HomeMy WebLinkAboutSUB201700117 Plan - Approved Road Plan and Comps. 2020-01-02BROOK H I LL SITE DATA TABULATION
Zoning Information:
Neighborhood Model District (ZMA201500007 Approved 11/09/2016)
Site Topography Field Verification Date: 06/01/18
Magisterial District:
Rivanna District
Special Use
SP2015000025 (Approved 11/09/2016)
Permits:
Parcel ID
Owner
Owner Address
TMP
DB/PG
Area (AC)
Haugh, Charles R &
435 Park St.
04600-00-00-01800
E. J. Olgesby Jr
Charlottesville VA, 22901
46-18
731/690
13.95
(Trustees)
Charles R Haugh &
2575 Seminole Trail
04600-00-00-018AO
Elizabeth Anne
Charlottesville VA, 22901
46-18A
1333/450
28.68
Oglesby Haugh
Crocket
435 Park St.
04600-00-00-019AO
Corporation Haugh
Charlottesville VA, 22901
46-19A
4997/724
15.90
& Helvin
Crocket
435 Park St.
04600-00-00-019131
Corporation Haugh
Charlottesville VA, 22901
46-19131
5003/384
8.47
& Helvin
ISSUED FOR
CONSTRUCTION
SIGNATURE DATE SIGNATURE DATE
SIGNATURE DATE
THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING
FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES
BEPC PROJECT # V152000
REVISION DATE: 6/14/18
"REVISION 4" NARRATIVE:
E:
THE FOLLOWING REVISIONS HAVE BEEN MADE TO THIS PLAN FOR THE "FIELD REVISION 4" SUBMISSION:
1. RELOCATION OF INLET E1 AT THE INTERSECTION OF POLO GROUNDS AND ROUTE 29.
2. CLARIFICATION ON GRADING INTENT OF THE PLANS SHOWING TO KEEP THE EASTBOUND LANE
EXISTING ALONG POLO GROUNDS ROAD, AND TO MATCH EXISTING WITH THE MEDIAN EDGE OF
PAVEMENT.
3. INLET ADDED TO COLLECT WATER FROM EXISTING SUPER ELEVATED ROAD SECTION AT STATION
±16+28.
4. ADDITIONAL GRADING DETAIL AND CROSS SECTIONS HAVE BEEN ADDED AT THE PROPOSED
INTERSECTION OF ARCHER AVE AND STELLA LANE TO ADD DETAIL FOR CONTRACTOR.
[I oil 1, a, I R, I ba), i ft
, �, %I
TAX MAP PARCELS
04600-00-00-001800
M,A0000tell]111101111E��_�I;
04600-00-00-001900
04600-00-00-019AO
04600-00-00-019B1
04600-00-00-019B3
LOCATION OF SITE
ROUTE 29 (SEMINOLE TRAIL ROAD) AND
STATE ROUTE 643 (POLO GROUNDS ROAD)(
N
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RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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LOCATION MAP
COPYRIGHT ADC THE MAP PEOPLE
PERMIT USE NO. 20602153-5
SCALE: 1 "=2000'
♦ OWNER:
HAUGH, CHARLES R & E. J.
OLGESBY JR (TRUSTEES)
