HomeMy WebLinkAboutWPO202000009 Plan - Submittal (First) WPO VSMP 2020-02-03--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
2/3/2020 dII350701.dgn
2:13.12 PM Plotted By: michoel.mitchell
FOR INDEX OF SHEETS SEE SHEET 1A
THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING
DESIGN PACKAGE (GEOPAK).
GEOPAK Computer Identification No. (UPC 113507)
AL'"'IEMAR-LE 00UNTY FAOILITIES AND ENVIR-ONMENTAL SERNIOE9
PLAN AND PRkOFILE OF PROPOSED
STATE Hl"'
-'HWAY
ALBEMARLE COUNTY
ROUTE 9885 LAMBS LANE)
FROMOoO0,56 VIOV10 OF
T00o 0005 V/0 Ea OF
PROD. EN/8-002-975,
C-502
(ADDITIVE
B/D
ITEM
#l)
CONVENTIONAL SIGNS
STATE LINE ...............
COUNTY LINE
CI'I°Y,TOWN OR VILLAGE
RIG1HT OF WAY LINE
]FENCE LINE ---------------------------------
x x
UNFENCED PROPERTY LINE --------------------------
fi
FENCEID PROPERTY LINE ..............................
xji-
WATER LINE ---------------------------------
- - --
SANI°I"ARY SEWER LINE .. - ..........................-
GAS LINE ---------------------
- 4G
ELECTRIC UNDERGROUND UNIDERGROUNID CABLE ..................
- o E -
TRAVELED WAY ............................................
----------
GUARD RAIL
---------
RETAINING WALL
RAILROAIDS..................................................
]SASE OR SURVEY LINE --------------------------------
O
O U7)
� O
LEVEE OR EMBANKMENT
Ildi611 illlllll illLlllilllllil lAfl111dM6i1i81111dYtlIIH
111'III'�'II'II'Il'II'I'I'I111111"IIII I'111'I'1111'IIP II'R IIIIM171'111
BRIDGES ... - - -
CULVERTS - ............. ----------------
�--------�
DROP INLET ------------------------------------------------
]POWER POLES ..........
TELEPHONE OR TELEGRAPH ]POLES ...............
TELEPHONE OR TELEGRAPH LINES ...............
- •• -T�g •• -
HEDGE--------------------------------------------------------
TREES--------------------------------------------------------
HEAVY WOODS --------------------------------------
GROUNID ELEVATION - - - - - - - - - - - - - - - - - - --
DATUM LINE
GRADE ELEVATION .......................................
DATUM LINE �I
WRY CARR GREER / \
ELEiI �1ENT ARY SCHOOL
ST14., ;
\ ol.I c�,` r
tv
JACK JOUST T
MIDDLE SCHOOLy
SCALE
0 1S0' 300'
THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN
ASSEMBLY AS AWARDED, INCLUDING ALL SUBSEQUENT REVISIONS,
WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION
RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE GENERAL NOTES.
DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION
AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT,
THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE
DEPARTMENT'S 2016 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD
AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO
THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS
AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC
PDF VERSION OF THE PLAN ASSEMBLY.
THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL
SIGNATURES, IS FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY.
ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,
IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.
21312020
INTOOF ROUTE 657 LAMBS RDA
INTOOF ROUTE 657 (LAMBS RD)
PROJ. EN/8-002-975, PE-10/
-A 30ot45.68 PROD. EN/8-002-9759 C-50/
/
STATE r LULMAL AIU J I Al L SHEET
FHWA 534
PROJECT ROUTE PROJECT N0.
DATA 37028 EN/8-002-975
V A. 9885 (SEE T ABULAT / N ELO� l
FOR SECTION IUMBER$1
DESIGN
PARAMETER
Desi n Spred
mph)
Min. Horizontal
Radius (f t )
Stopping Sight
Distonce (ft)
Min. Pavement
Width (ft)
Se
�ppaon from
R00 ratioy (ft)
Sidewalk Buffer Strip
Width (ft)
Minimum SideWalk
Width (ft)
Minimum SideWolk
Se ration from
Slope (f t )
Cross Slope
(/. )
Maximum Grade
Min
. To al
Shoulder �lidth
(ft)
Ditch Front Slope
(H:V)
1p
�\ (BASE B/D) o
� \ Q
•�O I \ ^O� C V ------ ^ I 8 0 o Q
ID
T
- I I \ 20
III \ \
K
o Q ALBEMARLE
+ �Q' HIGH SCHOOL
CIO
FROJ. EN/8-002-9759
C-504
(ADDITIVE
B/D
ITEM
#3)
ALBEMARLE COUNTY POPULATION 99,014 (2010 CENSUS)
DESCRIPTION REFERENCE
POT 205.54.49 LAM S ROAD CO STR. ,@
POT 3I9.59.74 L, S LANE CONTR. ,@
STATE
LENGTH INCLUDING
LENGTH EXCLUDING
PROJECT
SECTION
FEDERAL AID
TYPE
UPC
BRIDGE(S)
BRIDGES)
TYPE
DESCRIPTION
NO,
PROJECT NO.
CODE
NO.
PROJECT
FEET
MILES
FEET
WLES
PE-101
PENIS
113507
2186,48
0.41
2186.48
0.41
PRELIM, ENG
Fr: 0.36 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
To: 0.05 MI, E. OF INT. OF RTE. 657 (LAMBS ROAD)
r-
C-501
1000
113507
1239.18
0.23
1239.18
0.23
CONSTRUCTION
Fr. 0.29 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
I
0.06 MI, W. OF INT. OF RTE. 657 (LAMBS ROAD)
ITo:
oC-502
1000
113507
381.40
0.07
381.40
0.07
CONSTRUCTION
Fr: 0.36 MI. W, OF INT. OF RTE. 657 (LAMBS ROAD)
I
To: 0.29 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
00
C-503
1000
113507
565.90
0.11
565.90
0.11
CONSTRUCTION
Fr: 0.06 MI, W. OF INT. OF RITE. 657 (LAMBS ROAD)
w
To: 0.05 MI. E. OF INT. OF RTE. 657 (LAMBS ROAD)
C-504
1000
113507
412.86
0.08
412.86
0.08
CONSTRUCTION
Fr: 0.28 MI, W, OF INT. OF RTE 657 (LAMBS ROAD)
To: 0.04 MI. fly. OF INT. OF RTE. 657 (LAMBS ROAD)
NOTE: PROJECT LENGTH BASED ON ROUTE 9885 AND ROUTE 657 CONSTRUCTION BASELINES
DESIGN CRITERIA
SHARED USE PATH
(AASHTO)
18 (typical); 12 (minimum)
60 (typical); 27 (minimum)
Varies
8 (Due to Certain Constraints);
10 typ.
5
2 (Moximum)
100
2 (6:1 Maximum slope)
5 (Adjacent slope steeper
than 2:1 W/ drop of 4 +)
Varies
Kimley-Horn & Associates
Richmond, Virginia
ROADWAY ENGINEER
SIDEWALK
(AASHTO)
N/A
4
1
FINAL PLANS I
21312020
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
LOCALLY ADMINISTERED PROJECTS
ALBEMARLE COUNTY
NAME OF LOCALITY
(SIGNATURE)
-------------- ----------------
NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPED)
---------------------------------------
RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION
----------------------------------------
DATE
TITLE OF POSITION
(SIGNATURE)
NAMEOFRESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPED)
- --
RECOMMENDED FOR APPROVAL FOR CONSTRUCTION
---------------------------------------
DATE
TITLE OF POSITION
Copyright 2019 Albemarle County, VA
PROJECT SHEET
EN18-002-975
2/l/2020
4:34:07 PM
d11350701A.dgn
Plotted By, mlchoel.mltchell
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SURVEYED BY, DATEb&BSURILEY_&_MAPPLN-G.//C-OZ/2312Q1g_______
DESIGN SUPERVISED BY_XddllfljELL_PE._
DESIGNED BYICLMLEr-L-1Q1311L-&— A=fO AZEZLNC__________________
SUBSURFACE UTILITY BY, DATE
DESIGN FEATURES RELATING TO CONSTRUCTION
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INDE "`7 ]P'
MAP OT' SHEETS MAY BE SUBJECT TO CHANGE AS DEEMED
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Permitted Use Number BJE071J
SCALE
0 30001 60001
SHEET N0. DESCRIPT ION STATIONS
I TITLE SHEET
IA LOCATION MAP / INDEX OF SHEETS
IF(l) THRU IF(2) WATER QUALITY AND QUANTITY DATA SHEET
n/71 rllnll n/n1 nl—A77—nA/ A/nrl—n
2C(U THRU 2C(3) EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS
2D(U THRU 2D(4) BMP DETAILS
47—
LL
3 SIDEWALK PLAN
3A EROSION AND SEDIMENT CONTROL PLAN (SINGLE PHASE)
LAMBS LANE STA.300.00 TO STA.306.75
E�r';�r' i y(_ _ I ILAMBS LANE STA. 300.00 TO STA. 306.75
4 SHARED USE PATH AND SIDEWALK PLAN
4B EROSION AND SEDIMENT CONTROL PLAN (SINGLE PHASE)
5 SHARED USE PATH AND SIDEWALK PLAN
5A EROSION AND SEDIMENT CONTROL PLAN (SINGLE PHASE)
5D BASE BID ONLY INSET
6(I) DRAINAGE DESCRIPTIONS
6(2) STORM SEWER PROFILES
6(3) STORM SEWER DETAILS
al��//-//�l� �!�/--�r� E7� !'—17�3r�t1��!'1rw17��IIli���t�l� lr !•���'lr Mom
TOTAL CROSS SECTION SHEETS:28
(SEE CROSS SECTION SHEET I FOR INDEX OF SHEETS)
SHARED USE PATH STA.99.97.62 TO STA.I06+50
LAMBS LANE STA.306.75 TO STA.314+25
SHARED USE PATH STA.99.97.62 TO STA.109.08.84
SHARED USE PATH STA.99.97.62 TO STA.106.50
LAMBS LANE STA.306.75 TO STA.314.25
SHARED USE PATH STA.I06{50 TO STA.109.08.84
LAMBS ROAD ST A. 202+33.97 TO ST A. 207+13.15
LAMBS LANE STA.314+25 TO STA.319+59.74
SHARED USE PATH STA.I06.50 TO STA.109.08.84
LAMBS ROAD STA.202-33.97 TO STA.207.13.I5
LAMBS LANE STA.314.25 TO STA.319.59.74
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
_C
I
21112020
4:34:23 PM
d11350701F(1).dgn
Plotted By: mlchael.mltchell
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PROJECT MANAGER JyATT_KERTYAk.L4_34)_8Z29.5Q1_______________
SURVEYED BY, DATE d&B-SLJBLEY_&_MAPPIN-GJIQ,-OZ/2322Q/g
DESIGN SUPERVISED BY_LLYTQ&E11_PE._____________________
DESIGNED BY-KLO-FY--�lQEIV--& A=fLATEZLAlf__________________
SUBSURFACE UTILITY BY, DATE AQCLlV_4BK_0Z1J112Q14
WATER QUALITY SUMMARY
❑EQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version3.0
8MP Design Specifications List., 2013 Draft Stds &Specs Wpdafe SummorySheef
Site Summary - Linear Development Project***
!=mr.evv^: Prinf
Total Rainfall (in): 43
Total Disturbed Acreage: 2.11
Site Land Cover Summary
Pre -Re Deve I oo me rrt Land Cover facresl
A soils
BSolis
O: Soils
DSoils
Totals
%af Total
Forest/Open (acres)
0.00
0.92
0.00
0.00
0.92
44
Managed Turf (acres)
0.00
1.15
0.00
0.00
1.15
54
Impervious cover (acres)
0.00
0.03
0.00
0.00
0.03
2
2.11
100
Post-ReDevelooment Land Cover facresl
A soils
RSoils
CSoils
DSoils
Totals
of Total
Forest/Open (acres)
0.00
0.00
0.00
0.00
0.00
0
Managed Turf (acres)
0.00
1.72
0.00
0.00
1.72
82
Impervious cover (acres)
0.00
0.39
0.00
0.00
0.39
18
2.11
100
Site Tv and Land Cover Nutrient Loads
Final Post -Development
Post
Post-
Pre-
(Post-ReDevel opment
Development
&NewIm ervi ous
p )
ReDeveloprnent
(New lmpenrious)
eDeveed
Re Devel oprnent
site RV
0.34
0.21
0.95
0.16
Treatment Volu me ft3
2,5S9
1,367
1,222
1,016
TP Load (lb/yr)
1.63
1 O.S6
0.77
0.64
Baseline TP Load (lb/yr): 0.718582143955 'neaucnen oeuw new deve��ymenrread �:m noon nor rapu:�eo
Total
TP Load Reduction Required
(lb/yr)0.76 N/ANjAxxs
""This is o linear development project
Final Post -Development Load
(Post -Re Development & New Impervious)
Pre -
Re Development
TN Load (lb/yr)
11.64
4.74
------------------------------------------------------------------------------------------------------
Site Compliance Summary- ***Linear Development Project
Pre-
Final Post-
Post -Re Dev el op m en
ReDevelopment
Development TP Load
TP Load per acre
per acre
TP Load per acre
(lb/acre/yr)
Ih acre r
Ib acre r
0.36
0.77
DA9
Maximum%Reduction Required Reb " Note, % Reduction will reduce post -development TP lood to less thon or epuol to baseline food of 0.721b/yr(0.41.;bloc/yr)
Pre-ReDevelopment Load 2015 (Post-Dev Reduction Requirement=Post-Dev TP load- baseline load of0721b/yrj, hoseNne loud=siteoreox 041 lb/oc/yr
Total Runoff Volume Reduction (ft3)
0
Total TP Load Reduction Achieved
(I b/y r)
0.00
Total TN Load Reduction Achieved
(Ib/y r)
0.00
Remaining Post Development TP Load
(lb/yr)
1.63
Remain ing TP Load Reduction (Ib/yr)
Required
0.76
THIS PROJECT IS
REOUIRED TO REDUCE THE TOTAL
PHOSPHOROUS LOAD BY 0.76 LB/YR
OVERALL. THIS REOUIRE4dENT IS TO
BE SATISFIED VIA A PURCHASE OF
NUTRIENT OFFSET CREDITS.
