HomeMy WebLinkAboutWPO201700070 Plan - VSMP 2019-10-17c
P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450/
SURVEYED BY H&B—SURVEYING AND MAPPING, LLC—— — — — — — —
DESIGN SUPERVISED BY BRIAN —MCPETERS> PE —(KIMLEY-HORN)
-----------------------
DESIGNED BY KIMLEY-HORN &_ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
StateProject: 0250-002-R98
Federal Project. N/A
From.. 0.22 till. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS
To. 0.66 till. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS
UPC Number. 105806
R/ AUGUST 8, 2018
SHEET 1B. ADDED PERMA
AENT VDOT UTILITY EASEMENT
ON PARCEL 00/. OD/FIED PERMANENT VDOT UTILITY
EASEMENT PARCELS 002, 003, 004.
SHEET 3B, 3BR . ADDED PER E T VDOT UTILITY EASE E T
ON PARCEL 00/.
SHEET 3, 3R .. ODIFIED PE—RVANENT VDOT UTILITY E SE E T
ON PARCELS 001,002 AND 003.
SHEET R. OD/F/ED PER E T VDOT UTILITY E SE E T
ON PARCEL 0 .
2018
SHEET IB.
REMOVED PERMANENT
VDOT
UTILITY EASEMENT
ON PARCEL 00/.
SHEET 3B, 3BR
.
REMOVED PERMANENT
VDOT
UTILITY EASEMENT
ON PARCEL 00/.
SHEET l0(l)-l0(5).
UPDATED -WATER
LINE
PLANS
BASED QN ALBE ABLE
COUNTY SERVICE
AUTHORITY
(ACSA) CO
E TS.
CHA GES WERE
MADE
TO REMOVE UNNEEDED
WATER SERVICE LINE WORK 0
DEMOLISHED
BUILDING
1 SHEET 4. CHANGED PROPOSED RIGHT OF WAY LINE BUMP OUT ON
1 CHANGES WERE MADE TO ACCOMMODATE PROPERTY OWNER REQUEST.
DECEMBER 21, 2018
SHEET 1B. CHANGED DE OLITIO SU ARY ON PARCEL 00/.
SHEET 3.. CHANGED CURB RETUR , STOR ATER SYSTERAND
PROPOSED EASEMENTS ON PARCEL 00/.
SHEET 3B. CHANGED CURB RETURN, STOR ATER SYSTE , A D
PROPOSED EASEMENTS ON PARCEL 00/.
CHANGES WERE MADE BASED ON PROPOSED CONSTRUCTION (BY OTHERS)
OCCURI G ON PARCEL 00/.
SHEET 4. MODIFIED RIGHT-OF-WAY ON PARCEL 005 TO PROVIDE
SIDEWALK CONNECTION TO COLD ADE DRIVE.
CHANGES WERE MADE TO CONNECT TO EXISTI G SIDE ALK ALONG COLONNADE
DRIVE.
FEBRUARY 12, 2019
SHEET IB. CHANGED UTILITY EASE E T AREAS ON PARCEL 00/.
SHEET 3RW,
3BRADDED
UTILITY
EASE ME T
ON
PARCEL 00/.
CHANGES
WERE
MADE TO PLACE ACSA
FACILITIES
IN
ACSA EASEMENT.
SHEET /B..
UPDATED OWNERSHIP
OF PARCELS 007 AND
008.
SHEET 5, 5R ..
UPDATED OWERSHIP
OF PARCELS 007 AND
008.
CHANGES WERE
ADE AT THE REQUEST OF
THE RIGHT-OF-WAY
AGENT.
R //
SHEET /B,3 ,3B . UPDATED RIGHT-OF-WAY AND EASEMENTS ON PARCEL 00/.
SHEET 3, 3B.. UPDATED STOR DRAT DESIGN
CHANGES WERE ADE AT THE REQUEST OF ALBS ABLE COUNTY.
REVISED STATE
STATE SHEET NO.
- - ROUTE PROJECT
08-20-18
10-30-18 0250-002-R98
12-21-18 VA. 250 /C
02-12-19 BUS. RW-201 C-501
08-28-19
10-11-19
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE VA DEPT.OF TRANSPORTATION
LPs_&E PLANS
THESE PLANS ARE UNFINISHED
AND ARE NOT TO BE USED FOR
ANY TYPE OF CONSTRUCTION
PROJECT
0250-002-R98
SHEET NO.
/C
1011112019
KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806001c.dgn
P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I
SURVEYED BY H&B-SURVEYING AND MAPPING, LLC--------
DESIGN SUPERVISED BY BRIAN -MCPETERS> PE-(KIMLEY-HORN)
-----------------------
D E S G N E D By KIMLEY-HORN & _ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
WATFIRV GUALIT - 11
WATER QUALITY SUMMARY
REMOVAL
A-SrTE [AREA]
IMPERVIOUS
PERVIOUS
IMPERVIOUS
P LOAD
SCENARIO
(AC.)
AREA (AC.)
AREA (AC.)
OVER
(LB/YR)
REQUIRED
(LB/YR)
PRE -DEVELOPMENT
1.47
0.67
0.80
45.3%
1.72
0.73
POST -DEVELOPMENT
1.47
0.85
0.62
58.1%
2.13
ININIV)d
THIS PROJECT IS REOU/RED TO REDUCE THE TOTAL PHOSPHOROUS LOAD BY 0.73 LB/YR OVERALL.
THIS REDUCTION IS TO BE SATISFIED THROUGH A PURCHASE OF NUTRIENT OFFSET CREDITS.
