HomeMy WebLinkAboutWPO200900024 Application 2009-05-22 Community Development Department
County of ____ emarle 401 Iv,,,,,,,,,e Road Charlottesville,VA 22902-4596
Voice : (434)296-5832 Fax:(434)972-4126
Planning Application 1
PARCEL/OWNER INFORMATION
TMP 06100-00-00-13300 Owner(s) SHOPPING CENTER ASSOCIATES C/O SIMON DEBARTOLLO GROUP
Application n WP0200900024
PROPERTY INFORMATION
Legal Description ACREAGE
Magisterial Dist. Rio Land Use Primary Commercial
Current AFD Not in A/F District Current Zoning Primary Planned Development Shopping Center
APPLICATION INFORMATION
House# Street Name Apt/Suite City State Zip
Street Address Entered By: Lisa Jordan on 05/22/2009
Application Type Water Protection Ordinances
Project: Red Lobster Seafood Company 6,666.00
Received Date 05/22/2009 Received Date Final Total Fees $600.00
Submittal Date Submittal Date Final Total Paid $600.00
Closing File Date Revision Number
Comments:
Legal Ad
SUB APPLICATION(s)
Type Sub Application Date Comments:
Stormwater Management/BMP Plan 05/22/2009
Erosion and Sediment Control Plan 05/22/2009
APPLICANT / CONTACT INFORMATION
Plan Preparer
Name Hussey,Gay,Bell&DeYoung,Inc.Alan E.townsend,PE/Gary Jensen Phone # (843) 849-7500
Street Address 474 Wando Park Blvd Suite 201 Fax # (843) 849-7502
City/State Mt Pleasant SC Zip Code 29464-0000
E-mail gjensen@hgbd.com Cellular# ( ) -
Primary Contact
Name Michele C.Wright Phone # (540) 862-2551
Street Address 102 Trout Lily Drive Fax # (877) 274-0926
City/State Covington VA Zip Code 24426-0000
E-mail michelew@Idreeves.com Cellular# ( ) -
Owner/Applicant
Name SHOPPING CENTER ASSOCIATES C/O SIMON DEBARTOLLO GROUP Phone # (317) 263-7992
Street Address P 0 BOX 6120 Fax # (877) 274-0926
City/State INDIANAPOLIS IN Zip Code 46207-
E-mail michelew@ldreeves.com Cellular# ( ) -
General Contractor
Name TBD Phone # ( ) -
Street Address Fax # ( ) -
City/State Zip Code -
E-mail Cellular# ( ) -
Signature of Contractor or Authorized Agent Date
Application for Review of
.fir►
Erosion & Sediment Control Plan & Stormwater •
ManagementBMP Plan & Stream Buffer Mitigation Plan
• Erosion & Sediment Control Plan M Stormwater Management/BMP Plan ❑ Stream Buffer Mitigation Plan
❑ E&S Plan Amendment ❑ SWM Plan Amendment
(Previous Plan# ) (Previous Plan# )
❑ E&S Plan with Variance ❑Request for Exception
#of Variances ❑ SWM Plan Resubmittal
❑ E&S Plan Resubmittal WPO Application#
WPO Application#
Submit 2 copies each of applicable plans/narrative/computations
Project Name: Red Lobster Seafood Co.
Tax map and parcel: 61-133 Zoning: PDSC
Amount of Land Disturbance: 2 .12 Acres
Location of property(landmarks,intersections,or other): Paved parking area fronting on Rio Rd. adjacent to the signalized
entrance to Fashion Sq. Mall & adjacent to the vitamin Shop
Contact Person(Who should we call/write concerning this project?): Mi ehe le C. Wright
102 Trout LilyDr. Covington VA 24426
Address City g State Zip
Daytime Phone(54 p 862 2551 Fax#(877 274 0926 E-mailmichelew@ldreeves .com
Owner of Record Shopping Center Associates c/o Simon Debartollo Group
Address P O Box 6120 City Indianapolis State IN Zip 46207
Daytime Phone(311 263 7992 Fax#(877 274 0926 E-mail michelew@ldreeves . com
Contractor TBD
Address City State Zip
Daytime Phone( ) Fax#( ) E-mail
PlanPreparer Hussey, Gay, Bell & DeYoung, Inc. Alan E. Townsend, PE / Gary Jensen
Address 474 Wando Park Blvd. Suite 201City Mt . Pleasant State SC Zip 29464
Daytime Phone(841849 7500 Fax#(843849 7502 E-mailgiensen@hgbd.com
Owner/Applicant Must Read and Sign
By signing this application as owner,I hereby certify that all requirements of the approved Erosion Control Plan,Stormwater
ManagementBMP Plan,and/or Mitigation Plan will be complied with and I have the authority to authorize the land disturbing activities and
development-on the atsbject property. I hereby grant the County of Albemarle the right to enter upon the property as required to ensure
e with the droved plarh
05/18/09
a e cOW4er,Contrast P i teaser Date
Brett Mashchak 407 245 6971
Print Name Daytime phone number of Signatory
FOR OFFICE USE ONLY WPO# ,�y� L o
Fee Amount$J'(1'C°Date Paid5 u By w ho? 6/•/ C r Receipt# �J�7/ CIO f?,7 J By: y(,G
)
3e)(), 6C) -22--o ci /3 n T 750� 0 Revised September 15,2008 Page 1 of 3
EROSION CONTROL PLAN: (SUBMIT 2 COPIES)
Land disturbing activity pertaining to single family dwelling unit:
1. Plan Review S150 per review
(TO BE PAID AT TIME OF APPLICATION AND EACH SUBMITTAL THEREAFTER UNTIL APPROVAL)
2 Permit and First Year Inspection Fees $150
(TO BE PAID PRIOR TO SCHEDULING PRECONSTRUCTION CONFERENCE FOR EROSION
CONTROL PERMIT)
3. Annual Permit Renewal and Inspection Fees $150
(TO BE PAID ANNUALLY,STARTING WITH SECOND YEAR,UNTIL COMPLETION OF APPROVED
PLAN REQUIREMENTS)
4. Each reinspection $150
(REINSPECTION FEES ARE INVOICED TO THE LANDOWNER)
Land disturbing activity pertaining to non-exempt agricultural land:
5. Plan Review $150 per review
