HomeMy WebLinkAboutSDP200700105 Review Comments Major Amendment, Preliminary Plan 2008-05-28SDP200700105 Brownsville Elementary
Megan Yaniglos
From: Gary Whelan [gwhelan @serviceauthority.org]
Sent: Wednesday, May 28, 2008 4:12 PM
To: Megan Yaniglos
Subject: SDP200700105 Brownsville Elementary
Megan,
The existing 3" water meter is adequate for this amendment.
Gary
G. M. Whelan, LS
Civil Engineer
Albemarle County Service Authority
168 Spotnap Road
Charlottesville, VA 22911
(434) 977 -4511
Fax: (434) 979 -0698
5/28/2008
Page 1 of 1
ALg�,��
�'IRGINZ�`
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
April 25, 2008
VMDO Architect
c/o Todd Bullard or Jim Richardson
200 E Market Street
Charlottesville, VA 22902
RE: ARB2007 -00152 Brownsville Elementary School Addition & Renovations
Tax Mp 56, Parcel 17A
Dear Gentlemen:
I have reviewed your recent submittal for the above - referenced project, which included site plan sheets 1 -6 and
10, and architectural sheets 7 -9.1 have the following comments.
1. A note on Sheet 3 reads,
"HVAC units shall be located only on flat roof sections behind sloped classroom roofs so that they
are substantially screened from the Entrance Corridor. Note, the HVAC units for the gym and
cafeteria addition shall be located inside the building on the mezzanine level."
The note on the drawings presented at the February 4, 2008 meeting read,
"HVAC units shall be located only on flat roof sections behind sloped classroom roofs so that they
are not visible from the Entrance Corridor. Note, the HVAC units for the _ shall be located inside
the building on the mezzanine level."
I cannot approve the change in wording from "are not visible" to "are substantially screened ". Revise the
note to include the original wording in the first sentence.
2. Condition #2 in our February 27, 2008 letter stated that the Willow Oaks and Sugar Maples were to be
increased in size to 3 1 /2" caliper at planting. This change has not been made. In the plant list, revise the
caliper size of the Willow Oaks and Sugar Maples to 3' /z" minimum at planting.
3. Areas of "transition brick" are noted in the new submittal. The transition area isn't clear in the color
rendering of the architectural elevations. Please submit a copy of the black and white line drawings for
better clarity.
Please provide:
1. One sets of revised drawings addressing each of these conditions. Include updated ARB revision dates
on each drawing.
2. A memo including detailed responses indicating how each condition has been satisfied. If changes
other than those requested have been made, identify those changes in the memo also. Highlighting the
changes in the drawing with "clouding" or by other means will facilitate review and approval.
3. The attached "Revised Application Submittal" form. This form must be returned with your revisions to
ensure proper tracking and distribution.
When staffs review of this information indicates that all conditions of approval have been met, a Certificate of
Appropriateness may be issued.
If you have any questions, please do not hesitate to contact me.
Sincerely,
Margaret Maliszewski
Principal Planner
Cc: Neale Craft
ARB File
COUNTY OF ALBEMARLE
Department of Community Development
REVISED APPLICATION SUBMITTAL
This form must be returned with your revisions to ensure proper tracking and distribution. County staff
has indicated below what they think will be required as a resubmission of revisions. If you need to submit
additional information please explain on this form for the benefit of the intake staff. All plans must be
collated and folded to fit into legal size files, in order to be accepted for submittal.