N
ENERGY BALANCE SUMMARY [OUT FALLS A, B, & C)
PRE -DEVELOPMENT
Outfall
Area
(acres)
CN
Tc
(minutes)
Runoff Volume
(cu ft)
1-yrQ
(cfs)
A
1.36
57.0
1 12
1283
0.21
B
0.49
61.0
10
684
0.17
C
0.14
61.0
5
178
0.07
POST -DEVELOPMENT
Outfall
Area
(acres}
CN
Tc
(minutes}
Runoff Volume
�cu ft}
1-yr Q
(cfs}
1-yrQ
Allowable
(cfs)
1-yr Q
Improvement
Required (cfs)
A
1.41
68.3
12
3430
1.17
0.06
1.11
B
0.49
65.0
10
945
0.29
0.10
0.19
C
1 0.14
1 68.6
1 5
1 316 1
0.15 1
0.03
1 0.12
WATER QUANTITY SUMMARY
Wo, 1, \LN\
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
DETENTION SUMMARY [OUT FALLS A, B, & C)
1-YEAR
(Cfs)
10-YEAR
(Cfs)
100-YEAR
(Cfs)
Post -Development I nflow to BMP A
4.17
10.91
20.93
Post -Development Outflow from BMP A
0.99
2.88
19.14
Post -Development I nflow to BMP B
1.32
3.37
6.37
Post -Development Outflow from BMP B
0.66
2.75
6.21
Post -Development Inflowto BMP C
1.02
2.38
4.31
Post -Development 0utflow from BMP C
0.78
2.18
4.25
Stormwater Outfall Table
Site Area (Acres)
2.11
Outfall A*
{outfall B*
Outfall C**
Outfall D
Outfall E***
Outfall F
Pre -Development Drainage Area From Site (Acres)
1.36
0.49
0.14
0.03
0.03
0.07
Post -Development Drainage Area From Site (Acres)
1.41
0.49
0.14
0.03
0.03
0.01
Pre -Development Overall Drainage Area (Acres)
10.55
8.40
0.38
3.21
1.54
0.54
Post -Development Overall Drainage Area (Acres)
10.61
8.40
0.38
3.21
1.54
0.48
Runoff Reduction (cf)
0
0
0
0
0
0
Receiving Channel Type (Natural, Restored, or Manmade)
Manmade
Manmade
Manmade
Manmade
Natural
Natural
Channel Protection Compliance Method
Energy Balance
Energy Balance
Energy Balance
2 yr. Post Q is Non -Erosive and conveyed by
Manmade Systems until 1%D of watershed
2 yr. Post Q is Non -Erosive and conveyed by
Manmade Systems until 1%D of watershed
Energy Balance
Flood Protection Compliance Method
10 yr. Post Q < 10 yr. Pre Q
10 yr. Post Q r 10 yr. Pre Q
10 yr. Post Q < 10 yr. Pre Q
Confines 10 yr. Post Q unti 1 1%D of watershed
Confines 10 yr. Post Q until 1% of watershed
10 yr. Post Q < 10 yr. Pre Q
1-year
2-year
10-year
1-year
2-year
10-year
1-year
2-year
10-year
1-year
2-year
10-year
1-year
2-year
10-year
1-year
2-year
10-year
CN Existing
69.3
N/A
69.3
89.2
N/A
89.2
82.3
N/A
82.3
N/A
73.9
73.9
N/A
81.2
81.2
77.9
N/A
75.3
RVExisting (CU FT)
27399
N/A
93565
60834
N/A
134993
1,830
N/A
4627
N/A
14618
30331
N/A
9674
18179
271
N/A
5338
QExisting (CFS)
9.56
N/A
35.76
23.28
N/A
49.92
0.91
N/A
2.25
N/A
7.31
15.02
N/A
4.79
8.86
0.14
N/A
2.64
CN Developed
70.7
N/A
70.7
89.5
N/A
89.5
84.9
N/A
84.9
N/A
74.1
74.1
N/A
81.6
81.6
61.0
N/A
74.6
RVDeveloped (CU FT)
29928
N/A
97226
61452
N/A
135256
2066
N/A
4967
N/A
14757
30530
N/A
9834
18387
13
N/A
4640
QDeveloped (CFS)
8.41
N/A
31.12
23.06
N/A
49.90
0.78
N/A
2.18
N/A
7.38
15.11
N/A
4.87
8.95
0.01
N/A
2.30
Qallowed (CFS)
8.45
N/A
35.76
23.09
N/A
49.92
0.79
N/A
2.25
N/A
N/A
40.00
N/A
N/A
9.00
2.33
N/A
2.64
VDeveloped (ft/s)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
19.27
N/A
N/A
3.50
N/A
N/A
N/A
N/A
VAllowed (ft/s)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A (Paved)
N/A
N/A
4.00
N/A
N/A
N/A
N/A
VExisting (ft/s)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
19.22
N/A
N/A
3.48
N/A
N/A
N/A
N/A
Outfall Location (Lats/Longs)
38.0770,-78.5034
38.0771,-78.5004
38.0770,-7(g.5054
38.0782,-78.5043
38.0791,-78.5043
38.0763,-78.5049
NOTE: All 1-year calculations are derived from the drainage area within the site boundaries. All 2-year and 10-year calculations are derived from the overall drainage area reaching the outfall.
*Detention Basins [BMP A and BMP B] are utilized at Outfalls A and B to meet water Quantity requirements. All calculations for these outfalls reflect overall pre -development undetained runoff vs. overall post -development detained runoff. See Energy Balance Summary and Detention Summary
[this page] for more information.
**An Underground Detention System [BMP C] is utilized at Outfall C to meet water Quantity requirements. All calculations for this outfall reflect overall pre -development undetained runoff vs. overall post -development detained runoff. See Energy Balance Summary and Detention Summary
[this page] for more information. BMP Chas been designed to meet the water Quantity requirements necessary under the scenario that Additive Bid Item #1 is constructed along with the Base Bid.
***Calculations at Outfall E are analyzed at the point of confluence between Outfall E and a watershed totaling 22.66 acres [1%O Point].
THIS PROJECT IS DESIGNED ACCORDING TO PART IIB TECHNICAL CRITERIA FOR WATER OUANTITY AS STATED IN
VSMP REGULATION 9VAC25-870-62 (et seq.). EACH OUTFALL IS DESIGNED TO MEET CHANNEL PROTECTION
CRITERIA AND FLOOD PROTECTION CRITERIA.
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
r
I
21112020
4:34:32 PM
d11350701F(2).dgn
Plotted By: mlchoel.mltchell
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PROJECT MANAGER -VAZZ_W=,YAN_&J4)_87295Q1—___
SURVEYED BY, DATE.LRIBS1/R1LEY_&_MAPP1N-G.11Q,-OZ/2312Q1g_______
DESIGN SUPERVISED BYA1LMLTfdE11_PE._____________________
DESIGNED BYICLMLEr---/Q1311L-& A=fO AZEZLVC
SUBSURFACE UTILITY BY, DATE
WATE]LD'V QUALITY AND GUANTITY
DATA SHFA(ET
Richmond, Virginia
HYDRAULIC ENGINEER
�IY AMKYS1S'PO1N7 WATERSHED CF6R OUTFALL E7 �
(OUT FALL E)
I I
II I \
II
I
---- / OUTF LL A
I ;I I orrc, , .... \\ \ /
OUT FALL C
/ /i
/ I
LEGS D
PROJECT AREA ("A -SITE")
— — — — POST -DEVELOPMENT OVERALL DRAINAGE AREAS
W_ POST -DEVELOPMENT "A -SITE" IMPERVIOUS LAND COVER
ILJ
JJr �
a �
p j 1=________--
IQ'.
I ✓
I
I
. . .............. . All
\
ITfALL
I
J
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
-C
I
21112020
4:34:45 PM
d11350702C(l).dgn
Plotted By: michoel.m/tchell
N
N
N
PROJECT MANAGER JyAZZ_KERTYAk.L4_34)_8Z29501_______________
SURVEYED B Y , D AT E N&B -SLJB LEY_ & _M-APPIN-GJIC,-OZ/23220/g
DESIGN SUPERVISED BY_LYTD&E/1_PE._____________________
DESIGNED BY-KLO—FY--�lOR11L-&- A=fLATEZLAlf__________________
SUBSURFACE UTILITY BY, DATE_(:CUILIABK,_0Z1_112014_____________
E&S CONTIDXOL NA TI D ATIVE & DETAIL SHEET
1XJ11V
GFNFRAI CONSTRUCTION NOTES FOR F&S PIAN
0 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR
TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2.) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
SEDIMENT CONTROL REGULATIONS.
3.) ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4.) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5.) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED
TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER
FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6.) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7.) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8.) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9.) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
/0.) ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
/0 ALL EARTH MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY,FREE OF
ROOTS, STUMPS, WOOD,RUBBISH,AND OTHER DEBRIS.
12.) BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13.) ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301OF THE CODE OF ALBEMARLE.
14.) BORROW,FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 A.M.TO
9:00 P.M.
l5.) BORROW,FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT,OR ORDER TO
MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16.) THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT
FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT,
UNIT, BUILDING OR OTHER PORTION OF PROPERTY.
17.) TEMPORARY STABILIZATION SHALL BE AS ON SHEET 2F, ROADSIDE DEVELOPMENT SUMMARY.
18.) PERMANENT STABILIZATION SHALL BE AS ON SHEET 2F, ROADSIDE DEVELOPMENT SUMMARY.