(TO BE PAID AT TIME OF APPLICATION AND EACH SUBMITTAL THEREAFTER UNTIL APPROVAL)
6. Permit and First Year Inspection Fees $150
(TO BE PAID PRIOR TO SCHEDULING PRECONSTRUCTION CONFERENCE FOR EROSION
CONTROL PERMIT)
7. Annual Permit Renewal and Inspection Fees $150
(TO BE PAID ANNUALLY,STARTING WITH SECOND YEAR,UNTIL COMPLETION OF APPROVED
PLAN REQUIREMENTS)
8. Each reinspection $150
(REINSPECTION FEES ARE INVOICED TO THE LANDOWNER)
All other land disturbing activity:
9. Plan Review,Disturbed Area Less Than One Acre $150 per review
(TO BE PAID AT TIME OF APPLICATION AND EACH SUBMITTAL THEREAF I ER UNTIL APPROVAL)
10. Permit and First Year Inspection Fees, Disturbed Area Less Than One Acre $200
(TO BE PAID PRIOR TO SCHEDULING PRECONSTRUCTION CONFERENCE FOR EROSION
CONTROL PERMIT)
11. Annual Permit Renewal and Inspection Fees, Disturbed Area Less Than One Acre $200
(TO BE PAID ANNUALLY,STARTING WITH SECOND YEAR,UNTIL COMPLETION OF APPROVED
PLAN REQUIREMENTS)
12. Plan Review,Disturbed Area One Acre or Larger $300 per review
(TO BE PAID AT TIME OF APPLICATION AND EACH SUBMITTAL THEREAFTER UNTIL APPROVAL)
13. Permit and First Year Inspection Fees,Disturbed Area One Acre or Larger $100/per disturbed acre
(TO BE PAID PRIOR TO SCHEDULING PRECONSTRUCTION CONFERENCE FOR EROSION
CONTROL PERMIT)
14. Annual Permit Renewal and Inspection Fees, Disturbed Area One Acre or Larger S 100/per disturbed acre
(TO BE PAID ANNUALLY,STARTING WITH SECOND YEAR,UNTIL COMPLETION OF APPROVED
PLAN REQUIREMENTS)
15. Each reinspection $250
(REINSPECTION FEES ARE INVOICED TO THE LANDOWNER)
16. Amendment to Approved Plan S 180/per plan review
(TO BE PAID AT TIME OF APPLICATION AND EACH SUBMITTAL THEREAFTER UNTIL APPROVAL)
17. Variances $760/per request
(TO BE PAID AT TIME OF APPLICATION)
18. SUBTOTAL EROSION CONTROL PLAN $ 3 0 0 . 0 0
Revised September 15,2008 Page 2 of 3
11
STORMWATER MANAGEMENT/BMP PLAN & MITIGATION PLAN: (SUBMIT 2 COPIES)
19. Stormwater Management/BMP Plan $300/per plan review
(TO BE PAID AT TIME OF APPLICATION AND EACH SUBMITTAL THEREAFTER UNTIL APPROVAL)
20. Major Amendment of Plan $180/per plan review
(TO BE PAID AT TIME OF APPLICATION AND EACH SUBMITTAL THEREAFTER UNTIL APPROVAL)
21. Request for exception $240
(TO BE PAID AT TIME OF APPLICATION)
22. Request for development in a stream buffer or for reduction or modification of stream
buffer and mitigation plan(if not part of another document)—Single family dwelling unit
or accessory structure $85
(TO BE PAID AT TIME OF APPLICATION)
23. Each inspection or reinspection $60
(INSPECTION/REINSPECTION FEES ARE INVOICED TO THE LANDOWNER)
24. Mitigation Plan $860
(TO BE PAID AT TIME OF APPLICATION)
25. SUBTOTAL SWMJBMP PLAN $ 300 . 00
TOTAL APPLICATION FEE: (Add lines 18 and 25) $ 600 . 00
THE OWNER SHALL BE RESPONSIBLE FOR ALL REINSPECTION AND/OR ANNUAL RENEWAL
FEES WHICH MAY BE CHARGED TO THIS PROJECT.
Revised September 15,2008 Page 3 of 3
l%
Erosion & Sediment Control Plan Checklist
L.
it eAr•` ,�[69'r\,
lear
Name of Plan: iR6b t-oBsr- P...ES?ave 1"
Plan No.:
Date:
Number of Copies: Narrative ON ca.a Plans o2
The following step-by-step checklist will assist applicants with the preparation of an erosion & sediment control plan in
accordance with the ordinance.
Narrative will include:
(21. R Project Description -Briefly describes the nature and purpose of the land disturbing activity, and the area (acres)
to be disturbed.
e 7.2 P Existing Site Conditions-A description of each of the following: existing topography,vegetation and drainage.
Ct.1.-R ' Adjacent Areas - A description of neighboring areas such as streams, lakes, residential areas, roads, etc., which
might be affected by the land disturbance.
C11- V Off-Site Areas - Describe any off-site land disturbing activities that will occur (including borrow sites, waste or
surplus areas, etc.). If no off-site areas will be disturbed as part of this site,then this must be clearly stated in the
narrative.
C1 .-Pi Soils -A brief description of the soils on the site giving such information as soil name, mapping unit, erodibility,
permeability,depth,texture and soil structure based on the"USDA Soil Survey of Albemarle County,Virginia".
C Li-I mot',—,/ Critical Areas - A description of areas on the site which have potentially serious erosion problems (e.g., steep
slopes,channels,wet weather/underground springs,etc.).
Ct 1-[r Erosion & Sediment Control Measures - A description of the methods which will be used to control erosion and
sedimentation on the site.(Controls should meet the specifications in Chapter 3 of the Handbook.)
G1't4J Permanent Stabilization - A brief description, including specifications, of how the site will be stabilized after
construction is completed.
0,ti Or Stormwater Runoff Considerations - Will the development site cause an increase in peak runoff rates? Will the
increase in runoff cause flooding or channel degradation downstream? Describe the strategy to control
stormwater runoff.
