HomeMy WebLinkAboutSDP200900008 Application 2009-02-04 Community Development Department
ni County of A.._ 3marle 401 Mc T.. _ Road Charlottesville,VA 22902-4596
qW Voice :(434)296-5832 Fax: (434)972-4126
Planning Application 1
PARCEL/ OWNER INFORMATION
TMP 06000-00-00-05700 Owner(s): ST.ANNE'S BELFIELD SCHOOL INC ATTN DR LEWIS STEPHENS
Application# SDP200900008
PROPERTY INFORMATION
Legal Description ACREAGE
Magisterial Dist. Jack Jouett Land Use Primary Semi-public
Current AFD Not in A/F District Current Zoning Primary R1 Residential
APPLICATION INFORMATION
House # Street Name Apt/Suite City State Zip
Street Address 720 FAULCONER DR CHARLOTTESVILLE 22903-
Entered By: Lisa Jordan on 02/04/2009
Application Type Site Development Plans
Project: St Annes-Belfield Lower/Middle School -Final 6,473.00
Received Date 02/03/2009 Received Date Final Total Fees
Submittal Date 02/09/2009 Submittal Date Final Total Paid
Closing File Date Revision Number
Comments:
Legal Ad
SUB APPLICATION(s)
Type Sub Application Date Comments:
Final - Non-residential -Administrative 02/04/2009
APPLICANT / CONTACT INFORMATION
Primary Contact
Name Kurt M Gloeckner PE PLS Phone # (434) 971-1591
Street Address 508 Dale Ave Suite A Fax # (434) 293-7612
City/State Charlottesville VA zip code 22903-0000
E-mail Cellular# ( ) -
Owner/Applicant
Name ST.ANNE'S BELFIELD SCHOOL INC ATTN DR LEWIS STEPHENS Phone # (434) 296-5106
Street Address 2132 IVY RD Fax # ( ) -
City/State
CHARLOTTESVILLE VA Zip Code 22901-
E-mail Cellular# ( ) -
Applicant
Name St Annes Belfield Phone # (434) 296-5106
Street Address 2132 Ivy Road Fax # ( ) -
City/State
Charlottesville VA Zip Code 22903-0000
E-mail Cellular# ( ) -
Signature of Contractor or Authorized Agent Date
kl
Fina ite Development Plan
Checklist ® `
Project Name: St. Annes - Belfield Lower/Middle School Expansion
Firm: Gloeckner Engineering/Surveying, Inc.
This checklist must be completed,signed and submitted with the application. The information contained in this checklist
reflects the contents of the Site Plan Ordinance as of May 1,2006. The applicant is responsible for insuring that no
revisions to the Ordinance have occurred since preparation of this document.
A Final Site Development Plan shall contain the following:
❑ Preliminary approval letter with appropriate number of copies of the plan
❑ Written request for any waivers(attach to application):
Please List:
Site Plan Ordinance Section 32.6 Contents of final site plan
In addition to containing all of the information required by the Contents of Preliminary Site Plan (section 32.5)a final
site plan shall contain the following:
Z1. A final site plan together with amendments thereto shall be prepared and sealed, signed and dated by an architect,
professional engineer, land surveyor,or certified landscape architect,each of whom shall be licensed to practice in
/the Commonwealth of Virginia. [32.6.1]
Ui 2.A final site plan shall be prepared on mylar, sepia or other such transparency material which shall be termed as
the master drawing. Two(2)clearly legible blue or black line copies of the master drawing shall be submitted to
the department of planning and community development. (Added 5-1-87) In addition,if review is required by the
commission,one(1)reduced copy no larger than eleven(11)inches by seventeen(17) inches in size shall be
submitted. [32.6.2]
v!(.,7 cl 3.Two(2)copies of a landscape plan shall be submitted with the fmal site plan if not previously submitted.
p°. [32.6.3].
7.