TO: Todd Bullard DATE:
PROJECT NAME: ARB2007 -152 Brownsville School
Submittal Type Requiring Revisions ( ) indicates submittal Code
County Project Number
# Copies
Erosion & Sediment Control Plan (E &S)
# Copies
Distribute To:
Mitigation Plan (MP)
1
Margaret
Maliszewski
Waiver Request (WR)
Stormwater Management Plan (SWMP)
Road Plan (RP)
Private Road Request, with private/ public comparison (PRR)
Private Road Request — Development Area (PRR -DA)
Preliminary Site Plan (PSP)
Final Site Plan (or amendment) (FSP)
Final Plat (FP)
Preliminary Plat (PP)
Easement Plat (EP)
Boundary Adjustment Plat (BAP)
Rezoning Plan (REZ)
Special Use Permit Concept Plan (SP -CP)
Reduced Concept Plan (R -CP)
Proffers (P)
Bond Estimate Request (BER)
Draft Groundwater Management Plan (D -GWMP)
Final Groundwater Management Plan (F -GWMP)
Aquifer Testing Work Plan (ATWP)
Groundwater Assessment Report (GWAR)
Architectural Review Board (ARB)
ARB2007 -00152
Other: Please explain
(For staff use only)
Submittal Code
# Copies
Distribute To:
Submittal Code
# Copies
Distribute To:
ARB
1
Margaret
Maliszewski
SDP200700105 Brownsville Elementary -Major
Megan Yaniglos
From: Gary Whelan [gwhelan @serviceauthority.org]
Sent: Wednesday, April 16, 2008 8:37 AM
To: Megan Yaniglos
Subject: SDP200700105 Brownsville Elementary -Major
Megan,
This is a large addition. We will need a plumbing fixture count to insure the correct meter size.
Gary
G. M. Whelan, LS
Civil Engineer
Albemarle County Service Authority
168 Spotnap Road
Charlottesville, VA 22911
(434) 977 -4511
Fax: (434) 979 -0698
4/16/2008
Page 1 of 1
ALg�,��
�'IRGINZ�`
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
May 15, 2008
VMDO Architect
c/o Todd Bullard or Jim Richardson
200 E Market Street
Charlottesville, VA 22902
RE: ARB2007 -00152 Brownsville Elementary School Addition & Renovations
Dear Gentlemen:
I have reviewed your recent ARB submittal for the above - referenced project, which included site plan sheets 1-
4 with revision date of 5- 13 -08, lighting sheets 5, 6 and 10 with revision date of 3- 28 -08, elevations sheet 7
with revision date of 5- 13 -08, elevations sheet 8 with revision date of 3- 28 -08, and sheet 9 with revision date of
5- 13 -08. The revisions included in these drawings satisfy the outstanding conditions of ARB approval. You
may consider this letter your Certificate of Appropriateness.
This approval is predicated on the fact that the design and materials, as proposed and exhibited for review, will
be used. The acceptance of approval implies that the applicant has agreed to execute the design as indicated on
the site plan, attachments, materials, samples, and other submittal items presented. Any change in the approved
design or materials will require an amendment to the plan and must be reviewed and approved by the
Architectural Review Board.
Please note the following:
1. This application is approved with the condition that new rooftop HVAC units shall be located on flat roof
sections behind sloped classroom roofs so that they are not visible from the Entrance Corridor, and the new
HVAC units for the gym and cafeteria addition shall be located inside the building on the mezzanine level.
2. Changes made to the site or architectural plans after issuance of a Certificate of Appropriateness can delay
the signing of mylars and the approval of building permits. It is in the applicant's best interest to notify
ARB staff of such changes and to initiate the review of amendments to ARB- approved plans to avoid future
delays.
If you have any questions, feel free to contact me.
Sincerely,
Margaret Maliszewski
Principal Planner
Cc: Neale Craft ARB File
9
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4.596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project: SDP -2007- 00105, Brownsville Elementary School, Major Amendment
Plan preparer: Mr. Todd Bullard, VMDO Architects (fax 434.296.4496)
Owner or rep.: Mr. Joseph Werres, County of Albemarle (fax 434.972.409 1)
Date received: 09 October 2007 (plan date 08 October 2007)
Date of Comment: 10 October 2007
Engineer: Allan Schack
The major amendment to the final site plan for Brownsville Elementary School, received on 09 October
2007, has been reviewed. The engineering review for current development does not recommend approval
until the following items are addressed:
A. Final site plan comments:
1. Please show a dated and signed professional seal on all the plans. [18-32.6.1]
2. Please the Albemarle County general construction notes on the plans. [DM]
3. Please provide a signed, dated professionally sealed set of computations for the pipe system,
including the spread computations at the drop inlets. [18- 32.6.6d, 32.7.4.1 ]
4. Please provide the profiles for the entire pipe system, including the proposed and existing
pipes. [18- 32.6.6d]
