HomeMy WebLinkAboutWPO201200001 Plan - Stormwater Stormwater Management Plan 2012-05-11w
wHEET NO. DRAWING NO.
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G-1
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C-2
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C-3
4
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5
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C-6
{ 7
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9
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C-10
11
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C-11
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C-14
15
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16
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C-16
17
OF
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C-17
FA %A
mob
mm,
TITLE
ADDRESSED
EEEHE)
AND VDOT COMMENTS
PROFFERS
ADDRESSED
GENERAL NOTES AND LEGEND
OF
EARTHWORK SPECIFICATIONS
C-18
VDOT, ROAD AND PAVEMENT CONSTRUCTION
NOTES
EXISTING SITE CONDITIONS
OF
OVERALL PLAN AND SHEET LAYOUT
C-19
GRADING PLAN
STORM DRAIN PLAN AND PROFILE
STONEFIELD BOULEVARD PLAN AND
PROFILE — STA. 10+00 TO STA. 20+50
STONEFIELD BOULEVARD PLAN AND
PROFILE — STA. 20+50 TO STA. 26+75.17
EROSION AND SEDIMENT CONTROL
NARRATIVE
EROSION AND SEDIMENT CONTROL
PLAN
EROSION AND SEDIMENT CONTROL
DETAILS
PAVEMENT MARKING AND SIGNAGE
PLAN
TYPICAL SECTIONS AND DETAILS
OF
VDOT STANI BARD DETAILS
C-21
VDOT STANDARD DETAILS
DIRAINAGE AREA MAP
27 OF 27
C-27
ROADWAY PHOTOMETRIC STUDY
NOTE:
1. STONEFIELD BOULEVARD IS NOW CHANGED TO DISTRICT AVENUE PER THIS NOTE.
2. THIS AMENDMENT DESIGN REVISES STONEFIELD BOULEVARD (DISTRICT AVENUE) TO A PRIVATE
STREET. THIS INVOLVES A SHIFT OF THE SIDEWALK AND PLANTING AREAS, REMOVAL OF THE
GUTTER PAN NORTH OF THE INTERSECTION WIITH HOUSTON STREET, ADDITION OF THE RIGHT
TURN LANE AT THE INTERSECTION WITH BLACKBIRD LANE, REVISIONS TO BIOFILTER ON
STONEFIELD BOULEVARD (DISTRICT AVENUE), AND RELATED REVISIONS.
3. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44, AND EX45 SHOWN ON THESE
PLANS REPLACES STORM PROFILE APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT
PLANS WPO 2010-00023 FOR GRADE AND LOCATION.
1
ADDRESSED
COUNTY
AND VDOT COMMENTS
2
ADDRESSED
18
OF
27
C-18
SEE NOTE 2 ON DWG. C-1
SITORM DRAIN PROFILES
19
OF
27
C-19
ADDRESSED
STORM DRAIN PLAN AND PROFILE
COMMENTS
23, and 24.
TM
61W,
SQUARE
MALL
STRUCTURES 45 TO 22
20
OF
27
C-20
SITORM DRAIN COMPUTATIONS
21
OF
27
C-21
DIRAINAGE AREA MAP
22
OF
27
C-22
BIIOFILTER DETAILS AND CALCULATIONS
23
OF
27
C-23
BPMP CALCULATIONS
24
OF
27
C-24
LANDSCAPE PLAN AND DETAILS
25
OF
27
C-25
/
LANDSCAPING DETAILS, NOTES AND SCHEDULES
26
OF
27
C-26
BIIOFILTER LANDSCAPE PLAN
g r
9
27 OF 27
C-27
ROADWAY PHOTOMETRIC STUDY
NOTE:
1. STONEFIELD BOULEVARD IS NOW CHANGED TO DISTRICT AVENUE PER THIS NOTE.
2. THIS AMENDMENT DESIGN REVISES STONEFIELD BOULEVARD (DISTRICT AVENUE) TO A PRIVATE
STREET. THIS INVOLVES A SHIFT OF THE SIDEWALK AND PLANTING AREAS, REMOVAL OF THE
GUTTER PAN NORTH OF THE INTERSECTION WIITH HOUSTON STREET, ADDITION OF THE RIGHT
TURN LANE AT THE INTERSECTION WITH BLACKBIRD LANE, REVISIONS TO BIOFILTER ON
STONEFIELD BOULEVARD (DISTRICT AVENUE), AND RELATED REVISIONS.
3. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44, AND EX45 SHOWN ON THESE
PLANS REPLACES STORM PROFILE APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT
PLANS WPO 2010-00023 FOR GRADE AND LOCATION.
1
ADDRESSED
COUNTY
AND VDOT COMMENTS
2
ADDRESSED
COUNTY
COMMENTS
4
PRIVATE STREET DESIGN,
SEE NOTE 2 ON DWG. C-1
5
ADDRESSED
COUNTY
COMMENTS
6
ADDRESSED
COUNTY
COMMENTS
N0,
SHEET REVISION
JDB_9/14/11_
61W,
JDB
9/27/11
JDB
12 22/11
JDB
1/27/112
JDB
3/9/12
BY I DATE 1 N0,
SHEET REVISION
l
wvvPO# 2011-00036
JUNE 16, 2011
VICINITY
61W,
PARCEL
3-19A
THE PROPERTY AS
SHOWN ON THIS
PLAN IS THE PROPERTY
0
PLACE EAAP, LLC,
BY THAT CERTAIN
DEED DULY ON RECORD
�a
CIRCUIT COURT OF
THE COUNTY OF
i1'�
D.B. 3483, PG. 698, AND IS
J�
MAP PARCELS(S)
QQ4'u0
FASHION
23, and 24.
TM
61W,
SQUARE
MALL
3-25
WHI7EWOOD
F,
RD
P�
�'-----�
SITE
-
o<
�O�
SEMINOLE
SQUARE
/
SHOPPING
S� CENTER
g r
9
US H`NY 29/250
gYPAss
'9
G
z
P
-13
o"
VIC ITY MAP
SCALE: 1 "=2000'
1-3Y I DAT F_
PRELIMINARY PLAN EXHIBIT
(FOR. REFERENCE ONLY)
SCALE: 1 "=400'
;� Lic;. No. 0422Y
,
O �+
s., ..Y NAL ..►
TH OF
ENGUNEERS
SURVEYORS
PLANNERS
AsSOCIATES
p0 Box 4119 3040 Avemore Square P1.
Lynchburg, VA 24502 Chulottesville, VA 22911
Phone_ 434.316.6080 Phone: 434.984.2700
wvnv.wwassociates. net
DEVELOPER/APPLICANT:
ENGINEER:
ALBEMARLE PLACE EAAP, LLC
7200 WISCONSIN AVENUE
SUITE 400
BETHESDA, MD 20814
(301) 652-7400
ATTN: THOMAS R. GALLAGHER
EMAIL: TGALLAGHER@EDENSANDAVANT.COM
WW ASSOCIATES, INC
3040 AVEMORE SQUARE PLACE
CHARLOTTESVILLE, VA 22911
(434) 984-2700
ATTN: HERBERT F. WHITE III, P.E.
EMAIL: HWHITE@WWASSOCIATES.NET
SOURCE OF TITLE:
61W,
PARCEL
3-19A
THE PROPERTY AS
SHOWN ON THIS
PLAN IS THE PROPERTY
CONVEYED UNTO ALBEMARLE
PLACE EAAP, LLC,
BY THAT CERTAIN
DEED DULY ON RECORD
IN THE CLERK'S OFFICE OF THE
CIRCUIT COURT OF
THE COUNTY OF
ALBEMARLE, VIRGINIA IN
D.B. 3483, PG. 698, AND IS
INDICATED AS TAX
MAP PARCELS(S)
TMP 61W -3-19A, 19B,
23, and 24.
SOURCE OF BOUNDARY SURVEY:
SOURCE OF TOPOGRAPHY:
COUNTY, STATE:
MAGISTERIAL DISTRICT:
TAX MAP/PARCEL:
ZONING:
OVERLAY DISTRICT:
KIRK HUGHES & ASSOCIATES
DATED: APRIL 10, 2008
REVISED: DECEMBER 18, 2009
KIRK HUGHES & ASSOCIATES
DATED: APRIL 10, 2008
REVISED: DECEMBER 18, 2009
& BY AERIEL SURVEY, AIR SURVEY, CORP,
STERLING, VIRGINIA JANUARY 28, 1996
ALBEMARLE COUNTY, VA
JACK JOUETT
TM
61W,
PARCEL
3-19A
TM
61W,
PARCEL
3-19B
TM
61W,
PARCEL
3-23
TM
61W,
PARCEL
3-24
TM
61W,
PARCEL
3-25
NMD (NEIGHBORHOOD MODEL DISTRICT)
ENTRANCE CORRIDOR
NOTE:
1. EXISTING CONDITIONS HAVE BEEN MODIFIED TO DEPICT PRIOR PLAN DATA FOR COORDINATION PURPOSES.
2. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS:
• ALBEMARLE PLACE/EROSION AND SEDIMENT CONTROL PLAN (WP02009-00074)
• ALBEMARLE PLACE/ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP02008—(00068) AS
PREPARED BY VIKA
• ALBEMARLE PLACE TOWN CENTER/ACSA OFF—SITE SANITARY SEWER PLAN
• ALBEMARLE PLACE TOWN CENTER/CITY OF CHARLOTTESVILLE OFF—SITE SANITARY SEWER
• ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN (WP02010-00023)
• STONEFIELD BUILDING C1—IV FINAL SITE PLAN
• STONEFIELD TOWN CENTER — FINAL SITE PLAN AMENDMENT
3. VDOT ROAD CLASSIFICATION FOR STONEFIELD BOULEVARD IS URBAN COLLECTOR.
UE:SIGNE--0 BY: PROJEC' : AMENDMENT TO
`1DB
STONEFIELD BOULEVARD ROAD PLAN
DRAWN BY:
KTM ALBEMARLE COUNTY, VIRGINIA
——.___-- TITLE:
DIHR BY: COVER SHEET
HFW - --
WWA NUMBER: FILE NAME: DISCIPLINE_: SCALE: DATE:
208026.02 8Q2602C C-Ol.dwg Civr� H: AS SHOWN 6 16111
V: N/A
SET REV. N0,
6
DRAWING NUMBER:
C-1
SHEET NUMBER:
1 of 27
6
IF
10. -akl
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1" == 50`
50^ U 50'
P> " 1. =TRAFFIC ANALYSIS INTERSECTION Et:t
C6 C, 2. INTERSECTION (�3) IS _A__,4,_ -WAY --STO 496—
bi
3. INTERSECTIONS AND ARE THR U CONDITIONS FOR STONEFIELD
4. H`EDESIGN OF THE INTERSECTION [OF STO�EFIELD BOULEVARD (DISTRICT
AVENUE) AND BLACKBIRD LANE. THIS INTERSECTION WILL BE REVIEWED
WHEN THE CONSTRUCTION DOCUME TS FOR BLOCK F, BLOCK G, OR THE
PERMANENT EXTENSION OF STONER LD BOULEVARD (DISTRICT AVENUE) TO -
77 E-4 ROUTE 29 IS SUBMITTED. 'T_
1.0' SIGHT
8954
DISTANCE 9388 9378
0068 9986 —
/0127 029 EASEMENT ---
tS I TC 9428 9424
TC
-- ----- - 777
SA
ON
LM
OBJ
� 'Y�
`^ / F— � , |��
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--- --- --� /
(2 91��
TOP AND BOTTOM|
` ---- / " C�l / �� |
~ CLEAR) / |
u ` /
L_ .
U-|� // p� /' --- --- --- —_|_Ao
/
--- --- ___ � `�--' __~~ � |�
� mm --- ^ -- '
' ' -- 1JJ SIGHT / |
DISTANCE / m
==�
EASEMENT
13 E
[U
\ // ~' // 'K
ca
|F THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE 1" `
�
i | -
\
�n
]�
|
m 8
�
| |
/ 43
| > ~~
� ~
'54~
'
3V 91 ---1.0'-^ SIGHT
8932
|9127 It DISTANCE
98 | EASEMENT 8978
00
9207CX
__��
7C_
ca
CN
1 CHANGED RIGHT TURN LANE TO THROUGH LANE AND ADDED SITE
2 REVISED STOP BARS ON THROUGH LANES AT INTERSECTION 6
4 PRIVATE STREET!DESIGN, SEE NOTE 2 ON DWG.
co 5 ADDED GR -2 GUARDRAIL AT DISTRICT AVE. BIOFILTER
CN
JDB 9/14/11
JDB 1/27/112
N 0. 1 SHEET REVISION I BY I DATE I NO. I S14EET REVISION
1725
TC
7
1\1 \
NIIAQfll n(
SCREENING `'-� 3: s`Y3
REFER TO c�ONE�'ALD TOWN°ENTER FINAL 'Zu
ITE' uT'
m'
��v,��
"482.3
ENGINEERS
SURVEYORS
PLANNERS
AsSOCIATES
PO Box 4119 3040 AvQmoro Square Pl.
Lynchburg, VA 24502 CharlottesvUle, VA 22911
Phone: 434.316.6080 Phone: 434.984.2700
ASPHALT �
60" NORTH DIVERSION PIPE. REFER TO
ALBEMARLE PLACE TOWN CENTER EROSION
AND SEDIMENT CONTROL PLAN,
VVP(}2009-00074 FOR DETAILS.
\
--- --- ---� ---478---� ---
DESIGNED BY: PIROJECF: AMENDMENT TO SE -T REV. NO.
STONEFIELD BOULEVARD ROAD PLAN
ORAWN BY:
011 -IR BY. GRADING PLAN C-8
HFW
-SHEET NUMBER:
WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE:
802602C-C-08.dwg CIVIL H: 1" = 50' 6116111 8 of 27
N 0. 1 SHEET REVISION I BY I DATE I NO. I S14EET REVISION
1725
TC
7
1\1 \
NIIAQfll n(
SCREENING `'-� 3: s`Y3
REFER TO c�ONE�'ALD TOWN°ENTER FINAL 'Zu
ITE' uT'
m'
��v,��
"482.3
ENGINEERS
SURVEYORS
PLANNERS
AsSOCIATES
PO Box 4119 3040 AvQmoro Square Pl.
Lynchburg, VA 24502 CharlottesvUle, VA 22911
Phone: 434.316.6080 Phone: 434.984.2700
ASPHALT �
60" NORTH DIVERSION PIPE. REFER TO
ALBEMARLE PLACE TOWN CENTER EROSION
AND SEDIMENT CONTROL PLAN,
VVP(}2009-00074 FOR DETAILS.
\
--- --- ---� ---478---� ---
DESIGNED BY: PIROJECF: AMENDMENT TO SE -T REV. NO.
STONEFIELD BOULEVARD ROAD PLAN
ORAWN BY:
011 -IR BY. GRADING PLAN C-8
HFW
-SHEET NUMBER:
WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE:
802602C-C-08.dwg CIVIL H: 1" = 50' 6116111 8 of 27
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1 50'
50' 0 50'
NOTE:
WATER AND SANITARY SEWER UTILITIES
TO BE DESIGNED UNDER SEPARATE
SITE PLANS.
CONNECTION NOTE:
CONNECT' O EXISTING HYDRAULIC ROAD
IMPROVEMENTS PLAN BY VIKA (WP02008-00068)
IN LINE AND ON GRADE. PROVIDE SMOOTH
TRANSITION AND ENSURE POSITIVE DRAINAGE.
NAWWATAMIMIL01
ROAD CLASSIFICATION - URBAN COLLECTOR
DESIGN SPEED - 25 MIPH
POSTED SPEED - 25 MiPH
IF THIS DRAWING IS A REIDUCTION
GRAPHIC SCALE MUST BE' USED
VERT: 1"= 10'
10' 0 10'
50' 0 50'
HORZ: 1 " = 50'
1
LINE TABLE
JDB
LINE
BEARING
LENGTH
Ll
N35*2 1'1 3"E
75.74
L2
S23*35'24"W
12.36
L3
N 3 5' 2 1 '47"E
159.31
L4
N39' 1 O'38"E
85.26
L5
N 3 5'2 1 '47"E
55.28
L6
N31 *32'5 i"E
78.94
L7
N35 -21:13::E
229.20
L9
S54*38 47 E
1 53.69
CONNECTION NOTE:
CONNECT' O EXISTING HYDRAULIC ROAD
IMPROVEMENTS PLAN BY VIKA (WP02008-00068)
IN LINE AND ON GRADE. PROVIDE SMOOTH
TRANSITION AND ENSURE POSITIVE DRAINAGE.
NAWWATAMIMIL01
ROAD CLASSIFICATION - URBAN COLLECTOR
DESIGN SPEED - 25 MIPH
POSTED SPEED - 25 MiPH
IF THIS DRAWING IS A REIDUCTION
GRAPHIC SCALE MUST BE' USED
VERT: 1"= 10'
10' 0 10'
50' 0 50'
HORZ: 1 " = 50'
1
CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED VERTICAL
JDB
CURVE TABLE
SHEET NUMBER:
9 of 27
6/1'
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD BEARING
CHORD
Cl
62,16
302.77
11'45'49"
31.19
N29'28'19"E
62.06
C2
57.26
300.00
10*56'07"
28.72
N 18*07'21 "E
57.17
C3
118.901
300-00
22*42'30"
60.24
524°00'32"W
118.12
C4
19.97
300.00
3*48'51 "
9.99
S37* 16' 12"W
19.917
C5
19.97
300.00
3'48'51 "
9.99
N37' 16'1 2"E
19.917
C6
19.971
300.00
3*48'51 "
9.99
N33'27'22"E
19.917
C7
33.201
500.00
3*48'17"
16.61
S33*27'05"W
33.210
C8
134.89
400.00
19* 19'16"
68.09
S45!00'51 "IN
134.25
C9
134.89
400.00
19-19'16"
68.09
N45*00'51 "E
134.25
C10
1 51.791
1 771.00
1 3'50'54"
25.90
N52*43'20"W
51.78
CONNECTION NOTE:
CONNECT' O EXISTING HYDRAULIC ROAD
IMPROVEMENTS PLAN BY VIKA (WP02008-00068)
IN LINE AND ON GRADE. PROVIDE SMOOTH
TRANSITION AND ENSURE POSITIVE DRAINAGE.
