ \_� I I I / 11 / // // k I - - I I -purpose grass playfield (0.30 Acres) .0 >
, ,� " / /1, !1i f/// -,, " �__,_ - __ - -, 11,_ ___ _. - - __ __ - -, __ - " 1/ // / ".//,/ ///' // I/ / ',,,'\ \ - " !", / I/ // / / / / / / , // // \ 11 ,-----. 11 - / / Multi E 0 W -'..-
IX/ // 1i 1111��. __._..___, __ - - -, ,/' /// / / // // /// /// / \', 'I$ 1/ /// // // / /// // \ \ ------__.-.-- _,.� / Tot Lot: (0.07 Acres) (Phase 2) 0 Q -_ "..",
) , '-- ___ / / I/ I I I / " / % \ I -1
-1-11 // / I /_.__._____ -,-.-.-----, _____.____._ " // / / / ; / / / � \
_- / __ - __ - 11 / ,/ t / / / I i�
/ / ; / -- ------ "," / / / I / / / / / / I / /// I . �
, / / j � --- / / / / / Ix . / 11 11 I/ / "I I I -1,Z \ \ \ I -
I / . 11 ', - - / I/ /11 / / / I / \ � 14
I
,____ ; 11 11 -_ I / / / // / 11 / f , / / ( / \ 11 � 1�,_111-111-.. \ � 11
_:___��_ ",_ _/ / I j 11 - _ - __ - - X, ,/ / / 11 I / / / / / \ / I I �, ,-1- -7111- --- -_ - 0 0 , � , Iq ,f � " to
.- / - .., / / .1 I . \ 11 *0 , / 46,4,
1
__ _'. / / j ,____._._,,_.__._,____,. _._ ,�,_, / / / ,/ X .� / I / / / I / / . k 11 / --.__ �,_, Block II Linear Park: (0.68 Acres) 10 0 \
__ " I ____ __ - / / / 11 ,/ ,,�, / / \./ I _/ -- 0 �Z, .-,,,, - 0 C,
/ ; .� / I / ,,� / I .1 ----___._. �\,�,_ "
-, / : 530 1 / "I , I/ / / / I .- A / � 11 - I - ,a a -1 ...... .. _-1 ,CP� 0
____1 I ,_� ._� ./ / . ,�, , "I / � _____, te!
.,
,
, / t, / " - I %;
I I _-, \0 \
�
// ----. ,,/ ,-- ,,z / ,/ 11 , I I 11 11 I- / / . It .� I - _. -, -purpose lawn areas connecting greenway path to
/ ! . I / 11 \\ / , �
I `\ -_ / . ��, � __
--.-/ - I �_, ----'--.--. -.--- � �� /, " .,�, "', .�. / / f ,,--- I 1\ // ___ ,, I I " X / / 1- Two multi ,&� v 9 ev�
- / -,-- _____ - ...... ____ , / ..X Z, " 11 " k / 't, I � I ) i 11 -1 - - ,cc
__.__._.__' I/ __ / 11 ,/ / " I I ", / "k I,"' -A, ,\\ / \ / , �.:. .. 'i I--, / 11 - _� a a
/ --! / - --. _,-, Z " -1 I , / � I (I I' \.. , ;�_l �.. : 'k \ , 11 / .11 - - --- Road D Handicap accessible stairs and ramps Sidewalks
- .� ,/ / I \
I I
,
-,,--, __ - " �,�/ , "', ".1 / - -1,---' I :,� ,*\ . � ! 1. / _: "...... \ I 11 __-, - -
�
..
_��_// // /__ - - /� __ _� __ __ -I-,- __ - - - - _ - ___ ", - - - / Z.� // / "I, - / , . , ;.,._.. 1.1e\.� . . ..... // \\ \ .�,./ �, I \I, � __ - - ---,-,
__ 11 .ol ,,- , - / " I it �\ :. -.11. __
- - : /
____ I - 10 I 11 �, I I ..... . / \ \N .... ..\ ____r__ - -
___. " __ / .1 / : I � I .__ \� - - Benches Landscaping Lighting
� " -,, I �\ "I -1 , I
: /
" - - - _,_ - / / l,,_____ __ __ _____ ___ - ____ _', ,____� ,,X �, / . _� i 1� \ /'. . I "Iz"' / / /. I - _____
- , " - � 1� le / . - , 11 : N .. X V 11..� \1. \ ` .,.,-;I\\ .� N, / I 11 __-, - tNLTH op
:
/ - 11 11 / .� Ir / /\ \ \ � , .w I " . \ / *
___ / / ---__ ____ - " // 11 11 . ,: \, / � \ �\ ,. _-, -
- . � , 1 �Q� It - --,--- Ira
- - ". I" - _., - _ - __ I \1 "..., �/ / \ , - � \ \ " t . \ / I - -_ IP6,
. I ...--- - _. * 11 \ " I
__ / I / ( - - , __ - .- __ _-, .,- � I -, " .,., I'll, I/ / / / / / / �, / / ,/ \ I / �� / \ : I k , \ - . 4 IP/
-..- I -
_ -,. I / I � � __� __1 � .1/1 / / / I i � _\ / 11 / \ � \ \ ..'.1.,% \ . / / � 4 11
. .... .... .... - - /I . I ,_ � - - - ------- ------- . . .... -,-- --- -- __ �_�, , I I 11 % ,1_/ "". '\, \ A \ . . \ 7___ -
_ � .... _ _ / ,_ -i,j " ,---------_____._ ___ - / I/ I ! \ : ..... . /\ 1\ I., \ . I "I I N, I \, : \ ., ., ... 11 .11--_ " TIMOTHY R. MILLER 1�
� - ___ . . k \ \ 11.
___ 11 I . �/ \ \ \ N. -1. \ , 11. ". I 11 C)
�_ i ., I 11 11 / -
--, -, - - -- - - - - ,� __ � \. 11 I / \ \ '. . \ \ . \ . / . I 11 - - �1_
. .... .. ........ __ . �. -11� I- \ �.� . \ \ � 1. , .-,\ I ! / CIER11ACATE No.
. _,::�_�:�_ __ -11 / * , . __N I \ -, , _�,__ - Greenway dedication and trail
,. __ ,,7..:..__,,, - - �__ _. \ , / \ \ , \ \
_ - / ,�_ - .,-. -_ - * ___�, / :- , // \ . \ \ . I I _ -1: \ / / / i I - Block III
I/ �_ __ , -, - -, / __', ,,�,<, _.. . \ 11 / /
/_ , , -, , ---- __� / \
I/ __ .- - - 4- - _rz-, lk iva .� \�� / \ \ ;� \ \ \ ... _ \ \ ,� _ . �. - / � 30542
____ " *
I/ _ . _
___ - , / - __ - - . \ , I \ 11 - -0
, - __ * . .,Z `-, �X, \ \ \ ...., N, ,* �, 11 / .,- _P q7
a
W
,_ " -
- ____ __ - - ----/-- __
__ __ /I
I\ __ - �___ __ ___ - �,, _,/ ,��
.. , I
- - ..
11 / >/--/ I \ _. . . ........ ....... __ -----., __ � __ /_ V_ V_ " .4,il . 11 , �_,,, -, 1, *\ \ \\ N,N, ...._ � \ , / / I ___� - 01 4;
- *,-- ,__ ,_ - , .. .e . ., � I _ �
__ _.- - - __ __ / , / - -, __ _... - __ - ./ j, -,k"\ V 6f. v :.1 , ,_4 , � ... N, \ ... 1, _\\ . / I i / e , __ . Greenway Park: (0.42 Ac.) ..
. .
_-, __ - - - . ,______;7�_--_____ - --\ ,. --.--, :,.. . N.. \ \\.- \ \ ,� \ \ , , / I ____1
- _ ___ 1, I IL ,,C- 1,f,1, -._Y, V_ IL � ,.� .� "I \ \ 1, � ,
/ __ - , - /I X - , 1/, .,- - - �, _... ,�Z� .. , �k - IL la I I . 1�111. 1, , N, ... ;_,,11 11 / / "I ? -- IL
/ " ", I -, - v 14 - v , I , , I I !, "N' 1, 11 - .1 \ .1 �\ ,� I / -
� -,.-. / /I , ,/ � \ . ............ - .. V_ - / \ ,'. _,,.,.,�;;el, *,;�ol.e jt,.�V_ .., ", \. 1, N . \ `_. '.. ,\111 \ '\,\ I., �11 \\ i / / ; _�__� Wooded park area with picnic tables on concrete pads. ONAL
I / ., I-,' �. _., . \ : . 1�_M_,=!=V__:1,_ : - � \ .,..- \ - .. 1. \ I / ;
.-- ___ __ / .� - - - , j - . V ��lc- , 1� - �, -, I - \ ,\ \ : " 11,� � ,,,- ---- - \ ,\. 1:1.1� / 11 1111111111111111111111111111111
/ - - __ - __ v 11- I / " �t 11 ... I _,,:___,1 11 \ 11 !
..
/ 11 5?0 11 - V_ v V_ v ._, .j.�,.������ ,,;� I I \ :_... / /&�-__;z.- ,\
. �. I *
I I o
, )\ - " 1-1 V_ �.. / . � I � _... ---.V- I- 11��.: / / i
I - -
� � � . V_ : .
� .
. 1-1 , �_. .. 1. z:._ \ :. 11 I I
,I/ k� ... I , 14 . - __ . : .. I . . I /, � �� -<� .. -��, , ..... . . "', I- ) . , .
/ -.1 / C 11 _ / ) " - - k � � J, I.. � I \ \ \ ;:��E,.:E��:� --,:,- ,-\- \---, I/ I / /
1'.6- , J,r�v :k4* ,,� .�_ . .... .. 1. .I _ \ .. 1. Z_ - -., I / I Revisions:
I " / ____1 �, - , , ,
I 11 .- I \ ./�� - � . 11. . - 11 I 11
/ w-.,- 10-,, V- v IL W. -f- : 'l : ') -if I ",--_,.. .�� ,,Z�,�� - 11. .. , 1� __ i 11 /
.
, - - . . . v �., / � __,� .. % _,! / I 11
k �,�, _', \ - �� IL v I 104.� .-- .11 4 v \ \ 1. :- .1, - .- I Neighborhood Park with benches: (0.07 Acres)
- I - - 11 �, I 11��_: . � .:1 NO. I DESCRIPTION I DATE
.
,:- . � I � \ 11 X .
��
� __ - - ���, I ,: � . _,� I I'll 1-1 .- 1\ , \ I—
,_ ----.-- - . _� ,.. � \ .. ... \ 1, I i I! 11 .,�: - -, -,, -, -, \ I 11 I -_ i
I \ 11 : _., . , � 1. . v v \ I " I 0. " 1, \ . ,\ - I 11
- v . V-1 ILI \ \ \%\ ,,� � 11 ____
- IL ... ...: I : � V �,�, I I- I-- , ." � -
- : / -.- - - V_ V -s- ,_ 0�1_1 . I.. :.. � 11 �% I
\ \, / ", _. __ _ __ , !, ,.,ic ,1, /
11 / ---,- V_ V_ I Z., - -ACre /
.1 .:,� . �
- I I , �. 1\ _N_1�1 ,.. �,�,
\ j - 11 ,�# , � -,� I
\ / - ),�, , �- ). .' ,- ,,� U, .- ) - -1
_.., � ,,,' ., � -7 - __,,_ — I 0, 11 .� , — / 11
- __ - � .1 ..-.-.-.- . I �, _____ �, __1 _� I \ �_\
. I
- -.- v .., ,,�: k- "'ilil ,,� \,).\ —, k . . . .�,,, 1-1 11� * I ! � 11 \_ 11
\ " I - " " i I -- 4%l. - , ., .�_ '\, 0�,_ \% ___ I . !
/ � - __ I " -*v &L v- V . _ "l , 1� :v : \ 1\ �,,,�� - �` ,� , '. 1.
A ,., ,. . : \ I . ,\� '- ,�- - - -54( \ �\ I � - . / B
, � , ,
� -- - . , . I - . - : . \ �� : �_ ____ lock V
, .1 _,., " . _.- �, . V_ ,.) . - I A� ,\\ I / /
. -1
I ,1 " --- .1. � ,,� 11 I . � �_ N____ 11
\ I / " IL &I . / .. I ��, __
V".: ". � / - -_ . ,. - � - / .
.. I ,� �,, " -.--.---. __� I_ ____,__� 11 -- -.-,.N ,_ I- � ,,� ) / -
,�, \ -
,__
\ /." I I ./I /, / I ,.,Gree nway , N 7� v k ,�, I V I , 1. , -
. I .- .S�� �� __:�, \ I - �_
, / - __ . V_ 16 .1.. . " I k , , /
. . I W%. . , - -
. .1. 11 11 .1. -1 / �
..., : � : \ - ------ �/
- ;,,,.. : ., I/ . -1 : I �,
� . .
� _ _ N ... t
...
,
.
__ .. /: � . _. , .. I NV V_ v -I- 11 - � I 11 ,__ -11 .... I- -1 - - -, 11 i
.; . � . .
- ,�,;e .. / � " .- -
-, - - - : I.:, 2, . : , �, " � ,�, ,53 ,/ '! - __ ---, I 11 11
. .
, I : ,_ 0 - - ---, -- -- - - - I i
" - - - � : , / , -, : ---7, -��.. ,,*� \\ I.,".., � �� / - -_ - ___-, 11 I 11
\ \1 /.11 / /I , . I- -1 - - - __ - . .1 - It- v V_ v 'Id 1. I/ V_ -N%%.!� . 1� \ , .-�,, N � " ..; , __ _. �, ----,J /
X ., � ,v - , I\j * " , 1,
... /, " . - -1 "I -11 � __ _ V__ _lk, -, � v "I - . , :, , ,. . . I : . / � \ X . ,.,, ,\ . --.>, y
. . ,
/ " .� - " - , . . . .�, / .e /, - . \ �
/ .. - __ - " V_ . . / : - ,
11 , ,.,- - .1 - - .1 1, , : � .� I I ... . - _*itl- ... � il� _ V_ IL V_ I . � -.- ,� --- - - :
, . :; �, - N ..�:,, I ��� ,� - i
_ t - ,� - - 0 �, � ... V_ / ' dicatio -- -Z - - -_ , I
I la Ilill? �
> ", 11 __ - I "I : ,�� .,. __ Seating Area with Landscaping
-
- - ,
/ / ;<1 I _� I v . I I.. 2. , lzlzz�z --...,/; �! ,_ I
,_� I be n
/', . I JK, / '. V. /
/ .1 __ ". ie A, \ ,��_,
I'- " " I ::., � _.... if k . - -
I 1�1_ " " I k, Jv. - I ./ 11 V "k V_ k .� - ,.7:--- __ 11
/ , -, ;;;;l V_ V_ . .�. 11 v , .1 \ . " _ __1. ..... I 11 /
�K
t,
- - 11 / I.C. I . � � . / -� v- - - ___ - **11 1-7, _ _,_ __ - I � � � . --,-,-- ". . % .11 __ 11
- v L '. ...... /1, L ,,- - ... �, le V_ \ - ,� --- _ -_ I . - q /
\ , - " - 1. , � �,, 'I- ;_e , V I V V_ " I - /
" / ; , ,� - ;, - . . - . .. .— % " ".