0.1L 11( Calculations-Detailed calculations for the design of temporary sediment basins,permanent stormwater detention
basins,diversions,channels,etc. Include calculations for pre-and post-development runoff.
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61 ti[ Maintenance - A schedule of regular inspections and repair of erosion and sediment control structures should be
set forth. The Department of Engineering&Public Works suggests the following as a minimum guideline:
Maintenance: In general, all erosion and sediment control measures will be checked daily and after each
significant rainfall. Specific attention will be given to the following items:
a. Sediment basins and/or traps will be cleaned and maintained in accordance with the Virginia Erosion &
Sediment Control Handbook.
b. All gravel outlets will be checked regularly for sediment buildup that will prevent proper drainage. If the
gravel is clogged by sediment,the gravel will be removed and cleaned,or it will be replaced.
C1110 Minimum Standards -All applicable Minimum Standards must be addressed. The following minimum standards
must be included in all narratives:
Er 4(1): Permanent or temporary soil stabilization shall be applied to denuded areas within seven
days after final grade is reached on any portion of the site. Temporary soil stabilization shall be
applied within seven days to denuded areas that may not be at final grade but will remain dormant
(undisturbed)for longer than 30 days. Permanent stabilization shall be applied to areas that are to
be left dormant for more than one year.
is " 4(4): Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended
to trap sediment shall be constructed as a first step in any land disturbing activity and shall be
made functional before upslope land disturbance takes place.
[r 4(5): Stabilization measures shall be applied to earthen structures such as dams, dikes and
diversions immediately after installation.
ILF 4(17): Where construction vehicle access routes intersect paved public roads,provisions shall be
made to minimize the transport of sediment by (vehicular) tracking onto the paved surface.
Where sediment is transported onto a public road surface,the road 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 provision shall apply to individual subdivision lots as
well as to larger land disturbing activities.
V4(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 administrator. Trapped sediment and the disturbed soil
areas resulting from the disposition of temporary measures shall be permanently stabilized to
prevent further erosion and sedimentation.
Erosion& Sediment Control Plan will include:
('�,� [✓] Vicinity Map - A small map locating the site in relation to the surrounding area. Include any landmarks that
might assist in locating the site.
Au.. (A/ Indicate North-The direction of north in relation to the site.
CZZQi Limits of Clearing & Grading - Areas that are to be cleared and graded (including demolition of existing roads
and structures).
05 February 2003
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CD-8
�,2.'d ✓� Existing Contours-The existing contours of the site.
✓� Final Contours-Changes to the existing contours,including final drainage patterns.
C�3 �✓ Existing Vegetation-The existing tree lines,grassed areas,or unique vegetation.
ea; 4 Soils - The boundaries of different soil types. Contact the Department of Engineering & Public Works, Erosion
Control section(434)296-5861 if you are unsure of the soils on your site.
Ca.a ✓4 Existing Drainage Patterns - The dividing lines and the direction of flow for the different drainage areas
(including the areas for each inlet and E&SC measure) to verify adequacy. Note the size (acreage) of each
drainage area.
J I P ❑ Critical Erosion Areas - Areas with potentially serious erosion problems. (See Chapter 6 of the Handbook for
criteria.)
%y'�- ✓� Site Development-Show all improvements such as buildings,parking lots,access roads,utility construction,etc.
CM ✓ - Location of Practices-The locations of erosion and sediment controls and stormwater management practices used
on the site. Use the standard symbols and abbreviations in Chapter 3 of the Handbook.)
PIA ❑ Off-Site Areas - Identify any off-site land disturbing activities (e.g., borrow sites, waste areas, etc.). Show
location of erosion controls. (Is there sufficient information to assure adequate protection and stabilization?)
C2.3 [r Detail Drawings - Any structural practices used that are not referenced to the E&S Handbook or local handbooks
should be explained and illustrated with detail drawings.
C2.1 I ''j' Dust Control—Dust control must be provided on all projects. Include the dust control symbol on the plan sheet.
CT/ Construction Entrance-Wash rack if necessary.
►JAR ❑ Note for the erosion control measures located on subdivision lots: "The developer shall reserve the right to install,
maintain, remove and/or convert to permanent stormwater management facilities (where applicable) all erosion
control measures required by this plan regardless of the sale of any lot."
Miscellaneous Information
isq n Waste Areas-Must comply with all waste area regulations(refer to Waste Areas Checklist).
Nth I I Borrow Areas-Must comply with all borrow area regulations(refer to Borrow Area Checklist).
[]- Critical (25%) Slopes - Grading and construction activity in these areas must comply with the County Code,
Chapter 18 -4.2.3
05 February 2003
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Waste Areas Checklist
Name of Plan:
Plan No.:
Date:
Waste areas shall be permitted in all zoning districts(County Code,Chapter 18 -4.3.01).
An erosion control permit may be issued for filling of earth with spoils obtained from grading, excavation, or other lawful
earth disturbing activity prior to the approval of a site development plan or subdivision plan (Section 7-5(b) - Erosion
Control Ordinance).
❑ Commercial Districts: 20'buffer zone required if adjacent to residential or rural districts. Screening shall
be provided as required in Section 32.7.9.8 of the Zoning Ordinance (Section 21.7.3 - Zoning
Ordinance).
❑ Industrial Districts: 30'buffer zone required if adjacent to residential or rural districts. Screening shall be
provided as required in Section 32.7.9.8 of the Zoning Ordinance(Section 26.10.3 - Zoning Ordinance).
❑ Flood Hazard Overlay Districts:
a. Zoning Administrator and County Engineer approval needed for filling within the 100-year flood level
(Section 30.3.3.2 -Zoning Ordinance).
b. All necessary permits and/or other approvals need to be obtained from those government agencies from
which approvals are required (State Water Control Board, Virginia Marine Resources Commission, Corps of
Engineers,Department of Health,etc.)(Section 30.3.3.2-Zoning Ordinance).
❑ Operations Plan and/or Narrative: Waste areas exceeding an aggregate volume of 10,000 cubic yards must submit
an operations plan and/or narrative in conformance with the requirements of Section 5.1.28 of the Zoning
Ordinance.
