HomeMy WebLinkAboutWPO202000009 Plat - Revision WPO VSMP 2020-04-2318 (typical); 12 (minimum)
DESIGN CRITERIA
60 (typical); 27 (minimum)
Varies
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--
--
2 (Maximum)
5
Varies
--
--
--
--
--
--
--
--
--
2 (6:1 Maximum slope)
5 (Adjacent slope steeper
than 2:1 w/ drop of 4'+)
1
EN18-002-975
EN18-002-975
1 SURVEYED BY, DATEDESIGN BYSUBSURFACE UTILITY BY, DATESTATE
FEDERAL AID STATE
PROJECT PROJECTROUTE
VA.
PROJECT SHEET NO.
SHEET
NO.
4/23/2020
FOR INDEX OF SHEETS SEE SHEET 1A
d11350701.dgn
Plotted By: Ryan.Bounds
8:05:32 AM
4/23/2020
1
PROJECT MANAGERTITLE OF POSITIONDATE
NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPED)
LOCALLY ADMINISTERED PROJECTS
TITLE OF POSITIONDATE
NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPED)
RECOMMENDED FOR APPROVAL FOR CONSTRUCTION
RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION
NAME OF LOCALITY
(SIGNATURE)
(SIGNATURE)
10 typ.
8 (Due to Certain Constraints);
(mph)
Design Speed
(%)
Maximum Grade
(H:V)
Ditch Front Slope
PARAMETER
DESIGN
Radius (ft)
Min. Horizontal
Distance (ft)
Stopping Sight
Width (ft)
Min. Pavement
Roadway (ft)
Separation from
Width (ft)
Sidewalk Buffer Strip
Width (ft)
Minimum Sidewalk
Slope (ft)
Separation from
Minimum Sidewalk
(ft)
Shoulder Width
Min. Total
9885
ALBEMARLE COUNTYMATT WERTMAN, (434) 872-4501H&B SURVEY & MAPPING, LLC. 07/23/2019KIMLEY-HORN & ASSOCIATES, INC.M. MITCHELL, P.E.ACCUMARK, 07/11/2019(LAMBS LANE)
ROUTE 9885
(%)
Cross Slope
FOR SECTION NUMBERS)
(SEE TABULATION BELOW
FHWA 534
DATA 37028
(L
A
MBS
R
O
A
D)
R
O
U
T
E 65730CONVENTIONAL SIGNS
STATE LINE
COUNTY LINE
CITY,TOWN OR VILLAGE
RIGHT OF WAY LINE
FENCE LINE
UNFENCED PROPERTY LINE
FENCED PROPERTY LINE
WATER LINE
SANITARY SEWER LINE
GAS LINE
ELECTRIC UNDERGROUND CABLE
TRAVELED WAY
GUARD RAIL
RETAINING WALL
RAILROADS
BASE OR SURVEY LINE
LEVEE OR EMBANKMENT
BRIDGES
CULVERTS
DROP INLET
POWER POLES
TELEPHONE OR TELEGRAPH POLES
TELEPHONE OR TELEGRAPH LINES
HEDGE
TREES
HEAVY WOODS
GROUND ELEVATION
GRADE ELEVATION
DATUM LINE
DATUM LINE 173175T/Tg
E
6" W
8" S
4" G
PL
PL
30+505
3
4
(AASHTO)
SHARED USE PATH
(AASHTO)
SIDEWALK
ROADWAY ENGINEER
Richmond, Virginia
Kimley-Horn & Associates
GEOPAK Computer Identification No. (UPC 113507)
DESIGN PACKAGE (GEOPAK).
THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING
0 150'300'
SCALE
PROJ. EN18-002-975, C-501
205315
200305310
L
POT 319+59.74 LAMBS LANE CONTR. B
POT 205+54.49 LAMBS ROAD CONSTR. B
DESCRIPTION REFERENCE
L
(
H
Y
D
R
A
ULIC
R
D)
T
O
R
O
UT
E 743
PROJ. EN18-002-975, PE-101
STA: 202+82.07
TO: 0.05 MI. E. OF INT. OF ROUTE 657 (LAMBS RD)
FROM: 0.36 MI. W. OF INT. OF ROUTE 657 (LAMBS RD)
ROUTE 9885 (LAMBS LANE)
ALBEMARLE COUNTY
STATE HIGHWAY
PLAN AND PROFILE OF PROPOSED
ALBEMARLE COUNTY FACILITIES AND ENVIRONMENTAL SERVICES
5
N/A
4
STATE
PROJECT
NO.
SECTION
LENGTH INCLUDING
FEDERAL AID
PROJECT NO.
FEET FEETMILES MILES
LENGTH EXCLUDING
TYPE
PROJECT
DESCRIPTIONBRIDGE(S)BRIDGE(S)TYPE
CODE
UPC
NO.
ALBEMARLE COUNTY POPULATION 99,014 (2010 CENSUS)EN18-002-975C-501 1000 113507 0.23 CONSTRUCTION1239.18 0.231239.18
113507PENGPE-101 2186.48 2186.48 0.41 PRELIM. ENG
Fr: 0.29 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
To: 0.06 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
To: 0.05 MI. E. OF INT. OF RTE. 657 (LAMBS ROAD)
Fr: 0.36 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
C-502 1000 113507 0.07 0.07 CONSTRUCTION Fr: 0.36 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
To: 0.29 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
381.40 381.40
PROJ. EN18-002-975, C-502
(PHASE 1)
HIGH SCHOOL
ALBEMARLE
MIDDLE SCHOOL
JACK JOUETT
ELEMENTARY SCHOOL
MARY CARR GREER
Copyright 2019 , Albemarle County, VA
NOTE: PROJECT LENGTH BASED ON ROUTE 9885 AND ROUTE 657 CONSTRUCTION BASELINES
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
0.41 STA: 316+66.26P
R
OJ. E
N18-002-975, C-503
C-503 1000 113507 0.11 CONSTRUCTION Fr: 0.06 MI. W. OF INT. OF RTE. 657 (LAMBS ROAD)
To: 0.05 MI. E. OF INT. OF RTE. 657 (LAMBS ROAD)
565.90 565.90 0.11
PS&E PLANS
4/23/2020
IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.
ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,
SIGNATURES, IS FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY.
THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL
AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY.
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
DATED, SEPTEMBER 2019 AND AS AMENDED BY CONTRACT PROVISIONS AND
RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE GENERAL NOTES.
WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION
ASSEMBLY AS AWARDED, INCLUDING ALL SUBSEQUENT REVISIONS,
THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN
THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL REVISION 2,
AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO
DEPARTMENT'S 2016 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD
(P
H
ASE 3)*
(PHASE 2)*
*INDICATES ITEMS NOT IN CONTRACT
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIR
GI
NIAPROFE
S
SI
ONAL ENGINEERALBEMARLE COUNTY VSMP APPLICATION #: WPO202000009
D
DD
D
D
?
D
D
D
D
300
305310315STA: 300+45.68
STA: 304+27.08
STA: 304+27.08
STA: 300+45.68
0
SCALE
SHEET NO.DESCRIPTION STATIONS
Permitted Use Number BJE0713
Copyright KAPPA Map Group
1A
1A
PROJ. EN18-002-975
ALBEMARLE COUNTY
INDEX OF SHEETSLOCATION MAP
3000'6000'
CROSS SECTIONS
LAMBS LANE STA. 314+25 TO STA. 319+59.74
LAMBS ROAD STA. 202+33.97 TO STA. 207+13.15
SHARED USE PATH STA. 106+50 TO STA. 109+08.84
LAMBS LANE STA. 314+25 TO STA. 319+59.74
LAMBS ROAD STA. 202+33.97 TO STA. 207+13.15
SHARED USE PATH STA. 106+50 TO STA. 109+08.84
LAMBS LANE STA. 306+75 TO STA. 314+25
SHARED USE PATH STA. 99+97.62 TO STA. 106+50
SHARED USE PATH STA. 99+97.62 TO STA. 109+08.84
LAMBS LANE STA. 306+75 TO STA. 314+25
SHARED USE PATH STA. 99+97.62 TO STA. 106+50
LAMBS LANE STA. 300+00 TO STA. 306+75
LAMBS LANE STA. 300+00 TO STA. 306+75
(SEE CROSS SECTION SHEET 1 FOR INDEX OF SHEETS)
TOTAL CROSS SECTION SHEETS: 28
8(1)
7(1) THRU 7(5)
6(3)
6(2)
6(1)
5D
5C
5B
5A
5
4C
4B
4A
4
3B
3A
3
2F
2E
2D(1) THRU 2D(4)
2C(1) THRU 2C(3)
2A THRU 2B
2(1) THRU 2(2)
1G
1F(1) THRU 1F(2)
1E
1D(1) THRU 1D(2)
1C
1B
1A
1
LANDSCAPE SPECIFICATIONS
PAVEMENT MARKING, MARKER & SIGNING PLANS
STORM SEWER DETAILS
STORM SEWER PROFILES
DRAINAGE DESCRIPTIONS
BASE BID ONLY INSET
PARKING LOT SIDEWALK CROSS SECTIONS
ENTRANCE PROFILE
EROSION AND SEDIMENT CONTROL PLAN (SINGLE PHASE)
SHARED USE PATH AND SIDEWALK PLAN
ENTRANCE PROFILE
EROSION AND SEDIMENT CONTROL PLAN (SINGLE PHASE)
SHARED USE PATH PROFILE
SHARED USE PATH AND SIDEWALK PLAN
ENTRANCE PROFILE
EROSION AND SEDIMENT CONTROL PLAN (SINGLE PHASE)
SIDEWALK PLAN
ROADSIDE DEVELOPMENT SUMMARY
RADIAL OFFSET DATA AND CURB RAMP DETAILS
BMP DETAILS
EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS
TYPICAL SECTIONS
GENERAL NOTES
TRAFFIC MANAGEMENT PLAN AND SEQUENCE OF CONSTRUCTION
WATER QUALITY AND QUANTITY DATA SHEET
UNDERGROUND UTILITIES TEST HOLE INFORMATION SHEET
CONSTRUCTION ALIGNMENT DATA SHEET
SURVEY ALIGNMENT DATA SHEET
REVISION DATA SHEET
LOCATION MAP / INDEX OF SHEETS
TITLE SHEET
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/17/2020
d11350701A.dgn
Plotted By: Ryan.Bounds7:23:01 AM
4/17/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
DATA SHEET
WATER QUALITY AND QUANTITY 1F(1)
1F(1)
WATER QUANTITY SUMMARY
CRITERIA AND FLOOD PROTECTION CRITERIA.
VSMP REGULATION 9VAC25-870-62 (et seq.). EACH OUTFALL IS DESIGNED TO MEET CHANNEL PROTECTION
THIS PROJECT IS DESIGNED ACCORDING TO PART IIB TECHNICAL CRITERIA FOR WATER QUANTITY AS STATED IN
ENERGY BALANCE SUMMARY [OUTFALLS A, B, & C)
NUTRIENT OFFSET CREDITS.