19.) MAINTENANCE. ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL
MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME 1S
FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT
FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20.) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION,
WHEN MEASURES ARE NO LONGER NEEDED,SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR.
2I.) CONTRACTOR WILL BE REQUIRED TIO KEEP THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND POLLUTION
PREVENTION PLAN (PPP) UP TO DATE AT ALL TIMES.
22.) CONTRACTOR WILL BE REQUIRED TO COMPLETE ALL RECUIRED EROSION AND SEDIMENT CONTROL INSPECTIONS AS RECUIRED IN THE
SWPPP AND DOCUMENT THE INSPECTION ON VDOT FORM C-107.
23.) CONTRACTOR SHALL HAVE AN ESCC CERTIFIED PERSON ON -SITE WHEN LAND DISTURBING ACTIVITIES ARE TAKING PLACE.
SEQUENCE/MAINTENANCE:
a.) Contractor shall provide 48 hours notice to the project
manager prior to the start of construction.
b.)
The CRLD must be at the pre -construction
meeting.
c.)
Community Development Inspector
must be
notified of the offsite borrow or spoillocation at the
on -site pre -construction meeting.
d.)
All erosion control measures will be
installed
as the first step in the clearing process.
e.)
No erosion control measure Will be
removed
Without approvol of the Community Development Inspector.
f.)
All disturbed areas are to drain to
approved
sediment control measures at all times during land
disturbing
activities until stabilization is
achieved.
g.)
Access to properties shall be maintained at
all times.
h.)
Driveway material shall be replaced
with some or better material.
i.) The contractor shall inspect all erosion control measures periodically and after each runoff producing
rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device
shall be made immediately.
j.) The contractor is responsible for installation of any additional erosion control measures necessary to
prevent erosion and sedimentation as determined by the Comunity Development Department.
k.) The contractor shall have pipe barrels and riser structures on -site prior to any land disturbance
permit issuance.
MS-1 Any area that has reached final grade must receive temporary or permanent soil stabilization within 14 days. Areas not at final grade that will remain dormant
longer than 30 days must have temporary soil stabilization within seven days. Areas that will be dormant longer than one year must have permanent soil
stabilization.
MS-2 All soil stockpiles and borrow areas must be stabilized or protected with sediment trapping measures. Temporary protection and permanent stabilization shall be
applied to all on -site soil stockpiles and borrow areas and soil intentionally transported from the project site.
MS-3 Permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered
established until a ground cover is achieved that is uniform, mature enough to survive, and will inhibit erosion.
MS-4 Sediment basins and traps, and perimeter ESC measures intended to trap sediment must be constructed as a first step in any land -disturbing activity and shall be
made functional before upslope land disturbance takes place.
MS-5 Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately upon installation.
MS-6 Sediment basin and trap design information. **
MS-7 Cut and fill slopes must be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of
permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected.
MS-8 Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure.
MS-9 Whenever water seeps from a slope face, adequate drainage or other protection must be provided.
MS-10 Inlet protection is required for all storm inlets that will be made operable during construction
MS-11 Before newly constructed storm water conveyance systems are made operational, adequate outlet protection and any required channel lining must be installed in
both the conveyance channel and receiving channel.
MS-12 When work in a live watercourse is performed, precautions must be taken to minimize encroachment, control sediment transport, and stabilize the work area to
the greatest extent during construction. Non -erodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used if
armored by non -erodible cover materials.
MS-13 When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of
non -erodible material must be provided.
MS-14 All applicable federal, state, and local regulations related to working in or crossing live watercourses must be met.
MS-15 The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.
MS-16 Underground utility lines shall be installed in accordance with the following standards in additions to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged so that it does not
adversely affect flowing streams or off -site property.
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization.
e. Re -stabilization shall be accomplished in accordance with these regulations.
f. Comply with all applicable safety regulations.
MS-17 Construction entrances are required at all access points to the construction site. Where sediment is transported onto a paved or public road surface, the road
surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This applies to individual development lots as well as to
larger land -disturbing activities.
MS-18 All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer
needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary
measures must be permanently stabilized to prevent further erosion and sedimentation.
MS-19 Adequate outfall information **
** MS-6 and MS-19 deal with the design aspects of the plan. For further information, please consult the latest edition of the Virginia Erosion and Sediment Control
Handbook. Also, refer to the sediment basin/trap design tables and the adequate outfall table located on the "Erosion and Sediment Control Standard
Details/Calcs."sheet.
Any variance to the above listed minimum standards must be requested and approved in writing.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EROSION AND SEDIMENT CONTROL NARRATIVE
SITE I QC:ATIQN: This project is located at the Albemarle County Public Schools complex housing Mary Carr
Greer Elementary School, Jack Jouett Middle School and Albemarle County High School.
PRO,IF('T f)FSCRIPTIC)N:
Project construction Will consist of pedestrian safety improvements along Lambs Lane.
EXISTING SITE CONnITIC) S: The site contains on asphalt -paved Local Rood With paved shoulders and roadside
ditches. Site topography ranges from flat to moderate slopes.
ADJACENT AREAS: This site is adjacent to commercial properties, With access from Route 10 and from
connecting streets.
OFF -SITE AREAS: Several off -site areas Will be disturbed for the project. Areas include construction of fill and
cut slopes, construction of temporary erosion and sediment control measures, utility relocations, and permanent
drainage features (including culverts and/or storm sewer).
SC)II S: The project corridor consists of fine sandy loam and gravelly sand loam (Hydrologic Soil Group B)
CRITICAI AREAS: Critical areas for this project include the outfall located between the entrance to Albemarle
High School and Jack Jouett Middle School.
FRC)SIO �A JP SFPI FLIT CC) TRC)I MFASURFS: Erosion and Sediment
Control plans have been included and depict erosion control construction sequencing,
temporary silt fence, temporary seeding, inlet protection, check -dams and permanent seeding.
PERUALIENT STARII 17ATION-* All disturbed areas will be stabilized with permanent seeding
immediately following finished grading. Seeding will be done per the Roadside Development
Summary Sheet 2F.
,;ToRKAWATFR RUNC)FF CONSInERATIC)LIS: This project complies with part IIB of the VSMP regulations. It meets
Channel Protection and Flood Protection criteria at both outfalls through the use of underground detention
pipes or a detention basin.
CAI CHI ATIONS: Pipe Capacity and Channel Adequacy calculations are included in
corresponding Drainage Narrative Report.
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
r
I
21112020
4:34:48 PM
d11350702C(2).dgn
Plotted 8yr michael.mitchell
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PROJECT MANAGER-A/(ATL_W=MAA &f4J_8Z2_45Q1_______________
S U R V E Y E D B Y , D AT E &&8-SUDIZEY_ & _MAPPII�G,LLC, _0Z/2312Q1g _ _ _ _ _ _
DESIGN SUPERVISED BY_ALMLTf11ELL_PE.____________________-
DESIGNED BY _KbVLEY-_H_0RAL -&- A=_CL TES,INC-
SUBSURFACE UTILITY BY, DATE ACCUZ1_18&_OZ/JIl2QI_9____________-
1992
III I II I I �jf_L�� I D.o
DROP INLET
II Pq., WITH GRATE
SEDIMENT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE,
Source: Va. DSWC
1992
III - 38
R 0 CK CHECK DAM
3
3.07
Plate 3.07-3
3.20
1 h N
1992 3.07
BL 0 CK & GRA VEL C URB INLE T
SEDIMENT FIL TER
CURB INLET
RUNOFF OVERFLOW
WATER WITH
SEDIMENT
SEDIMENT
WIRE SCREEN /
2" X 4" WOOD STUD
FILTERED WATER
p G r TIII
n IIII�I I�
CURB INLET
SPECIAL APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
Source: Va. DSWC
1992
III - 45
Source: Adapted from Installation of Straw and Fabric Filter
Source: Va. DSWC Plate 3.20-1 Barriers for Sediment Control, Sherwood and Wyant
111 - 187
III - 25
Plate 3.07-8
3.05
Plate 3.05-2
TABLE 6-1
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will be constructed and maintained according
to minimum standards and specifications of the Virginia Erosion and
Sediment Control Handbook and Virginia ' Regulations 4VAC50-30 I
Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be notified one week prior to the pre -
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior to or as
the first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES-5: Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but not limited to, off -site borrow or
waste areas), the contractor shall submit a supplementary erosion control
plan to the owner for review and approval by the plan approving authority.
ES-6: The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation as
determined by the plan approving authority.
ES-7: All disturbed areas are to drain to approved sediment control measures at
all times during land disturbing activities and during site development until
final stabilization is achieved.
ES-8: During dewatering operations, water will be pumped into an approved
filtering device.
ES-9: The contractor shall inspect all erosion control measures periodically and
after each runoff -producing rainfall event. Any necessary repairs or
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
VI - 15
Albemarle County Design Standards Manual - Engineering
STONE 70' MIN.
CONSTRUCTION
ACCESS 3" SM-2A ASPHALT TOP
COURSE EXISTING
27
2% PAVEMENT
\--6" MIN. 21A AGGREGATE BASE
PROFILE
STONE 70' MIN.
CONSTRUCTION ASPHALT PAVED
ACCESS -� I WASHRACK
(EXISTING
2% 2% PAVEMENT
I2%
T
+
*MUST EXTEND FULL WIDTH -0
POSITIVE DRAINAGE
TO SEDIMENT
OF INGRESS AND EGRESS }
TRAPPING DEVICE
OPERATION
PLAN
12' MIN.
POSITIVE DRAINAGE
2i TO SEDIMENT
TRAPPING DEVICE
FILTER CLOTH-/
SECTION A -A
A nnumutun water tap of 1 nich must be nistaffed with a nrinnmum 1 nich ballcock
shutoff valve supplying a wash hose 1,tiith a channeter of 1.5 niches for adequate
constant pressure. Wash water must be carried away from the entrance to an
approved settling area to remove sediment. All sediment shall be prevented from
entering stoma (banns, clutches or watercourses.
PAVED WASH RACK
NO SCALE
1992
Page 8 of 23
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
2016 ROAD & BRIDGE STANDARDS
EC-2
12" MAX. 4:1 OR FLATTER
6" MAX. STEEPER THAN 4:1
ANCHOR SLOT
I I� 0
CENTER ROW MAY BE
I 2.
ELIMINATED WHEN WHEN SLOPE
I I I IS LESS THAN 4:1
I
JUNCTION SLOT
I I I I I
5' MAX. 4:1 OR FLATTER
3'MAX.STEEPER THAN 4:1
CHECK SLOT �I_ ANCHOR SLOT
I I I I T
MI
/\�\ TERMINAL FOLD ,j" `
I
-=�,
I I I I I
I I I I 1 EDGE AND END JOINTS TO
LAP J01N��/� I-
'
I 1 BE OVERLAPPED 2" MINIMUM.
I
2" MIN. --
I I I I
COMBINE THIRD ROW OF STAPLES
FROM EACH STRIP IN LAP WITH
ALTERNATE SPACING. TERMINAL FOLD
I I I I
9" MAX.
I I
I I I I I I I
12
III-
2ARIABLE,Y ARIABLE_I
- �. : - = -- : - I,
_-IIII�I
III
III
I I
I I
CHECK SLOT JUNCTION SLOT
Il ter' To z°
NOTES:
V TO 2 �--I� " 1. APPROXIMATE 200 STAPLES REQUIRED
JUNCTION SLOT 1RIABLE.
PER 4' X 225' ROLL.
Im
2. ANCHOR SLOTS, JUNCTION SLOTS AND
CHECK SLOTS TO BE BURIED 6" TO 12"
o AND VA
.N0.
11 MIN.
I I I I I t0 3. MAX. SPACING C-C CHECK SLOTS
GAGE WIRE
100' SLOPE 4% OR LESS 50' SLOPE
VARIABLE STEEPER THAN 4Y,.