_. , " . ,� � .:�,,, V_ -1�, . - __ - . ,_ 1. . I . I """ _\ \ - - t -1 *�_. __,__1 / I.,
_ __. V_ . I:.: . . ,!�. le J,/ V_ _ � .1 . -- k - - - -_ '--I-- -
'I, !///:,,,, - _____ .1, .-. X . I 'Iry / / � _ k-_ LL � -, --:: � -- - --
i// // / ". _ - -_ . -, - I . . . . . ,... V_ k . .... .... .. - _ - 11 ... \ \ N, .. - - 1\ - ____
I . . V_ 11� �. _ - , �e,,, / . � V_ , --- 1� _� !
'/ 11. I - - - -IV ,�, , : , � -, V_ .- -- -_ 7 - - . ,. " v", ", -_ -----..- — ..... � �,...., �. ., -
/I/ I 1.1, - _� -
: ( 1 , __ - V_ .. , / . . . V_ . . ..�� . -, - _\ - /
. ( ", ,. ,,,,/, // / " - __ - �_,X ,/ k� V_ . ,� 11 - .."411 1 V_ - V_/ --- -- -- .. --- I& %�-, � \ \ - _ � -, -- Block VI
:;!! � - .. I I �/v ,-,.,-. \ 11 \ .1 ,-- _ __1 ./
i . 11 1 �, . I- ,Z, "
11 I 11 -, - / - V_ v IL 11 . � . - " --__� /
� __ �,,._&� v / - 14 -.___ � \\. \_.o�.. .1, :,. - .- -_ 11. � -.-.. I I ;
le., . I - ,� I . �... -_ � I !
Ill 1, � I I �,, " 1, /�- __,� - I -_ — - , , � 1. , ____ / .
I , -
I . ___ I ... � 1. 11;1. ,tf " .�: .. -.----., 11 . V_ N . � ____ � "" __ N/ * __
-
` ", - - / - ., - X, - ,1, ,,O�, ,,, ,. I/ �, /1, I-- "I, N v Id 141, . . � 11_�_ ___,,_� -
�� _____ - ,jz` V-,. �, I .1 ___ / - __-. ____1 \
`!!�!� I I ( - .,�* - 1, . .1 .,. I .. k/ V_ , - % -_ - .t� -
1.11 '' I ( -.-,-I- _____._____. -.-- - . _-, I I .e 11 11 -_ - V_ ll k 64 I I .. % , _�__. ____ i Pocket Park: (0. 18 Acres)
H 1, -, � ".. .- � . � / 11 , V_ - _X__ __/_ I Z., .
X: - -, / " *1 N .,.% -
11 1 t! -, ;;, ...... .... 11 li IL .�. 0,ii! - ." , , --- _�,, . -e- - % , _� - 1,
I'll! I ,---,,,,, -1 . V_ ��:7�1� . - .� ,--,-" ..,z � �� _. - - ! I
_. !,_, �, _,�,.. .1 � ..,, I �__ -_ I I w- , - V_ IL_ - - ---,_,.. /
I / I i I I i i I . 1, v . � i., - ., ,. ��, ,_ 11 � _ - ,_ � 11 ill I v le- �.,,__ I I
- I . . I -_
, Jt, V_ v , _. - : " "o, I - .1 - __ - - _-,�-- —, --- -I __�
� _ , - -_ -
. .11 __ , ,�, __ � ", I ��, - ____111 16C le. -
__ . � - I -
/ - / __ .1 - " � �, , - / - . le I 1, � � - ,,"\ I -%� ___- -
- , - �- ., . / " - - / - � v v N 3f _�_ �,
i , -- - __ -- - - -- - . J", 11� I - - 11 - _-, 14 / --- N- v e_All� V_ - - ____llllllEr /
,,)` I / 'i lih) I I / __ I'll, - X_ ----- - __ ___ --- __ _/ . I _.. . : : - - - _/ -, v , k \_1 \,,LL * �:_._�, , k- 11 6OR Multi-purpose grass play area
i - - __ __ __ - - " 11 : - - - �,,� - - / - - V_ -V,. ic. ), - I k v �. I 4f ----k- -E-, -
- " , _ 11 - ., , � , _� V� I ; , Ill ". A ., : ______ I
. ... , __�_ L,_
1%, _., . , _ � .,, ,7-iz� , v - �_ �
� / / " ) / / I / ! ",: �� - - ,�_ � .# � - ., I - , ''�l V_ .,�� ., �ll5l ,�, . � --um, k
" / 11 / 11 - _., __ _-, / .11 V � : . V. ___ 1, __ - ,1 _', .11, _ -,.-- __/ �, - lf� �-. t�, V_ 1, ,��- **4 . . . , I I - � :. ___V__ Benches
/.., // /, / / /I ,,� i . :� ., , .. I I.. _-,,_I,.--. L--- �, .""... - It
I - . . . . . L��11�� , . IL V - -
- / r =� . __1 .I#*- , - . V_ . � . � ... --id: ; -_ . - le. v
I 1, .� � , :14 ilt] . .1
, , / I �� �.. -, - .. ,*1 � -1 --Iw �� � .�.v , _../�. . : : . , �. I . � ",-, - " , : I Ic - - - ___ -_ — - - - -_ - _,,�
/ / I/ I - .1111, , .1 __ __ -Z 11 � " - __ .. __ � - : "I., � ..- I v i .., . '': , � / v ,�.__ j,
. - . . I . 11 I, -1
. � - . � - - ... 1. .-1 11 .1 I - � 16L 11L
, �., / / I ",_ ,,� , /", _ ___ 'i . _c -1 --_ - �_ , ...,"l " ,* ** . .�, -, -,.,' � , ,.., I _11"11 .. - , 1. ... . . 4 .. � . .., .. � I...... v —
�, / __. :k I -, , ,
�� / ./I `__ _;��, . _-, , - - .., -� I— ... o, " k — - _ .. �� __. . . . . � . I..
" , I- __ _ ___ / "I'll, -1 ,�� ,/ 11 ... -,Z.'. / . � bl U V_ .-.-- ... , �; I . � . �1
- - .. .:. , : : 14 , . .... . I . : ..: . -
/ I-- 11 - - .1 v V_ IR!" , ,�, v- - � __ * . �: - I . .. IL IL It
-, ., . -, __ �, .. ; �� I 14 V_ ,5� 7 � - . ... : ., : : ., , ;..;, � t� V_ V: � __ . . . : � : .. .... ... : � V_
"I - - I __ - ____ . V: � ;: t�:.�..: - � I I . � � .o� - - - .; � � I I L v v
' , , / " ( - __ e - . _.,1. " 1 I %% , �__ V_ � . . . . � .I I.. �: _. t! I � - 11 V_
" - / 11 / k/ � �, . - � I " ___ _,_ - :11-1 , : .�,, V. V_ — , ,,, i �
/ / \ / ) .1 . ,__ __ __ _��_ — — - - :, 11 - -, N ...... tl� k- ,1-11C 11 - � - k- V_ - -1 I _�, 16..v:4-.J;�� :
.1, L -,-,-; V_ I& -- - v . I .
I � , V_ -a..,� --- "..., - - -
I - "I . / I , . __1 j,__ - __ __ __ I �7 . V_ le. v IL V_ . .
. .
�. " : - - - 1, .: . . I*ft _ __ __ ., V_ , ,�_ - -1 . - - \ —
11 : e 11 , - . Al V- V_ . -_ -,
� _7,__ 11 "I . ,_ _�, �, V_ . 1 . .1 _ .- - .� .116, — i, --r- -W-.&-.l V_ � - , 1, l , � 1, 1, \ \ \ ; 11 N, I \ � 11 It I -_ I -
- � - 11 / ,-, / 1�11 �- V _� /1, , V_ k 14 � I __. . I / . / , . k v ll - __:��_ __ . � k V_ Ic v \ \ \. \ 11 � % � I z 11 11 ______�
. .
.
, . .- , , X -_ — , %, �� .. % I 11 I -C --- -C —IL - - \ \ � \ � 1 .7;d_ - -_ --
- � / / / / - /1� I �, ol .Oe, _ I ,1 � V_ _. IL v - . ,*,�_� 1, V- V_ I
- ,-- __ e 11 " 1, " I -- -- -_ . ,
, ., i // // I 11.1 ,,�,- / / / 11 11 ", , -, , 11 ,_� �, X -_ -_ -_ 4 - I �� I ; . - . I " I
, ,/ \ _ i I / / : .- f . el! -_ 11 � ,. \
I , / / f �- , ,W, At / 1, ,�, ,_ I �\ , , � ____ ___ __ - \ \ \ I
� _ 11 V_ i I __ -'A,, \ " i Y I —
. . 11 I
" / " / ,,�,,,� / I/ " �� --- -.1 I ,\, ��l , / .1, - -- - -J� V. 1z _. � v - - I \ N. \ , � --- __ — — .
,/ / ., -f , tL ./V L v .11 .., ,_� 'I.,, __,� - " I : V\ ,-4 / V_ I , - 1E � v - __ -, :_- I - V - -it- \ . S \ I I _ -
/ ,: 11 � . .. .. . � 1,, -- - . --I--- V_ kc ......... k- __�� .... v \ ��
I � .... ,_ - t 11 ���
,�., , �.� , / , / 0-,,, I I �, . I , ., ,/ 1-1 : � _. -.-..- , --.-.-- \ \ , - - ---- ----
/ / / . " ,Grass P I - - _ \\ k . 'i _,*_,
X / , _,� , / 11 " oip I 11 ,__� �, -a- -- --- -- -- -.,,, V_ \L1.1 J ', ." /I , -- -_ edicati 01, , N, ,\\ \ \ \ . � - --- "'
, " / ., / ,": ., / "I 00* 11 , "I I ay --Are \ . / --z V_ Z - - - _�T_ --.-. I -
11. , � � � r", / V_ /� I ,./ , __1 I/ I- . k -N v I .� . - AL - _-Z _�� V_ _ _�� - __ ___ V_ lV4 \ I \ \ \ ,,_
, ..
, P v -
/I / / �, le /.�� .. / " I �, _11 .11 V_ X . � / k - -_ ,,, --- k --- v__ll - -_- &�,. __ - \
/I .1. - q / ,�,, I . . /,�%(5 . - - I.... , . I _�: . \ \." \ I
., / � /� I N .1 - _�_ , 6, /, / " - :_ .-- - --- -.-.-- -_ V_ L . � ." .�
11 �, " _,� � .t I , ,_ _-_ : __ k__�:__ \ 11, .... ....
1, / 11 � - \ ,
I / .� �/ & / I/ ,_ , 00-11 ..::: �,J ____ .1 / , -_ - . -_ , - _ _.
,,;� ,,-f / �v m MEW MEW ME sow � or.. No � sivis - -lil Ir IZ ___ .. - :: \ .--., _.__,
.
/ / ,,.,� ,--', / ".- / / \ 16 - ___ - "Em � lk\,�m PENN : MEW � OEM Ur � � � �-- - \ \ " -1 , __ -,.
,_
\,--.-/' / J/ '1/ /, -1 / \ "I /, / /', /I/ ,�, - ,,.� ,G --ZA-Acres r 1101 ,,Bi- I-, I., / . . sivill El � - .."WEEE"E'll I - -- al :_ - ilo� � 'ZI � ,
- �� I / \ _� - _� K-) U I 1. . % , "_ - - V ,'..., .- � : , T_ ` k
/ . \/ " I ," . _ ____ - 11 I I /
// � X". / I 11 � \, / .- . -
r 1, - - -
.... -_ /--.,. - / _-, - ,-- - -, '.%L-- JEEl - -, _, - : V_ V-1 /
/ I .� - _�,iq- . / __ - - I V V_ ��..`, _., `\ v % V\ . I .... I-- /
1, 0- Z��e,ll / - - --- _ ,1\ -1 - _'____, \
I i - �4�,,� /,� / 1\ .� /,' " - I , : C!t , ,,,, V-,\ , __
/ " I "I'll, ,'. - / / r% . .., I I ,.� - _ / - - _.... __ - ".. _.- - - _ I .... .
- - �,-1 / 1-1/, ./ -- . - 1. \ V_
/ " I ., -11 ., / I I /I / / 1�1 11 - — .. v .. __ .�: / / - P___ __1 - -----=Z— ___L � _�, : r: e- __v I V_ V NN - "I "I I � 40, '** /
, � ,� - / / / . / / - I -- --- 1, - __ , AWn 7-Z - = __ - . � __ I -,..-. - __ : r - � I - - __ V_ 1% . 'I �__
-
" " _� " : � " �, .1. �,, , �, / / / / / , \_ I � r - "I-, - ,,._- ---- ; I t - - , - - ==--d. - .1 " ,.*., z ,� __.. / �_�llllllllllll - __ - Ar,77 --- � ....": I I 0,-1 ____ I- :. __ \,� . . \ \\ v �, " if 1 -!�� : - '4*,- " /
. -,, 11 - �_ -_ - v , .
- � �_ -1 , / 11 - -,- - - -L- - - -/- - - - �, - - - - - - /- - -: -�--a-, = , / , .- - I ______ .. _U . Lc� , � ��
: - ;- 1. � - - __ - V_ N, . . 11
- ,", // : . _j ; ; / / , - v 1A . . I ,,'-,,, I
,-1 � I., .� / " / / / / / / / / /I ,,� , . - __1 11 "I N 11 ., - __ N, \ I / / I 1, - - __ __ * I - - I V_ I \1 \1 " Ill . I ,_ - -
" \ ,,, I 11 / \ / / . - 11 , - _�._ / _Ud - � \ \11 / � i i
- " / I , ... .. I I / / -1 I _. __ -- - - \ , I
,,,, I / / , r / . _ , , I
. I I ---------- 7� .-I ,
. ,/ .