5. Please label each drainage related item on the plan view sheet. [ 18- 32.6.6d3]
6. Please provide a drainage summary table on the plans. [18- 32.6.6d4,5]
7. Please provide computations for all related drainage structures. [18- 32.6.6d]
8. Please show IS -1, inlet shaping, at all drainage structures. [DM]
9. Please provide a safety slab for all manholes that exceed a depth of 12'. [DM]
10. Please show typical sections for the travelways and asphalt service areas. [18- 32.6.6e]
11. Please label the type of curbing to be used and label the curb radii. [18- 32.6.6e]
12. Please label the widths of the sidewalks on the plans. Sidewalks need to be at least 5'wide.
18- 4.12.16e]
13. Please label if the travelway is going to be one way or two way and show proper signage. [ 18-
4.12.17c]
14. Per the answer to question 12, please revise the parking and aisle lengths and widths to meet
the dimension requirements. [I8- 12.16c3]
15. Please provide information on the plans that shows the dumpster meets the minimum
requirements. [18- 4.11l9b]
16. An approved E &SC and SWM plan are required before the final site plan can be approved.
18-32.7.4.3)
17. Additional comments may be forthcoming on future submittals due to the required changes.
Eiic: E.I_fsp_ADS_07 -105 Brownsville Elementary School
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: SDP - 2007 - 00105, Brownsville Elementary School, Major Amendment
Plan preparer: Mr. Todd Bullard, VMDO Architects (fax 434.296.4496)
Owner or rep.: Mr. Joseph Werres, County of Albemarle (fax 434.972.4091)
Date received: 09 October 2007 (plan date 08 October 2007)
Date of Comment: 10 October 2007
Engineer: Allan Schuck
The major amendment to the final site plan for Brownsville Elementary School, received on 09 October
2007, has been reviewed. The engineering review for current development does not recommend approval
until the following items are addressed:
A. Final site plan comments:
1. Please show a dated and signed professional seal on all the plans. [18-32.6. 1
2. Please the Albemarle County general construction notes on the plans. [DM]
3. Please provide a signed, dated professionally sealed set of computations for the pipe system,
including the spread computations at the drop inlets. [18- 32.6.6d, 32.7.4.1]
4. Please provide the profiles for the entire pipe system, including the proposed and existing
pipes. [18- 32.6.6d]
5. Please label each drainage related item on the plan view sheet. [18- 32.6.6d3]
6. Please provide a drainage summary table on the plans. [18- 32.6.6d4,5]
7. Please provide computations for all related drainage structures. [I 8-32.6.6d]
8. Please show IS -1, inlet shaping, at all drainage structures. [DM]
9. Please provide a safety slab for all manholes that exceed a depth of 12'. [DM]
10. Please show typical sections for the travelways and asphalt service areas. [18- 32.6.6e]
11. Please label the type of curbing to be used and label the curb radii. [18- 32.6.6e]
12. Please label the widths of the sidewalks on the plans. Sidewalks need to be at least 5'wide.
18- 4.12.16e]
13. Please label if the travelway is going to be one way or two way and show proper signage. [18-
4.12.17c] 13?
14. Per the answer to uestion 12, lease revise the parking and aisle lengths and widths to meet
the dimension requirements. [18- 12.16c3]
15. Please provide information on the plans that shows the dumpster meets the minimum
requirements. [18- 4.12.19b]
16. An approved E &SC and SWM plan are required before the final site plan can be approved.
18- 32.7.4.3]
17. Additional comments may be forthcoming on future submittals due to the required changes.
File: El_fsp_ADS_07 -105 Brownsville Elementary School
Page 1 of 2
Megan Yaniglos
From: Lisa Glass
Sent: Tuesday, October 16, 2007 4:39 PM
To: Bill Fritz
Cc: Megan Yaniglos
Subject: RE: Brownsville
Bill,
Good News. Thanks for the quick reply. We are good to go for the site plan approval!
Bill, Have a good time out of the office)
Lisa
Lisa K.Glass, Project Manager
Building Services Department, Albemarle County Schools
434.975.9340; Fax: 434.975.9341;
E -Mail ADDRESS: (glass @k12albemarle.org
From: Bill Fritz
Sent: Tuesday, October 16, 2007 4:37 PM
To: Lisa Glass
Cc: Megan Yaniglos
Subject: RE: Brownsville
15 spaces for the new is what is required. The existing situation is adequate and not being made worse.