NAWWATAMIMIL01
ROAD CLASSIFICATION - URBAN COLLECTOR
DESIGN SPEED - 25 MIPH
POSTED SPEED - 25 MiPH
IF THIS DRAWING IS A REIDUCTION
GRAPHIC SCALE MUST BE' USED
VERT: 1"= 10'
10' 0 10'
50' 0 50'
HORZ: 1 " = 50'
1
CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED VERTICAL
JDB
9/14/11
SHEET NUMBER:
9 of 27
6/1'
CURVE AT STA. 15+08.23 AND STOPPING SIGHT DISTANCE TO PROFILE,
. .. ....... ......
REVISED MEDIAN AT MAIN STREET INTERSECTION
2
4
REVISED NOTES PER NEW INTERSECTION CONFIGURATION
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
9/27/11
JDB
12/22/11
5
NO.
ADJUSTED MEDIAN AT DISTRICT AVENUE AND BOND STREET INTERSECTION;
ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER.
SHEET REVISION
JDB
1/27/12
BY
GATE
NO.
NOTES: (A
w
=TRAFFIC ANALYSIS IN I ERSECTION LABELS
J>
2. INTERSECTION 3 IS A 4 i WAY STOP CONDITION. 10
3. INTERSECTIONS A D lTb 1 ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD.
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+ 0 Voo 43.4 (43.3, -18 00 MS -1A c�20 0
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MS -1A 17+qojP
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SAN SAN
42,
CG -12B Q! J
7 J w II II CG1-2A R=45' BIOFILTER
25' BOUNDARY BUFFER
P z
REFER TO DWG NO. C-22
0 z LL 0
00 0 DETAILS -1 1 FOR BIOFILTER DETAILS
V) F_ U-
0 m:
Z I-_ 0 0 0 u�
Z V) I- I-_ p: J5'21'13" W-834.23'
af z [if x �D P
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0 x 00) < <
"o Lli bi _r uj Go < 04 1,j 6
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A 04 r�, < C14 0 3- "q, 0 LO
V) •< 0� g4 0)00
,c5\ O"w '400 Z 0
1 - 0 -REEN
REFER-TO----STONEFIELD
C ING WALL_--�_I-:2+ r -C14 M 0 + ud (0 uj -4-N/F ki R HR'0 + I :D (0 + CK + + 0 OW 4 w + +
< < K') 001 V-) no to X ul) <I 0 0 SYSTEM')'
z L -i (--)' - N C14
FINAL SITE PLAN AMENDMENT FOR < <
Z C4 Z (N z z ZoNi I
< LL_ I
uj V) �; LL_ Z LL_ In
m m V) Ld V) 0 Lli U) 0 M ;Zt f rl
4 ' z u- z w LLI Li- I �� % -Z
LLJ 0 m -v) 0 12 0 1 6 1 DETAILS. llui
0 Ld M Z LLI 1-0 -,
Ld Z Ui V) LL L.Li M V) �A(� �]D 11'1[� I
F
0 Ldm MMV)00 Llj
�� � ' I I
STONEFIELD BLVD - PLAN ELE�-C.N___ 4 8 2.3_2
VA:T-
STA. 10+00 TO STA. 20+50 ASPHALT
PARKING
ROAD CLASSIFICATION - URBAN COLLECTOR j M
DESIGN SPEED 25 MPH
POSTED SPEED 25 MPH
----DRAWING
SET REV. NO.
6
NUMBER
C-9
SHEET NUMBER:
9 of 27
6/1'
V2
NOTE:
WATER AND SANITARY SEWER UTILITIES
TO BE DESIGNED UNDER SEPARATE
SITE PLANS,
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE ',MUST BE USED
SCALE: 17 = 50'
m
50'
0
z
w
NOTES:
1. � =TRAFFIC ANALYSIS INTERSECTION LABELS
2. INTERSECTION IS A 4 -WAY STOP CONDITION.
3. INTERSECTIONS AND (.) ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD.
4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND
BLACKBIRD LANE I,HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN
THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION
OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED.
v
I
1
LINE TABLE
JDB
LINE
BEARING
LENGTH
L5
N35'21'47"E
55.28
L6
N31*32'56"E
78.94
L7
N35*21'13"E
229.20
L8
S35'21'13"W
377.87__j
0
z
w
NOTES:
1. � =TRAFFIC ANALYSIS INTERSECTION LABELS
2. INTERSECTION IS A 4 -WAY STOP CONDITION.
3. INTERSECTIONS AND (.) ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD.
4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND
BLACKBIRD LANE I,HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN
THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION
OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED.
v
I
1
CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING
JDB
CURVE
TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD BEARING
CHORD
C6
19.97
300.00
3*48'51
9.99
N33'27'22"E
'19.97
C7
33.20
500-00
3-48'17-
16.61
533*27'05"W
33.20
C8
134.89 ii,
400.00
19#19'16 68.09
S45°00'51 "W
134.25
C9
134.89 i
400.00
1 19' 19'16" 1 68.09 1
N45'00'51 "E
124.52�
0
z
w
NOTES:
1. � =TRAFFIC ANALYSIS INTERSECTION LABELS
2. INTERSECTION IS A 4 -WAY STOP CONDITION.
3. INTERSECTIONS AND (.) ARE A THROUGH CONDITIONS FOR STONEFIELD BOULEVARD.
4. THE DESIGN OF THE INTERSECTION OF STONEFIELD BOULEVARD (DISTRICT AVENUE) AND
BLACKBIRD LANE I,HAS YET TO BE APPROVED. THIS INTERSECTION WILL BE REVIEWED WHEN
THE CONSTRUCTION DOCUMENTS FOR BLOCK F, BLOCK G, OR THE PERMANENT EXTENSION
OF STONEFIELD BOULEVARD (DISTRICT AVENUE) TO ROUTE 29 IS SUBMITTED.
v
I
1
CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR, ADDED STOPPING
JDB
9/14/111
ENGINEERS
DRAWN BY:
SURVEYORS
SIGHT DISTANCE TO PROFILE
KTM
PLANNERS
------
ASSOCIATES
DIHR BY
2
REVISED NOTES FOR NEW INTERSECTION CONFIGURATION
JDB
9/27/111
Phone: 434 316.6080 Phone-. 4314.984 .2700
wwwmwassociate&nct
208026.02
4
)ESIGN, SEE NOTE 2 ON DWG. C-1
PRIVATE STREET DESIGN,
JDB
12/22/11
5
ADDED GR -2 GUARDRAIL AT DISTRICT AVENUE BIOFILTER
JDB
1/27/12
6
MODIFIED GR -2 GUARDRAIL AT BIOFILTER
I
JDB
319112
— — -- ----
NO,
- — ---- ------
SHEET REVISION
BY
DATE I
-NO.
------ -
SHEET REVISION
L BY
DA-
\\\\\\\ \ I
ROAD CLASSIFICATION - URBAN COLLECTOR
DESIGN SPEED - 25 MPH
POSTED SPEED - 25 MPH
/ L
\J
530
DE --SIGNED BY:
W A
JDB
ENGINEERS
DRAWN BY:
SURVEYORS
KTM
PLANNERS
------
ASSOCIATES
DIHR BY
530
PO Box 4119 3040 Avemme Square Pl.
Lynchburg, VA 24502 Chulottesvill1e, VA 22911
WWA NUMBER:
Phone: 434 316.6080 Phone-. 4314.984 .2700
wwwmwassociate&nct
208026.02
525
525
----------
520
515
K
--3-146---
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co
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ct
20+00 20+50 21+00
Lic.No. 0422f Y
or
0,,'!'0XAL
21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
26+00 26+50
WIF-AW-40-MIMMOWNFAMMM
ROAD CLASSIFICATION - URBAN COLLECTOR
DESIGN SPEED - 25 MIPH
POSTED SPEED - 25 MPH
IF THIS DRAWING IS A REDUCT`101�
GRAPHIC SCALE MUST BE USIED
10'
10,
z;
50 0 50'
HORZ: 1" = 50'
PROJECT: AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
TITLE:
STONEFIELD BOULEVARD PLAN AND PROFILE
STA. 20+50 TO STA. 26+75.17
FI L E NA M E:IPLINE: SCALE. DATE:
" = 50'
802602C -C- 1 O.dwg — [CO �V�ICL H: 1 V: 10 = 10, 0/ 1 DIV 11
SET REV. NO.
6
DRAWING NUMBER:
C-10
SHEET NUMBER:
10 of 27
DE --SIGNED BY:
W A
JDB
ENGINEERS
DRAWN BY:
SURVEYORS
KTM
PLANNERS
ASSOCIATES
DIHR BY
HFW
PO Box 4119 3040 Avemme Square Pl.
Lynchburg, VA 24502 Chulottesvill1e, VA 22911
WWA NUMBER:
Phone: 434 316.6080 Phone-. 4314.984 .2700
wwwmwassociate&nct
208026.02
26+00 26+50
WIF-AW-40-MIMMOWNFAMMM
ROAD CLASSIFICATION - URBAN COLLECTOR
DESIGN SPEED - 25 MIPH
POSTED SPEED - 25 MPH
IF THIS DRAWING IS A REDUCT`101�
GRAPHIC SCALE MUST BE USIED
10'
10,
z;
50 0 50'
HORZ: 1" = 50'
PROJECT: AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
TITLE:
STONEFIELD BOULEVARD PLAN AND PROFILE
STA. 20+50 TO STA. 26+75.17
FI L E NA M E:IPLINE: SCALE. DATE:
" = 50'
802602C -C- 1 O.dwg — [CO �V�ICL H: 1 V: 10 = 10, 0/ 1 DIV 11
SET REV. NO.
6
DRAWING NUMBER:
C-10
SHEET NUMBER:
10 of 27
10' 9'-W, 161
REVISED PAVEMENT MARKINGS TO REFLECT THROUGH CONDITION AND
------ --- - - -- -- - ------ ------ --- --- -- ---- -- -- _ -- ----- ---
REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION,_-
middle unit
end unit
124
C
2"x (8" to 12') boards 4"x 4" posts, 8' Yong
-1
V ,�o
Ground line
(STANDARD TRAFFIC
This barricade is to be placed at the end of all dead end streets.
Lumber dimensions are nominal sizes.
The reflectorized area shall have a smooth, sealed encapsulated lens material
outer surface. The predominant color for other barricade components shall be white, except
that unpainted galvanized metal or aluminum components may be used. Because of their
vulnerable position and possible hazard they could create, barricades should be constructed
of light weight material and have no rigid stay bracing.
Planks are to be fastened to posts with 2 - 3/8" x 6 1/2"carriage bolts and washers or
with 2 - 7/16"x 4" lag ,screws and washers. Bolts and screws are not to be placed closer
than 2" from the edge of planks.
The following note shall',, appear on all plans: "The barricade shall be removed at such time
as the need no longer exists, as determined by the Director." If the barricade is within
VDOT R/W, a permit is needed for its removal.
CHARACTERISTICS
Color of stripes Reflectorized red and reflectorized white
Width of rail 8" min. - 12" max.
Number of reflectorized rail faces 3 if facing traffic in 1 direction
6 if facing traffic in 2 directions
This barricade and other ;traffic barricades are described in the latest edition of
VDOT's Work Area Protection Manual Standards and Guidelines and MUTCD.
JDB
9/77/1 i
STD. NO.
___—
STANDARD TRAFFIC BARRICADE
DIHR Dy:
H1 V41
-
---
---.--__--
TB -1
SIGNAGE AND STRIPING LEGEND
ID ITEM SPECIFICATION DESCRIPTION
STOP SIGN
(MUTCD W1-1) SINGLE POST \OP
RESIDENTIAL
❑2 SPEED LIMIT SIGN - 25 MPH IM
(MUTCD R2 -1C)
BLOCK # SPACE
DIRECTIONAL
24
2400 0- ARROW
ROAD NAME SIGN (NAME) TR SUFFIX SPACE
'31SINGLE POST' SR 29 STATE ROUTE #
SPACE
ROAD NAME
SPACE
® KEEP RIGHT `.SIGN
(MUTCD R4-7)
0 6" SINGLE SOLID WHITE LINE (TYP)
® 4" SINGLE SOLID YELLOW LINE (TYP)
771 4" DOUBLE SOLID YELLOW LINE (TYP)
® 4" SINGLE SOLID WHITE LINE (TYP)
® 4" SINGLE BROKEN LANE WHITE LINE
10 4" SINGLE MINI -SKIP WHITE LINE
11 24" SINGLE SOLID WHITE LINE (TYP)
12 PAVEMENT MESSAGE MARKING (TYP)
13 NONVEHICULAR PEDESTRIAN AHEAD A
(MUTCD 11-2 & W16 -9P) /
AHEAD
14 DEAD END AHEAD DEAD
S.
(MUTCD W14-1 & W16 -9P) 1END
AHEAD
�N
SIGNALIZED INTERSECTION. SEE
ALBEMARLE PLACE/ROAD IMPROVEMENT
PLAN RT29 AND HYDRAULIC ROAD
(WP02008-00068) AS PREPARED BY
VIKA. A
�0
ill 4
�N
,ARKIN I I�. I
< I ;�
I �l
X,
0
00
SIGNAGE NOTES:
1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST VDOT ADOPTED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR THE TYPE
REFERENCED FOR SIZE AND MESSAGE. ALL PEDESTRAIN CROSSING SIGNS SHALL BE HIGH VISIBILITY, FLOURESCENT YELLOW -GREEN.
2. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITIONi ALL SIGNS WITHIN THE RIGHT-OF-WAY OF
THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, SECTION 1328.10, TRAFFIC CONTROL DEVICES, USP -1 U -TYPE STEEL POSTS CSD 2
LBS/LF. U -TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 FT MINIMUM TO 3.5 FT MAXIMUM. THE TOP OF A SIGN SHALL BE FLUSH WITH THE
TOP OF THIS POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST.
3. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP-1.
TEMPORARY BARRIER
(STANDARD TRAFFIC
BARRICADE TB -1)
Z
F-11 M
FINAL SITE PLAN AMENDMENT FOR
I DETAILS.
B r N CT---- AS K `\ - -- — - - ---- -- - --
EL_E_�AT1-0 l = 482.32 - _\
C.
01
�-
TEMPORARY BARRIER
(STANDARD TRAFFIC
BARRICADE TB -1)
n u W
TEMPORARY BARRIER E-4
(STANDARD TRAFFIC
BARRICADE TB -1)
O
SYS-rE S CORP.
ZO ED: I_ -I
' (LhGI l ir)�'11-1-
srRlA\�
'A" a L. Ir D s RInL.
ASPHALT
PARKING
'n ]A]
TEMPORARY BARRIER
(STANDARD TRAFFIC
BARRICADE TB -1)
INIERCOM
•
0
_SCREENIN A _-L
-�\ REFER-TG--ST-ONEFLELD TOWNCEN E
FINAL SITE PLAN AMEND NT
I � DETAILS.
BENCffit-- AARK
I R 07\T -R - I� 1
ELEVA� N = 4 82.3�-
n _ -
o .o
CONC
20+�
W
IF THIS DRAWING IS A REDUCTION z 0
GRAPHIC SCALE MUST BE USED = Li
m
SCALE: 1 " = 50'
W
t/7
50' 0 50'
13
6 -
12--
121+oa
4 - - 7 10
R
�-2 �J
_ _ _ — — — -
EP S 315'21`13" 834.23'
T/7777--_� P W,
N/F NOR H �0f
SYSTF. S
ZO E:I)
AND U
RARY BARRIER
DARD TRAFFIC
ICADE TB -1)
ASPHALT
PARKING
IF THIS DRAWING IS A REDUCTION
GRAPHIC
SCALE:
f 0
1
----
REVISED PAVEMENT MARKINGS TO REFLECT THROUGH CONDITION AND
------ --- - - -- -- - ------ ------ --- --- -- ---- -- -- _ -- ----- ---
REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION,_-
JDB
W
124
_
9
TEMPORARY BARRIER
(STANDARD TRAFFIC
�
BARRICADE TB -1)
SET REV. NO.
6
Z
F-11 M
FINAL SITE PLAN AMENDMENT FOR
I DETAILS.
B r N CT---- AS K `\ - -- — - - ---- -- - --
EL_E_�AT1-0 l = 482.32 - _\
C.
01
�-
TEMPORARY BARRIER
(STANDARD TRAFFIC
BARRICADE TB -1)
n u W
TEMPORARY BARRIER E-4
(STANDARD TRAFFIC
BARRICADE TB -1)
O
SYS-rE S CORP.
ZO ED: I_ -I
' (LhGI l ir)�'11-1-
srRlA\�
'A" a L. Ir D s RInL.
ASPHALT
PARKING
'n ]A]
TEMPORARY BARRIER
(STANDARD TRAFFIC
BARRICADE TB -1)
INIERCOM
•
0
_SCREENIN A _-L
-�\ REFER-TG--ST-ONEFLELD TOWNCEN E
FINAL SITE PLAN AMEND NT
I � DETAILS.
BENCffit-- AARK
I R 07\T -R - I� 1
ELEVA� N = 4 82.3�-
n _ -
o .o
CONC
20+�
W
IF THIS DRAWING IS A REDUCTION z 0
GRAPHIC SCALE MUST BE USED = Li
m
SCALE: 1 " = 50'
W
t/7
50' 0 50'
13
6 -
12--
121+oa
4 - - 7 10
R
�-2 �J
_ _ _ — — — -
EP S 315'21`13" 834.23'
T/7777--_� P W,
N/F NOR H �0f
SYSTF. S
ZO E:I)
AND U
RARY BARRIER
DARD TRAFFIC
ICADE TB -1)
ASPHALT
PARKING
IF THIS DRAWING IS A REDUCTION
GRAPHIC
SCALE:
f 0
1
----
REVISED PAVEMENT MARKINGS TO REFLECT THROUGH CONDITION AND
------ --- - - -- -- - ------ ------ --- --- -- ---- -- -- _ -- ----- ---
REMOVED TB -1 AT STONEFIELD BLVD AND FIRST STREET INTERSECTION,_-
JDB
9/14/1 1
ON LEFT TURN LANES FOR INTERSECTIONS AT STA. 17+11 & 20+00; _
--- ------ —---------- --- ____---- --------- --
CHANGED DOUBLE SOLID YELLOW LINE FROM 6" TO 4" WIDTH __
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
_
_
#0 ®�
Tx ox
�1
�"
O
,� Lie. No. 0422
�.n 1/a �,�'
%a ��
ss
Ip E
fit`« NAL
A.WDESIGNED
-�-
E*tGH, EERS
SURVEYORSKTM
PLA�NERS
S S O C I .1 E'
-P--- _= _� _ _-----
O Box 4119 3040 Avemone Square Pl.