:;.� I . � _ -11 . \ v �
I : ". I \_ 1.
-- / I" / .1 - I I 1, -_ - - Z_ __ 11. ," � - _... - k V_ if \ k k � 11 . �
- 11�, � I ,, - ,_ --,* - \ - ___� E : i / /I �. _. -.-- - ) -\ k v I i I I i
- ;, -1 , / / � O./ I " - ___t _11. , - . - - __ i .
- - "I .11� . �, / / / I ---^-- 4',1
__- � -1 I " I I / \ ,/, 11 / (�l // , / -,----,, -_ . ----.- I ____ -- / 11 - U -:--,s,, Z. - 1/1 --./ - - - ___....� , _ 0 1 - , V_ \ \\ � I I I � i V_ I V_ "I - I
" ,., I 11 I / . . - . .. _ _� . __1 \ \ 1�\ illt V_ i
\ .,-' .� \/_ - - -.,,,-I'- - - _z --- _----- --- .----- -_ . ., I � .',,, �.r: I - i - -_ . - v ,
- � 1-1 I , .1 / / I 11 11 --- . V - - :1 -1 ... r . * w�7:,7 - - . ::- , ,�,,-,L_j��....-- - 7 .. ... V, . �, . I . v - * - �- !;4-- ,_� , , 'I . I I .f. I I
. s . I I . Ii./_67— il - - N
"I, I / / -I----- _____ ) - �,A - _C__ - - ,_.� ,_(7�r... :.. \ "', k L -,,If - � i ..
. .... I
- - -11 ", " ., / / 11 ,� I /, / /.1 ", 1. I / / / 1.� /', % - - - - -1 / I I'll %l %@ - I I L_ r -_ . �, \ - 11 LL ! v I . z I
,", - 11 / / I / / . .1 / / : - - I ,,,/ I I :L_!� : "I Ile- I. I -i , i I I
, / " / .� /1, /, I/ / : / .11 -1 1, . N .... Dbdl, I \ k , i :
/ I/ /I / I / 11.1, / 1- - -1. , 1% V_ T -mg, . r , I 11
I .1 / - I - � _1_k4 -W-_--,_..1
� ___.: ,/ . / . / , : .1 11 __-, � - _-, -_ ,1�1 \ I -I'll . - - 91,9 11\ -t, � 11 -_-1 mi .l .- 11
---a, _-, __ / -1. 11_ \ , / / / / 1,1/ ./ I / : .. � __ _.,�,F'v I / . ___ - - - - , \ : I I I I .. __ _..
'r., ,� % - . ____ \\ N V- , I i J, . . _.,
--.-. - -,- - __ __ \ / / 11 I ___ :... ", __ __ / - \ \ .r. I
f . , I V, '.
.--..r---- . / // // - I . ` / - V / , , I& I ; ; I
/ I .e / _,_ -q I . "" / -1 - _ - 0. N. es I _____ ;,l ii, �V_
- _____ / - i, / / / // 11 / - I " - /I -,-- --------.-.---- - � )5 �,_ . I \ ,_.., i / / "_ - - - . ______ V_ , ,,, V . V_
---=-=-- __ - - __ - __ ,-,-- " ill, I / I'll / I-' / , '... � I P I t . ) � . / - , - - v *9101K.
.- - _ --- - - __ __ �_ I / / / / ,__� � -4 \ '; I / -- 1, - \ V- v V_ I Vi . I
,,.______ _� ______ \\ / / / /I / TGt at " z \ , " _�_--�- ___ �� V_ N. V- V_ v V. ________._j I I : I : . I
" - - : - -,---.- r\. , j it, v K �
- � . -
__- _ _ __ .. / . . "I - __� I/ X 'Ir : )� V- -_ � -.1 ... 11 -_ - I � -_ V V k : I j �� ,� I i i
1. . , I � - - : ;
.-- - _�, - - -� \\\\ %, I / / / / . 1� X . 11%, ,\ , 11 ...,\ I I-- I - ; IL-_�- ___,_ , ; E I i
, .
.
____.-,:,__--,- ---r",\,\\, \ \ "') / / / ./," \ > ; -_ , ___ V I ____ k? . I i
11 i / .,, , I----- _�*_ ,.. I � \ I I I
- --- ,''", \ / / / 0 s'07 I/ /I � .1 IL If V I I& I I t
___ - \ . IN V_ ll iL : - i I I � I
, ''%\, . . .
------- - __ . �z .. A ,_-� - ___ : f IV I . \ ,I I
r
_� , __ I \ f I : I // / / / " ,�,, z � - . ' ------. r - -11 ,j I ni __3 .. - -- :3 1- ; - . I V. - �
� I t, \ I ; al X 4' .� .. I ,� "i I _., , \ \ .. -4- --;:
ll,\ I , / / , X . . ,. I., .. ��_ 11� _ I - � ,-- . I . � -1 I _V, 0 I I � 1,
__ .�_ _:_ ___ , \ , - -, 11 / 11 / 'AC L . B --- ,�� � , " --:(, k 4 / , - It � , I �__ � I , i I , ock
I— , \,.. " \ \ / / / / I - _�,,
_,__*�_ - ,t
.1 \ *1 � \ \ I I ,,, - I ,c S I" I / tk .11 Z_ __T 0 C �_._ - - -, -I . ?, "" I / :3 . - k ---
, I I I I I / / 11 / .. �. I . I . "I ( - - _�'r':,_' \ . �. . I � k iv- i I
, " -, , ! i I , 11 z _ __ - __ - I/ ... I r. I -, 13 \ 11 \ 3 a ,_ 3 . 3 a - .1 � . . It V_ . \ .
- .
�
.
�
\ \� , . I I I . ; I / 11 .1 / - 11 .1 4 __r-% � \ X . . . . . r . . . - V_ V , �
� . IX X, -,- - . - - -- t -.-- -- - -- - � - - - -, . - N� r ; ; " I i
1 �� , , 'I \ \ i . . : � ____N ,� . 1�
i I / / �.-_ �.. - _,�, . - I 11 ... I . 1 /7,j 11 i .1 \ . r . . 11 11 It , : i I v
,-.V- _ - . , I I I 11 " . , - . . -1 I I \ . I ,_� , \ r . '. l! �
\
I . / , ,� � \
�
- - -, - \ It , � Ix I , : / I � - I P f� - � .. W I .1 " ,
\, " o I k . . : t / / - 1.r . . I . I . : / I -------- -------- -- �_- :w. r \ I \, r .� I 119.0 "
: I \ , : ; ! 11 � 1, i I r r .. . . I
,
. i 1� � 11� I l . I/ I 1, .. _-, � - . . �_ I ,: r;� I � I , " i
. � � . : �� - I . I
- - I " i I . 11 I / ! , / - -- - - .% . � . .11 I ,I,- 11 \ ; 0 � _� rr I � r , I - , : I : ,r I I -
I \ \ \ , 11 11 ", - I . I I i / " /11, , I . 1-1 � 7-71 \ I 11 � , � � r ' / r I r .1 - / ___ ( \ I � I
� . .1 : .. . . � . . . ,� I
- . .
- , " __ I . W I � r .1, ... : .� ,_�Sl _. I * �. , - .� _. . . �� \ �, Ir I . ; � , : r : , . . , . I . . . I 7�� r . ;. : ,
..
, � I � I I/ 11 I . .- � , �,j_ ..." . - . . ;: :�� :: �: �, �,r . I .1 -_ \ ,/* , . �� � . � I k
\ � \\ " " \ \ \. \ I I I , - - - . I . . � I , - - . I , - .. I - . --- I . \. . � _ _:- �- - . . �
, I , \ \ I - I I ! / /I / 1-. I I . I ! * . . . k -
\ ! ; I �_ . .. I
__ _� � I I I \ , \ I 11 I / / i � � , ) - �
� __ -1 \ I , I \ � 1, ( ! --- . .
I i I I ,;;� a : . .i I . A
. .
". I " \ � - \ " - \ I ,\ t I t �� 11 : ; I I 11 /I / ,. . , - .. /1, J------ 1;. 41 �� -_ _ _- '- ,.;_ r _ �� . I !ZN. ,_ 1 7 - I . r -9-1 ... I � I . I I - - I- - ___ _� - �*�_ N \ _ _... ____/ ' , _r _� � � I . r . � r . " . a . � i I I I �, \ ,�
" . - -----I- - - I : — � I --- � , __ __ _, � 11
" I % , . I .11 . _. = " , -1 I .
. . - . I :
\ ,__1 _� - 'I- I . _,__ r . I . . /
, , \\ \ � \ , , :.. � 1, I I : �,, I I .. . � . �_ . 11� � a , I \ 1. t I / I �, . . � 1, �� I \
-
1. \ , \ ... V . . . . z - � ", , ,." ,��. 11 r - i I : i - - _ . I I � � . .-
- . - , I ,I . . : T I - I/ I I
, . \ \1 I I \ ,.. 11 \ I . -_ . . � I -1 - "I Ot -T - , 1 I I r - � ,_ r �j - - I I \
- . X \ , ,_ , \ \ ,\ . . , \ J / � ., � r - --I .: . - � � I ... . I I I .. . . I . f - I , IN— - - --- - - - I G,r,,6 / enway i / N
-
-, - , . I \ 11 / 1. ��J _;, � �__ . 9.. . �, = \ I I 1\ \ \, 1%,
,. \''\\,\. \ ... � 1� \ \ \ I i � ,�, 11 ; I I 11 // / ., , .r. / V . - " I I \ ,
. . / . . ", r 11 ,
\ \ , I 11, I I I ,
\ \\ , I
\ - \ I '' \ \ \ , � i . -1 :1 I / � = , \ 01i N. F___ " I �4_ - __ I \_
. .k � I " \
\ \ \ , I , \ � 11 \ ) I �, I -, , I =-� r
� \ ,.- - J \ _1 \ . / I 1 I I ; : \
. ," � I � -
___. I \ \ \ , \ / \ \1 \ \ I ,___ . ,,,,.,� � / I . / -1 - 1�1 , J - . r : : - . . . - � . .. . - I - -, I
L_ I r � .. � ,� � . �0 _. � : : I I .... I v .. . I 11 � \ �. ,.
A \ \ N, \ \ \ \ (*,-.-- \ \ \N \ --, - - . - / '' . ... .. � : - - " . r r 11 , ,
- I - . ... , . ! * - : �,r ., , , �__
- \ \ \\ , ,\ ,\ _ _� \ \ I � 2\ "I \ \ - — � , �, I . � .11 . ( I - . .6 1 rr �� - 11 . -1 ... i . ; I . :.. .., � � . P ar, k u. 42, _. i ,� -
\ --- I I - . -�V�, : .., � . . r . 111. . . _� I.- - �. _ � , -
� , \\V\ \ \& \, 1-1 ___-, -I ,__ 1, ,:�_ 1-1 . �'r ... I . �__ I � , ,�_ -L�_ - ..'.W I .ik . � " � -I* . -;L _- - . \ . \ -
�
.
11,� \ \ \ 1\ __ � 11 . _� . : I . . I .- . .. i 1 ,7* - - : W__ff - - -4b- .. . � . . S __- r r !/ . ,� " N -_ \ - ---- -- - _
- I r : I . ,/
. a 1. -- -
11 \ I % \. . � - 1, — . - __% I I- - _\ : . �. I � - . "I . \ I . - I - - - 'I-, �, _ I I - - __
� . : . - 11 .
- - - . - I 1, _ - __ I- . N. .. I . I 1\ I , I X : I / - "I I <, - - I . - - . J1111111111111111111LI _ __ -
.
-, \ 0 . " \ \ ,\, IN," " \ �. , . .,\ \ 11,� I,- _.- - - .- I � 'I- ,.. _� F r I r I * � � \1 , I I � I .rr, 477- ACre r -
- " . - , _." 1\ I 1P . , . ) c : ", .1 - "", � . -,-, . r � � -- -_
\ I �,� \ \Iij \\ \�., I \� �\ -_ > �,_ ,\ \ ,� - __1 ) ,,,� , ,...- \ j I 1cr ,�,j �,, ,. 11 -.I.--.. . a I . � � _,11 -
ill - I � .1,\ I", I ; *, ` \\ . " ) I / --- �
- , \\ / I - , I - - -- -_ � I ; 11 - - - I - _�, -
I
__ � \\ 01.1 , ,� \ . I _'. - __ .., __\ , ,,_ I '\." , Z�, " �. ..r..:. , -, � . I - N.- - : I 11. - _� I . I .- - 7- - �_. I . . I \_ .- -
___ \ ,__ . � � ,.,.N�� _.". �.'�,-`- % ' 1_-1 ,,�, .1. . ", \ 1. . `-, 11 --- __ . % � / . � v . I . ��.;; I / I -_ -_
\ \ -,,�, / ..r N%, . I . , .,r I -..-.--- ." . . � I , I - --- . -
., -.,-- \ I i.,'j I .. � __ \ / ,.-___, \1 %, , <1 ,� . � 1�1 1, 11-1 I \1 , - ; -_ t ql ... I /�. ! %11 _�__, � . I -, ___._ -1
- \ ,� I \ \ \ �, \ \ I- \ I " I ,. - , I_, I I I , I ,�, � -
\ I / I :r � \ �, -, ",/, .
,
\ , I.. - - I\r - -, \ _� " "I I- � , , r" " 11 1�1 "I I \1 .11 - I , ) �_. � �. - - ---- --- , 1_-1,..- I . 1 S60 �� r r . . r � � - � . - .,, .
� I f __ / \ � I I \ - � - � ..__�� , -
�
.