❑ Compliance with County Code, Chapter 18 -4.3: In districts other than RA, cutting of trees shall be limited to
dead trees and trees of less than six (6) inches in diameter measured at six inches above the ground. (Approval
from the Zoning Administrator for removal of trees.)
05 February 2003
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Borrow Areas Checklist
o
Name of Plan:
Plan No.:
Date:
Borrow Area/Borrow Pit-A location at which soil and other related material is removed from the site for transportation
to another site. Removal of soil and other related material as necessary to establish another permitted use upon the same
site shall not be considered as the establishment of a borrow area or borrow pit. (Definitions-Zoning Ordinance).
❑ Rural Areas: Allowed by right (Code Chapter 18 - 10.2.1). Special use permit required when exceeding an
aggregate volume of 50,000 cubic yards(Code,Chapter 18- 10.2.2).
❑ Natural Resource Extraction Overlay District: Code,Chapter 18 - 30.4.2.1, removal of soil is allowed by right
except as otherwise provided in 18 - 10.2.1.18 (RA Zone)and in 18 - 10.2.2.40(RA Zone by Special Use Permit).
❑ Permit required from the Zoning Administrator prior to commencing any natural resource extraction (Code
Chapter 18 -30.4.3).
❑ Operations Plan and/or Narrative: Borrow areas exceeding an aggregate volume of 10,000 cubic yards must
submit an operations plan and/or narrative in conformance with the requirements of Section 5.1.28 of the Zoning
Ordinance.
❑ Flood Overlay District:
a. Zoning Administrator and County Engineering approval needed for a borrow area located within the 100-year
flood level(Code Chapter 18-30.3.3.2).
b. All necessary permits and/or other approvals need to be obtained from the following government agencies
from which approvals are required: 1) State Water Control Board; 2) Virginia Marine Resources
Commission; 3)Corps of Engineers; and 4)Department of Health(Code Capter 18 -30.3.3.2).
❑ Planning Comments
05 February 2003
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(J
ALBEMARLE COUNTY COMMUNITY DEVELOPMENT
ENGINEERING REVIEW
FINAL PLANS CHECKLIST
11 Aug 2008 (Use the latest checklist at the time of submittal from www.albemarle.org)
Ne�y plans or resubmittals-application information: (applicable to any type of plan)
✓ Completed applications(SDP,WPO,etc)[18-32.4.3.2,18-32.3.9,17-203,17-303]
A/ application fee or resubmittal fee
/4IP copies of federal and state permits(Army Corps,VDEQ,etc)[Policy]
NM A completed copy of the standard stormwater maintenance agreement and fee for recordation for any stormwater management facilities[17-304E]
N I►► copies of manufacturer's approval of the plan for any manufactured stormwater management facilities(filter a,stormfilter,sandfilter,etc.)[Policy]
KIp pro-rated share payment for any sites which drain to County regional stormwater management facilities. (This should have been identified with the
preliminary plan/plat)[17-316]
Amendments: (amendments without these items may be returned without review)
tit/A. the approved plan must be included in the plan set,with the specific areas of amendment clearly outlined by bubbling or circling. The approved
plan must not otherwise be altered.
0I/4 A detail on a subsequent new sheet must provide the amended features as referenced in the bubbled or circled area of the approved plan.
IJ1A If the site is built or under construction,details on new sheets must contain accurate as-built information.
Title information:(applicable to any type of plan)
ALL project title[18-32.6.6]
AL1, professional seal,signed and dated for site plans,major amendments,stormwater plans,or road and drainage plans[18-32.6.1]
C 1.i vicinity map[18-32.6.6]
Existing conditions information:(applicable to any type of plan)
CI.3 accurate current existing topography at the time of submittal,including all existing site features,and any recent disturbances,all at a legible scale
[18-32.6.6,14-302]
CI.3 date and source of the topographic information: All topography should be at least visually field verified by the designer within the last year[18-
32.6.6,14-302,Policy for date]
C1.1413 benchmark location,elevation and datum for topography. An existing utility or other known position will suffice.[Policy]Dt fl"a l.[OTe 1#t C)•Z
u1 A WPO buffer limits;100'from stream or wetland bank,200'from reservoirs,or floodplain limit if greater[17-317]
p floodplain limits,including 100yr flood limits for any channel with a drainage area of 50+acres[18-32.6.6d,14-302]
pl]p FEMA map and date references labeled for FEMA floodplain[Policy]
ALL- all existing easements(access,drainage,sight,sanitary easements,etc.)with deed book references,locations and dimensions[18-32.6.6,14-302]
N/f► all slopes 25%and over(critical slopes by County Zoning Ord.)are shaded[18-32.6.6,14-302]
Proposed plan view information:(applicable to final site plans, road and drainage plans)
Grading:[18-32.6.6,14-303]
Cy I proposed topography at minimum 2'contour intervals—tied into existing contours,as well as all proposed site features.(Sites with less than 6'of
grade change should consider using smaller contour intervals.)
CO•I proposed slopes are all 2:1(honzontal:vertical)or flatter[Policy]
0.1-U•1 proposed slopes steeper than 3:1 have low maintenance(not grass)ground cover specified on the plan[Policy]
CTy,l existing critical(25%)slopes are not disturbed,unless a waiver has been granted by the Planning Commission for the disturbance. [18-4 2,14-304]
-TA—
retaining walls labeled with maximum height(walls require building permits according to Building Official policy)
iJLA safety railing shown for retaining walls over 4'high(building permit may be more strict)[Policy]
I A guardrail with VDOT designations shown for retaining walls next to parking or travelways[18-32.7.2]
Easements:[18-32.7.4, Subdivision Ordinance,Article IV,Division 4]
✓ all proposed permanent easements,dimensioned and labeled
Examples of easements are:
IAA sidewalk easements for sidewalks to be maintained with streets
C J private sanitary sewer easements for private lines crossing lots
GsJ public sanitary sewer easements per ACSA
1J lh drainage easements for any drainage passing through the site from off-site,or for drainage crossing proposed property lines.