William D. Fritz, AICP
Chief of Zoning
Albemarle County
434 - 296 -5832 ext 3225
From: Lisa Glass
Sent: Tuesday, October 16, 2007 4:03 PM
To: Bill Fritz
Subject: RE: Brownsville
Bill,
Thank you for the letter confirming 15 new spaces are required by the addition
The site plan shows an additional 15 spaces.
Is there anyway we can just leave it at that?
The discrepancy is the number existing parking spaces:
Our engineer (and the existing conditions drawing) says there are 107 existing spaces ( + 15 = 122 proposed
total);
And the number on the previous site plan states 112 existing spaces ( +15 =127 proposed total);
So currently your letter part A) 15 new spaces is fine:
Part B) stating total spaces at 127 may not be true if we are staring at with 5 fewer on site.
Is the easiest solution to change your letter simply stating 15 additional spaces is adequate to serve the new
2008 -9) addition?
Sorry to confuse matters.
Lisa
10/23/2007
Page 1 of 1
Megan Yaniglos
From: Bill Fritz
Sent: Thursday, October 11, 2007 2:17 PM
To: Lisa Glass
Cc: Megan Yaniglos
Subject: RE: Brownsville Elementary School Addition: Parking Study for site plan
No problem. I am sure we can make this work.
William D. Fritz, AICP
Chief of Zoning
Albemarle County
434 - 296 -5832 ext 3225
From: Lisa Glass
Sent: Tuesday, October 09, 2007 5:23 PM
To: Bill Fritz
Cc: 'Todd Bullard'; 'Jim Richardson (richardson @vmdo.com)'; Joe Werres; 'Scott Collins (scott @collins -
engineering.com)'
Subject: RE: Brownsville Elementary School Addition: Parking Study for site plan
Bill,
I understand there is a discrepancy between the number of spaces on the site plan submitted yesterday and the
numbers in my memo.
I will get you corrections as soon as I can.
The original concept of providing 15 additional spaces will remain, however the number of existing spaces needs
to be confirmed.
Excuse the confusion, Lisa
Lisa K.Glass, Project Manager
Building Services Department, Albemarle County Schools
434.975.9340; Fax: 434.975.9341;
E -Mail ADDRESS: Iglass @k12albemarle.org
From: Lisa Glass
Sent: Tuesday, October 09, 2007 3:14 PM
To: Bill Fritz
Cc: Todd Bullard; Jim Richardson (richardson @vmdo.com); Joe Werres; Scott Collins (scott @collins -
engineering.com)
Subject: Brownsville Elementary School Addition: Parking Study for site plan
Bill,
Please review the attached memo for the Parking Study to calculate the number of spaces required for the
proposed addition at Brownsville Elementary School.
The site plan will be submitted this month by Collins Engineering.
Please let me know if you have questions or concerns.
Thank you, Lisa
Lisa K.Glass, Project Manager
Building Services Department, Albemarle County Schools
434.975.9340; Fax: 434.975.9341;
E -Mail ADDRESS: Iglass @k12albemarle.org
10/23/2007
Brownsville Elem SDP 2007 110105
Megan Yaniglos
From: Gary Whelan [gwhelan @serviceauthority.org]
Sent: Tuesday, October 16, 2007 12:16 PM
To: Megan Yaniglos
Subject: Brownsville Elem SDP 2007 -00105
Megan,
Page 1 of 1
The applicant needs to show existing water and sewer connections. We will need a plumbing fixture count to
determine meter size.
Gary
C7, M. Whelan, t~I
Civil Enqineer
Albemarlo County CerOce Authority
168 S'potnap Rc,a d
Charlottesville, VA 22911
434 77 4511
Fax: (43 ti 979 -0698
1 1 / 1 /2007
Application #: i - SD Com_..
Project Nam e:Brownsville Elem Sc Ad & Renov - Ma - Preliminary - Non - residential - J
Date Completed: 10/29/2007
Reviewer: Andrew Slack E911
Review Status: No Objection
Reviews Comments: NO OBJECTION.
Date Completed:10/23/2007
Reviewer:James Barber Fire Rescue
Review Status:Requested Changes
Reviews Comments:rVerify adequate fire flow is available.