'-,, I 11 I I i I .- \ \ __ - _.- - \ � - - - __ __ - _,�, \\ \� ", , , "'. ___\ -1._', __1 1-1 11 \ \ 11 \ 11 , 11 I - , \ I . I :. 10 qw - ,�, . � t�: . . .-� . � � - �_.O< r . I
,
1-1 - _\, " I .1 11 �, I \1 � , ,,_� " 1\ 11 ,\ 11 : � : I _ - _,�� r __ r_,. / I
\ \ \ I I " , ! ! \'\ __ 1, �, �_ � i � *11 . . \. .,\ �.�, i Ek, - I .-.,: � � r , r . r . \1
- , , - - .- - I 11 \ 'N ,;> �� 1\ I \ , . F-1 I - . � " - . - � �: I � . . I � . �/ ,11,� -,- -
\ __ __ - ___ I X �_ ____,, � / / / \ I ; - , "I , , � _. - - r � . .r .- .. I . - -.1t ., . - m" . � .. . I - .- . - - . , - � . .... _�.�,rr I ,. I . � . . I . . I r z � . r I I .� � .� . . � / � _____-,
�\ .11�1 ( 11 \ ,\ SEEK .j_� .a_ jal 0 �, a -. . ... � R :�- 1. MEN 7mil�.1 Vill ME _ / 11 -_ - -
, I 11 / \ \ � \ _.v u-jMmo-P-1 - -_ -
_-, I, � 11 I " / I ,_� ,__ ,,� - �,N \ N, \ _�A'__ -'L-- . �._, 1---f-EL-NEEl mn�vll � . -, -_ - ,,_ - - -_ -
" T_ -_ --4. '---' rM--5llllllllllll�I r 1 1 %V %fig. I I � 1\ I / - 11 - -
11 I Q� . I I - ,�,v %F I %11 %P
, -
� 1 4 1 ! 1 j I � \ ! .1, X / / / \ :) , .1 r.., . '..... \ , \ \ 1*1 0 . 0 0 1 -- ����� Wo 0--1 ? qu I . �R ",,�� El tillllll!�, , ���` ,
\ i I I - __ - __ - / z " \ .. r \ \ r . I !A I I L - . I \ .11 �
I !,, ,: .. r-- . I - . I L.- __7 __ UmEhm I I . ... / \ __
-
I I . I , / �,,__ — � __ // "t \ \\ i ,..r I : ,\ . .- \ \l I 11901110 IN .'a'-'. ,r IA ---T "I I ___T � - 47'T- - --:7-- - - m I - I I 1-77 11 --7, I 1142ha - _��_ I �_. I / - -
f ,\ � 'I I
\ I \ ! I ) . 0 7 \ \ I I r � I � — - . - �- I , � \_ -
� I d �. ______ _ -_ , . - _
I - / _______1 I � . . - -_
I I I I 1 , \ _- z / \ - w - , \ \ \ V - ,: ,. - - - - I : I . 1, / 11 7 / - , _\ - - -
���� -_ � \ 1� , " .." I A ., - , /
\\. - I ; IN a . - - - I I I I I I : !! ,-, -, 0 1, I I .
\ \ , i -i - I , -, , j� - _L . I I � . rr . ." . r . � I -_ - - - -
I ! * \_ — - --7- , �� M ,I I � - �, - -
I - - - - __ - --- - . . = ..." I 1- : - - \ \ It 1111 I : : - - - - - . \ - - - - -_ .�
_"T . - - f IN - r -\- � I W I ; _� 0 %,,i
, \ i 1 : i i I � .- 1-11 i I t .,,7 1 X -_ - - - -_ . / 1-1 = _ -
I . " 11 � * 1 - \ \ " ' - ,-, - - - - \ . i ; I .1 I --- = �, � " . .
I \ ,_ _!t " /_ -.-.-- ___ 11 I 3 4 ) \ I � 0 z \ I \ ,� � I . . -- , - : 11 "; \ � 11 ��>o � -_
, I " \ = . \ � . - - - Oi / ._1
I � I ! ! ; \ . . I I 0 1 - ,_
I \ , �, . . . 0 -1. jz rw-, J - - T___ . 'i I � I ,� I i i I I I I - - __,�7�0 0 _j \ \ ____ -
__ I t I \_ If---- _1 - - . - _/,_� - 1� - N, — -_ _ - -, -- -
- . . I
-_ I " - — - .----
- I . -_ —, -1 — -_ - -_ 11 / � I � - __1_4 - - I- 00 , - - . , � ... \ I 'jL. -Li ! I - , , -11 _
I ,z _ I - U —'I .11 I - -,
U I -_ - � I . : 4% IL 1ArJ i �.a - 7� -
_ - JI ! I I I ! I I --,/ /// .11 �,, - - \ � ( I / ) \ I an .. , . D r% e!v - - JP7_ _-_--_'r----_z- - I _L - I., E_�i__2 - -i _Q_0___; - , - -
�� I : �� I � . - - . _r .. . �. - , , -- -: ; 38W . . ..? 51 � . . .1 . - ".1
� :1 I I I �,, 1 ,�,,-, .11 _� __ ,� / � I . .1. " _L7L._ 1. 0. � I .1 d, 4 — — .. � . - 71 _L__�_Z_�.,. I � :11 I -.* - .�7 : .,: � - - " :: \_?�, ... - E.- - 7,7 - - - �% � . -_ - - ,_ - -_
- - � __ __ *� I " I -_ - -
�
I
I I i j / , - __ - __ , ) I L 11 . , ,� �__ - i . — . Ill . - IF 1- -
. ." -_ ___ - 43 / �, I r , 011'. �,\ -
" I , I , I -----,., - __ _,___ - - .1 k I I . 71 y i I \ � i .. : \ . � \ " � .-.- - -
- "' / I : . I � - � � + � \ / -_ -, - I "
___ ____ - - - _,_ - __ - - - __ - - - / / , - - / � . �-.,: � . +. / �.__..- .. _\ \ \ - 11 � %C J/ .. \. r A I -,--- .1 ,
- __ - - - __ - - � . . � \ � ( I-- - � \ - E`I I . ! I ! / � \ r r 11 / - �,
___ , ,, _� / _/ I I . . � ... All I t� - I . I " - \ -_
. � I - - I \..1. - --- ,_ I I \ � . .� ,I,- - -- 11
I I i 11, 1,/'., 1, / / - , r ____ - / I I- - . , I 11 /0 r, iv _.., - - . � . �Ii I I I / - I . 1� . / -, -
I _ - __ -Z "I , - - .11 � I I .1 ,..: n � 11 I I / � - -,_ r I . - -
.__ . � . 11 . . : I .. 11 I / ___ �_,
.. -I- _! -1 � �, N ,
; I i ;/,-----,- ----- _ ____ - - __ - -./ 11 I _ - I I.. -.1 , ...\ , -, .� i , // - � - I � I I . It L LoL -Lo - -' 11 - , � , �_ X _-r-.__ .,�
___ - - _. " - % I 1; j � 11 I : l' > . 11 �, 11 11. . .- , I . / 11
____ ___ -, , - � — __ - ___� - _.- - . I ..... �, I.., �.. .� / 11 : - I I . I l' I/ f 11 \1 N, - / - - -111, ______
, -
�,_ - -,- -,- _� _� I.; i �� I . It � It ; I I / I " - -) __� �� .11 ,_ � ---
I ,-- . �. ! --- - ; I I I �� - - 1\ ,\ . ____
I � / / - __ 11 � ____ __ ,�_ -11 U -__ - - - . � . I ,. - � 1. . / i � / , . � - _1*1 11 r "N. / I // 11�x -
- - , 11 - __ ., , 11 � _. - - - __ - - . r . I I 11 11 . r \ 11 ; I I - - - \-\ \ r I ket
_� . / I ; . -1 I
I i / �\ _ - - -1 ,-. __ � ) t � . i I �_ - - r - -
%,
� � / I I 11 / j, I i - -, - - -- - , -- -_ " 11 - , - - --- 11 - I I ) " . I . ( - . \ F < / . / / z - - ____ - - -
'I,r - __ 11 ,,__ - ____ __ - - - - .- - -..-- - - - -_ � - - � ,_ - ..r � I � r r ,.1 � - . I , - - - __
. -, , " .... I . -1 - - I : (.n - �, / 1� ,� � - -- - -- - - _
j , ; / / , __ - - - " I . , ..,. � " , . I 0) i I I � , / ,� -
. . . - a N / /I
. - -_ - .. . ; I -_ /
- - -_ � , - -_ -- -- - � I/ I -_ , I I , � 4 . . ,i,ii; l _77 .
1i I I I ,,� I I ,,)l, �,., I'll - r. +1: .", ,_ 11 - _U_ - 1� -_ - _�,. / �.. f ;I � I j 1� . . I I "", .X, \1 � I Fiar4'a ,/ / /
; I .--- --- " . . - .�, . � � ; - : 7 -L r �
. �j` , I I . I - - 11 Z, �, - -- _ - � - , - 4 1 3 I I I ! I -1 � � I .. . I : 3 j � i - __1 � .1/ -_ ,_1 _ - _ -_ - - - -_ -
I I I 1, I - � \, - __ / , - - -_ . - - � . t I 11 3 1 I I- I " - -
I- _11 , -- - ,� I,,* 11 - -_ - .+ . . . I I ,,� I I I - -- I
A - L_ -_ - - - I " � . ; . ..... N 11 . . : 1W . � \ I . 11 / _�
I 4 Im --N a i ( -4 . \ / /
. I - - i 1 __ , z � . � 11 : � - " ___4 � � . __7 .., .1 - _
! - - 1� -_ � _* z 'I, I .! I I Auj�e
I " - I z �_ / 11 I � � 11, I 1 14 " -- . \ �, / / _
� : 11 "? __ "I .� 1. ____ 8 - ",o cc , V__U - - - __ _*1 � i I '_ � I I I L I / " \ �, I \ , / / IX --- -
/ ___ ,--/ .----- -I.------ ) .� - _" __ I ,� . -----Ipl . 11 I . - ,-.-.
l 11 � / % .. - . 1z " 11 .-4 . I . .r � I O' r 11 /
I ! I,/ _____ I--, "I, "I,- - _... I.--- ___ , - ZI \ . 7 I I I -7, - -11 . 1, - . I I \N \\ \. ,. �Nr ... I'll., // / _____,,,
; I I/ \ - ___ __ "I " I-- - : 11 z I—. - - __ I - . /. 6 . -�,j - , , .. ;, I -\ I 1111111io I . \ I �.. A " / / -_
11 " I -.e -11 __ I . � - . � r . . 111;,% - . -T N,
.
// "I �_ +_.. z , I., : / 11 .I- � .. * . I -� +..7. V.: 11 - 11, � � �rll I � . T I I I ) I --- I. _. I ... � . . --- � -
" _ I I . __ " __ , . . I . . - I �, .. I I
.
, :I-.-.---,--- - , , __ _. . � . . . I i �_ . .. =1 N, . .11 -
� i .r ' T - I /
r I V I-- - � / / 1, I . r +f, - - . �
�
. 11 1-1 __ _� I" Z,, .1 . - ___ - ___ ", I __ . � I ,_1 - .. r ,� I . - . 1 -13 -, ----.-..---
: � / - . / �/ ED El - " t ::: ( / /i ___ 1 �
F__7 - I- ; - -1 + J... , - !� I r
I - �, , -_
. . : I f, - - - � 1-1 I-- - - � / / __\ - -� .4; - --Q7 - I I � . . , - - K__O�_ .\ _ . � _ / I/ ,� I ,olil " "
: - I/ _�_� - 11 , - � -4 '. .
I
\ I I - - - �,_ � - - - - 11 /I ,, - - - _7 1-1 11 / . ,�; I .... . - 1111 - ___�, - v� ) I - __.� .- �, r . ,� z - - - -, - - _. b3
\ / ! I � .� __ - __ " - X 2.= � 7-1 . I I I., + - � - :;_-
_ / z .--- _� . I . - \ ,., -11 " -_ -
\ / �_ / " __ �, - __ ____ I_ - - - - - - - - --- - - ".1-1 ___ - - - - _tl I - - - - - - - - - -\-- - - r � I/ . , " __ -
.... - -
11 � "I \_ = � I . I _r,:�, - -1 - - - I I . '_.�_r T J1 - � \ f i I - -i - - - - . , F,� - / I . - - - � I - - -- -- - __
I __ 11 �, /.1, z 11 I/ . / - - � in' _/ I " " -- , - �
\ . � r ,_ --- __� .,/ - - 11 �, 11 �, �� - / . - - .... . � -=-I ;;� ,711? I I ,_ - I - \ I - - " --- __� _
! j 'I _ __ -,- , __ __ - - - _', __ -_ ----- __ - --- _ - --- I/ I/ " I , - .- __ , - I . � � _X V - .. � . - : . . - � � I I � �_ . - - I/ I - - ___ 0)
I - - - - /111 .11 __ _-� ." 0 = - - -.-- - I I I I 6d- , ,,� . - - .' I - " / I . I + I I/ -
I - " - X I - , � . .. I . . r.., . I \ . - .: r . Z� I I i 11 11 . - C
I: � --- -1 1, - --- - __ - --, - �, ." --- , - _', / ,,.� - - .- - -, ;: 0 1 � � ,- . . ......... ,__ — -t - -Jr- - - y . : ce I -4 0 - / I/ X 11 11 ,� , - - -_ -- -.-�--�---:� - . ?1:
I� 1, ___ _, / / " �_, - _,_ I/ /, ,_ __ - - - ... 1. .. � I ... I I I '-I - - - . 'W r __ - r � / X - - ,-- - ,� ,_ __::_�__ - a
= �T . - __,k . ./,. . . � - ,. .: .. / " , ,� "
- � ! _� / /I .... / / 1, .. ___1 .r .1 .r /. � �h�4-� .:-� . : - � . 11 - __
. ,
.
._,� ! I _---� __ / ,_ _ __ _ - _ I/ 11 / I,/ _ - - --..--- _____ .- - _� I/ / / " 11 11 11 .. ... � � :,�� i m . :� . . � ,j .. � . .. - I � � r I � - - -,: __ M
/ 11 -, 11 / z - , ll I 1111- ,. 11 - -
\ I - / / _., - - - - --- -,- __ .1 / .1 I , q 1. 11 - r IL- - "I - - 1-1 "I __��_ - ___� =
/ -41 X -_ - - - / . �_ - -1 / Z, - - - I .r'+ . � '__ I.— I 1 4" - - � 11 -, \ \ \ ,� ,� / � / ,�< " - � ---
,�� I ___ X - - - / - i - 1� -- -, . - 11 - / i I - - - 1-11 ,,' - -, // ,- .-, -
\ _'k- / � - - " _�_,__ _: - __
\ _� I __ ", - � 1, ,1-1. , 7 " j / ,./ -
__ / / ___ - IZ 1� + _\ / ,I/ 1+ _� / -1 / ,__ , , , --- / , - / "; ",/" -, .- _- -.--- -
__� -�� --\ / / / - -, - __ - _ - - - - - 11 I/ 1-1 blbl� 11 - ,� - �_ 7 / / , t 11 - , - � I I I , \, - - - ----
. __
.