IJ]A stormwater management easements over all facilities and associated structures and access
iJIP access easements
a 1A intersection or entrance sight easements
IJipi all drainage easements are a minimum 20'wide. Required width:10'+(pipe dia.or channel width)+2'+2(depth-5'). The pipe,channel or
structure must be within the center third of the easement.[Policy to allow for adequate easement width for excavation]
AIfA no structures or trees within drainage easements[Policy to allow for excavation]
Entrances and right-of-way improvements:[per VDOT Subdivision Street Requirements]
iJIA all entrances with a VDOT designation(PE-1,CG-9a,etc)
Nip entrances do not exceed 4%grade for a distance of 40'from the intersected street,measured anywhere in the entrance[18-4.12.17]
IA unobstructed sight distance lines at entrances,less than 10'x Speed Limit of intersected streets,measured from a point 10'off the edge of pavement
of the intersected street
f tA� 12.5'minimum radii on entrances(or per VDOT requirements,typically 25'-35')
Apr VDOT approval is obtained for any plan affecting public right-of-way
AA turn and taper lanes with lengths and widths labeled (taper at 12:1 with 12'lane widths)
Parking and circulation:[18-4.12]
Cal 100'on-site sight distance is maintained by use of curbed islands a minimum 6'off building corners or other site obstructions.
C3•I curbing on all parking areas and travelways with VDOT designations(CG-2, CG-6)
Gat loading and dumpster areas accessible at all times(not behind parking)
C3.I all parking rows protected by curbed islands[Policy per 18-.4.12]
C3.1 minimum 3'width of curbed islands[Policy]
rgI all edges of pavement labeled(where there is no curbing)
parking areas do not exceed 5%grade anywhere,in any direction
C3::- parking width x depth x aisle width is 9x18x24'or 10x18x20' (where a 2'grass overhang is possible parking spaces can be 16'deep per detail 2)
I q parallel parking spaces are 9'x20'(with a minimum aisle width of 20')
Albemarle County
Engineering Final Plan Checklist
Page 2 of 6
C33. loading spaces are 12'x25'(with a minimum aisle width of 24')
C32 travelways without parking are 20'wide measured from curb faces
� parking places are separated from entrances and streets(to prevent queuing onto streets)a minimum 18'from back of the entrance radius
G3'jr sidewalk abutting parking is 6'wide(exclusive of curb),or bumper blocks are provided(see reference details)
C3.1- sidewalks are a minimum 5'wide,exclusive of curb
N]A one-way aisles have a 12'minimum width. (One-way circulation is only permitted when approved with a preliminary site plan)
C3.2 dumpster pads are 10'x10'with 8'in front for wheel beanng(total 18'depth)
Drainage:[18-32.6.6d,14-305,311]
e�{�.. all proposed and existing storm sewer(with arrows indicating direction of flow where it is not otherwise evident)
C'{.i. pnnciple access free of flooding during the 100yr storm
C'i.7. site runoff and entrances do not drain into streets
CL1.S. concentrated runoff(lcfs or greater)does not run across travelways [policy]
C'.2 drainage does not run across,through,or backwater in dumpster areas[18-4.12.19]
C overland relief is provided for any drainage structure or inlet in case of clogging. The failure of any system will not cause structures or yards to
flood.[Policy,info per 14-311,18-32.6.6s]
C`[•Z direction of flow change(or deflection angle)in each drainage structure is 90 degrees or greater(flow should not have to reverse direction)
C41.2 labels on all drainage structures provided(and should match the drainage computations and profiles)
N I R provisions and easements for drainage across 3 or more lots. Dense development where fencing,decking,etc is expected should provide yard inlets
and pipes rather than ditches
Streets:[18-32.6.6,14-304,Subdivision Ordinance Article N Division 2,VDOT Subdivision Street Requirements]
all existing streets with labeled pavement and right-of-way widths,route numbers and street names
a►q all proposed streets,with right-of-way and street names
stationing at 50'minimum on all proposed streets,matching the street profile
Alt street horizontal curve start point,end points and radii labeled,meeting standards(see the reference details)
turnarounds provided on all streets or alleys(see the reference details)
street edge of pavement or curb radii labeled at all intersections and turnarounds(see reference details)
.)IA roundabouts designed per VDOT and ASHTO guidelines(see reference details)
PIA guardrail over any slope steeper than 2:1,wall,or drop-off greater than 4',with start and end sections labeled,and VDOT designations(GR-2,GR-
2a,etc.)
pavement markings dimensioned and labeled
�IJR signs for traffic control shown and labeled:speed limit on all streets,stop signs at all intersections
�!g street name signs at every intersection[County Road Naming and Property Numbering Ordinance and Manual]
14 street tree locations,species and height or caliper
Plan detail information:
k)[A traffic generation and distribution summary(ADT's)
CIALI pavement designs
ALA typical sections for proposed channels with locations referenced from the plan view sheets
CI.•1 sidewalk detail or specification to be a minimum 4"stone base and 4"concrete of 3000psi at 28 days,or stronger.[specs are policy per 14-422]
S?2.1 dumpster pad detail or specification to be a minimum 4"stone base and 6"concrete of 3000psi at 28 days,or stronger,reinforced with a minimum
grid of wire reinforcing or#4 bars at 12"on center.[specs are policy]
NON typical retaining wall details referenced from plan. A typical manufactures drawing for segmental block walls,or VDOT reference,is acceptable,
with any applicable safety railings or guardrail shown.
