HomeMy WebLinkAboutSDP201300008 Checklist - Project Closeout (Administrative) 2013-05-16 /
SUBDIVISION/SITE PLAN
FILE CLOSEOUT / IMAGING CENTER INSTRUCTIONS
CHECKLIST
Please complete this form within 30 clays of final action, place in folder and forward to CDA FOR QC
and status label. CDA will forward to the Imaging Center for digital closeout.
1 UB # 2olS-058 PROJECT TITLE N!v„j ` .0FC. cbv,�_ !n 4)44
FULL NAME OF LEAD REVIEWER r Y F INAL ACTION DATE: 1� r3
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f pplication, Ppcz,e 2 Data Entered
4...Staff Report, Ground Water Assessment, or other documents placed in "Docs & Pies"
Hardcopy — File Folder Closeout: All items listed should be placed in project folder, in reverse
chronological order(latest on top).
Please check each item included in this folder. To indicate that an item is not applicable to this file, place an"N/A"
next to the check box. The Lead Reviewer has the discretion to include any item deemed necessary to provide
clarity to the file, please indicate that item on the"Other" lines provided.
Digital Closeout Instructions: Below each item please indicate if Imaging Center is to scan the
document; or, if the document is already in digital format, can be saved to LaserFiche. Please provide the digital
locati 1 (path/name) of the document in the space provided.
Engineering Folder Information/documentation
❑ Scan ❑ Saved location
Application (signature copy)
n Scan n Saved location
Public Notification records/Abutting Owner correspondence
Applicant Correspondence(to/from, memos/emails)
n Scan n Saved location
Col iplete set of printed Review Comments
n Scan n Saved location
Approved an/plat(signed, or stamped "Approved"with Planner/Engineer name)
)an n Saved location
Action ter(Administrative Approval)
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Y hite Envelope- PC/BOS Meeting Package- Staff Report(include plan/plat presented, PC/BOS Action Letter)
❑
can [i Saved location
round Water Assessments
Akn Scan Saved location
Other(Please explain—i.e. Studies)
n Scan ❑ Saved location
10/ 2 her(Please explain—i.e. Studies)
7 At n Scan [1] Saved location
the planner's discretion, copies of unapproved plans/plats may be placed in the file if it is referenced in the
staff report or minutes and lends clarity to the review at a later date. If such plans are included, they should be
clearly m ced as unapproved and contain a note clarifying why it was included.
Scan n Saved location
Additional Information on this nroiect:
CAI': IIn9
P IRGIo
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Project: New Hope Church SDP201300008
Plan preparer: Blackwell Engineering [fax 540-432-7604]
Owner or rep.: New Hope Community Church [fax 434-973-1800]
Plan received date: 23 Jan 2013
Date of comments: 13 March 2013
Reviewer: Max Greene
The Initial Site development Plans (SDP201300008) submitted 05 February 2013 have received
Engineering Review and do not appear to meet Albemarle County's engineering minimum
checklist items for approval. Please adequately address the following comments for final approval:
1) VDOT approval is required for the entrance location. Comments will be forwarded when received.
[DM905, 18-32.7.2.1.b]
2) Please show existing topography extended at least 50' past the property lines. [18-32.5.2.d]
3) Please state the date of the topography. 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]
4) Site appears to have critical slopes that are not delineated on the plan. Please show shading on all
areas on the parcel that exceed 25% slope.
5) This plan appears to be for the construction of phase 1 only. Please remove the phase 2 portion of the
plans from the construction/grading portion of the plan set and show the grading to be completed with
this phase of the project.
6) Please delineate the areas of light verses heavy pavement on the construction plans.
XUpon"initial" plan approval, please submit Stormwater plans with application and fee for official
review.
?k4Upon "initial" plan approval, please submit Erosion and Sediment Control plans with application and
fee for official review.
XPlease see Chapter 17 for Water Protection requirements prior to "final"site plan approval.
•relimmary E&SC comments in advance of WPO application:
a) Plan does not appear to show adequate Erosion and Sediment Control measures to protect adjacent
properties. A Thursday meeting is recommended. See below for meeting request information.
b) Please show the Albemarle County Temporary Paved Construction Entrance detail on the E&SC
plan.
c) Please show areas for the contractors staging, parking, materials storage, and temporary office on
Engineering Review Comments
Page 2 of 3
the construction plan sheet.
d) West side of site appears to require a sediment trap for initial grading until the curbing is installed
to redirect stormwater flows. Silt fence does not meet the State/County requirements for adequate
protection.
e) Sediment trap on the East side of the site is shown in the proposed slope and will need to be
moved to below the slope for adequate protection.
f) Please show proposed elevations on sediment traps for construction and inspection.
g) Culvert inlet protections appears to show 1+acres draining to CIP and will require a sediment trap
design.
h) Temporary construction entrance is shown as a"one-way"entrance. Please show the other lane to
be blocked during construction or widen the entrance to allow for two-way traffic.
i) All pipes will be a minimum 15"for maintenance.
j) Energy dissipation will be required for paved ditch outlets to prevent scouring.
k) Please show profile of culvert under entrance.
I) Paved ditch shown perpendicular to roadside ditch does not appear to work and may cause
blockage and flooding of the roadway. Please change the angle of confluence and show details for
construction and inspection.
m) Paved ditches may require inlet shaping to direct/capture stormwater flows adequately.
n) Roadside ditches do not appear deep enough for the proposed Check Dams and will cause the
roadway to erode if installed. Please show the roadside ditches a minimum 2' (feet)deep to allow
for the check dam installation.
o) Slope armament may be required for"scupper" inlets to SWM facilities to prevent erosion.
p) Underground detention appears to bypass the water quality structure. Please explain.
q) Underground detention requires at least 0.05% slope to prevent extended pounding in structure.
r) All storm drain inlets will be VDOT approved inlets.