{ d 4. When the site plan is ready for final approval,the full-sized revised master drawing and a transparency copy of
the master drawing shall be submitted for the agent's signature. Once the agent has signed the master drawing,he
shall return the master drawing to the developer and the developer shall submit four(4)print copies of the signed
master drawing to the agent. [32.6.4]
Ca 5. Unless otherwise approved by the agent,the final site plan shall be prepared to the scale of one(1)inch equals
twenty(20) feet or larger or to such a scale as may be approved by the agent in a particular case;no sheet shall
exceed thirty-six(36)inches by forty-two(42)inches in size. The site plan may be prepared on one(1)or more
sheets. If prepared on more than one(1)sheet,match lines shall clearly indicate where the sheets join. The top of
the sheet shall be approximately either north or east. [32.6.5]
6. The final site plan shall reflect conditions of approval of the preliminary site plan. The fmal site plan shall
contain the following information in addition to all the information required on the preliminary site plan: [32.6.6]
L�l 7. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are being
satisfied. In addition to preliminary site plan information, indicate if sale or rental units;number of bedrooms per
unit,and number of units per building if multi-family;specifications for recreational facilities. [32.6.6a]
County of Albemarle Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126
/ 5/1/06 Page 1 of 3
11j! 8. Proposed grading(up to twenty [20]percent slope,maximum two [2] foot contours; over twenty[20]percent
'• slope,maximum five[5]foot cc irs). [32.6.6b]
!�J 9.Detailed plans for proposed water and sanitary sewer facilities,including: all pipe sizes,types and grades;
proposed connections to existing or proposed central systems;location and dimensions of proposed easements and
whether the same are to be publicly or privately maintained;profiles and cross sections of all water and sewer lines
including clearance where lines cross; all water main locations and sizes;valves and fire hydrant locations;all
sanitary sewer appurtenances by type and number;the station on the plan to conform to the station shown on the
profile and indicate the top and invert elevation of each structure. [32.6.6c]
O 10.Detailed construction drainage and grading plans:
/1. Profiles of all ditches and channels whether proposed or existing,showing: existing and proposed grades,and
invert of ditches,cross pipes or utilities;typical channel cross sections for new construction;and actual cross
sections for existing channels intended to remain;
✓2. Profiles of all storm sewer systems showing existing and proposed grades;
73. Plan view of all drainage systems with all structures,pipes,and channels numbered or lettered on the plan and
profile views. Show sufficient dimensions and bench marks to allow field stake out of all proposed work from the
boundary lines;
,/4. A drainage summary table for culverts,storm sewer and channels as described in the following example:
Structure
��y Number Description Length Invert in Invert out Slope Remarks
kkf (1) 42"RCPClass III 50' 424.50 424.00 100.00% Provide 2,EW
,J (2) DI-3B L=8 426.00 432.00 - IS-1 Top
(3) PG-2A 400' 420.00 400.00 5.00% D=12"
.0' (4) Grade Swale 200' 420.00 415.00 2.50% D=18"
A legend showing all symbols and abbreviations used on the plan;
i/6. General notes,typical sections,and details of all items not covered by Virginia Department of Transportation
standard drawings;
/7. Flood plain limits for the one hundred year storm for all watercourses with an upstream drainage area of fifty(50)
l*e acres or more provided that the county engineer may waive this requirement for drainage areas of less than one
S" hundred(100)acres upon determination that such information is unnecessary for review of the proposed
development. [32.6.6d]
C3i. 11.Typical street sections together with specific street sections where street cut or fill is five(5)feet or greater;
centerline curve data;radius of curb returns or edge of pavement;location,type and size of proposed ingress to and
egress from the site;together with culvert size;symmetrical transition of pavement at intersection with existing
street;the edge of street surface or face of curb for full length of proposed street;when proposed streets intersect
with or adjoin existing streets or travel-ways,both edges of existing pavement or travelway together with curb and
gutter indicated for a minimum of one hundred(100)feet or the length of connection,whichever is the greater
distance. [32.6.6e]
12. Signature panel for Department of Community Development. [32.6.6f]
al 13.For all parking and loading areas,indicate: size;angle of stalls;width of aisles and specific number of spaces
required and provided,and method of computation. Indicate type of surfacing for all paved or gravel areas.
