HomeMy WebLinkAboutSDP200700026 Review Comments 2004-08-26J�
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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
August 26, 2004
Marcia Joseph
481 Clarks Tract
Keswick, VA 22947
RE: ARB- 2004 -83: Pantops Place Office Building — Tax Map 78, Parcel 13A
Dear Ms. Joseph:
The Albemarle County Architectural Review Board, at its meeting on August 16, 2004, completed a preliminary
review of the above -noted request to construct an office building with associated site improvements. The
Board offered the following comments for the benefit of the applicant's final submission. Please note that the
following comments are those that have been identified at this time. Additional comments may be added or
eliminated based on further review and changes to the plan.
Regarding the Site Plan
The ARB made the following comments and suggestions, which include staff's recommendations, for the
benefit of the applicant's next submittal.
1. Provide samples of all proposed window and door glass, metal roofing and aluminum storefront
color. Provide samples of colors and materials for the synthetic stucco, cast stone sills, brick, and
mortar.
2. Show locations of all site equipment on drawings. Make use of existing site characteristics to
eliminate their visibility from the EC.
___ Provide additional planting to buffer the loading space from the EC and planting and / or built
structures to buffer the dumpster space from the EC. Use species listed in the County
Recommended species list. List additional proposed species and sizes in the plant schedule on
the drawings.
' To partially compensate for the loss of local wooded areas, choose plant species indigenous to
the area to form the basis for a site planting plan. Base choices on the existing wooded area and
propose plant associations appropriate for the context. Consider retaining and augmenting the
existing drainage swale with planting.
5. Provide plan detail of the full extents of the retaining wall. Include spot elevations to describe local
elevations for top of wall, bottom of wall, etc. Provide material descriptions, construction methods
and material samples for the retaining wall. Wall materials shall coordinate with the building
materials.
6. Provide smooth transitions from proposed to existing topographic conditions. Indicate limits of
grading and drainage easements on the drawings. Coordinate earthwork with adjacent property
owners. Provide a copy of the grading and drainage easement agreement.
_' Show accurate "tree line to remain" on the adjacent parcel. Provide signed Conservation Plan
Check list. Indicate extent of tree protection on the drawings.
Page 2
August 26, 2004
In support of maintaining the presence, character and strength of local plant species consider the
following plant substitutions:
a. Ulmus americana (American Elm) 'New Harmony' or other Dutch elms disease resistant
cultivars in place of Zelkova serrata
b. Halesia carolina, (Carolina Silverbell) in place of Styrax japonicus
C. Cersis canadensis, (Redbud) in place of Prunus x yedoensis
In concern for lack of disease resistance in urban environments, consider replacing Corpus florida
with another indigenous flowering subcanopy species of tree.
9. Adjust planting plan to reflect 35' spacing minimum for shade trees along the EC. Indicate on the
drawings that the shade trees along the EC will be planted at 3 caliper minimum.
-1 -10. Provide additional trees along the west and east perimeter of the parking lot. Indicate on the
drawings that the trees will be planted at 2 W minimum. Consider planting the existing swale to
the east in lieu of the proposed 36" pipe.
X11. Indicate on the drawings that at least 6 interior parking lot trees are to be planted at 2 %2' caliper
minimum. List all proposed plant species on the planting schedule.
-12. Provide tree planting areas that are five (5) feet minimum across.
13. Show intentions for the ground plane throughout the project. Indicate on the drawings and in the
planting schedule any additional proposed plant species.
' —1 4. Indicate the location of water service lines. Shift all trees out of the Sanitary Sewer easement.
Show the SS easement within the boundaries of the parcel.
15. Provide sample of all proposed window glass types for review, including clear glass and spandrel
glass. Provide complete lighting information, including a photometric plan and manufacturer's cut
sheets with all options identified (fixtures, lamps proposed, fixture finish. etc.).
16. Provide complete signage details including color, size and character of each sign. All illuminated
signs must have an opaque background. Provide a completed signage checklist of requirements.
17. Address the scale of the elements in the pediment.
18. Clarify the structure, character, materials, etc. of the vertical elements flanking the large window
area on the west elevation.
19. The west elevation might benefit from a brick base.
You may submit your application for final ARB review at your earliest convenience. Application forms,
checklists and schedules are available on -line at www.albemarle.oro /r)lannino
Revised drawings addressing the comments listed above are required. Please include a memo outlining how
each comment has been addressed. If changes other than those requested have been made, identify those
changes in the memo also.
If you have any questions concerning any of the above, please feel free to call me
Sincerely,
Amy Arnold
Landscape Planner
AM /jcf
Cc: Francis MacCall
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1 2
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 2.2902 -4596
Phone (434) 296 -5832 Fax (434) 9724126
April 26, 2006
Marcia Joseph
Joseph & Associates LLC
481 Clarks Tract
Keswick VA.22947
RE: SDP- 2004 -055 Pantops Place Preliminary Site plan
Dear Madam:
The Planning Commission approved the following waiver for above - referenced site plan at its January 10,
2006 meeting:
Waiver to allow disturbance of critical slopes.
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 April 26,
2007. If the preliminary site plant 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.
The Erosion and Sediment Control Plan and the BUT Stormwater Management Plan, with the associated
applications and fees, may also be submitted with the eight (8) tentative Plans. Failure to do so will result in a
separate application to be filed with the Department of Community Development at a later date.
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 Wust 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 Zoning & Current Development Division shall not accept submittal of the final site plan for signature
until tentative approvals for the following conditions have been obtained:
Zoning & Current Deveiopxnent approval to include:
0 [18- 32.6.31 Approval of a landscape plan in compliance with Section 32.7 -9;
0 [18- 32.6.6 j and 18 -4.17) Submittal of a description and photograph or diagram and show the
location of each type of outdoor luminaire that emits 3,000 or more initial lumens. Please be
aware that installation of such lutxnirxaires in the future that are not shown on this plan shall
require an amendment to this plan;
❑ [ 18- 32.6.6 j and 18.4.17) Submittal of a photometric plan on the site plan demonstrating that
parking area luminaires are in compliance with 4.17.4.b
❑ [18- 32.6.4.11 The final plan approval is subject to the issuance of a Certificate of
Appropriateness from the ,Architectural Review Board.
Please contact Francis MacCaU at 296 -5832 if you have questions or require additional informatiou.
Xygineenn approval to include:
Q All applicable items as specified in the Design Standards Manual, Section 902 B.
Please contact Max Greene at 296 -5832 if you have questions or require additional information.
Albemarle County Service Authority approval to include:
❑ Review and approval of all final water and sewer plans.
Please contact Gary Whelan at 977 -4511 if you have questions or require additional information.
Fire & Rescue approval to include:
O [14 -4181 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:
® Review and approval of all final plans and drainage computations,
Please contact John Winn at 293 -0014 if you have questions or require additional iofortnation.
Sincerely,
Francis if MacC
Senior Planner
Zoning & Current Development
File: SDP - 2004 -055
Cc: Owner:
PANTOPS INVESTORS LLC
415 DEER BROOKE DR
ALLEN TX 75002
The Zoning & Current Development Division shall not accept submittal of the final site plan for signature
until tentative approvals for the following conditions have been obtained:
Zoning & Current Development approval to include:
❑ [18- 32.6.3] Approval of a landscape plant in compliance with Section 32.7.9;
❑ f 18-32.6.6.j and 18 -4.171 Submittal of a description and photograph or diagram and show the
location of each type of outdoor luminaire that emits 3,000 or more initial lumens. Please be
aware that installation of such luminaires in the Future that are not shown on this plan shall
require an amendment to this plan;
❑ [18- 32.6.6.3 and 18 -4.17) Submittal of a photometric plan on the site plan demonstrating that
parking area luminaires are in compliance with 4.17.4.b
❑ (18- 32.6.4.1) The final plan approval is subject to the issuance of a Certificate of
Appropriateness from the Architectural Review Board_
Please contract Francis MacCall at 296 -5832 if you have questions or require additional inf'onnatioo.
Engineering approval to baclude:
❑ All applicable items as specified in the Design Standards Manual, Section 902 B.
Please contact Max Greene at 296 -5832 if you have questions or require additional information.
AIbemarle County Service Authority approval to include:
❑ Review and approval of all final water and sewer plans.
Please contact Gary Whelan at 977 -4511 if you have questions or require additional iunfbmiation_
Fire & Rescue approval to include:
❑ [14 -418] Verify adequate hire flow is available.