435 PARK ST.
CHARLOTTESVILLE VA, 22901
11 1 1604 al.) :1� 1�
♦ APPLICANT:
RIVERBEND MANAGEMENT
321 EAST MAIN STREET, SUITE 201
CHARLOTTESVILLE, VA 22902
(434)245-4932
CONTACT: ALAN TAYLOR
BOHLER
E N G I N E E R I N G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
www.BohlerEngi'neering.com
APPROVED
by the Albemarle County
Community Development Department
Date 1/2/2020
File SUB201700117
SHEET I DEX
H T T L
S ET U E
COVER SHEET
C-100
APPROVED PROFFERS
C-103 - C-104
APPROVED ZONING MAP AMENDMENT PLAN
C-105
OVERALL BUFFER EXHIBIT
C-106
OVERALL TRAIL EXHIBIT
C-107
EXISTING CONDITIONS AND DEMOLITION PLAN
C-201 - 205
OVERALL SITE PLAN
C-300
ROAD PROFILE - POLO GROUNDS ROAD
C-301 - C-303
ROAD PROFILE - STELLA LANE
C-304 - C-306
.0 R VE E
O P OFI E-AR
-307
SITE, GRADING & UTILITY PLAN 4 s s s s s s
s s C-308 - C-312
INTERSECTION DETAILS
C-313-C-314A
I A 1
It 11
POLO GROUNDS ROAD SECTIONS
C-319
RAINAG DIV DES PLA
C- 00 - C-604
III, IL
MAINTENANCE OF TRAFFIC PLAN
C-605
LANDSCAPE PLAN
C-701 - C-703
LANDSCAPE LEGEND
C-704
A S O T
0
STORM PROFILES
C-801 - C-805
STORM COMPUTATIONS
C-807 - C-810
I OILE
C- 1 - -8
SANITARY SEWER COMPUTATIONS
C-815
WATERLINE PROFILES
C-820 - C-823
FIRE HYDRANT PROFILES
C-823A
SIGHT DISTANCE PROFILES - POLO GROUNDS ROAD
C-824 - C-825
SIGHT DISTANCE PROFILE - RT 29
C-826
SIGHT DISTANCE PROFILE - ARCHER AVENUE NORTH AND SOUTH
C-827
SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 1 WEST
C-828
SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 1 EAST
C-829
SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 2 WEST
C-830
SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 2 EAST
C-831
SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 3 WEST
C-832
SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 3 EAST
AND ROUNDABOUT
C-833
TYPICAL ROAD SECTIONS
C-901 - C-904A
CONSTRUCTION DETAILS
C-905 - C-909A
SIGN DETAILS
C-910 - C-911
WATER DETAILS
C-912 - C-913
SANITARY SEWER DETAILS
C-914 - C-915
TRUCK TURN AND FASTEST PATH PLAN
C-916
REVISION SHEETS
CULVERT CROSSING (A52 - A50)
C-917
CULVERT CROSSING (A62 - A60)
C-918
CULVERT CROSSING (1342 - B40)
C-919
CULVERT CROSSING (1352 - B50)
C-920
CULVERT CROSSING (B61 - B60)
C-921
I P F
PROPOSED STORM REVISION
C-923
CONTACT INFORMATION
REFERENCES
♦ BOUNDARY & TOPOGRAPHIC/ALTA SURVEY:
"ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC."
PREPARED BY: ROUDABUSH GALE
PROJECT NUMBER: V152000
DATED: OCTOBER 18, 2016
CODE OF DEVELOPMENT:
♦ PREPARED BY: COLLINS ENGINEERING
ZMA201500007
DATED: JUNE 15, 2015
(REVISED OCTOBER 13, 2016)
(APPROVED NOVEMBER 9, 2016)
VARIANCE 1 AND 2 APPROVED: SEPTEMBER 5, 2018
♦ SPECIAL USE PERMIT:
SP201500025
♦ ROUTE 29 IMPROVEMENT PLANS:
"PLAN AND PROFILE OF PROPOSED STATE HIGHWAY"
PREPARED BY VIRGINIA DEPARTMENT OF TRANSPORTATION
PROJECT NUMBER: 0029-002-135
DATED: 10/22/2015
♦ VIRGINIA STORMWATER MANAGEMENT PLAN WP0201700037
"BROOKHILL SECTION 1, BLOCK 4A AND BLOCK 8A, ZMA2017-007 BROOKHILL"
PREPARED BY: BOHLER ENGINEERING
PROJECT NUMBER: V152000
DATED: 9/27/17
APPROVED: 11/16/18
GOVERNING ING AGENCIES
♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-5832
FAX: (434) 972-4126
♦ ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA 22911
TEL: (434) 977-4511
FAX: (434) 979-0698
♦ VDOT CHARLOTTESVILLE RESIDENCY
701 VDOT WAY
CHARLOTTESVILLE, VA 22911
TEL: (434) 293-0011
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REVISIONS
REV
DATE
COMMENT
BY
REVISIONS PER
3
8/30/18
VDOT COMMENTS
RTY
REVISIONS PER
4
9/5/18
ACSA COMMENTS
RTY
5
9/28/18
FOR APPROVAL
RTY
SIGNATURE
6
10/30/18
SUBMISSION
RTY
7
11/21/18
FIELD REVISION
RTY
8
1/29/19
REVISION 1 - SUB 1
RTY
REVISION 1
9
2/28/19
SIGNATURE SUB
RTY
10
5/30/19
FIELD REVISION 2
RTY
11
9/13/19
FIELD REVISION 3
RTY
12
12/20/19
FIELD REVISION 4
RTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 05/30/19
SCALE: AS NOTED
CAD I.D.: SD5
PROJECT: ROAD
IMPROVEMENT
PLAN
FOR
-TASTE Ri7 : UTE 6 ]P!L®
GROUNDSROAD,
STELLA LANE E AND
A RC H[ER A V ENU E
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
OC��
IE N G H N ]E IE R H ICY G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
pLTH -
0
V R N YA R y
.� Lic. No. 0402056625 4r
12/20/19
�S'S/ANAL ��G
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
C-100
C:\USERS\DREARDON\APPDATA\LOCAL\TEMPWCPUBLISH_11316\V152000SD5.DWG PRINTED BY: DREARDON 12.20.19 @ 1:53 PM LAST SAVED BY: DREARDON
CONTACT: RYAN T. YAUGER, P.E.
i
i
PROP. 24" T012"
TAPPING
SLEEVE AND VALVE
PROP.
Q A%AIrl IT
\
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ASPHALT TRA i L
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" LIMITS OF
` .DISTURBANCE
MANAGED SLOPES PH I1 1) (; IR l VI I v II IS ii?
>�y/7 100 Y
® ■
TC 3 1
N
1. POLO GROUNDS ROAD DESIGNED AS URBAN COLLECTOR LOW SPEED, AT A DESIGN SPEED OF 35 MPH.
2. ARCHER AVENUE AND STELLA LANE ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 30 MPH.
3. PROPOSED 8' ASPHALT TRAIL, SERVICING THE PROPOSED PEDESTRIAN TUNNEL AT STATION 41+53 IS TO CONNECT TO
PROPOSED GREENWAY TRAIL NETWORK IN FUTURE RESIDENTIAL DEVELOPMENT PLANS.
4. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND
ROUDABUSH GALE, AND THE GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037). THIS IS
SEPARATED BY A DASHED LINE, AND DESIGNATED ARROWS.
5. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RWSA 24" WATERLINE.
CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 24" WATERLINE DURING CONSTRUCTION AND TAPPING.
6. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL
OF THE 24" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN
ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY
RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP.
7. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 24"X12"
TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND TESTING OF THE 24"X12"
TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING
SLEEVE AND ALLOWED TO SET PRIOR TO MAKING THE TAP.
8. PLANS FOR THE MODIFIED WINGWALLS ASSOCIATED WITH STRUCTURE A40 SHALL BE SUBMITTED TO VDOT FOR REVIEW
PRIOR TO INSTALLATION. ANY ADDITIONAL MODIFIED VDOT STRUCTURES NOTED ON THE PLAN WILL BE SUBMITTED TO VDOT
FOR REVIEW PRIOR TO CONSTRUCTION.