N details for any pipes or drainage structures through or under walls,showing endwalls,casings,or structural measures to bridge pipes or structures
C 1.1 Albemarle County general construction notes[policy]
Street profiles: (applicable only to road or street plans)
stationing at 50'minimum on all proposed streets,to match the plan view sheets
proposed centerline
existing ground centerline
labeled existing and proposed grade at each 50ft station point
vertical curves provided at all grade transitions
vertical curve start,vertex and end points labeled
vertical curve length and K labeled at each vertex,meeting required design values(see reference details)
percent grades labeled for all road segments,meeting design values(see reference details)
rural street intersections continue the-2%intersected cross grade for a minimum of 20'from the edge of pavement of the intersected street. A low
point is provided off the intersected street. [policy,following VDOT practice]
street grade is less than 4%for a minimum of 40'from the edge of pavement of the intersected street. (This grade can be within the first road curve
which transitions from the 2%intersected cross grade)[policy,follows ord.for travelways 18-4.12]
pipe and utility crossings shown and labeled
cross drain locations shown and labeled with VDOT designations(CD-1,2)at every major cut and fill transition or sag curve
the station of intersections are shown and labeled with the street names
grades are a maximum of 6%in turnarounds
O- grades are a maximum of 4%through roundabouts
Streeet details containing:(applicable to road or street plans)
typical sections for each street,street segment,or alley
pavement widths meeting design standards
pavement crown at%.":1'slope
pavement surface,base,and sub-base thicknesses and materials
curb and gutter where applicable with VDOT designation(CG-6),and stone base of 6"21-A or better(CG-2 also acceptable if a gutter is not needed
for drainage)
shoulder at 1":1'slope or flatter and 4'or greater width for rural sections
maximum slopes of 2:1 or flatter[policy]
proposed slopes steeper than 3:1 have low maintenance(not grass)ground cover specified on the plan[Policy]
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Albemarle County
Engineering Final Plan Checklist
Page 3 of 6
guardrail over all fill slopes and culverts,with 3'additional shoulder,using VDOT designations(GR-2,GR-2A,etc.)
right-of-way/easement width,centered on street,meeting design standards
sidewalk location and widths,minimum 5'width,4"concrete surface,4"21-A stone base,with underdrains(UD-4,etc)per VDOT standards where
applicable
planting strip if applicable,6'minimum width[14-422]
ditches dimensioned at 3.1 slope from shoulder,I'depth min.,and 4'min.width from shoulder to ditch centerline,for rural sections
alleys have 12'pavement width,with 14'wide stone base[14-410]
transitioning detail(20'minimum)for roll-top curbing in front of any inlets
Albemarle County general construction notes for streets
Drainage profiles:(applicable to site plans,road and drainage plans) [14-311,18-32]drainage profiles for each pipe,structure or channel must contain:
existing ground
C/..I proposed ground
,J any channel linings
C4.1 all utility crossings
a VDOT designation(MH-1,DI-3B,etc.)for each structure
throat length for each drop inlet
q grate type for each grate inlet
i,.(( a label on each structure to correspond with the computations
CJ matenal and strength class or gage of each pipe
manhole access every 300'for 15"-42"or 800'for 48"or greater
ClE,_[. pipe slopes at 0.5%min.to 16%max.(per VDOT Ands for anchors over 16%)
AllA concrete inlet shaping(IS-1)specified on any structure with a 4'or greater drop
yA_ safety slabs(SL-1)in any structure taller than 12'.
C4•I top or nm elevation for each structure
CI,.I all invert elevations for each structure(with positive flow drop between inverts).
N/p end sections(ES-1)or endwalls(EW-1)on all pipe outlets. Endwalls for culverts 48"or taller
ltl/ scour outlet protection at all outlets,corresponding to computations
Drainage computations:(applicable to any plan proposing pipes,channels,etc.)Pipe computations for all pipes
All proposed systems are designed within open channel full flow capacities.
IJ/pr For systems within drainage easements,all proposed pipes area minimum 15"in diameter
UrA There are no excessive outlet velocities(>15fps)
N Iq County Engineer approval has been obtained for existing systems which may exceed open channel flow capacity
Curb inlet computations for any curb inlets on grade
All spreads are less than 10'
▪ carryover is accounted for
100%capture at entrances so no flow runs out entrances into travel lanes
ALP( 100%capture or overland flow of capacity storm to stormwater management facilities
Curb inlet computations for any curb inlets in sump conditions
C VS All flow depths are below 6"in the capacity table
01.3 All spreads are less than 10'
Ly 100%capture or overland flow of capacity storm to stormwater management facilities
Ditch computations for any ditches
ditch linings specified per plans meet velocity requirements
Culvert computations for any culverts
N p- headwaters<1.5 x culvert height,and 18"below shoulder elevation of streets.
Outlet protection computations for all outlets
6t19. dimensions and stone sizes for all outfalls
Pro sed pipe and inlet drainage area map
!! limits of all areas and sub-areas draining to proposed structures,and existing structures or channels which will be impacted
C44,3 acreage of each drainage area as used in computations
v43 hydrologic coefficient for each drainage area as used in the computations
c4.3 time of concentration for each drainage area as used in the computations
(l.1 destination structure labeled for each drainage area
Stormwater management plan:(applicable to any plan containing stormwater management facilities)[17-303,304,and the Virginia Stormwater Management
Handbook]
Existing drainage area map:
existing conditions for site and off-site areas draining to proposed stormwater facilities(The stormwater management analysis should not include
off-site areas which do not drain to proposed facilities)
drainage divides for all drainage areas to proposed facilities as used in computations
acreage of each drainage area,labeled on the map area and matching comps
coefficient used for each drainage area as used in comps
R.. to _ time of concentration for each drainage area where applicable as used in comps
✓� U Proposed drainage area map:
proposed conditions for the site and any off-site areas draining to proposed stormwater facilities(The analysis should not include off-site areas
which do not drain to proposed facilities)
drainage divides for total drainage areas(not sub-areas)to proposed facilities,matching the computations. Sub-areas may be shown on added
exhibits or sheets.
acreage of each drainage area,labeled on the map matching comps
coefficient for each drainage area,labeled on the map matching comps
I __ time of concentration for each area labeled on the map where applicable,matching comps
for future development to be considered in the analysis,include assumed land uses,impervious areas,and hydrologic coefficients on the proposed
drainage map
I
Albemarle County
Engineering Final Plan Checklist
Page 4 of 6
Plan view and details:
stormwater facility and site layout as shown on the site or subdivision plan sheets,preferably at a scale of 1"=30'or 1"=20'.