Lynchburg, VA 24502 CharlonesAlle, VA 22911
Phone_ 4343166080 Phone: 434.984_2700—
-
www.wwassociates.net
BY:
Jos
PF'OJFC I:
AMENDMENT TO
NEFIELD BOULEVARD ROAD PLAN
ST®
ALBEMARLE COUNTY VIRGINIA
'--
SET REV. NO.
6
-- ----
- --
--
- -
2
---
---- ------ -- -- __._.--- -- - - - - -- -- — --- - --
" "
CHANGED 6 SINGLE SOLID YELLOW UNE TO 4 , ADDED MEDIAN
STRIPING AT MAIN STREET INTERSECTION
- - - - - - - - ------
REVISED PAVEMENT MARKINGS AND SIGNAGE PER NEW INTERSECTION-
----- --- -- - - -- -
CONFIGURATION
a
4
JDB
-
12/22/11
--- -- --- --- -
DRAWN B(:
DRAWING NUMBED':
C-14
-- -
TITLE:
PAVEMENT MARKING AND SIGNAGE PLAN
—
JDB
9/77/1 i
_ _ __
-- ---- -- - -- ------ - - --
___—
______
DIHR Dy:
H1 V41
-
---
---.--__--
__--- --
—----___--.
- -
SHEET NUMBER:
S C
14 of 27
WWA NUMBER:
0
20802 2
_
FILE NAME.
802602C_C-14.dwg
DI SCI PLINE:
CIVIL
-----_
SCALE_:
H: 1 " = 50'
V: 1 = 10,
—_
DA (L :
6 �
------
3
NO.
---- — - -------- ---- ---- ----- -- -- — -- ---
REVISED PAVEMENT MARKINGS AND SIGNAGE TO REMOVE STOP CONDITION
SHEET T REVISION
---
JDB
__-______
10/4/11
- -
__ __ ___- ___ _ --- _----_..____-------_-----
---- --
-
---- -- ----
BY
DA7E
N0,
- — _ _
SHE_ET REVISION
8Y"
DATE
L6
C)
cn
0
CL
IZ)
Q
sT
Q
-6
(6
N
0
aoO
0
E
q)
_Q
CN
_ZE
6.00'
SIDEWAL
-7.50'
5.00'1
RM
2%
0.50'1
OF
TREE
8.00'
SIDEWALK
2.50'
66.00' ACCESS EASEMENT
4.00'
-12.00'--12.00' -12.00' 12.00'--12.00'
.50' 2.50'
11' STRIPING- -11' STRIPING
2% EDGE EDGE 2%
SEE APGL
"4'� INSET n'
A SECTION
C-7 C-15 SCALE: 1"=10'
STONEFIELD BLVD.
STA 10+89.81 TO STA 11+97.27
TRANSITION STA 11+97.27 TO STA 14+19.34
ROAD CLASSIFICATION = URBAN COLLECTOR
DESIGN SPEED = 25 MPH
POSTED SPEED = 25 MPH
7.50'-
1 5.00'
2%
I r 0.50'
OF
TREE
-7.50'- .54.00' ACCESS EASEMENT 7.50'
.001
5.00' 5.00' -
16' 6.00,
12.00'- 12.00'--12.00' SIDEWALK
-2.50' 2.50'-
-2.50'
1' STRIPING- -1' STRIPING
EDGE 2% EDGE 2% 2%
SEE
0.50'INSET 'A'
- -
-LANDSCAPED
ISLAND
B SECTION
OF
TREE C-7 C-15 SCALE: 1"=10'
STONEFIELD BLVD.
STA 14+19.34 TO STA 14+86.53
TRANSITION STA 14+9653 TO STA 15+34.33
ROAD CLASSIFICATION -URBAN COLLECTOR
DESIGN SPEED = 25 MPH
POSTED SPEED = 25 MPH
6.00'
SIDEWALK -
25,
2%
0.50'
OF
TREE
7.50' 54.00' ACCESS EASEMENT ---7.50-
4.00' 6.00'
5.00' 5.0
4-2 12.00' -12.00' 12.00'--12.00' SIDEWALK
50' 2.50!-
0.50'-1
OF
TREE
1' STRIPING. -1, STRIPING
2% EDGE EDGE 2%
S 2%
DP"
L
SEE
�G
INSET 'A' -0.50'
C SECTION
C-7 C-15 SCALE: 1"=10,_
STONEFIELD BLVD. OF
TREE
STO)NEFIELD BLVD.
STA 15+334.33 TO STA 19+38.63
TRANSITION STA 19+38.63 TO STA 20+09,38
ROAD CLASSIFICATION = URBAN COLLECTOR
DESIGN SPEED = 25 MPH
POSTED SPEED = 25 MPH
5.50'
6.00'
SIDEWALK
6.00'
SIDEWALK
5.50'
5.00,1
2%
0.50'---
OF'
TREE
INSET 'A'
NTS
2%
0.50'1 �
OF
TREE
5.50'
5.00'
VARIABLE WIDTH ACCESS EASEMENT
4.00'
-12.00' - 12.00' - 12.00'-
.50'
1' STRIPING- -1' STRIPING
EDGE EDGE SPERRY
2% 2% 2%_ ENTRANCE
SEE PGL
INSET 'B'
D SECTION
SCALE: I "=10'
STONEFIELD BLVD.
STA 20+09.38 TO STA 21+62.41
TRANSITION STA 21+62.41 TO STA 23+12.41
ROAD CLASSIFICATION = URBAN COLLECTOR
DESIGN SPEED = 25 MPH
POSTED SPEED = 25 MPH
24.00' ACCESS EASEMENT
12.00'__T_12.00'-
.50' 1 2.5
.50'
-21.00'-
-18.50'
2% 2% 2% 2%
SEE
0.50'- INSET 'B' PGL -0.50'
OF OF
TREE rE SECTION TREE
SCALE. 1 "=10'
STONEFIELD BLVD.
STA 23+12.41 TO STA �3+24.90
TRANSITION STA 23+24.90 TO 24+74.90
ROAD CLASSIFICATION = URBAN COLLECTOR
DESIGN SPEED = 25 MPH
POSTED SPEED = 25 MPH
-36.00' ACCESS EASEMENT 34.50'
- 1 2.00'__II__ 12.00' -12.00 1-
.50' 1 2.50'
2% 2% 2%
SEE
"-
'
'\- PG
E
49.00'
-INSET
B
0.50'
OF
F SECTION TREE
SCALE: 1 "=10'
STONEFIELD BLVD.
STA 24+74.90 TO STA 26+24.90
ROAD CLASSIFICATION = URBAN COLLECTOR
DESIGN SPEED = 25 MPH
POSTED SPEED = 25 MPH
STONEFIELD BOULEVARD.
oA 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A
INSET 'B'
2.0" ASPHALT CONCRETE BASE COURSE, IM-19.OA
NTS
4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA
8.0" AGGREGATE BASE MATERIAL, VDOT NO. 21 B
2" (MIN.) TOPSOIL AND SEED
VDOT STD CG -6 INSET W; VDOT STD CG -2 INSET 'B'
APPROVED SUBGRADE
TACK COAT
PRIME COAT
UD -4 STANDARD PAVEMENT EDGE DRAIN INSET W;
UD -2 STANDARD PAVEMENT EDGE DRAIN INSET V
1
CHANGED ROAD CLASSIFICATION TO URBAN COLLECTOR
JDB
9/14/11
County
Albemarle (County Code 02) Date: Rev. 8/15111
Subdivision
The Shops at Stonefield
-
4PRIVATE
STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
9/14 '11
Engineer
WW Associates Phone -434 984-2700
�ADT
I Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements.
6
REVISED PAVEMENT SECTION
JDB
3/9/12
- - - -----------
DME
I VDOT District Materials Engineer. i
...... ...... . . .......
!EPT
Equivalent projected traffic. I
6.00
.......... ... . . ...... ----- - -- --------
liNumber of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires.)
-- ----
1%HCV
1 Percentage of the total traffic volume composed of Heavy Commercial Vehicles.
. ..... ............. .
'Resiliency Factor= Relative value of the subgrade soil's ability to withstand repeated loading,
ISSV
Soil support value of subgrade (SSV = CBR Dx RF)
IDP
;Thickness indexof proposed pavement design computed by the Conventional Pavement Design Method.
DR
'Thickness indexrequired, based on Design ADT and SSV, determined by Appendix 11.
---------
NO,
SHEET REVISION
6,(/
OAT
NO,
'31-IfFET REVISION
BY
DATE
4" MIN.
COMPACTED
SUBGRADE
1.0'. 5'-0" UNIFSs nTHFRW1qP7 MnTL-n nNi nt AKIC- 1.0,
2/ SLOPE UNLESS
Ll OTHERWISE NOTED ON PLANS
4''-VDOT
D. 57 OR 8
AGGREGATE
NOTES:
1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE.
2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5'
IN LONGITUDINAL DIRECTION.
3. UD -3 UNDERDRAINS FOR SIDEWALKS ARE NOT
REQUIRED. ACCORDING TO SOILS REPORT GENERATED
BY ECC, LLC DATED MAY 8, 2009 PLASTICITY INDEX
(PI) AT ROADWAY LOCATIONS EXCEEDING 3Y RANGE
FROM 9 TO 10. UD -3 UNDERDRAINS ARE NOT
REQUIRED WHEN PI IS LESS THAN 13.
SIDEWALK DETAIL
NOT
TO SCALE
i
Preliminar y.,Flexible Pavement Design Worksheet for New Subdivision Streets
...... -'-
'on"Pavement" 'and" ""
Based 2009 VDOT Design Guide for-Subdivision Secondary Ro`ad s in Virginia
County
Albemarle (County Code 02) Date: Rev. 8/15111
Subdivision
The Shops at Stonefield
Street Name
Stonefield Blvd
Developer
Edens & Avant Phone:
Engineer
WW Associates Phone -434 984-2700
�ADT
I Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements.
ICBRD
'Design CBR = Average of CBRT and modified only as discussed in the Pavement Design Guide.
. .....
I CBRT
. . ...... . .... .
'CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide.
- - - -----------
DME
I VDOT District Materials Engineer. i
...... ...... . . .......
!EPT
Equivalent projected traffic. I
6.00
.......... ... . . ...... ----- - -- --------
liNumber of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires.)
-- ----
1%HCV
1 Percentage of the total traffic volume composed of Heavy Commercial Vehicles.
. ..... ............. .
'Resiliency Factor= Relative value of the subgrade soil's ability to withstand repeated loading,
ISSV
Soil support value of subgrade (SSV = CBR Dx RF)
IDP
;Thickness indexof proposed pavement design computed by the Conventional Pavement Design Method.
DR
'Thickness indexrequired, based on Design ADT and SSV, determined by Appendix 11.
IPM
ENGINEERS
SURVEYORS
PLAINNERS
AsSOCIATES
PO Box 4119 3040 Avern= Square P1.
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone: 434.316.6080 Phone: 434.984.2700
wwiv.wwassociates.net
1. Present ADT
8250
211.-%I ICV
5
3. EPT
8250
- ----- ------
4. Design Period
a
Years =1�
I
GrowthRate
0
. ... .......
5. (irowthFactor =
1.00
6. Desim ADT
8250
Soil Sample CBRT
1 0.0
2
3
4
5
Avg. CBRT = 0.0
RF
Source Value
Table 1 0.0
ppendix 1 1.0
«S
CBRD x RF
0.0
x Lo
For preliminary design, use SSV from Appendix 1 = 5.0
(A) Limited to Design ADT <400 - Showpavement material notations and thicknesses from Appendix IV Tables A amdB
(13) Show pavement section as developed in the Pavement Design Guide
(See Appendix III for material notations and thickness equivalency values, a)
DR=� 21 -8
From Appen ix II
Description of Proposed Pavement Section
Material Notation Thickness, h
a
a x h
Surface
1.5" SM -9.5A 1.50
2.25
3.38
Intermediate
2" IM- 19. OA 2.00
2.25
4.50
Base
4" BM-25.OA Base Mix 4.00
2.25
9.00
Subbase
8" VDOT No. 2 1 B Aggregate 10.00
0.60
6.00
.. . ............ .. ...... ------------ - - -
Dp must equal or exceed the value of DR- Dp
Y(a x 11)
OK
DESIGNED BY: PROJECT: SES -,EV. NO.
JDB AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN 6
DRAWN BY:
ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER:
KTM
TITLE:
01HR BY: TYPICAL SECTIONS AND DETAILS C- 15
HFWSCALE: DATE: SHEET NUMBER:-
WWA NUMBER: FILE NAME: DISCIPLINE:
208026.02 802602C -C- 15.dwg CIVIL H: 1 " = 10' C)/ 16111 15 of 27
E -S
PROP
GRADE @
q PIPE
EXISTING
EXEGRADE @ 8-
7
0)
M
10+00 10+50
10+65.39
STORM PROFILE
STRUCTURES EX39 THROUGH 38.2
PROP
GRADE @
q PIPE
EXISTING
GRADE @
C PIPE
EX
22
T_-0
mp.
490
ARri
Q_
-ii
C
495
490
485
CD
A- I
80
Z__
V)-
0-
_j
3::
480
m - -
C 4
T'N
30:55 -LF-
475
HqPL--
-TYPE-IS-
475
470
0
'
470
Lq q
n -It
co 00
GRADE @
L6
c'4
465
4130
465
+0
460
-0
460
470
0
Ln 0
co co
_;t
•-485
EXISTING
r
00
475
485
----TYPE-
GRADE
V)
475
n
0 0
0
_j
`
�_ PIPE
e-1
505
480
DIHR BY:
HFW
6
43
JDB
C11
0
LO
N
0
LO
480
470
- - -----------
- -----
WWA NUMBER:
208026.02
FILE NAME:
802602C -C- 18.dwg
DISCIPLINE:
CIVIL
470
r1_
co
Qa
00
N
00
00 1
00 00
NO.
SHEET REV1,SION
BY
EX
NO.
SHEET RL VISION
BY
DATE
--
- ------ -- ------- -
-0
- 0
500
495
00
10+00 10+50
10+65.39
STORM PROFILE
STRUCTURES EX39 THROUGH 38.2
PROP
GRADE @
q PIPE
EXISTING
GRADE @
C PIPE
EX
22
T_-0
mp.
490
ARri
Q_
-ii
C
495
490
485
CD
A- I
80
Z__
V)-
0-
_j
3::
480
m - -
C 4
T'N
30:55 -LF-
475
HqPL--
-TYPE-IS-
475
470
0
'
470
Lq q
n -It
co 00
GRADE @
L6
c'4
465
4130
465
+0
460
-0
460
470
0
Ln 0
co co
_;t
00
10+00 10+36.05
STORM PROFILE
STRUCTURES EX22 THROUGH 22.1
PROP
GRADE 0
q PIPE EXISTING
GRADE @
43.1 PIPE
495
490
485
Q_
-ii
C
485
CD
A- I
480
Z__
V)-
0-
_j
3::
495
490
485
m - -
C 4
T'N
---- ---
0)
U)
460
PROP
0
cn
Lq q
n -It
co 00
GRADE @
L6
c'4
0
4130
PIPE
+0
LF--------
40
480
470
63 ---LF--
.495
490
00
EXISTING
r
00
475
485
----TYPE-
GRADE
V)
475
n
0 0
0
_j
`
�_ PIPE
e-1
505
480
DIHR BY:
HFW
6
43
JDB
C11
0
LO
N
0
LO
LO LO
470
- - -----------
- -----
WWA NUMBER:
208026.02
FILE NAME:
802602C -C- 18.dwg
DISCIPLINE:
CIVIL
470
r1_
co
Qa
00
N
00
00 1
00 00
10+00 10+50 10+88.06
STORM PROFILE
STRUCTURES 43.1 THROUGH 46.1
485
TOP ELI NATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULEVARD
485
CD
A- I
480
z
26.62 -IF-.,
___Ty
--01.01
475
470
465
0)
U)
460
PROP
0
cn
Lq q
n -It
co 00
GRADE @
L6
c'4
0
EX
PIPE
+0
_j
j
40
470
63 ---LF--
.495
490
00
EXISTING
r
00
C',
485
515
GRADE
V)
n
0 0
0
_j
`
�_ PIPE
e-1
485
TOP ELI NATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULEVARD
485
480
A- I
480
475R)
470
465
26.62 -IF-.,
___Ty
--01.01
475
470
465
460
DESIGNED BY:
roe
460
SET REV. NO,
6
Iq
n
00
Lq q
n -It
co 00
cel
+
0
V)1z
< > > > 10+00 10+32A2
t8 KIZ z
STORM PROFILE
STRUCTURES EX40 THROUGH 40.1
CID
X r -
w
0
X
0)
OU
0 �-l:6 0
+ .4
0't r" W
0
z
PROP (n EXISTING 42.1
GRADE a � V)
40 GRADE @
PIPE n W orf
+ 0 PIPE LIJ
k I T(wn
490
485
TOP ELI NATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULEVARD
JDB
9/14/111
505
490
485
TH Op
Lic. No. 0422
le4 5 lo /I p
r
'ORAL
010
500
495
490
DESIGNED BY:
roe
480
,T _5
7
SET REV. NO,
6
480
475
4
470
JDB
PE --S
0 1%
470
63 ---LF--
.495
490
00
00
r
00
I-
00
485
000
0
LoU-)
11� 06
001-
+
O 0
WK
0 r- z11
0 :) z 10+00 10+50
>> > 10+68.45
Z Z STORM PROFILE
STRUCTURES EX42 THROUGH 42.1
10+00 10+50 '11+00 11+50 12+00 12+50 13+00 13+50 14+00
STORM PROFILE
STRUCTURES EX43 THROUGH 43.6
6.
46.