1 "= 30'
TC1HILINE - SHEET C-311
D -
SAN07
-
START
L€CT--------------
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REVISIONS
REV
DATE
COMMENT
BY
REVISIONS PER
3
8/30/18
VDOT COMMENTS
RTY
REVISIONS PER
4
9/5/18
ACSA COMMENTS
RTY
5
9/28/18
FOR APPROVAL
RTY
SIGNATURE
6
10/30/18
SUBMISSION
RTY
7
11/21/18
FIELD REVISION
RTY
8
1/29/19
REVISION 1 - SUB 1
RTY
REVISION 1
9
2/28/19
SIGNATURE SUB
RTY
10
5/30/19
FIELD REVISION 2
RTY
11
9/13/19
FIELD REVISION 3
RTY
12
12/20/19
FIELD REVISION 4
RTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 05/30/19
SCALE: 1 "=30'
CAD I.D.: SS5
PROJECT: ROAD
IMPROVEMENT
PLAN
FOR
STATE ROUTE 643 POLO
GROUNDSROAD,
STELLALANE AAND
A4CHERAVENLE T OCATTON OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
LDI 00HL1E
)ENGIN E)E RING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540)349-4500
Fax: (540)349-0321
VA@BohlerEng.com
CAIL
TH OF
2
YA R402056625 4r
20/19N
SHEET TITLE:
SIT]E, GlRADING
& LJTILITY PLAN
/ \ 1
/ / 1 1 � `````-- SHEET NUMBER:
\\
%
--------------- _-- _ C-308
I
POLO GTE OT TNDS ROAD 30 15 7.5 0 30
JC JLSSCALE::11"=�Y30''� JL�
1 "= 30'
C:\USERS\DREARDON\APPDATA\LOCAL\TEMP\ACPUBLISH_11316\V152000SS5.DWG PRINTED BY: DREARDON 12.20.19 @ 1:55 PM LAST SAVED BY: DREARDON
C:\USERS\DREARDON\APPDATA\LOCAL\TEMP\ACPUBLISH_11316\V152000PR5.DWG PRINTED BY: DREARDON 12.20.19 @ 2:08 PM LAST SAVED BY: DREARDON
-
_364
/ 0 _
------------ ---- — 370— G 363 TC 3g
-------------- 5 -
-------------- -_
-------- TC 363 S33 363.8p 36g 6g M 363
— --- • 13 C
13
36--------------- '--------- ---- -------- -- 6
--------------
362.95
G36
G3 3
G 363 02 G 363 6p G 363
TC 36j.46 TC 361.gg ____-- TC 362 PTTC 363. �g TC 363.3g TC32 3 ----- - -�6 --` ` e&
TC TC 36 34 � 363 6p ij!�
C
361 gp 243 TR3. PT ----------------------- -
�
363 1p----------- -- �')
6'R � TC362.pp-------- -TC362.g� ---- TC3632� -------- — � � � -363 � G363•,2 �� 36354
c�I. ---------- — — — — — —
----------
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/ -----�__�---------- _ 10—) -- ---
-------------- -
- — --------------
------ ---------
,-' STATE ROUTE 643--POLO G'DnUNDS ROAD ---- ----- -- _- --
-----------------
PROP. DESIGN -SPEED 35 MP_N__ `
1,069' FROM INTERSECTION OF SEMINOLE TRAIL
ROAD TO INTERSECTION OF STELLA LANE
EX. EDGE OF
PAVEMENT
PROPOSED PROPOSED I3' r u,u0
14.5' LEFT PROPOSED WESTBOUND 2' GUTTER PROPOSED 10'
TURN LANE 4' MEDIAN THROUGH LANE ASPHALT TRAIL
163% \I 2.08%
]POLO GROUNDS ROAD SECTION 1
AT STATION 18+80.46
NOT TO SCALE
PROPOSED PROPOSED13'
14.5' LEFT PROPOSED WESTBOUND
TURN LANE 4' MEDIAN THROUGH LANE
EX. EDGE OF I G 362.61± TC 362.81± TC 362.43+ G 361.
PAVEMENT 2.08% G 362.31± 9.50% G 361.93+ G 361.
G 362.30± 3.OL inn -
2.08%
\ \//\��T/'r'sn c''//\//\//\//\/E�isfii� b� 't�T j\//\//\\//\ ,,,�.►
POLO GROUNDS ROAD SECTION 2
AT STATION 19+32.19
NOT TO SCALE
EX.