Please contact James Barber at 296 -5833 if you have questions or require additional information.
VDOT approval to include:
❑ Review and approval of all final plans and drainage computations.
Please contact John Winn at 293 -0014 if you have questions or require additional information.
Sincerely,
Francis H MacCa
Senior Planner
Zoning & Current Development
File: SDP -2004 -055
Cc: Owner:
PANTOPS INVESTORS LLC
415 DEER BROOKE DR
ALLEN TX 75002
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone(434)296 -5832
Project:
Plan preparer:
Owner or rep.:
Date received:
Date of Comment:
Engineer:
SDP - 2004 - 00055, Pantops Place, Final Site Plan
Ms. Marcia Joseph, Joseph Associates, LLC
Mr. Michael Spooner, Pantops Investors, LLC
28 June 2006 (plan rev. date 26 June 2006)
21 August 2006
Allan Schuck
Fax(434)972 -4126
(fax 434.984.4199)
(fax unknown)
The final site plan for Pantops Place, received on 28 June 2006, has been reviewed. The engineering
review for current development will recommend approval of the final site plan when the following items
are adequately addressed: Engineering personnel is available from 2 -4 PM on Thursdays to discuss these
review comments. Please contact Mr. Glenn Brooks, PE, to schedule a time.
A. Final site plan comments:
1. It appears the applicant needs to submit a new application for a final site plan along with a copy of
the preliminary site plan approval letter. [Policy]
2. Please change the title from a preliminary to a "final" site plan. [Policy]
3. Please provide a signed and dated professional seal on the final site plans and computations. [18-
32.6.1 ]
4. Please revise the grading in the parking areas to be less than 5 percent. [18- 4.12.15c]
5. The applicant needs to provide easements for proposed offsite grading. [18- 32.7.5.2]
6. Please provide spot elevations at the parking lots to show that the drainage will be adequately
addressed with this plan. [I 8-32.6.6d]
7. Please provide a detail for the dumpster pad. It needs to meet the 8' minimum depth of concrete
before the dumpster. [18- 4.12.19b]
8. It appears that the drainage will proceed to the dumpster from DI -3 at Location G. Engineering
recommends installing a 6" high concrete pad at this location. This should prevent the site
drainage from proceeding into the dumpster area. [I 8-4.12.19b]
9. The applicant has not provided any drainage maps with the computations. The drainage
computations (storm system, inlets, etc...) cannot be reviewed without confirming the drainage
areas to each item shown on a drainage map. [DM909. I A 1 ]
10. The maximum separation of access points for a 24" pipe is 300'. [VDOT Drainage Manual, Table
9.3.6] Please provide a manhole structure along LN 7 for the 24" pipe system between Points K
and J as shown on Sheet 2 of 3. [DM 505.E -6]
11. Please shown inlet shaping at all structures where the flow drop exceeds 4'. A note on the plans
and profiles with the symbol, IS -1, is sufficient. [DM 505E9]
12. The invert elevations of the outflow trunk lines will be at least 0.1' lower than the inflow invert
elevations at all junctions. Please revise on plan and profile sheets. [DM 505E1 1]
13. It appears the existing drainage easement will need to be widened to accommodate the new 24"
pipe system along the eastern property line. Please review and comment. [DM 1 101 B]
14. Please show the storm system profiles included on a separate sheet with the final site plan, just not
Engineering Review comments
Sheet 2 of 3
in the computation packet. [ 18- 32.6.6d I]
15. Please provide computations to confirm that the downstream drainage system is adequate for the
final site plan. [Policy, MS -19]
16. The SWM and E &SC plans need to be approved before Engineering can recommend approval to
the final site plan. [18- 32.7.4.3]
17. VDOT approval of the final site plan is required before Engineering can recommend approval.
[DM 902013]
18. Additional comments and /or conditions may be forthcoming, on the review of future submittals,
due to the changes required for this plan submittal.
B. Stormwater management plan comments:
Reviewed under WPO- 2006 -00
19. The applicant has NOT submitted a Water Protection Application or fee for this site plan.
Engineering has performed a cursory review of the SWM plan at this time. [17 -209]
20. A sheet labeled SWM plan is needed with the next submittal.
21. The applicant needs to submit a BMP computation sheet for each drainage area within the property
lines for this site plan. The applicant needs to show that the proposed SWM facilities meet the
requirements. [DM 503.2C]
22. The applicant has submitted computations for the SWM facility. However, no drainage area map
was included. A review of the computations was not possible without a correlating drainage map.
The drainage map needs to be included along with a copy of the revised computations. [DM909. I ]
23. No SWM quality is proposed on the SWM plan.
24. All required information listed in VESCH 3.11 and DM 503.1 F needs to be shown on the SWM
plan if using a biofilter for SWM. [VESCH and DM 503.1 F]
25. The proposed SWM facilities need to be shown in plan and profile view. [DM 909.2A I]
26. Show an access road and easement to the rear of the site for SWM maintenance. [DM503.1D]
27. Please show that the MS -19 conditions are adequately addressed with this SWM plan.
28. It appears that the applicant already has a SWM maintenance agreement in place.
29. The applicant needs to submit a Water Protection Ordinance Application and fee to the County
before the SWM plan can be reviewed by County staff. Please submit two (2) copies of the SWM
plan and required computations to be reviewed. [17 -303]
30. Additional comments and /or conditions may be forthcoming, on the review of future submittals,
due to the changes required for this plan submittal.
C. Erosion and sediment control plan comments:
Reviewed under WPO- 2006 -00
Narrative:
31. The E &SC Narrative appears adequate.
32. Please state in the narrative and plan sheets that the required fill material will come from a site
with an approved E &SC plan. [VESCH]
33. The Narrative may need to be revised in accordance to the changes listed below.
Plans:
34. The applicant has NOT submitted a Water Protection Application or fee for this site plan.
Engineering has performed a cursory review of the E &SC plan and narrative at this time. [ 17 -209]
35. Please show a north arrow on the E &SC plans. [VESCH]
36. Please show how the southern tip area will be protected during construction. [DM907C]
37. A paved construction entrance will be required for this site. Please label as such on the E &SC
plans and provide the appropriate detail. [VESCH, DM, Chapter 5, WR -1]
38. Please show the general E &SC construction notes on the E &SC plans. [VESCH Table VI -15]
39. Please show the dust control symbol, DC, on the E &SC plan sheets. [VESCH 3.39]
40. Please show inlet protection (IP) and outlet protection (OP) on the plan sheets. [VESCH]
Engineering Review comments
Sheet 2 of 3
41. Please provide the following information for the sediment trap. [VESCH 3.13]
• Show the bottom dimensions of the sediment trap.
• Label the bottom elevation of the sediment trap on the plans.
• Provide the areas (L* W) at each elevation of the sediment trap.
• Provide computations showing that the as -built conditions of the sediment trap
will meet the required storage of 6512 CF. The submitted computations only
show the required volumes not how the proposed volumes of wet storage = 4537
CF and dry storage = 5737 CF were computed.
• Show and label the required weir length (I U) and elevation of the weir on plans.
42. Provide written documentation that an offsite easement has been granted from the adjoining
property owner for the offsite grading.
43. The applicant needs to submit a Water Protection Ordinance Application and fee to the County
before the E &SC plan and narrative before the next E &SC plan can be reviewed by County staff.
Please submit two (2) copies of the E &SC plan to be reviewed. [ 17 -203]
Items B and C need to be completed before a grading permit can be issued for this project.
File: F,l_fsp_ ADS_04 -055 Pantops Place.doc
ALfjF
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�IkGIsk
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: SDP200600026, Pantops Place,
Plan preparer: Ms. Marcia Joseph, Joseph Associates, LLC (fax 434.984.3098)
Owner or rep.: Mr. Michael Spooner, Pantops Investors, LLC (fax (972) 531 -2833)
Date received: 20 February 2007
Date of Comment: 09 March 2007
Engineer: Max Greene
The plans for Pantops Place, received on 20 February 2007, have been reviewed. The
engineering review for current development will recommend approval of the Water Protection
plans. The following is a "punch list" for approval:
A. Final site plan comments:
Reviewed under SDP200700026
1. Please provide a signed and dated professional seal on the final site plans and
computations. [18-32.6.1]
2. VDOT approval of the final site plan is required before Engineering can recommend
approval. [DM 902013]
3. Please show the SWM easement on the Site plan, as this will be the permanent record.
4. A manhole will be required for the transition between the existing stormwater pipe from
Richmond road and the proposed 24" pipe, unless the existing slope of the pipe can be
maintained. In the case of the later, if the slope of the existing pipe can be maintained
then the manhole will have to be moved so as not to exceed the maximum 300' distance
allowed between Manholes for this size of stormwater pipe's repair and maintenance of
the system.