WATER QUANTITY SUMMARY
Stormwater Outfall Table
Site Area (Acres)
1.47
Outfall A
Outfall B
Drainage Area From Site (Acres)
0.22
1.25
Overall Drainage Area (Acres)
1.85
70.81
Drainage Area to Existing Detention
Systems (Acres)
NSA
3.02
Runoff Reduction (cf)
0
0
Receiving Channel Type (Natural,
Restored, or Manmade)
Manmade
Manmade
Channel Protection Compliance Method
Energy Balance
Non -Erosive
Flood Protection Compliance Method
10-yr QDeveloped C 10-YrQExisting
10-yr QDeveloped C 10-yr C,Existing
1-year
10-year
2-year
10-year
VEAsting (ftr/s)
N/A
N/A
14.49
N/A
VDeveloperd (ft/s)
N/A
N/A
14.49
N/A
VAllowed (ft/s)
N/A
N/A
NSA
N/A
QExisting (CFS)
5.16
11.84
N/A
81.55
QDeveloped (CFS)
4.96
11.73
N/A
79.90
QAllowed (CFS)
5.00
11.84
N/A
81.55
NOTE: OutfalI A calculations are computed using the SCS Method. OutfalI B calculations are computed using
the Rational Method, since the proposed detention system forthis outfall discharges into an existing
manmade stormsewer system that requires additional calculations downstream of the detention point.
Both outfall calculations account for the overall drainage area reaching each outfall. Drainage areas that are
assumed to drain to existing detention systems are excluded from the waterquantity calculations.
NOTE: Proposed detention pipes are used to reduce the 10-yrQ (cfs) in the pipes downstream of the
proposed storm sewer improvements.
w
C
O
U
L
+
U I
3
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L
U a+i
o
0
C
0
U
L
4
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE VA DEPT.OF TRANSPORTATION
PS&E PLANS
THESE PLANS ARE UNFINISHED
AND ARE NOT TO BE USED FOR
ANY TYPE OF CONSTRUCTION
101412019 KARIC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806001h1.dgn
P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I
SURVEYED BY H&B-SURVEYING AND MAPPING, LLC--------
DESIGN SUPERVISED BY BRIAN -MCFETERS. FE-(KIMLEY-HORN)
-----------------------
D E S G N E D By KIMLEY-HORN & _ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
o
0)
c
0
U
L
+
U I
3
L
U a+i
o
LEGS D
PROJECT AREA ("A -SITE")
- POST -DEVELOPMENT "A -SITE" IMPERVIOUS LAND COVER
X� SWIVIN1201 0 1 w I w I i V)d
OUTFALL A
OUTFALL B
AREA (ACRES)
0.22
1.25
P RE-DEV. IMP. COVER (ACRES)
0.12
0.54
POST-DEV. IMP. COVER (ACRES)
0.14
0.71
PRE-DEV. CN
82
76
POST-DEV. CN
85
82
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE VA DEPT.OF TRANSPORTATION
OUT FALL B
PS&E PLANS
THESE PLANS ARE UNFINISHED
AND ARE NOT TO BE USED FOR
ANY TYPE OF CONSTRUCTION
101412019 KAR1C-C1V\113038 - Albemarle Cty On-Coll\20-lvyRd\CARD\REF\Sheets\d105806001h2.dgn
PROJECT MANAGER J. KFLS-EY (4J4)-372-4.-0I____________
SURVEYED BY LI&B_SURVEYING AND MAPPING LLC --------
DESIGN SUPERVISED BY BRIAN_MCPETERS RE_(KIMIEY-HORN)-
DESIGNED BY K/MLEY-HQRN a _A55QCI A7-E5 INC. -----------
SUBSURFACE UTILITIES BY INFRAMAP f0aFORATION _ _ _ _ _ _
LINDEk(MOLIND LZTILYI'IE$ TE$I' HOLE INFORMA'1°ION
TEST
HOLE
PLAN
SHEET
(1)
ROADWAY
(1)
STATION
(1)
OFFSET
OWNER
TYPE OF FACILITY
(2)
ELEV.
(3)
CONFLICT
(4)
REMARKS
UTILITY (5)
ADJUSTMENT
(FEET)
(FEET)
YES/NO
REQUIRED
1
3
IVY
118.14.91
42.83
4' PLASTIC TELEPHONE / FIBER OPTIC CONDUIT
553.15
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
2
3
IVY
118.77.53
50.19
1.5" DIRECT BURIED TELEPHONE CABLE
561.80
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
3
3
IVY
118.90.79
62.98
1.5" DIRECT BURIED TELEPHONE CABLE
562.60
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
4
3
IVY
118.97.55
60.38
1.5" DIRECT BURIED ELECTRIC CABLE
563.95
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
5
3
IVY
119.09.75
42.14
8" UNKNOWN
554.48
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
6
3
IVY
119.14.99
41.82
/" PLASTIC GAS
559.81
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
7
3
IVY
119.23.21
40.93
8" DUCTILE IRON WATER
561.37
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
8
3
IVY
119.26.35
26.49
4" TELEPHONE STEEL CASING PIPE
562.38
NO
NO CONFLICT AT TEST HOLE LOCATION
RELOCATION NEEDED ELSEWHERE ALONG LINE
YES
9
CANCELLED
/0
3
IVY
119.38.34
15.41
6" CAST IRON SANITARY FORCE MAIN
561.49
NO
NO CONFLICT AT TEST HOLE LOCATION
TO BE ABANDONED BY OTHERS
NO
11
3
IVY
119.39.76
13.00
2" PLASTIC TELEPHONE CONDUIT
559.97
YES
UTILITY IN CONFLICT
WITH PROP. STORM SEWER ST R. 3-8
YES
12
3
IVY
119.81.12
29.48
2" DIRECT BURIED TELEPHONE CABLE
563.38
NO
CLEARANCE = 12'
RELOCATION NEEDED ELSEWHERE ALONG LINE
YES
13
3