PAEDGE
EXISTING f0.3t PROPOSED PROPOSED 13'
E450000 15.4' LEFT PROPOSED WESTBOUND
G 363.65± �7% r� C 46�± QR%
:► - --- - - Z.U07,
inn.► G 362.88±
VC`"'` /\BE MIULEQ\ \\ �NEWPAVEMENT•\ \ \
SECTION
POLO GROUNDS ROAD SECTION 3
AT STATION 20+09.21
NOT TO SCALE
2' GUTTER PROPOSED 10'
ASPHALT TRAIL
PROPOSED
�2' GUTTER PROPOSED 10'
A —Al TT 11
INTERSECTION CROSS SECTIONS
EX. EDGE OF
PAVEMENT
EXISTING 131'
--------- 354-_--------
POLO GROUNDS ROAD SECTION 4
AT STATION 20+66.99
NOT TO SCALE
AT STATION 21+32.49
NOT TO SCALE
EXIS77NG 12.3'
EASTBOUND PROPOSED
PROPOSED 13'
WESTBOUND
PROPOSED PROPOSED
13'WESTBOUND 2'GUTTER PROPOSED
inrtvuun cwrc�
THROUGH LANE
TC 364.64+
TC 364.27±
G 363.77±
5.45%�
3.22 %
G 364.14± IG 363.70±
2 08% G 363.87±
TC 364.20±
POLO GROUNDS ROAD SECTION 6
AT STATION 22+34.56
NOT TO SCALE
8 CROSSWALK
20 10 5 0 20
1 "= 20'
1. CONTRACTOR TO ENSURE FINAL AS -BUILT CONDITION MEETS AASHTO
RECOMMENDED 5% MAXIMUM CROSS OVER SLOPE IN LANES.
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REVISIONS
REV
DATE
COMMENT
BY
REVISIONS PER
3
8/30/18
VDOT COMMENTS
RTY
REVISIONS PER
4
9/5/18
ACSA COMMENTS
RTY
5
9/28/18
FOR APPROVAL
RTY
SIGNATURE
6
10/30/18
SUBMISSION
RTY
7
11/21/18
FIELD REVISION
RTY
8
1/29/19
REVISION 1 - SUB 1
RTY
REVISION 1
9
2/28/19
SIGNATURE SUB
RTY
10
5/30/19
FIELD REVISION 2
RTY
11
9/13/19
FIELD REVISION 3
RTY
12
12/20/19
FIELD REVISION 4
RTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 11/7/19
SCALE: AS NOTED
CAD I.D.: EX1
PROJECT: ROAD
IMPROVEMENT
PLAN
FOR —
STATE ROUTE 643 POLO
GROUNDS ROAD,
STE]L]LA LA��l��,IE�fiT1�ND
d RCHE LA d ll 'Y E V` �L.J E
]LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
DDJ
00 LTER
IE lY cG II IY IE IE IRL II IY �
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
pLTH OF
O
V R N YA R y
.p Lic. No. 0402056625
12/20/19
�SS�ONAL
0460 .0
IF -SHEET TITLE: -314
POLO GIEZOUNDS
IXDXOAD
SECTIONS
SHEET NUMBER:
C-319
C:\USERS\DREARDON\HPPDATA\LOCAL\TEMP\ACPUBLISH-11316\V152000EX1.DWG PRINTED BY: DREARDON 12.20.19 @ 1:59 PM LAST SAVED BY: DREARDON
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NOTES:
1. INLETS HAVE BEEN SIZED BASED ON THE DRAINAGE AREAS SHOWN AS
MAXIMUM CONDITION. THE DRAINAGE AREAS IN THE FINAL CONDITIONS ARE
ANTICIPATED TO BE SMALLER THAN WHAT IS SHOWN.
2. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED BY
LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE.
ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING
PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037)
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REVISIONS
REV
DATE
COMMENT
BY
REVISIONS PER
3
8/30/18
VDOT COMMENTS
RTY
REVISIONS PER
4
9/5/18
ACSA COMMENTS
RTY
5
9/28/18
FOR APPROVAL
RTY
SIGNATURE
6
10/30/18
SUBMISSION
RTY
7
11/21/18
FIELD REVISION
RTY
8
1/29/19
REVISION 1 - SUB 1
RTY
REVISION 1
9
2/28/19
SIGNATURE SUB
RTY
10
5/30/19
FIELD REVISION 2
RTY
11
9/13/19
FIELD REVISION 3
RTY
12
12/20/19 FIELD REVISION 4
RTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 05/30/19
SCALE: 111=50'
CAD I.D.: DD5
PROJECT: ROAD
IMPROVEMENT
PLAN
,FOR —
STATE ROUTE 643 POLO
\GRO �LJASV DS ROAD,
ST7I}E]LLLA L�11��y]E�AND
A.[4C!C7 ER A �Y E Y�LlE
T OCATT®N OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
EN GINEE RING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
pLTH OF
Li
O 2
U R N YA R y
.0 Lic. No. 0402056625
12/20/19
�SS�ONAL
SHEET TITLE:
DRAINAGE
DIVIDES PLAN
SHEET NUMBER:
C-602
C:\USERS\DREARDONV\PPDATA\LOCAL\TEMP\ACPUBLISH_11316\V152000DD5.DWG PRINTED BY: DREARDON 12.20.19 @ 2:01 PM LAST SAVED BY: DREARDON
50 25 12.5 0 50
1 "= 50'
C:\USERS\DREARDON\APPDATA\LOCAL\TEMP\ACPUBLISH_11316\V152000PD5.DWG PRINTED BY: DREARDON 12.20.19 @ 4:05 PM LAST SAVED BY: DREARDON
C:\USERS\DREARDON\HPPDATA\LOCAL\TEMP\HCPUBLISH_11316\V152000SM5.DWG PRINTED BY: DREARDON 12.20.19 @ 4:06 PM LAST SAVED BY: DREARDON
380
370
360
350
STM
E-1
EX. MH TBR
CONTRACTOR TO REMOVE MH AND E TE
STM
,Y
STORM PIPE 6.52' TO PROP. DI-3B (E-1)
24.8Y - 18'
RCP ® 8.709
;
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PROP. GRADE
EX.
/
GRADE /
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10+00 10+50 11+00 11+50
PROPOSED STORM PROFILE E_1 TO SEX-B
SCALE: 1 "= 30 ' HORIZONTAL
1 "= 3 ' VERTICAL
10 YEAR STORM COMPUTATIONS
380
370
360
350
I-------------
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PROP. SIGNAL POLE (SIGNAL-
DESIGN BY OTHERSDESIGN,-
UNDER SEPARATE COVER
--------- - PROP. ,
CURBED` '
ISLAND
TIC 372.90
� `
�N-,
SIGNAL
LIGHT POLE_
ARDRAIL
s
\
\
\
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I
DROP. SIGNAL POLE (SIGNAL
)ESIGN BY OTHERS DESIGN I'
UNDER SEPARATE COVER
I '
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From
Point
To
Point
Drain.
Area
(acres)
Runoff
Coeff.
C
CA
Inlet
Time
(min)
Rainfall
Intensity
(in/hr)
Q
Invert Elev.
Length
(ft)
Slope
( % )
Dia.
(in)
n
Capacity
(cfs)
Velocity
(fps)
Flow Time
Q I
Qfull
V /
Vfull
Vfull
Remarks
rev12113
Incr.
F
Incr.
(cfs)
Known
(cfs)
(cfs)
Upper
(ft)
Lower
(ft)
Incr.
(min)
F
(min)
E-1
EX -A
0.70
0.75
0.53
0.53
5.00
6.64
3.52
-
-
-
3.52
3.51
370.79
359.56
368.06
350.00
31.35
103.82
8.71 %
9.21 %
18
18
0.013
0.013
31.08
31.96
11.45
11.77
0.05
0.15
5.05
5.20
0.11
0.11
0.65
0.65
17.59
18.09
EX -A
EX-13
-
-
-
0.53
5.05
6.63
10 NEAR INLET DESIGN
`_
TIC 374.19
17
AL
O/
TC 372.62 /
-LIMITS OF
DISTURBANCE
PROP. "STOP"
SIGN
EX. ZAR9 li
/O
O
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._
TRAFFIC SIGNAL /
UG VAULT
/
/
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O EX. 15" RCP (TBAF
R)
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`.