5. A profile is required for the 24" stormwater pipe addition frorn Richmond Road.
B. Stormwater management plan comments:
Reviewed under WPO -2006 -00088
1) Please make the following changes to the SWM facility detail. [DSM- 909.2A]
i) Keep the existing elevation for the top of the riser and raise the bottom of the basin,
riser and dewatering orifice and the invert out of the pipe by ((� 6" to allow for
positive drainage into the receiving channel. This change will reduce the amount of
backwater into the pipe and structure from the existing channel during small storm
events.
ii) A standard base will be shown installed on the riser per State requirements.
2) Pipe deflection angle of 90 degrees or less is required. [DSM505E12] Please make the
angle 90 degrees instead of the 95 degrees as shown. (Measurement of angle is from
Engining Review comments
Sheet 2 of 3
direction of flow)
C. Erosion and sediment control plan comments:
Reviewed under WPO- 2006 -00088
Narrative:
3) Please move the temporary till diversion along the 24" pipe to the west of the pipe during
the pipe installation. And place a note on the plans that allows the contractor and E &SC
inspector to field adjust the temporary till diversions in a manner that will maintain
positive flow to the Sediment control structures.
4) Sediment trap #2 is not drawn per Std. & Spec. 3.13, and does not appear to protect the
drainage area. This office suggests installing the 24" pipe then onstructing a sediment
trapping measure in the form of a modified Check dam over tii_ pipe backfill. The
modified check dam will run perpendicular to the pipe and from basin #1 to the clean
:ter diversion on the adjacent slope. The modified check dam will be a minimum 4 foot
in height and will have a 1 -foot low flow depression across the middle 10 feet. This
material can be utilized for the channel annament once the drainage area is deemed
stabilized by the inspector.
5) The E &SC Narrative appears adequate.
Eiib, - personnel is available from 2 -4 PM on Thursdays to discuss review comments.
Please contact Mr. Allan Schuck, to schedule a time.
File: E2 ESC,SWM_ MRG_Pantops Place.doc
C � of ALp 1r
7E
a IRCI�
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832
Project:
Plan preparer:
Owner or rep.:
Date received:
Date of Comment:
Engineer:
SDP200600026, Pantops Place,
Ms. Marcia Joseph, Joseph Associates, LLC
Mr. Michael Spooner, Pantops Investors, LLC
20 February 2007
09 March 2007
Max Greene
Fax (434) 972 - 4126
(fax 434.984.3098)
(fax (972) 531 -2833)
The plans for Pantops Place, received on 20 February 2007, have been reviewed. The
engineering review for current development will recommend approval of the Water Protection
plans. The following is a "punch list" for approval:
A. Final site plan comments:
Reviewed under SDP200700026
Please provide a signed and dated professional seal on the final site plans and
computations. [18-32.6.1]
2. VDOT approval of the final site plan is required before Engineering can recommend
approval. [DM 902013]
3. Please show the SWM easement on the Site plan, as this will be the permanent record.
69 ) ""A manhole will be required for the transition between the existing stormwater pipe from
Richmond road and the proposed 24" pipe, unless the existing slope of the pipe can be
maintained. In the case of the later, if the slope of the existing pipe can be maintained
then the manhole will have to be moved so as not to exceed the maximum 300' distance
allowed between Manholes for this size of stormwater pipe's repair and maintenance of
the system.
A profile is required for the 24" stormwater pipe addition from Richmond Road.
B. Stormwater management plan comments:
Reviewed under WPO -2006 -00088
1) Please make the following changes to the SWM facility detail. [DSM- 909.2A]
i) Keep the existing elevation for the top of the riser and raise the bottom of the basin,
riser and dewatering orifice and the invert out of the pipe by ((� 6" to allow for
positive drainage into the receiving channel. This change will reduce the amount of
backwater into the pipe and structure from the existing channel during small storm
events.
ti) A standard base will be shown installed on the riser per State requirements.
2) Pipe deflection angle of 90 degrees or less is required. [DSM505E12] Please make the
angle 90 degrees instead of the 95 degrees as shown. (Measurement of angle is from
Engineer, ._ eview comments
Sheet 2 of 3
direction of flow)
C. Erosion and sediment control plan comments:
Reviewed under WPO -2006 -00088
Narrative:
3) Please move the temporary fill diversion along the 24" pipe to the west of the pipe during
the pipe installation. And place a note on the plans that allows the contractor and E &SC
inspector to field adjust the temporary fill diversions in a manner that will maintain
positive flow to the Sediment control structures.
4) Sediment trap #2 is not drawn per Std. & Spec. 3.13, and does not appear to protect the
drainage area. This office suggests installing the 24" pipe then constructing a sediment
trapping measure in the form of a modified Check dam over the pipe backfill. The
modified check dam will run perpendicular to the pipe and from basin #1 to the clean
water diversion on the adjacent slope. The modified check darn will be a minimum 4 foot
in height and will have a 1 -foot low flow depression across the middle 10 feet. This
material can be utilized for the channel annament once the drainage area is deemed
stabilized by the inspector.
5) The E &SC Narrative appears adequate.
Engineering personnel is available from 2 -4 PM on Thursdays to discuss review comments.
Please contact Mr. Allan Schuck, to schedule a time.
File: E2 ESC,SWM_ MRG_Pantops Place.doc
" >RGINXP
COUNTY OF ALBEMARLE
Phone(434)296 -5832
Project:
Plan preparer:
Owner or rep.:
Date received:
Date of Comment:
Planner:
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Fax(434)972 -4126
SDP200700026, Pantops Place,
Ms. Marcia Joseph, Joseph Associates, LLC phone: (434) 984 -4199
481 Clark Tract fax: (434) 984 -3098
Keswick, VA 22947 email: marcia481(gi earthlink.net
Mr. Michael Spooner, Pantops Investors, LLC phone: (972) 431 -2833
415 Deer Brooke Trail fax: (972) 531 -2833
Allen, TX 75002
e -mail: mspooner ci>aol.com
03 March 2007
29 March 2007
Patrick Lawrence, Senior Planner
The Planner for the Zoning & Current Development Division of the Albemarle County Department
Community Development will recommend approval the final site 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.
This plan has been submitted as a Final Site Plan and as such "shall reflect conditions of approval
the approval of the Preliminary Site Plan" [Section 32.6.61. The comments below may require
substantial revisions to the plan and additional review. Each comment is preceded by the applicable
reference to the Code of Albemarle County.
Chapter 18 — Section:
32.6.1 "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. " [ Emphasis added]
Please, seal sign seal and date all copies of the final site plan.
32.6.6 "The final site plan shall reflect conditions of approval of the prelimintuy site plait.
The final site plan shall contain the following information in addition to all the
information required on the preliminary site plan:
a. "Specific written schedules or notes as necessary to demonstrate that the
requirements of this chapter are being satisfied.... "
➢ Please provide a parking schedule that is compliant to code by agreeing with the dimensions
of the building and the requisite 80% gross square footage for number of parking spaces.
➢ Please provide an accurate schedule of pipe lengths and appurtenances for water and sanitary
sewer. Did ACSA make this comment? If not, you probably don't need to.
y- On the landscape plan, please provide both the area of tree coverage removed from the site
and the proposed tree coverage in square feet; details and planting schedules. We don't
necessarily need this information, unless they were required to retain a certain percentage,
etc. Otherwise, they should identify the existing tree -line, general types of trees within each
area (i.e. scrub white pine or various hardwoods) and then single out large caliber or
significant trees. Obviously, the provided area of trees is important, particularly the canopy.