,\ , 11. L----__ _.--' / __ / / / - __ " /, .1-1 I -� � / / I . - - __ / / I I ; " I . . 0 /_� 11 / / , , \ \ / , 5P /,/ 1, /,
\ 11 " - / / __ - __ _- AL __ - _. . I . .1 I - I ./ / - I \ ( I _ , __ --- " --, /- - - _.) 11 ////--/---,-�z -- _,_�, - -, __ _.... __
11 I _/ ,1\ 11 I '-. ^ , -
-:< \ / / / I - - __ / / / - -, I 1, � . --- / I i / � I � I ,_ ,<� - / X I,/, - I \ / ., , -
/ 11 / I �-, -, , �_ / 11 / I C-1 y : .+ 11Z � - . - 11 I �, - _- -_ ,_ �,/,,-,-,-,,:,;�j3 --,, � I -, ,- - -
�,
I / , , � . - .j -,. /,/ �_
I I I \ / . ,. � I � - , � / , ,., , " ,-- - --
\ / / / / /r 1� I . . I _� - I / i - I //1, - -:--,,-/--, , �/- , r, z ./ ,"I -
, � I - ` - __ , / -� - - - - __ - - - I/ \ ( � Z ,_ _
I . - . / 1, . 14 / I I / � > -[: .+ , I .. 1. - - j - - -- -- � -,, - .� ��; + �, "
I ! k � V, I - __1. � " , I / // / / / / / / 1_, - - - ,__ - - _.. _ - - _ ...-- _ __ - __ - __ _. - -, / �. I / .//"' 11 �,-- - I ii �_ \ 1 / r / / / / �, I,--,- I -11, - I
I
I \ 11 %, _� / / / -1, - __ - I/ ,� �_ I,- - 1. ---.r I - / i I , 11 .__ - / __ _ , , , j - - -1 -
I 1, I - _ - _/ ., __. . I I - IT, / � - - . + // 11 -,- - - L - , " " " " � -
I " " - - / / I /I ___ - - - - - _� , I ,/// I- " .1 .A ---- r -1 Z* !� � QMr-, Jr \, " \ I 1 : I I " / I / - - __ __ -,-- --- -"- / 1, ", - \ .,, " I' x , �. /', - -
/ ) : \ "A __ - - j / / / . / / - __ --.-. - , � . - I _ _ 14 1: .. 11 �,. A , - "I j I -, I N', - --- - --- - - I / , - - --- -:� ...... - - __ - -
I 11 kt,jl : . r � . . . I - . � ,. v . . i - - j. , . � - ,� ,n, - - ..- - , .�_ - _. -- - _ -
I � 11:. ..v- +.-;" � � . �. .1 . . . -.. r , , .. .. � � I . - v,,, ' ;e - I -
. . I .� . �. .. . � . .1 --',r t . .. . I � . . . . .. � .. -, - - .. . . � '� / � � . - - .. . - I - I . - . _ , _:� I \ I r � - I -
I � I \ /I / / / / ,,_ "I , � 11 Will ..`�' - r "_.- - r r � �;477 ,� . �. + ! I . .+ _: . - - - , ,.,r '. - , ��, . ..��� 4 / / I \ % \ .\�j ,� -
,j 11 " ,. " . -loo, -11 � �_ 0 \ \ w %� -4--n . � . . I ..,-- 4 � - , * . . .1 - - - ,��,. . 7 .-� : ,. r / ; . I . .' *_ v . , ,/,.' : � ,,4�. ,;7 . / � 10 �, 1. �� .F . �. .1 . U1 "WMMUM . . .; - , .: , _�, I __j � ,
I . " I ,_ - " (_�L r_0 ___ 11 / 11 I/ / / / -1 I'll "I "I - L-,-- - - � ck�o !� / I I I /, if I f / I - 00 - - - i:__0 �0 i��-,-�,:, , /00 4/1 Z 0 �z / OO/ " - -ar- - --- ____ __ __ - __ , __ - , I - I . I I 11 11 .\--,, -_ - "
__ - - - __ __ ._ __ - __ 11 ./ ,__ __ I . I - I . I . . . I I , - - r 4 , 6 - J_ - -, / ,,, -,Z, - ,:- " - I , _-
I - __ ___ - - - - _ - __ __ -11 - / . . ...... . a ----- - __ .. .. I ,1 �, - - -1-1 / - __ ___ --,. ___ - __ _/ / 11 - - - 0 ,� - r- _-�`�7 �_�__J, J, ----'J--- I ___�,, I " 11 / V I -I , - - -1, - ==-76r--7 I Al - - -1 - - , i � ____ 6 AD - - __ -
- \, I- > - - - __ _... - _.- - __ - _., � / ___ .1.1� ."- - I - . - ,\, \, " 1 -7- -t �_ - - - - -r - __ - --- / 1 - i 1� I - - __ J - - - I __ ,-] .1 1,,,/ I / I / I / I / /, I ______ / / / ,11 .r ,/' 1,4ekwoo � , r, I
� , __ - - - __ __., - __ - , - � - - - -, - - � " - __ - _- I - - <> � / / k -
- - -� -, _- -- �_ - ; - - - z � I I
11 ___ - - - - - - - - - - - - - : - - - - ; - _�--___ f- 11 "I /, - -
� �, __ - __ �, - - , . � -, _-_ .. k:;� - - - =_ - - - - :4 - __ - / <> f - X C I \
\ " - , - - N. F __ __ 11 __ - - _� - . I --�� -1-f-- __ — - _L - __ - - -11 /I / I / - . ,/, __ - - %l-
,_ _-Z __ n __ ,,/ - i -_ - - _::� -
\ .,, - _+ - 1/1 - __ ", / __ / .�/ - - __ � -,- IF ,� , , - - -
\ \ �, _4�_ -1 11 t __ I/ .1 ___ I-,---- --.---- I - - -, / . A- - __ I I "
— - - - 4 - - __ __ I / :
\ - ,:_ ,,___ 0 - - - __ r __ - ,,*���,, . I _�
-
- . - - � _, /I ------- - [___ - - - - - P� ,� _- I ,__ . - � . --r- -- = ____ - / I / ,- ---- - I - ./, / / , , ,,,, /I I
11 \\ " I- — — — — — — _...... —..—. — L - ,/ __ T_::�____4___ I ,I / — __ — __ _ — I.— __ .— / / \
. - - Ic—r- I 11, 11 ., --.-- -----___ - __ - ___ - - - , , , , - - - - -- - _� — - — -_ 1 __ - - - - -.- - __7 - " / I - __ M . ��
\ \ - -, - 11 - - - 17 / - / —i.— — __ !
- - - __ - I _� 1� i - ; - I - -4 __ __ - __ , - ---...---- ,1_/ . / , - / I
- I- __ - ___ - \ _. — _-4- __ I PO . - / - ____ -,- _____ - - _____-L, — — __ _ __ __� .C> , / — .- � � / -.15— 1 k �
-, 11 __ - - .- __ - -- - I __ _.�-- . - 1: - I .1 I I -, - - I I / -- � / 11 - :
�
- I I _,�� _ 4_ I L _/ ,-I'/ � --,4 1 1 1 -��C=-( L-Q_v-t�- 4 - -- I - / , - � \
\., � - - - - __ �* / ____ --.--- A / / I/ 11 \ - 1, ----. ___ - 1� , ;4 1 � -1111 l Z=::- I / " " I I
__ - - . - - - - - -...-..- - -, - - ,� \ / / ___ - -,--,- - - _' ,_ 1-1 __ :�_��� - 1 -4-- C I I I I " " I y I fl / , r I
\ , __ _. __ - / .� -1 f, __ __ - __ - __ � =2 1 J -q - __ I- - I 11 I . -_1 , / I I �-- �
- - - __
I \ \\ ---I-- -_ - - - - __ - , \\1 - - -, / __ __ -, - _j , - - �: IZ-- - - C-1 - , --- N / . - - - IN el - - r " " - L l \ \ � 1 -
N --- -1,1- I " - - - - - - - _"' - __ - � - - - - - _�� - ,,_� I—, -� _ _
- __ Z,/ - - - - -.- - - - - _ - - - __ i 11 /, ___ _____ 11 / / 11 __ ___ - __ � �, I'll , I -
_-_ , - 46 1 ;7 / I't, " , , , ,,/ I _.- __ - - - - � - ,__ .. �_� � � ; ... - Vol 1!1!!!!!�_�_ - - - _F_ - -, - . .
\ ,_ \ ,-_ - I i / 11 - 1-1 1111i� - - _Ul :,� 7--;::: , I I �-, I 7 —L_ _.L��_ _j - \ - rl: - � . ,_W _ - --r- ,
- L _?_ J /- - _j L_ - /i - - T - -- �---- = I 11- --- �,- -,. ,,- - — - - - - _ __ - \ I
\,. , � -_ I � � I I. / -_ -_ ; - -,Z. - �- _ - - - -, - - - - - / / - "I'll "I . I >
\ , - - "I - , �, I I t. . - �_ - __ - � - __ - - _... / / / - 15� , 11 - I I I I
-
\ \\ / ,� .1 I �, - � ,_ I -;::: �71_ __ TT G7�_�9_: / Q7 -7 � I \
I __ ___ - - �____- �-� I __ -,- -,- ,__ - _.... - __ __ - __ ,_� __ - -, - - /I EEl 3___
\ �\,\ I 1 11 - - ___ _ .- I - / __ _ 'I,' .
,\ � r � __ ` �_ " i / / ,_ : _ - - - _. - __ X " 11 "_ I 0 1 - __ I k-; I � ,_�
, L I " - - - - - - ---- ---- ---- - - - I � . - - /'* - � I : .- - _:�.I�__ - -- - - - - �, 1� " 11
- I , _. - / I , : - . / - - __ - - /
11 . --- - .... - - I I I 11 I - / --- I I I j I I 11 ; - - - - _.�� -.- - - _ - - - - - __ - " � ., I I - - - - __ - \ - I
\ A / , __ / ,)i I , 11 �, - I
/ _.- - - - _ ... - � / 0 i - .j I I/ / // " __ : ------- ----.--.- _ / ____ ., 11
N. . - - - - - I " 1� _ _� - 1. , / . I / I ! I I I , ! - -..-. __ - - : - - - � /1, - 11 \
11 \ -"*- - - � __ 11 I i I + _ __ __ ,_ __ <1 I r . It I I i I I I / �,.,, __ . ____ ---------, __-_ ------.-.----,- __� L -,--i If, ", �, � .11
__ -_ � - , \ __ : - __
, ..--. \ ,�, I ,- - - --- --- - - __ --- - I i. . -1" 111"111 ,_ " , \ I / " ,-- . - _ __ - - - - - - Z:� �, , - \ \ ....
,� \ I I _� __ __ I f - " \ - __ -:: / ./
, ,,\ \ , X __ I \ I f /_ - ,.,' - __ - __ -) \ , \ 11 11 / .1 f / I \ / 11 / : - - - - - __ .... - _ - __ - __ - - ___ - _. - __ J �x ,/ I / /
,.� - __ / \ \ ; - - - - - �- -, __1 �, \
I
, I , \ ,_� I .1 , - ,__ --- - - I I ! ! � : \ / / _/ : - - ,__� �, / i / k , -,
\ , ��. \ \ I �. I / __ __ __ - __ -, __ __ _,� \ \ \ / / / / / ' : - - __ - _ - .-:7-- / ", \ / " / / I �\ I %
I \. I : % I - - -, - - \ \ I / I I / � / - : - __ - - - - - - - - - _ _ - __ - __ __ - / N, " 3 1,
__ - 11 - , . --i - __ -
.- - I : ( . - - -,- - __ __ - - _� � -.- ____
F_ _� I � .�, - " I \ I i / I / / I / O" : - - .- � I - ,,� / / 1, \ -,,
� __ - - - __ - I \ / " \ \ . I I ; : - - - - __ __ __ __ / - - /
. I I ,\\%-\'_ '—,— ---- -- .— ____ -- 560 _� �' --- ___ I It I __ -_� 11 / I / i I // " _d 1 1 : � � , - ,.1 \�, \\
11 ,� I .1 - - - \ \ \ , I .11 ri I // // : - / .
- - -- _.. / - , ,M, \C D--------- : --.-- _ - / /
\\ -, __ .-,.-. -- -, - - - - - 'I I / 11 �, - / - / 1\ \ \ \ I I .; \ v / \\ I I _ --..-. __ - - - - - " I I 1� �
I \ ___ _ 1. k . I �, - --- ,� -- - -- -�, 11 / / ; i " I / I j ; ,--..-- - "I- 11 I
. .
i /"- -, � \ * \,� \\\ - - - __ __ -, __ - __ - __ - ___ - __ - __ ____ / / -,/ .� 1) i 11 I 11 11 ,-..-. - - - - -1 ,_ - - .1, r7 / \ \ \ \ \1 / " , 1! ! \ ,\ ' 11 : __� _____ � 11 .., / / / / ,1 11 'I I
. - - - - �, � J\ I/
_\ \ / / j , /I --- __ - �,� _/ I �, "I \ / I \ �, . I __ - - - - _ .. .... .. . - - - - __ " , 11 11 . .
/ -, __ - _. __ ,- __ - - __ _ __ -1 -.-,- -..-- _ - / / 11 ,_ I .� __ __ - - `,_ * \ \ , ! : 1-1 - - - __ - - __ ---------/ j j I X / /
I t, - __ . .- - - . / " 11 1� � / � � 1,W : - - - /
- - - I "' \ \ : - - -, -
, - - 11 " / - - I : - - -, __ --- __ _-, \ / �1
�\i; __�_.__ I 1� " 11 /I - __ - \ 1-1,_ // / / /bit kwood _'D r i v le :
/ I i , --- - _� I .1 �, - _�_ \ L : __1 _,� --- /_ _ __,_ \,- /
11 I I . --,------- _/ I/ �, - -amm .// I / I I 11 / / // ; --- - / � ___1
I - __ --------. 1� I/ ., I/ __ \ : "le ----------- __
/ I ---,-.--- _____ __. - / ____ - _�� ___ __1 /\\\� \\ 2, r, \ / ) I I / / / , / : ___ __ _� - - ___ / - __ "
- � : _ X - -
.
.