BE SATISFIED VIA A PURCHASE OF
OVERALL. THIS REQUIREMENT IS TO
PHOSPHOROUS LOAD BY 0.76 LB/YR
REQUIRED TO REDUCE THE TOTAL
THIS PROJECT IS
WATER QUALITY SUMMARY
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
DETENTION SUMMARY
BYPASS TO OUTFALL.
AT BMP ONLY AND EXCLUDE UNDETAINED
NOTE: ALL CALCULATIONS REFLECT ANALYSIS
OUTFALL POINT [SEE SHEET 1F(2)].
"A-SITE" BOUNDARIES ONLY TO EACH
CONTRIBUTING DRAINAGE AREA FROM
NOTE: ALL CALCULATIONS REFLECT
WATER QUANTITY ADDITIONAL REFERENCES
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/23/2020
d11350701F(1).dgn
Plotted By: Ryan.Bounds7:59:00 AM
4/23/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
D
DD
D
D
D
D
D
D
8" CPP555555
555 560560560560560565
5655655705705705704.98%5.33%6.03%7.27%-3.86%-0.07%-2.94%
-2.41%
-2.14%-2.78%3.86%-0.12%550
551552
553555554
555.5
559
560
562561
562.5
568
567 566 565564
5
6
3
16.14'
9
.58'
108.50'
42
.26'
OUTFALL A
OUTFALL B
OUTFALL E
OUTFALL C
OUTFALL F
OUTFALL D
(OUTFALL E)This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350701F(2).dgn
Plotted By: Ryan.Bounds11:38:37 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
DATA SHEET
WATER QUALITY AND QUANTITY
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
0 100'200'
SCALE
1F(2)
1F(2)
POST-DEVELOPMENT "A-SITE" IMPERVIOUS LAND COVER
POST-DEVELOPMENT OVERALL DRAINAGE AREAS
PROJECT AREA ("A-SITE")
LEGEND
528
512572
544
556 5444
9
2
564
548
5485765
6
8
588
1% ANALYSIS POINT WATERSHED [FOR OUTFALL E]
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
E&S CONTROL NARRATIVE & DETAIL SHEET
Any variance to the above listed minimum standards must be requested and approved in writing.
Details/Calcs.”sheet.
Handbook. Also, refer to the sediment basin/trap design tables and the adequate outfall table located on the “Erosion and Sediment Control Standard
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 **
Adequate outfall information **MS-19
measures must be permanently stabilized to prevent further erosion and sedimentation.
needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary
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 MS-18
larger land-disturbing activities.
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
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
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 MS-17
Comply with all applicable safety regulations.f.
Re-stabilization shall be accomplished in accordance with these regulations.e.
Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization.d.
adversely affect flowing streams or off-site property.
Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged so that it does not c.
Excavated material shall be placed on the uphill side of trenches.b.
No more than 500 linear feet of trench may be opened at one time.a.
Underground utility lines shall be installed in accordance with the following standards in additions to other applicable criteria:MS-16
The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.MS-15
All applicable federal, state, and local regulations related to working in or crossing live watercourses must be met.MS-14
non-erodible material must be provided.
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 MS-13
armored by non-erodible cover materials.
the greatest extent during construction. Non-erodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used if
When work in a live watercourse is performed, precautions must be taken to minimize encroachment, control sediment transport, and stabilize the work area to MS-12
both the conveyance channel and receiving channel.
Before newly constructed storm water conveyance systems are made operational, adequate outlet protection and any required channel lining must be installed in MS-11
Inlet protection is required for all storm inlets that will be made operable during constructionMS-10
Whenever water seeps from a slope face, adequate drainage or other protection must be provided.MS-9
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-8
permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected.
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 MS-7
Sediment basin and trap design information. ** MS-6
Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately upon installation.MS-5
made functional before upslope land disturbance takes place.
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 MS-4
established until a ground cover is achieved that is uniform, mature enough to survive, and will inhibit erosion.
Permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered MS-3
applied to all on-site soil stockpiles and borrow areas and soil intentionally transported from the project site.
All soil stockpiles and borrow areas must be stabilized or protected with sediment trapping measures. Temporary protection and permanent stabilization shall be MS-2
stabilization.
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
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 MS-1
EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS
23.)
22.)
21.)
20.)
19.)
18.)
17.)
16.)
15.)
14.)
13.)
12.)
11.)
10.)
9.)
8.)
7.)
6.)
5.)
4.)
3.)
2.)
1.)
EROSION AND SEDIMENT CONTROL NARRATIVE
corresponding Drainage Narrative Report.
Pipe Capacity and Channel Adequacy calculations are included inCALCULATIONS:
temporary silt fence, temporary seeding, inlet protection, check-dams and permanent seeding.
Control plans have been included and depict erosion control construction sequencing,
Erosion and SedimentEROSION AND SEDIMENT CONTROL MEASURES:
2C(1)
2C(1)
CONTRACTOR SHALL HAVE AN ESCC CERTIFIED PERSON ON-SITE WHEN LAND DISTURBING ACTIVITIES ARE TAKING PLACE.
SWPPP AND DOCUMENT THE INSPECTION ON VDOT FORM C-107.
CONTRACTOR WILL BE REQUIRED TO COMPLETE ALL REQUIRED EROSION AND SEDIMENT CONTROL INSPECTIONS AS REQUIRED IN THE
PREVENTION PLAN (PPP) UP TO DATE AT ALL TIMES.
CONTRACTOR WILL BE REQUIRED TIO KEEP THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND POLLUTION
WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION,
IMMEDIATELY.
FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT
MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS
MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL
PERMANENT STABILIZATION SHALL BE AS ON SHEET 2F, ROADSIDE DEVELOPMENT SUMMARY.
TEMPORARY STABILIZATION SHALL BE AS ON SHEET 2F, ROADSIDE DEVELOPMENT SUMMARY.
UNIT, BUILDING OR OTHER PORTION OF PROPERTY.
FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT,
THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT
BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET
BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO
9:00 P.M.
BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 A.M. TO
ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
ROOTS, STUMPS, WOOD, RUBBISH,AND OTHER DEBRIS.
ALL EARTH MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF
ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
MADE IMMEDIATELY.
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL
DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
SEDIMENT CONTROL REGULATIONS.
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR
GENERAL CONSTRUCTION NOTES FOR E&S PLANS
Greer Elementary School, Jack Jouett Middle School and Albemarle County High School.
This project is located at the Albemarle County Public Schools complex housing Mary Carr SITE LOCATION:
Project construction will consist of pedestrian safety improvements along Lambs Lane.
PROJECT DESCRIPTION:
The project corridor consists of fine sandy loam and gravelly sand loam (Hydrologic Soil Group B)SOILS:
High School and Jack Jouett Middle School.
Critical areas for this project include the outfall located between the entrance to Albemarle CRITICAL AREAS:
Summary Sheet 2F.
immediately following finished grading. Seeding will be done per the Roadside Development
All disturbed areas will be stabilized with permanent seedingPERMANENT STABILIZATION:
measures is approximately 2.35 acres.
is approximately 2.11 acres. The disturbed area used for deploying necessary erosion and sediment control
The disturbed site area used for the development of the stormwater management design DISTURBED AREA:
roadside ditches. Site topography ranges from flat to moderate slopes.
The site contains an asphalt-paved 2-lane local road with graded shoulders and EXISTING SITE CONDITIONS:
Road)
This site is adjacent to public school facilities, with access to State Route 657 (Lambs ADJACENT AREAS:
permit issuance.
k.) The contractor shall have pipe barrels and riser structures on-site prior to any land disturbance
prevent erosion and sedimentation as determined by the Comunity Development Department.
j.) The contractor is responsible for installation of any additional erosion control measures necessary to
shall be made immediately.
rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device
i.) The contractor shall inspect all erosion control measures periodically and after each runoff producing
h.) Driveway material shall be replaced with same or better material.
g.) Access to properties shall be maintained at all times.
disturbing activities until stabilization is achieved.
f.) All disturbed areas are to drain to approved sediment control measures at all times during land
e.) No erosion control measure will be removed without approval of the Community Development Inspector.
d.) All erosion control measures will be installed as the first step in the clearing process.
pre-construction meeting to be held at the County office building.
c.) Community Development Inspector must be notified of the offsite borrow or spoil location at the
b.) The CRLD must be at the pre-construction meeting.
manager prior to the start of construction.
a.) Contractor shall provide 48 hours notice to the project
SEQUENCE/MAINTENANCE:
concrete items will be disposed of at a landfill.
There will be no offsite grading on this project. Excess soil, existing pavement, and existing OFF-SITE AREAS:
at Outfalls A - C.
Channel Protection and Flood Protection criteria at Outfalls A - F. BMPs are proposed to meet SWM criteria
This project complies with part IIB of the VSMP regulations. It meets STORMWATER RUNOFF CONSIDERATIONS:This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/23/2020
d11350702C(1).dgn
Plotted By: Ryan.Bounds8:07:39 AM
4/23/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
E&S CONTROL NARRATIVE & DETAIL SHEET 2C(2)
2C(2)This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350702C(2).dgn
Plotted By: Ryan.Bounds11:44:44 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350702C(3).dgn
Plotted By: Ryan.Bounds11:46:13 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
108.50'
0
SCALE
10'20'
TSB-1 DETAILS
2C(3)
2C(3)
BE UNPLUGGED.
ON THE TABLE SHALL BE PLUGGED AND ALL OTHER ORIFICES SHALL
BASIN IS CONVERTED TO A PERMANENT FACILITY, THE ORIFICE LISTED
THE BASIN IS CONVERTED TO A PERMANENT FACILITY. ONCE THE
ORIFICES NOT LISTED ON THE TABLE ABOVE SHALL BE PLUGGED UNTIL3)
SHEETS 2D(1) AND 2D(2).
TO THE FINAL DESIGN OF THE PERMANENT FACILITY AS SHOWN ON
RISER, BERM, AND OUTFALL PIPE ARE TO BE CONSTRUCTED ACCORDING2)
UPON STABILIZATION OF THE SITE.
TSB-1 IS TO BE CONVERTED TO A PERMANENT STORMWATER FACILITY 1)
NOTES:
ROUTE 9885 (LAMBS LANE)
T=26"
A= 469 SQ. FT.
CLASS 1 REQ'D.