The lighting plan shall contain the number of full cut -off luminaire fixtures and photometric
schedule.
c. "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
ofpropo.sed 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. "
Please provide the appropriate plans, profiles and schedules for water fire protection and sanitary
sewer review and comment. Details of specific appurtenances and connections to existing sources
shall be shown. We really leave this up to ACSA and Fire and Rescue — it might be appropriate to
note that she needs approval from both agencies. Otherwise, just pass on their comments to her
along with any other comments you've received.
d. "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; [Emphasis added]
3. 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 allowfreld stake
out of'all proposed work the boundary lines; [Emphasis added]
4. A drainage .summary table for culverts, storm sewer and channels.
S. A legend showing all symbols and abbreviations used on the plan;
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 ,f ,fifty (50) acres or more provided that the county engineer may waive this requirement
,for drainage areas of less than one hundred (100) acres upon determination that such
information is unnecessary for review of the proposed development. "
Please provide existing and proposed grades for all profiles. Structures shall have finish floor
elevations and spot elevations at finished grade. Pipes and channels shall show flow line elevation.
Show note to the effect that the described property is either within the 100 -year flood plain or not.
This is more of an engineering issue — it's okay to mention it, but not always necessary. Just make
sure that your comments are in agreement with the engineers.
2
e. "Typical street sections together with specific street sections... "
Please provide typical sections of drives, parking areas, and approaches with elevations at public
thoroughfares per VDOT standards.
f. "Signature panel for department of planning and community development. "
Please provide a signature panel for all responsible departments and agencies for final approvals:
➢ Department of Community Development — Zoning and Current Development
Section;
➢ Department of Community Development — Engineering Section;
➢ Division of Fire and Rescue;
➢ Albemarle County Service Authority;
➢ Albemarle County Architectural Review Board;
➢ Virginia Department of Transportation.
➢ Albemarle County Building Official
g. "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 surf icingfor
all paved or gravel areas. " [ Emphasis added]
Please provide the method of parking calculations according to County Code Section 4.12.6
Required Number of Spaces, by supplying appropriate building dimensions, gross square footage, net
square footage and resultant corrected number of parking spaces, loading space(s) and shown on the
site plan.
h. "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 afoot:
2. Existing contours - one -half (%) 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 afoot;
5. Existing structures, utilities and other topographic features - within two (2) feet. For critical
structures, accuracy should be within one -tenth (0.10) of afoot;
6 Proposed structures, roads, parking lots and other improvements - within one hundredth
(0.01) of afoot. " [ Emphasis added]
Please provide correctly scaled and dimensioned improvements as required.
i. "Landscape plan in conformance with section 32.7.9. "
Please provide a landscape plan with requisite planting details and schedules compliant to all of
Section 32.7.9 et seq. including the elements for "tree canopy" and "parking lot landscaping."
Might be worth adding a sample table — Gerald has a good one.
j. "Outdoor lighting information including a photometric plan and location, description, and
photograph or diagram of each type of outdoor luminaire fixture. "
Please provide a lighting plan on separate sheet(s), as required, as provided in Chapter 18 Section
4.17 et seq. of the County Code including: location of fixtures, fixture schedules, photometric
plan denoting lumens cast on the ground.
Upon completion of the above listed requirements, resubmittal this Final Site plan will be circulated
to requisite state and county agencies, County departments and the Architectural Review Board for
review and comment. Upon final approval by all entities, reproducible mylars and paper copies will
be requested for authorized signatures of approval.
3
� IRG11`
COUNTY OF ALBEMARLE
Phone (434) 296 -5832
Project:
Plan preparer:
Owner or rep.
Date received:
Date of Comment:
Planner:
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Fax (434) 972 -4126
SDP200700026, Pantops Place,
Ms. Marcia Joseph, Joseph Associates, LLC phone: (434) 984 -4199
481 Clark Tract fax: (434) 984 -3098
Keswick, VA 22947 email: marcia481 @earthlink.net
Mr. Michael Spooner, Pantops Investors, LLC phone: (972) 431 -2833
415 Deer Brooke Trail fax: (972) 531 -2833
Allen, TX 75002
e -mail: mspooner a,aol.com
03 March 2007
29 March 2007
Patrick Lawrence, Senior Planner
The Planner for the Zoning & Current Development Division of the Albemarle County Department
Community Development will recommend approval the final site 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.
This plan has been submitted as a Final Site Plan and as such "shall reflect conditions of approval
the approval of the Preliminary Site Plan" [Section 32.6.6]. Several of the comments below may
require substantial revisions to the plan and additional review. Each comment is preceded by the
applicable reference to the Code of Albemarle County.
Chapter 18 — Section:
32.6.1 "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. " [Emphasis added]
Please, seal sign seal and date all copies of the final site plan.
32.6.6 "The final site plan shall reflect conditions of approval of the preliminary site plan. The final
site plan shall contain the following information in addition to all the information required on the
preliminary site plan:
a. "Specific written schedules or notes as necessary to demonstrate that the requirements of this
chapter are being .satisfied.... "
Please verify that all schedules (parking, water & sanitary sewer, landscaping, and lighting) are
compliant to Code requirements and criteria:
Please verify that all schedules (parking, landscaping, and lighting) are compliant to Code
requirements and criteria:
Please provide a parking schedule that is compliant to code by agreeing with the dimensions
of the building and the requisite 80% gross square footage or provide the actual useable
space to calculate the number of parking and loading spaces.
On the landscape plan, please provide the proposed tree coverage in square feet; details and
planting schedules.
v The lighting plan shall contain the number of full cut -off Iuminaire fixtures and photometric
schedule.
c. "Detailed plans forproposed water and sanitary sewer facilities, including: all pipe sizes,
types and grades; proposed connections to existing orproposed 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 lilies 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 theplan
to conform to the station shown on the profile and indicate the top and invert elevation
of each structure. "
Please provide the appropriate plans, profiles and schedules for water fire protection and sanitary
sewer review and comment to the Albemarle County Service Authority (ACSA) and Fire and
Rescue.
d. "Detailed construction drainage and grading plans:
1. Profiles o f 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;
3. 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 front the boundary lines.
4. A drainage summary table for culverts, storm sewer and channels.
S. A legend showing all symbols and abbreviations used on the plan;
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) acres or more provided that the county engineer may waive this
requirementfor drainage areas ofless than one hundred (100) acres "poll determination
that such information is unnecessary for review of the proposed development. "
Per Engineering comments, please provide engineering development plans and profiles, storm water
maintenance plans, and erosion and sediment control plans with the resubmitted site development
plan set.
e. "Typical street sections together with specific street sections... "
Please provide typical sections of drives, parking areas, and approaches with elevations at public
thoroughfares per VDOT standards.
E
f. "Signature panel for department of'planning and community development."
Please provide a signature panel for all responsible departments and agencies for final approvals:
➢ Department of Community Development — Zoning and Current Development Section
➢ Department of Community Development — Engineering Section;
➢ Division of Fire and Rescue;
➢ Albemarle County Service Authority;
➢ Albemarle County Architectural Review Board;
➢ Virginia Department of Transportation;
➢ Albemarle County Building Official.
g "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 all paved or gravel areas. " [ Emphasis added]
Please provide the method of parking calculations according to County Code Section 4.12.6
Required Number of Spaces, by supplying appropriate building dimensions, gross square footage, net
square footage and resultant corrected number of parking spaces, loading space(s) and shown on the
site plan.
h. "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 afoot;
2. Existing contours - one- half ( % Z) 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 afoot;
S. Existing structures, utilities and other topographic features - within two (2) feet. For
critical structures, accuracy should be within one -tenth (0.10) of afoot;
6. Proposed structures, roads, parking lots and other improvements - within one
hundredth (0.01) ol'a foot. " [ Emphasis added]
Please provide correctly scaled and dimensioned improvements as required.
i. "Landscape plan in conformance with section 32.7.9. "
Please provide a landscape plan with requisite planting details and schedules compliant to all of
Section 32.7.9 et seq. including the elements for "tree canopy" and "parking lot landscaping."
j. "Outdoor lighting information including a photometric plan and location, description,
and photograph or diagram of each type of outdoor luminaire future. "
Please provide a lighting plan on separate sheet(s), as required, as provided in Chapter 18 Section
4.17 et seq of the County Code including: location of fixtures, fixture schedules, photometric plan
denoting lumens cast on the ground. All fixtures must be full cut -off lummaire.
Upon completion of the above listed requirements, resubmittal this Final Site plan will be circulated
to requisite state and county agencies, County departments and the Architectural Review Board for
review and comment. Upon final approval by all entities, reproducible mylars and paper copies will
be requested for authorized signatures of approval.