IVY
120.02.77
22.72
4" CAST IRON SANITARY FORCE MAIN
562.72
YES
UTILITY IN CONFLICT
WITH ROP. STRUCTURE
YES
14
3
IVY
120.64.95
25.84
2 DIRECT BURIED TELEPHONE CABLE
565.42
NO
INADEQUATE HORIZONT AL LEARANCE
FROM PROP. STRUCTURE 3-1
YES
l5
3
IVY
120.77.03
3.82
/" PLASTIC GAS
565.41
NO
CLEARANCE = /.00'
NO
16
3
IVY
124.2I.32
24.03
2" DIRECT BURIED TELEPHONE CABLE
561.81
YES
UTILITY IN CONFLICT
WITH PROP. STORM SEWER 3-10 TO 4-I
YES
l7
4
IVY
125•11.82
51.66
/.5" PLASTIC GAS
558.06
NO
CLEARANCE = 0.65'
NO
18
4
IVY
125.44.84
25.05
DRY HOLE
N/A
YES
(ASSUMED)
POTENTIAL 1.5- PLASTIC GAS NEARBY
CONTRACTOR SHALL TEST PIT TO VERIFY
YES
(ASSU)VED)
19
4
IVY
125.87.33
26.11
/" PLASTIC GAS
556.00
NO
CLEARANCE = 1.75'
NO
20
4
IVY
128.7I.71
30.69
6" CAST IRON SANITARY FORCE MAIN
547.13
NO
INADEQUATE HORIZONTAL CLEARANCE
FROM PROP.STRUCTURE 4-3
YES
21
4
IVY
129.04.72
40.18
(2) 2" PLASTIC TELEPHONE / FIBER OPTIC CONDUITS
547.75
NO
CLEARANCE = 2.09'
NO
22
4
IVY
129.04.46
10.42
(2) 2" PLASTIC TELEPHONE / FIBER OPTIC CONDUITS
541.81
NO
CLEARANCE = 2.74'
NO
23
4
IVY
129.29.34
10.37
PLASTIC GAS
543.16
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
24
3
IVY
117.81.09
39.5
2.5" PLASTIC TELEPHONE CONDUIT
557.35
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
25
3
IVY
117.40.50
37.61
4' CAST IRON SANITARY FORCE MAIN
554.89
NO
NO CONFLICT AT TEST HOLE LOCATION
RELOCATION NEEDED ELSEWHERE ALONG LINE
YES
26
3
IVY
117.75.99
26.01
8" DUCTILE IRON WATER
556.81
NO
NO CONFLICT AT TEST HOLE LOCATION
RELOCATION NEEDED ELSEWHERE ALONG LINE
YES
27
CANCELLED
IVY
28
3
IVY
117.69.18
19.11
2" DIRECT BURIED TELEPHONE CABLE
557.23
NO
NO CONFLICT AT TEST HOLE LOCATION
RELOCATION NEEDED ELSEWHERE ALONG LINE
YES
29
3
IVY
117.75.39
16.813
6" CAST IRON SANITARY FORCE MAIN
556.71
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
30
3
IVY
117.74.31
-20.38
12- DUCTILE IRON WATER
557.06
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
3/
3
IVY
117.72.89
-23.59
6" WRAPPED STEEL GAS
557.92
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
32
3
IVY
117.76.25
-28.86
(2) 2" PLASTIC TELEPHONE / FIBER OPTIC CONDUITS
552.77
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
33
3
IVY
120.01.65
-23.27
6" WRAPPED STEEL GAS
563.19
NO
PROP. COVER = 2.83'
NO
34
3
IVY
120.01.39
-31.37
(2) 2" PLASTIC TELEPHONE / FIBER OPTIC CONDUITS
559.90
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
35
3
IVY
123.49.68
-29.17
6" WRAPPED STEEL GAS
563.31
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
36
4
IVY
129.10.25
-26.82
6" WRAPPED STEEL GAS
546.40
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
37
4
IVY
129.09.07
-34.3I
2" TELEPHONE
546.84
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
38
6
IVY
131.54.54
-29.33
6" WRAPPED STEEL GAS
547.28
NO
NO PROPOSED GRADE CHANGES OR
NO
PIPE CROSSINGS AT THIS POINT
39
6
IVY
131.56.55
-26.35
I2" DUCT/LE IRON WATER
536.86
NO
NO PROPOSED GRADE CHANGES OR
PIPE CROSSINGS AT THIS POINT
NO
N
nXl L
U I
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE VA DEPT.OF TRANSPORTATION
UTILITY OWNERS
DOMINION VIRGINIA POWER
4R. NATE HORST/CK
1719 HYDRAULIC ROAD
CHARLOTTESVILLE,VA
TEL: (570 992-5539
NAIL: Nothoniel.D.Horstick@dominionenergy com
COWAST
4R. HAYDEN OODRE
324 WEST )AIN STREET
CHARLOTTESVILLE,VA 22091
(540) 769-7043
E4A1L: Hoyden_Woodreccomcost.com
%W1
4S. 4ARY ZYLOW SKI
CITY OF CHARLOTTESVILLE (CC)
305 4TH STREET
CHARLOTT ESVILLE, VA
OFFICE: (434) 970-3815
E4AIL: zylowski@chorlottesville.org
UVA
TELEPHONE / FIBER /
4R.4ARK ROACH
(434) 243-1704
EWIL: msr3w@v1rg1n1o.edu
NOTES:
SANITARY (F4)
SEGRA
JARED 40RRIS
524 W.BROAD STREET
W AYNESBORO. VA
OFFICE: (540) 949-3466
NAIL: Jored.4orriscsegro.com
ACSA (WATER & SEWER)
ALEXANDER 40RRISON
168 SPOTNAP ROAD
CHARLOTTESVILLE,VA 22911
(434) 977-45/l X 116
E4A/L: omorrison@sery1ceouthority.org
CENTURY LINK
4S. THERESA BRYANT
417-419 WEST 4AIN STREET
CHARLOTTESVILLE,VA 22091
OFFICE: (434) 971-137I
CELL: (434) 806-6826
E-4A/L: thereso.bryontocenturylink.com
nEraM Utility Locators • Surveyors • Consulting Engineers
10365 Cedar Ln.. Glen Allen, VA 23059-1925
(804) 550 2937 (800) 863-3748 Fax (804) 550-3296
C ® R P
(1) ALL TEST HOLES ARE REFERENCED FROM THE DESIGN
BASELINE UNLESS OTHERWISE NOTED.
(2) ELEVATIONS SHOWN HEREON ARE TO THE TOP OF THE
FACILITY UNLESS OTHERWISE NOTED.
(3) YES OR NO; NO INDICATES NO DIRECT CONFLICT,
HOWEVER, CLEARANCE MAY BE LESS THAN ACCEPTABLE
TO UTILITY OWNER.