PROP. 18" RCP EXTENSION-
EX.MANHOLE
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ET
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,
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l22.5° BEND-------
\ `/\\
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s U\
\ LIMITS OF \ /
' DISTURBANCE', ---
PROP. SIGNAL POLE (SIGNAL
DESIGN BY OTHERS; UNDER /
/ SEPARATE COVER)
45' BEND
�\
W/ DEFLECTION
30' PLANT
DMON ENT
FOUN 70' UNDISTU
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45° BEND /-------___
_ _ ROUTE 29 11
------------BUFFER
W/ DEFLECTION 1-
_ PROP.10' '_
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_
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-------------------------
PROP. ROW
\---------
TW 367.10
�_ -
_
BW 365.60------------------
--- ----
,C OLO GROUNDS ROAD 30 15 7.5 0 30
SCALE: 1"= 30'
1 "= 30'
NOTE:
• THIS REVISIONS PROPOSES TO RELOCATE AN EXISTING INLET AS PART OF
IMPROVEMENTS ASSOCIATED WITH THE POLO GROUNDS ROAD IMPROVEMENT
PLAN. THE DRAINAGE AREA TO THE INLET AND RUNOFF CURVE NUMBER OF THE
DRAINAGE AREA HAVE NOT BEEN BEEN MODIFIED WITH THIS REVISION.
Inlet
Inlet
DA
C
I
Q
Qb
Qt
S
Sx
n
T
W
Sw
On Grade
Sag Inlets
Remarks
No.
Type
Len
(ft)
Drain
Area
(acres)
Runoff
Coeff-
icient
Inten
-sity
(in/hr)
Incr.
Flow
(cfs)
Carry
-over
Flow
(cfs)
Accum.
Flow
(cfs)
Gutter
Slope
(%)
Pvmt
Cross
Slope
(%)
Spread
On
Grade
(ft)
Gutter
Width
(ft)
W
/
T
Gutter
Cross
Slope
(%)
Sw
/
Sx
Eo
(App.
9C-8)
a
(in)
S'w
= a /
(12W)
(%)
Se=Sx
+ S'w
(Eo)
(%)
Lt,Comp.
Length
(9C-17)
(ft)
L,Spec
-ified
Length
(ft)
L
/
Lt
E
Qi
Qb
Down
Stream
Str.
Qi
d
h
(ft)
d
/
h
Ts
rev12/13
Eff.
(9C-18)
Int'x
Flow
(cfs)
Byp.
Flow
I (cfs)
Int'x
Flow
(cfs)
Depth
(ft)
Spread
In Sag
(ft)
E-1
Curb DI-313
12
0.70
0.75
6.64
3.49
-
3.49
2.00
0.015
-
2.00
8.33
-
-
3.49
0.21
4.24
In Sag
Z o0
a�
H �o
Os
� U
w a O
LU
w z W y/ O.W._
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ZnLLQ
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0QO_
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916
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REVISIONS
REV
DATE
COMMENT
BY
REVISIONS PER
3
8/30/18
VDOT COMMENTS
RTY
REVISIONS PER
4
9/5/18
ACSA COMMENTS
RTY
5
9/28/18
FOR APPROVAL
RTY
SIGNATURE
6
10/30/18
RTYRTY
7
11/21/18
FIELD REVISION
RTY
8
1/29/19
REVISION 1 - SUB 1
RTY
REVISION 1
9
2/28/19
SIGNATURE SUB
RTY
10
5/30/19
FIELD REVISION 2
RTY
11
9/13/19
FIELD REVISION 3
RTY
12
12/13/19
FIELD REVISION 4
RTY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V152000
DRAWN BY: EEN
CHECKED BY: RTY
DATE: 09/13/19
SCALE: AS SHOWN
CAD I.D.: XA0
PROJECT: ROAD
IMPROVEMENT
PLAN
FOR
STATE ROUTE 643 POLO
GROsJNDS ROAD9
ST]EL LA LANE AND
ARCHER A `Y Eli` E
LOCATION OF SITE
ROUTE 29 SEMINOLE TRAIL RD
AND STATE ROUTE 643
POLO GROUNDS ROAD
CHARLOTTESVILLE
ALBEMARLE COUNTY, VA
101
J__) T 0 T[-]T L
IEI3GHNIEIEaHN G
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
VA@BohlerEng.com
p►LTH OF
O Z
V R N YA R y
.� C. N0. 0402056625
12/20/19
-NAL
SHEET TITLE:
PROPOSED
STORM
REVISION
SHEET NUMBER:
C - "91 2 3
H:\15\V152000\DRAWINGS\EXHIBITS\POLO GROUNDS ROAD PLAN - 29 INTERSECTION REVISIONW152000SS5.DWG PRINTED BY: DREARDON 12.20.19 @ 3:51 PM LAST SAVED BY: DREARDON