If I may be of further assistance, please don't hesitate to call me at (434) 296 -5832 ext. 3297
3
`• a � >RGINl�'�
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: SDP200700026, Pantops Place,
Plan preparer: Ms. Marcia Joseph, Joseph Associates, LLC phone: (434) 984 -4199
481 Clark Tract fax: (434) 984 -3098
Keswick, VA 22947 email: marcia481((p earth Iink.net
Owner or rep.: Mr. Michael Spooner, Pantops Investors, LLC phone: (972) 431 -2833
415 Deer Brooke Trail fax: (972) 531 -2833
Allen, TX 75002 e-mail: mspooner(waol.com
Date received: 03 March 2007
Date of Comment: 29 March 2007
Planner: Patrick Lawrence, Senior Planner
The Planner for the Zoning & Current Development Division of the Albemarle County Department
Community Development will recommend approval the final site 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.
This plan has been submitted as a Final Site Plan and as such "shall reflect conditions of approval the
approval of'the Preliminar -v Site Plan" [Section 32.66]. The comments below may require substantial
revisions to the plan and additional review. Each comment is preceded by the applicable reference to the
Code of Albemarle County.
Chapter 18:
I. Please, seal sign seal and date all copies of the final site plan. [32.6. 1 ]
2. Please provide the proposed tree coverage in square feet; details and planting schedules.
and
y Provide a lighting plan that contains the number of full cut -off luminaire fixtures and photometric
schedule or note that no outdoor lighting is proposed or will be provided. [3 2.6.6 (a)]
3. Please provide the appropriate plans, profiles and schedules for water fire protection and sanitary
sewer review and comment to the Albemarle County Service Authority (ACSA) and Fire and
Rescue. [32.6 6 (c)]
4. Per Engineering comments, please provide engineering development plans and profiles, storm
water maintenance plans, and erosion and sediment control plans with the resubmitted site
development plan set. [3 2.6.6 ((/)]
y 5. Please provide typical sections of drives, parking areas, and approaches with elevations at public
thoroughfares per VDOT standards. [3 2.6.6 (e)]
6. "Please provide a signature panel for all responsible departments and agencies for final approvals:
➢ Department of Community Development — Zoning and Current Development Section
y ➢ Department of Community Development — Engineering Section;
r ➢ Division of Fire and Rescue;
➢ Albemarle County Service Authority;
➢ Albemarle County Architectural Review Board;
v ➢ Virginia Department of Transportation;
-'➢ Albemarle County Building Official.
Until all agencies and departments have signed the approval block the site plan will not be considered
approved. [32.6.6 (f)]
7. Please provide the methodology of parking calculations according to County Code Section 4.12.6
Required Number of Spaces, by supplying appropriate building dimensions, gross square footage,
net square footage and resultant corrected number of parking spaces, loading space(s) and shown
on the site plan. [32. 6.6 (g)]
8. Please provide scaled and /or dimensioned improvements as required on all drawings. [32.6.6 (h)]
9. Please provide a landscape plan with requisite planting distances, details and schedules compliant
to all of Section 32.7.9 et scq. including the elements for "tree l canopy" and "parking lot
landscaping." [32.6.6 (1)]
10. Please provide a lighting plan on separate sheet(s), as required, as provided in Chapter 18 Section
4.17 et sea of the County Code including: location of fixtures, fixture schedules, photometric plan
denoting lumens cast on the ground. All fixtures must be full cut -off luminaire. [3 2.6.6 (j)]
Upon completion of the above listed requirements, resubmittal this Final Site plan will be circulated to
requisite state and county agencies, County departments and the Architectural Review Board for review
and comment. Upon final approval by all entities, reproducible mylars and paper copies will be requested
for authorized signatures of approval.
If I may be of further assistance, please don't hesitate to call me at (434) 296 -5832 ext. 3297
2
of :aLh�.rr �f :�,tt���`✓f
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:
SDP200700026, Pantops Place,
Plan preparer: Ms. Marcia Joseph, Joseph Associates, LLC phone: (434) 984 -4199
481 Clark Tract fax: (434) 984 -3098
Keswick, VA 22947 email: marcia481 (a)earthlink.net
Owner or rep.: Mr. Michael Spooner, Pantops Investors, LLC phone: (972) 431 -2833
415 Deer Brooke Trail fax: (972) 531 -2833
Allen, TX 75002 e-mail: mspooner ()aol.com
Date received: 03 March 2007
Date of Comment: 29 March 2007
Planner: Patrick Lawrence, Senior Planner
The Planner for the Zoning & Current Development Division of the Albemarle County Department
Community Development will recommend approval the final site 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.
This plan has been submitted as a Final Site Plan and as such "shall reflect conditions of approval the
approval of the Preliminary Site Plan" [Section 32.6.6]. The comments below may require substantial
revisions to the plan and additional review. Each comment is preceded by the applicable reference to the
Code of Albemarle County.
Chapter 18:
1. Please, seal sign seal and date all copies of the final site plan. [32.6. 1 ]
2. Please provide the proposed tree coverage in square feet; details and planting schedules.
and
Provide a lighting plan that contains the number of full cut -off luminaire fixtures and photometric
schedule or note that no outdoor lighting is proposed or will be provided. [32.6.6 (a)]
3. Please provide the appropriate plans, profiles and schedules for water fire protection and sanitary
sewer review and comment to the Albemarle County Service Authority (ACSA) and Fire and
Rescue. [32.6.6 (c)]
4. Per Engineering comments, please provide engineering development plans and profiles, storm
water maintenance plans, and erosion and sediment control plans with the resubmitted site
development plan set. [32.6.6 (d)]
5. Please provide typical sections of drives, parking areas, and approaches with elevations at public
thoroughfares per VDOT standards. [32.6.6 (e)]
6. Please provide a signature panel for all responsible departments and agencies for final approvals:
➢ Department of Community Development — Zoning and Current Development Section
➢ Department of Community Development — Engineering Section;
➢ Division of Fire and Rescue;
➢ Albemarle County Service Authority;
➢ Albemarle County Architectural Review Board;
➢ Virginia Department of Transportation;
➢ Albemarle County Building Official.
Until all agencies and departments have signed the approval block the site plan will not be considered
approved. [3 2.6.6 (f)]
7. Please provide the methodology of parking calculations according to County Code Section 4.12.6
Required Number of Spaces, by supplying appropriate building dimensions, gross square footage,
net square footage and resultant corrected number of parking spaces, loading space(s) and shown
on the site plan. [3 2.6.6 (g)]
8. Please provide scaled and /or dimensioned improvements as required on all drawings. [3 2.6.6 (h)]
9. Please provide a landscape plan with requisite planting distances, details and schedules compliant
to all of Section 32.7.9 et seq. including the elements for "tree canopy" and "parking lot
landscaping." [3 2.6.6 (i)]
' 10. Please provide a lighting plan on separate sheet(s), as required, as provided in Chapter 18 Section
4.17 et seq of the County Code including: location of fixtures, fixture schedules, photometric plan
denoting lumens cast on the ground. All fixtures must be full cut -off luminaire. [3 2.6.6 (j)]
Upon completion of the above listed requirements, resubmittal this Final Site plan will be circulated to
requisite state and county agencies, County departments and the Architectural Review Board for review
and comment. Upon final approval by all entities, reproducible mylars and paper copies will be requested
for authorized signatures of approval.
If I may be of further assistance, please don't hesitate to call me at (434) 296 -5832 ext. 3297
requiring a P right of way setback from the sidewalk. These increases will require the
building to move 1.5' to the south.
5- The plan will be revised to illustrate the current location of the drop inlet on
Route 250 E. We agreed that VDOT will provide pavement specifications for the
proposed 12' lane.
6- The drainage computations that have been approved by the county will be
included in the submittal.
7- The details of the curbing, handicap access etc. will be included.
8- In lieu of expanding the site line to show an additional 550' of road frontage,
Charles Baber has been contacted to confirm site distance requirements can be met. This
comment is surprising at this point in the process. The assumption was made that the
existing entrance installed by VDOT has the site distance that is required by VDOT. Can
you please help clarify this request?
9- There will be a plat required to illustrate the area that will be dedicated to VDOT
once the frontage improvements have been made.
Concerning the items outlined in Patrick Lawrence's letter:
1 - The final site plan will be signed and sealed.
2 - The tree coverage will be computed.
3 - Because lighting is not required, the lighting plan will not be submitted.
F 4- It was agreed that the applicant would work directly with the ACSA and Fire and
Rescue.
" 5 - It was agreed to provide a profile for the 24" storm drainage pipe, and to place a
man hole to connect the existing pipe to address engineering requirements.