/ [32.6.6g/
C't 14.The final site development plan shall be dimensioned to at least the following standards for accuracy:
1.Boundary,setback and zoning lines-nearest one-one hundredth(0.01)of a foot;
✓ 2.Existing contours-one-half(Y2)of the contour interval required in section 32.6.6.b above;
3.Proposed contours-within one(1)foot horizontally and vertically;
✓4. Spot elevations-within one-tenth(0.10)of a foot;
/ 5.Existing structures,utilities and other topographic features-within two(2)feet. For critical structures,accuracy
should be within one-tenth(0.10)of a foot;
74/ 6.Proposed structures,roads,parking lots,and other improvements-within one hundredth(0.01)of a foot. [32.6.6h]
o+� `) 15.Landscape plan in conformance with section 32.7.9.[32.6.6i]
Y' / 5/1/06 Page 2 of
g,Q 16. Outdoor lighting information including a photometric plan and location,description, and photograph or diagram
. • of each type of outdoor luminai '2.6.6jj
In addition to the items required by the ordinance,Albemarle County Engineer, Groundwater
Program Authority, the Virginia Department of Transportation,the Albemarle County Service
Authority,and the Thomas Jefferson Health District require these items on plats and plans submitted
for preliminary approval. Plats and plans will not be rejected if these items are not present, but they
are required for approval. These items are provided in an effort to communicate all preliminary
co,ments.
U 1. Reference the benchmarks used for
surveys. (Albemarle CountyEn Engineering Policy)�
Ciy?� a.U 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy)
i
f 3. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy)
c.
,e9 4. Provide copies of off-site easements,or letters of intent to grant them from off-site property owners. (Albemarle
';',A"..,D County Engineering Policy)
,
�F. C� 5. Show and label stream buffer limits. (WRPA Ordinance)
J 9k, /
i a 6. Indicate the deed book and page reference for all existing utility easements located on the property. (Albemarle
Av. County Service Authority)
a,1. ' -Id 7. Tier 3 -Draft or Final Groundwater Management Plan(17-403)
-y.
Lar 8. Tier 4—Aquifer testing work plan(17-403)
F'`%?'�",s�"" �-- Read and Sign
In representing the above referenced firm submitting this plan for final approval, I hereby sate that, to the
best of my knowled e, the ttached plan contains all information required by this checklist.
\ __ ,.......)ei fi......„..A _ J /
g
Signature of Owner, C ntract Purchaser,Agent Date
Kurt M. Gloeckner, P.E. , P.L.S. 971 -1591
Print Name Daytime phone number of Signatory
5/1/06 Page 3 of 3
County of Albemarle
Conservation Plan Checklist-To be placed on Landscape Plans
(Handbook,pp III-284-111-297 for complete specifications)
1, The following items shall he shown on the plan:
❑" Trees to be saved;
Er Limits of clearing(outside dripline of trees to be saved);
a-Location and tie of protective fencing;
ti f/} ❑ Grade changes requiring tree wells or walls;
n//ii ❑ Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
❑'All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
Q- No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre-Construction Conference:
Q-Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equlpment Operation and Storage:
Er Heavy equipment,vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
Ea-Such devices shall not adversely affect trees to be saved,
6. Fires:
Ut-Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
3--Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
8. Protective Fencing:
ErTrees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
❑"Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
► /4 ❑ When the ground level must be raised within the dripline of a tree to be saved,a tree well shall be provided and a construction detail
submitted for approval.
JO. Tree Walls:
lU 14 ❑ When the ground level must be lowered within the dripline a tree to be saved,a tree wall shall be provided;and a construction detail
submitted for approval.
11. Trenching and Tunneling:
a-When trenching is required within the limits of clearing,it shall be done as far away from the trunks of trees as possible.Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup:
Cr Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
1 Damaged trees shall be treated immediately by pruning,fertilization or other methods recommended by a tree specialist.
NOTE:IT IS THE DEV I OPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
n. REQUIREMENTS.
•
OWNER4iGNATZ1 E (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/06 Page 1 of 1
1992 3.38
FENCING AND ARMORING
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BOARD FENCE nil;,•••• . •••• ►...........
❖:❖:•:•S:•::'Ri❖::'•;•:•: I CORD FENCE
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CORRECT METHODS OF TREE FENCING
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TRIANGULAR BOARD FENCE
Source: Va. DSWC Plate 3.38-2
Ill - 401
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
December 16, 2008
Kurt M Gloeckner, PE, PLS
Gloeckner Engineering
508 Dale Avenue
Suite A
Charlottesville, VA 22903
Fax: 434.293.7612
RE: SDP2008-147 St Anne-Belfield Lower/Middle School - Preliminary
Dear Mr. Gloeckner:
The Department of Community Development hereby grants administrative approval to the
above referenced site plan.
The approval of the preliminary site plan is valid for (1) one year in accordance with Section
32.4.3.1 of Chapter 18 of the Albemarle County Code. Therefore, the preliminary approval shall
expire on December 16, 2009. If the preliminary site plan approval expires, a new application
must be filed and processed.