C46.6 c*4
515
TOP ELI NATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULEVARD
JDB
9/14/111
505
TH Op
Lic. No. 0422
le4 5 lo /I p
r
'ORAL
010
500
495
490
DESIGNED BY:
roe
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
SET REV. NO,
6
4
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
12/22//11
--60
- 15
-T(PE--S
63 ---LF--
.495
490
HDP E
485
5
- --- ---- -- ---
REVISED PIPE SIZE FROM STIR. 46 TO STIR. 46.1 FROM 15" TO
485
515
---
480
18" DIAMETER
505
480
DIHR BY:
HFW
6
43
JDB
C11
0
LO
N
0
LO
LO LO
- - -----------
- -----
WWA NUMBER:
208026.02
FILE NAME:
802602C -C- 18.dwg
DISCIPLINE:
CIVIL
SCALE:
H: 1 50'
V: 10 = 10,
DATE:
11",
0/ 0/
505
ADDED IS -1 TO STR. 46.1
NO.
SHEET REV1,SION
BY
EX
NO.
SHEET RL VISION
BY
DATE
--
- ------ -- ------- -
-0
- 0
500
495
00
--CL-4 i -p E
p
495
490
IL
-0
510
C14' lt_
-1-"-
490
777
485
485
505
:Zi
4
-HDP
TYPE
-
--S
_644.41-1
I-
D P
Typ
E-
4J
11i"It-
- - ----- - - - -----
6_�_ 6 8 - -L
480
4_1
505
_00,07.
--IYPE---S
HDPE
475
__30"
-
2548
1
475
500
470
T(PE-S-
�j
470
500
(0
00
465
------
465
495
490
GRADE
CD
04
460
':41 I -q --
LL
04
00-00
490
Lq
460
455
V y -
O
+
0--
FZ:'
=1r) -ou
_0 t-1
C*q
U)
(0
Vo
455
0
00 --CO
0
per
fit',
CC,
L -0--00
__._0
z- -----
450
to- z
-K-
-V)-Z-
Z- -m-
Z_
Z-
F_
2
zl�
rn
Z_ 450
00
00
00
m
00
00
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00
00
00
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07 m
co 00
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m m
00 00
7
0 0
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m
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m
10+00 10+50 '11+00 11+50 12+00 12+50 13+00 13+50 14+00
STORM PROFILE
STRUCTURES EX43 THROUGH 43.6
6.
46.
C46.6 c*4
515
TOP ELI NATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULEVARD
JDB
9/14/111
505
TH Op
Lic. No. 0422
le4 5 lo /I p
r
'ORAL
010
500
495
490
DESIGNED BY:
roe
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
SET REV. NO,
6
4
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
12/22//11
--60
- 15
-T(PE--S
63 ---LF--
.495
490
HDP E
485
5
- --- ---- -- ---
REVISED PIPE SIZE FROM STIR. 46 TO STIR. 46.1 FROM 15" TO
485
515
---
480
18" DIAMETER
480
DIHR BY:
HFW
6
ADJUSTED RIM AND INVERTS FOR STR. EX40 AND STR. 40.1;
JDB
C11
0
LO
N
0
LO
LO LO
- - -----------
- -----
WWA NUMBER:
208026.02
FILE NAME:
802602C -C- 18.dwg
DISCIPLINE:
CIVIL
SCALE:
H: 1 50'
V: 10 = 10,
DATE:
11",
0/ 0/
ADDED IS -1 TO STR. 46.1
NO.
SHEET REV1,SION
BY
DATE
NO.
SHEET RL VISION
BY
DATE
--
- ------ -- ------- -
-0
- 0
510
510
C14' lt_
-1-"-
505
- - ----- - - - -----
-GRA 0 E
4_1
505
500
�j
500
(0
------
495
490
GRADE
CD
04
':41 I -q --
LL
490
54
--S-,
485
480
-----------
53
----- --- - _ ----------
00
5
485
480
-24
1 C)0
w --
8-H
1.31
475
__CPE_
00
4
- ------
475
470
470
--
ml _t
_041
465
_0
0
+
6
coo ----
-t--
N
(3) 00
---n-
00
+ 11+_
Lo,_
04
0
0)
'D'
'Ond
-t-Lo
c -0-LO
1 11
465
------
460
wj:�
0
0
z
-
------V)
•
460
Z
K
ZZ
-
>
-Z
_t� I
Z__
____ - ____
__ (/)-!,=
i
- -
-
00
a7 r7
r_ 06
00 00
r
00
00
00
00
00
Lo
C()
00
(D m N
00 c()
00
00 00
CD
G;
00
0
0
m
00
m
C)
0)
0)
l7
m
co
0)
14-
G)
N
m
Lo
ro
(7)
G) m
r6 V7
m Q0
1`6 4
0-)
Lo
L6
LO
co
m
LO
00
co
cy)
T
0
LO co LO
0 0 0
Lr) Lf) if)
0 00
4 L6 11)
0 0 0
V)
00 0)
(0 06
0 0
Lc)
U) ld� 10
r -
()j
T)
10+00) 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
STORM PROFILE
STRUCTURES 46 THROUGH 46.8
14+50 14+99.87
EXISTING
GRADE
PIPE
6.
^00
PROP
GRADE 0
Q PIPE
0
U-)
505
TOP ELI NATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULEVARD
JDB
9/14/111
505
TH Op
Lic. No. 0422
le4 5 lo /I p
r
'ORAL
010
500
495
490
DESIGNED BY:
roe
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
SET REV. NO,
6
4
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
12/22//11
--60
- 15
-T(PE--S
63 ---LF--
.495
490
HDP E
485
5
- --- ---- -- ---
REVISED PIPE SIZE FROM STIR. 46 TO STIR. 46.1 FROM 15" TO
485
1/27/112
---
480
18" DIAMETER
480
DIHR BY:
HFW
6
ADJUSTED RIM AND INVERTS FOR STR. EX40 AND STR. 40.1;
JDB
C11
0
LO
N
0
LO
LO LO
16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 Z1Z z 10+00 10+50
20+00.53 10+64.63
STORM PROFILE
STRUCTURES 46.5 THROUGH 46.9
1ADJUSTED
TOP ELI NATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULEVARD
JDB
9/14/111
TH Op
Lic. No. 0422
le4 5 lo /I p
r
'ORAL
010
ENCHNEERS
SURVEYORS
PLANNERS
AsSOCIATES
PO Box 4119 3040 Avenn)TC Squue Pl.
Lynchburg, VA 24502 Charlottesville, VA22911
Phone: 434.316,6080 Phone: 434.984.2700
www.wivassociates.net -
DESIGNED BY:
roe
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
SET REV. NO,
6
4
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
12/22//11
DRAWN BY:
KTM
DRAWING NUMBER:
C- 18
5
- --- ---- -- ---
REVISED PIPE SIZE FROM STIR. 46 TO STIR. 46.1 FROM 15" TO
- -----
JDB
1/27/112
TITLE:
STORM DRAIN PROFILES
18" DIAMETER
DIHR BY:
HFW
6
ADJUSTED RIM AND INVERTS FOR STR. EX40 AND STR. 40.1;
JDB
3/9/12
SHEET NUMBER:
18 of 27
- -----
WWA NUMBER:
208026.02
FILE NAME:
802602C -C- 18.dwg
DISCIPLINE:
CIVIL
SCALE:
H: 1 50'
V: 10 = 10,
DATE:
11",
0/ 0/
ADDED IS -1 TO STR. 46.1
NO.
SHEET REV1,SION
BY
DATE
NO.
SHEET RL VISION
BY
DATE
E§
022.1
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1 50'
50' 0 50'
E-4
W
m
Iy,
Ile
amvrl (1HIffl[0VT1
pri
LLJ
X m
Q �Ij t1_1
LLJ
/?
+
��_ 'I X
STORM PLAN
STRUCTURES EX45 THROUGH EX22
_j
Q_
O
Qzr r' <
LL 0- CL
(n Q_ CD
< tl-
Li L'i r_ CD cr- wED 00 00 Ld
o V)
LLJ 0: L I
) o
(1
_�J < LL L'j LIJ0
CN (j) � 0 ALJ 0000 m
<
W Wz -
L� U <
< <
CL
C) O CD
ly_
NOTES:
1. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44,
AND EX45 SHOWN ON THESE PLANS REPLACES STORM PROFILE
APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT
PLANS WPO 2010-00023 FOR GRADE AND LOCATION.
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
VERT: 1"= 10'
10, 0 10'
50' 0 50'
HORZ:
500
ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULE-VARD
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
ADJUSTED INVERTS ON STIR. EX45, EX44, EX37, EX38, EX39.1,
......
AND EX40; REVISED 18" LOW FLOW PIPE FROM STIR. 39.1
— - --------
0
9/14/11
TH Op�ft
Lie- No. 0422
P
/o A
00* ONAL
0
ENGfNEERS
SURVEYORS
PLANNERS
AsSOCIATES
PO Box 4119 3040 Avernore Square Pl.
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone: 434.316.6080 Phone: 434.984,2700
vmvmwassodate - sm . et
JD13 OLSIGNE-0 BY:
+41
REV. NO.
6
JDB
12/22,/l 1
DRAWN BY:
- -----
_R:
DRAWING NUMB(_R:
C_ 19
A?
JDB
3/9/12
------
TITLE:
STORM DRAIN PLAN AND PROFILE
STRUCTURES 45 TO 22
EX
- -------
01HR BY:
HFW
- ----- - -------
22
-SHEET NUMBER:
19 of 27
WWA NUMBER:
208026.02
1
FILE NAME:
802602C -C- 19.dwg
1
DISCIPLINE:
CIVIL
SCALE:
H: AS SHOWN
V: AS SHOWN
DATE:
165// 11
EX
MATCHLINE
NO,
S')LIFET REVISION --t-BY
----
NO,
0)
om
IPSEE
RIGHT
43 -22--
N)
20+ 0 r
+
21�0_ -1 42
+
EX
C"
EX
3
8.2 C
\_�ij
---
\
0 /EX\
39
23+00
24+00 25+00
2b+
517
42A
VV -V�r ------ VV
VV VV /*
4500
810FILTER
40.1
m
Iy,
Ile
amvrl (1HIffl[0VT1
pri
LLJ
X m
Q �Ij t1_1
LLJ
/?
+
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STORM PLAN
STRUCTURES EX45 THROUGH EX22
_j
Q_
O
Qzr r' <
LL 0- CL
(n Q_ CD
< tl-
Li L'i r_ CD cr- wED 00 00 Ld
o V)
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< <
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ly_
NOTES:
1. STORM PROFILE FOR STRUCTURES EX37 THROUGH EX22, EX44,
AND EX45 SHOWN ON THESE PLANS REPLACES STORM PROFILE
APPROVED WITH ALBEMARLE PLACE STORMWATER MANAGEMENT
PLANS WPO 2010-00023 FOR GRADE AND LOCATION.
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
VERT: 1"= 10'
10, 0 10'
50' 0 50'
HORZ:
500
ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULE-VARD
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
ADJUSTED INVERTS ON STIR. EX45, EX44, EX37, EX38, EX39.1,
......
AND EX40; REVISED 18" LOW FLOW PIPE FROM STIR. 39.1
— - --------
JDB
9/14/11
TH Op�ft
Lie- No. 0422
P
/o A
00* ONAL
0
ENGfNEERS
SURVEYORS
PLANNERS
AsSOCIATES
PO Box 4119 3040 Avernore Square Pl.
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone: 434.316.6080 Phone: 434.984,2700
vmvmwassodate - sm . et
JD13 OLSIGNE-0 BY:
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
REV. NO.
6
JDB
12/22,/l 1
DRAWN BY:
- -----
_R:
DRAWING NUMB(_R:
C_ 19
6
JDB
3/9/12
------
TITLE:
STORM DRAIN PLAN AND PROFILE
STRUCTURES 45 TO 22
- -------
01HR BY:
HFW
- ----- - -------
-SHEET NUMBER:
19 of 27
WWA NUMBER:
208026.02
1
FILE NAME:
802602C -C- 19.dwg
1
DISCIPLINE:
CIVIL
SCALE:
H: AS SHOWN
V: AS SHOWN
DATE:
165// 11
NO,
S')LIFET REVISION --t-BY
----
NO,
SHEEI REVISION
13Y
OA FF
43 -22--
EX----------
---
4500
495
490
485
A
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00
495
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39
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490
---------
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480
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-------
----- -
'75
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2
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-----
56 --LF-
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470
465
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--------
--
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1. -35
470
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------
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00 0000
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
STORM PROFILE
STRUCTURES EX37 THROUGH EX22
19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+32.24
1
4
ADJUSTED TOP ELEVATIONS ON STORM SEWER PER NEW GRADING ON
STONEFIELD BOULE-VARD
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
ADJUSTED INVERTS ON STIR. EX45, EX44, EX37, EX38, EX39.1,
......
AND EX40; REVISED 18" LOW FLOW PIPE FROM STIR. 39.1
— - --------
JDB
9/14/11
TH Op�ft
Lie- No. 0422
P
/o A
00* ONAL
0
ENGfNEERS
SURVEYORS
PLANNERS
AsSOCIATES
PO Box 4119 3040 Avernore Square Pl.
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone: 434.316.6080 Phone: 434.984,2700
vmvmwassodate - sm . et
JD13 OLSIGNE-0 BY:
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
REV. NO.
6
JDB
12/22,/l 1
DRAWN BY:
- -----
_R:
DRAWING NUMB(_R:
C_ 19
6
JDB
3/9/12
------
TITLE:
STORM DRAIN PLAN AND PROFILE
STRUCTURES 45 TO 22
- -------
01HR BY:
HFW
- ----- - -------
-SHEET NUMBER:
19 of 27
WWA NUMBER:
208026.02
1
FILE NAME:
802602C -C- 19.dwg
1
DISCIPLINE:
CIVIL
SCALE:
H: AS SHOWN
V: AS SHOWN
DATE:
165// 11
NO,
S')LIFET REVISION --t-BY
DATE
NO,
SHEEI REVISION
13Y
OA FF
(1)
O
cr_
CJ
ui
0
04
q)
C
q)
-0
00
C)
C\1
E�:
Stormwater Inlet Computations
Boulevard 1 By: !JD13
SURVEYORS
-MEMLALAN PLANNERS ........
.Project:
.. ..... ....... ... .. ...... .. ... . . . . .... ...... ...
AssOCI
208026.02 Date: I REV: 12115/11 ...... . .. . . ....... .. J
.WWA Proiect Numl er: ... .............. . .. ........ .... .. . .. .. ....
API S
AMAMI
W ENGINEERS
JDB
WWA PROJECT NUMBER: 208026.02
COUNTY: ALBEMARLE
DESCRIPTION: PUBLIC ROADS
CURB INLETS ON GRADE
CURB SAG INLETS ONLY
OF
INLET
DRAWN BY:
ALBEMARLE COUNTY, VIRGINIA
DRAWING NUMBER:
FROM
POINT
TO
POINT
4
CURB
INLETS
ON GRADE
INLET
TIME
(TC)
MIN
RAIN
FALL
(110)
IN/HR
RUNOFF,
Q
CFS
INVERT
ELEVATIONS
UPPER LOWER,
END END
LENGTH
FT
6
REVISED PIPE CALCULATIONS TO SHOW NEW INVERTS
JDB
CAPA-
CITY
(FULL)
CFS
CL
FLOW
TIME
SEC
CURB
SAG INLETS
INLET DEPTH
(H)
FT
ONLY
(1)
(2)
INLET
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
_71
(20)
(21)
(22)
46.8
NO.