6 - The VDOT sections will be provided as per Joel Denunzios's comments (see
above number 5).
7 - A signature panel will be provided.
."48 - It was agreed that the parking calculations have been addressed. The applicant
will reference the parking schedule on the site plan and attach the building interior design
plans to support the parking schedule.
V9- A scaled line from the property line to the end of the pavement will be placed on
the drawing.
10- See number 2.
11 - See number 3.
Please review and let me know if the information above must be revised,
Thank you for your help on this project.
Marcia
Marcia Joseph, ASLA, AICP
Joseph Associates LLC
481 Clarks Tract
Keswick, Virginia 22947
Phone 434 -984 -4199
Fax 434 - 984 -3098
�IRGItS�
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: SDP200700026, Pantops Place,
Plan preparer: Ms. Marcia Joseph, Joseph Associates, LLC phone: (434) 984 -4199
481 Clark Tract fax: (434) 984 -3098
Keswick, VA 22947 email: marcia481 @earthlink.net
Owner or rep.: Mr. Michael Spooner, Pantops Investors, LLC phone: (972) 431 -2833
415 Deer Brooke Trail fax: (972) 531 -2833
Allen, TX 75002 e-mail: mspooner @aol.com
Date received: 03 March 2007
Date of Comment: 29 March 2007
Planner: Patrick Lawrence, Senior Planner
The Planner for the Zoning & Current Development Division of the Albemarle County Department
Community Development will recommend approval the final site 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.
This plan has been submitted as a Final Site Plan and as such "shall reflect conditions of approval
the approval of the Preliminary Site Plan" [Section 32.661. The comments below may require
substantial revisions to the plan and additional review. Each comment is preceded by the applicable
reference to the Code of Albemarle County.
Chapter 18 — Section:
32.6.1 "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." [Emphasis added]
Please, seal sign seal and date all copies of the final site plan.
32.6.6 "Thefinal site plan shall reflect conditions of approval of the preliminary site plan.
The final site plan shall contain the following information in addition to all the
information required on the preliminary site plan:
a. "Specific written schedules or notes as necessary to demonstrate that the requirements
of this chapter are being satisfied...."
Please verify that all schedules (parking, landscaping, and lighting) are compliant to Code
and criteria:
Please provide a parking schedule that is compliant to code by agreeing with the dimensions
of the building and the requisite 80% gross square footage or provide the actual useable
space to calculate the number of parking and loading spaces.
➢ On the landscape plan, please provide the proposed tree coverage in square feet; details and
planting schedules.
➢ The lighting plan shall contain the number of full cut -off luminaire fixtures and photometric
schedule.
C. "Detailed plansfor proposed water and sanitary sewerfacilities, 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. "
Please provide the appropriate plans, profiles and schedules for water fire protection and sanitary
sewer review and comment to the Albemarle County Service Authority (ACSA) and Fire and
Rescue.
d "Detailed construction drainage and grading plans.
1. Profiles of all ditches and channels whetherproposed 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;
Z Profiles of all storm sewer systems showing existing and proposed grades;
3. Plan view of alt 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.
S. A legend showing all symbols and abbreviations used on the plan;
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 offfty (50) acres or more provided that the county engineer may waive this
requirementfor drainage areas of less than one h undred (100) acres upon determination
that such information is unnecessary for review of the proposed development. "
Per Engineering comments, please provide engineering development plans and profiles, storm water
maintenance plans, and erosion and sediment control plans with the resubmitted site development
plan set.
e. "Typical street sections together with specific street sections..."
Please provide typical sections of drives, parking areas, and approaches with elevations at public
thoroughfares per VDOT standards.
f. "Signature panel for department of planning and community development"
Please provide a signature panel for all responsible departments and agencies for final approvals:
.partment of Community Development — Zoning and Current Development Section
Oepartment of Community Development — Engineering Section;
Division of Fire and Rescue;
➢ Albemarle County Service Authority;
A Albemarle County Architectural Review Board;
➢ Virginia Department of Transportation;
➢ Albemarle County Building Official.
g. "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 " [ Emphasis added]
Please provide the method of parking calculations according to County Code Section 4.12.6
Required Number of Spaces, by supplying appropriate building dimensions, gross square footage,
net square footage and resultant corrected number of parking spaces, loading space(s) and shown
on the site plan.
h. "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 afoot;
2. Existing contours - one -half (%) of the contour interval required in section 32.6.6.b
above;
3. Proposed contours - within one (I) foot horizontally and vertically;
4. Spot elevations - within one -tenth (0,10) of afoot;
S. Existing structures, utilities and other topographic features - within two (2) feet For
critical structures, accuracy should be within one -tenth (0 10) of afoot;
6. Proposed structures, roads, parking lots and other improvements - within one
hundredth (0.01) of a foot " [ Emphasis added]
Please provide correctly scaled and dimensioned improvements as required.
L "Landscape plan in conformance with section 32.7.9. "
Please provide a landscape plan with requisite planting details and schedules compliant to all of
Section 32.7.9 et seq. including the elements for "tree canopy" and "parking lot landscaping."
J_ "Outdoor lighting information including a photometric plan and location, description, and
photograph or diagram of each type of outdoor luminaire fixture."
Please provide a lighting plan on separate sheet(s), as required, as provided in Chapter 18 Section
4.17 et seq of the County Code including: location of fixtures, fixture schedules, photometric plan
denoting lumens cast on the ground. All fixtures must be full cut -off luminaire.
Upon completion of the above listed requirements, resubmittal this Final Site plan will be circulated
to requisite state and county agencies, County departments and the Architectural Review Board for
review and comment. Upon final approval by all entities, reproducible mylars and paper copies will
be requested for authorized signatures of approval.
If I may be of further assistance, please don't hesitate to call me at (434) 296 -5832 ext. 3297
SDP -2007 -0026 Pantops Plac- Linal Site Plan
Patrick Lawrence
From: Denunzio, Joel D., P.E. [ Joel .Denunzio @VDOT.virginia.gov]
Sent: Monday, April 30, 2007 4 :05 PM
To: Patrick Lawrence
Cc: Allan Schuck; David E. Pennock; Glenn Brooks
Subject: SDP - 2007 -0026 Pantops Place Final Site Plan
---- SDP - 2007 -0026 Pantops Place Final Site Plan
Pat,
I have reviewed the above plan and have the following comments:
Pagel of 2
• The plan is incomplete and not ready for construction. I will list the major items I have found so far and
this list may not be all inclusive.
• A P.E. needs to stamp and sign any plan for roadwork within the VDOT right of way.
• CG -2 needs to be replaced with CG -6
Entrances to rte. 250 need to be designed in accordance with VDOT's CG -11 standard and The
Minimum Standards for Entrances to State Highways. A vertical connection needs to be shown as part of the site
plan.
• R/W needs to be dedicated to a foot behind the sidewalk.
• The plan needs to tie into the existing conditions on rte. 250. The cross slope of the road needs to be
maintained at 2 %. The drop inlet to the eastern side of the site is shown in the wrong location and the taper on
rte. 250 does not exist. The pavement for rte. 250 needs to match the existing structure and a typical section
should be shown. The pavement should be widened in accordance with VDOT's Standard WP -2.
• Needs to include drainage computations.
• Needs to include appropriate details such as CG -6, CG -11, CG -12, WP -2, etc.
• The sight distances need to be shown along with the lines. The plan needs to show the entire sight line
along rte. 250.
If you have any questions, please contact me.
Thanks,
Joel
Joel DeNunzio, P.E.
Staff Engineer
5/1/2007
"Patrick Lawrence" <paawrence @albemarle.org>
RE: Meeting notes May 11, 2007
May 24, 2007 8:37:23 AM EDT
"Marcia Joseph" <marcia481 @earthlink.net>
"John Shepherd" <JSHEPHER @albemarle.org>
Marcia,
I agree with your comments.
Please correct me if I'm wrong, but aren't there Architectural Review Board comments to be addressed as well?
Please resubmit once all comments have been addressed.
If I may be of further assistance, please don't hesitate to call.
Patrick
From: Marcia Joseph ( mailto:marcia481 @earthlink.net]
Sent: Thursday, May 24, 2007 8:20 AM
To: Patrick Lawrence
Cc: John Shepherd; mspooner @aol.com
Subject: Fwd: Meeting notes May 11, 2007
Patrick,
Please review the notes below and let me know if you agree with my reflections.