90%or more of site development captured in facilities for water quality(ordinance requires as much as practicle,90%is a target)
Albemarle County general stormwater notes
facilities are not in the floodplain
facilities are not in buffer areas
facilities meet or exceed requirement removal rates
facilities are off-line of major streams
facilities are not built over any other utilities(sanitary sewer,water,gas,fiber optic,etc.)
permanent stormwater management easement encompasses 100yr high water mark,all structures(embankments if present)and access
flow is not short-circuited,flow path is 2:1 or greater in all water quality facilities,without the use of baffles or extended dikes
Cross-section details of each facility including;
embankments(between 3 and 25 ft in height)
top width 8ft min.,10'for heights 15'to 20',12'for dams over 20',heights measured from the outside toe
upstream face slope 2:1 or flatter,labeled
downstream slope 3:1 or flatter,labeled
10yr and 100yr high water elevations labeled with 1 ft freeboard for 100yr storm with emergency spillway or 2 ft freeboard without
emergency spillway
an impervious core
a cutoff trench of minimum 4'wide, 4'deep and 1:1 sloped sides
principle spillway
riser crest 1'below emergency spillway if present
riser crest stays within weir flow control during the l0yr storm
trash racks over all inlets and controls to prevent clogging
trash rack over riser crest is not flat(no DI-7's)
riser size and materials labeled
ill barrel size,strength,material,inverts and slope labeled
all orifices,weirs or other control devices labeled with dimensions and inverts
control orifices not more than 25%of riser perimeter at any point(does not affect riser structural integrity,25%is a target)
riser base size and dimensions labeled
access to riser is provided(riser should be in dam,not free-standing)
emergency spillway dimensioned and labeled
invert labeled
dimensions in control section
dimensions in channel section provided if different than control section
linings labeled and shown where applicable
_ spillway over native soils,and/or sufficient armoring provided
sediment forebays provided for all retention basins,constructed wetlands,and basin biofilters at all inlets
sized to 0.25"of runoff per impervious acre(can be included in WQV)
direct vehicle access provided
biofilters with minimum floor dimensions labeled
1j— does not receive any stream base flows,and;
0 areas of sheet flow into facilities are protected from erosion by appropriate scour protection stone or energy dissipation measure
plants are shown and labeled with height or caliper
11) 3 plant species are specified(3 trees if present,3 shrubs)with sizes
biofilter floor is 2.5%of impervious cover for type I,or 4%of impervious cover for type II
2.5'depth of sand/soil media
1'-1.5'stone drain in geotech fabric under media,with 6"perforated PVC pipe to daylight
0.5'ponding depth provided in facility
overflow provided
( bfiter area is flat
_ cleanouts are provided at the end of the underdrain pipe,and every 50'
in subdivisions,facilities are in open space where present. In subdivision with no open space,facilities are out of yards and away from residences.
Facilities must not be a nuisance in design or location.[17-304F]
overland relief is provided for any facility in case of clogging. The failure of any system will not cause structures or yards to flood[17-304F]
Retention basins have appropriate water quality volume;3WQV for type I,4WQV for type II.
good base flow,or 10 acres or more drain to the pond
normal pool elevation is labeled on plans
15%of surface area is a depth of 1.5'or less
15%of surface area is a depth of 1.5'to 2'
70%of surface area is a depth of 2'to 6'(greater depths are counted in WQV)
a 10'-15'vegetated strip/safety bench is provided around the perimeter
for Type III,a 10-15'wide and 1-1.5'deep aquatic bench is provided
typical 10'x10'planting area specified for aquatic bench
_ at least 3 species of aquatic plant used
extended detention basin II(enhanced)has marsh zones
normal pool elevation is labeled on plans
20%pool areas 1.5'-4'deep
40%shallow marsh 0.5'-1.5'deep,contains 1 WQV
_ 40%high marsh 0.5'deep or less
as-built data is provided for existing ponds and drainage structures and facilities
existing ponds and drainage structures and facilities are brought up to current standards(the rest of this list)
vehicle access roads provided to all facilities
= access graded to 10'width and less than 20%grade
minimum 10'wide permanent easement over access
Albemarle County
Engineering Final Plan Checklist
Page 5 of 6
_ gravel surface or better for grades over 10%
underground facilities have adequate manhole access at upstream and downstream points.
— manufactured pre-fabricated water quality facilities have a written approval of the plan from the manufacturer.
minimum pipe sizes into and out of the facility are 15"diameter for maintenance
Stormwater management computations:(Applicable to any plan with regulated by the Water Protection Ordinance)
water quality removal rate computation summary for each facility
detention computation summary for each facility
channel computations for erosion and capacity for emergency spillway channels
drawdown computations for any extended detention facilities
riser floatation computations for risers which are not concrete,or are taller than 10'
routing model and results for each detention facility
hydrology for each facility used to generate inflow hydrographs including;
hydrologic land use coefficients(CN,C),areas and flow times
for the modified rational method,the critical durations used for the peak basin volume events for 2yr,10yr and 100yr storms
as closely as possible,the drainage areas represent the site development,and not off-site areas
computations are provided for composite coefficients
V1 reasonable C values are used(0.25 for woodlands,0.3 for pasture or pre-dev grass,0.35 for dev.yards,0.75 for gravel)
- times of concentration are representative of watersheds. If the omission of small sheet flow areas yields a higher peak flow,the small
sheet flow areas are not used. Sheet flow should not exceed 200'.
times of concentration generally decrease with development
= areas over 50 acres make use of more than one hydrologic method to verify computation of peak flows
- contour areas and elevations used for storage,matching the plans
a stage-storage(elevation vs.storage volume)table with water quality volume requirements computed for facilities with volume requirements
the hydraulic dimensions and coefficients for each weir,orifice,culvert or other control structure used in the routing model,matching plans
_, flow control is maintained by the riser when present,not the outlet barrel pipe
detention storage and routings are over and above water quality volumes
st st Mitigation Plan(per the Water Protection Ordinance)
existing conditions as shown on existing conditions sheets(can be to a smaller scale)
proposed conditions as shown on the site or subdivision plan sheet
outlined and/or shaded areas of buffer disturbance,with acreages labeled,matching the disturbances shown on the erosion control plan.
outlined and/or shaded areas of mitigation,with acreage labeled
for re-plantings,mitigation area is two times disturbed area
for channel restoration,1'of restored channel for every 100sf of disturbed buffer.
stations at every 50'min.with existing and proposed cross-sections provided for restoration
planting plan for mitigation areas per Riparian Buffers Guidance Manual by CBLAD
detail provided for typical spacing(i.e.20'x20'detail with placement).
native plants used with species,size,root condition specified
maintenance narrative and schedule on plan,including a completion date.
v areas restored or replanted for mitigation must be protected in easements or by maintenance agreements.
all concentrated discharges treated or extended to adequate channels to preserve buffers.