SHEET REVISION
By
DA7_E
CL
0
SHEET REVISION
13l1
DATE
504.96
502.74
0
0.043
15
0,010
17.4
14,2
3.6
511.21
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C
46.7
46.6
0.00
0.90
0
0.04
5.1
8.7
0.3
I
501.81
27.7
0.026
15
0.010
13.7
11.1
2.5
C14
6.45
CO
46.6
46.5
0.09
i2
0.08
0.11
5.1
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501.61
496.42
0
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46.5
46.4
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all 1 2.71 10.851
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x
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2 r
7.9
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485.97
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64.4
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15
0,010
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7.6
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Z
7.86
43,5
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Q°
0.55
0,80
0,44 1
1.25
7.2
7.9
0
484.80
484.33
47.3
0.010
18
0.010
13.7
7.7
6.1
492.58
7.78
43.4
43.3
43.2
0.29
0,88
0.26
1.51
U)
7,8
11.8
484.13
483.15
97.8
0.010
21
0
20.7
46.9
DI -213
10.0
12+55
0.19
0.80
x
8.80
1.34
0.00
1.34
0.0680.020
LU
3!,03 2.00
0.66
0.083
4.15
0.99
0.29
0.15
0.16
11.07
0.90
0,19
1.00
F_
0.00
43.2
43.1
43
0.20
0.80
0.16
100yr Storm Check
46.8
DI -313
6.0
11+25
0.04
0.90
0.04
8.80
0.32
0.00
0.32
0.027
0.010
F
5.�.86 1.00
0.17
0.010
1.00
0.39
0.17
0.17
0.08
7.33
0.82
0.06
1.01
0.32
0.00
46.9
DI -213
10.0
12+55
0.19
0.80
0.15
4.00
0.61
0.00
0.61
0.068
0.020
1.618
2.00
1.19
0.083
4.15
1.00
0.29
0.15
0.17
7.90
1.27
0.14
1.00
0.61
0.00
1.00
0.67
0.00
Grade Inlet
46.8
DI -313
6.0
11+25
DI -213
0.04
0.90
0.04
4,00
0.14
0.00
0.14
0.027
0.010
4.317
1.00
0.23
0.010
1.00
0.50
0.17
0.17
0.09
4.62
1.30
0.04
1,00
0.14
0.00
0.00
18
0.010
13.6
7.7
3.7
Grade Inlet
46.6
DI -2B
8.0
11+99
0.09
0.85
0.08
4.00
0.31
0.00
0.31
0.068
0.0110
1,310
2.00
1.54
0.083
8.30
1.00
0.31
0.16
0.17
6.91
1.35
0.11
1.00
0.31
0.00
0.85
1.94
12.72
11.98
6,5
83.3
Grade Inlet
46.5
DI -213
8.0
12+77
0.11
0.85
0.09
4.00
0.37
0.00
0.37
0.058
0.020
1.44
2.00
1.39
0.083
4.15
1.00
0.29
0.15
0.17
6.15
1.30
0.12
1.00
0.37
0.00
100yr Storm Check
Grade Inlet
46.4
DI -213
8.0
14+69
0.30
0.80
0.24
4.00
0.96
0.00
0.96
0.020
0.020
3.94
2.00
0.51
0.083
4.15
0.95
0.29
0.15
0.16
6.82
1.17
0.20
1.00
0.96
1 0.00
1
1
100yr Storm Check
46.1
Grade Inlet
46.3
DI -213
8.0
14+69
0.16
0.80
0.13
4.00
0.51
0.00
0.51
0.020
0.020
1.98
2.00
1.01
0.083
4.15
1.00
0.29
0.15
0.17
5.10
1.57
0.16
1.00
0.51
0.00
5.50
42.1
100yr Storm Check
43.4
DI -2B
Grade Inlet
6,2
46.2
DI -28I
6.0
16+40
0.12
0.80
0.10
4.00
0.38
0.00
0.38
0.010
0,020
2.09
2.00
0.96
0.083
4.15
1.00
0.29
0.15
0.17
3.67
1.63
0.17
1.00
0.38
0.00
148.4
0.013
100yr Storm Check
43.3
DI -2B
4.0
Grade Inlet
46 .1
46.1
DI -213
6.0
113+76
0.15
0.85
0.13
4.00
0.61
0.00
0.61
0.010
0,020
3.00
2.00
0.67
0.083
4.15
0.99
0.29
0.15
0.17
4.16
1.44
0.19
1.00
0.51
0.00
100yr Storm Check
43.2
DI -213
6.0
17+70
Grade Inlet
43.4
DI -213
6.0
16+16
0.31
0.65
0.20
4.00
0.81
0.00
0.81
0.010
0.020
4.51
2.00
0.44
0.083
1 4.15
0.92
0.29
0.15
0.15
5.24
1.16
0.22
1.00
0.81
0.00
100yr Storm Check
43.1
DI -213
6.0
19+42
0.20
1 Grade Inlet
43.3
DI -2B
4.0
16+66
0.07
0.80
0.06
4.00
0.22
0.00
0.22
0.010
0.020
1.65
2.00
1.21
0.083
4.15
1.00
0.29
0.15
0.17
2.92
1.37
0.14
1.00
0.22
0.00
42
DI -313
10.0
21+14
0.24
0.75
Grade Inlet
43.2
DI -213
6.0
17+70
0.18
0.85
0.15
4.00
0.61
0.00
0.61
0.010
0.020
3.60
2.00
0.56
0.083
4.15
0.97
0.29
0.15
0.16
4.64
1 1.32
0.20
1 1.00
0.61
1 0.00
DI -3B
1
22+68
0.24
0.60
0.14
Grade Inlet
43.1
DI -213
6.0
19+42
0.20
0.80
0.16
4.00
0.64
0.00
0.64
0.010
0.020
3.74
2.00
0.53
0.083
4.15
0.96
0.29
0.15
0.16
4.64
1.29
0.20
1.00
0.64
0.00
6.0
23+78
0.08
0.60
0.05
8.80
Grade Inlet
42
DI -313
10.0
21+14
0.24
0.75
0.18
4.00
0.72
0.00
0.72
0.010
0.020
5.90
1.00
0.17
0.020
1.00
0.37
0.17
1 0.17
0.08
7.30
1.37
0.12
1.00
0.72
0.00
26+25
0.21
0.61
0.13
8.80
1.13
Grade Inlet
41
DI -313
8.0
-
22+68
0.24
0.60
0.14
4.00
0.58
0.00
0.58
0.010
0.020
5.72
1.00
0.17
0.020
1.00
0.40
0.17
0.17
0.09
6.43
1.24
0.11
1.00
1.00
0.58
0.00
1
0.85
0.10
8.80
0.90
0.00
Grade Inlet
40
DI -3B
6.0
23+78
0.08
0.60
0.05
4.00
0.19
0.00
0.19
0.026
0.020
3.117
1.00
0.32
0.020
1.00
0.64
0.17
0.17
0.13
4.31
1.39
0.06
1.00
0.19
0.00
0.78
0.12
8.80
1.10
0.00
1.10
Grade Inlet
39
DI -3B
8.0
26+26
0.21
0.61
0.13
4.00
0.51
0.00
0.51
0.012
0.020
5.30
1.00
0.19
0.020
1.00
0.43
0.17
0.17
0.09
6.28
1.27
0.11
1.00
0.51
0.00
To Interim North SWM
472.28
10.99
44
Grade Inlet
40.1
DI -313
8.0
23+78
0.12
0.85
0.10
4.00
0.41
0.00
0.41
0.026
0,020
4.21
1.00
0.24
0.020
1.00
0.52
0.17
0.17
0.11
6.58
1.22
0.08
1.00
0.41
0.00
Grade Inlet
39.1
DI -3B
6.0
26+25
0.16
0.78
0.12
4.00
0.50
0.00
0.50
0.012
0.020
5.24
1.00
0.19
0.020
1.00
0.43
0.17
0.17
0.09
6.18
0.97
0.10
1.00
0.50
0.00
Grade Inlet
Stormwater Inlet Computations
A-
. . ... .... ...
iJ DB
Protect !Stoneffield Boulevard 1 By: . ........... ...... . ....
SURVEYORS
PLANNERS---,
...... T ...... .. .. ....... . .. . .........
AssOCIATES
...... ....... . ........
yyW A Pr t Number: 1208026.02 Date: 1 REV: 12/15/11
AMAMI
W ENGINEERS
JDB
WWA PROJECT NUMBER: 208026.02
COUNTY: ALBEMARLE
DESCRIPTION: PUBLIC ROADS
CURB INLETS ON GRADE
CURB SAG INLETS ONLY
OF
INLET
DRAWN BY:
ALBEMARLE COUNTY, VIRGINIA
DRAWING NUMBER:
FROM
POINT
TO
POINT
4
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
12/22/11
3/9/12
INLET
TIME
(TC)
MIN
RAIN
FALL
(110)
IN/HR
RUNOFF,
Q
CFS
INVERT
ELEVATIONS
UPPER LOWER,
END END
LENGTH
FT
6
REVISED PIPE CALCULATIONS TO SHOW NEW INVERTS
JDB
CAPA-
CITY
(FULL)
CFS
CL
FLOW
TIME
SEC
REMARKS
TOP INLET
ELEVATIONS
FT
INLET DEPTH
(H)
FT
INLET No.
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
_71
(20)
(21)
(22)
46.8
NO.
SHEET REVISION
By
DA7_E
CL
0
SHEET REVISION
13l1
DATE
504.96
502.74
0
0.043
15
0,010
17.4
14,2
3.6
511.21
6.25
C
46.7
46.6
0.00
0.90
0.00
0.04
5.1
8.7
0.3
I
501.81
27.7
0.026
15
0.010
13.7
11.1
2.5
4W
J2T
6.45
CO
46.6
46.5
0.09
i2
0.08
0.11
5.1
0
1.0
501.61
496.42
0
0.067
15
0.010
21.9
0)
4.3
UJ
M
UJ
4�
46.6
5N,118
U
0
72
V)
x
0
0
�J
.02
4�
0
G
2
(D
a.
a)
CL
0
0.80
U)
-0
2
T -
LU
REMARKS
1.3
a.
CSi
o
0.010
15
1 0.010
8.6
-
>
[Z
501.83
0-
"
46.9
076
co
ir_
o
Cq
3:
0 .2
F-
>
- 4..
*' 1
.5
_J as
.0
17-
46.5
46.4
0,11
0.85
0.09
0.36
5.2
8.7
3.1
0
i:.
0
9
0
1
0.0204
9
0.010
12.0
0
20.3
U)
4�
5.92
46.5
46.4
46.3
?
.0
CL
(D
M
2.37
5.5
8.5
z
488.47
z
53.4
0.0200
24
0,010
41.7
13.3
4.0
0
?_1
9
_J -
-
0-
0.16
&.
Cn
g
5.6
8.5
+
Q
485.52
M
4�
2
0,010
29.5
9.4
17.9
"mg ,
494.46
7.26
46.3
46.2
UJ
0,12
Cn
0.10
2.60
5.9
T_
z
I-
M
482,29
231.0
E
24
0.010
33.8
10.8
21.5
.41
11
x
46.2
46.1
43.1
0.15
0.85
0.13
0
-
6.2
8.2
22.4 1
483.09
481.25
84.1
UJ
24
1 0.010
43.6
S
6.1
489.98
6.89
46.1 1
0
1
>
Q.
U)
CL
1
all 1 2.71 10.851
2.3041 14,971
0.00
14.97
_J
z
z
ST 43.6 D1-7
n/a
Temporary Structure
15.0
fL
3�
43.6
o
0.56
Q
'a
Ui
0.81
7.0
7.9
6.4
486.55
U)
25.5
iY
0
15
0,010
10.3
8.4
3.0
Includes flows Bond St.
492.00
5.45
43.6
43.5
43.4
0.00
U)
x
U)
0.81
7.1
7.9
6.4
485.97
M
64.4
0.015
15
0,010
10.3
8.4
7.6
CY
493.83
7.86
43,5
F-
Q°
0.55
0,80
0,44 1
1.25
7.2
7.9
9.8
484.80
484.33
47.3
0.010
18
0.010
13.7
7.7
6.1
492.58
7.78
43.4
43.3
43.2
0.29
0,88
0.26
1.51
7.3
7,8
11.8
484.13
483.15
97.8
0.010
21
0.010
20.7
46.9
DI -213
10.0
12+55
0.19
0.80
0.15
8.80
1.34
0.00
1.34
0.0680.020
7.5
3!,03 2.00
0.66
0.083
4.15
0.99
0.29
0.15
0.16
11.07
0.90
0,19
1.00
1.34
0.00
43.2
43.1
43
0.20
0.80
0.16
100yr Storm Check
46.8
DI -313
6.0
11+25
0.04
0.90
0.04
8.80
0.32
0.00
0.32
0.027
0.010
F
5.�.86 1.00
0.17
0.010
1.00
0.39
0.17
0.17
0.08
7.33
0.82
0.06
1.01
0.32
0.00
100yr Storm Check
46.6
DI -213
8.0
11+99
0.09
0.85
0.08
8.80
0.67
0.00
0.67
0.068
0.010
11.14 1 2.00
1.15
0.083 1
8.30
1.00 1
0.31
0.16 1
0.17
8.24 1
0.97
0.14 1
1.00
0.67
0.00
100yr Storm Check
46.5
DI -213
8.0
'12+77
0.11
0.85
0.09
8.80
0.82
1 0.00
0.82
0.058
0.020
1.,.93 2.00
1.03
0.083
4.15
1.00
0.29
0.15
0.17
8.56
0.93
0.16
1.00
0.82
0.00
18
0.010
13.6
7.7
3.7
100yr Storm Check
46.4
DI -2B
8.0
-14+69
0.30
0.80
0.24
8.80
2.11
0.00
2.11
0.020
0.020
6_69 2.00
0.30
0.083
4.15
0.77
0.29
0.15
0.13
10.58
0.76
0.26
1.00
2.11
0.00
0.85
1.94
12.72
11.98
6,5
83.3
100yr Storm Check
463
DI -213
8.0
114+69
0.16
0.80
0.13
8.80
1.13
0.00
1.13
0.020
0.020
4.,47 2.00
0.45
0.083
4.15
0.92
0.29
0.15
016
7.41
1.08
0.22
1.00
1.13
0.00
100yr Storm Check
46.2
DI -213
6.0
16+40
0.12
0.80
0.10
8.80
0.84
0.00
0.84
0,010
0.020
4.,67 2.00
0.43
0.083
4.15
0.91
0.29
0.15
0.16
5.37
1.12
0.22
0.99
034
0.00
1
100yr Storm Check
46.1
DI -213
6.0
18+76
0.15
0.86
0.13
8.80
1.12
0.00
1.12
0.010
0.020
5_66 2.00
0.35
0.083
4.15
0.85
0.29
0.15
0.14
6.29
0.95
0.24
1.00
1.12
0,00
12.9
484.00
5.50
42.1
100yr Storm Check
43.4
DI -2B
6.0
16+15
0.31
0.65
0.20
8.80
1.77
0.00
1.77
0.010
0.020
7.35 2.00
0.27
0.083
4.15
0.73
0.29
0.15
0.13
8.23
0.73
0.27
0,98
1.73
0.04
6.5
131.7
477.98
475.98
148.4
0.013
100yr Storm Check
43.3
DI -2B
4.0
16+66
0.07
0.80
0.06
8.80
0.49
0.04
0.54
0.010
0.020
1.16 2.00
0.63
0.083
4.15
0.99
0.29
0.15
0.16
4.26
0.94
0.19
1.00
0.54
0.00
486.96
12.18
41
100yr Storm Check
43.2
DI -213
6.0
17+70
0.18
0.85
0.15
8.80
1.35
0.00
1.35
0.010
0,020
6,311 2.00
0.32
0,083
4.15
0.80
0.29
0.15
0.14
6.99
0.86
0.25
1.00
1.35
0.00
476.09
475.82
26.6
0.010
15
0.010
100yr Storm Check
43.1
DI -213
6.0
19+42
0.20
0.80
0.16
8.80
1.41
0.00
1.41
0.010
0,020
6;.47 2.00
0.31
0.083
4.15
0.79
0.29
0.15
0.14
7.18
0.84
0.26
1.00
1.41
0.00
40
39
0.12
0.85
0,10
100yr Storm Check
42
DI -313
10.0
21+14
0.24
0.75
0.18
8.80
1.58
0.00
1.58
0.010
0.020
8;.36 1.00
0.12
0.020
1.00
0.29
0.17
0.17
0.07
11.40
0.88
0.17
1 0.98
1.55
1 0.04
100yr Storm Check
41
DI -3B
8.0
22+68
0.24
0.60
0.14
8.80
1.27
0.00
1.27
0.010
0.020
7.'.69 1.00
0.13
0.020
1.00
0.31
0.17
0.17
0.07
10.05
0.80
0.15
0.94
1.19
0.07
39
7.12
0.4
2.85
2.96
25,0
100yr Storm Check
40
DI -3B
6.0
23+78
0.08
0.60
0.05
8.80
0.42
0.00
0.42
0.026
0.020
4,.26 1.00
0.23
0.020
1.00
0.51
0.17
0.17
0.11
6.71
0.89
0.09
0.98
0.42
0.01
100yr Storm Check
39
DI -313
8.0
26+25
0.21
0.61
0.13
8.80
1.13
0.00
1.13
0.0112
0.020
7:,11 1.00
0A4
0.020
1.00
0.33
0.17
0.17
0.08
9.81
0.82
0.14
0.95
1.07
0.05
0.85
0.14
27.01
12.6
6.4
173.6
100yr Storm Check
40.1
DI -3B
8.0
23+78
0.12
0.85
0.10
8.80
0.90
0.00
0.90
0.026
0.020
5;.65 1.00
0.18
0.020
1.00
0.41
1 0.17
0.17
1 0.09
10.28
1 0.78
0.11
0.93
0.84
0.06
217.8 1
17.3
6.6
1
1 13.06
100yr Storm Check
39.1
131-3B
6.0
26+25
0.16
0.78
0.12
8.80
1.10
0.00
1.10
0.012
0.020
7:.04 1.00
0.14
0.020
1 1.00
0.34
0.17
0.17
0.08
9.66
0.62
0.14
0.83
1 0.91
0.19
1
1
6.4
171.6
461.29
1
1 100yr Storm Check
0.014
48
0.010
217.6
17.3
22.6
To Interim North SWM
472.28
10.99
44
NOTE: THE GRATES FOR THE DI -2B CURB INLETS WERE USED WHEN CALCULATING TIRE INTERCEPTED FLOWS FOR THE 100YR STORM EVENT.
1
I
ADJUSTED TOP ELENATIONS ON STORM SEWER PER NEW GRADING ON
JDB
9/14/11
SET REV. NO.
AMAMI
W ENGINEERS
JDB
WWA PROJECT NUMBER: 208026.02
COUNTY: ALBEMARLE
DESCRIPTION: PUBLIC ROADS
DISTRICT
SHEET
-----------
STONEFIELD BOULDARD
OF
SURVEYORSKTM
DRAWN BY:
ALBEMARLE COUNTY, VIRGINIA
DRAWING NUMBER:
FROM
POINT
TO
POINT
4
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
12/22/11
3/9/12
INLET
TIME
(TC)
MIN
RAIN
FALL
(110)
IN/HR
RUNOFF,
Q
CFS
INVERT
ELEVATIONS
UPPER LOWER,
END END
LENGTH
FT
6
REVISED PIPE CALCULATIONS TO SHOW NEW INVERTS
JDB
CAPA-
CITY
(FULL)
CFS
VEL
(FULL)
FPS
FLOW
TIME
SEC
REMARKS
TOP INLET
ELEVATIONS
FT
INLET DEPTH
(H)
FT
INLET No.
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
(22)
46.8
NO.
SHEET REVISION
By
DA7_E
NO,
SHEET REVISION
13l1
DATE
504.96
Lie. 'No. 0422
0.','(ONAL
NOTE: FLOWS FROM THE 100YR STORM EVENT WERE USED TO SIZE THE PIPES IN THE STORM SEWER COMPUTATIONS
INLETS IN SUMP, DESIGN (CURB
SPREAD AND INLET SPREAD AND DEPTH)
STORM SEWER DESIGN
COMPUTATIONS
PROJECT: AMENDMENT TO
SET REV. NO.
AMAMI
W ENGINEERS
JDB
WWA PROJECT NUMBER: 208026.02
COUNTY: ALBEMARLE
DESCRIPTION: PUBLIC ROADS
DISTRICT
SHEET
I
OF
SURVEYORSKTM
DRAWN BY:
ALBEMARLE COUNTY, VIRGINIA
DRAWING NUMBER:
FROM
POINT
TO
POINT
AREA
DRAIN
"A"
ACRES
RUN-
OFF
COEF
C
CA
INCRE-
MENT
ACCUM-
ULATED
INLET
TIME
(TC)
MIN
RAIN
FALL
(110)
IN/HR
RUNOFF,
Q
CFS
INVERT
ELEVATIONS
UPPER LOWER,
END END
LENGTH
FT
SLOPE
FT/FT
DIA
IN
MANNING's
n
CAPA-
CITY
(FULL)
CFS
VEL
(FULL)
FPS
FLOW
TIME
SEC
REMARKS
TOP INLET
ELEVATIONS
FT
INLET DEPTH
(H)
FT
INLET No.