(4) REMARKS TO INCLUDE CLEARANCE DIMENSION
(REGARDLESS OF DISTANCE).
(5) YES OR NO; INFORMATION TO BE PROVIDED BY THE
VDOT DISTRICT UTILITY ENGINEER.
PS&E PLANS
THESE PLANS ARE UNFINISHED
AND ARE NOT TO BE USED FOR
ANY TYPE OF CONSTRUCTION
101412019 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806001 f.dgn
V)
PROJECT MANAGER J. KELS_EY (4J4)_372-4._0I _ _ _ _ _ _ _ _ _ _ _ _ NOTES: REVISED STATE STATE
SURVEYED BY LI&B_SURVEYING AND MAFFING LLC ________ 0$_08_18 ROUTE PROJE
DESIGN SUPERVISED BY BRIAN_MCFETERS FE_(KIMILY-HORN)_ I•) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT 12-21-18
DESIGNED BY K/MLEY--HQRN &_A55QC1ATES INQ.----------- STANDARDS. 10-11-19 0250-00'
SUBSURFACE UTILITIES BY INFRAMAP �'Ql?P�f?ATIQIV _ _ _ _ _ _ _ VA 25O
2.) CONTRACTOR SHALL USE CAUTION WHEN CONSTRUCTING CURB RAMPS AND BUS. RW-
0 0 � ENTRANCE BETWEEN ST AT IONS 120.75 AND 12I.50• CONTRACTOR SHALL T EST Q o
m DESIGN FEATURES RELATING TO CONSTRUCTION
PIT AND VERIFY LOCATION AND DEPTH OF EXISTING GAS LINE /N ORDER z
o >< OR TO REGULATION AND CONTROL OF TRAFFIC
o a� MAY BE SUBJECT TO CHANGE AS DEEMED
m TO AVOID IMPACTS. m o m
o Cl- C:)Q (n o a) j C o j NECESSARY BY THE VA DEPT. OF TRANSPORTATION
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PERM DOM/N/ON , - -
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PR P• PERM�// w , ,� ��� �u u w , „ �� > ENERGY E f Pavement _ - - -� Grass, PROP. SLOPS & J
UT l l L' _ I k , U n n E, ���� i i i' P OP: T i r�A o \\ Ln DRAINAGE
,te a I I CT _ - _ - d eN/ 0_ . � u u a� I °-' ' G ® T R. nF 1 CURB D
I I� -F0��� _-- 6-_ y(', Cpf1C.- , (�� v- a u o o, rr �� a� 1 1 `J� �cV
O ,. D°; • D� 1D_e 1 , 1 . , II II I V I 1 ' \ GrJSLOP S fie �u
D ° D o FYI ..� • `' , Q' 1 e� e \o a PROP. TE�1P. EASE.
- II ��No III III , o oP S/ Q
• ' TEMP. EASE. � � , 1 „ „ c o- o �
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PROP. PERM VDOT
2 Story II°- w, F o� UTILITY EASE.
� W S�pN �(� � N
ki,l ' � III _; I a� # 2260 _ � 2 d Z
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BE�I °C \ . S_QI�FRIED = `�' T 200.62.50 ST ILLFRIED LANE CO ST R. i rn �- o N J J o
Sf' 6 STD D L CO c c i "' o� c c o, W O
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THE RECTOR AND VISITORS OF o v o N _
THE UNIVERSITY OF VlR�34 0 Q a 002 a WEST EN SHOPS - WEgT, C {NEST END SHOPS EAST, LLC
DB 25/ PG 005 0 FZ � A VIRGINIA LIMITED ITED LIABILITY CO PANY A VIRGINIA Ll4/TED LIABILITY COtiIPANY
PARCEL ID* l 06000 16 �00-00-03/00 \ \\ � � � � JO EPH .TEAGUE & DB 1805 PG 05 AC 64
/ \\ U U o # # ARY JANE TEAGUE DB /805 PG 670
\\ DB 775 PG l54 # 1.42 AC. PARCEL ID* 06000-00- 0-03900
PARCEL lD 06000-00-00-03800
0° 90 AC. Rod
�'\\\ PARCEL ID' 06000-00-00-03700
REFERENCES \\\ I Fd
(PROFILES. DETAIL. & DRAINAGE
DOMINION VIRGINIA POWER UTILITY OWNERS 1PS&E PLANS
0, NATE HORSTICK
LEGEND 1719 HYDRAULIC ROAD SEGRA THESE PLANS ARE UNFINISHED
CHARLOTTESVILLE.VA JARED 40RRIS CENTURY LINK AND ARE NOT TO BE USED FOR
DEMOLISH AND REPLACE PAVEMENT o4`A; pa:o:.dtl` PROPOSED CONCRETE EXIST. PIPE TO BE ABANDONED TEL: (57/) 992-5539 524 W.BROAD STREET �,/$,THERESA BRYANT ANY TYPE OF CONSTRUCTION
EMAIL: Nothoniel.DJHorstickCadominionenergycom WAYNESBORO,VA
A EXIST. PIPE TO BE REMOVED COMCAST OFFICE: 15401949-3466 CHARLO4/7-4/9 WEST MAIN STREET
• • • • • • • • PROPOSED PAVEMENT OBSCURING OF PAVEMENT 0 TO BE CLEANED OUT 4R. PHILIP PERRY EMAIL: Jored•Morris@segro.com OFFICE: (4 4) 971-, VA 2209/
• OFFICE: 1434) 97/-137/
A SIGN TO BE RELOCATED (BY OTHERS) 324 WEST 4AlN STREET ACSA (WATER & SEWER) CELL: (434) 806-6826
MILL/OVERLAY/BUILD UP ASTD.CG-2 REO'D. CHARLOTTESVILLE.VA 2209/ ALEXANDER 40RRlSON E-MAIL: theresabryontcacenturylink.com
�2 STD.CG-l2 TYPE A REO'D. A STD.