VARIABLE 4.STAPLES FORMED FROM NO.8 STEEL
I=
PLAN VIEW WIRE 8" STAPLE MINIMUM LENGTH
FOR SANDY SOIL 6" STAPLE MINIMUM
STAPLING DIAGRAM LENGTH FOR OTHER SOIL.
CUT OR FILL SLOPE INSTALLATION
DITCH INSTALLATION
GENERAL NOTES:
1. ROLLED EROSION CONTROL PRODUCT IS TO BE LOCATED AS INDICATED 4. FOR SOURCES OF APPROVED MATERIAL SEE VDDT'S APPROVED PRODUCTS LIST
ON THE PLANS IN ACCORDANCE WITH THE DIMENSIONS SPECIFIED ON
TYPICAL SECTION. FOR EC-2 MATERIALS TYPES 1, 2, 3, OR 4.
2. "T-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE
ENGINEER MAY BE SUBSTITUTED FOR THE STAPLES SHOWN.
3. WIDTH OF MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF
4 OR 5 FEET. A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
XVD❑T
ROLLED EROSION CONTROL PRODUCT
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
PROTECTIVE COVERING INSTALLATION CRITERIA
SHEET 1 OF 1
REVISION DATE
07/16
(TEMPORARY USE)
VIRGINIA DEPARTMENT OF TRANSPORTATION
244
606
113.02
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
FILL SLOPE SECTION
DROP STD EC-3
MATERIAL VERTICALLY -
DOWNSLOPE
i
Sr
v /
AI
FR
i lq
TOE OF FILL
MAINTAIN SLOPE ANGLE
'OVERLAP AT
ROLL TERMINAL
/ 4Q
2'-0"
-111-1I o - N
SOIL SHALL BE
TAMPERED PRIOR
TO LAYING TOP
LAP OVER
BERM
TRENCH INTO BERM AND
PROGRESS DOWNSLOPE
SLOPE LINING - WET CUT SLOPE
WATER SEEPAGE
WHEN WATER SEEPAGE IS PRESENT IN A
SLOPE THAT REQUIRES INSTALLATION OF
EC-3 THE FOLLOWING DETAIL MAY BE USED
WITH THE APPROVAL OF THE DISTRICT
MATERIALS ENGINEER.
STD EC-3
TYPE 3-
VDOT No.3 AGGREGATE
WRAPPED IN NON -WOVEN
GEOTEXTILE FABRIC EXTENDED
12" ABOVE SOURCE OF WATER
BOTTOM OF CUT SLOPE
EC-3
TOP OF
CUT SLOPE
SDIL�,
'_'NP,JER T pgLE
C,2" DEPTH
SLOPE LINING - DRY CUT SLOPE
STD EC-3
TYPE 3
TOP OF
CUT SL1
SOIL --A, -
2'-D" I
NOTES: '
I'
1. SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS, AND 1-
STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT. _
2. STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER AND
SHALL BE A MINIMUM OF 18 INCHES IN LENGTH. BOTTOM OF FILL SLOPE
3. EC-3 MATERIALS SHALL BE IN ACCORDANCE WITH THE APPROVED - I'
PRODUCT LIST. - 17
`` 1-
4. FOR SOURES OF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR BOTTOM OF CUT SLOPE-
ST-D. EC-3, TYPE 3 MATERIALS.
4'-0"
5. SLOPES SHALL BE SEEDED IMMEDIATELY PRIOR TO INSTALLATION
OF ST'D. EC-3 TYPE 3 MATERIAL. OR SHOULDER
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. BREAK POINT
SPECIFICATION ROLLED EROSION CONTROL PRODUCT �VD❑T
REFERENCE
SOIL STABILIZATION MAT ROAD AND BRIDGE STANDARDS
606 (PERMANENT SLOPE INSTALLATION) REVISION DATE SHEET 3 OF 3
606 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16
113.05
2016 ROAD & BRIDGE STANDARDS
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
21112020
4:35:03 PM
d11350702C(3).dgn
Plotted Byr michael.mitchell
N
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PROJECT MANAGER L4TT-W=MAA�&f4J-8Z2-45Q1_______________
S U R V E Y E D B Y, D AT E&&E —1!(JRI1EY_ & _YAPPII�G,LLC, -OZ/2312Q1g
DESIGN SUPERVISED BY-ALMIIfl1ELL-PE._____________________
DESIGNED BY-KbVLEY--H-0R1V--&-A=-CZATES,INC-
SUBSURFACE UTILITY BY, DATE 14CCLZM-A8&-OZ,JIV2QI-9_____________
Sediment
Basin
Drainage Area
(Ac,)
Wet Storage Volume (CF)
Dry Storage Volume (CF)
Required
Provided
Required
Provided
TSB-1
1.97
3,5E4
3,809
3,554 3,993
Invo OLjt=
Bottom
Elev.
Sediment
Cleanout Elev.
Dewatering
Orifice Elev.
Dewatering
Orifice Dia.
Outlet Pipe
Dia.
Top of Dewatering
Device Elev.
550.00
551.00
552.00
4 in.
24"
552.50
Design High
Tap of Riser
Riser Crest
Emergency
Embankment
Freeboard
Water (25-yr
Elev,
Diameter
Spillway Elev.
Elev.
Provided
Storm) Elev.
553.00
4 ft.
N/A
553.39
555.50
2.11
X
pavement
Pavement
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552/ 55
X
Kimley-Horn & Associates
Richmond, Virginia
ROADWAY ENGINEER
4-4
M
REVISED STATE
STATE
ROUTE PROJECT
EN/8-002-975
VA. 9885 C-50/
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
O1
1
1
1
P- I
1
1
1
1
1
1
I
I
I
/
SHEET NO.
2C(3)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
SCALE PROJECT
o io D EN/8-002-975
SHEET NO.
2C(3)
21112020
4:35:05 PM
d11350702D(l).dgn
Plotted Byr michael.mitchell
PROJECT MANAGERL4TT-W=MAA�&f4J-8Z2-45Q1---------------
SURVEYED BY, DATE&&E-1!(JRILEY-&-YAPPII�G,LLQ,-OZ/23Z2Q1g-------
DESIGN SUPERVISED BY-ALMIIfl1ELL-PE.--------------------_
DESIGNED BY-KbVLEY--H-0R1V--&-A=-CZATES,INC-
SUBSURFACE UTILITY BY, DATE 14CCLZV-A8&-OZ/JIl200-----------__
NOTESO
l� See Sheet 2D(2) for BMP Section A'-A1
9
O
and the outlet pipe prof/ lea
2) A BMP certi f i cati on for each of the
BMPs must be submitted with the
signature and seal by c licensed
prof essi on(7l prior to project closure.
3) Grading of BMP shall be surveyed and
submitted to the Engineer f or approval of
f i ni shed volume prior to application of
f i nal topsoil o
X
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REVISED
STATE
ROUTE
VA. 9885
STATE
PROJECT
ElV 18-002-975
C-501
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Kimley-Horn & Associates
Richmond, Virginia
ROADWAY ENGINEER
/
-4 /
4 /
/
/
/
O /
/
J /
I
I
/
/
/
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FINAL PLANS
SHEET NO.1
2D(l)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
SCALE
0 10' 20'
-
-I
PROJECT SHEET NO.
EN/8-002-975 2D(l)
21112020
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PROJECT MANAGER L4TT-W=MAA� &f4)-8Z2-45Q1---------------
S U R V E Y E D B Y , D AT E &&E —'!URILEY- &-YAPPII�G,LLQ, -OZ/2312Q1g - - - - - - -
DESIGN SUPERVISED BY-ALMITfl1ELL-PE.--------------------_
DESIGNED BY-KbVLEY--H-ORAL -&- A=-CL TE5,1N -
SUBSURFACE UTILITY BY, DATE 14CCLZV-A8&-OZ/JIl2QI-9------------_
11) 1 IM)
imil)"i
= mf 190�11[1
TOP OF EMBANKMENT BMP A - SECTION Al - Al
(ELEV = 555.50)
/0' TOP WIDTH
565 _- _�____ ____--, _-___-- TOP- -OF EMBANKMENT
--- ---r---�---t----I---- t---- I ---- t---- I----rt---- r--- r----r---_ -__� € =1- 555.50)
---�--- , ---�—--r----I----T---,---- 100: R IELr J.9— -------Jt�TOP WIDTH
560---�--- r-------r----i---- - --i--- T i --r--
r----------i--- - -�------L---
i i --- i ---�----1-=_ TD /��
�---- I---- — --L----�-----�-------+'F1- ��—�VG�1—�-------� ----I
555 - ----�------------�-- - ---� ---�'---�--- -- ---�- __ ----i
+ +•�� I -- — — +- — — — — I
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----fi----r--- —-�}-------r-------t----I
550----CRO(�1 -------r--- - rt--
--,---- I----r---I----,- ----I
I~---���v*+-- rE--Ebp}�p� �{t —---��T—/ — ----———— r--
—----r—------r----�
- i____I }}��_ I _1--�------------ ----! --- ----� --- ----� ----I
55
545--- —1----� Y1_= 1. 6rJ--—L----1----1----1----1------------L---J----L---J
0 /0 20 30 40 50 60 TO 80
6" DIAMETER ORIFICE
(ELEV = 550.00)
PIPE PROFILE 4-6 TO 4-5
PROPOSED
GRADE
565 -- --- - 1�--—�----1- --a
�_ -----
----i---- -- ----
i----i
�- ---r- (t-I----t----i----1
563 Q0�I----�,---t-�--p�----r----,----1
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L— — — --- I r-----——— —
----I
�—--L— L — — — —
----1----L—J----L--------�
555 ---�---L---------------�
----4-- - -----------a
INV = 550.00 —�
550 40.w 1-40 ----r----I----1
------------------
545
0 24 LF /0 20 30
24" CONCRETE PIPE REO'D.
/.8 7.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
21112020
4:35:09 PM
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PROJECT MANAGER (4TT-W=MAA� &f4J-8Z2-45Q1---------------
S U R V E Y E D B Y , D AT E &&E —'!URILEY- &-YAPPII�G,LLQ, -OZ/2312Q1g -------
DESIGN SUPERVISED BY-ALMIIfl1ELL-PE.--------------------_
DESIGNED BY-KbVLEY--H-OR/lL -&- A=-CL TE5,1N -
SUBSURFACE UTILITY BY, DATE 14CCLZV-A8&-OZ/JIl2QI-9------------_
�IRMP '.R DETAILS
\\/ /
r o /S\
Con o C
C-0-
07�
School i gn \
Edge of
veme t \\ S
\
\ ---------- ------------- -
------------
\ S
---- -- --- ----------------- ----------- ------------- 1.1 - -------------------
---------------- --------- -- M ---------
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----- S---_- -- _%aVerr�e0 __-- _-__- _-_------_-
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Section C'-C'9 and the outlet pipe profile.
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finished volume prior to Gppllocctloon of \ l l
f i ncl topsoil. \ \
\ O
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1nv'.)9-Ljt = 559.6,�
\\
•
rn & Associates
)n d, Virginia
\Y ENGINEER
REVISED
STATE
ROUTE
STATE
PROJECT
EN/8-002-975
C-501
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
20�
FINAL PLANS
SHEET NO.
2D(3)1
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
SCALE
NOR
0 iu 20'
9
PROJECT SHEET NO.