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
(22)
46.8
46.7
0.04
0.90
0.04
0.04
5.0
8.8
0.3
504.96
502.74
51.8
0.043
15
0,010
17.4
14,2
3.6
511.21
6.25
46.8
46.7
46.6
0.00
0.90
0.00
0.04
5.1
8.7
0.3
502.54
501.81
27.7
0.026
15
0.010
13.7
11.1
2.5
508.99
6.45
46.7
46.6
46.5
0.09
0.85
0.08
0.11
5.1
8.7
1.0
501.61
496.42
76.9
0.067
15
0.010
21.9
17.8
4.3
506.06
4.45
46.6
5N,118
A,
46.9
46.5
0.19
0.80
1 0.15
0.15
5.0
8.8
1.3
495.58
494.95 1
60.6
0.010
15
1 0.010
8.6
7.0
8.7
1
501.83
6.25
46.9
076
....... ..... .
_(n
.0
46.5
46.4
0,11
0.85
0.09
0.36
5.2
8.7
3.1
494.75
490.67
199.6
0.0204
15
0.010
12.0
9.8
20.3
C3)
500.67
5.92
46.5
46.4
46.3
2.52
0.80
2.02
2.37
5.5
8.5
202
488.47
487.40
53.4
0.0200
24
0,010
41.7
13.3
4.0
Includes flows from Block D1
494.42
5.95
46.4
46.3
46.2
0.16
0.80
0.13
2.50
5.6
8.5
213
48720
485.52
168.0
0.0100
24
0,010
29.5
9.4
17.9
"mg ,
494.46
7.26
46.3
46.2
46.1
0,12
0.80
0.10
2.60
5.9
8.4
21.7
485.32
482,29
231.0
0.0131
24
0.010
33.8
10.8
21.5
492.33
7.01
46.2
46.1
43.1
0.15
0.85
0.13
2.73
6.2
8.2
22.4 1
483.09
481.25
84.1
0.0219
24
1 0.010
43.6
13.9
6.1
489.98
6.89
46.1 1
1
all 1 2.71 10.851
2.3041 14,971
0.00
14.97
ST 43.6 D1-7
n/a
Temporary Structure
15.0
43.6
43.5
0.56
0.81
0.45
0.81
7.0
7.9
6.4
486.55
486.17
25.5
0.015
15
0,010
10.3
8.4
3.0
Includes flows Bond St.
492.00
5.45
43.6
43.5
43.4
0.00
0.90
0.00
0.81
7.1
7.9
6.4
485.97
485.00
64.4
0.015
15
0,010
10.3
8.4
7.6
493.83
7.86
43,5
43.4
43.3
0.55
0,80
0,44 1
1.25
7.2
7.9
9.8
484.80
484.33
47.3
0.010
18
0.010
13.7
7.7
6.1
492.58
7.78
43.4
43.3
43.2
0.29
0,88
0.26
1.51
7.3
7,8
11.8
484.13
483.15
97.8
0.010
21
0.010
20.7
8.6
11.4
0,00
492.06
7.93
43.3
43.2
43.1
0.18
0.85
0.15
4.39
7.5
7.8
34.0
482.95
481.25
1 169.7
0.010
30
0.010
53.5
10.9
15.6
491.03
8.08
43.2
43.1
43
0.20
0.80
0.16
4.55
7.7
7.7
34.9
481.05
480.35
69.7
0.010
30
0.010
53.6
10.9
6.4
489.31
8.26
43.1
23
22
1
9.21
11.74
6.6
60.8
483.83
480.20
240.15
0.0151
42
0.010
161.2
16.8
14.3
Future Development Flow
499.08
15.25
23
22.1
22
1.85
0,85
1.57
1.57
7.0
7.9
12.5
484.78
484.50
28.4
0.010
18
0.010
13.6
7.7
3.7
490,03
5.25
22.1
22
43
2.28
0.85
1.94
12.72
11.98
6,5
83.3
480.45
479.63
1! 20.58
0.0398
48
0.010
373.7
29.7
0.7
From Block El
48972
9.27
22
43
42
0.00
0.85
0.00
17.27
12.0
6.5
113.0
479.43
1 478.18
92.6
0.013
48
0.010
217.5
17.3
5.4
489.34
9.91
43
42.1
42
7.2
478.50
478.18
63.0
0.005
15
0.010
6.0
4.9
12.9
484.00
5.50
42.1
42
41
0.24
0.74
0,18
20.17
12.1
6.5
131.7
477.98
475.98
148.4
0.013
48
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217.4
17.3
8.6
488.35
10.37
42
41
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7.65
0.85
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26.67
12.2
6.5
173.3
474.78
473.42
100.7
0.014
48
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217.6
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5.8
486.96
12.18
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40.1
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0.14
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0.11
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475.82
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1 469.98
240.0
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48
0.010
217.5
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13.9
483.10
9.88
40
38.2
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0.13
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0.11
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472.17
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4.8
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471.97
471.50
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, 0.019
18
1 0.010
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Developed flows from this area
accounted for at ST41
479.66
7.69
38.3
39
39.1
0,21
0.61
0.13
27.01
12.6
6.4
173.7
469.78
469.341
32,0
0,01448
0.010
219.6
17.5
1.8
479.74
9.916
39
39.1
38
0.16
0.85
0.14
27.01
12.6
6.4
173.6
469.14
465.63
260.1
0.013
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217.5
17.3
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479.55
10.41
39.1
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1 463.89
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17.3
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37
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461.49
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217.8
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456.00
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217.6
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22.6
To Interim North SWM
472.28
10.99
44
NOTE: FLOWS FROM THE 100YR STORM EVENT WERE USED TO SIZE THE PIPES IN THE STORM SEWER COMPUTATIONS
INLETS IN SUMP, DESIGN (CURB
SPREAD AND INLET SPREAD AND DEPTH)
DESIGNED BY:
PROJECT: AMENDMENT TO
SET REV. NO.
AMAMI
W ENGINEERS
JDB
STONEFIELD BOULEVARD ROAD PLAN
6
SURVEYORSKTM
DRAWN BY:
ALBEMARLE COUNTY, VIRGINIA
DRAWING NUMBER:
PLANNERS
T1 TL E-:
STORM DRAIN COMPUTATIONS
Intensit 6.50
DIHR BY:
Intensity is 4 in/hr for spread, and
6.5 in/hr for capacity
and depth) 1
____-'3HEET
NUMBER:
WWA NUMBER:
FILE NAME:
DISCIPLINE:
SCALE:
H: AS SHOWN
DATE:
/
30Ave-40 rnore Square PI.
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone: 434.316.6090 Phone: 434.984.2700
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208026.02
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PROJECT: AMENDMENT TO
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AMAMI
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JDB
STONEFIELD BOULEVARD ROAD PLAN
6
SURVEYORSKTM
DRAWN BY:
ALBEMARLE COUNTY, VIRGINIA
DRAWING NUMBER:
PLANNERS
T1 TL E-:
STORM DRAIN COMPUTATIONS
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AsSOCIATES
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____-'3HEET
NUMBER:
WWA NUMBER:
FILE NAME:
DISCIPLINE:
SCALE:
H: AS SHOWN
DATE:
/
30Ave-40 rnore Square PI.
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone: 434.316.6090 Phone: 434.984.2700
20of27
www.wwassoeiates.net
208026.02
802602C -C-20. wg
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PRIVATE STREET !DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
12/22/11
DLSIGNED BY:
OP
JDB
IQ
ENGINEER. DRAWN BY:
Cj SURVIEYORS KTM
Lie.. No. 0422 PLANNERS DIHR BY:
AsSOCIATES HFW
5 /o h PO Box 4119 3040 Avemcore Square Pl.
Lynchburg, VA 24502 Charlottesvillie, VA 22911 WWA NUMBER
Phone: 434 316.6080 Phone: 434.984.2700
00 �PONAL www.wwassociatesmet 02
01#4;4*0 1 1 1 208026.
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
SET- REV. NO.
6
5
REVISED BMP ANALYSIS AREA MAP TO SHOW DRAINAGE AREA
JDB
1/27/112
FROM BLOCK Dl
DRAINING NUMBER
C-2 1
TITLE: DRAINAGE AREA MAP
- ---------
SHEET NUMBER:
S
21 of 27
I
FILE NAME:
802602C-C-2l.dwg
DISCIPLINE:
CIVIL
SCALE:
H:l" = 60
V.- NIA
DATE:
j
6116111
NO.
SHEET REVISION
BY
DATE
NO.
SHEET REVISION
13Y
DATE
STORMWATER NARRATIVE
STORMWATER MANAGEMENT FOR STONEFIELD BOULEVARD (DISTRICT AVENEUE) WILL BE PROVIDED BY
THE INTERIM NORTH SWM FACILITY UNTIL THE PERMANENT NORTH SWM FACILITY IS CONSTRUCTED.
DETAILS FOR THESE FACILITIES ARE LOCATED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT
PLAN, WPO# 2010-00023.
A BIOFILTER SHALL BE CONSTRUCTED ADJACENT TO STONEFIELD BOULEVARD (DISTRICT AVENUE) AS
PART OF THESE PLANS TO PROVIDE ADDITIONAL WATER QUALITY FOR STONEFIELD BOULEVARD AND
BLOCK D1 THAT IS NOT ACCOMMODATED FOR BY THE STORMFILTER AND VORTECHS SHOWN AS PART
OF THE PERMANENT NORTH SWM FACILITY ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT
PLAN, WPO# 2010-00023 AND THE NORTH BIOFILTER SHOWN ON THE AMENDMENT TO THE
STONEFIELD TOWNCENTER FINAL SITE PLANS. POLLUTANT REMOVAL CALCULATIONS FOR STONEFIELD
BOULEVARD ARE PROVIDED BELOW.
THE BIOFILTER DESIGNED WITH THESE PLANS HAS BEEN OUTFITTED WITH A 15" LOW FLOW
DIVERSION PIPE WITH A 12" ORIFICE PLATE. FLOWS GREATER THAN THE WATER QUALITY VOLUME
FIRST FLUSH WILL BE DIVERTED TO A 24" HIGH FLOW BYPASS LINE.
POLLUTANT REMOVAL CALCULATIONS
TOTAL DRAINAGE AREA = 2.87ac.
POLLUTANT LOAD FROM BMP COMPUTATIONS = 13,05lbs
REQUIRED POLLUTANT REMOVAL FROM BMP COMPUTATIONS = 9.00Ibs.
DRAINAGE AREA TREATED BY DISTRICT AVE. BIOFILTER = 1.12ac.
(1.12/2.87)x100 = 39% OF TOTAL DRAINAGE AREA TREATED IN BIOFILTER
BIOFILTER POLLUTANT REMOVAL RATE = 65%
POLLUTANT LOAD REMOVED BY BIOFILTER = (0.39)(13.05) x 0.65 = 3.31lbs
POLLUTANT LOAD REMAINING = 13.05 - 3.31 = 9.74lbs
STORMALTER & VORTECHS POLLUTANT REMOVAL RATE = 60%
POLLUTANT LOAD REMOVED BY STORMFILTER & VORTECHS = 9.74 x 0.60 = 5.84lbs
POLLUTANT LOAD REMOVED = 3.31 + 5.84 = 9.15lbs
9.15lbs > 9.00Ibs (POLLUTANT REMOVAL REQUIREMENTS ARE MET FOR DISTRICT AVENUE)
B10FILTER SIZING CALCULATIONS - DISTRICT AVENUE B10FILTER
MINIMUM SURFACE AREA REQUIRED FOR 65% REMOVAL = 110,931 SF x 0.04 = 4,437 SF
BIOFILTER SURFACE AREA PROVIDED = 4,464 SF
NOTE: DISTRICT AVENUE BIOFILTER HAS BEEN SIZED TO ACCOMODATE IMPERVIOUS AREA FROM BLOCK
D1 PARKING. REFER TO STONEFIELD BUILDING C1 -IV FINAL SITE PLAN AMENDMENT FOR DETAILS.
MIN. FOREBAY AREA REQUIRED = 4,464 X 0.10 = 446 FT?. FOREBAY AREA PROVIDED = 466 FTa.
B10FILTER CONSTRUCTION SPECIFICATIONS
BIOFILTERS SHOULD BE CONSTRUCTED AFTER ALL SITEWORK IS COMPLETE AND STABILIZATION
MEASURES HAVE BEEN IMPLEMENTED. BIORETENTION FILTERS MUST BE PROTECTED FROM ALL
SEDIMENT
LOADS TO PREVENT MALFUNCTION. ALL BIOFILTRATION AREAS WILL REMAIN "OFF-LINE" FROM
STORMWATER INFLOW' UNTIL THEIR RESPECTIVE DRAINAGE AREAS ARE FREE FROM LOOSE SEDIMENTS
WHICH COULD WASH INTO THE FACILITY. IN ADDITION, ALL CONSTRUCTION ACTIVITIES IN THESE AREAS
MUST BE MINIMIZED TO REDUCE COMPACTION OF IN-SITU SOILS, WHICH SHALL BE CORDONED OFF
TO PREVENT ACCIDENTAL COMPACTION BY EQUIPMENT DURING THE REMAINDER OF THE
CONSTRUCTION PHASE IN THAT AREA.
B10FILTER SEQUENCE OF CONSTRUCTION
SOURCE: VIRGINIA STORMWATER MANAGEMENT HANDBOOK
1. REMOVE ALL ACCUMULATED SEDIMENT AND EXCAVATE BIOFILTER AREA TO PROPOSED DEPTH, USE
RELATIVELY LIGHT, TRACKED EQUIPMENT TO AVOID COMPACTION OF THE BASIN FLOOR, AFTER
FINAL
GRADING IS COMPLETED, DEEPLY TILL THE BASIN FLOOR WITH ROTARY TILLERS OR DISC
HARROWS TO
PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE TEXTURE.
2. INSTALL FILTER FABRIC AT THE BIOFILTER FLOOR OVERLAPPING A MINIMUM OF 12 INCHES,
INSTALL
A 6 INCH LIFT OF UNDERDRAIN GRAVEL (AASHTO M43) AND LIGHTLY COMPACT WITH
LANDSCAPING
ROLLER. INSTALL UNDERDRAIN PIPING, CLEANOUTS AND APPORTENANCES IN ACCORIDANCE WITH
THE
PIPE MANUFACTURER SPECIFICATIONS. INSTALL A 2 FOOT LIFT ON TOP OF UNDERDRAIN SYSTEM
AND
LIGHTLY COMPACT WITH LANDSCAPING ROLLER. WRAP FILTER FABRIC AROUND ALL UNDERDRAIN
GRAVEL.
3. FILL BIOFILTER AREA WITH LUCK STONE BIOFILTER MIX AS SHOWN IN THE PLANS AND DETAILED
IN THE
SPECIFICATIONS
4. INSTALL VEGETATION AND GROUND COVER SPECIFIED IN THE PLANTING PLAN FOR BIORETENTION
AREA.
INSTALL MULCH LAYER IF CALLED FOR IN THE DESIGN.
5. HAND PLACE LANDSCAPING STONE AT THE BIOFILTER INLETS AND WEIRS AS SPECIFIED ON THE
PLANS AND
DETAILS.
6. UPON AUTHORIZATION FROM DESIGNATED INSPECTOR, REMOVE ALL SEDIMENT CONTROLS AND
STABILIZE ALL
DISTURBED AREAS.
B10FILTER UNDERDRAIN SPECIFICATIONS
UNDERDRAIN MATERIAL TYPES
UNDERDRAIN SYSTEMS SHALL BE COMPOSED OF 6 -INCH PVC PIPE (SCHEDULE 40) OR APPROVED
EQUAL.
UNDERDRAIN CONNE(� 10 S
PIPE SECTIONS SHALL BE COUPLED USING SUITABLE CONNECTION SOCKET -WELDED JOIINTS. FIELD
CONNECTIONS
TO STORMDRAIN STRUCTURES AND PIPES SHALL BE SEALED WITH POLYMER GROUT MAITERIAL THAT IS
CAPABLE
OF ADHERING TO SURFACES. UNDERDRAIN PIPE SHALL BE CAPPED (AT STRUCTURE) UINTIL
COMPLETION OF SITE.
UNDERDRAINS CONNECTED DIRECTLY TO A STORM DRAINAGE STRUCTURE SHALL BE NOIN-PERFORATED
FOR A
DISTANCE OF AT LEAST 5 FEET FROM THE STRUCTURE INTERFACE TO AVOID POSSIBLE PIPING
PROBLEMS,
UNDERDRAIN PERFOFZAT O S
UNDERDRAIN PERFORATIONS SHALL BE X" PERFORATIONS, 6" CENTER TO CENTER, ALOING TWO OR
THREE EQUALLY SPACED LONGITUDINAL ROWS. PERFORATIONS SHALL BE PLACED CLOSIEST TO THE
INVERT OF THE PIPE: TO ACHIEVE MAXIMUM POTENTIAL FOR DRAINING THE FACILITY. NO)
PERFORATIONS ARE TO BE WITHIN 5 FEET OF WHERE THE UNDERDRAIN SYSTEM CONNECTS TO A
STORMDRAIN STRUCTURE.
UNDERDRAIN INSPECTION
THE CONTRACTOR SHALL CONTACT THE COUNTY WATER RESOURCES INSPECTOR 24 -HOURS PRIOR TO
BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN
INSTALLATION AND SOIL MIX.
SEGMENTAL RETAINING WALL NOTES
1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION.
FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL
MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING
PERMIT REQUIRED AND SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR.
2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" GUARDRAIL, SEE DETAIL THIS SHEET, ALL
GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA REQUIREMENTS.
3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL DESIGN.
4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED DY THE
OWNER.
5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "DESIGN MANUAL FOR SEGMENTAL RETAINING
WALLS."
6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHEIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS
REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP
DESIGN DRAWINGS PRIOR TO CONSTRUCTION.
7, GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER.
8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE
RESPONSIBILITY OF THE WALL DESIGNER.
9, PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON -REINFORCED CONCRETE TO THE LINES) AND GRADES SPECIFIED BY
THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM THICKNESS, AND SHALL EXTEND 6" MINIMUM IN FRONT AND IN BACK OF THE
WALL UNITS.
10. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE
HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT.
11, GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF CLEAN MNGULAR GRAVEL, MEETING
THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422.
SIEVE SIZE PERCENTAGE PASSING
1 INCH 100
3/4 INCH 75-100
No. 4 0-60
No. 40 0-50
No, 200 0-5
12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC U'SCS SOIL TYPES GP, GW,
GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422.
SIEVE SIZE PERCENTAGE PASSING
4 INCH 100
No. 4 20-100
No. 20 0--60
No. 200 0-30
THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20, THE
FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS
13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR SLOTTED.
14. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S INSTRUCTIONS.
15. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING CONSTRUCTION.
WATERTIGHT CAP ON
TERMINAL END OF PIPE
6" SCREW CAP
ON GRADE
0 0 0
0 0 0
476.5
TW -487 0 RETAINING WALL WITH
HANDRAIL. REFER TO THIS
---- SHEET FOR DETAILS.
FOREBAY WEIR
BIOFILTER SURFACE=481.0
/ 2.5' MIX
1.0' GRAVEL UNDERDRAIN --J
PROVIDE 6 -INCH PIPES ACROSS
ENTIRE WIDTH AT 15' O.C.
(SEE PLAN VIEW FOR PLACEMENT)
DISTRICT AVE. BIOFILTER-SECTION G
SCALE: NTS C-22 C-22
1.00'
1.00'
l C� CLASS Al 1 1 -RIP -RAP
WEIR WALL DETAIL
NTS
6" PVC
NONPERFORATED
STANDPIPE
FILTER MIX
USE 45' WYE AND FITTING
OR EQUIVALENT TO CONNECT
UNDERDRAIN TO STANDPIPE
o`' FLOW ---- o 011,
0 0 0 0 0
0 0 0 00 0 0 0 ca
UNDERDRAIN DETAIL - 6" P.V.C. CLEANOUT
AND UNDERDRAIN CONNECTION DETAIL
NTS
1'
42" HIGH DECORATIVE GUARDRAIL- 1 42" HIGH DECORATIVE GUARDRAIL -
SEE GUARDRAIL DETAIL THIS SHEET SEE GUARDRAIL DETAIL THIS SHEET
TRIM CAP WITH CONTINUOUS TRIM CAP WITH CONTINUOUS
ADHESIVE ADHESIVE
(AS PER MANUFACTURER'S (AS PER MANUFACTURER'S
RECOMMENDATION) -\ RECOMMENDATION) --v
GRANULAR
DRAIN (#57
STONE) FILL
BETWEEN AND
BEHIND
ANCHORS
HEIGHT
H'
VARIES
EMBEDMENT
\\
VARIES*
PLANTED AREA
- FILTER FABRIC
- REBAR (TYP.)
- SELECT MATERIAL TO
BE APPROVED BY
GEOTECHNICAL ENGINEEI
GEOGRID
(AS NECESSARY)
PER WALL HEIGHT
GRANULAR DRAIN (#57
STONIE) FILL BETWEEN
AND BEHIND ANCHORS ------
HEIGHT
H'
VARIES
CONCRETE COLLAR--
RIPRAIP SCOUR PROTECTION
AS REQUIRED _
EMBEDMENT
VARIES* --
E'mm-.321fl�;
N
"3'e,
-• -
4 GRAVEL (AASHTO
M43, -
WRAPPED
.f M
NOTE:
RETAINING WALL TO BE
WATERTIGHT .O BASE
OF ••
•
OUTLET
STRUCTURE
6. PVC
PERFORATED
PIPE
-FILTER FABRIC
- REBAR (TYP.)
- SELECT MATERIAL TO
BE APPROVED BY
GEOTECHNICAL ENGINEEI
GEOGRID
(AS NECESSARY)
PER WALL HEIGHT
E
nnninnr-rr- nni i An
-'PERFORATED SUBDRAIN (DAYLIGHT TO NEAREST STORM DRAIN)
PERFORATED SUBDRAIN (DAYLIGHT TO NEAREST STORM DRAIN) %''i
COMPACTED GRANULAR BASE OR OPTIONAL
COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAD
CONCRETE LEVELING PAD
MAX. WALL BATTER = %8" PER 8" HIGH BLOCK
NOTE: * MINIMUM 3'-0" EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH
RETAINING WALL TO BE WATERTIGHT FROM INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND BEHIND
BASE OF FOOTING TO ELEV. 483.00 WALL OR POOR FOUNDATION SOILS.
SEGMENTAL RETAINING WALL TYPICAL DETAIL
NOT TO SCALE
SAW CUT UNITS
TO FIT WITHIN
1/2" OF PIPE
NORM DRAIN
'IPE
1\II 1./-1i \1 \j J
PROTECTION AS
REQUIRED
---__-_- E ER, ADDED EC -1 RIP -RAP � ®,'` .. DFsrcNFo �Y: PROJECT: SET REV. NO.
--- - --- - _JDB 9/14 1.1__- - -- -- --__-- -- _ _ TH 0.,�1W.AMENDMENT TO
1 REVISED BIO -FLET, DESIGN, SEE NOTE 2 ON DWG. C-1 JDB 12/22/11 - --- -_- __----__-_-----___-- ---------___--- ---___-- -- _-.-_ �� '� -_-- JDB --- (�L ARD ROAD PLAN 6
4 PRIVATE STIR - ET --------------- - -- - - -- �j STONEFIELD BO EV
- - tJ `G3 ENGINEERS DRAWN BY:
5 ADDED RETAINING WALL DETAILS AND UNDERDRAIN CONNECTION JDB 1 27 X12 - >
DETAIL; REVISED BIOFILTER SIZING CALCULATIONS o FARMSvxvEYoxs �-M _ ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBS �.
' --- -- - --- - -- --------- -- - - --- -- ---- --- -- - -- - -- ---- -- PLANNERS TITLE.
DfHR Bl':BIOFILTER DL
7A/LS AND CALCULATIONS C-22
_6 ADDED RETAINING WALL DETAILS; REVISED BIOFILTER SIZING ------ JDB 3/9/112 -- -- - - _---------------.-- __-- __---_---_-__-- Liic.No. 0422
CALCULATIONS o �,w AsSOCIATES HFW _ _ - - - H��T NUMBER.
------ -- --- - - ---- - --- ----- %�/�i �� PO Box 4119 3040 Avemore Square PL DISCIPLINE: 5 C�i L E: DAT E
Lynchburg, VA 24502 Charlottesville,VA22911 WWA NUMBER: FILE NAM
- �IONAL �' Phone: 434.316.6080 Phone: 434.984.2700 802�02�i Ci-22.dW CIVIL H: AS SHOWN 27
- -- --- - - ---- -- - --------------- t
-- ---- 208o2s.02 9 611 6/ 1 22 of
NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DAT E !00# - w �:wwassoolaie-net ---- V: AS SHOWN
E�:
Project [][@iD@g8/\[8@ [)8Sig0@tiOD Stonefiedd Blvd
L ohoon pollutant export in pounds, L= [P(Pj)Rv/12l [ C(A)2.72l
Rx mean runoff coefficient, Rv=8.U5+CiOOQ00
Pi small storm correction factor, 0.0
| percent imperviousness
P annual precipitation, 43' in Albemarle
A project area in aon*n in subject drainage area,
C pollutant concentration, mg/|orppmtarget phosphorus
f factor applied toRR
V required treatment volume in oy. 8.5' ow»rimnpem area A(})43580(0.5/12)/27
RR required /omovo|. L(post)'fxL(pne)
9@RR removal efficiency . RR100/L(poet)
Impervious _Cover _Computation (values ino_feet & square feet)
!t*nm___-___-_-_--------------------------- -- ------'--------------------------
-d |o t �� m|o t
P,�-o�ve/_�nmen_-____'-_-� » �« Length Width subtotal Length Width subtotal
aver4
Driveways Length Width no. SU a Length Width no. subtotal
and walks
Act ively-g razed pasture & Area
Area 2 Area 3 Area 4 1
Area
yards and cultivated turf X 0 08
Parking Lots Area 1 Area i A 'r`e a
0.08
0.70 5x 0 70
.Structures Area no. subtotal
Area
0 25
DESIGNED BY:
0.25
"Other Impervious Areas Area 1 Area 2 Area 3
Area no. subtotal
Area I Area 2 rea 3
Actively -grazed pasture & Area
12/22/11
.yards and cultivated turf 0.08
JX
�Active_ly-g razed pasture & Area
Area
�yards and cultivated turf Ix 0.08
008
��Active crop land Area
Area
ix 0.25
New Development (For Development Areas, existing
re v pre) i L(pre) i L(post)
RR
% RR Area Type
DRAWING NUMBER.
C-23
|(pre)
Development Area
01
t er Rural Land
New Development (For Development 4re �U impervious
C f I (pre) Rv(pre)L(pre) L(post)
RR % RR Area Type
Redevelopment (For Development Areas, existimg impervious
3.6 70 Yo Development Area
0. 35 i 1.00`- 0.05 0-
2.46 93% Drinking Water Watersheds
min. values
0.70 0.90 1 20%1 0.23 i 4.65 1 1 .05
9.41
72%1 Development Area
cover > 20%)
I (pre) !'Rvpre L(pre) L(post)
RR I % RR Area Type
0.40 0,85 I % 0.06 0.59 7.46
5
93W Other Rural Land
0.40 0.85 196i 0.06 0.23 3.01
rev. 3OMay 2O02JN1K
38,768
rev. 30May 2002JMK
Short Version BIVIPComputations For Worksheets 2-6
Albemarle County Water Protection Ordinance: Modified Simple Method
Plan: Stonehe|dBlvd. Road P|aoWat8[Resources Area
Preparer: JDBO8t3: 31 -May' 1
Project Drainage Area Designation Remainder Draining hoNorth Biofilter
L storm pollutant export in pounds, L= [P0zURv/12l [ C(A)2.72l
Rv mean runoff coefficient, Rv=0.OS+0.O090
pj small ntnnn correction factor, 0.8
| percent imperviousness
P annual precipitation, 43" in Albemarle
A project area in acres in subject drainage area,
C pollutant concentration, mg/|orppm target phosphorus
f factor applied to RR
V required treatment volume in cy. 0.6" ovarimporx area = A(1)43560(0.5/12)/27
RR required removal . L(poet) -fx L(pm)
O/oRR vamuvo| efficiency . RR1OD/L(poot)
Impervious .Cover �xComputation (values knfeet -&_ square feet)
|bmmm_-___-......
��vo o | nt
�re��JArea
Paved Lenqth Width subtotal I
Length
Driveways
and walks
Width no. subtotal
Deve\oomentAree
Area
-----
Width subtotal
57,2931 57,293
�Parking Lots Area I Area 2 Area 3 Area 4 lArea 1
Area 2 Area 3 Area 4 1
JDB
9/14/11
Parking Lots Area 1 Area i A 'r`e a
Area 3 Area 4
0.70 5x 0 70
.Structures Area no. subtotal
ravel areas Area 1 Area 2 subtotal
'�Area 1 Area 2 ISUbtotal
DESIGNED BY:
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
i Structures Area no. subtotal
Area no. subtotal
PRIVATE STREET 'DESIGN, SEE NOTE 2 ON DWG. C-1
Actively -grazed pasture & Area
12/22/11
.yards and cultivated turf 0.08
JX
�Active_ly-g razed pasture & Area
Area
�yards and cultivated turf Ix 0.08
008
��Active crop land Area
Area
ix 0.25
'Other Impervious Areas Area I Area 2 Area 3
Area 1 Area 2 Area 3
DRAWN BY:
KTM
DRAWING NUMBER.
C-23
|(pre)
I(post)
New Development (For Development Areas, existing impervious
New Development (For Development 4re �U impervious
C f I (pre) Rv(pre)L(pre) L(post)
RR % RR Area Type
23 1. 58 5.26 1
3.6 70 Yo Development Area
0. 35 i 1.00`- 0.05 0-
2.46 93% Drinking Water Watersheds
min. values
^min. values
impervious,
Redevelopment (For Development Areas, existing
Redevelopment (For Development Arreas, existing impervious
cover > 20%)
I (pre) !'Rvpre L(pre) L(post)
RR I % RR Area Type
Drinking Water Waters��Iids
0 40 0.85 1 1%ii 0.06 036 1 4.15
93%' Other Rural Land
0.40 0.85 196i 0.06 0.23 3.01
er ural Land
rev. 30May 2002JMK
Short Version BIVIPComputations For Worksheets 2-6
Albemarle County Water Protection Ordinance: Modified Simple Method
Plan: Stonehe|dBlvd. Road P|aoWat8[Resources Area
Preparer: JDBO8t3: 31 -May' 1
Project Drainage Area Designation Remainder Draining hoNorth Biofilter
L storm pollutant export in pounds, L= [P0zURv/12l [ C(A)2.72l
Rv mean runoff coefficient, Rv=0.OS+0.O090
pj small ntnnn correction factor, 0.8
| percent imperviousness
P annual precipitation, 43" in Albemarle
A project area in acres in subject drainage area,
C pollutant concentration, mg/|orppm target phosphorus
f factor applied to RR
V required treatment volume in cy. 0.6" ovarimporx area = A(1)43560(0.5/12)/27
RR required removal . L(poet) -fx L(pm)
O/oRR vamuvo| efficiency . RR1OD/L(poot)
Impervious .Cover �xComputation (values knfeet -&_ square feet)
|bmmm_-___-......
��vo o | nt
�re��JArea
Paved Lenqth Width subtotal I
Length
Driveways
and walks
Width no. subtotal
Deve\oomentAree
Area
-----
Width subtotal
57,2931 57,293
�Parking Lots Area I Area 2 Area 3 Area 4 lArea 1
Area 2 Area 3 Area 4 1
JDB
9/14/11
Gra\,el areas Area 1 Area 2 11subtotal 1 ,Area I
Area 2 1 subtotal I
0.70 5x 0 70
.Structures Area no. subtotal
Area no. subtotal
AM
WA� ENGINEERS
SURVEYORS
PLANNERS
AsSOCIATES.
PO Box 4119 3040 Avernore Square P1.
Lynchburg, VA 24502 Ch�loticsvillo, VA 22911
Phone: 434,316,6080 Phone: 434.994.2700
www.wwassociates.net
DESIGNED BY:
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
H -T REV. NO.
6
4
PRIVATE STREET 'DESIGN, SEE NOTE 2 ON DWG. C-1
Actively -grazed pasture & Area
12/22/11
.yards and cultivated turf 0.08
JX
Ix 0.08
,Active crop land Area
Area
0.25 I
x 0.25
,Other impervious Areas Area 1 Area 2 Ar ea
rea 1 Area 2 Area 3
DRAWN BY:
KTM
DRAWING NUMBER.
C-23
|(pre)
I(post)
New Development (For Development Areas, existing impervious
I (pre) i, Rv(pre) �j L(pre) 1 L(post) J RR 1
I Area Type
"_%'IRR
100
min. values
impervious,
Redevelopment (For Development Areas, existing
0 Area Type
Drinking Water Waters��Iids
0 40 0.85 1 1%ii 0.06 036 1 4.15
93%' Other Rural Land
SHEET NUMBER:
WWA NUMBER:
208026.02
rev. 38May 20O JMK
1
REVISED BIOFILTER ROUTINGS PER NEVV GRADING
JDB
9/14/11
Tii op
Lie;. No. 0
5 /o
000,0
AM
WA� ENGINEERS
SURVEYORS
PLANNERS
AsSOCIATES.
PO Box 4119 3040 Avernore Square P1.
Lynchburg, VA 24502 Ch�loticsvillo, VA 22911
Phone: 434,316,6080 Phone: 434.994.2700
www.wwassociates.net
DESIGNED BY:
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
H -T REV. NO.
6
4
PRIVATE STREET 'DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
12/22/11
------
DRAWN BY:
KTM
DRAWING NUMBER.
C-23
TITLE: BMP CALCULATIONS
DIHR 13Y:
HFW
SHEET NUMBER:
WWA NUMBER:
208026.02
FILE NAME:
802602C-C-23.dwg
DISCIPLINE.
SCALE:
H:AS SLHOWNL
V: NIA
DATE:
0/
NO.
REVISION
B'K
SHEET REVISION
F3 Y
0A FF
I /' y ~
-C�j ) ' --- ^' / // ' ' | ```
>
1 5 //
'
/,/
]
,
/ ��
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cc U)
Q '~_^ ) \ ~49A--^ '
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{}N / // / | / / // / ' | zc _~~
�� \ � �/ //' '/ k' �"/ ' '/ // (Qup
/ | __- |
GRAPHIC SCALE, MUST BE USED
SCALE: " == 50" ` r) UPH QUP Qumu�\\ A- UPH
%! q5 cX__
50' AIL -1
�
LIML
0 'CID
01 17+
PE R1 0-i
VV
SA N
CD
`
IF THIS DRAWING IS /\ REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1" = 50,
50, 0 50,
zc /
_--/ E-1---- -___--' ^c |
-'- | OO wvrn- �n'
QUP262J
H-/ | | |
/' ------ H-� � '
U._KIN
k .~'1 D R '77
QUP
I I
/ / / ------- ~� '
� / ___' <
LJ / FX 5O' ACCESS n7---' |
=' FASFWENT
{ /~~. /T»
(kil� ` ~ BE D) | |
QUPQUIPH�
\ L���
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uurr�'
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ALBFIVARLE 111 -ACE F-2 1-1-C
__1 ZONEDNMD
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| - /
( /
~�
/UPH PLAC <LLJ
Lu
ME
/ // /
-1,112
{ ~�PLAC
PLACPLAC '/
0- PLAC
, __---__ -�_
SEPARATE SITE PLANS
� 17 0�`���'
777[ TVT77 p w -
[111-14 D�
14- /1 L L ��A'N�r �U If
ASPHALT �
�
PARK/NC
480------' ------ --
'
~
\ | |
| | \PLAC
| \ 91
LA cfl
| /
------ |
SYS�FE�S CORP,
Ll LAC2
cl 11 DW-m_l )/ E-4 0-4
AC,-
| | / `
/
zc | ||/ | / / / / / / / / / / / / / / \/ / / / / / / / / / / / / / / /~1 / / / / / / / / / / / ,--- --- --- --- --- 474 --- `'
/'/ ) / / ' ' / / ' ' ' / ' / / / \/ / ' / / / / / / �� / / ' ' `/'" ' ' ' ' / / / / / / / / / -- ./
00
^��~` `^ `�
ASPHALT
' ' / / �� \
PARK|N� / / \��'
~-- -'- |
^
\ \ \ \ \ \A \ N-1
CL
00
ILL LI-I/J VJ
1
REVISED STREET FREES PER VDOT COMMENTS
PRIVATE STREET DESIGN, SEE NOTE 2 ON DWG. C-1
JDB
9/14/'l 1
9/22/'11
SET REV. NO.