4 REO'D, (540) 769 7043 /68 SPOTNAP ROAD UVA
DENOTES CONSTRUCTION LINTS IN CUTS A STD. RW-3 REO'D. E4A/LrPhilip_PerryCaComcost.com CHARLOTTESVILLE VA 22911 TELEPHONE / FIBER / SANITARY (F4J
0 STD. TYPE B REQ'D. A
GAS (434) 977-45/l X 116 4R.4ARK ROACH
_ DENOTES CONSTRUCTION LIMITS IN FILLS PROP.5' CONC.SIDEWALK CITY STD. SIDEWALK WITH 40NOLITHIC CURB 4S.4 RY ZYLOWSK/ EMAIL: omorrisoncserviceouthnrityorg (434) 243-1704
A CITY STD. SIDEWALK CITY OF CHARLOTTESVILLE (CC) EWIL:
NOTE: DOT -DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. �5 PROP.6' CONC. SIDEWALK msr3W@virginicedu305 4TH STREET
NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. A UTILITY TO BE RELOCATED (BY 0 RAD• CG-6 REO'D. CHARLOTTESVILLE,VA SCALE PROJECT SHEET P
OFFICE: (434) 970-3815
OTHERS) A STD. CG-6 REO'D, EMAIL: zyloWski@chorlottesvilleorg o 25' 50' 0250-002-R98 3
1011112019
KAR1C-C1V\113038 - Albemarle Cty On-Cali\20_lvyRd\CADD\REF\Sheets\d105806003.dgn
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PROJECT MANAGER J. KELS-EY (4J4)-372-4.-Q1 _ _ _ _ _ _ _ _ _ _ _ _
SURVEYED BY LI&B_SURVEYING AND MAPPING LLC--------
DESIGN SUPERVISED BY BRIAN_MCPETERS PE_(KIMIEY-HORN)_
NOTES;
DESIGNED B Y K/MLEY-HQRN & _
ATE S NC. -----------
0 CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD
RAIVA
SUBSURFACE UTILITIES BY LNFRAMAP �'Ql?POf?ATIQIV _ _ _ _ _ _ _
PER VDOT STANDARDS.
C-
a
Q c � O DESIGN FEATURES RELATING TO CONSTRUCTION
_ o ° OR TO REGULATION AND CONTROL OF TRAFFIC
Q) o o '� c _ # MAY BE SUBJECT TO CHANGE AS DEEMED
oo N N o o o N NECESSARY BY THE VA DEPT.OF TRANSPORTATION
-Q�aN �� o Q o v o m
o v v N Kimley-Horn & Associates, Inc. oo
Richmond, Virginia O O
v # ROADWAY ENGINEER t � Q) � a N p
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QO ° oO'7Q \N N
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o o ��OoN DB 25IPG 005
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Fps&E PLANS
LEGEND THESE PLANS ARE UNFINISHED
AEXIST.PIPE TO BE ABANDONED AND ARE NOT TO BE USED F O R
DEMOLISH AND REPLACE PAVEMENT PROPOSED CONCRETE Curye IVY-1 ANY TYPE OF CONSTRUCTION
A EXIST.PIPE TO BE REMOVED PI = 108.08.31
• • • • • • • • PROPOSED PAVEMENT OBSCURING OF PAVEMENT DELTA = 28° 02' 12.80" (LT)
A TO BE CLEANED OUT D = 2° 30' 46"
A SIGN TO BE RELOCATED (BY OTHERS) T = 569.27'
MILL/OVERLAY/BUILD UP A STD.CG-2 REQ D. L = 05.74'
A STD. UD-4 REO'D. R = 2,280.11'
A STD. CG-12 TYPE A REO'D. PC = 102.39.04
L'✓ _ _ _ DENOTES CONSTRUCTION LIMITS IN CUTS Q STD.CG-l2 TYPE B REO'D. A STD. RW-3 REO'D. PT = 113.54.78
AV = 35 MPHDENOTES CONSTRUCTION LIMITS IN FILLS A PROP.5' CONC. SIDEWALK CITY STD. SIDEWALK WITH MONOLITHIC CURB e = MATCH EXIST. S.E.
NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. A PROP.6' CONC. SIDEWALK A CITY STD. SIDEWALK
NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. A UTILITY TO BE RELOCATED (BY 0 RAD• CG-6 REO'D. SCALE PROJECT SHEET P
OTHERS) ASTD. CG-6 REO'D. 0 25 50 0250-002-R98 3B
1011112019 KARIC_CIV\113038 - Albemarle Cty On-Cali\20_lvyRd\CADD\REF\Sheets\d105806003B.dgn
V)
P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I
SURVEYED BY H&B-SURVEYING AND MAPPING, LLC-- - - - - - -
DESIGN SUPERVISED BY BRIAN -MCPETERS> PE -(KIMLEY-HORN)
-----------------------
DESIGNED BY KIMLEY-HORN &-ASSOCIATES,INC.-----------
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
- ------
SHEET 3
3-/
I STD. DI-4B REQ.
L=16', H=7.5', INV = 56/.l5'
3-1 TO 3-2 50' -36' CONC. PIPE CLASS 111 REQ. (3' COVER)
LEAK RESISTANT JOINT TYPE
INV(IN) = 561.15'. INV(OUT) = 56/.00'
3-2 / 40D. DI-4B REQ. (SEE SHEET 6(2A))
L=18', H=6.1', INV = 561.00'
STD. IS-1 REQ.
3-2 TO 3-8 52' -15= CONC. PIPE CLASS 111 REQ. (4' COVER)
SILT TIGHT JOINT TYPE
INWIN) = 561.00. INV(OUT) = 559.80'
3-3
I STD. DI-3B REQ.
L=16', H=4.4', INV = 560.00,
3-3 TO 3-8 8' -/5" CONC. PIPE CLASS 111 REQ. (3' COVER)
SILT TIGHT JOINT TYPE
INWIN) = 560.00% INV(OUT) = 559.80'
3-8 4.9 LF STD. 4iH-2 REQ.
I STD. MH-1 FRAM & COVER REQ.
INV = 559.42% RIM = 565.00"
CONNECT TO EXISTING 3", 6", AND /On IRON PIPES
STD. IS-1 REQ.
3-10
I STD. DI-3B REQ.