Provide fire apparatus access road that extends to within 150 feet of all portions of the facility.(Virginia'
Statewide Fir Preve Cod 503.1.1).
Date Completed:10/23/2007
Reviewer:Jay Schlothauer Inspections
Review Status:No Objection
Reviews Comments:Based on plans dated October 8, 2007.
No or conditions.
Date Completed:10/15/2007
Reviewer:Margaret Maliszewski ARB
Review Status:Requested Changes
Reviews Comments:This project is scheduled for ARB review on November 19, 2007. Comments will be provided after the
ARB meeting. J
Page: 1.00 County of Albemarle Printed On: Tuesday, October 30, 2007
r
O
ItC;iNa
County of Albemarle
Department of Community Development
Memorandum
To: Todd Bullard (bullard(avmdo.com
Joe Werres (lwerres(aalbemarle.or2
Lisa Glass (1 lassnalbemarle.or
From: Megan Yaniglos- Planner
Division: Zoning & Current Development
Date: October 29, 2007
Subject: SDP -2007 -105- Brownsville Elementary School- Major Site Plan Amendment
The Planner for the Zoning & Current Development 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 continents 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. [32.5.6 (n)] Show the dimensions for all walkways, paved areas, loading and service
areas, and parking areas (per Section 4.12.16).
2. [32.5.6 (p); 32.6.6 (i)] Submit a landscape plan in conformance with section 32.7.9.
3. [32.6.6 (f)] Show the signature panel for current development. (Attached is a template for
your use).
4. [32.6.6 (g)] For parking areas show the angle of the stalls.
5. [32.6.6 0)] Provide outdoor lighting information including a photometric plan and
location, description, and photograph or diagram of each type of outdoor luminaire.
Please contact Megan Yaniglos at the Department of Community Development 296 -5832 ext.
3004 for further information.
rSi OY ALQ It
l
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -45%
Phone (434) 296 -5832 Fax (434) 972 -4126
October 30, 2007
Todd Bullard
200 E Market Street
Charlottesville, Virginia 22902
RE: SDP -2007 -105- Brownsville Elementary School- Major Amendment
Mr. Bullard:
The Site Review Committee has reviewed the development proposal referenced above. Preliminary
comments for the following divisions of the Department of Community Development and other agencies,
as applicable, are attached:
Albemarle County Division of Zoning & Current Development (Engineer)- Comments attached
Albemarle County Division of Zoning & Current Development (Planner)- Comments attached
Albemarle County Division of Planning (E91 1)- Comments attached
Albemarle County Division of Planning (Architectural Review Board)- Comments Attached
Albemarle County Department of Fire Rescue- Comments attached
Albemarle County Service Authority- Comments not yet received
Virginia Department of Transportation- Comments not yet received
Comments reflect information available at the time the development proposal was reviewed, and should
not be considered final. However, the Site Review Committee has attempted to identify all issues that
could affect approval of the proposed project.
Please make the revisions that have been identified as necessary for preliminary approval by the Site
Review Committee. If you choose not to make the requested revisions, please submit in writing
justification for not incorporating such revisions. Submit eight (8) full size copies and one (1) 11 " x 17"
copy to the Department of Community Development including responses to each of the attached
comments of the Site Review Committee by November 12th, 2007. Failure to submit this information
by this date will result in suspension of the review schedule. Review will resume when revisions are
submitted along with a reinstatement fee of $65.
Please contact me at your earliest convenience if you have questions or require additional information.
Sincerely,
Megan Yaniglos
Planner
Zoning & Current Development
1 VIR)CNI
DEPARTMENT OF TRANSPORTATION
1601 Orange Road
Culpeper, Virginia 22701
VirginiaDOT org
David S. Ekern, P.E.
COMMISSIONER
October 31, 2007
Mr. Glenn Brooks
Department of Engineering and Development
401 McIntire Rd.
Charlottesville, VA 22902
Subject: Site Review Meeting Comments November 1 ", 2007 site review meeting
Dear Mr. Brooks:
Below are VDOT's comments on the Site Plans for the November 1 "`, 2007 Site Review Committee
Meeting:
SDP - 2007 -00105 Brownsville Elementary School Add't and Renovation — Maior (Megan
Yani los
The increase in the number of students should increase traffic to the site by around 80 trips in
the AM peak hour and increase the ADT by 245 trips.