RIP RAP
76 TONS DRY
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
550
555
555 555555
555 555560560565565 570Edge of Pavement
Inv. In= 549.95
Inv. Out= 545.80
Edge of Pavement
SignParking''No
Chain Link FenceRipRap2
4" RCP
Inv. Out = 561.13' @ Conc. Endwall
Inv. In = 567.04' from Approximate Direction
In PL. 24" RCP Co
n
c. 'V' Dit
c
h
HeadwallConc.309310101102F
4-1
4-2
4-3
4-4
4-5
24"24"
550
551552
553555554
555.5 30" x 19"18"
4-6 24"16.14'
RCD-2
EC-2, TY. 1
EC-2, TY. 1
DD
RCD-2
RCD-2
TSB-1
DO NOT DISTURB
IP-A
IP-A
RCD-2
RCD-2
SAF
10' SHARED USE PATH
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350702D(1).dgn
Plotted By: Ryan.Bounds11:47:05 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
108.50'
BMP A DETAILS
0
SCALE
10'20'
2D(1)
2D(1)
A'
A'
final topsoil.
finished volume prior to application of
submitted to the Engineer for approval of
3) Grading of BMP shall be surveyed and
professional prior to project closure.
signature and seal by a licensed
BMPs must be submitted with the
2) A BMP certification for each of the
and the outlet pipe profile.
1) See Sheet 2D(2) for BMP Section A'-A',
NOTES:
ROUTE 9885 (LAMBS LANE)
T=26"
A= 469 SQ. FT.
CLASS 1 REQ'D.
76 TONS DRY RIP RAP
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
550
550
555
555 555555
555 555560560565565 570Edge of Pavement
Inv. In= 549.95
Inv. Out= 545.80
Edge of Pavement
SignParking''No
Chain Link FenceRipRap2
4" RCP
Inv. Out = 561.13' @ Conc. Endwall
Inv. In = 567.04' from Approximate Direction
In PL. 24" RCP Co
n
c. 'V' Dit
c
h
HeadwallConc.309310101102BMP A
4-1
4-2
4-3
4-4
4-5
24"24"
550
551552
553555554
555.5 30" x 19"18"
4-6 24"16.14'
F
STA. 100+00 XS
10' SHARED USE PATH
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350702D(2).dgn
Plotted By: Ryan.Bounds11:47:48 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
BMP A DETAILS 2D(2)
2D(2)
0
SCALE
5'10'
545
550
555
560
565
0 10 20 30 40 50 60 70 80
100 YR. WSE (EL. 553.49)
10 YR. WSE (EL. 553.02)
1 YR. WSE (EL. 551.49)3:13:1
PROPOSED GRADE
1% MIN.SWM-14-610' TOP WIDTH
(ELEV = 555.50)
TOP OF EMBANKMENT
10' TOP WIDTH
(ELEV = 555.50)
TOP OF EMBANKMENT
(ELEV = 551.50)
6" DIAMETER ORIFICE
GROUND
EXISTING
(ELEV = 550.00)
6" DIAMETER ORIFICE
545
550
555
560
565
0 10 20 30
EXISTING GROUNDSWM-14-6MH-1 OR 24-5 GRADE
PROPOSED
CONCRETE CRADLE
1.8 %
24" CONCRETE PIPE REQ'D.
24 LF
INV = 549.80INV = 550.00
PIPE PROFILE 4-6 TO 4-5
BMP A - SECTION A' - A'
(ELEV = 546.33)
RISER STRUCTURE BASE
(ELEV = 553.00)
RISER STRUCTURE RIM
(ELEV = 546.33)
RISER STRUCTURE BASE
(ELEV = 553.00)
RISER STRUCTURE RIM
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350702D(3).dgn
Plotted By: Ryan.Bounds11:49:17 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
42
.2
6'
0
SCALE
10'20'B'
BMP B DETAILS
final topsoil.
finished volume prior to application of
submitted to the Engineer for approval of
3) Grading of BMP shall be surveyed and
professional prior to project closure.
signature and seal by a licensed
BMPs must be submitted with the
2) A BMP certification for each of the
Section C'-C', and the outlet pipe profile.
1) See Sheet 2D(4) for BMP Section B'-B',
NOTES:
2D(3)
2D(3)B'
C
'
C
'
T=26"
A= 308 SQ. FT.
CLASS 1 REQ'D.
50 TONS DRY RIP RAP
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
555
560
560560
560560
565
565570570575
5
75
DD
Edge of Pave
ment
Inv. In= 553.81
2
.
5'
C&
G
School Sign
Brick & Conc.
tnemevaP fo egdE
10437
10270
tnemevaP fo egdE
24" R
CP
15" RCP18" RCP10105
10104
Inv. Out = 559.63Conc. 'V' Ditch24" RCP
24" RCP21" RCP24" RCPDirectionApproximateecneF
kniL
n
ia
h
C
8" Oak
6" OakSignParking'
'
N
o
C
oncret
e W
al
l
Concrete Wall
Sign
'School' S
(ACS)(A
C
P)FS
8
" TC7510(b)4" TC
8
" TC318319205
206
BMP
B
559
560
562561
562.5
DUAL 4"
5
-1
568
567 566 565564
5
6
3
9
.58'
WIDTH = 6'
LENGTH = 13'
EMERGENCY SPILLWAY
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350702D(4).dgn
Plotted By: Ryan.Bounds11:50:21 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
2D(4)
2D(4)
BMP B DETAILS
550
555
560
565
570
0 10 20 30
GRADE
PROPOSED
3:1
3:14' TOP WIDTH
(ELEV = 562.50)
TOP OF EMBANKMENT
EXISTING GROUND
1%
DUAL 4" PVC PIPE REQ'D.
25 LFINV = 559.00 INV = 558.75
PIPE PROFILE 5-1
550
555
560
565
570
0 10 20 30
BMP B - SECTION C' - C'3:13:1
GROUND
EXISTING
(INV = 559.00)
DUAL 4" PVC PIPE
550
555
560
565
570
0 10 20 30 40 50 60 70 80
100 YR. WSE (EL. 561.48)
10 YR. WSE (EL. 561.24)
1 YR. WSE (EL. 560.17)
BMP B - SECTION B' - B'3:13:1
GROUND
EXISTING
4' TOP WIDTH
(ELEV = 562.50)
TOP OF EMBANKMENT
GRADE
PROPOSED
4' TOP WIDTH
(ELEV = 562.50)
TOP OF EMBANKMENT
3:1 EXIST. RETAINING WALL
0
SCALE
5'10'
2.5'
BOTTOM OF BASIN
BOTTOM OF RIP RAP
WIDTH = 6'
LENGTH = 13'
(ELEV = 561.00)
EMERGENCY SPILLWAY
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
1C
0
SCALE
25'50'
3
3
Survey Alignment Data Sheet
Data Sheet
Construction Alignment
3AControl (Single Phase)
Erosion and Sediment
3BEntrance Profile
1D(1)-1D(2)
L
A
MB
S
L
A
N
E - S
E
E
S
H
E
E
T 4MA
T
C
H
LI
N
E - S
T
A. 306
+75 PI = 304+23.28
T = 181.15'
L = 310.35'
R = 240.00'
302+42.13
305+52.48PCC =
PC =
PI = 307+84.66
T = 232.18'
L = 435.26'
R = 505.00'
305+52.48PCC =
PT =309+87.74
Curve LAMBS_LN1
Curve LAMBS_LN2
UTILITY OWNERS
ALBEMARLE COUNTY SERVICE AUTHORITY
TEL: (434) 977-4511 ext. 124
CHARLOTTESVILLE, VA 22911
168 SPOTNAP ROAD
JUSTIN RAY
RIVANNA WATER AND SEWER AUTHORITY
FAX: (434) 295-1146
TEL: (434) 977-2970 ext. 205
CHARLOTTESVILLE, VA 22902
695 MOORES CREEK LANE
VICTORIA FORT
DOMINION ENERGY
EMAIL: Facility.Locate.Request@dominionenergy.com
EMAIL: Andrew.J.Brooks@dom.com
CELL: (804) 514-2277
TEL: (804) 771-3655
RICHMOND, VA 23219
701 E. CARY STREET
ANDREW J. BROOKS
GAS
EMAIL: Zylowski@charlottesville.org
OFFICE: (434) 970-3815
CHARLOTTESVILLE, VA 22903
305 4TH STREET NW
CITY OF CHARLOTTESVILLE
MARY ZYLOWSKI
COMCAST
EMAIL: NED-BLT_BeltwayRegionDesignRequests@cable.comcast.com
EMAIL: Phung_Dinh@comcast.com
WOODBRIDGE, VA 22193
4391 DALE BOULEVARD
PHUNG DINH
CENTURY LINK
EMAIL: NationalRelo@centurylink.com
EMAIL: renoy.thomas@centurylink.com
TULSA, OK 74103
THOMAS RENOY
LUMOS NETWORK
EMAIL: morrisjp@lumosnet.com
FAX: (540) 943-3333
OFFICE: (540) 949-3466
WAYNESBORO, VA 22980
524 W. BROAD STREET
JARED MORRIS
ALBEMARLE COUNTY SCHOOLS
EMAIL: RRejonis@k12albemarle.org
FAX: (434) 984-8018
OFFICE: (434) 872-4569
ROBERT REJONIS
& Signing Plans
Pavement Marking, Marker 7(3)
Drainage Descriptions
Storm Sewer Profiles 6(2)
6(1)
Storm Sewer Details 6(3)
LANDSCAPE ARCHITECT
Richmond, Virginia
Kimley-Horn & Associates, Inc.
SPECIFICATIONS AND DETAILS.
1.) SEE SHEET 8(1) FOR LANDSCAPE
NOTES:
Lic. No. 1870
ROACH
ROBBIE D. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.2
DENOTES DEMOLITION OF PAVEMENT
C
F
REFERENCES
(PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC.)
LEGEND
DENOTES CONSTRUCTION LIMITS IN CUTS
DENOTES CONSTRUCTION LIMITS IN FILLS
3
4
5
6
7
1
9
10
11
FULL DEPTH SAWCUT
12
ST'D. CG-12, TYPE A REQ'D.
ST'D. CG-12, TYPE B REQ'D.
ST'D. CG-2 REQ'D.
EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
ADJUST EXISTING UTILITY TO GRADE
ST'D. RADIAL CG-2 REQ'D.
ST'D. CG-6 REQ'D.
ST'D. RADIAL CG-6 REQ'D.
14
13
EXIST. UTILITY TO BE REMOVED
EXIST. PIPE TO BE CLEANED OUT
15
EXIST. PIPE TO BE ABANDONED
EXIST. PIPE TO BE REMOVED
STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
ROADWAY ENGINEER
Richmond, Virginia
Kimley-Horn & Associates
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350703.dgn
Plotted By: Ryan.Bounds11:54:10 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
DENOTES PROPOSED PAVEMENT
DENOTES PROPOSED CONCRETE ITEMS
DENOTES MILL & OVERLAY PAVEMENT
HYDR. CEMENT CONC. SIDEWALK REQ'D.