L=14', H=3.9', INV = 564.70'
3-10 TO 4-1 /72' -15" CONC. PIPE CLASS 111 REQ. (2' COVER)
SILT TIGHT JOINT TYPE
INWIN) = 564.70. INV(OUT) = 558.80'
NOTE:
ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST-1
SHEET 4
4-1 1 STD. DI-3B REQ.
L=16', H=7.9', INV = 554.90'
STD. IS-1 REQ.
4-1 TO 4-2 /74' -18= CONC. PIPE CLASS 111 REQ. (6' COVER)
SILT TIGHT JOINT TYPE
INWIN) = 554.90'. INV(OUT) = 550.00'
4-2 / STD. DI-4EE REO.
L=16', H=12.2', INV = 545.30'
I STD. SL-1 REQ.
STD. IS-1 REQ.
4-2 TO 4-3 191' -48' CONC. PIPE CLASS 111 REO. (3' COVER)
LEAK RESISTANT JOINT TYPE
INV(IN) = 545.30". INV(OUT1= 544.70'
4-3 1 MOD. DI-4E REO.(SEE SHEET 6(2B))
L=16', H=7.0', INV = 544.69
STD. IS-1 REQ.
4-3 TO 4-4 24' -24" CONC. PIPE CLASS 111 REQ. (4' COVER)
SILT TIGHT JOINT TYPE
INVUN) = 544.60', INV(OUT) = 544.30"
4-4 6.8 LF STD. MY-2 REQ.
I STD. MH-I FRAME & COVER REQ.
INV = 543.20' RlM = 550.63'
STD. IS-1 REQ.
4-4 TO EX.4-7 //' -24° CONC. PIPE CLASS 111 REQ. (4' COVER)
SILT TIGHT JOINT TYPE
INVUN) = 543.20', INV(OUT) = 543.00'
4-5 3.5 LF STD. 4H-1 OR 2 REO.
I STD. MH-1 FRAME & COVER REQ.
INV = 559.00' RIM = 563.20'
STD. IS-1 REQ.
CONNECT TO EXISTING /5" CONC. PIPE
4-5 TO 4-6 /7' -/5- CONC. PIPE CLASS 111 REQ. (2' COVER)
SILT TIGHT JOINT TYPE
INV(IN) = 559.00, INV(OUT) = 558.50'
4-6 / STD. DI-7 REQ. GRATE A TYPE 111 REO.
H=3.1', INV = 558.40' RIM = 561.50'
STD. IS-1 REQ.
4-6 TO 4-1 IT -/5" CONC. PIPE CLASS 111 REQ. (2' COVER)
SILT TIGHT JOINT TYPE
INVUN) = 558.40', INV(OUT) = 558.00'
EX.4-7 MODIFY EXISTING MANHOLE
TO ACCEPT PROP. 24" CONC. PIPE
(PER SURVEY - EX/STING STRUCTURE *418 - SEE SHEET 1E)
__oN Lam/
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE VA DEPT.OF TRANSPORTATION
SHEET 5
5-/ MODIFY EXISTING DROP INLET
ADJUST TO GRADE, RAISE 1.4'
ADD T-DI-3B,L=8'
PROPOSED RW ELEV = 539.50'
5-2 / STD. DI-7 REQ. GRATE A TYPE I REQ.
H=7.5'0 INV = 527.00' RIM = 534.50'
CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF
STRUCTURE 5-3 /S FIELD VERIFIED UPON COORDINATION WITH ENGINEER.
5-2 TO 5-3 48, -30" CONC. PIPE CLASS 111 REQ. (5' COVER)
SILT TIGHT JOINT TYPE
INV(IN) = 527.00". INV(OUT1= 526.00'
5-3 8J LF STD. 4iH-2 REQ.
I STD. MH-1 FRAME & COVER REQ.
INV = 526.00' RIM = 534.74"
STD. IS-1 REQ.
CONNECT TO EXISTING 40 CONC. PIPE
CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF
STRUCTURE 5-3 IS FIELD VERIFIED UPON COORDINATION WITH ENGINEER.
PS&E PLANS
THESE PLANS ARE UNFINISHED
AND ARE NOT TO BE USED FOR
ANY TYPE OF CONSTRUCTION
1011112019 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806006(1).dgn
V)
0
U
P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I
SURVEYED BY H&B _SURV EYING AND MAPPING, LLC
DESIGN SUPERVISED BY BRIAN_MCPETERS> PE_(KIMLEY-HORN)_
DESIGNED BY KIMLEY-HORN &_ASSOCIATES, INC --
_ _ _ _ _ _ _ _ _
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
3 X STAINLESS STEEL HINGES BOLTED
TO DEFLECTION PLATE AND INLET
WALL
0 ALLUP Y DEFLECTION
E � ��� PLATE TO
CE
DRAINA"' STRUCTURE
STRUCTURE 3-2
/ 112" ANGLE IRON, BOLTED TO EACH SIDE OF
INLET, TO SUPPORT STEEL DEFLECTION PLATE
3/ p M/Nw 18" WIDE
' STAINLESS STEEL
INLET FLOW
DEFLECTION PLATE
i
1 ROUND OR SQUARE
12" OPENING
� THROUGH WEIR WALL
/5" CONC. PIPE _
I NV (OUT) = 56/.00
STAINLESS STEEL
ORIFICE PLATE
BOLTED IN PLACE
8" WIDE WEIR WALL
3 X STAINLESS STEEL HINGES BOLTED
TO DEFLECTION PLATE AND INLET
WALL
SWINGT O � � DEFLECTIOMAINT ENANCE PLATE TO
TOP OF 8" WEIR
INV = 563.40
/00 YR W SE (ELEV = 563.94) [ -
18"Wx6"H RECTANGULAR OPENING
THROUGH WEIR WALL
INV = 562.60
ROUND OR SQUARE
1Z OPENING
THROUGH WEIR WALL
/5" CONC. PIPE
INV(OUT) = 561.00
7" DIAMETER ORIFICE
INV = 561.00
r-------------- - - - - -�
1
36" CONC. PIPE
INVUN) = 561.00
1112H ANGLE IRON, BOLTED TO EACH SIDE OF
INLET, TO SUPPORT STEEL DEFLECTION PLATE
RlM = 567.13
TOP VIE
STD. T-DI-48,L=18' PRECAST TOP UNIT
/ 112H ANGLE IRON, BOLTED TO EACH SIDE OF
INLET TO SUPPORT STEEL DEFLECTION PLATE
78 " ON.. 18- WIDE
STAINLESS STEEL
INLET FLOW
DEFLECTION PLATE
BOTTOM OF
DEFLECTION
PLATE
INV = 564.10
----------------------- t-
- - L - - - - - - - s
N
"MIN.