Please address all of the requirements and conditions listed below and submit eight (8) tentative
plan copies to the Department of Community Development. This letter must be submitted with
the tentative plans, as a checklist, to document that you have addressed all requirements or
conditions, or the tentative plan will be denied.
Erosion and Sediment Control, BMP Stormwater Management, and road plans with the
associated applications and fees must also be submitted with the eight (8) tentative Plans.
Once the tentative plan is submitted and reviewed you will receive comments from all
departments/divisions/agencies that have made comment on the tentative plan. Any
further responses must be made directly to each department/division/agency that has
further comment. After all aforementioned departments/divisions/agencies have granted
a tentative approval, you must verify with the Planner that you may submit the final
mylars (2 sets), two paper copies, the final site plan application, and final site plan fee to
the Department of Community Development. Signing of the plans will occur within one
week once it is determined that the final site plan mylars reflect all tentative approvals.
The final site plan will be subject to all final site plan requirements (Zoning Ordinance Section
32.6), in addition to the following conditions.
The Department of Community Development shall not accept submittal of the final site plan for
signature until tentative approvals for the following conditions have been obtained:
1
Zoning & Current Development approval to include:
1. [32.6.3] Approval of a landscape plan in compliance with Section 32.7.9. The landscape
schedule will need to show the canopy calculations.
Please contact Summer Frederick at 296-5832 x3565 if you have questions or require
additional information.
Engineering approval to include:
y 1. All plan pages will have congruent information. The current discrepancies between page
of the submittal will be corrected.
)4. Sheet CO.1 Notes # 5 and #6 will be completed. Note #5 appears to have information
missing and note #6 appears to refer to pipes, but is not clear.
/3. All proposed roadwork will have 50' stationing shown on the road plan and profile.
)( 4. Edge of pavement will be labeled (where there is no curbing) and a few radii are still
missing from the road plans.
5. Please show and label all utility crossings on the profiles for verification of adequate
placement and separation.
Y 6. Sight distances will be shown on all entrances in accordance with VDOT standards.
I,- 7. All sidewalks will be a minimum 5' wide unless modified or waved by the agent. [18-
32.3.10]
8. Drainage structures will be congruently labeled on all pages and submittals.
)( 9. Professional seal, signed and dated is required prior to final approval. [18-32.6.1]
X 10. All applicable notes supplied in the County Design Manual will be shown on the plans.
7 11. VDOT Pavement design work sheets will be submitted for approval.
X 12. "Stormwater Maintenance Agreement" and fee required for final approval. [17-304E]
✓13. VDOT approval is required for final approval.
14. Typical sections for proposed channels with locations referenced from the plan view
sheets.
'-15. Stormwater pipe will be a minimum 15" diameter for inspection and maintenance. The
County Engineer may allow a 12" pipe with adequate justification for the variance.
Please refer to the Design Manual minimum checklist for additional items required for final
approval before resubmittal.
Water protection review is not a part of preliminary review and will be sent in accordance with
The Virginia Erosion and Sediment Control Law.
Please contact Max Greene at 296-5832 if you have questions or require additional information.
Albemarle County Service Authority approval to include:
1. Final water plans are required for ACSA review and approval prior to granting tentative
approval.
2. All trees must be removed from water line easement.
Please contact Gary Whelan at 977-4511 if you have questions or require additional
information.
- �� Fire & Rescue approval to include:
Q
Vt' /\61
1. Verify adequate fire flow is available.
Please contact James Barber at 296-5833 if you have questions or require additional
information.
VDOT approval to include:
1. Approval of final site plan.
\J
Please contact Joel Denunzio at 293-0014 if you have questions or require additional
information.
Architectural Review Board:
1. Administrative approval of all conditions specified in November 21, 2008 letter
addressed to Mr. Gloeckner from Margaret Maliszewski.
Please contact Margaret Maliszewski at 296-5832 if you have questions or require additional
information.
Sincerely,
Summer Frederick
Senior Planner
Zoning & Current Development
File: SDP2008-147
Cc: St Annes Belfield
2132 Ivy Road
Charlottesville, VA 22903
3
• L .1..,
`V.'''