The site currently has both left and right turn lanes on route 250.
The plans indicate a stoplight at the site entrance but have no additional information. There is
not currently a signal at this location and it is unclear if the plan is proposing to add a signal
with the renovation.
Please request the applicants provide a written description of revisions with re- submissions. If you
have any questions or comments, please contact me prior to sharing these comments with the
applicants.
Sincerely,
Joel DeNunzio, P.E.
Residency Program Manager
VDOT Charlottesville Residency
434 - 293 -0011
C --- YfA@t5 OF
Tit ITNSRIRTAT144A ERELLEHCE
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832
December 7, 2007
VMDO Architects
c/o Todd Bullard
200 E. Market Street
Charlottesville, Va 22902
RE: ARB2007 -00109 Brownsville Elementary School Addition /Renovations
Tax Map 56, Parcel 17A
Fax (434) 972 -4126
The Albemarle County Architectural Review Board, at its meeting on November 19, 2007, completed a
preliminary review of the above -noted request to construct a 30,000 sf building addition with additional
parking and expanded auto drop -off. The Board offered the following comments for the benefit of the
applicant's next submittal. Please note that the following comments are those that have been identified at this
time. Additional continents may be added or eliminated based on further review and changes to the plan.
11. include a material/color schedule on the elevation drawings. Indicate that the proposed brick will
match the existing brick. Provide material and color samples for the metal panels and classroom roofs.
Provide specs on the glass proposed for the gym. Articulate the gym with brick detailing and planting
to reduce the scale and mass. Consider using the canopy with articulation and detail to help break
down the scale.
2. Confirm on the drawings that mechanical equipment will be concealed by the building. Include the
following note on the site plan and architectural elevations: "Mechanical equipment shall not be
visible from the Entrance Corridor ". Identify on the plan the new location of the shed. Provide
orthogonal screening walls. Correct the grading at the retaining wall(s).
3. Correct the plans regarding the proposed new locations of existing trees, the removed trees at the back
of the site, and the 2" birch to be relocated. Enhance the existing frontage planting by adding trees
where gaps exist in the spacing. Provide a complete plant schedule for review.
4. Clarify the location of all existing lights to be removed, all relocated lights, and all new site and
exterior building lights. Submit a photometric plan with all details for review.
5. Provide details on the proposed wall sign for review.
6. Provide two site sections: one perpendicular to the EC at the closest point of the building (the comer
of the gym); one at the parking area.
7. The parking area may require additional planting and /or a reduction in spaces.
8. Move the dumpster away from the EC.
9. The applicant should explore the options for mitigation of the big box and can bring back the proposal
on December 3 as a work session. Note that the concept of rotating the gym to move it back from the
Entrance Corridor was discussed, but the ARB did not reach a consensus on this point.
You may submit your application for continued ARB review at your earliest convenience. Application forms,
checklists and schedules are available on -line at ` ww.albcmarle.criplanning
Revised drawings addressing the comments listed above are required. Include updated ARB revision dates on
each drawing. Please provide a memo including detailed responses indicating how each comment has been
addressed. If changes other than those requested have been made, identify those changes in the memo also.
Highlighting the changes in the drawing with "clouding" or by other means will facilitate review and approval.
If you have any questions concerning any of the above, please feel free to call me.
Sincerely,
Margaret Maliszewski
Principal Planner
CC: Joe Werres /County of Albemarle - Public Works
401 McIntire Road
Charlottesville, VA 22902
Megan Yaniglos, Zoning and Current Development
w.
Megan Yaniglos
7 V14
IRGIi
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 21, 2007
VMDO Architects
c/o Todd Bullard
200 E. Market Street
Charlottesville, Va 22902
RE: ARB2007 -00109 Brownsville Elementary School Addition & Renovations
Tax Map 56, Parcel 17A
Dear Mr. Bullard:
The Albemarle County Architectural Review Board, at its meeting on December 3, 2007, held a work session
on the Brownsville Elementary School Addition. In consensus, the ARB indicated that the revised gym design
is moving in the right direction, although more information is required on the following issues: the color of the
metal; the articulation of the gable end; the location, visibility, and treatment of the dumpster; the treatment of
the end of the canopy; and the amount of concrete at the corner of the gym and the drop area.