STAINLESS STEEL
ORIFICE PLATE
BOLTED IN PLACE
/0 YR W SE
(ELEV = 563.43)
I YR W SE
(ELEV = 562.74)
STRUCTURE INV = 561.00
36" CONC. PIPE
INVUN) = 561.00
NOTES:
MOO I I
'61
11c) 44
I. ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH 4iH-1 COVER.
SECTION A -A
NOTES:
I. ALL STRUCTURES TO FOLLOW VDOT STANDARD DETAILS
UNLESS OTHERWISE DIMENSIONED ON PLANS.
2. STRUCTURES SHALL HAVE STD. ST-1.
3. ALL WEIR WALLS TO BE 8" CMU WITH GROUT FILLED
CORES.
4. REFER TO DRAINAGE DESCRIPTIONS ON SHEET 6(1) FOR
ALL RhV AND INVERT ELEVATIONS.
5.INLET SHAPING AS NEEDED.
6. ALL MANHOLE COVERS OR ACCESS LIDS SHALL BE
LOCATED OVER TOP OF ORIFICE PLATE.
7. SEE VDOT STD. SWM-DR FOR DETAILS ON STEEL PLATE,
BOLTS, AND ORIFICES NOT SHOWN.
8. SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN
SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION
AND INSTALLATION FOR REVIEW AND APPROVAL.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE VA DEPT.OF TRANSPORTATION
PS&E PLANS
THESE PLANS ARE UNFINISHED
AND ARE NOT TO BE USED FOR
ANY TYPE OF CONSTRUCTION
1011112019 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806006(2A).dgn
P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I
SURVEYED BY H&B _SURV EYING AND MAPPING, LLC
DESIGN SUPERVISED BY BRIAN_MCPETERS> PE_(KIMLEY-HORN)_
DESIGNED BY KIMLEY-HORN &_ASSOCIATES, INC --
_ _ _ _ _ _ _ _ _
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
DRAINA"' STRUCTURE
STRUCTURE 4-3
TOP V /E
V)
NOTES:
I. ALL STRUCTURES TO FOLLOW VDOT STANDARD DETAILS
UNLESS OTHERWISE DWENSIONED ON PLANS.
2. STRUCTURES SHALL HAVE STD. ST-I.
3. ALL WEIR WALLS TO BE 8" CMU WITH GROUT FILLED
CORES.
4.REFER TO DRAINAGE DESCRIPTIONS ON SHEET 6(l) FOR
ALL RIM AND INVERT ELEVATIONS.
5.INLET SHAPING AS NEEDED.
6. ALL MANHOLE COVERS OR ACCESS LIDS SHALL BE
LOCATED OVER TOP OF ORIFICE PLATE.
7. SEE VDOT STD. SWM DR FOR DETAILS ON STEEL PLATE,
BOLTS, AND ORIFICES NOT SHOWN.
8. SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN
SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION
AND INSTALLATION FOR REVIEW AND APPROVAL.
SECT ION A -A
MOO If
'61
11c) 44
l 1/0 ANGLE IRON, BOLTED TO EACH SIDE OF
,lit r-r rn c-iinnnnr c--r,ri ni Arr-
RIM = 551.60
STRUCTURE /NV = 544.60
TED
TO
JF
//YLL/ ,, V ✓V/ / V/I/ .!/ LLL LJL/ LL I./ IwlV / LATE
STD. T-DI-4E,L=16' PRECAST TOP UNIT
3 X STAINLESS
TO DEFLECTION
SWINGY UALLOW
LFOR
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE VA DEPT.OF TRANSPORTATION
STEEL HINGES BOLTED
PLATE AND INLET
DEFLECTION PLATE TO
MAINTENANCE
l00 YR W SE (ELEV = 548.07)
l0 YR WSE (ELEV = 547.55)
ROUND OR SQUARE 18" OPENING
THROUGH WEIR WALL
l5" D1A iETER ORIFICE
INV = 544.60
Fps&E PLANS
THESE PLANS ARE UNFINISHED
AND ARE NOT TO BE USED FOR
ANY TYPE OF CONSTRUCTION
1011112019 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806006(2B).dgn
...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1011112019 d105806006(3).dgn
2:56:I1 PM
Plotted By. JonothOn.011ver
P R O J E C T M AN AG E R J. KELSEY (434) 872-450I
S U R V E Y E D B Y H&B _SURVEYING AND MAPPING, LLC ________
DESIGN SUPERVISED BY BRIAN MCPETERS, PE (KIMLEY-HORN)
DESIGNED BY KIMLEY-HORN &_ASSOCIATES,INC,___________
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
a
N
O
575
570
565
F Svli , NN
il mik-
STORM 3-1 TO 3-3
o
z.......
O
, ..........................
.................................................
oCn
O
N
oo
..
Q
O
Ln
O
Ln
QZ
HGL I �I S . 3" NI RON STORM (l
NV
560.Ln ..............:.................. ...g
LC) 49.99 L.F. Ln Ln 52.09 o0
L.F, rn ai o
36" Concrete Pipe Req'd. 15" Concr; ete Pipe Re 'd.Ln Ln
0
0.30 % 2Ln
.30
555----------------- ---7.6
550
545
540
0+00
_
15" Concre
O
G
N
-----------------------LL ------------=---
W ��?------;------------------:
---
V)ZI—
~ Q0
NLn
Z�
-�t(jp
W=I�
23Up
O J W ;N � �
ctZG � N Q
O
W=�k
Q)
IIL�
OVZ C-5
QjOV
OV
(nLUCjOI_ I�C�
------------------- -Ln Q-�--�------------
WVO
� J J-------`-�
J�VO
J rJ
Cl-
QkC1
�UUQ?I��Uj-q
kCl- O
EXIST.6" IRON STORM (lN)
INV. = 559.54
EXIST. l0° IRON STORM (OUT,
INV. = 559.42
/+00 /+2/
L.F.