/ t !I // ___-__._-.-.-_._.._______ .___ // -,- �.� __� �, �, --- ", �,, / \ ,-- \ \ N. � � -,- 11 / / i 11 / / / /, /, : -_ ,x., ,.�� ,_ .1 ... �, ! - - -, -, " / � --- \ \\ -
/ "I __ -.--.---- __ � ,,_,_ �, _.__ -, ,, / --- =: \ \. \ \-N/ -_ �,, / / / / / : _____.� --- \ / X" \ -
.,-- __ � I- � 'I." X --- ,- I > __ __ / / I / / / I—, .� r __ _�,.� I
- --- - - I I N , __ 11
/ I / I _ __ �,, /I � __1 ___ / , / / It / / / : 11 __ z / I / \
. ��,, / ': ______., __ " _.� / � __ __ 11 I \ / - " / / / / Of / / / : "I / ____ __ / �,
1� I / -..--- - ,_� 11 .--- / "" ",/ I- - - - - Nair - / \ .,-, _', 11 / I /I / // / /// : I/ .", // - - - - - ___� / � - ".1, \'----_-.------
- __ - " , 11 , - - X I 11 I / / / / / / : / - - - 1-1 .11
/�l[ / ;r / .--- 1-1 11 "I , ( I 1\ %, 11 ; , / , , : z / __ 11 ,..,
% -_ / / , I : -.-- ,
It I __ _� 11 / � ,_ / / / /// .,;,, / / ----. I 11 11
/ / __ ,,,� / "I, __� / / \ !'\\ \ - /I / I / /__
I� i // /. ____ ,_� / 11 / 1-1 I'll I \ \ " 1� " ,�,,, / / y / I // : / / / 11 / "
: "
I 1--Z i / __ �,.� / - � /-,-" \ 1> \ \ - 11-\ _1/ / / // I-- : / / // I �
// 1, / ,---...-/ .. . ..... .... . _. _� 11 11�, / / � - / `lllllllll`a \ \', �,� 1� \ ,11,� - ._� - // // / / // 1-11 : / I "I, -
I I � I I / �_ " I,/ I/ �,/ / \ 11 -..-.-. 11 / / / / ./ �/ : / / / I I ",
It . 11 �, "I, / I / 1\ �, 11 \ \\ _____ .11 ,I , / / z 1-1 i / / : ! �,
1i I 1.1 I / C� , ,,�� / 1� /__1 \--. M ( \ ,,, \ \ _. ) z ../ / / / /� "I : / / / 11 i r/ I
/ , I I / - I/ 11 / / ----. \ \ 1� __ \ // ,z / / / / // �,, ; / / / I ( I I
" � - i
I I I 1 / 61 11 .- / -,, \ I ./ / / // ; 11 ! 43
� .1 __ '_ -,, ,�__ - - - ___._ __ _ ,_� - / / _� i 11 / / I It -
, � - - / " / / Q) 11 0 \ \ 'r ----- 1, / / / __ : / \ I :;_
- - 1-1 ,.1 /// ; 11 / /
/ r, / � X I 11-1 / /I _� : / I I
\ \_� I , "I, 11 I ) \ ��, __ I // : 11 / i " i=
Z1, �_ 11� 11 / i \1 _Q --- __ - _�, - -�_ : /I \ I
k \ ".1 ( 0d 1� ar.0 , _.- - 11 �_ - - - - - - , - �, I ,_ : / I �
- I �, "I \ <Ij 11 ,� - I : / /
"I 1, ,-I : �, 1�1 / 11 I 11 I __-, ---- "I 1� _, : . / 11 U
- - - - 1,
, -...- : " � - - - - - - - 11 " __ --- -7 - - " . - -1 -------.i \ \ It .q?,
� 1. I—, k / I if .11 I" (� I - - __ - - _ - __ - ___,,_ -- - - - ,,�� , - __ — : %
I \ /, / __ - �, I , - __ - - - - __ - - - � __1 11 / / : /_ __ __ __ _ I 1. I
" / : 0
/ / I I __ __ - _ _ _. - , - : / \ -
i \ : / ,_ \ - - 1-1 11 / I/ / : \ ; I 0-
�,`, /
� �A,___,:
I
: / / I /'- - - - " 11 / // m __1 \
I i / / . / \ I / . - _ - \ ----,- __ �, / : / \
\ I / ,� 11 / / / I A, / __ "_ - I/ �, � / . !
I / , / / 11 / / - - __ - _:7- ../ _ - �, " / : \ f
. / I I / ./ / I 0 z - - ".1 / / . / I ,
/ / / / f ./ - . \
I I I / X I/ / I/ / I I-, i / ,/1 , - 11 / : S
/ 4. / �, i �, � - " / : \ I
. / : 1-11 11 / i : I
� I 11 / 11 I _> z__._ 4-J / 11 — :
/ : I ( . / I " — �, / ; : \ 11
:
� —i � ?, ,_� � 1, I ; \ /
/ I __ : 11 / / I I / i /, I � I .1 _� .., " I " // � : / .
__ / ; " I i ;;
_ . � / I .; �/ / V/T � :
—1 I----- .—...--/ / z / I I / lk 11 11 / / ;/ \ /
_', . .... / I / ,.� I I .1 I 11 I 1-1 1� , I ;e \ It/
I .� I I
- / / I / 11 , 11 I . \
I / // I k z 11 / / <,. __ _-) / / / / - -1 0 11 i z /11 J, ( ; \, ____3_Q ,-.-,,' 0 30 60 90
/ �, 1� / I" I I' �, "
: I �
- \ \ / / , _ / / / / / >*, / ,/ /11 , .,., I ,,� : _�
11 - 1- ___ - / / /� I � I : \ - - mwl�
�, It I . - . . / � \ : - �
� I I/ _.- I ,. I j I— - - — - - — - - — - - — \ . - - - SCALEJ " = 30'
��
<�
F-4
Q__,
E----,
>4�
P4
E----,
��
(D
U
.. 0
a) 2f
E
0 7;�
2-1 4)
_T ,F
L� a_
(n
i
5;,
5:1 M
M _0
(v
C _11C
3. Q
0 1 Q)
-C
U
C
3:
0 LO
= CD
Cn V:
00 -
.< ri
4i
0
0
(n
Or)
C
. Z13
L 0
C21 C�
Q4
C-1)
C)
Pr_4
P4
1-4
U)
T ---i
>_
I--
04
P4
—
>_4
1
(J.2
E--,
Q-4
,,�,
�4
�:D
E-4
Q-.4
C)
F -,p
4t4
U
W
I
�
�4
Q-4
W
U
1.4
=
C)
1._4
:1
,:�
W
>_
0 _.,
��
P4
W
f=)
��
,
M
,.-4
C)
_<4
W
E ---q
lc_�;
-
E--,
ll
��,
F-1
U)
1-4
U
P --- q
If=
=
l
<�
E i
<�
U)
��
P_�
s
M
�M4
C)
0-4
=
-leet No:
1 , \
r \ `\
/ / /, O \ rJ / .1 I 1 i \ , ,
\ -\. ; I i i ti \
i / / - - / I f iI /
I j / --\\ / / / / I I \ I / / '/ \
/ / , i f `` ~\. \\ ____r' /I i/ I, / : I I ti }i i / / .,`/s/ ir, \
i /
i
/ / I ! i JI \ \. /
55p _ - _ // !; I! / Sgt ! / i , , I t\ _..._. _ - / \\
/ I _ / / ) J / % t I it \, -- - ! ' \
''r ,/// / %I ff !f \\\\,\ `` -�- - _-// I ! I If f! / /`/ ! t\- ``„_` //` // O \ !
r / ! ! / ! 1 \` \ / !
_ _... _ - - __ - /' i I `\ r J l / % / / \\ l ` L_-___ , %;
/
/ i / ! r \\ `,\ �% /' ! / // /� \\ \-ter / t, ! / /� i i !/` J
_._._,---�,--_ .'-"`!-- !/' / I J \�----•- ``_-- _ � /f JI // // J // f \ i � 1 / f ,/ / , € 1 � i, l b
/ - / / J ( - .- - -- -- -- , / / / / , I / i \ I J I i I / I y i \ I - _ / l
_,__ / J / I I/ ! I \
�- / r I "- -- - - - -• _...- - - - - _'-- -- - / / , J % ./ \\ y
-.. - --
,
....__ -- _
/ /
t :\ i ! i . 530 r / / / /, // !, / / / 1 / /\ ah' J / - - _-•-. -
_ - \ / / r r I / i i t 1 -_ _
- - ----' t
- -• __ -_ ` \ \ I .- --.. -.. -- '- _ - -' .I --_ - / / / \ 1 % , ' l/ �9<� t 1
`"-•,_ l \ rrr / !! r/ / / \ /r ' I , % !
_
__
_
_ , / €
1 ! 1 / r \k !\ I J/ 11
/ / rr J/ ! 1
r.._r /
-- / - -
,
_ .- - /
I ._..._. T/ \
_- _..-.
--- __
_. r
_r _ _
/ -- _.. _ _ / \ J
_ -- .�-
/ / - r /l / _., r ___ i - ! i l kll \�/ // \ \\\ ,." \ ,�• \\`\ \\ \ J Jf / IF - ._ - - - .... __ - - - �r' ? I� l
r
,/ r _ .�» _-�../r/-' rte___ _.r' r/ \ �' :\ /-.• �i/ / \ \ .. �- `\ '•\ \'•\ \ , i , Op /. %� -- 1
r — _. ! -.-- ...� J
r I /
/ r �� \ !
. »_. \ \ w i
/\, i \ \ \ \ \ '` y 11 l�
r \ \\`" 1
-- /
:
I / ., _ - r I
a ,.a . E »�- `=- r.... - �'. .. J _ a \ \` 'a� :mak._ - /
_ � � li
- - -. '--
! JJ /r \�Z�r ,,_.__..-,, i / I,. or - "1. \\ \ \ �'•^'. _� \ \ r '-_,, ! !! / ^i" - // � I I 1
/ ..,.,Z_
J s, ! - /
// \\ 1 / / \ !/ r' ,J s '�f1 ".-.,`h„, ,�- ' \ 1/i % `" \� `\ .,\ \.` -~ ` J �• (/ !• �r \ \ f 1 , i l
r / /'' - 1
'ri %\' f r\ \ ; r // \ J• r ,r r/.,.-\ ,a°s i5 "` `mss -I N \\ \ � i ((�!/-``\\... ._�-,- `\• l 1 ~•. i i t
Ij
/ f(
t ,/ ' ` \ f E \ / J/ / /Jl \ '_-.-.. __'-. -._ - _.... .__, I .... N -- ---•nom ! \ 1f1IIr€ �\ \� 1\ `\ s... ` ! 1` I 1 j
r'' r , \ ! \•.. 1
m \
1
--. _ .>,.
\ / - \ \. \ _ -� 1 t i
..--�
,_r -•� \ , -- r N '. r^ S'C' b \ ,\ i / i t I 1
`' \ ! / r l / ' / n _ / �.tY':9 • i /' a''✓': ,�'r / / ' °E \\ r \ \ 1 \ \ \ �\\ 1 \ \ \ \ _� \`^ �\ e, i' t 1 1 t ! t 1 i
b
r '
\ l \ S
\ I " / r r - ` `i - - ! N// .. , ! a -- '-\� \ `+. � S \\ . \ _ y J ? t i t
/ /,` ,` i. J J/ / / y>' / I - // -., .` \�\� - a \ \\�� \ l 1 \ i I j 1 I 1 {
_./ \\ ,// r' "I _ /' -,�>/ �, -/ /�/'� yv: -;d \'"°'. \S x,- -b `Z \• \ ��b.\\\ \✓ �r 1 '\ `- �� \ 11 / 1 i 1
\, ,/J / / i'• - - r ' r /rrr F ,,;, :r"j t 'ze...f "" 3,.s' „S✓' -,'...J.;._ \ `° \E �"\ \ .\ w `\\� �,_�- �J 1 1 \ \ / J ` i i 1 w o
S�\
J r r - / ' - , - ':./" M ✓ s'`. / /' '!pa ��M S .a > \`O, .,� �� __+�•-\ \ `�. `_ -:./ _ - i! f i f ! b I �` ` I
\ �, ! /i// r' /' 1 ` / , I i',: y "" '' 'f - "��\ c J. M\ ` 'T \ \ \\ i 3\ � \� `� `� \ - b J j I 1 1 i o w i y ` y
•, --'
/ ,' / / 6 S �°"✓ Y ` \�� •' \ , ...: _` _ ..,,` v'" f o i 1 t b I y 1 oe � crs � =
\ r/ /%i/! J r - -' rr i/ / // , r'� , �,.1yi6 ���_-'�: K �� \ .�_ ., �, `�` �-\ �`. y / I 1 t b o i v P. 1 a i -
.r
_.
r
r-
- - /, € `„ _
3
I t1/! / /! �,/ r / / > r y / � a' ` \\� \\ \` `�`�- - - - •\ a b t, £I 1 -
-_ r a
€ , I r / -- r / rr ��; w'" i' / s , t/ `\Y \ / a -r .rte • � - — -' - [� b f / !f I \} I _
. \'\`
l i l 1 l i _ _ _ _ -. _ r / f �/ j '- -� \r �.\�" rs'x �` ",` _ - y y ! y i 'i l t!
//
i / /'�^ r J. /r te« \ '1
>.a '
\, .. r ,
\ I ' 1 I 1 ! _ -• / Y, / • , ;%, r"^ , -� .:F a �.v, "\ "t✓ .'^..i`•.\ \ \ � `` � 1, � Q f � m
♦ r
',\ ,. `\ , 11 I I I I ` -- _.. _.-'^ /.. i - _-__ ..-- / ' _. .,N>::.-`' .f�„'^ �"/, "'�*'.,..,- 4� �, / {s<'\ `'�t,'h /-.'" ` \ _ .`� 1 t y i i �:{?, i ; - _
•
.\\\\'\\\ J;rij;III ! / /d�' r ''' /� +� //'/ \\. �/ -:fi .�` �'uS -.• ..-_._...-'---- ___- ! I i t`x it i _._..
r �
__ r _ _. ` ,
\• \ \ \ \ / ' . , / ! / _.._.. ''' r ' i. r mom\ ` _ _-. _ I ii _
\ ..\ \ \ \\ • , / r r / J �, r , "t"`9E / � \ � +» I f b ! � - _ __ - _ `: { i 1 - -
»e . i
�/
rw
\ \ \ \ \ / , / , / , . I \.. / - , r� , j:..::... ..zs3• �✓ .•"'`; d �O' aw+.,., ,✓� \. \ ..s h_ - _ _ '_,;. . , ,. e' ^„s- . .- ., f �;,s,.a•G. __ \ �- t <i t
\ / ! ' ' /. / / ; I , / -� / L <n` / -/ . �% r” '' ' i'` r• ' .... ....... _ �- ....,_.>..,R:,.,.,�. `� • - ..__• \ \ -•.. i s 1 i i
\\ '1, , r ./ / , , €»,... ,i �' .., �> i`iY, `\.. / - - it ..>,.- ••'C"_. - —
\. \ \ / -' ! \-. °eon""". - -_
t _�
\ \ \ \\ \\ .,. \ "-_ O' .. / ! / / \ / N ,:/ / r �'� ,. r / :, -v .., ,...., h"-�.'.< ; /h;43sY - _ ,a \ I t - .i - --
\ , _ r r ! I , / . { . # / P4. Sir ct✓r - _ _ \ \'\ 1 - - '- - _ _. _ .-.