1' v
COMMONWEALTH of VIRGINIA
DEPARTMENT OF ENVIRONMENTAL QUALITY
PIEDMONT REGIONAL OFFICE
Preston Bryant 4949-A Cox Road,Glen Allen, Virginia 23060 David K.Paylor
Secretary of Natural Resources (804)527-5020 Fax(804)527-5106 Director
www.deq.virginia.gov Gerard Seeley,Jr.
Regional Director
October 22,2008
LOCATION: Charlottesville
Receiving Facility—Moores Creek WWTP
Project: St. Annes Belfield Pump Station
PT Log#20624
Mr. Mike Waylett
St. Anne's Belfield School
2132 Ivy Road
Charlottesville,VA 22903
Dear Mr.Waylett:
This Department has received plans and specifications for the installation of a pump station and force
main to service the St. Anne's—Belfield Lower/Middle School,as prepared by Gloeckner
Engineering/Surveying Inc. The plans consist of 3 sheets entitled"St.Anne's—Belfield Lower/Middle
School,Faulconer Road, Charlottesville Virginia"that bear a P.E. seal date of October 3,2008.
The project has been designed for an average flow of 8,800 GPD based on the estimated wastewater flow
from 500 persons at the school,with a peak flow of 37 GPM based on a 2.5 peak factor. The project
consists of installing approximately 850 feet of 3-inch force main,a duplex submersible pump station,
and associated appurtenances.The 3-inch force main will discharge to an existing manhole near the
school property line. The Albemarle County Service Authority has documented capacity in its collection
system.
The Pump Station is a submersible grinder pump station rated at 45 gpm at 88 feet of TDH. This sewage
pump station has been designated Reliability Class 2 and will meet the requirements of this classification
by the use of an onsite audio/visual alarm, an automated dialer system to relay all critical alarms to a
location manned 24 hours per day, and by the use of building closure during loss of power.
The evaluation of these plans has been confined to technical requirements and design criteria as stipulated
in the Commonwealth of Virginia Sewage Collection and Treatment Regulations(9 VAC 25-790).The
review of gravity sewers was waived due to low flow(less than 40,000 gpd).
In accordance with the Code of Virginia 1950, as amended,Title 62.1, Section 62.1-44.19,this letter
report is to advise that the previously mentioned plans and specifications are technically adequate and are
approved,with the following condition:
•
Mr. Mike Waylett Page 2 Project: St. Annes Belfield Pump
Station CTC PT Log# 20624
1. An Operation and Maintenance Manual is to be maintained for the facility, and the pump
station is to be operated and maintained in accordance with that manual.
This letter provides your authorization to construct the previously described project. This
approval is valid for 5 years from the date of this approval letter. This letter also provides your
authorization to operate the previously described project for 30 days following construction,prior
to issuance of a Certificate to Operate.
Once construction is complete,a Statement of Completion of Construction must be submitted
to this office in compliance with the requirements of 9 VAC 25-790-180.0 by the licensed
engineer who oversaw construction of the project. Please refer to the Office of Wastewater
Engineering Website for information on the Certificate to Operate(CTO)issuance process:
www.deq.virginia.gov/wastewater. Because of funding issues,the Office of Wastewater
Engineering duties are being scaled back considerably. The CTO process is being changed at
the moment,and the website will give the most up to date instructions.
Please note: DEQ Office of Wastewater Engineering program approvals and staff knowledge of
project status and project issues do not substitute for nor relieve any parties from compliance with
requirements for other DEQ divisions including WQIF grant and VRLF loan programs,consent
orders, permits, and other regulatory and enforcement matters of DEQ and other agencies.
Please be aware that disturbance of any streams and/or wetlands may also require permitting. If
you believe that this may be the case,please contact the Valley DEQ Office at 540-574-7800 for
further information on the permitting process.
One copy of the previously described plans with Office of Wastewater Engineering approval is enclosed.
Sincerely,
?I., PL.„.„0,.
Jeanne Puricelli, P.E
Wastewater Engineer
Office of Wastewater Engineering
cc: Kurt Gloeckner,P.E.,Gloeckner Engineering/Surveying, Inc.,508 Dale Ave, Suite A
Charlottesville,VA 22903
Kemper Loyd,P.E., DEQ-VRO
Jeremy Lynn, P.E., Albemarle County Service Authority
Jennifer Whitaker, P.E.,Rivanna Water and Sewer Authority
Charlottesville Building Official
Environmental Health Manager—Thomas Jefferson Health District
Keith Fowler, DEQ-VRO