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
16 MOD. CG-12, TYPE A REQ'D.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
D
Edge of PavementEdge of PavementEdge of PavementEdge of PavementConc. WalkConc
. Wa
lk
2.5' C&G
2
.5' C&G
Birch12" River
SignEnter' 'Do Not
BirchRiver 16"
2.5' C&G
2.5' C&G
2.5' C&G
2.5' C&G2.5' C&
G
SignPkg''Visitor
SignBuses''Yield to
Sign
'Buses Only'
Sign'Stop'Chain Link Fence
tnemevaP fo egdE
tnemevaP fo egdE tnemevaP fo egdE Sign'Stop'Sign'Stop'
Curb
Curb
Chain Link FenceSignParking''No
Conc.
Sign'Stop'
15" RCP
15" RCPDirectionApproximate Inv. Out = 553.23' (15" RCP to Approximate Direction)
Inv. In = 553.37' (15" RCP from #6457)
Rim = 556.17'
#7507 Storm Manhole
Inv. Out = 553.67' (15" RCP to #7507)
Rim = 557.92'
#6457 Storm Manhole
15" RCP15" RCP15" RCP
Sign'Yield'SignOnly''Buses
15" RCP
15" RCP
DirectionApproximate
15" RCP
7501
7502
7505
7507
6457
7503
7504
D
D
D
Sign'Yield'tnemevaP fo egdE2.5' C&GEL = 580.8474
E=11,481,277.7285
N=3,915,865.5753
CP#2
EL=558.4794
E=11,481,498.2584
N=3,915,709.3550
CP#5
Asphalt
Asphalt
Conc. Endwall
10" Birch
Birch11"
Inv. Out = 553.50'
#7505 15" RCP @ Conc Endwall
Inv. Out = 552.90' (15" RCP to Approximate Direction)
Inv. In = 552.95' (15" RCP from #7503)
Top = 557.95'
#7504 Drain Inlet
Inv. Out = 555.06' (15" RCP to #7504)
Top = 557.96'
#7503 Drain Inlet
Inv. Out = 556.87' (15" RCP to #7501)
Rim = 559.76'
#7502 Storm Manhole
Inv. Out = 556.33' (15" RCP to #7505)
Inv. In = 556.49' (15" RCP from #7502)
(b) Inv. In = 556.50' (15" RCP from Approximate Direction)
(a) Inv. In = 556.52' (15" RCP from Approximate Direction)
Rim = 560.93'
#7501 Storm Manhole
(a)
(b)
T
F(ACS)(ACP)(ACP)
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
POT300+00.00 300
301
302
PC302+42.13
303
304305PCC305+52.48306LA
M
B
S_LN
1LAMBS_LN2
STA. 300+45.68B
E
GI
N P
R
OJ. E
N18-002-975, P
E-101, C-502
BEG
IN
PRO
J
. EN18
-002
-975
, C
-501
PHASE
1
STA. 304+27.08END
PRO
J
. EN18
-002
-975
, C
-502
PHASE
2
P
H
AS
E 2
3-2
3-1
BMP C30"30"
15"
3-3
3-4
9
2
1
9
2
2
9
2
2
9
MIDDLE SCHOOL
JACK JOUETT
ELEMENTARY SCHOOL
MARY CARR GREER
6
5
5
13
7 +25G
R
A
D
E= -2.35
%T
YP
E III W= 20'
S
T
D. C
G-11 R
E
Q'
D.
CONSTR. B
(LAMBS LANE)
ROUTE 9885
L
REMOVED
TREES TO BE
3
3
3
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
3CCFFC
C FFF18.49'
+47.97
26.94'
+66.48
20.95'
+31.31
19.55'
+39.75
67.20'
+27.08
66.56'
+33.34
INSET D
INSET E
INSET F
3
INSET A
INSET B
INSET CF23
5
FF26.55'
+78.28
18.60'
+02.41
20.10'
+54.21
4
INSET J
18.12'
+13.05
3
5
6
6
7
DETAIL ON SHEET 2B
AND GUTTER. SEE
SPECIAL DESIGN CURB
- ALLEE LACEBARK ELM
2 - UP ULMUS PRAVIFOLIA 'ALLEE'
- ALLEE LACEBARK ELM
1 - UP ULMUS PRAVIFOLIA 'ALLEE'
DISTURB
DO NOT
5'
5'
5'
5'
4'4' MIN.4' MIN.#
3-
1R
5
0'#3-2R 17.8'#3-3R 16.9'
0
SCALE
25'50'
3AMA
T
C
H
LI
N
E
S
T
A. 306
+75 - S
E
E
S
H
E
E
T 4
B
3A
1CSurvey Alignment Data Sheet
Data Sheet
Construction Alignment
3
3BEntrance Profile
Sidewalk Plan
1D(1)-1D(2)
7(3)
& Signing Plans
Pavement Marking, Marker
Drainage Descriptions
Storm Sewer Profiles 6(2)
6(1)
Storm Sewer Details 6(3)
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.REFERENCES
(PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC.)
STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350703A.dgn
Plotted By: Ryan.Bounds11:57:50 AM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
EROSION & SEDIMENT CONTROL LEGEND
RCD-1
RCD-2
Denotes Rock Check Dam, Type I; St'd EC-4
Denotes Rock Check Dam, Type II; St'd EC-4
IP-A
IP-B
Denotes Inlet Protection, Type A; St'd EC-6
Denotes Inlet Protection, Type B; St'd EC-6
Denotes Temporary Silt Fence, St'd EC-5 Type A or BTSF-A
Limits of Disturbance
CIP Denotes Culvert Inlet Protection, Type C; St'd EC-6
ST
SB Denotes Temporary Sediment Basin
Denotes Temporary Sediment Trap; St'd EC-7
DD
EC-2, Ty. 1
Denotes Temporary Diversion Dike, St'd EC-9
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
Temporary, St'd. EC-2 Type 1
Denotes Rolled Erosion Control Product,
PS&E PLANS
Denotes Metal Safety FenceSAF
555 555560560560
560
560
560D
Edge of PavementEdge of PavementEdge of PavementEdge of PavementConc. WalkConc
. Wa
lk
2.5' C&G
2
.5' C&G
Birch12" River
SignEnter' 'Do Not
BirchRiver 16"
2.5' C&G
2.5' C&G
2.5' C&G
2.5' C&G2.5' C&
G
SignPkg''Visitor
SignBuses''Yield to
Sign
'Buses Only'
Sign'Stop'Chain Link Fence
tnemevaP fo egdE
tnemevaP fo egdE tnemevaP fo egdE Sign'Stop'Sign'Stop'
Curb
Curb
Chain Link FenceSignParking''No
Conc.
Sign'Stop'
15" RCP
15" RCPDirectionApproximate Inv. Out = 553.23' (15" RCP to Approximate Direction)
Inv. In = 553.37' (15" RCP from #6457)
Rim = 556.17'
#7507 Storm Manhole
Inv. Out = 553.67' (15" RCP to #7507)
Rim = 557.92'
#6457 Storm Manhole
15" RCP15" RCP15" RCP
Sign'Yield'SignOnly''Buses
15" RCP
15" RCP
DirectionApproximate
15" RCP
7501
7502
7505
7507
6457
7503
7504
D
D
D
Sign'Yield'tnemevaP fo egdE2.5' C&GEL = 580.8474
E=11,481,277.7285
N=3,915,865.5753
CP#2
EL=558.4794
E=11,481,498.2584
N=3,915,709.3550
CP#5
Asphalt
Asphalt
Conc. Endwall
10" Birch
Birch11"
Inv. Out = 553.50'
#7505 15" RCP @ Conc Endwall
Inv. Out = 552.90' (15" RCP to Approximate Direction)
Inv. In = 552.95' (15" RCP from #7503)
Top = 557.95'
#7504 Drain Inlet
Inv. Out = 555.06' (15" RCP to #7504)
Top = 557.96'
#7503 Drain Inlet
Inv. Out = 556.87' (15" RCP to #7501)
Rim = 559.76'
#7502 Storm Manhole
Inv. Out = 556.33' (15" RCP to #7505)
Inv. In = 556.49' (15" RCP from #7502)
(b) Inv. In = 556.50' (15" RCP from Approximate Direction)
(a) Inv. In = 556.52' (15" RCP from Approximate Direction)
Rim = 560.93'
#7501 Storm Manhole
(a)
(b)
T
F(ACS)(ACP)(ACP)
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
POT300+00.00 300
301
302
PC302+42.13
303
304305PCC305+52.48306STA. 300+45.68B
E
GI
N P
R
OJ. E
N18-002-975, P
E-101, C-502
BEG
IN
PRO
J
. EN18
-002
-975
, C
-501
PHASE
1
STA. 304+27.08END
PRO
J
. EN18
-002
-975
, C
-502
PHASE
2
P
H
AS
E 2
+25CONSTR. B
(LAMBS LANE)
ROUTE 9885
LCCFFC
C FFFFFF3-2
3-1
BMP C30"30"
15"
3-3
3-4
TSF-A
IP-B
IP-A
IP-B
IP-A
TSF-A
TSF-A
TSF-A
TSF-AIP-B
IP-B
IP-B
INLET
DOWNSTREAM
AT NEXT
IP-A
IP-B
FLOW LINE
0
SCALE
25'50'
4
4
1CSurvey Alignment Data Sheet
Data Sheet
Construction Alignment
4A
4BControl (Single Phase)
Erosion and Sediment
Shared Use Path Profile
4CEntrance Profile
1D(1)-1D(2)
PI = 307+84.66
T = 232.18'
L = 435.26'
R = 505.00'
305+52.48PCC =
PT =309+87.74
Curve LAMBS_LN2
PI = 312+04.21
T = 60.29'
L = 120.05'
R = 525.00'
311+43.92PC =
PCC =312+63.97
Curve LAMBS_LN3
PI = 313+68.47
T = 104.49'
L = 201.04'
R = 298.75'
312+63.97PCC =
PRC =314+65.01
Curve LAMBS_LN4
PI = 106+16.02
T = 232.83'
L = 404.07'
R = 325.00'
103+83.19PCC =
PRC =107+87.26
Curve SUP_6
PI = 103+44.09
T = 42.74'
L = 81.84'
R = 115.00'
103+01.35PRC =
PCC =103+83.19
Curve SUP_5LAMBS LANE - SEE SHEET 3MATCH LINE - STA. 306+75LAMBS LANE - SEE SHEET 5MATCH LINE - STA. 314+25SEE SHEET 5SHARED USE PATH - MATCH LINE - STA. 106+50100+19.56PRC =
PC =99+97.62
R = 60.00'
L = 21.94'
T = 11.09'
PI = 100+08.71
Curve SUP_1
T = 119.15'
L = 228.95'
R = 335.00'
100+19.56
102+48.51
PRC =
PRC =
PI = 101+38.71
Curve SUP_2
T = 28.27'
L = 52.84'
R = 60.00'
102+48.51PRC =
PRC =103+01.35
PI = 102+76.78
Curve SUP_3
7(4)
& Signing Plans
Pavement Marking, Marker
Drainage Descriptions 6(1)
6(2)Storm Sewer Profiles
BMP A Details 2D(1) - 2D(2)
5DBase Bid Only Inset
108.50'This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.2
DENOTES DEMOLITION OF PAVEMENT
C
F
REFERENCES
(PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC.)