\ •\ - ` --. - . -= - . - -, / ..i I / , !�„ >. r ,/ / .r . \ - c� - ,..,...,, �`\� ->w_ \ \ \ 1 t 'i + 1 -
'.'- ' ' - i ' .%" ` r :' ,4 „fs, / - ~ Y,. ' s ? I - 'k +` _. aeon„ \ I \ \ `\:
\ - --
_ -
r--
_
/
-� - r / _
ro ,
- _ y�y
__ z fa
-
\ .--_.._..-_. ; / / ! , ti , / ; r _ -, > f " Y•{. M1./ .. _ - •-7.�C _ _ - .... -, _ '\ ' 1 i 8*` J - _ _
-. - - r \ / / ., .:: O _�+'� ,,. / , ,.r � j .. � .... .. �d � > z ,>'s 'r �` x ...._._.,,, ,s =9 s 'a`� ,,,,•", '�.r. __ •-::,,� �\ \ \ M st Yi - - _ ._
J
\ / '/ / / >� # / s -. "%i• - .. : „I, y' > %-`/ , f y * f,' .''�'' .s,+ :z,.,�. -"vr=' .-__- . _ ... ---. -. -�w : \ �\ \ it�i { ,
3 -
>
M
\ . - J ! t d' I t / / / `; ! : !:' ....i. _ _ S `-` ! _- __ .- ---. _ . _ ._, �^^'- ` 4 4^,.._ \, '- \ \ t ! ,k �' /
__
•, \ r •..� ., J I I r,,. �" >:- ,r'' J / ,/� .. - ..._cy _ - - - y,°" \`�- "\.. . i l \\ l � r'z 1::::,- ,, /
r
- .:: , _
�Y
\ y{
r-
\ '.
i
... / -..
1 ........... .. ... ...
y
w®
.- ....... ........ ...... +... ......................... a.... .. \
! ...
.................................................a.........-.............. ....... .. ...... .....
r / .r r , ; . ! ./ i.`E /s' '6 ..,l:i 3\!j i -/y ..s.. r£ -_ ._-- -# 'a- \ `\ '\. ! !I
r '
\ r T_
_ i
t
-f
- / .. _. \
t - ......., w / az _
.: - / _ _
/ /
'4 "\
,-\ / , / / /' / J / r \ w Y, ! h . h pro- _ - \\... \_ '\ I "`" i 1
i�
.. .: -._ _-- ,.:.--_ \ '._ / / . _- <ya .nit �t . fa _ !• Aar... _!4� _ \
. __ _.._ __ .... .r �-}. _
_ _ .-.._ _ _ -. -_ , _ .:r/ / t ! / / / `•. /_ , .. / - r'- - --- - #i.. ....cam -�O t�0 ..O O \ y._ -,:
_.. ...,- _.. .� t , / / / / / .. .: r � •- ':' m� '"v r0 M � b V O r0 � Oa0 \,. ''S -- - > ! I
:... _Y-.,_ -__.._ . _ . _ _ ....._. -.-. _. \ � J / / / ;; -a 4i . t� o j �' _ o,� .. - ao� o,� m_y - - € f . _
-w W_W \ \ 1 \ f C / ! / ! ! , fj ..: / / €. A�\ %' o r• �y 'ii'o`y` �`_ � i - �� o_ o-_. �`ir o o \ I i I € _1 €
_... - . _--- - _. \ } \ I a J / / / / / / ' r #I , yte yc� r7� \ oo vz�+ vtb mita ' - o, ya, r� : 7 V -. \ a �� \ \ _ _..-.1 J , 1 i
,
- ' I
_ _ _ _ r
y
r
/
r ' r ,' _, .- -- - -- -.._ _. -- --- -- - ._ - - ._ -- - ^ - \ \�\ \ r o ! J I / i / r ! J / /• -- '-� ^,4 - -\\ t\ ( # 9 J I i
,
r
I
_. _ . - - t
'� - "r _. -.._-t - 71 t l\ cDm ' ' I / / /' l \ J !". �: I• , - ._R... ..�,..� rrr v1
- - - -- / / - - I 1 / / r •- ' _ j ) 8i I �Cs°)- II4 /- -_'� € € I < <a
- -- - -- -- �' \ I 1 I t 1 \ \ \ t t p, I J ' , / .- , / r `.: 1..: .._ \ _ . :._. .._- _.,;;i - ::\ C a k
- - /r//' ...__ -...- -...._ ,-' \, t' ` \ \; c h c'. I J ! / / / / ! J ! __,./.. �� _: I .xlf c s; et - \\ _. \ l/ 1 `i
- - fie' / _ - !i v \ I < w i ! , \ i
__ / _ 3
_ ._ ti .�
•1 �. a. 1
�.._ , =-
ri
_.....-__! s l 1, t I , / J :/ r s'. i� �„ \ f.,.f s.,' - X 4 ! ! .I �VI It €
- - _. -.. J' / `• ' f, ,. i l 1 1 ! ' i 1 1 / r / / t \ / _ - : - _ _ _.. _ -,• %.=%.: _..... ,_,-.,.,,;..,T +: } as : -i r _ \ € I I s - n\ 1
_ _..-.
<RI
-' -. _ t \ 1 ! ! r t i .. .. ....:_ '\ I ,„: -=a `•.' \ »s=” I s �' v s`I i
- _
d _
! it 1 1 / / _ _- ____ _ ,___ -
l � a_
_J 1 . - : .: -_ •-_____ • �\ � •; \ r' ........ .. .......... 1 f :! .i � is-... -..-..-...-.. \ 't.'. T'�,r/' .%'.'. I 1 ` `A -
530 - l 1 € 1 r -- -
------- -- - , — \ _ _
... _. -- - , \ L , I 1 I � I ( / .-. �.....-- ,_., .-: >, :- _ s s s i s t R �•� _k e . \ •} ",^.-,•-:X.L:-.-.., ,..,,--• i / �_. -
I s
N.
- -
,
I
t
:
,
S \ \ \ , \ \` \ \ t 1 \ 1 1 i J / / !' - - -J,._ ° - _r - I \ i - _ I �7 A; \ `\ ! / ,
-.
y
- _ .._ `` \ \ `' \ 1 \\ \ `. . \ \ , \ i 1 t l \ I / , l ,\ \. ! ; - - .\ . a. .. `_._ !-�` K : , L '-•.•--• . \ ! t c3I ! ',y \ !' / , / , / -
r
r.. �. \ \\•.\\\�. \ \\ , \ \ t ` \ 'S \ I \a \ tl i I \ m .I::r Fi7 - -- ._,.11 ._ �i / 1 J \ / // / i/ r -
i
. f
l \ I• _ m
\ \ \ L
\ \ _ I
\ - . , \ _ /
\ \
i
k s \
\ \ {
\ -
_ l
m
;i
\` l '-t- f
f.:.
,< r
\ \ \ b
y- fr
! �r \ \ -... \ - �. r \ \ ) ws co m m u cel�., u t� c �� ! �> �c "'r. r r ;�
I \ \ �� I I , l .... \ /---` .\ \. .: \- \ \ -� .`fq.�'u toy m� \ my m 4y uy mtS ols ch p W W- :.Y cm�0 c.O W�-' i_ E�,.�' f' „K ,` �1 .-- `- �\._-. -_ // ._-\
.\ ) \ .._ Aa \ - '*. �. o o v v o O o O °p.,i y ^! y %+ V y h !- '�" _ '`` - \ J r'
e
,, \ : - \ ?: . \ \ \ - \ /:Jt y � pp p stn py _ -
\ i \ .\ \ G _- \ E I`. i m m m m V V. O o U O Oy O� qui\ h .:.% \ r \ \ _ '' / ' r' ,,! 'i
- \ !I I \ \ ! , \ \..,, ` :.-. I,.... �. \ `✓ :\ \ 000 cno 4-0 to �,ry yar _.ym ytn ao m `m ym m pa �y m m 6 1 \y? - _ - _ r- -, tf
' \ - . \ I \. , \ \ >- \ ., ,. \ •\'�J'•` 'Vo ;� ~-• 'TOa- -y' �J. .�4a !V toptp "�tp Vb tQq vJA 41 t4 yh yr y0 _ - ' -_ _ .-.. _. _ - / / t
., r .- - , r , , \ i \ \ ., \' '.1 ... \ \ \ \, i s ';? 'a" +a }i :a / +Y' :a A ,a :'' -!a. \ ,/ _ / ! }
/" /
\\
\ \\ .e /
\ \ \ ` /
\ 4 \ I 1 r i l \\ ~' _ \ f \ \ \ `` - - ` \ \ `, ~ \ 3 F 6 t ii I f \-„,,....._ ,.,,:.. A f if i i -'_ _ r r r \ \ \.
: I f \ - a I / \ \ \ \ \ \ \ r : ,,.� `::. ... x '� : j I .�.:.. / `t.: -i \ .,,,,,,,... ir` ' r” s` \ - -- -
' i
\ I I I I \ ` 1 r / / t a \ \ \ _. 's`",.�.._: " '• .,...'_""= . ,, k i f-(�-'"'---Y "'1"" L•"- r ! / -_ _ \
,
i
f
€ , / / \ \ \ B 9 I IIY - Js - _1 /' v Get / r
_ -
i
,
-_
s,
.._ t
- _, ! :e i
_ ,
`t \ i 1 ti I i / , I i iks s r, ^'s +`'-•- s $ ' •. x / "#" .( <.-\ O /- _ r'
# r t g I / /
/ I /J \ .}.. S',; -i-._,.. I -ti 1'-" i _'irP'i' t \ _ r _ C _ .&t r'
- -- 1 1 1 - -� / /
1 \ i S$ -
r t _
i
f
I
s
\ 1 /
I S" �.
I b I 'J! '3 J �' •
J r € ' ! -` - / - \ t 1----"--_`>-..-,-<.•--,�}- - �..�.,>.,.� .`\ - ':..""'fi_ . -_""'.,.�.. ....5„-„- M, z• -,.s..,.._, _,.-....__..............y.' -•-%-•._ \ - `'- r f _ - 'r r /
x . - /
—
- _ _
#
I r' -
/ J
f '� /'
/ r T'
! R
r ( ;'"�•l
1 i i" i f _- /
/ I i1 IJ i� r p, / I � I aE: \ \ `k 1 \\ c. / /' I- - 1r. -r b -_-- _ '�
r
r ..
1 , #
F
/ - [ _
s , f - r. r r / / - `:i1 I E / �n `, a\a +b I I!u- r� _A /-' \ _+� ya _ _ h\ pa // ; 7 / -- b _• r r' /
! ! r i ! r _ - r / ` \ ll. r n 1 -.r r �� h f, _ % - °tii - -- r
r l r .k i r __� r / / i -- y --. I ` - my � v -v v \ r ' J � J' ! r / - �
f ! It - r r
., ! s! i j f I !' I -- - _-_ _. -- _ _ "'k r - - - - -- - r / - --- -'-
.r x:>. { t1 m !m p o p`� p„I to '.4 o Oy p`Tl p-2 u`7✓ >`\ T ..
" r' is x: h h h u i i� !h h M l! �\ i os �a I v v ( v v v v v \ \ \-. ! %,., // `�
I k r r ..r--- -._ - -_- - - J is m ... r, _"t;r,; M t -c. t,A ! - r' _ •tet"- �� I y� ca �O € tn_. q- ehu / Ei+. 4;k tna ,nv `tnm tom \ 1 s,,. J .- J I \ � - - _ - - - - - - -. / _ --. _ ` ~J
-t. p � \ r r
k 1 :: - r / / /` 'may � _ O •„� qpi! AYy VO ^ -�N,- A Y ?! 1tij -9 i''•1 '•'moi i �! �7 �J tiJ� .'s. :7\ \ '\ J /r __ i
r'-' s r 7k' - i' r _ y ``p., �y V'i �3` �] b r� \ / /
F
'' {. S ! J ! ! i. fr/"\ti ___- J' '� !` / --- s' _ _ - !' yt 1 rn oa m to e, i I , �'�\\ \ spG' I// / r-- -!/
r'
r
00
i 1^
r' I /
\
1
" -'---. . \ I 1 I __ I q - - r r -- -'- . r' r /` g_tl / 1 ?\ q' \ \\ - e1 ! ----'-- � J -_
-- / '
-ea
/" - \ i I ! ! ! _ / / r--- r r> .x aE ;':. P-! 1- / \I - r� \>>.p �' I 1 1 ;/ \• --` f'r !/ / - - -I .
/ 1 ! ! I l l / / ' - - ! _.� __! -.-i.. .1 _ I e,.•, t _ ,._--I- s l € > _ a_ \ \ - 3 �a I � / / / \ � - - 1
_w
/ r - 1 1 / ! ` . I I i - - - - `_' - ' - __ '' / ' / i s1 ,.. _ :\'� ,� 4- : i'�j'• / / "- -- _.-._ _ I
r i
-
- r
- r
r
r
r
k € !! I -,. / i - - / /! r/ _r- / h0 'I'--- - i€ ` 1 I r \ ,rs!`~^. :I<s�.# € , 1. I '` # J / / \'...,,.... \, \ :e\\/ !`' ! /• / / ---.-_-_. r r r' -) i ---
v r
r f
€ _ _ ! ,.,
-----. —_ ( _...