EN/8-002-975 2D(3)
21112020
4:35:11 PM
d11350702D(4).dgn
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r
PROJECT MANAGER L4TT-W=MAA� &f4)-8Z2-45Q1---------------
S U R V E Y E D B Y , D AT E &&E —'!URILEY- &-YAPPII�G,LLQ, -OZ/2312Q1g - - - - - - -
DESIGN SUPERVISED BY-ALMITfl1ELL-PE.--------------------_
DESIGNED BY-KbVLEY--H-ORAL -&- A=-CL TE5,1N -
SUBSURFACE UTILITY BY, DATE 14CCLZV-A8&-OZ/JIl2QI-9------------_
11M'�P R DETAILS
TOP OF EMBANKMENT BMP B - SECTION B1 - B1
(ELEV = 562.50) TOP OF €MBANK)VENT
4-'TOP WIDTH - (ELEV = 562.50),
570 L___�-_ _�_-__ ___-�_ -- f00 -i'-I.WS-(€E-�6f.4 )------------ ----
4 =0p y�IDT- -- ------ ---� -------------------�
L--- f--- -----------------t----I— — +-----����----�--- t---- --- ----i ----I
G --- t--- } --- 1--- —} ----I—--t__-r��----} ----
r -------r--- 1----t ----I
---�---- ---1— — --T — T---T--1----I----r---I----�-----�----Y ----1
565---�---- ---�-_GRAL)E-1----T --- i-= -T---i----� -- r---� -- r_---_� -- r--- 1
560}-----------------------------� -==-i
---c-u�--T--��+ ----�- ---3"---'---------�----�----4----�-----a----� ----1
L_/S7�NV-----I--------I— --+-----------I—l----4----—I — — —— I ----1
L-----f-------�----t----I-- —t--- �Flr1,�iS��-6. ��—f-----+----i-----I----i-----I
555 --- r----T -------r----I---- — rt---- r---- r-----r---- r-----i---- r ---- 1 ---- — ---
--------r-------r----1----T— I� S€T F€L. 6E��T}�----F---7----F --I - - - - r - - - -
I
--------�-------�----1----——— —I---- ----�-------� --- — — — — F -------� ----I
r-------�-------�----1--------I---- ----�-------�-------�-------� ----1
-----------------------------
550 r---1---- L---J---- L---- J---- L---- 1----1----1---- 1---- 1---- I ---- L--- J---- L----1
0 /0 20 30 40 50 60 TO 80
BMP B -SECTION Cl - C'
EMERGENCY SPILLWAY
(ELEV = 561.00)
6' WIDTH
57'0 -------- ----------------
r---�---- -----------------1
565 L___=====r== _=
I I I I I I
560--���:-
r------------$bT�{} OF BASIN
---r r ----——_J----fi----1----1
555 L 1-------T------,--`-----
— — — — _ PrtClE
E�r�S�M� - _ - -
GROU
550 L-1--------L---J----L---
J
0 /0 20 30
PIPE PROFILE 5-/
TOP OF €MBANOENT
570-------------(EL-E1 = 562.50)
PROPOSEo==--'------'-
GRAD----r---y---fi--------1
565 --1----- I----�
EXISTING GROUND-\ __— -�— -- ___ --3T
-- "'---L---J------- I ---- i
560 --------�------1----a
INV = 559.00 --4f - -25=CIF-—J IV = 558.75
555 _ _ -` � rVC =P1gP - f _ _'D: _ _ _ --I
-------�—
---I----L — — --I — — --�
550----1----1----L---J----L --- J
0 /0 20 30
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
21112020
4:35:17 PM
dII350703.dgn
Plotted By: michoel.mitchell
N
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PROJECT MANAGER -VALL-WE YAIL-&J4)-8Z29501
SURVEYED BY, DATE.L&B�LIRJLEY_&_Y/,PP1N-G.//C.-OZ/2312Q1g______
DESIGN SUPERVISED BY-XY1-TfHELL-PE,_____________________ o
DESIGNED BYICLMLEr�1Qf2 L-& A=fO AZEZLVC----------------- o�°
SUBSURFACE UTILITY BY, DATE ACCL/V-RK,OZZILZ2019----____-____
o�
WRY CARR GREER
ELEMENTARY SCHOOL
*6457 Storm Manhole
Rim = 557.921
Inv. Out = 553.67' (l5" RCP to 117507)
*7507 Storm Manhole
Rim = 556°I7'
Inv. In = 553°37' (l5" RCP from *6457)
Inv. Out = 553.23' 05" RCP to Approximate Direction)
o�`G
o��
��0
*750I Storm Manhole
' Rim = 560.931
(a) Inv. In = 556.52' (l5" RCP from Approximate Direction)
(b) Inv. In = 556.501(I5" RCP from Approximate Direction)
Inv. In = 556.49' (l5" RCP from *7502)
Inv. Out = 556.53' (l5" RCP to *7505)
5' 117502 Storm Manhole
\\
\\ F:1
Co _-__ X
60
V.\ vG i
5
\ 9 x
TREES TO BE '
5 /
REMOVED
DO NOT
PSPr DISTURB l8,\,y���
COUNTY OF ALBEM.ARL
SCHOOL BOARD AL —' T
216.69 ACRES...,",',
(PER ALBEM'ARLE .''GIS DATA). '%
.•
Curve LOBS_LNI _ l5° NsEr e
PI = 304.23.28 :. \S
DELTA = 74° 05' 24.63" (LT)
D = 23° 52' 24'
T = 181.15'
O ,
L = 3/0.35'
G RB
PC 302-42.15
DISTURB
FCC = 305.52.48 o SPECIAL DESIGNCURB
AND GUTTER. E
.. SHEET
DET � 0
93
Curve LAtiIBS_LN2 ,��' 2° GQ 0)\
PI = 307.84.66 JACK JOUET T - -�
DELTA = 490 22' 58.82" (LT) MIDDLE SCHOOL
D = ll° 20' 45" .
1 1
I
L = 435.26' 1 ❑:
R = 505.00' d
PCC = 305.52.4
8
PT 309-87.74
i cl-cAin
REFERENCES
(PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS,
ETC.)
DENOTES
PROPOSED PAVEMENT.
Survey Alignment Data Sheet /C
DENOTES
DEMOLITION OF PAVEMENT
Construction Alignment
lD(l)-02)
�"
DENOTES
MILL &OVERLAY PAVEMENT
Data Sheet
(PROJ. EN18-002-975, C-504)
Erosion and Sediment
3A
!ADDITIVE
BID ITEM '31
Control (Single Phase)
4_ •.° : •: a.
DENOTES
PROPOSED CONCRETE ITEMS
Entrance Profile
3B
Drainage Descriptions
6(l)
DENOTES
CONSTRUCTION LIMITS IN CUTS
Storm Sewer Profiles
6(2)
_ _ _ _
Storm Sewer Details
6(3)
[F— — —
DENOTES
CONSTRUCTION LIMITS IN FILLS
Pavement Marking, )Varker
7(3)
& Signing Plans
Kimley-Horn & Associates, Inc. Kimley-Horn & Associates
Richmond, Virginia Richmond, Virginia
HYDRAULIC ENGINEER ROADWAY ENGINEER
REVISED STATE
STATE SHEET NO.
ROUTEI PROJECT
VA. 9885 EN18-002-975 3
C-50/
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
\l SST C ly
2 G�
1 .
3-
7 10
_a f
T G'\
o1D
G
.\
`moo f
�6 q
r 'Buses 0 y j S. I
Sign
S� r
•
/.: 66.56' DO NOT
DISTURB 3-2 '��
U ST'D. CG-12, TYPE A REO'D.
14 EXIST. PIPE TO BE ABANDONED
A ST'D. CG-12, TYPE B REQ'D.
A/5EXIST. PIPE TO BE REMOVED
A3ST'D. CG-2 REQ'D.
Z4� ST'D. RADIAL CG-2 REQ'D.
5 ST'D. CG-6 REQ'D.
6 ST'D. RADIAL CG-6 REQ'D.
ZL FULL DEPTH SAWCUT
AqHYDR. CEMENT CONC. SIDEWALK REQ'D.
AloADJUST EXISTING UTILITY TO GRADE
A//EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
12 EXIST. UTILITY TO BE REMOVED
A
k EXIST. PIPE TO BE CLEANED OUT
UT /LIT Y OVI/NERS
CENTURY LINK
ALBE4ARLE COUNTY SERVICE AUTHORITY
THOMAS RENOY
JUSTIN RAY
TU SA, OK 74103
168 SPOTNAP ROAD
E AIL: renoyJt)omos@centurylink.com
CHARLOTTESVILLE.VA 22911
E AIL: NotionolRelocdcenturylink.com
TEL: (434) 977-4511 ext,124
LA10S NETWORK
R/VANNA WATER AND SEWER AUTHORITY
GAS
WRY ZYLOWSKI
5A4 W.BROADSSTREET
FORT
695TORIA MOORES CREEK LANE
CITY OF CHARLOTTESVILLE
305 4T H STREET NW
WAYNESBORO,VA 22980
CHARLOTTESVILLE.VA 22902
OFFICE: (540) 949-3466
TEL: (434) 977-2970 ext. 205
CHARLOTTESVILLE,VA 22903
FAX: (540) 943-3333
FAX: (434) 295-1146
OFFICE: (434) 970-3815
EMAIL: ZyloWski@chorlottesville,org
EMAIL: morris jpealumosnet com
DOM/N/ON ENERGY
coMcAST
,gLBEMARLE COUNTY SCHOOLS
ANDREW J. BROOKS
ROBERT REJONIS
70/ E.CARY STREET
PHUNG DINH
OFFICE: (434) 872-4569
RICHMOND, VA 23219
4391 DALE BOULEVARD
FAX: (434) 984-8018
TEL: (804) 771-3655
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
WO RIDGE, VA 22193 EMAIL: RRejoniseakl2olbemorle.org CELL: (804) 514-2277 SCALE
E AIL: Phung_Dinh@comcost.com EMAIL: AndreW.J.Brookscdomcom
E AIL: NED-BLT_Be/twoyRegionDesignRequests@cob/ecomcost.com EMAIL: Facility,Locate,RequestLadominionenergy,com 0 A' 50'
PROJECT SHEET NO.
EN/8-002-975 3
21112020
4:55:20 PM
dII550703A.dgn
Plotted 8y: michael.mitchell
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PROJECT MANAGER -AIL4TT-W=MAA�&f4)-8Z2-45Q!_______________
SURVEYED BY, DATE 1�&B-SJRILEY_&_MAPP1l�G,LLQ,-OZ/23Z2Q1g_______ oO i
DESIGN SUPERVISED BY-ALMLTflI ELL -PE._____________________
Ok \
DESIGNED BY XLMLEY--H-0RAL -&- A=-C1AZE5,1N-C-
SUBSURFACE UTILITY BY, DATE 14CCd.ZV-48&-OZ/JLl2QL-9___________--
IP-B CD
0''
AT NEXT
DOWNS READ v
INLET
p Q *6457 Storm Manhole Kimley-Horn & Associa
---- o \\:; \ / �� Rim = 557.921 Richmond, Virgin
Inv. Out = 553.67' (l5" RCP to 117507) HYDRAULIC ENGIN
C *7507 Storm Manhole
Rim = 556.17'
Inv. In = 553°37' (l5" RCP from *6457)
k-A\ Inv. Out = 553.23 05 RCP to Approximate Direction)
\ \ N
- , �' , /G �' \� jam' \\`♦ \\ \\ G
a�
#7501 Storm Manhole
Rim = 560.93' (a) Inv. In = 556.521 (l5 RCP from Approximate Direction)
(b) Inv. In = 556.50' (I5" RCP from Approximate Direction)
Inv. In = 556.49' (l5" RCP from *7502)
Inv. Out = 556°33' (l5" RCP to #7505)
117502 Storm Manhole
Rim = 559.76
\\\ ��� `♦ \ \\\ \\\ \� // Inv. Out = 556.87' 05" RCP to 17500 COUNTY OF ALBEMARLE
SCHOOL BOARD AL
*7503 Drain Inlet 216069 ACRES
Top - 557.961(PER ALBEMARLE GIS DATA)
\ / Inv Out - 555 06 (l5 RCP t 7504)
*7504
Top =
Drain Inlet
557.95'
°
5
Inv.