LEGEND
DENOTES CONSTRUCTION LIMITS IN CUTS
DENOTES CONSTRUCTION LIMITS IN FILLS
3
4
5
6
7
1
9
10
11
FULL DEPTH SAWCUT
12
ST'D. CG-12, TYPE A REQ'D.
ST'D. CG-12, TYPE B REQ'D.
ST'D. CG-2 REQ'D.
EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
ADJUST EXISTING UTILITY TO GRADE
ST'D. RADIAL CG-2 REQ'D.
ST'D. CG-6 REQ'D.
ST'D. RADIAL CG-6 REQ'D.
14
13
EXIST. UTILITY TO BE REMOVED
EXIST. PIPE TO BE CLEANED OUT
15
EXIST. PIPE TO BE ABANDONED
EXIST. PIPE TO BE REMOVED
STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
ROADWAY ENGINEER
Richmond, Virginia
Kimley-Horn & Associates
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350704.dgn
Plotted By: Ryan.Bounds12:01:53 PM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
DENOTES PROPOSED PAVEMENT
DENOTES PROPOSED CONCRETE ITEMS
DENOTES MILL & OVERLAY PAVEMENT
HYDR. CEMENT CONC. SIDEWALK REQ'D.
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
16 MOD. CG-12, TYPE A REQ'D.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
Edge of Pavement
Inv
. In= 549
.95
Inv
. Ou
t= 545
.80
tnemevaP fo egdEEdge of Pavement
S
ign
Park
ing
''No
S
ign
C
ross
ing
''Pedes
tr
ian
S
ign
'Baseba
ll'
S
ign'S
top
'Chain Link Fence
SignParking''No
SignParking''No
S
ign
Pa
rk
ing
'
'No
Chain Link FenceRi
p
Ra
p24
" RCPInv. Out = 561.13' @ Conc. Endwall
Inv. In = 567.04' from Approximate Direction
In PL. 24" RCPtnemevaP fo egdEtnemevaP fo egdE
tnemevaP fo egdE
Conc. 'V' Dit
chHeadwallConc.
EL=553
.3149
E=11
,481
,849
.8271
N=3
,915
,733
.5945
CP#6
EL=563
.9555
E=11482270
.7094
N=3915904
.5972
CP#7
RipRap(A
CP)FTH
#1B
TH
#1A (ACS)(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE308309PT3
0
9
+8
7.
7
4
310311PC3
1
1
+4
3.
9
2 312PCC312+63.97313314103PRC103+01.35P
CC1
0
3
+
8
3.1
9
1
0
4 105106307SUP_1SUP_2
SUP_3
SUP_5
SUP_6
LAMBS_LN2
LAMBS_LN3
LAMBS_LN4
POT 307+77.73 LAMBS LANE CONTR. B 22.50' RT. =L
100PRC100+19.56101102PCC102+48.51P
CC1
0
3
+
8
3.1
9
LPC 99+97.62 SUP CONTR. B 106BMP A
4-1
4-2
4-3
4-4
4-5
2
4
"24"
550551552
553
555 554555.5
30" x 19"18"
4-6 24"T=26"
A= 469 SQ. FT.
CLASS 1 REQ'D.
76 TONS DRY RIP RAP
16.14'
2
6
77
7
13
+50GRADE= +13.00%TYPE IVW= 26' STD. CG-11 REQ'D.CONSTR. B(LAMBS LANE) ROUTE 9885
L
CONSTR. BSHARED USE PATH
L
F10' SHARED USE PATH
10' SHARED USE PATH
3
CCF
10
F
ST
A. 100+00
XS
5' GRADED SHOULDER
7.00'
+00.00
10.00'
+25.00
10.00'
+50.00
SHOULDER
2' GRADED
SHOULDER
2' GRADED
TO BE REMOVED
EXIST. FENCE
TO BE REMOVED
EXIST. RIP RAP
TO BE REMOVED
EXIST. PAVED DITCH
C
C
ST'D. FE-CL REQ.
TO BE REMOVED
EXIST. RIP RAP
3
2
INSET G
DISTURB
DO NOT
DI
STURBDO NOT(SEE SHEET 5D)
PHASE 1 ONLY INSET
(STA. 310+75 - 312+75)
EXIST. DITCH TO BE CLEANED OUT
7.00'
+75.00
5'4'
#4-1R 40'
0
SCALE
25'50'
4B
4B
SHARED USE PATH STA. 106+50MATCH LINE - SEE SHEET 5A1CSurvey Alignment Data Sheet
Data Sheet
Construction Alignment
4A
4
Shared Use Path Profile
Sidewalk Plan
Shared Use Path and
4CEntrance Profile LAMBS LANE STA. 314+25MATCH LINE - SEE SHEET 5A1D(1)-1D(2)LAMBS LANE - SEE SHEET 3AMATCH LINE - STA. 306+757(4)
& Signing Plans
Pavement Marking, Marker
2D(1) - 2D(2)BMP A Details
Drainage Descriptions 6(1)
6(2)Storm Sewer Profiles
Base Bid Only Inset 5D
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
108.50'This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.REFERENCES
(PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC.)
STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350704B.dgn
Plotted By: Ryan.Bounds12:03:49 PM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
EROSION & SEDIMENT CONTROL LEGEND
RCD-1
RCD-2
Denotes Rock Check Dam, Type I; St'd EC-4
Denotes Rock Check Dam, Type II; St'd EC-4
IP-A
IP-B
Denotes Inlet Protection, Type A; St'd EC-6
Denotes Inlet Protection, Type B; St'd EC-6
Denotes Temporary Silt Fence, St'd EC-5 Type A or BTSF-A
Limits of Disturbance
CIP Denotes Culvert Inlet Protection, Type C; St'd EC-6
ST
SB Denotes Temporary Sediment Basin
Denotes Temporary Sediment Trap; St'd EC-7
DD
EC-2, Ty. 1
Denotes Temporary Diversion Dike, St'd EC-9
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
Temporary, St'd. EC-2 Type 1
Denotes Rolled Erosion Control Product,
PS&E PLANS
Denotes Metal Safety FenceSAF
550
550555555
555 555555
555
5
5
5
560
560
5
6
0560560
560
565565
565
565565565570570570Edge of Pavement
Inv
. In= 549
.95
Inv
. Ou
t= 545
.80
tnemevaP fo egdEEdge of Pavement
S
ign
Park
ing
''No
S
ign
C
ross
ing
''Pedes
tr
ian
S
ign
'Baseba
ll'
S
ign'S
top
'Chain Link Fence
SignParking''No
SignParking''No
S
ign
Pa
rk
ing
'
'No
Chain Link FenceRi
p
Ra
p24
" RCPInv. Out = 561.13' @ Conc. Endwall
Inv. In = 567.04' from Approximate Direction
In PL. 24" RCPtnemevaP fo egdEtnemevaP fo egdE
tnemevaP fo egdE
Conc. 'V' Dit
chHeadwallConc.
EL=553
.3149
E=11
,481
,849
.8271
N=3
,915
,733
.5945
CP#6
EL=563
.9555
E=11482270
.7094
N=3915904
.5972
CP#7
RipRap(A
CP)FTH
#1B
TH
#1A (ACS)(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
(PER ALBEM
ARLE GI
S DATA)216.69 ACRESSCHOOL BOARD ALCOUNTY OF ALBEM
ARLE308309PT3
0
9
+8
7.
7
4
310311PC3
1
1
+4
3.
9
2 312PCC312+63.97313314103PRC103+01.35P
CC1
0
3
+
8
3.1
9
1
0
4 105106307POT 307+77.73 LAMBS LANE CONTR. B 22.50' RT. =L
100PRC100+19.56101102PCC102+48.51P
CC1
0
3
+
8
3.1
9
LPC 99+97.62 SUP CONTR. B 106+50CONSTR. B(LAMBS LANE) ROUTE 9885
L
CONSTR. BSHARED USE PATH
L
FCCF
F
C
C
4-1
4-2
4-3
4-4
4-5
2
4
"24"
550551552
553
555 554555.5
30" x 19"18"
4-6 24"T=26"
A= 469 SQ. FT.
CLASS 1 REQ'D.
76 TONS DRY RIP RAP
16.14'
TSF-A
RCD-2
RCD-2
RCD-2
RCD-2
EC-2, TY. 1
EC-2, TY. 1
EC-2, TY. 1
DD
DD
EC-2, TY. 1
RCD-2
RCD-2
RCD-2
RCD-2
TSB-1
DO NOT DISTURB
DO NOT DISTURB
IP-A
IP-A
RCD-2
RCD-2
SAF
0
SCALE
25'50'
5
5
1CSurvey Alignment Data Sheet
Data Sheet
Construction Alignment
4A
5AControl (Single Phase)
Erosion and Sediment
Shared Use Path Profile
5BEntrance Profile
5C
Cross Sections
Parking Lot Sidewalk
1D(1)-1D(2)
PI = 108+92.67
T = 19.38'
L = 35.55'
R = 36.00'
108+73.30PRC =
PT =109+08.84
Curve SUP_8
PI = 108+39.56
T = 52.31'
L = 86.04'
R = 60.00'
107+87.26PRC =
PRC =108+73.30
Curve SUP_7
PI = 316+73.75
T = 68.98'
L = 137.74'
R = 1,019.18'
316+04.78PRC =
PRC =317+42.52
Curve LAMBS_LN6
PI = 315+35.19
T = 70.18'
L = 139.77'
R = 625.00'
314+65.01PRC =
PRC =316+04.78
Curve LAMBS_LN5
PI = 203+76.78
T = 131.56'
L = 262.70'
R = 1,900.00'
202+45.22PC =
PT =205+07.92
Curve LAMBS_RD1
PI = 318+06.77
T = 64.25'
L = 127.27'
R = 378.09'
317+42.52
318+69.79PT =
PRC =
Curve LAMBS_LN7
PI = 106+16.02
T = 232.83'
L = 404.07'
R = 325.00'
103+83.19PCC =
PRC =107+87.26
Curve SUP_6LAMBS LANE - SEE SHEET 4MATCH LINE - STA. 314+257(5)
& Signing Plans
Pavement Marking, Marker
2D(3)-2D(4)BMP B DetailsSHARED USED PATH - SEE SHEET 4MATCH LINE - STA. 106+50Base Bid Only Inset 5D
SPECIFICATIONS AND DETAILS.
1.) SEE SHEET 8(1) FOR LANDSCAPE
NOTES:
LANDSCAPE ARCHITECT
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 1870
ROACH
ROBBIE D. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
42.26'This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.2
DENOTES DEMOLITION OF PAVEMENT
C
F
REFERENCES
(PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC.)
LEGEND
DENOTES CONSTRUCTION LIMITS IN CUTS
DENOTES CONSTRUCTION LIMITS IN FILLS
3
4
5
6
7
1
9
10
11
FULL DEPTH SAWCUT
12
ST'D. CG-12, TYPE A REQ'D.