Erosion and Sediment Control Plan:(per the Water Protection Ordinance)[Items taken from Water Protection Ordinace,Article I,and the Virginia Erosion
and Sediment Control Handbook,minimum standards and specifications]
Narrative:
GZ•Z narrative and project title
422- project description
11.- existing site conditions description
G2Z adjacent areas description
G2.2 off-site areas description including any off-site areas for borrow,waste or other disturbance.
Lt special use permit for cut greater than 50,000cy in RA zoning
v2.2 soils descriptions
GZ:i- County erosion control notes
G2.2 stormwater runoff considerations:this can refer to the stormwater management plan
jg sediment basin design computations summary for each sediment basin
sediment trap design computation summary for each sediment trap
Erosion and sediment control plan:
C1 a limits of clearing and grading encompassing all disturbances,entrances,staging and parking areas,areas where sediment laden runoff will cross,or
any construction related activities. This must match any landscaping and conservation plans
CD'L- a construction entrance(CE)draining to a sediment trap or basin
Ciet dust control symbols(DC)
temporary and permanent seeding symbols(TS,PS)
ale existing contours and topography
C,11. existing drainage divides
C ?, existing vegetation,with trees to be saved located by drip lines. This must match any landscaping and conservation plans
1. protection provided for all stages of construction
CZ1. no erosion control measures in the way of construction access or grading(Diversion dikes or silt fence are not placed in the middle of the site,or
through access or grading. Sediment traps are not under or on top of fill. Construction entrances are not on fill,etc.If the concept for site
protection is not adequate in this regard,further review of the plan may not be possible)
Ct(�r i existing soil boundaries are shown with labels. Areas already disturbed are indicated,with constructed fill depth or cut noted.
C.1 critical erosion areas are identified;areas of constructed slopes,areas near property lines
G2. adjacent off-site disturbances are shown with erosion control facilities
AIL a stockpile location
a staging and parking area,or other construction related areas
Albemarle County
Engineering Final Plan Checklist
Page 6 of 6
NI diversion dikes are used to direct drainage to traps and basins
/Z•Z silt fence is not used across contours in place of diversion dikes. F k1tRE16AGK�7D
CZ.Z. silt fence is limited to areas of sheet flow with V.acre per IOOft of level on-grade silt fence 4—U�IRVblbA6LC•�oOV E ROW O
temporary slope drains(TSD)or diversions are provided to prevent discharge over disturbed or fill slopes Fe..lC E UTt t.t
inlet protection(IP)on all inlets
kit Ft culvert inlet protection(CIP)on all culvert inlets
outlet protection(OP)on all outlets
Op* all watercourses are protected and encroachments minimized
u/A- stream crossing(USC,SC)and diversions are provided at all stream crossings.
CLI.I final contours are shown per the site or subdivision plan sheets
NIA. WPO stream buffers shown and protected undisturbed. Disturbances require WPO Program Authority approval and a mitigation plan.
rJlq Zoning Ordinance buffers shown and protected undisturbed. Disturbances require Planning Commission approval of a waiver.
WI* Floodplain shown and protected undisturbed. Disturbances require a Special Use Permit.
Cy.I final contour shapes and slopes ensure no undrained pockets or stagnant pools
1JIA adequate channels(MS-19)provided for each outfall
NIA all swales and low points at the perimeter of the site have a sediment trap or basin(If the concept for site protection is not adequate in this regard,
further review of the plan may not be possible)
N R all traps and basins are shown with proposed contours
For each trap;
JLI� drainage area is 3 acres or less
tdR sized for total drainage area,including those for in-line upstream facilities
wet storage is 67cy or more
dry storage is 67cy or more
wet storage is 4'deep or less
R wet storage side slope is 1:1 or flatter
dry storage side slope is 2:1 or flatter
k stone weir is 6ft per acre of drainage area
Alfa embankment and stone weir height is 5'maximum from outside toe
fiA embankment top width is adequate(see table 16 reference)
Lp 2:1 length:width ratio for flow path
For each basin;
aIt` sized for total drainage area,including those for in-line upstream facilities
wet storage is 67cy or more
dry storage is 67yr or more
wet storage side slope is 1:1 or flatter
dry storage side slope is 2.1 or flatter
embankment 15'high or less from downstream toe
pnnciple and emergency spillways sized per handbook requirements
embankment has 1'freeboard during 25yr storm with emergency spillway
embankment has 2'freeboard during 25yr storm without emergency spillway
trash rack/anti-vortex device specified per handbook requirements
riser anchor size specified per floatation computation
dewatering device sized for 6+hr drawdown of dry storage:3"dia.minimum
safety fence and signs stating"danger,quick sand,do not enter"provided if near any residential properties,or public access
structures and embankment match permanent design for facilities to be converted to permanent stormwater management facilities
embankment top width is adequate(see reference details)
NIA 2:1 length:width ratio for flow path. If necessary,baffles specified only on temporary structures
Details:
N I R a paved construction entrance detail(see reference details)for projects in the development areas over 10 acres
a typical section for each temporary channel or diversion,referenced from the plan sheets. Existing ground should be shown at the maximum cross-
slope on the plan.
ll• details and copies of Program Authority permissions for any variances.
Misc:
mass grading(also called rough or early grading plans which contain only approximate finished grades and culverts necessary to grade.)can only be
permitted within planned developments where a concept grading plan was approved with the rezoning. The agent(Director of Planning)needs to
formally determine that the grading plan is in general conformity with the approved rezoning plan. Otherwise,all final plans need to be approved
prior to issuance of grading permits.