Thanks,
Marcia
Begin forwarded message:
From: Marcia Joseph < marcia481 @earthlink.net
Date: May 14, 2007 11:05:44 AM EDT
To: Patrick Lawrence < paawrence @albemarle.org >, Joel. Denunzio(l ;VDOT.virgin+a.gov Allan Schuck < aschuckrU >albemarle.ora >,
John Shepherd < ishepherCz albeU arle.ora
Cc: msvooner @aol.com
Subject: Meeting notes May 11, 2007
Gentlemen,
This message will confirm the topics of discussion and agreements we had concerning the Pantops Place Site
Plan when we met on Thursday May 11, 2007.
Concerning Mr. Denunzio's comments:
1 - Jimmy Taggart has agreed to stamp and sign the plan for roadwork within the VDOT right of way.
2- CG -2 will be replaced with CG -6.
3- We agreed that the entrance as illustrated on the plan (sketched out by Chuck Proctor) is acceptable.
A profile of the entrance illustrating the new 12' lane and 30' of the proposed entrance will be adequate to
illustrate the transition from Route 250E and the entrance grades.
4- The variance granted by the BZA (VA- 2004 -017) allows for a 17 foot set back. The set back
variance was grated based upon the travelway section suggested by VDOT. This was a 12' travelway, 0.5'
curb, 2' planting strip and 4' sidewalk. The changes in specifications since the variance was granted include
expanding the width of the side walk to from 4' to 5', expanding the 12' travelway from 12' to 12'+ a 2'
gutter pan, and requiring a Fright of way setback from the sidewalk. These increases will require the
building to move 1.5' to the south.
5- The plan will be revised to illustrate the current location of the drop inlet on Route 250 E. We agreed
that VDOT will provide pavement specifications for the proposed 12' lane.
6- The drainage computations that have been approved by the county will be included in the submittal.
7- The details of the curbing, handicap access etc. will be included.
8- In lieu of expanding the site line to show an additional 550' of road frontage, Charles Baber has been
contacted to confirm site distance requirements can be met. This comment is surprising at this point in the
process. The assumption was made that the existing entrance installed by VDOT has the site distance that is
required by VDOT. Can you please help clarify this request?
9- There will be a plat required to illustrate the area that will be dedicated to VDOT once the frontage
improvements have been made.
Concerning the items outlined in Patrick Lawrence's letter:
1 - The final site plan will be signed and sealed.
2 - The tree coverage will be computed.
3- Because lighting is not required, the lighting plan will not be submitted.
4- It was agreed that the applicant would work directly with the ACSA and Fire and Rescue.
5- It was agreed to provide a profile for the 24" storm drainage pipe, and to place a man hole to connect
the existing pipe to address engineering requirements.
6- The VDOT sections will be provided as per Joel Denunzios's comments (see above number 5).
7- A signature panel will be provided.
8- It was agreed that the parking calculations have been addressed. The applicant will reference the
parking schedule on the site plan and attach the building interior design plans to support the parking
schedule.
9- A scaled line from the property line to the end of the pavement will be placed on the drawing.
10- See number 2.
11 - See number 3.
Please review and let me know if the information above must be revised,
Thank you for your help on this project.
Marcia
llarc la Josoph, XSLA, ART
Joseplc AssOviales I..LC
8l Clarks Tract
Kest%ick, Virginia 229 , t7
Ph() nr 131 -981- 1199
Fax 41 1-981-3098
Pagel of 2
Patrick Lawrence
From: Marcia Joseph [marcia481 @earthlink.net]
Sent: Monday, May 14, 2007 11:06 AM
To: Patrick Lawrence; Joel .Denunzio @VDOT.virginia.gov; Allan Schuck; John Shepherd
Cc: mspooner @aol.com
Subject: Meeting notes May 11, 2007
Gentlemen,
This message will confirm the topics of discussion and agreements we had concerning the Pantops
Place Site Plan when we met on Thursday May 11, 2007.
Concerning Mr. Denunzio's comments:
1 - Jimmy Taggart has agreed to stamp and sign the plan for roadwork within the VDOT right of way.
2 - CG -2 will be replaced with CG -6.
3 - We agreed that the entrance as illustrated on the plan (sketched out by Chuck Proctor) is acceptable.
A profile of the entrance illustrating the new 12' lane and 30' of the proposed entrance will be adequate
to illustrate the transition from Route 250E and the entrance grades.
4 - The variance granted by the BZA (VA- 2004 -017) allows for a 17 foot set back. The set back
variance was grated based upon the travelway section suggested by VDOT. This was a 12' travelway,
0.5' curb, T planting strip and 4' sidewalk. The changes in specifications since the variance was granted
include expanding the width of the side walk to from 4' to 5', expanding the 12' travelway from 12' to
12'+ a 2' gutter pan, and requiring a 1' right of way setback from the sidewalk. These increases will
require the building to move 1.5' to the south.
5 - The plan will be revised to illustrate the current location of the drop inlet on Route 250 E. We
agreed that VDOT will provide pavement specifications for the proposed 12' lane.
6 - The drainage computations that have been approved by the county will be included in the submittal.
7 - The details of the curbing, handicap access etc. will be included.
8 - In lieu of expanding the site line to show an additional 550' of road frontage, Charles Baber has been
contacted to confirm site distance requirements can be met. This comment is surprising at this point in
the process. The assumption was made that the existing entrance installed by VDOT has the site
distance that is required by VDOT. Can you please help clarify this request?
9 - There will be a plat required to illustrate the area that will be dedicated to VDOT once the frontage
improvements have been made.
Concerning the items outlined in Patrick Lawrence's letter:
- The final site plan will be signed and sealed.
5/14/2007
Page 2 of 2
2 - The tree coverage will be computed.
3 - Because lighting is not required, the lighting plan will not be submitted.
4- It was agreed that the applicant would work directly with the ACSA and Fire and Rescue.
5 - It was agreed to provide a profile for the 24" storm drainage pipe, and to place a man hole to connect
the existing pipe to address engineering requirements.
6 - The VDOT sections will be provided as per Joel Denunzios's comments (see above number 5).
7 - A signature panel will be provided.
8 - It was agreed that the parking calculations have been addressed. The applicant will reference the
parking schedule on the site plan and attach the building interior design plans to support the parking
schedule.
9 - A scaled line from the property line to the end of the pavement will be placed on the drawing.
10 - See number 2.
11 - See number 3.
Please review and let me know if the information above must be revised,
Thank you for your help on this project.
Marcia
Marcia Joseph, ASLA, AICP
Joseph Associates LLC
481 Clarks Tract
Keswick, Virginia 22947
Phone 434 - 984 -4199
Fax 434 - 984 -3098
5/14/2007
From: Marcia Joseph [mailto:marcia481 @earthlink.net]
Sent: Thursday, May 24, 2007 8:20 AM
To: Patrick Lawrence
Cc: John Shepherd; mspooner @aol.com
Subject: Fwd: Meeting notes May 11, 2007
Patrick,
Please review the notes below and let me know if you agree with my reflections.
Thanks,
Marcia
Begin forwarded message:
From: Marcia Joseph < marcia481 Aearthlink.net
Date: May 14, 2007 11:05:44 AM EDT
To: Patrick Lawrence < plawrence(a)aibemarle.org >, Joe l.Denunzio@VDOT.virginia. Allan Schuck
<asc huck(a�albemarl e.org >, John Shepherd < ishepher(a - ),albemarle.org >
Cc: m„ spoo ner aol _corn
eting n
Subject: Meotes May 11, 2007
Gentlemen,
This message will confirm the topics of discussion and agreements we had concerning
the Pantops Place Site Plan when we met on Thursday May 11, 2007.
Concerning Mr. Denunzio's comments:
1 - Jimmy Taggart has agreed to stamp and sign the plan for roadwork within the
VDOT right of way.
2- CG -2 will be replaced with CG -6.
3 - We agreed that the entrance as illustrated on the plan (sketched out by Chuck
Proctor) is acceptable. A profile of the entrance illustrating the new 12' lane and 30' of
the proposed entrance will be adequate to illustrate the transition from Route 250E and
the entrance grades.
4- The variance granted by the BZA (VA- 2004 -017) allows for a 17 foot set back.
The set back variance was grated based upon the travelway section suggested by VDOT.