Pipe Req'd•
)%
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Notes:
I) Storm sewer pipes shown on the profile are represented
by their inner diameter dimension, and do not include Wall
thicknesses.
2) Only existing Utilities, at the time of the survey, ore
shown on the Storm Sewer Pipe Profiles. These profiles
do not reflect either planned re -location of Utilities or
proposed Utilities. The Contractor is also directed to any
Utility Plans that may exist as part of this plan assembly.
3) Not all Utilities are shown on the Storm Sewer Profiles,
only those Utilities listed on the Utility Test Hole Data
Sheet With the addition of Sanitary Sewer line crossings.
4) All Utility locations are approximate, and are based on
information from the profect's Test Hole Data Sheet.
Utility information shown is specific to its corresponding
Utility Test Hole location.
5) Utility Test Hole Information is located on Sheet IJ.
6) Utility clearance dimensions shown assume the use of concrete
pipe and corresponding pipe thicknesses (Worst
case scenorio).
PROPOSED GRADE
EXISTING GROUND
Ln
I\
cc
W
HORIZ : l" r 25'
PS&E PLANS
...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1212112018 d105806006(4).dgn
9:37:24 AM Plotted By. Jonothon.Oliver
P R O J E C T M AN AG E R J. KELSEY (434) 872-450I
S U R V E Y E D B Y H&B _SURVEYING AND MAPPING, LLC ________
DESIGN SUPERVISED BY BRIAN MCPETERS, PE (KIMLEY-HORN)
DESIGNED BY KIMLEY-HORN &_ASSOCIATES,INC,___________
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
580
575
0
570
565
560
555
550
545
540
535
F Svli , NN
il mik-
STORM 5-/0 TO EX. 4-7
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
STORM 4-5 TO EX. 4
o `6
� 4 580
c N �n
W
Q 03
cL Ln cl--
0
575
----------------------------
L
N
570
0 Ln
QD
� =
0
O �_
�
N
LQ
-.
565
QD
-----
-o
mom
:
I�N�v
�o
�roo
N
E
rroo�
Req'd.
HGL
560 ------
�WQ� o 0
Iq 530 Ln co co
0+00 /+00 2,00 3100 4,00 5.00 5188 555 -� � - - - Ln - - - -
Notes:
l) Storm sewer pipes shown on the profile ore represented
by their inner diameter dimension, and do not include wall
thicknesses.
2) Only existing Utilities, at the time of the survey, are
shown on the Storm Sewer Pipe Profiles. These profiles
do not reflect either planned re -location of Utilities or
proposed Utilities. The Contractor is also directed to any
Utility Plans that may exist as part of this plan assembly.
3) Not all Utilities ore shown on the Storm Sewer Profiles,
only those Utilities listed on the Utility Test Hole Data
Sheet with the addition of Sanitary Sewer line crossings.
4) All Utility locations are approximate, and ore based on
information from the pro ject's Test Hole Data Sheet.
Utility information shown is specific to its corresponding
Utility Test Hole location.
5) Utility Test Hole Information is located on Sheet lJ.
6) Utility clearance dimensions shown assume the use of concrete
pipe and corresponding pipe thicknesses (worst
case scenario).
PROPOSED GRADE
EXISTING GROUND
Ln
I'_ HORIZ : l r 25
041b L.F,
Con rete PiAe Regld
2.97
550------------------ /J.2t
(4�5„ Concrete
Q) 3.0
v L
� o
545 -----Q
� c6
Cn Ln Q
Cr
Cn
=koW
540 Lr I_v
�o W
Q v
535 Na�,W
=�o�LU
�Cr�m
n,
� L _zt
530,
0+00
3-/0 TO 4-1
558.80
/.25
4-1 TO 4-2
554.9.0
/.50
'tAe Req�d
0.57
PS&E PLANS
1212112018 d105806006(5).dgn
9:37:26 AM Plotted By. JonOthOn.011ver
PROJECT MANAGER J. KELSEY (434) 872-450I
S U R V E Y E D B Y H&B _SURVEYING AND MAPPING, LLC ________
D E S I G N S U P E R V I S E D B Y BRI AN MCPET ERS, PE (KI MLEY-HORN)
DESIGNED BY KIMLEY-HORN &_ASSOCIATES,INC.___________
SUBSURFACE UTILITIES BY INFRAMAP CORPORATION
STORM 5-2 TO 5-3
550
545
540
N
Lh
555
550
525
520
5/5
0
o..o Ln ------------
-----------
�
c� o
N
O
N Cl
a) O
---------------------
0
o-------------
NO;
Ln
N:
47.67
30" Concrete Pipe Req'd
2./0
5/0 ,
0+00
Notes:
015/
5-3 to 5-3 (OUT)
526.00
3.50
lJ Storm sewer pipes shown on the profile are represented
by their inner diameter dimension, and do not include wall
thicknesses.
2) Only existing Utilities, at the time of the survey, are
shown on the Storm Sewer Pipe Profiles. These profiles
do not reflect either planned re -locution of Utilities or
proposed Utilities. The Contractor is also directed to any
Utility Plans that may exist as part of this plan assembly.
3) Not all Utilities ore shown on the Storm Sewer Profiles,
only those Utilities listed on the Utility Test Hole Data
Sheet with the addition of Sanitory Sewer line crossings.
4) All Utility locations are approximate, and are based on
information from the project's Test Hole Data Sheet.
Utility information shown is specific to its corresponding
Utility Test Hole location.
5) Utility Test Hole Information is located on Sheet lJ.
6) Utility clearance dimensions shown assume the use of concrete
pipe and corresponding pipe thicknesses (worst
case scenorio).
�n
QZ
W
HOR/Z : l" i= 25'
PROPOSED GRADE
EXISTING GROUND
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PS&E PLANS