° In
Inv. Out
- ' (l " from p750
552°95 5 RCP 3)
= 552°90' (l5" RCP to Approximate Direction)
\\ \\ °�� �'\ �\ *7505 /5" RCP @ Conc Endwall
\ \
\ PSPr - F �e� /� \ \ \ Out = 553°50'
\\ COUNTY OF --BEMARLEND
\ SCHOOL B ARD A� ,'� \, 0� PRGJ° E _
/ - '� N/8 0 - ��
\\ 2/6069 ACRES' '\ \�e�r / I ADD/T/VE - ' -� 0�2� %
\ \\ (PER ALBEM . RLE .' GfS DATA). B/p
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
v
n
y/
/
/
/
/ s
/
/
/
P y�e��� , �s�o BASE B/ 9 5, C-5p/
D eke z
a \ •. `'. '. �/fib ,
\ / ROUTE 9885 M
IP-B, Ip_B __ fLAti1BS LAHEI
\ \ f
2 QC0IVSTR� � -
V,60 i
�a IP-A _ �\\ �. -
Qvj� /
\ TSF-A\
\ � .• �' \' TSF- �� , � � �, 0� ./ c�\ \ \ \, �. \
/ 3_ I
IPA
\ 0 _ -
� 32
EROSION & SEDIMENT CONTROL LEGEND
occcocAi�cc' I . '9n_
�X� TSF-A
Q RCD-1
_ RCD-2
IP-A
IP-B
C/P
sT
se
LOD
00
EC2,Ty,1
Denotes Temporary Silt Fence, St'd EC-5 Type A or B
Denotes Rock Check Dam, Type I; St'd EC-4
Denotes Rock Check Dam, Type II; St'd EC-4
Denotes Inlet Protection, Type A; St'd EC-6
Denotes Inlet Protection, Type B; St'd EC-6
Denotes Culvert Inlet Protection, Type C; St'd EC-6
Denotes Temporary Sediment Trap; St'd EC-7
Denotes Temporary Sediment Basin
Limits of Disturbance
Denotes Temporary Diversion Dike, St'd EC-9
Denotes Rolled Erosion Control Product,
Temporary, St'd. EC-2 Type 1
b, `
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
2/1/2020
4:35:24 PM
d11350704.dgn
Plotted By, mlchoel.mltchell
N
N
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I
PROJECT MANAGER -VALL-WERZYAN-&J4)-8Z295Q1_
SURVEYED BY, DATE.LRIBSURLILY_&_M_APELN-G.L1C.-OZ/2312Q1-9______
DESIGN SUPERVISED BY-XMLGl1ELL-PE,
DESIGNED BYICLMLEr--�lQ1311L-& A=fO AZEZLNC__________________
SUBSURFACE UTILITY BY, DATE
Curve LAN BS_LN2
PI = 307+84.66
DELTA = 49.22' 58.82" (LT)
D = //0 20' 45"
T = 232.18"
L = 435.26'
R = 505.00'
PCC = 305.52.48
PT = 309.87.74
/FCFNn
1.0.:...
••I DENOTES PROPOSED PAVEMENT
��] DENOTES DE40LIT10N OF PAVEMENT
�.� DENOTES MILL & OVERLAY PAVE4ENT
(PROJ. EN18-002-975, C-504)
!ADDITIVE BID ITEM *31
DENOTES PROPOSED CONCRETE ITEMS
L`- _ _ _ _ DENOTES CONSTRUCTION LIMITS IN CUTS
DENOTES CONSTRUCTION LIMITS IN FILLS
Curve L4BS_LN3
PI = 3/2+04.2/
DELTA = 13. 06' 07.54' (RT )
D = /0. 54' 49"
T = 60.29'
L = 120.05"
R = 525.00"
PC = 311,43.92
PCC = 312.63.97
Curve LOBS_LN4
PI = 3/3+68.47
DELTA = 38. 33' 18.64' (RT )
D = 19• /0' 42"
T = 104.49'
L = 201.04'
R = 298.75'
PCC = 3/2,63.97
PRC = 314,65.01
COUNTY OF ALBEMARLE
SCHOOL BOARD AL
216.69 ACRES
-R ALBEMARLE GI S DA,
Inv. Out = 561.13' @ Conc. Endwcll
EXIST. FEN(
TO BE RE
EXIST. RIP RAP
TO BE RE40VED
ST'D. FE-CL REO.
EXIST. PAVED DITCH
TO BE REMOVED
AIST'D.CG-12,TYPE A REO'D. AIEXIST.PIPE TO BE ABANDONED
SAT'D. CG-l2, TYPE B REO'D. l5 EXIST.PIPE TO BE REMOVED 22
A3ST'D. CG-2 REO'D.
A ST'D. RADIAL CG-2 REO'D.
5 ST'D. CG-6 REO'D.
ST'D. RADIAL CG-6 REO'D. 66.
A FULL DEPTH SAWCUT
AqHYDR.CE4iENT CONC. SIDEW ALK REO'D.
AloADJUST EXISTING UTILITY TO GRADE
A//EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
12 EXIST. UTILITY TO BE RE40VED
A
kEXIST.PIPE TO BE CLEANED OUT
Curve SUP-1
PI = 100.08.71
DELTA = 20.56' 48.00" (RT )
D = 95.29' 35"
T = 11.09'
L = 21.94'
R = 60.00'
PC = 99.97.62
PRC=100,19.56
-1 �1`!. 01
Curve SUP-2
P/ = 101.38.71
DELTA = 39.09' 30.47" (LT )
D = /7. 06' 12"
T = 119.15'
L = 228.95"
R = 335.00"
PRC=100.19.56
PRC=102.48.51
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Curve SUP-3
PI = 102+76.78
DELTA = 50.2T 36.40" (RT )
D = 95.29' 35"
T = 28.2T
L = 52.84'
R = 60.00'
PRC=102.48.51
PRC=103+01.35
CPS
/V-3g/5,9045972
E ��48227n Inn
Q
65
h
Curve SUP-6
PI = 106.16.02
DELTA = 7/0 14' 04.46" (RT )
D = /7. 37' 46"
T = 232.83'
L = 404.07"
R = 325.00"
PCC = 1031,83.19
PRC=107.87.26
Curve SUP-5
PI = 103.44.09
DELTA = 40.46' 25.8T (RT )
D = 49" 49' 2r
T = 42.74'
L = 8/.84'
R = //5.00'
PRC=103.01.35
PCC=103+83.19
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
21112020
4:55:28 PM
dII550704B.dgn
Plotted Byr michael.mitchell
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PROJECT MANAGER L4TT-W=MAIA<&f4J-8Z2-45QI_______________
S U R V E Y E D B Y, D AT E&&B —'!(JRILEY_ & _MAPPII�G,LLQ, -OZ/2312Q1g _____
DESIGN SUPERVISED BY-ALMIIfl1Ell-PE.____________________-
DESIGNED BY-KbVLEY--H-ORAL -&- A=-CL TEs,1NC-
SUBSURFACE UTILITY BY, DATE 14CCLZV-A8&-OZ/JIl2QI-9_____________
LOD
SEDIMENT CONTROL LEGEND
00
EC2,Ty,1
Denotes
Temporary
Silt Fence, St'd EC-5
Type A or B
Denotes
Rock Check
Dam, Type I; St'd
EC-4
Denotes Rock Check Dam, Type II; St'd EC-4
Denotes Inlet Protection, Type A; St'd EC-6
Denotes Inlet Protection, Type B; St'd EC-6
Denotes Culvert Inlet Protection, Type C; St'd EC-6
Temporary Sediment Trap; St'd EC-7
Denotes Temporary Sediment Basin
Limits of Disturbance
Denotes Temporary Diversion Dike, St'd EC-9
Denotes Rolled Erosion Control Product,
Temporary, St'd. EC-2 Type 1
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
21312020
2:29:37 PM
dII350705.dgn
Plotted By, michoel.mltchell
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PROJECT MANAGER -VA T _W=46AlL_&J4)_8729501 _ �Z REVISED STATE
#7509 `�� STATE ROUTE PROJECT
SURVEYED BY, DATE d&BS_URJLEY_&_M_APP1N�.11C.1JZ/2312Q1g_______ Curve LAII�IBS_LN7
DESIGN SUPERVISED BY_XY1_TfHELL_PE,_____________________ Rim = 576.40' PI = 318-06.77 \x LOAVES & FISHES
DESIGNED BYICLMLErNQf2 L-& A=fO LEZLNC------------------ Inv, In = 572,35' (6" PVC from Approximate Direction) 0
SUBSURFACE UTILITY BY, DATE ACQLI�IABK�Z�JLl20f9----____--___ Inv, In = 568.70' (24" RCP from Approximate Direction) DELI = 19 /7 14.00 ,`�L FOOD PANTRY INC EN/8-002-975
Inv, Out = 568.52' (24" RCP to *10437) Curve LOBS_LN6 D = 15' - 9' l5" F 0 3°26 ACRES VA. 9885
Curve LAtiIBS_LIVS PI = 3/6�73.75 T = 64.25' ��OF,� �Q (PER ALBEMARLE GIS DATA) C-50/
10104 /8 RCP s -A
PI = 315,35.19 Inv.ln= 557.17 DELTA = 7°44" 36.68" (RT) _ 127.27'\� � o� DESIGN FEATURES RELATING TO CONSTRUCTION
DELTA = I2 48 46.79 (LT) Inv. 554.93 D = 5° 37' 18" = 578.09' qJF� \ '��` I
-qp :� �F`� OR TO REGULATION AND CONTROL OF TRAFFIC
D = 9' l0' 02° #IoloS 15°RCP T = 68.98' P C = 3/7*4�2.52 �� �`� G,'��c.�SJ, I MAY BE SUBJECT TO CHANGE AS DEEMED
T = 70.18' Inv. In= 557.19 L = 137.74' PT = 318.69.79 's 'S' •-p_ I
L = 139.7T lnv,Out= 554.91_ SI SFM Oq�'Y��ly _---------
R JNECESSARY BY THE DEPARTMENT
1,019.18 qJ ��
R = 625.00' PRC = 3/6+04 78 - ads `� Kimley-Horn & Associates, Inc. Kimley-Horn & Associates
PRC = 314.65.01 10270 Storm Manhole - Woods �� � \ ° �° F fl g g •�
Rim 572.44 PRC 317 42.52 I Richmond, Virginia Richmond, Virginia
\off Q °'� \ HYDRAULIC ENGINEER ROADWAY ENGINEER
PRC = 316.04.78 Inv. In = 567.821(21" RCP From Approximate Direction) 12" Pop r PQ°�� G�� •W
Inv, In = 564.39 (24 RCP From #10437) k „ Popla
Inv. Out 564,24' (24" RCP To Concrete 'V' Ditch) Oa 12 r
le 18 POP
I �o
10437 Storm Manhole IS Map 4, OMP ; �\ `�'0\s
BASE B/D ONLY INSET Rim = 573.80' Poplar 2 _ 551e99
Ln W = I I n Inv
N W (SEE SHEET 5D) Inv. In 565.3/ (24 RCP from 7509) coSign
lnv.0ut = 565.08' (24" RCP to #10270) I enance w
a, \ , R' p \ , ` Curve LAti1BS_RDl
cZ I "� Face tY CP#g 6e2244 \Rep �'\� C) W`� PI = 203.76.78
M? O I �? 0,91548655 0009 s`� `N �o x �' _ „ (LT)
Q W J ( COUNTY OF ALBEMARLE co N d e E=11,482 g I �o ,School ' DELTA 7' 55 /8°98
I�I \ ►� �' g =567 946 24 Poplar : 552°$�,� Sign �� Fj� '� _ •
�o SCHOOL BOARD AL �. ►� ow -� E 1 n,t I S 9 pax • �. D 3 00 ,56
v2I6°69 ACRES o \ • r;28, Poplar cA / ��� 0� �� �� T = /3/.56
v `I (PER ALBEMARLE GIS DATA) ��.�� 19" Oak ������ oo� Q 0�� ,��� L = 262.70'
J
&-COnc` /K1 `��h�, E o� \D' h0 R = 1,900.00'
ROUTE 9885 Q \ \,7 r � S i q n �- • �1 �� 0 PC = 202+45.22
- - _ (LAMBS LANE) Q , -' •�o \ '� 2 ° G School - N 87 O '�PT = 205+07.92
V ,�, Edge of Pavemen _ST R. \ _ a) 7 5Q0 - _ _ Q
_ -�\- - - -of Pavement
Q- � i" � � � i" i" i" i" i" i" i" i" i" i" i" i�� ; i i" i" i" i" i i""i" i � ' �� Edge _
'\
" i " i i i i i i - - - - - - - - - " - - " - _ b \ CONNECT CHURCH
/Vo - Ati1BS_LN5 �' �' i " _ - / I 553 og l sF 4.98 ACRES
DO NOT PO �krng _ ,p �� ° ° ° ° ° ° ° o o ° ° o ° ° - - - - - _ _ LAMes `�N CO Edge of _ Pav_ement Inv �I 1 I I �' \ (PER ALBEMARLE GIS DATA)
DISTURB �g --____ - _ _ ��, _ Usk ,J m No - - - 0 �I�I I�I� 10104
-------- /fix e h Sking'
_ FD - -_ E� -°f.Po emit_ `�,3' • °h g F�� - 62.5 62 - \\
_ ° ° n
--- - - v ° ° ° z 5 5
,e
5
4
. • ° S -\ fn Q Q _ ° ° ° Bu - 56/ 60 559
° ° ° tiq,Q ` Blocks o - ° 5 �� o
c
Ily
DO NOT
° • ° ° ° T ljs. � '� KN�- 5 i 9 n/ ° Sig • ° -1 Sign 5' A/P B DISTURB S�
sfu
--------____-_- ,� ° 1477 _ 6
ash'' - ° , °9' 9 ° I n Out
O W UP_ ' ' _ _ , <� Fp ° ' ° ° ��pass' V. C 0 o k �� Concrete W all �'
-) � (�� ° ° U _ ° - ign - 7 0 - _ _ DO NOT v
SHEET NO.