You may submit your application for continued ARB review at your earliest convenience. Application forms,
checklists and schedules are available on -line at www.albemarle.org/planning
Revised drawings addressing the comments listed above, and those from previous reviews, are required.
Include updated ARB revision dates on each drawing. Please provide a memo including detailed responses
indicating how each comment has been addressed. If changes other than those requested have been made,
identify those changes in the memo also. Highlighting the changes in the drawing with "clouding" or by other
means will facilitate review and approval.
If you have any questions concerning any of the above, please feel free to call me.
Sincerely,
Margaret Maliszewski
Principal Planner
Cc: County of Albemarle- Public Works
c/o Joe Werres
142 McIntire Road
Charlottesville, VA 22901
Megan Yaniglos, Zoning and Current Development
File
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pF AI,13
1
t RGINI
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Lisa Glass
Project Manager, Building Services Department
2751 Hydraulic Road
Charlottesville, VA 22901
RE: SDP 2007 — 105 Brownsville Elementary School Addition
Dear Ms. Glass,
I have reviewed your request to increase the student population at Brownsville Elementary from 456 to 646
students and the available parking from 112 spaces to 128 spaces. I find that the parking study you have
provided is well reasoned and you have used the most conservative number. You are within the previous
ordinance parking standards but more importantly you based the increased need for parking on the number
of classrooms that are being added. I believe this is the best measure of parking need.
Therefore, the expansion proposed will require 15 additional parking spaces for a total required parking of
127 spaces.
If you have any questions please let me know.
Sincerely,
William D. Fritz, AICP
Chief of Zoning
OF ALIj
ti
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: SDP -2007- 00105, Brownsville Elementary School, Major Amendment
Plan preparer: Mr. Todd Bullard, VMDO Architects (fax 434.296.4496)
Owner or rep.: Mr. Joseph Werres, County of Albemarle (fax 434.972.409 1)
Date received: 09 October 2007 (plan date 08 October 2007)
Rev.1 09 January 2008 (plan date 01 January 2008)
Date of Comment: 10 October 2007
Rev.1 08 February 2008
Engineer: Allan Schack
Rev. I Max Greene
The major amendment to the final site plan for Brownsville Elementary School, received on 09 January
2008, has been reviewed. The engineering review for current development requires more information
prior to recommending approval. The following items need to be adequately addressed:
A. Final site plan comments:
1 . Please show a dated and Signed professional sea! eH all the plans. [1832.6.14
Comment appears adequately addressed
2. Please the County geoaleonstmc Hetesoii the piaHs. [D :
Comment appears adequately addressed
3. Please provide a signed, dated professionally sealed set of computations for the pipe system,
including the spread computations at the drop inlets [18- 32.6.6d, 32.7.4.1 ]
Comment does not appear adequately addressed.
4. Please provide the profiles for the entire pipe system, including the proposed and existing
pipes. [ 18- 32.6.6d]
County policy requires an emergency overflow as part of the storage system. In
addition, pipes are not to be reduced in diameter down stream. Please show the
emergency overflow and control weir as part of the storage chamber and a 24" pipe
exiting the structures.
5. Please label eaeh dFainage related item on the plan view sheet. [l 8 32.6.60]
Comment appears adequately addressed
6. Please pfevide a drainage st imaryytable on the plaHs [18 32.6
Comment appears adequately addressed
7. Please provide computations for all related drainage structures. [I 8-32.6.6d]
8. Please show IS -1, inlet shaping, at all drainage structures. [DM]
Comment does not appear adequately addressed
9. Please provide a sa" slab foF ail manholes that exeeed a depth of 12'. [DN41
Comment appears adequately addressed
10. Please show typieal Sections f;3r the travelways and asphalt sefviee aFeas. [ 18 32.6.6el
Comment appears adequately addressed
H. Please label the type of etirb ing to be tised and label the eurb Fad i i. [1832.6-.4el
Comment app, s adequately addressed
A , L need to be at least 5'wide.12. Please label thewidths of the sidewailis an the plaas, Siddel-A-11—
r 1 8 4 .12. t rv- 1 ]
Comment appears adequately addressed
13. Please label if the tFavelway i5 going to be one way oF two way atid show Pr +1-8-
n •'
Comment appears adequately addressed
14. Per the answer to question 13, please revise the parking and aisle lengths and widths to meet
the dimension requirements. [18- 12.16c3]
Parking does not appear to meet the minimum requirements for angled parking
standards.