6
DRAWN DY:
KTM
DRAWING NUMBER:
C_ 9A
FITLE:
LANDSCAPE PLAN AND DEFAILS
4
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone:- 434.316.6080 Phone: 4 34.984.2700
mmwwassodates.net
SfIEET NUMBER:
24 of27
WINA NUMBER:
208026.02
FIL - NA
802602C-C-24.dwg
DISCIPLINE:
SCALE:
V. NIA
DATE:
6116111
NO.
SH�_ET REVISION
-13Y
DA TE
NO.
S[IEE-7- REVISION
BY
OA TE
LiQ. No. 0422
/v`
10NAL S.
A='= ENGINEERS
Q
SURVEYORS
PLANNERS
DESIONED BY:
JDB
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
SET REV. NO.
6
DRAWN DY:
KTM
DRAWING NUMBER:
C_ 9A
FITLE:
LANDSCAPE PLAN AND DEFAILS
DIHR BY:
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone:- 434.316.6080 Phone: 4 34.984.2700
mmwwassodates.net
SfIEET NUMBER:
24 of27
WINA NUMBER:
208026.02
FIL - NA
802602C-C-24.dwg
DISCIPLINE:
SCALE:
V. NIA
DATE:
6116111
9
1. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO CLEARING AND
GRADING CONSTRUCTION.
2. LIMITS OF CLEARING AND GRADING SHALL BE NO CLOSER THAN THE OUTSIDE
DRIP -LINE, BUT NOT LESS THAN 5 FEET FROM THE TRUNK OF THE TREES To BE
PRESERVED.
3. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR
RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND
DISTURBING ACTIVITY SHALL BEGIN UNTIL TREE MARKING HAS BEEN INSTALLED BY
THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING
DEPARTMENT.
4. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTIONMATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP LINE
OF TREES 'TO BE PRESERVED AND PROTECTED.
5. ALL TEMPORARY EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER
MANAGEMENT FACILITIES SHALL BE COORDINATED SO TO NOT ADVERSELY AFFECT
TREES TO BE PRESERVED AND PROTECTED.
6. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP UNE
OF TREES 'TO BE PRESERVED AND PROTECTED.
7. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP
LINE OF TREES TO BE PRESERVED AND PROTECTED. TREE PROTECTION FENCING
SHALL BE INSTALLED ACCORDING TO THE DETAILS HEREIN AND THE EROSION AND
SEDIMENTATION CONTROL HANDBOOK.
8. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL,
CABLE, TELEPHONE OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS
OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION
FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT
POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED BY THE COUNTY
ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES
TO BE PRESERVED AND PROTECTED.
9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE
PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY IN ACCORDANCE
WITH THE PRACTICES IN THE EROSION AND SEDIMENTATION CONTROL HANDBOOK.
CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL
FORESTER OR TREE SPECIALIST.
10. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE
PRESERVED AND PROTECTED SHALL BE AERATED BY PUNCHING HOLES WITH .AN
IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12"
DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE SOIL IS
LOOSENED.
11. ANY AUTHORIZED ROOT PRUNING, BRANCH PRUNING OR OTHER TREE PROTECTION
MEASURES SHALL BE CONDUCTED UNDER THE SUPERVISION OF A CERTIFIED
ARBORIST OR FORESTER.
12. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION
AND SEDIMENTATION CONTROL PLAN MEASURES REMOVED DURING THE FINAL
CLEANUP.
13. SEE EROSION SEDIMENTATION CONTROL PLAN FOR TREE PROTECTION FENCING
DETAILS.
NI��,10111
1. LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL UTILITIES
LOCATED BEFORE BEGINNING ANY DIGGING.
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE,
INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED AND
DEBRIS -FREE CONDITION UNTIL PROJECT HAS BEEN ACCEPTED BY OWNER.
3, CONTRACTOR SHALL LAY OUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS
INCLUDED ON THIS PLAN, INCLUDING PLANT MATERIAL FOR OWNERS APPROVAL
PRIOR TO INSTALLATION.
4. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE
UTILITIES.
5. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM
THE COUNTY ENGINEER EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL
OCCUR WITHIN EXISTING TREE PROTECTION AREAS.
6. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN.
LANDSCAPE ARCHITECT SHALL BE ALERTED BY CONTRACTOR OF ANY DISCREPANCIES
PRIOR TO FINAL BID NEGOTIATION. UNIT PRICES FOR ALL MATERIAL SHALL BE
SUPPLIED TO THE OWNER AT BIDDING TIME. IN THE EVENT OF A PLANT QUANTITY
DISCREPANCY BETWEEN THE PLAN AND THE SCHEDULE, THE PLAN SHALL PREVAIL.
7. ALL PLANT 'MATERIAL SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF
NURSERYMEN'S STANDARDS AND TO HORTUS THIRD (1977 EDITION) FOR BOTANICAL AND
COMMON NAMES.
8. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. OWNER
SHALL RECEIVE TAG FROM EACH PLANT SPECIES AND A LEST OF PLANT SUPPLIERS. )WHERE
ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL
MEET THE NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR
NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN (AAN).
9. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE.
10. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE
JUDGED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION OF
THAT PLANT.
11. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED„ FREE
OF DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. BALLED
AND BURIA,PPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES
SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK
SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD.. AN
ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM SUFFICIENTLY
DEVELOPED TO RETAIN ITS SHAPE WHEN REMOVED.
12. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED, ANID
SHALL BE !GROWN FROM THE NURSERY WITH A SINGLE LEADER UNLESS OTHERWISE
SPECIFIED. PRUNING OF LEADERS OF TREES IMPROPERLY GROWN FOR THE INTENT OF THE
DESIGN SHALL BE REJECTED. NO PRUNING SHALL BE DONE BEFORE PLANTING OR DIURING
THE PLANTING OPERATION EXCEPT FOR PRUNING OF BROKEN LIMBS DUE TO HANDLING.
PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE
LANDSCAPE ARCHITECT.
13. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING
TRANSIT AND DURING ONSITE STORAGE. ROOTBALLS/ CONTAINERIZED PLANTS ARE T(0 BE
THOROUGHLY WATERED DAILY IN THE MORNING. UNDER NO CIRCUMSTANCES ARE TREES TO
BE STORED ONSITE FOR MORE THAN ONE WEEK.
14. NTI-DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN LEAF.
15. TREES SHALL BE LOCATED A MINIMUM OF 4' FROM BUILDING WALLS, RETAINING WALLS AND
SIDEWALKS WITHIN THE PROJECT, IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND
PLANS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO
MAKE SUCH CONFLICTS KNOWN TO THE OWNER OR LANDSCAPE ARCHITECT WILL RESIULT IN
CONTRACTOR'S LIABILITY TO RELOCATE MATERIALS.
16. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY T(0 BE
CLEAR OF 'DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED SO
AS TO NOT IMPEDE DRAINAGE.
17. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS, IF NECESSARY. CONTRACTOR
SHALL ENSURE THAT TREES REMAIN UPRIGHT FOR THE DURATION OF GUARANTEE PERIOD.
STAKING AI;',dD GUYING SHALL NOT POSE ANY SAFETY HAZARD.
18. SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL. TO THE
TOP OF MATURE GROWTH. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING
EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK.
19. ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH DEBRIS AND
EXCESS MATERIALS FROM THE WORK AREA AND THE PROPERTY (ESPECIALLY AT ALL CURB,
GUTTERS AND SIDEWALKS) DAILY DURING INSTALLATION.
20, CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, FOR
ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS. CONTRACTOR MUST CONTACT THE
OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S),
21. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY.
CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE LIST OF ALL DEAD MATERIALS
REMOVED AND PRESENT A COPY OF THE LIST TO THE OWNER AT THE END OF THE
CONTRACT PERIOD. CONTRACTOR SHALL REPLACE GUARANTEED PLANTS AT THE END OF THE
GUARANTEE PERIOD OR CLOSEST PLANTING SEASON.
22. THE CONTRACTOR SHALL POWER TILL THE ENTIRE PLANTING AREA TO A DEPTH OF 8"
BEFORE PLANTING. ADD SOIL AMENDMENTS AS RECOMMENDED BY SOIL TEST AND DETAILS,
23, PLANTING BACKFILL MIXTURE SHALL BE THREE PARTS EXISTING TOPSOIL MIXED
EVENLY WITH ONE PART ORGANIC COMPOST MIX. EXISTING TOPSOIL SHALL BE FREE
OF STONES, LUMPS, PLANTS, ROOTS, AND OTHER DEBRIS OVER 2 INCHES. IT
SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL
SHALL HAVE A PH RANGE OF 5.5 TO 6.5.
24. REMOVE ALL BINDING MATERIALS BEFORE PLANTING. PLANTING SHALL OCCUR IN
ACCORDANCE WITH ALL DETAILS.
25. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, AND MANEUVERED ONCE IN 1'r,
BY LIFTING FROM THE BALL (NEVER FROM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL
SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT WITH THE MOST
DESIRABLE SIDE PLACED TOWARD THE PROMINENT VIEW (SIDEWALK, STREET, ETC.).
26. THE TREE OR SHRUB PIT SHALL BE BACKFILLED HALFWAY INITIALLY WITH APPROVED SOIL
MIXTURE AND TAMPED FIRMLY. ALL ROPES AROUND THE ROOTBALL SHALL BE CUT, WIRE
BASKETS ARE TO BE GUT/REMOVED HALF OF THE DEPTH OF THE BALL AND THE BURLAP OR
BALL WRAP 1S TO BE PULLED BACK ONE-THIRD ON ALL B&B PLANT MATERIAL. COMPLETE
BACKFILLING THE PLANT PIT AND TAMP FIRMLY. BACKFILL SOILS SHALL NOT COVER THE TOP
OF THE ROOTBALL.
27, A SOIL INOCULANT CONTAINING MYCORRHIZAE AND ROOT BIOSTIMULANTS SHALL BE ADDED
AFTER COMPLETION OF THE BACKFILLING. CONTRACTOR SHALL PROVIDE FERTILIZER APPLIED
AT THE TIME OF PLANTING PER SOIL TEST SPECIFICATIONS USING A SLOW-RELEASE NATURAL
FERTILZER.
28. MULCH MATERIAL SHALL BE AGED (6 MON MIN) SHREDDED HARDWOOD MULCH OR APPROVED
EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN
MATTER.
29. AFTER PLANTING, EVENLY SPREAD 3-4" OF SHREDDED HARDWOOD BARK MULCH OVER ALL
PLANTING AREAS AND PULL BACK MULCH FROM PLANT STEM OR TREE TRUNK A DISTANCE
OF 2" MIN. UNDER NO CIRCUMSTANCES IS THE TRUNK TO BE BURIED IN ANY DEPTH OF
MULCH. IF NOTICED 1N A POST -CONSTRUCTION VISIT, CONTRACTOR CAN BE ASKED TO
RE -VISIT THE SITE AND FIX THE MULCH ACCORDINGLY.
30. ALL PLANTS SHALL BE THOROUGHLY WATERED WITHIN 24 -HOURS OF PLANTING.
31. ALL SLOPES 3:1 OR STEEPER SHALL BE PLANTED WITH GROUND COVER PLANTINGS AND/OR
VINES IN ACCORDANCE WITH TABLE 3.37-C OF THE VESCH (UNLESS OTHERWISE PROVIDED IN
THE LANDSCAPE PLAN),
SET TOP 1/8 OF
ROOT BALL ABOVE
FINISHED GRADE -
EX. GROUND
0
I
N
2"X2" HARDWOOD STAKE
3 PER TREE. DRIVEN
INTO FIRM SUBGRADE
AT 45'
-N
DOUBLE STRAND 12 -GA.
GALV. WIRE TWISTED IN 1/2"
RUBBER HOSE
3" MULCH EXTENDED
OVER BERM
\Y EARTH SAUCER'
45'
avr
SUBSOIL BROKEN
WITH PICK
R
12"
CD
SET TOP 1/8 OF
ROOT BALL ABOVE
FINISHED GRADE
3"
EX. GROUND l - MIN
DOUBLE STRAND 12 -GA
GALV. WIRE TWISTED IN 1/2"
RUBBER HOSE 6" FROM
TOP OF STAKE
2"X2" HARDWOOD STAKE
2 PER TREE
3" MULCH EXTENDED
OVER BERM
-3" EARTH SAUCER
I I I MI 11 -11 1- 1 1---I 11
z -- -_-
REMOVE BURLAP
FROM TOP 1/2
- REMOVE BURLAP �_- f !, . = OF ROOTBALL
FROM TOP 1/2
- i�iiii-���--
OF ROOTBALL = - - - BACKFILL WITH SOIL MIX
1=1 OF 3/4 EXISTING SOIL &
BACKFILL WITH SOIL MIX SUBSOIL 1/4 ORGANIC MATTER
OF 3/4 EXISTING SOIL & N BROKEN/SCARIFIED
1/4 ORGANIC MATTER WITH PICK OR SPADE
NOTE:
THIS DETAIL FOR DECIDUOUS AND EVERGREEEN TREES OVER 12' IN HEIGHT
GUYING DETAIL FOR LARGE TREES
NOT TO SCALE
NOTE: 112"
THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT.
SET TOP 1/8 OF
ROOT BALL ABOVE
FINISHED GRADE -
REMOVE BURLAP -
FROM TOP 1/2 OF
ROOT BALL
BACKFILL WITH SOIL MIX
OF 3/4 EXISTING SOIL &
1/4 ORGANIC MATTER
PLANTING AND STAKING DETAIL
NOT TO SCALE
EXISTING SUB -BASE
PRUNE BACK 1/3 GROWTH TO REMOVE
PROBLEM, DISEASED OR WEAK BRANCHES
It
.- 12
MIN
SHRUB PLANTING DETAIL
NOT TO SCALE
3" MULCH
3" EARTH SAUCER
1
PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR REQUIRED LANDSCAPE
JDB
Total
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ENGINEERS
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PLANNERS
_- --- -_
PO Box 4114 3040 Avemore Square PI.
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone' 434 316.6080 Phone• 434 984 2700
_
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Canopy @
Canopy
SET REV. NO.
Symb
QTY
Botanical Name
Common Name
Type
Size
Spacing
Remarks
10 -Yr (sf)
Total (sf)
x
-----� --- ------ --- ----
---------- ---- -----
--
DRAWN BY:
DRAWING NUMBER:
-25
QUPH
33
Quercus phellos
Willow Oak
B&B
2 1/2
Cal
A.S.
L -Shade (Street Trees)
419
13827
- -
JUC012
248
Juniperus conferta
Shore Juniper
Cont.
#3
18" sprd
Groundcover/Shrub
0
0
SCALE:
H : N/A
V. N/A
DATE: J
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---
- -- --- -- -- ------ - --- ------ ---
---
-_
--
NO.
- -- - - -- -- -- - --- ---- --- --- -- -
SHEET REVISION
BY
DATE.-
---
ND
- -- - - - -- -- ----------
SHEET REVISION
-
BY"
-
DATE
PEOR10
350
Pennisetum
Oriental
Cont.
#1
24" oc
Groundcover/Grass
0
0
onentale
Pennisetum
LIMU6
160
Liriope muscari
Big Blue Lilyturf
Cont.
#1
12" oc
Groundcover
0
0
0 ,''
PLAC2
36
Platanus acerifolia
Plane Tree Bloodgood London
B&B
cal 2 1/2"
A.S.
L -Shade (Street Trees)
422
'15192
TOTAL CANOPY OF TREES AND SHRUBS IN REQUIRED LANDSCAPE
29,019
NOTE: 112"
THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT.
SET TOP 1/8 OF
ROOT BALL ABOVE
FINISHED GRADE -
REMOVE BURLAP -
FROM TOP 1/2 OF
ROOT BALL
BACKFILL WITH SOIL MIX
OF 3/4 EXISTING SOIL &
1/4 ORGANIC MATTER
PLANTING AND STAKING DETAIL
NOT TO SCALE
EXISTING SUB -BASE
PRUNE BACK 1/3 GROWTH TO REMOVE
PROBLEM, DISEASED OR WEAK BRANCHES
It
.- 12
MIN
SHRUB PLANTING DETAIL
NOT TO SCALE
3" MULCH
3" EARTH SAUCER
1
SCHEDULE PER REVISED STREET TREES
REVISED PLANT SC
JDB
9,/14/1 1
-
- -
�x O� �J�.,�
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wxASSOCIATES__
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ENGINEERS
SURVEYORSxrM
PLANNERS
_- --- -_
PO Box 4114 3040 Avemore Square PI.
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone' 434 316.6080 Phone• 434 984 2700
_
- ww .wwassoclates.net--- -
°�sicNEn er:
Jae
PROJECT:
AMENDMENT TO
STONEFIELD BOULEVARD ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
SET REV. NO.
------------- -- --- -- -- - ---
_
--
--
- --------
-
---------------------- ------ ----
-
-----� --- ------ --- ----
---------- ---- -----
--
DRAWN BY:
DRAWING NUMBER:
-25
TITLE:
G DEI -AILS, NOTES AND SCHEDULES
LANDSCAPING
- -
--
-----------__ _- ----____-- -_- --------------
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SCALE:
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V. N/A
DATE: J
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---
- -- --- -- -- ------ - --- ------ ---
---
-_
--
NO.
- -- - - -- -- -- - --- ---- --- --- -- -
SHEET REVISION
BY
DATE.-
---
ND
- -- - - - -- -- ----------
SHEET REVISION
-
BY"
-
DATE