5
° Do Noy` - __-- 6" Oar=�___--------- �I DISTURB
° °
O 2' GRADED o ° ° ° ° ° ° ° ° ° o ° ' DiS"B X _ \
SHOULDER ° • _
° ° ° °
°
°
TREES TO BE
LIJDO NOT ) ` r! s REMOVED DO NOT \
W DISTU B �. �� a DISTURB _; RC T I E DO NOT �, �` 'A O •�
�� `\ ° ° .�, •�, 2 I t DISTURB o a q�-yso O
-J �w Q GATES TO BE a A0 10 37
Curve SUP-6 �, \\ A3
PI = 1a6+16°a2 \ �� 2 REMOVED AND RESET
Z LQ r" TREE TO BE
o kTI\S�T.FENCEDELTA = 7/° l4'0446" (RT) �CBE REMOVED
° REMOVED
D= 17° 37' 46" `vIlIl f
,
_56
lo
v' CD
T = 232.83 _ � sr�D• FL�CtSL REQ. T \ \ O1
COUNTY OF ALBEMARLE L = 404°07 POT 3/6 54.71 LAMBS LANE CONSTR. �3 33.45 RT.
SCHOOL BOARD AL =
R 325.00 PT 109.08.84 SUP CONSTR.
2I6°69 ACRES 08l9
(PER ALBEMARLE GIS DATA) PRC 1=07+87.26
g\�
sphaDO NOT
o `
\
DISTURB
---
Curve SUP-7 ��
C�� 0Ut
urve SUP-8 , : �,� \ n . ut
PI = 108+39°56 PI = 108.92.67 END PROD. EN/8-002-975, C-5 I o BEGIN' PROD. E /8-002-97 - ��� , 5 e out
DELTA = 82° 09' 42.66" (LT) .
C 503
_ • DELTA = 56° 34' 40.64" (RT) BASE BID `, #' � , �`, ���� �.. Er K 1564. 2 \
D 95 29 35 _ DD/T lV E„ BID /T EM 2
T _= 52.3/ T = 19.38
L _86.04, L = 35°55', ��� ��� 7509 o
PRC107.8726
� °S
R 60.00 R - 36 00 00
= °
PRC=108.73.3a . _ _ ��.. °5� ���-o No;f
-... I Do
C=108.73°30 = o� �o II - - _ - �� Sic
PT 109+08.84 o ll ; �p�r I I
-- �.o '°°,;°'° III .•o....
LEGEND ST'D. CG-l2, TYPE A REO'D• A EXIST. PIPE TO BE ABANDONED o I I P o5� I n in
REFERENCES --=--=---------------- Q .__- %11,;,5, G& efi4� 56 • 2�
(PROFILES, DETAIL & DRAINAGE ° ' ' ' A
ST D. CG l2, TYPE B REQ D• A/5EXIST. PIPE TO BE REMOVED
51
DESCRIPTION SHEETS, ETC.) • • DENOTES PROPOSED PAVEMENT INSET L
3�ST'D•CG-2 REQ'D• \'------------ ----10473
DE OTES DEMOLITION OF PAVEMENT - �- - - " ,
LBE ARLE----------
Survey Alignment Data Sheet lC N - - HIGH SCHOOL
° ° 4 ST D• RADIAL CG-2 READ. � __ ���
Construction Alignment --------
Data _ c 3 8
ID(I)-02) DENOTES tillLL & OVERLAY PAVEMENT 55 ST'D.CG-6 REQ'D. �'�
Sheet � � � � �
2D(3)-2D(4) (PROD. EN18-002-975, C 504) FINAL PLANS
BMP B Details !ADDITIVE BID ITEM *31 A ST'D. RADIAL CG-6 REQ'D. - - -
Edge of Building � �
Shored Use Path Profile 4A � FULL DEPTH sAWcuT THESE PLANS A S ARE UNFINISHED
• ° 4_ ..a a. DENOTES PROPOSED CONCRETE ITEMS N
Erosion and Sediment
Control (Single Phase) 5A AqHYDR.CE4iENT CONC. SIDEW ALK REQ'D. AND UNAPPROVED AND ARE N O T
Entrance Profile 5B L�= _ _ _ _ _ DENOTES CONSTRUCTION LIMITS IN CUTS T 0 S E USED F 0 R ANY TYPE
AloADJUST EXISTING UTILITY TO GRADE
Parking Lot Sidewalk OF CONSTRUCTION.
Cross Sections 5C EF-_ - _ DENOTES CONSTRUCTION LIMITS IN FILLS A//EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
Base Bid Only Inset 5D Al2EXIST.UTILITY TO BE REMOVED SCALE PROJECT SHEET NO. Pavement Nlorking, Marker 7(5)kEXIST.PIPEEN/8-002-975 5
& Signing Plans TO BE CLEANED OUT 0 A' 50'
21112020
4:55:34 PM
d11350705A.dgn
Plotted Byr michael.mitchell
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REVISED STATE
PROJECT MANAGER �Z yLERIMgIJ<, L4.34J�72 SQL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- STATE
SURVEYED BY, DATE&&B_S1J8LEY_&_YAPPLI�G,LLQ,_0Z/23Z2Q1g------- #7509 �' ��� ROUTE PROJECT
DESIGN SUPERVISED BY_ALMLTf1�ELL_PE.--------------------- Rim = 576.40' '�x LOAVES & FISHES
DESIGNED BY XIMLEYLIQl3AL AS�OLLAZES,INC------------------ Inv. In = 572.35' (6" PVC from Approximate Direction) O
Inv. In = 568.70' (24" RCP from Approximate Direction) `� FOOD PANTRY INC EN/8-002-975
SUBSURFACE UTILITY BY, DATE AQCLLY—AB&-OZ,JLV2Q1-9------------_ Inv. Out = 568.52' (24" RCP to *10437) �F�� O� _3.26 ACRES VA. 9885
(PER ALBEMARLE GIS DATA) C-501
10104 /8 RCP
Inv. ln= 557.17
lnv°Out= 554.93 qJF� c'�+�......-_� DESIGN FEATURES RELATING TO CONSTRUCTION
-qp \ OR TO REGULATION AND CONTROL OF TRAFFIC
410105 15" RCP �F` \a C��5], MAY BE SUBJECT TO CHANGE AS DEEMED
Inv. ln= 557.19 `r ��— I
I nv.I n= 57.1 9/ SI SF,yt 10 lt- NECESSARY BY THE DEPARTMENT
410270 Storm Manhole W od s Kimley-Horn & Associates, Inc. Kimley-Horn & Associates
\ cry
Rim = 572°44' � � \0� � � � � Richmond, Virginia Richmond, Virginia
Qo�^ •
I?,,pop HYDRAULIC ENGINEER ROADWAY ENGINEER
r
Inv. In = 567.82' (21" RCP From Approximate Direction) la \ P�� O�J`,C�•
Inv. In = 564.39' (24" RCP From *10437) \ O
Inv. Out = 564.24' (24" RCP To Concrete 'V' Ditch) Oak I Z' ° \ Wl
r �
g op 6, G �,
1 #10437 Storm Manhole / 18" Maple 24" MP.99 , \ S� O
Rim - 573.80' I I POPIar i Inv.\\ \\ O J
Inv. In 565.31' (24" RCP from *7509) CO ° ° S g ce R1
lnv. Out = 565.08' (24" RCP to #10270) �I oa
� ci , n° P
COUNTY OF ALBEMARLE �d e 6 jar Sc 9 2Gj o�. V
SCHOOL BOARD AL �: ' ° =5 7° 4 ° In
-- 2/6.69 ACRES o 8° oPl
ER ALBEMARLE GIS DATA)
\
565 V \ \8. Con \� 1 E o�\
x0
W Q \\,o� r` n` i k
LLJ--------- Co1�l�TR. ------ _
\ Q
\�� h
dge of Pavement
— — Edge of veme
Q Q _2 ' `
-------------
4 1
7 5 , - - - - - - - - - - - �0� �` CO E e of e ent 5 � Rco-2 I n-
L O ----- �x — t e' S` in
\ 9
FO
N P°s .5 562
Ex °f P Vemat 562
•J' Rc EC 2. rr. i
se u e S6S 561 560 55�8
Q Q Rc _ NST U,S'KeSig , S 9 9n o
- _ Gate Tres ° ; CInv.
11 t
` a k oncret
Z lgn — — — —
` x
Z DD
1043
NI I \
II \ \!! II f
CO NTY OF ALBEMARLE POT 3h6}54.71 LAMBS LANE CONSTR. 3 . ' RT =
CHOOL BOARD AL \\\N
\.
2/6069 ACRES \\ P 8 84 ,: SUP CONSTR
(P ALBEMARLE GIS DATA) \�
\ Asphalt
h i - --- .
o \\ \ ! 575
---- . !
END PROJ. EN/8-002-975, C-5 t, PROS. 18-002-975, C-503 !!
BASE BID ADDIT EVE:\ B/D /TENT #2 \!
\
\ \! 7 509
\ \ d?
EROSIONI E TCONTROL�°
REFERENCES & SEDM N LEGEND �o �Q)
(PROFILES DETAIL & DRAINAGE X O porary Silt Fence, St'd EC-5 Type A or B ------ QO
TSF-A Denotes Tem ���-
-- -
DESCRIPT ION SHEETS, ETC.) 2.5 C&G \
Q RCD-1 Denotes Rock Check Dam, Type I; St'd EC-4 ---------------------
Survey Alignment Data Sheet lC RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4
Construction Alignment /D(l)-lD(2) - - - - - - - - - - - - _ _ _ _
Data Sheet IPA Denotes Inlet Protection, Type A; St'd EC-6 '� X jL
Denotes Inlet Protection, T e B� St'd EC-6 � \
Shared Use Path Profile 4A 0 y p �-
Shared Use Path and ciP Denotes Culvert Inlet Protection, Type C; St'd EC-6
Sidewalk Plan 5
Entrance Profile 58
Parking Lot Sidewalk 5C
Cross Sections
Base Bid Only Inset 5D
Pavement Marking, Marker 7(5)
& Signing Plans
Denotes Temporary Sediment Trap; St'd EC-7
Denotes Temporary Sediment Basin
Limits of Disturbance
Denotes Temporary Diversion Dike, St'd EC-9
Denotes Rolled Erosion Control Product,
Temporary, St'd. EC-2 Type 1
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
Edge of Building '1___1'
IV
CONNECT CHURCH
4.98 ACRES
(PER ALBEMARLE GIS DATA)
5 1r \
In
E
II 1
X,
I
I
Conc_Side V -
�
Concrete
SCALE PROJECT
MR EN/8-002-975
0 A' 50'
SHEET NO.