ST'D. CG-12, TYPE B REQ'D.
ST'D. CG-2 REQ'D.
EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
ADJUST EXISTING UTILITY TO GRADE
ST'D. RADIAL CG-2 REQ'D.
ST'D. CG-6 REQ'D.
ST'D. RADIAL CG-6 REQ'D.
14
13
EXIST. UTILITY TO BE REMOVED
EXIST. PIPE TO BE CLEANED OUT
15
EXIST. PIPE TO BE ABANDONED
EXIST. PIPE TO BE REMOVED
STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
ROADWAY ENGINEER
Richmond, Virginia
Kimley-Horn & Associates
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350705.dgn
Plotted By: Ryan.Bounds12:05:46 PM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
DENOTES PROPOSED PAVEMENT
DENOTES PROPOSED CONCRETE ITEMS
DENOTES MILL & OVERLAY PAVEMENT
HYDR. CEMENT CONC. SIDEWALK REQ'D.
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
16 MOD. CG-12, TYPE A REQ'D.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
D
D
D
Asphalt Pave
ment
Edge of Pave
ment
Inv. In= 553.81
Inv. Out= 552.81
Woods
S
ign
Pa
rk
ing'
'No
Edge of Pavement
Blocks
Parking
2.5' C&G
School SignBrick & Conc.
RapRip
tnemevaP fo egdE
2.5' C&G
D
10437
7509
10270
tnemevaP fo egdE
24" RCP
15" RCP18" RCP10105 10104
Inv. Out = 559.63
Conc. 'V' Ditch24" RCP
2
4" RCP 21" RCP24" RCPDirectionApproximate2.5' C&G
Conc. Sidewalk 18" RCP18" RCP
10472
10473
564.77Inv. Out
564.92Inv. Out
566.02Inv. In
2.5' C&Ge
c
n
e
F
k
n
iL
niah
C
ecneF kniL niahC
8" Oak
6" Oak
12" Oak
Sign
Parking
''No
5 Trees
(3) 8" Dogwoods
Edge of Pavement
Concrete Wall
Concrete Wall
Sign'Do Not Enter'
Metal Post
Metal Post
PostGate 6" PVCConc. Sidewalk Dir
ecti
onAppr
oxi
mat
eDirectionApproximate24" RCPFenceWire Woven
Sign'School'
tnemevaP fo egdE
Sign
Entrance
''Gym
Sign
Only
''Buses
Sign
Trespass
''No
PostGate
Sign'Keep off Grass'
SignOnly''Buses
PostMetal
EL=565.4644E=11,482,997.8087N=3,915,575.6490CP#9
EL=567.9468E=11,482,655.0009N=3,915,806.2244CP#8
EL=563.9555E=11482270.7094N=3915904.5972CP#7
Asphalt
Inv. = 551.9924" CMP
28" Poplar
24" Poplar
19" Oak
18" Poplar
12" Poplar
12" Poplar
18" Poplar
16" Oak
18" Maple
RowHedge
FacilityMaintenance Conc. Sign DirectionApprox.
Edge of Building
Inv. Out = 565.08' (24" RCP to #10270)
Inv. In = 565.31' (24" RCP from #7509)
Rim = 573.80'
#10437 Storm Manhole
Inv. Out = 564.24' (24" RCP To Concrete 'V' Ditch)
Inv. In = 564.39' (24" RCP From #10437)
Inv. In = 567.82' (21" RCP From Approximate Direction)
Rim = 572.44'
#10270 Storm Manhole
Inv. Out= 554.91
Inv. In= 557.19
#10105 15" RCP
Inv. Out= 554.93
Inv. In= 557.17
#10104 18" RCP
Inv. Out = 568.52' (24" RCP to #10437)
Inv. In = 568.70' (24" RCP from Approximate Direction)
Inv. In = 572.35' (6" PVC from Approximate Direction)
Rim = 576.40'
#7509
S
S
S
S1
S1
(CVL)TH #2
TH #3
(CVL)TH #4
(AC
S)
(RWS)
(ACS)(ACP)TH #6
TH #5
(ACP)
F
(ACS)(ACP)F(ACS)
F
S
8" PVC
7508
S
8"
T
C
8"
T
C
75104" TC (a)
Inv. Out = 563.59' (8" PVC to Approximate Direction)
Inv. In = 564.26' (8" TC from #7508)
b) Inv. In = 164.26' (4" TC Lateral from Approximate Direction)
a) Inv. In = 564.39' (4" TC Lateral from Approximate Direction)
Rim = 567.26'#7510 Sanitary ManholeIt DOES NOT Open In This Structure.
8" Pipe Runs Through Structure To Structure #7510.
Top of 8" TC Pipe = 568.04'
Rim = 576.35'#7508 Sanitary Manhole(b)4" TCDirectionApproximate
8"
T
C
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
(PER ALBEMARLE GIS DATA)
3.26 ACRES
FOOD PANTRY INC
LOAVES & FISHES
(PER ALBEMARLE GIS DATA)
4.98 ACRES
CONNECT CHURCH
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
PRC314+65.01315316PRC316+04.78317PRC317+42.52318PT318+69.79319POT319+59.74PC202+45.22203
204
205PT205+07.92206
207POT207+13.15
107PRC107+87.26108109LAMBS_LN6
LAMBS_LN7
SUP_7
SUP_8
LAMBS_LN5
LA
MBS_RD1
SUP_6
L
L
POT 316+54.71 LAMBS LANE CONSTR. B 33.45' RT. =
PT 109+08.84 SUP CONSTR. B
LL
= 54°17'43" LT
POT 319+59.74 LAMBS LANE CONSTR. B
POT 205+54.49 LAMBS ROAD CONSTR. B
STA. 202+82.07
LAMBS_LN4
P
RC108
+73.30
STA. 316+66.26END PROJ. EN18-002-975, C-501 BEGIN PROJ. EN18-002-975, C-503
PHASE 1
C-503
END PROJ. EN18-002-975,PHASE 3
PHASE 3
BMP B
559560
562
561
562.5
DUAL 4"
5-1
568 567 5665
6
5
564 563
T=26"
A= 308 SQ. FT.
CLASS 1 REQ'D.
50 TONS DRY RIP RAP
9.58'
2
16
9
7
A1'A2'A3'
A4'A5'A6'A7'A8'
A1'A2'A3'
A4'A5'A6'A7'A8'+72HIGH SCHOOL
ALBEMARLE
2
1GR
A
DE
= 10.0
0
%T
Y
P
E I
V W= 3
0'
S
T
D.
C
G-11
R
E
Q'D.
CONSTR. B
(LAMBS LANE)
ROUTE 9885
L
L
C
ONST
R. B
(L
AMBS
R
OAD)
R
O
UTE 657
CONSTR. BSHARED USE PATH L7CCF
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT 10' SHARED USE PATH6
4
FFF FFC
40.59'
+14.77
67.80
+77.85
DISTURB
DO NOT
REMOVED
TREES TO BE
INSET H
INSET L
INSET K
SHOULDER
2' GRADED
6C
C
ST'D. FE-CL REQ.
DISTURB
DO NOT
10
REMOVED AND RESET
GATES TO BE
GIS DATA)(PER ALBE
MARLE
EXIST. R/WGIS DATA)(PER ALBEMARLE
EXIST. R/W
GIS DATA)(PER ALBEMARLEEXIST. R/W
GIS DATA)(PER ALBE
MARLE
EXIST. R/WFROM -0.02 S.E. TO +0.02 S.E.
TRANS. LT EDGE OF SIDEWALK
WILLOW OAK
'HIGHTOWER' - HIGHTOWER
2 - QP QUERCUS PHELLOS
WILLOW OAK
'HIGHTOWER' - HIGHTOWER
1 - QP QUERCUS PHELLOS
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
BERM FOR DISCHARGE INTO BMP B
ALLOW RUNOFF TO FLOW BEHIND
CONTRACTOR SHALL GRADE CURB TO
(SEE SHEET 5D)
PHASE 1 ONLY INSET
(STA. 314+50 - 315+50)
EXIST. DITCH TO BE CLEANED OUT
HENRY VIRGINIA SWEETSPIRE
'LITTLE HENRY' - LITTLE
26 - IV ITEA VIRGINICA
TO BE REMOVEDEXIST. FENCE
TREE TO BE REMOVED
TO BE REMOVED
EXIST. SHRUB
5'
4'5'
4'
4'
5'
5'
5'#5-4R 25'#5-5R 25'#5-2
R 89.5'
#5-3
R 31'#5-1
R 35.4'
0
SCALE
25'50'
5A
5A
Survey Alignment Data Sheet
Data Sheet
Construction Alignment
4A
5
Shared Use Path Profile
1CSTA. 106+50 SHARED-USE PATHSidewalk Plan
Shared Use Path and
5BEntrance ProfileMATCH LINE STA. 314+25 SIDEWALK - SEE SHEET 4B5CCross Sections
Parking Lot Sidewalk
5DBase Bid Only Inset
1D(1)-1D(2)
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
7(5)
& Signing Plans
Pavement Marking, Marker
PS&E PLANS
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
42.26'This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.REFERENCES
(PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC.)
STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350705A.dgn
Plotted By: Ryan.Bounds3:25:43 PM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
EROSION & SEDIMENT CONTROL LEGEND
RCD-1
RCD-2
Denotes Rock Check Dam, Type I; St'd EC-4
Denotes Rock Check Dam, Type II; St'd EC-4
IP-A
IP-B
Denotes Inlet Protection, Type A; St'd EC-6
Denotes Inlet Protection, Type B; St'd EC-6
Denotes Temporary Silt Fence, St'd EC-5 Type A or BTSF-A
Limits of Disturbance
CIP Denotes Culvert Inlet Protection, Type C; St'd EC-6
ST
SB Denotes Temporary Sediment Basin
Denotes Temporary Sediment Trap; St'd EC-7
DD
EC-2, Ty. 1
Denotes Temporary Diversion Dike, St'd EC-9
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
Temporary, St'd. EC-2 Type 1
Denotes Rolled Erosion Control Product,
Denotes Metal Safety FenceSAF 555555555
560
560560
5
6
0
560
565
5655
6
5
565 565565
570
570
5
7
0
5
70
570570 570
575
575
575575575
575575
5
7
5
D
D
D
Concrete
Asphalt Pave
ment
Edge of Pave
ment
Inv. In= 553.81
Inv. Out= 552.81
Woods
S
ign
Pa
rk
ing'
'No
Edge of Pavement
Blocks
Parking
2.5' C&G
School SignBrick & Conc.