Preliminary SWM comments in advance of WPO application
s) Honor existing drainage divides as much as possible. MS-19 will need to be demonstrated for all
outlets.
t) Computations must use SCS methods. The modified rational hydrograph does not provide enough
runoff volume.
u) Use standard VDOT manholes and a minimum 15"pipe. An 8"orifice setup can be used in the
manhole with an overflow to the 15"pipe
v) A minimum slope of is required in the system.
w) Provide pre and post drainage area maps for the facility showing the 3.76 predevelopment acres
and post development area
x) The routings and detention computations must account for areas released undetained, like the
entrance travelway. These areas should be small. Capture as much of the development as possible
for water quality treatment.
y) The bioretention outlet needs to be detailed and should accommodate flow and overflow from the
detention system.
z) Proposed SWM structure appears to be located on rock outcrop. Please provide proof the structure
can be constructed in this location.
aa) Please show SWM for entrance road impervious area.
A Stormwater Management Agreement will be submitted and approved for recordation prior to Final
Site Plan approval. The procedures can be found at this link:
Engineering Review Comments
Page 3 of 3
http://www.albemarle.org/upload/images/forms center/departments/Community Development/forms/
Engineering and WPO Forms/Plan Review =
Stormwater Management BMP Facilities Maintenance Agreement Procedures.pdf
The SWM agreement can be found at this link:
http://www.albemarle.org/upload/images/forms center/departments/Community Development/forms/
Engineering and WPO Forms/Plan Review
Stormwater Management BMP Facilities Maintenance Agreement.pdf
10) Please see Chapter 18-32.6.2 for Final site plan requirements for approval.
11) Please refer to the Albemarle County Design Standards Manual prior to resubmittal. The link to the
ACDSM is:
http://www.albemarle.org/upload/images/forms center/departments/community development/forms/d
esign standards manual/Albemarle County Design Standards Manual 22Oct2012.pdf
Once these comments have been addressed, please submit 3 copies of the revised plans, calculations, and
narratives to Current Development Engineering along with the required review fee and transmittal form.
Current Development Engineering is available from 2:30-4 PM on Thursdays to discuss these review
comments. Please contact Max Greene at 434-296-5832 ext. 3283 or email mgreene @albemarle.org to
schedule an appointment.
[17-204.f] An application for an erosion and sediment control plan that requires modifications,terms,or conditions to be
included in order for it to be approved shall be deemed to be withdrawn if the owner fails to submit a revised plan addressing the
omitted modifications,terms or conditions within six(6)months after the owner is informed of the omitted information as
provided under paragraph(B).
�oF AL
1111
�'IRGIN�
County of Albemarle
Department of Community Development
Memorandum
To: Ed Blackwell (ed @blackwellengineering.com)
Mike Henderson (mike2848 @gmail.com)
From: Megan Yaniglos-Senior Planner
Division: Planning Services
Date: March 21,2013
Subject: SDP-2013-008 New Hope Church- Initial Site Plan
The Planner for the Planning Services Division of the Albemarle County Department Community
Development will recommend approve the plan referred to above when the following items
have been satisfactorily addressed. (The following comments are those that have been
identified at this time. Additional comments or conditions may be added or eliminated based
on further review.) [Each comment is preceded by the applicable reference to the Albemarle
County Code.]
1. [32.5.2(a)] 32.5.1 (a)]The plans need to be printed with black or blue ink.This is so
reductions and copies can be easily made. Revise to be printed not in color.
2. [32.5.2 (a); 32.5.2 (e)] General information; Existing landscape features. The whole
parcel needs to be shown. Provide an existing conditions plan sheet that has the whole
parcel, boundary dimensions, topography, landscaping etc.
3. [32.5.2 (a)]General information. The conditions of the special use permit need to be
stated exactly on the sheet. Revise to the exact language.
4. [32.5.2 (a)] General information. Provide the parcel number and use of the abutting
parcel to the east of the property.
5. [32.5.2 (c)] Phase lines. The phase lines need to close. It is unclear if some of the
improvements are within Phase I or Phase II.
6. [32.5.2 (d)] Topography and proposed grading. The topography being shown is not
sufficient. Provide topo for the entire site with sufficient offsite topography no less than
fifty (50) feet outside of the site.
7. [32.5.2 (d)] Topography and proposed grading. It appears that not all critical slopes are
being shown and the ones that are being shown are not accurate for the field run
topography provided. If using field run topography, indicate all slopes 25%or greater
with shading. If using the County GIS critical slopes,you also need to use the County's
topo.You cannot mit4 and match, either use all field run information, or all County
information. 4 A.." Atta C4 cc- CS tS wife_ 46, Whak-- WA.S aiD(Jro a
8. [32.5.2 (i)]Streets, easements and travelways. Show the right-of-way lines and widths (u1f(( MIA)
for the existing streets. Wait/-C-r
9. [32.5.2 (m)] Ingress and egress. Show the distance to the centerline of the nearest
existing street intersection from the proposed ingress and egress.
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10. [32.5.2 (n)] Existing and proposed improvements. Please show the following:
a. Dimensions of walkways.Are the ones shown typical?Other pavement
dimensions not labeled, provide the dimensions.
b. Outdoor lighting. Is any lighting being proposed? If so please show the locations.
c. Other paved areas. Provide the dimensions for the plaza areas.
d. Provide the proposed paving materials for all walks, parking lots, and plaza
areas on the plan.
11. [32.5.2 (p)] Landscape plan. Provide a landscape plan that complies with section 32.7.9.
Please contact Megan Yaniglos at the Department of Community Development 296-5832 ext.
3004 for further information.
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