15. Please pFovide infofmation on the plans that shows the dumpster meets the
Comment appears adequately addressed
16. An approved E &SC and SWM plan are required before the final site plan can be approved.
18-32.7.4.
Applications and fees are required prior to review.
17. Detail for underground stormwater storage does not appear to match the proposed use. Detail
states use is for parking and travel ways and shows pavement will be installed over structure.
18. Please show details for play ground equipment installation over the storage structure. This
office requests the underground structure moved from under the playground area for safety.
19. Additional comments may be forthcoming on future submittals due to the required changes.
File: E2_lsp_MRG_07 -10 Brownsville Elementary School.doc
ALA 'tI
A
GI, X'
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: SDP -2007- 00105, Brownsville Elementary School, Major Amendment
Plan preparer: Scott Collins, Collins Engineering [email: COitl c:ctllr_ns_ellUireei i,n.c }lip]
Owner or rep.: Joseph Werres, County of Albemarle [email: J\verres(<t_ailbcmirte.gx -g]
Date received: 09 Oct 2007
Rev 1: 09 Jan 2008
Rev2: 1 1 Apr 2008
Rev3: 13 May 2008
Date of Comment: 10 Oct 2007
Revl: 08 Feb 2008
Rev2: 25 Apr 2008
Rev3: 28 May 2008
Engineer: Allan Schuck
Rev 1: Max Greene
Rev2, 3: Jonathan Sharp
A. Final site plan comments:
All comments have been addressed.
B. Stormwater Management Plans
The 48" manhole (Structure 22) should be sized larger because of the 42" pipe running to it.
This may have an affect on the outlet structure weir dimensions.
Rev]: The 12 " diameterpipe must be capsized to a 15 " minimum diameter. Also, on sheet 4,
one of the raintank details still specifies a 42 "pipe.
3. The low flow orifice should specify a trash rack.
Rev]: Please remove the trash rack from the invert in of'the 12 "pipe. There would be no
Tray to access the trash rack for maintenance.
4. Please specify the critical durations used for the 2. 10, and 100 year routings.
Revl: It appears that the critical durations are alwr rs set to the time of concentration. It
appears that the actual critical durations for the 2, 10, and 100 year storm occur before 12
minutes. My calculations came to 3 min, 2 min, and I min respectively. Please specify the
critical duration (duration of peak) in the calculation package.
6. The control structure information in the calculation package does not match the plans.
Rev]: Control structure information has not been provided in the latest calculation
package. Please provide the hydraulic dimensions and coefficients for each weir, orifice,
culvert or other control structure used in the routing model, matching plans. Is the facility
sized for future development? It appears that the facility could be reduced bi 113 or more
and still be able to provide adequate detention and freeboard. I would double check your
calculations for the WSE of'the 100 year storm; it appears to be overly high. Also, the 100
year storm does not need to pass through the facility, because detaining the 100 j storm
is not required.
C. Erosion and Sediment Control Plans
10. The drainage area snap going to the facility appears to be wrong in some areas. Drainage may
exceed 3 acres; a basin may be necessary.
Rev]: The following comments are in regards to the Sediment Basin:
a. There is not enough freeboard for the principle spilhvay. Without an emergency
spillway, there should be 3 feet between the principle spillway and top of dam.
b. The head provided for the principle spilhvay is incorrect. The head should be measured
from the principle spillway to the design highwater elevation. The head is 0.48 feet, not
the 2.5 ftet specified. As a result, the principle spillway is not adequate.
c. Baffle calculations are incorrect. It appears that baffles will be required.
d. Orifice calculations are incorrect. It appears that the orifice should be sized at 3 "for
adequate dravdown time.
12. Please provide an adequate channel analysis for the swale downstream of the facility running
to the buffered stream.
Revl: comments not addressed. I can find nothing included with the submittal that shows
that MS -19 has been met.