RapRip
tnemevaP fo egdE
2.5' C&G
D
10437
7509
10270
tnemevaP fo egdE
24" RCP
15" RCP18" RCP10105 10104
Inv. Out = 559.63
Conc. 'V' Ditch24" RCP
2
4" RCP 21" RCP24" RCPDirectionApproximate2.5' C&G
Conc. Sidewalk 18" RCP18" RCP
10472
10473
564.77Inv. Out
564.92Inv. Out
566.02Inv. In
2.5' C&Ge
c
n
e
F
k
n
iL
niah
C
ecneF kniL niahC
8" Oak
6" Oak
12" Oak
Sign
Parking
''No
5 Trees
7" Tree
(3) 8" Dogwoods
Edge of Pavement
Concrete Wall
Concrete Wall
Sign'Do Not Enter'
Metal Post
Metal Post
PostGate 6" PVCConc. Sidewalk
School)(Jack Jouett Middle Conc. Building2 Story Brick & Dir
ecti
onAppr
oxi
mat
eDirectionApproximate24" RCPFenceWire Woven
Sign'School'
tnemevaP fo egdE
Sign
Entrance
''Gym
Sign
Only
''Buses
Sign
Trespass
''No
PostGate
Sign'Keep off Grass'
SignOnly''Buses
PostMetal
EL=565.4644E=11,482,997.8087N=3,915,575.6490CP#9
EL=567.9468E=11,482,655.0009N=3,915,806.2244CP#8
Asphalt
Inv. = 551.9924" CMP
28" Poplar
24" Poplar
19" Oak
18" Poplar
12" Poplar
12" Poplar
18" Poplar
16" Oak
18" Maple
RowHedge
FacilityMaintenance Conc. Sign DirectionApprox.
Edge of Building
Inv. Out = 565.08' (24" RCP to #10270)
Inv. In = 565.31' (24" RCP from #7509)
Rim = 573.80'
#10437 Storm Manhole
Inv. Out = 564.24' (24" RCP To Concrete 'V' Ditch)
Inv. In = 564.39' (24" RCP From #10437)
Inv. In = 567.82' (21" RCP From Approximate Direction)
Rim = 572.44'
#10270 Storm Manhole
Inv. Out= 554.91
Inv. In= 557.19
#10105 15" RCP
Inv. Out= 554.93
Inv. In= 557.17
#10104 18" RCP
Inv. Out = 568.52' (24" RCP to #10437)
Inv. In = 568.70' (24" RCP from Approximate Direction)
Inv. In = 572.35' (6" PVC from Approximate Direction)
Rim = 576.40'
#7509
S
S
S
T
S1
S1
(CVL)TH #2
TH #3
(CVL)TH #4
(AC
S)
(RWS)
(ACS)(ACP)TH #6
TH #5
(ACP)
F
(ACS)(ACP)F(ACS)
F
S
8" PVC
7508
S
8"
T
C
8"
T
C
75104" TC (a)
Inv. Out = 563.59' (8" PVC to Approximate Direction)
Inv. In = 564.26' (8" TC from #7508)
b) Inv. In = 164.26' (4" TC Lateral from Approximate Direction)
a) Inv. In = 564.39' (4" TC Lateral from Approximate Direction)
Rim = 567.26'#7510 Sanitary ManholeIt DOES NOT Open In This Structure.
8" Pipe Runs Through Structure To Structure #7510.
Top of 8" TC Pipe = 568.04'
Rim = 576.35'#7508 Sanitary Manhole(b)4" TCDirectionApproximate
8"
T
C
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
(PER ALBEMARLE GIS DATA)
3.26 ACRES
FOOD PANTRY INC
LOAVES & FISHES
(PER ALBEMARLE GIS DATA)
4.98 ACRES
CONNECT CHURCH
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
PRC314+65.01315316PRC316+04.78317PRC317+42.52318PT318+69.79319POT319+59.74PC202+45.22203
204
205PT205+07.92206
207POT207+13.15
107PRC107+87.26108109L
L
POT 316+54.71 LAMBS LANE CONSTR. B 33.45' RT. =
PT 109+08.84 SUP CONSTR. B
LL
= 54°17'43" LT
POT 319+59.74 LAMBS LANE CONSTR. B
POT 205+54.49 LAMBS ROAD CONSTR. B
STA. 202+82.07
P
RC108
+73.30
STA. 316+66.26END PROJ. EN18-002-975, C-501 BEGIN PROJ. EN18-002-975, C-503
PHASE 1
C-503
END PROJ. EN18-002-975,PHASE 3
PHASE 3
CONSTR. B
(LAMBS LANE)
ROUTE 9885
L
L
C
ONST
R. B
(L
AMBS
R
OAD)
R
O
UTE 657
CONSTR. BSHARED USE PATH LCC F
FFF FFCCC
GIS DATA)(PER ALBE
MARLE
EXIST. R/WGIS DATA)(PER ALBEMARLE
EXIST. R/W
GIS DATA)(PER ALBEMARLEEXIST. R/W
GIS DATA)(PER ALBE
MARLE
EXIST. R/WBMP B
559560
562
561
562.5
DUAL 4"
5-1
568 567 5665
6
5
564 563
T=26"
A= 308 SQ. FT.
CLASS 1 REQ'D.
50 TONS DRY RIP RAP
9.58'
IP-B
TSF-A
RCD-2
EC-2, TY. 1
DD
RCD-2
RCD-2
RCD-2
EC-2, TY. 1EC-2, TY. 1 RCD-2 RCD-2
0
SCALE
25'50'
5D
5D
1CSurvey Alignment Data Sheet
Data Sheet
Construction Alignment
1D(1)-1D(2)SHARED USED PATH - SEE SHEET 4MATCH LINE - STA. 106+00and Sidewalk Plans
Shared Use Path
4-5SEE SHEET 4LAMBS LANE -STA. 313+50MATCH LINE -LAMBS LANE - SEE SHEET 5MATCH LINE - STA. 316+75BASE BID ONLY INSET
0
SCALE
5'10'
SHEET ARE EXCLUDED FROM THE BASE BID.
ARE LOCATED EAST OF STATION 106+00 AND NOT SHOWN ON THIS
ALL PROPOSED IMPROVEMENTS DEPICTED IN THIS PLAN SET THAT2)
IF ADDITIVE BID ITEM #2 IS NOT CONSTRUCTED.
THE DESIGN SHOWN ON THIS SHEET SHALL BE CONSTRUCTED ONLY 1)
NOTES:
PI = 0+63.21
T = 63.21'
L = 119.65'
R = 150.00'
0+00.00PC =
PRC =1+19.65
PI = 1+69.02
T = 49.37'
L = 95.40'
R = 150.00'
1+19.65PRC =
PT =2+15.04
PI = 3+08.22
T = 8.97'
L = 14.62'
R = 10.00'
2+99.25PC =
PT =3+13.87
Curve BBA_1 Curve BBA_2 Curve BBA_3
14'R9'R580
575
570
565
580
575
570
585
580
575
570
585
B1'-B1'
B2'-B2'
B3'-B3'
2:1 2%
EXIST. GROUND576.652%
2%
2:1 2:1
2:1 2:12:1SIDEWALK
ASPHALT
PROP.
SIDEWALK
ASPHALT
PROP.
SHARED USE PATH
PROP.
EXIST. GROUND
EXIST. GROUND
4.7'
5'
2'10'2'
1'1'578.10578.19577.85573.17575.53575.55575.65575.67577.59570.90571.24571.28571.48571.52569.75571.29This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.2
DENOTES DEMOLITION OF PAVEMENT
C
F
REFERENCES
(PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC.)
LEGEND
DENOTES CONSTRUCTION LIMITS IN CUTS
DENOTES CONSTRUCTION LIMITS IN FILLS
3
4
5
6
7
1
9
10
11
FULL DEPTH SAWCUT
12
ST'D. CG-12, TYPE A REQ'D.
ST'D. CG-12, TYPE B REQ'D.
ST'D. CG-2 REQ'D.
EXISTING UTILITY TO BE RELOCATED (BY OTHERS)
ADJUST EXISTING UTILITY TO GRADE
ST'D. RADIAL CG-2 REQ'D.
ST'D. CG-6 REQ'D.
ST'D. RADIAL CG-6 REQ'D.
14
13
EXIST. UTILITY TO BE REMOVED
EXIST. PIPE TO BE CLEANED OUT
15
EXIST. PIPE TO BE ABANDONED
EXIST. PIPE TO BE REMOVED
STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
ROADWAY ENGINEER
Richmond, Virginia
Kimley-Horn & Associates
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350705D.dgn
Plotted By: Ryan.Bounds12:09:28 PM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
DENOTES PROPOSED PAVEMENT
DENOTES PROPOSED CONCRETE ITEMS
DENOTES MILL & OVERLAY PAVEMENT
HYDR. CEMENT CONC. SIDEWALK REQ'D.
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
16 MOD. CG-12, TYPE A REQ'D.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
SignParking''No
S
ign
Pa
rk
ing'
'No
Edge of Pavement
Blocks
Parking
tnemevaP fo egdE
PostGate
Sign'Keep off Grass'
SignOnly''Buses
PostMetal
Inv. Out = 565.08' (24" RCP to #10270)
Inv. In = 565.31' (24" RCP from #7509)
Rim = 573.80'
#10437 Storm Manhole
Inv. Out = 564.24' (24" RCP To Concrete 'V' Ditch)
Inv. In = 564.39' (24" RCP From #10437)
Inv. In = 567.82' (21" RCP From Approximate Direction)
Rim = 572.44'
#10270 Storm Manhole
Inv. Out= 554.91
Inv. In= 557.19
#10105 15" RCP
Inv. Out= 554.93
Inv. In= 557.17
#10104 18" RCP
Inv. Out = 568.52' (24" RCP to #10437)
Inv. In = 568.70' (24" RCP from Approximate Direction)
Inv. In = 572.35' (6" PVC from Approximate Direction)
Rim = 576.40'
#7509 Ri
pRa
p(CVL)TH #2
TH #3
(CVL)TH #4 (ACP)TH #6
TH #5
(ACP)
F
565
565
5
70
570570
5
7
0
575575(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
(PER ALBEMARLE GIS DATA)
216.69 ACRES
SCHOOL BOARD AL
COUNTY OF ALBEMARLE
314PRC314+65.01315316PRC316+04.78107PRC107+87.26108109P
RC108
+73.30
106CC
B1'B1'B2'
B2'B3'B3'
CF
C
C CFFC
FC
FFDISTURB
DO NOT
SHOULDER
2' GRADED
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT
DISTURB
DO NOT USE PATH10' SHARED2' W
I
DE GRADED SHOULDER TO 1' W
I
DE GRADED SHOULDER10' W
I
DE SHARED USE PATH TO 5' W
I
DE ASPHALT SI
DEW
ALK95' LONG TRANSI
TI
ONCONSTR. B
(LAMBS LANE)
ROUTE 9885
L
CONSTR. BSHARED USE PATH LTO BE REMOVED
EXIST. RIP RAP
1P RC1 +1 9 .6 5
2PT2+15.04PC2+99.253PT3+13.87
POT3+37.37
SIDEWALK
5' ASPHALT
BY OTHERS
RELOCATED
TO BE
ACCESS RAMP
TRAILER
EXISTINGLCONSTR. BBASE BI
D ALT
2.50' LT
+96.90
2.50' RT
+97.91
2.50' RT
+15.22
1.50' LT
+15.11
BBA_1
B
B
A
_2B
B
A_3
LBASE BID ALT CONTR. B
PC 0+00.00
LSUP CONTR. B 0.00' RT. =
POT 106+00.00 DISTURB
DO NOT
(STA. 314+50 - 315+50)
EXIST. DITCH TO BE CLEANED OUT
570569
571
572573
574
576577575PROP. GRADE
PROP. GRADE
PROP. GRADE
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350706(1).dgn
Plotted By: Ryan.Bounds12:10:12 PM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
6(1)
6(1)
DRAINAGE DESCRIPTIONS
SHEET 3 SHEET 4 SHEET 5
3-4
3-3 TO 3-4
3-3
3-2 TO 3-3
3-2
3-1 TO 3-2
3-1
4-6 TO 4-5
4-6
4-5
4-4 TO 4-5
4-4
4-3 TO 4-4
4-3
4-2 TO 4-3
4-2
4-1 TO 4-2
4-1 5-1
INV(IN) = 559.00', INV(OUT) = 558.75'
LEAK RESISTANT JOINT TYPE
(DOUBLE LINE - 26' EACH LINE)
52' -4" SDR-26 PVC REQ. (3' COVER)
INV(IN) = 550.00', INV(OUT) = 549.80'
LEAK RESISTANT JOINT TYPE
11' -24" CONC. PIPE CLASS III REQ. (1' COVER)
SEE SHEET 2D(1) FOR DETAILS
6" DIAMETER ORIFICE REQ., INV = 151.50'
6" DIAMETER WATER QUALITY ORIFICE REQ., INV = 150.00'
BOTTOM ELEV = 147.00'
6.0' STD. SWM-1 REQ.