_ __ t 1�.. / _- / / : : : : : : 1 t F 1 V ! i i i }... t `^-. 1 ; x ! ' k ....t F F \ t F / /' _ _ r "
c� f -
r - • ; . k / \ - / _ _- ,. / 3' . - -.•- / : ! '. t I / t/`� - -� t E" I . 1 t I I 3 J • . _s x \ ! r - `/'
/ r \ I \ / I - - ; .. ' _. - ._ , .1,... x..._ 3 ,1' fs........„,... `:y - j ,�..,...`.' \ I`
.
,,
)
r \ t , / .,^ e / / _... ._ / � y o .> ': - > �. -,: :-. •: : .. -\'i .:--',._. P: fes.. : \ E„�. :,. �p, r � 'r - !
- - `�
i! -
F i r - '-�'_”' r r
/ /' - - \ _
- r
I ! ': ' /
;/ !' `\ % I I { i - j / ! i / /i / ! m , % % _ i C' I- , /rr % " r' _ - =\\ \ r \ i 1
-
a
! \ i .,1- - . / /' / - ! - / / - \ '', \" I� �! / / / __ - r i rte- __ - �\ -- / 1
,! / \ j { / k �/ i ' - // r• / // , _- i �" _ \ J 1 ! ./ ! ire �� _ - '"�\\\ `_ - - -r -\ / i
/ - / \
/ / - si / / - \\ \ "^ / /
_ !
}y��-
�.
- / �. w .�. _ .,... _ -! - / -'_ _ to
/ !
>t
1
- , / ._ ._-. ! . a • s .::JI. x-.> _ 7/, _. r g'r'C ` 1:"" /S .:`t :'• - _ l % / - .- \ _
.
-
s
! /= r k / r - i / ` / ,/ / : f gip' - �� .`w, .. u� to t `m< ie w --� y'j -`n ! -__i '-\ \ \ /" ! / / .rrr'-------_-` -i-\ ri r-- _
/ /- \ % F \ \ % / r - � • / / _ - - - � - ! y _ �i-a o'a � ! O,y - W,� to y ems. O �i e t co t� ca� W 40 S ' / / / 1 \ - '/ / /j' J ! ! r ' \ -\--. -. - r r / ��� Q / _.
/ ( / - _ / S ? ' ' A - / •\ " v Q o Sy .. iy o by oy orf m / \ / O / 'i ! r _ \ -
f \ i, \ \ } - ._ ! / f _ stilt J v' y , co y : lav _ _ _ \ ) 1 1 \
r-- / r r / . _ \ • :+' � dao II:a+ : aP° ,L`�°i a. . .,0 / o tam m nae caa Itoa 4 pJh t4�. / r / ! \ \ ! ! , , ,/ , / ! r r " \ ! \ ? f
Y. k / / �azu to p ! t �j ! - t / !` 1 \ ! tj / \\ /' '! i /
/ / - / \ \ �! `) { _{- / / / - / J J \ / / J' ,0 i►\,'.. b r7 A/ ,9 r� 1 ?0 ! r `' ! r' - /l \ / / J r / ,// r ��' -1 \ ! i )i J �i'\ / ci
i
/ / /
/ / 1` / H
1 (` ,/ \ _- - \. / I'! 1 \° ! 1 / \ / / // / / /"- '' �_ -\ \' O \ '7, ! .% 1 - f,a # - // /` �. j /// //r r ry1 , / J1 I / �R• Oq
/ y / , i \ `.\ \ / J \--,. / / , / i I• _ J/ ! /- - \ -- l" v ` / i� - - i ,//----J�i! //r r/ Jr / .! ! I J f I I ( tQ �/ !
- i/ /� -- i \ # \ / J / i / / / , / - _._ - / / P -t r ---'-'- i /J/ ! ! /'/ /'r' J1! J J 1 I' / r: !
j / -w- I �.
,
!
/
f /
•
s
! f
! / I� IIIg - I
/ r r
r � -�
I ✓ - t `\ !, / r/ / ! r. rr - - \ - \ -`. `' -kJ> _ J J / F J r --- •s r / r / / 1, __ \ �r € _- \`� r
- -
,
- - _ _ -- _ _
Y / % / \- I\ \ 1 -` €-_- ` _- -- - / i / r' i/ r / rr' j _qg -.% - S7 "' I`� -- _ / a - _ I -r. l\+ / I !I! /I ! If !/ /. _ _
i
J
( _
/ : -- --` r / •' _ .. - ,-......1 - ..............._-........ ...... ........ ........_..... _............ / r f i...,r. !
l 1
p
/ 1 / , / -.. \ �, t ., ,..\-..-„.,.._...... -- .s.< .._ ..�.__. -..- _”. -^ - _. :_ �.��r<_,. ice.... -.. - --. _ _ _ i - - `X�i ii, / / .. 1
_
J
{ / \ \ ._.- 3'\ _\._--..._- / f -._-... f / -__ �--ter=" -'__ - _. __-. Jr L, _ --7. j �'#----_ •-q., 1 I, �1 //
-...- ... _ r - r r / - - --- - - . iI..rl=.ir f; / / _ - - ut4' a b..,f. . ij ! J
_—
\_
=�v
i
! __ -_ 7 \ \ s - J IQ 9 r / / \ r Y _ -im :_ _ \.. _ - - - - /. r _.... .... - J..../.. .../. _ !._ .- ._.y. ' J -..1.. .... .. .. IB ".'..Y_ '\.� ..
i _-__ -/- - - - _ - - - - _ _ - -- r
-
J I I / \< ,\ \ - --._. t/•i °T ------".- ._„- \ / rr ! -'�- r' +r.."' S" -'7r - •i- - J` /?' J ..y r e M •+ :--w_•,. J /r .----
�'s�yl a --' T
1 / , , \ - - - - -� b w > - \ \ \ S" r / r -_ - _ r _ ? - -' - -- - -,.--..x.._.......__......C_._._,..__.x. _ _ ..../--. ` _ r''r » � ,.,• ' , '"�' may.. , i,// , 1 J
1
! . . \ \ m m o a Q$ r / --- - __ _- - - . ----- - _-....- ... --. ....... ..\, -.------------ 'L....,..._. \ -\_ ._ J r _,.a.-_,» J'
pp
I I / ! .. \ 1, , ; - A I 1 �^ •�f '_ , ! . , �_--___-_ __..- / i ` f fr I r / _-_'-'� -^-. - _. -_.. --___.-...._ / / r ? / `•, li-•-.I ••K_.,[ ! I
-- -. - J
I ! I I J / \\?\\l�\ \ i +��n •� r__._-__...-__-' / 1 { r / -_- / ._.._ r/ / 1''II ! I / r _ -- _ _ _-.--.-- --`o / `\\ , ",-... / l- r
j ! , / / \ ' �, - r i , I ! r' -say , % i / f % 01 I r _ - _ - ' _ _ _ ! / r /' ' / / - '�, `_
- _
- -
I - --- - - - --- _ - - -_ -
! I 1 1 / -- ` � --. "�' I r x._® �. _.�••.__" "'-- :ar I JI i I J J
1 1 ! / , / \ . \ - Re «�. \ a - v REi w ^ _ - 1 / -' \ \ -g ' J 1 I... w a 1 _ ' - r
! ! ) ! rk \ v k ` -_ _ _ - /' �l 1 \ , \ J ! !/ / !-q -- -_ _-- - I \ t\ %, /r
! I . I . 1 !\':- 560 --- - -- i i 1 /' / r"'I '-\ \ \\ l 19 I �mm I // -ai ..--'� ,r r r! \ \ �\ ! /I !' -'"'
l ! i sl / / ` ' \\ --. _ - __ --- " `_ - i ? i Ir _-_- i r / - ., \ \E � /, / // I °°im 19. ! JI t1 J.'C.:-4r'� IR '-- -_. - �- / /' / ,- \ „_ -- ,' ! /r J !
i J I I i-•\ .\ \\ \.-___ _- _ '----'---•__. / 1 /' i ! , r r - -- r' r' \\\ \ \ / 8 m �> !/ / /------- , / "Rc 4b7.!g r r r , 1\ ! >, I ! \\ \ /I I 7-! i•
J, /, ! r- - y ! i / / r i J i 1 <m J /r / < u----- rr r r / / ! 1 \ '/ / rr
r� / J\ //I
! I i I I , \ \ •_"I_ - - --._._ --"-// / " / /// _ i' ` -'- � L \ \ I \,.,\ ! � I �A'�oom a / / /,4 /'" / 4tA.% Zp ' �-- �r .__/ J 1 \ / i I \ Ir �.~`, /
j ; I I / t I : ` t\- - - r/ ,! -, /• ,, !/ _ ` \ \ \ ` J / ie I J! / / rr�t�j_I. la a_ - r I / // \s/ ? ! i \
'} \ r l i / J I t 1 i� - _ _ - .-._ -J / !/ rr ., -// � \ /I \\ \\ - ` J I J/ I !r I /1 I r yolob b - - rrr r- / ` r/ I -t•
'r \\ Ir /! i j J/J i Villi -- - -- - - -� /' ! rrr! rte. /! / / /,/ / / \ \/ \ \ \�'\\\\ \\ t\! \'^,- -_r" / /J 1 % f t 1 // J/I / 11Jl/ / / / ,rrr b r rrrr�i' / f J -\t /I �!r� \\ ` r J/ I T j fs
//..`\', ! / J // I 1! 0 // 1 - - _ ', // -' rr // / r / - _/ / , \ / \\ / / / !. / I% / / J / / % /' J r j ! 1—r/ !/, --- r 1 i /
/ ! C
.. \`\\ \ ., '' , .t /\I i // i /_. _ _ - r rI / /r" /. // / / / /r � \ n \\ \\\ \\ rr/ r/� !1 � /' .. // //I //I ! / _ // JJ //' ----__,-- ' /r/ rr ° j / 60
\__-\ \ \ j I i\ /i / --- _i r/ ! / t \ \ - / r / ! j J/ �, / ! J /- ! r - ! 1 ! /
- --, \ \ \ / / . 11 /--_..-./ //-- r/ // //, "/ / / \ \ \ \ \�' i / / ! i/ / // J / .1 I rrr f i /
r - \\ / ! ; `_ I 1 I I / r . / /r / \ , \ \ ! /� , /" ! / / / / I / ! / \ II _ ! 1 /
- - _,"k,, \ // /! ' € i I I G1(3 r' // ` / - \\ \ \\\ \ \ \\ / /r / / !! /! /I !,�i / I !J ! 1 l ; I \ -_ r -- iJ -/
- \\ / ,! ? ! k ! ! / ,'' r/ / ! O i' \ \ .- \ L_..--- - / / rr rr ! ,',j/ / ,! i/ , ! 1 i \ j i /
r`'l ! Y \\ \ r/ 1 \ :r\ -I r' _ ,r / J / / / \\ -\ \ Q / -r ./-� / rrr / / I i
/ / =r r \,�\\\ rr- 1 1\ 11 { \\.-) // / +.! /J/ f, Ir //, \\ -`` --- -._ _-_ - --_ ^=~ -- <', i ' / / / ! r� J! ... ....'Jf.-...._-_. ..-rlf.-. -.-... /" �_ �_ � ` i\\ ; �� I f/r _
", /! \�\\ I Vii\ 1 I/ / 11 !J JIf // _.-_�) `,\ Jr^- -`�_ - !, /! ._.-rrr rrr !/ / 1 \\ - i I I 1 /r'f
i
/ \ \\ e i i / 1/ /// / / C-� //" l /I // II ! r"rr / / r r /r // (f € I \ . / T I //r
,I //r (\\�\`a\ \ _J k, i ,It-�, f /- / / I ! r/ ' J /f �i rr / rr /r� f/ I 1 ,\ is- ! `'. /r
...--- / f / r i
/ J / ! \ t j ,:
r t \\\\I\ { k I �\ \ /' r/J / / /'',r ! / , r'' i /r i I I/
/ ! .-.-- S \\\\ j i ._.f ) // rr' / j/ iI J I / /r / ! -r I \ \\ r € / / I
r
/ / \ \ \ J -' < - -" / r / I f \....... .......................... -- - - ' ..... -'-- - - - - - i !
/ - _. - / --- - - -- -
I / !\\\\ i . J-•rz -. ,� •- " t \ / / - --, / / I /., / ,' r / ! �. " / `�` I / \
/ // i \\yl;\ I I -` /. r, / / l\ ; I, i / r/ / rr r,,, \ - _...- ` _- �i r 1 1/ \,
/' // ! \\\\\ \ I/ / \,/ I [l . / ~�/ // (\ II / I 1 .l / ,O� /' "rrr --._-'/ r \ I � f ►►�`yI• / JI
t \\ ! \\ \ \ \ - // !/ // !/ / f / ! \\'\ i / / - /I \ \ : J \ - - _11-----"- - -'r- I
\\ \ / \\\ ; \\ 'r' / II r/ / rJ // i / \' / // f// l/' 1/�\ /J/' I //�\ \ -�--J Q „ It
jI /! rte' \\ }, r'- / ! r/ 1 � rJ � //� ,// ! ,� / i/ ! ! % / \ - _ -_. !
/ J J // , J I /
/ \/ \ / / /
\ ! r
r!- r
,/ .r' -"r-_.-.-- 0 ........_..-- . I f � i I i/ // /-..- ! I / // i 11 r i / --r -- -
/ / J
j , r , ., - _.. --• , \ - \ 1 1 I % I I \ 1 J! / r \ J / \\\ ( ! / / 1 ! / I !'/ C
! 1 i %
hO
o 4
•�
I COD coca m
mo
a
w 'c
o
C
o
� �
o
V
E
02
cQ
f>�
7
O
b
�
a
co
NOR 0�
4
DAVID T. ANHOLD
v
a
CERTIFICATE No.
000311
b
LAIVDSCAYB
Revisions:
NO. DESCRIPTION
DATE
7-
-05
3-6-06
5-3-06
-06
0
z
or
Z
ov14i
N
L
LA-
d
n�
nw
F --'--I
A
F
A
�
R0
-0
T �
V 1
Pq
C5
u
ao�
A
V
3
O
t
H
Ln
o
N
Q
00
N
cu
+'
d
u
H
H
L'
C
d
L
3Or
C5
L
+b
d
Q
A
A
1--�-1
W
�
Z
C) w
®
U
w z
cn�3--
z o
�
a �
Z
�
E--4 w
o
Z
a
w
a o
C) x
�
w
w
E --i
w
Q w
gel
ul
1-4 z
E-1
z o
p
w
C:)
x
0
L
a
Sheet No:
S 15 of