5A
SHEET NO.
5A
21312020
2:09:24 PM
d11350705D.dgn
Plotted By, michoel.mltchell
PROJECT MANAGER -VA T-W=46AlL-&J4)-8Z295Q1_
SURVEYED BY, DATE.LRIBSURLILY_&_M_APELN-G.L1C.-OZ/2312Q1-9______
DESIGN SUPERVISED BY-XY1-TfHE11-PE,
DESIGNED BYICLMLEr--�lQ1311L-& A=fO AZEZLNC__________________
SUBSURFACE UTILITY BY, DATE
Curve BBA_l
PI = 0.63.21
DELTA = 45. 42' 06.02" (RT )
D = 38• Il' 500
T = 63.21'
L = 119.65'
R = 150.00'
PC = 0.00.00
PRC=1.19.65
/FCFNn
Curve BBA_2
PI = 1.69.02
DELTA = 36. 26' 19.23" QT )
D = 38• ll' 50•
T = 49.3T
L = 95.40'
R = 150.00'
PRC=1.19.65
PT = 2.15.04
BASE BID ONLY INSET
1.00:.:.:.]
DENOTES PROPOSED PAVEMENT
��] DENOTES DEMOLITION OF PAVEMENT
�.� DENOTES MILL & OVERLAY PAVEMENT
(PROJ. EN18-002-975, C-504)
!ADDITIVE BID ITEM *31
DENOTES PROPOSED CONCRETE ITEMS
L`- _ _ _ _ DENOTES CONSTRUCTION L/NITS IN CUTS
DENOTES CONSTRUCTION LIMITS IN FILLS
N
N
N
Curve BBA_3
PI = 3.08.22
DELTA = 83. 46' 18.54" (RT )
D = 572.57' 28"
T = 8.97'
L = 14.62'
R = /0.00'
PC = 2.99.25
PT = 3.13.87
Ln
0
AIST'D. CG-12, TYPE A REO'D. A EXIST. PIPE TO BE ABANDONED
SAT'D. CG-l2, TYPE B REO'D. AEXIST. PIPE TO BE REMOVED 22
A3ST'D. CG-2 REO'D.
A ST'D. RADIAL CG-2 REO'D.
5 ST'D. CG-6 REO'D.
ST'D. RADIAL CG-6 REO'D. 66.
A FULL DEPTH SAWCUT
AqHYDR.CE4iENT CONC. SIDEW ALK REO'D.
AloADJUST EXISTING UTILITY TO GRADE
ll EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
Al2EXIST. UTILITY TO BE RE40VED
kEXIST.PIPE TO BE CLEANED OUT
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
580----------------------------------------------------------------------------------------------------------------------------------------------------
PROP.GRADE
565..................:.................-----------------
............................... .----- -----
EXIST. GROUND
580 �' S' �"
;...... ;... - ;.... - rn
Ln
PROP. GRADE Ln L L(^� � �' _ `_
W _
Ln Ln 2%- -' n � Z�
��
575 .................. ........... :.................
-' PROP.
LO
ASPHALT
SIDEWALK
570 ---
B2 1-1921
585------------------------------------ ----
4.7'
PROP, GRADE
580 �'
---------''''--
• M�y� ------------------
`•lJ �
L0 27
v! v!!
7 At\
v l -
L�- ----- PROP.
ASPHALT
575 S�DEW ALX - - -
EXIST: GROUND
570------------------------------------- ------
B,�`B,�51
NOTES:
I) THE DESIGN SHOWN ON THIS SHEET SHALL BE CONSTRUCTED ONLY
IF ADDITIVE BID ITEM *2 IS NOT CONSTRUCTED.
2) ALL PROPOSED /VPROVEVENT S DEPICTED IN THIS PLAN SET THAT
ARE LOCATED EAST OF STATION 106.00 AND NOT SHOWN ON THIS
SHEET ARE EXCLUDED FROV THE BASE BID.
SCALE
0 5' 10'
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
2/1/2020
4:35:41 PM
d11350706(l).dgn
Plotted By, michoel.mltchell
O
N
O
N
N
PROJECT MANAGER -VA T-W=46AlL-&J4)-8Z29501_
SURVEYED BY, DATE.LRIBSURLILY_&_M_APELN-G.L1C.-OZ/2312Q1-9______
DESIGN SUPERVISED BY-XY1-TfHE11-PE,
DESIGNED BYICLMLEr--�lQ1311L-& A=fO AZEZLNC__________________
SUBSURFACE UTILITY BY, DATE
SHEET 3
3-1
l STD. DI-7 REQ. GRATE A TYPE /// REQ.
H=6.8', INV = 55/.20% RW = 557.96'
3-1 TO 3-2
EQ. (2' COVER)
9,E5'� RESISTAN�EJOINT
TYPE
INWIN)
= 554.25% INV(OUT) = 553.95"
3-2
/ STD. DI-7 REQ. GRATE A TYPE /// REQ.
H=4.0', 1W = 553.95'. RN = 558.00'
3-2 TO 3-3
9' A�R�STT JNTYPQ. (24' COVER)
ES
RESISTANT
lI
1N) = 553.95. INV(OUT) = 553.90'
3-3
0�RA OVER RO.
I S D. H 1E & EQ.
INV = 553.90% R/til = 559.58'
SEE DETAILS ON SHEET 6(3)
3-3 TO 3-4
/5TlGff /// REQ. (4' COVER)
OTCJPINE CLASS
S ' YPE
INWIN) = 553.90'. INV(OUT) = 553.80'
3-4
5J LF TD. yH- R MH-2 REQ.
l STD. MH-1 FRA E & COVER REQ.
ONNECT T ST.
0' EX 55RCP'
DADESCRIPT1MNA
SHEET 4
4 / INV �. 553 �5 �A REQ.
4-1 TO 4-2 33' -18- CONC. PIPE CLASS /// REQ. fl' COVER)
SILT TIGHT JOINT TYPE
INWIN) = 553.95', INWOUT) = 552.60'
4-2 / STD. DI-5 REQ. TYPE l GRATE REQ.
STD. PG - A TYPE E COV�R
H=3.5', INV = 552.50% Rl = 556.00'
STD. IS-1 REO.
4-2 TO 4-3 76' -30" X l9" ELL. CONC. PIPE CLASS /// REQ. (3' COVER)
SILT TIGHT JOT TYPE
INV(IN) = 552.50'. INV(OUT) = 55120'
4-3
I STD. DI-5 REQ. TYPE /// GRATE REO.
STD. PG-�A TYPE E CODER
H=6.8', INV = 55/.20', RIM = 557.96'
STD. IS-1 REQ.
4-3 TO 4-4
29' -24' CONC. PIPE CLASS /// REQ. (5' COVER)
SILT HT JOINT TYPE
NVUN) =G55/JO'. INWOUT) = 550.70'
4-4
4.6 n MH-1 RA� 0 C & OVER REQ.
INV = 550.70', RIM = 556.00'
STD. IS-1 REQ.
4-4 TO 4-5
59' -24' CONC. PIPE CLASS /// REQ. (I' COVER)
SILT TIGHT JOINT TYPE
INV(IN) = 550.60'9 INV(OUT) = 549.80'
4-5
ISTDFMH-1 STD.
RA�II 0 & OVER REQ.
INV = 549.70% RIM = 554.00'
STO IS-1 I� REQ.
CO CT TO EXIST. 24" RCP
4-6 6.0' ST SW 4h REQ.
eorr ELEV = 147.00'
6" D)A TER ATER QUALITY ORIFICE REQ.. INV = 150.00'
6" DI ETER RlFICE REQ., lNV = l5/.50'
SEE SHEET 2D(I) FOR DETAILS
4-6 TO 4-5 /l' -24" CONC. PIPE CLASS /// REQ. fl' COVER)
LEAK RESISTANT JOINT TYPE
INNVA) = 550.00. INV(OUT) = 549.80,
SHEET 5
5-1 52' -4' SDR- 6 PVC REQ. (3' COVER)
(DOUBLE LINE - 26' EACH LINE)
Lf�AK REsIsrANr Jo/Nr rrPE
lIN) = 559.00', INV(OUT) = 558.75'
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
r
I
21112020
4:55:43 PM
d11350706(2).dgn
Plotted By: michoel.m/tchell
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PROJECT MANAGER JyATT-KERTYAk.L4_34)-8Z29.5Q1_______________
SURVEYED BY, DATE d&B-SLJBVEY_&_MAPELV-GLLQ,-OZ12322Q1g
DESIGN SUPERVISED BY-bLY1TQ&E11-PE°____________________-
DESIGNED BY-KLO—FY--�lQEIV--& A=fLATEZLAlf__________________
SUBSURFACE UTILITY BY, DATE AQCLlV-4BK°-0Z1-112Q14
57C
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555
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550
545
4-/ TO 4-3
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`n �v-------- ------------- 1.7/%----------------:ol
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55/./0
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3-1 TO 3-4
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--------------------------------------------------------- -------------------- ----------------------------
9:28 L.F.
30" Concrete Pipe Req'd.
0.54 X.
22.02 L.F.
------------------=------------------;----------------------15°ConcretE-Pipe
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q'd.
545 ....... /j-9 . / ..... .
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549.60
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DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Notes:
0 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 -location of Utilities or
proposed Utilities. The Contractor is also directed to any
Utility Plans that moy 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 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 IE.
6) Utility clearance dimensions shown assume the use of concrete
pipe and corresponding pipe thicknesses (Worst
case scenario).
PROPOSED GRADE
EXISTING GROUND
ti
W
HORIZ : rr 25'
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
-C
I
21112020
4:35:45 PM
d11350706(3).dgn
Plotted By, mlchoel.mltchell
N
N
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PROJECT MANAGER -VA T-W=46AlL-&J4)-8Z2-4501_
SURVEYED BY, DATE.LRIBSURLILY_&_M_APELN-G.L1C.-OZ/2312Q1-9______
DESIGN SUPERVISED BY-XY1-TfHE11-PE,
DESIGNED BY-KLMLEr--�lQ1311L-& A=fO AZEZLNC__________________
SUBSURFACE UTILITY BY, DATE _
STRUCTURE
18"W x3"H RECTANGULAR
nmchiht- TuOni a�Lu ibr-io ib Ai i
U YF//JL I/L// 1 YYMLL
l0 YR W SE
(ELEV = 555.84)
I YR W SE
(ELEV = 555.08)
30" CONC. PIPE
OWN) = 553.90
TOP VIE
SECT ION A -A
3-3
R14l = 559.58
TOP OF 8" WEIR
INV = 555.90
--------------------------------- s-
--------
N
6= D1 4ETER ORIFICE OPENING
THROUGH WEIR WALL
INV = 553.90
I8=W x3"H
RECTANGULAR
OPENING
THROUGH
WEIR WALL
INV = 555JO
l00 YR W SE
(ELEV = 556.21)
l5" CONC. PIPE
INV(OUT) = 553.90
STRUCTURE INV = 553.90
NOTES:
I. STRUCTURE TO FOLLOW VDOT STANDARD DETAILS UNLESS
OTHERWISE DIMENSIONED ON PLANS.
2. STRUCTURE SHALL HAVE STD. ST-I.
3. ALL WEIR WALLS TO BE 8" NU 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. SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN
SHALL BE SUB4TTED 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 DEPARTMENT
FINAL PLANS
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION.
r
I