CONNECT TO EXIST. 24" RCP
STD. IS-1 REQ.
INV = 549.70', RIM = 554.00'
1 STD. MH-1 FRAME & COVER REQ.
3.6 LF STD. MH-1 OR MH-2 REQ.
INV(IN) = 550.60', INV(OUT) = 549.80'
SILT TIGHT JOINT TYPE
59' -24" CONC. PIPE CLASS III REQ. (1' COVER)
STD. IS-1 REQ.
INV = 550.70', RIM = 556.00'
1 STD. MH-1 FRAME & COVER REQ.
4.6 LF STD. MH-1 OR MH-2 REQ.
INV(IN) = 551.10', INV(OUT) = 550.70'
SILT TIGHT JOINT TYPE
29' -24" CONC. PIPE CLASS III REQ. (5' COVER)
STD. IS-1 REQ.
H=6.8', INV = 551.20', RIM = 557.96'
STD. PG-2A TYPE E COVER
1 STD. DI-5 REQ. TYPE III GRATE REQ.
INV(IN) = 552.50', INV(OUT) = 551.20'
SILT TIGHT JOINT TYPE
76' -30" X 19" ELL. CONC. PIPE CLASS III REQ. (3' COVER)
STD. IS-1 REQ.
H=3.5', INV = 552.50', RIM = 556.00'
STD. PG-2A TYPE E COVER
1 STD. DI-5 REQ. TYPE I GRATE REQ.
INV(IN) = 553.95', INV(OUT) = 552.60'
SILT TIGHT JOINT TYPE
33' -18" CONC. PIPE CLASS III REQ. (1' COVER)
INV = 553.95'
1 STD. 18" EW-11A REQ.
CONNECT TO EXIST. 15" RCP
INV = 553.69', RIM = 559.58'
1 STD. MH-1 FRAME & COVER REQ.
5.2 LF STD. MH-1 OR MH-2 REQ.
INV(IN) = 553.90', INV(OUT) = 553.75'
SILT TIGHT JOINT TYPE
22' -15" CONC. PIPE CLASS III REQ. (4' COVER)
SEE DETAILS ON SHEET 6(3)
INV = 553.90', RIM = 559.58'
1 STD. MH-1 FRAME & COVER REQ.
5.0 LF MOD. MH-1 OR MH-2 REQ.
INV(IN) = 553.95', INV(OUT) = 553.90'
LEAK RESISTANT JOINT TYPE
9' -30" CONC. PIPE CLASS III REQ. (2' COVER)
H=4.0', INV = 553.95', RIM = 558.00'
1 STD. DI-7 REQ. GRATE A TYPE III REQ.
INV(IN) = 554.25', INV(OUT) = 553.95'
LEAK RESISTANT JOINT TYPE
95' -30" CONC. PIPE CLASS III REQ. (2' COVER)
H=6.8', INV = 551.20', RIM = 557.96'
1 STD. DI-7 REQ. GRATE A TYPE III REQ.
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350706(2).dgn
Plotted By: Ryan.Bounds12:11:04 PM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
0+00 1+00 1+14
540
545
550
555
560
565
570
Rim = 557.961+13.56DI-5 Grate4-3Rim = 556.000+34.33DI-5 Grate4-2Rim = 556.120+00.0011A18M-Other4-14
.13
%
18
" C
on
c
re
te
P
ip
e
R
eq'd
.3
2
.6
7
L
.F
.1.71 %
30" X 19" Elliptical Concrete Pipe
75.89 L.F.553.95552.60552.50551.202.00
551.10
4-3 to 4-4
4-1 TO 4-3
0+00 0+32
540
545
550
555
560
565
570
Rim = 556.000+32.21MH-124-4Rim = 557.960+00.00DI-5 Grate4-31.39 %
24" Concrete Pipe Req'd.
28.71 L.F.551.10550.701.58
551.20
4-2 to 4-3
2.00
550.60
4-4 to 4-5
4-3 TO 4-4
0+00 0+63
540
545
550
555
560
565
570
Rim = 554.000+63.48MH-124-5Rim = 556.000+00.00MH-124-41.34 %
24" Concrete Pipe Req'd.
59.48 L.F.550.60549.802.00
550.70
4-3 to 4-4
2.00
549.80
4-6 to 4-5
2.00
549.70
4-5 to Outfall A
4-4 TO 4-5
3-1 TO 3-4
0+00 1+00 1+38
540
545
550
555
560
565
570
Rim = 559.581+37.51MH-123-4Rim = 559.581+11.18MH-123-3Rim = 558.000+98.40DI-7 Grate3-2Rim = 560.000+00.00DI-7 Grate3-10.32 %
30" Concrete Pipe Req'd.
95.15 L.F.
0.54 %
30" Concrete Pipe Req'd.
9.28 L.F.
0.67 %
15" Concrete Pipe Req'd.
22.33 L.F.554.25553.95553.95553.90553.90553.751.25
553.69
3-4 to Outfall C
Notes:
EXISTING GROUND
PROPOSED GRADE
VERT : 1" = 5'HORIZ : 1" = 25'
6(2)
6(2)
case scenario).
pipe and corresponding pipe thicknesses (worst
6) Utility clearance dimensions shown assume the use of concrete
5) Utility Test Hole Information is located on Sheet 1E.
Utility Test Hole location.
Utility information shown is specific to its corresponding
information from the project's Test Hole Data Sheet.
4) All Utility locations are approximate, and are based on
Sheet with the addition of Sanitary Sewer line crossings.
only those Utilities listed on the Utility Test Hole Data
3) Not all Utilities are shown on the Storm Sewer Profiles,
Utility Plans that may exist as part of this plan assembly.
proposed Utilities. The Contractor is also directed to any
do not reflect either planned re-location of Utilities or
shown on the Storm Sewer Pipe Profiles. These profiles
2) Only existing Utilities, at the time of the survey, are
thicknesses.
by their inner diameter dimension, and do not include wall
1) Storm sewer pipes shown on the profile are represented
STORM SEWER PROFILES
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER
This document, together with the concepts and designs presented herein, as an instrument of service,is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.STATE
ROUTE PROJECT
REVISED
STATE
STATE
ROUTE PROJECT
SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
EN18-002-975
9885
EN18-002-975
STATEREVISEDSTATE
4/20/2020
d11350706(3).dgn
Plotted By: Ryan.Bounds12:11:56 PM
4/20/2020
PROJECT SHEET NO.
VA.
C-501
SURVEYED BY, DATE
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
DESIGN SUPERVISED BY M. MITCHELL, P.E.
DESIGNED BY
ACCUMARK, 07/11/2019
H&B SURVEY & MAPPING, LLC, 07/23/2019
KIMLEY-HORN & ASSOCIATES, INC.
MATT WERTMAN, (434) 872-4501
TO BE USED FOR ANY TYPE
AND UNAPPROVED AND ARE NOT
THESE PLANS ARE UNFINISHED
OF CONSTRUCTION.
PS&E PLANS
STRUCTURE 3-3
SECTION A-A
A A
TOP VIEW
INV = 555.90
TOP OF 8" WEIR
STRUCTURE INV = 553.90
INV(OUT) = 553.90
15" CONC. PIPE
INV(IN) = 553.90
30" CONC. PIPE
(ELEV = 555.08)
1 YR WSE
(ELEV = 555.84)
10 YR WSE
8" WIDE WEIR WALL
6(3)
6(3)
AND INSTALLATION FOR REVIEW AND APPROVAL.
SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION
6. SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN
5. INLET SHAPING AS NEEDED.
ALL RIM AND INVERT ELEVATIONS.
4. REFER TO DRAINAGE DESCRIPTIONS ON SHEET 6(1) FOR
CORES.
3. ALL WEIR WALLS TO BE 8" CMU WITH GROUT FILLED
2. STRUCTURE SHALL HAVE STD. ST-1.
OTHERWISE DIMENSIONED ON PLANS.
1. STRUCTURE TO FOLLOW VDOT STANDARD DETAILS UNLESS
NOTES:
THROUGH WEIR WALL
6" DIAMETER ORIFICE OPENING
INV(IN) = 553.90
30" CONC. PIPE
INV(OUT) = 553.90
15" CONC. PIPE
RIM = 559.58
(ELEV = 556.21)
100 YR WSE
INV = 555.10
WEIR WALL
THROUGH
OPENING
RECTANGULAR
18"Wx3"H
INV = 553.90
THROUGH WEIR WALL
6" DIAMETER ORIFICE OPENING2'OPENING THROUGH WEIR WALL
18"Wx3"H RECTANGULAR
NOT TO SCALE
IN FRONT OF WEIR TO PREVENT PONDING
CONTRACTOR SHALL DRILL TWO 2" DIAMETER HOLES
HYDRAULIC ENGINEER
Richmond, Virginia
Kimley-Horn & Associates, Inc.
Lic. No. 058634
MITCHELL
MICHAEL R. COMMONWEALTH OF
VIRGINIAPROFE
S
SI
ONAL ENGINEER