This was a 12' travelway, 0.5' curb, T planting strip and 4' sidewalk. The changes in
specifications since the variance was granted include expanding the width of the side
walk to from 4' to 5', expanding the 12' travelway from 12' to 12' + a 2' gutter pan, and
r lYOF AI &�rI
` a � >RGrN
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:
SDP200700026, Pantops Place,
Plan preparer: Ms. Marcia Joseph, Joseph Associates, LLC phone: (434) 984 -4199
481 Clark Tract fax: (434) 984 -3098
Keswick, VA 22947 email: marcia481 gearthlink.net
Owner or rep.: Mr. Michael Spooner, Pantops Investors, LLC phone: (972) 431 -2833
415 Deer Brooke Trail fax: (972) 531 -2833
Allen, TX 75002 e-mail: rnspooner rr >aol.com z i
Date received: 03 March 2007
12 Jul, 2007 1
Date of Comment: 29 March 2007
31 July 2007
Planner: Patrick Lawrence, Senior Planner
The Planner for the Zoning & Current Development Division of the Albemarle County Department
Community Development will recommend approval the final site plan referred to above when the
following items have been satisfactorily addressed. The following comments are those that have been
identified March 29` and May 11 `h , 2007. Additional comments or conditions may be added or eliminated
based on further review.
This plan has been submitted as a Final Site Plan and as such "shall reflect conditions of approval the
approval of the Preliminary Site Plan" [Section 32.6.6]. The comments below may require substantial
revisions to the plan and additional review. Each comment is preceded by the applicable reference to the
Code of Albemarle County.
Chapter 18:
1. Please, seal sign seal and date all copies of the final site plan. [32.6. 1]
Please seal all plan sheets.
2. Please provide the proposed tree coverage in square feet; details and planting schedules.
Proposed tree coverage has been completed.
and
Y Provide a lighting plan that contains the number of full cut -off luminaire fixtures and photometric
schedule or note that no outdoor lighting is proposed or will be provided. [32.6.6 (a)]
As outdoor lighting is not anticipated a plan is not required at this time.
3. Please provide the appropriate plans, profiles and schedules for water fire protection and sanitary
sewer review and comment to the Albemarle County Service Authority (ACSA) and Fire and
Rescue. [32.6.6 (c)]
These submittals and approvals are the responsibility of the applicant.
4. Per Engineering comments, please provide engineering development plans and profiles, storm
water maintenance plans, and erosion and sediment control plans with the resubmitted site
development plan set. [32.6.6 (d)]
This submittal and approval is the responsibility of the applicant.
5. Please provide typical sections of drives, parking areas, and approaches with elevations at public
thoroughfares per VDOT standards. [32.6.6 (c)]
This submittal and approval is the responsibility of the applicant.
6. Please provide a signature panel for all responsible departments and agencies for final approvals:
➢ Department of Community Development — Zoning and Current Development Section
➢ Department of Community Development — Engineering Section;
➢ Division of Fire and Rescue;
➢ Albemarle County Service Authority;
➢ Albemarle County Architectural Review Board;
➢ Virginia Department of Transportation;
➢ Albemarle County Building Official.
Until all agencies and departments have signed the approval block the site plan will not be considered
approved. [32.6.6 (fl]
This item is complete.
7. Please provide the methodology of parking calculations according to County Code Section 4.12.6
Required Number of Spaces, by supplying appropriate building dimensions, gross square footage,
net square footage and resultant corrected number of parking spaces, loading space(s) and shown
on the site plan. [32.6.6 (g)]
This item is complete.
8. Please provide scaled and /or dimensioned improvements as required on all drawings. [3- (h)]
This item is complete.
9. Please provide a landscape plan with requisite planting distances, details and schedules compliant
to all of Section 32.7.9 et seq. including the elements for "tree canopy" and "parking lot
landscaping." [3 2.6.6 (i)]
This item is complete.
10. Please provide a lighting plan on separate sheet(s), as required, as provided in Chapter 18 Section
4.17 et seq of the County Code including: location of fixtures, fixture schedules, photometric plan
denoting lumens cast on the ground. All fixtures must be full cut -off luminaire. [32.6.6 (j)]
This item is not applicable as mentioned above.
The following conditions of approval are taken from an e -mail from the applicant distributed May 14, 2007
concerning my comments:
"Concerning the items outlined in Patrick Lawrence's letter:
1 —'The final site plan will be signed and sealed.
All sheets must be, at least, sealed.
2 — `The tree coverage will be computed.
This item is complete.
3 — `Because lighting is not required, the lighting plan will not be submitted.
This item is complete.
2
4 - `It was agreed that the applicant would work directly with the ACSA and Fire and
Rescue.
This submittal and approval is the responsibility of the applicant.
5 — `It was agreed to provide a profile for the 24" storm drainage pipe, and to place a
man hole to connect the existing pipe to address engineering requirements.
This item is part of the engineering submittal and is of separate review and
approval and the responsibility of the applicant.
6 — `The VDOT sections will be provided as per Joel Denunzios's comments (see above
number 5).
This submittal and approval is the responsibility of the applicant.
7 — `A signature panel will be provided.
This item is complete.
8 — `It was agreed that the parking calculations have been addressed. The applicant will
reference the parking schedule on the site plan and attach the building interior design
plans to support the parking schedule.
This item has been addressed.
9 — `A scaled line from the property line to the end of the pavement will be placed on the
drawing.
This item has been addressed.
10 —'See number 2.
This item has been addressed.
11 —'See number 3."
This item has been addressed.
Submittals to address the concerns of the Architectural Review Board dated 26 August 2004 have not been
addressed.
This submittal and approval is the responsibility of the applicant. A Certificate of
Appropriateness must be acquired prior to final approval
The final site plan will be subject to all final site plan requirements (Zoning Ordinance Section 32.6),
in addition to the following conditions:
❑ Please ensure that all sheets are consistent and in agreement with one another. For example
Sht. 2 of 6 does not agree with Sht. 3 of 6 in the length and appurtenances of'the storm drain,
and the size of the storm water detention pond does not agree on the two sheets.
The Community Development Department shall not accept submittal of the final site plan for signature
until approvals for all the conditions have been obtained. The final site plan shall not be signed until
all the conditions listed above are met and all agencies and departments listed below have registered
approval of the site plan:
Engineering approval:
❑ Approval of engineering, storm water and erosion and sediment control plans.
Please contact Alan Schuck at 296 -5832 x.3064 if you have questions or require additional information.
Albemarle County Service Authority approval to include:
❑ Approval of construction drawings for water service infrastructure, meters, easements.
Please contact Gary Whelan at 977 -4511 if you have questions or require additional information.
3
Fire & Rescue approval to include:
❑ Approval is subject to field inspection and verification.
Please contact James Barber at 296 -5833 if you have questions or require additional information.
VDOT approval to include:
❑ All accesses and roadways shall be designed in accordance with the current Subdivision
Street Standards, The Minimum Standards for Entrances to State Highways and the Road
Design Manual, sealed and signed by a Professional Engineer;
Please contact Joel Denunzio at 293 -0014 if you have questions or require additional information.
Arc Review Board approval to include:
❑ Architectural Review Board Certificate of Appropriateness required prior to final site
plan approval.
Please contact Margaret Maliszewski at 296 -5832 x.3276 if you have questions or require additional
information.
The Erosion and Sediment Control Plan and the BMP Storm water Management Plan, with the
associated applications and fees, may also be submitted with the eight (8) tentative Plans. Failure to do
so will result in a separate application to be filed at a later date.
Upon completion of the above listed requirements, resubmittal this Final Site plan will be circulated to
requisite state and county agencies, County departments and the Architectural Review Board for review
and comment. Upon final approval by all entities, reproducible mylars and paper copies will be requested
for authorized signatures of approval.
If I may be of further assistance, please don't hesitate to call me at (434) 296 -5832 ext. 3297
4
�pF ;iLg�
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: SDP200700026, Pantops Place,
Plan preparer: Ms. Marcia Joseph, Joseph Associates, LLC (fax 434.984.3098)
Owner or rep.: Mr. Michael Spooner, Pantops Investors, LLC (fax (972) 531 -2833)
Date received: 17 July 2007
Date of Comment: 06 August 2007
Engineer: Max Greene
The plans for Pantops Place, received on 20 February 2007, have been reviewed. The
engineering review for current development will recommend approval of the Water Protection
plans. The following is a "punch list" for approval:
A. Final site plan comments:
Reviewed under SDP200700026
1. Please provide a signed and dated professional seal on the final site plans and
computations. [18-32.6.1]
2. VDOT approval of the final site plan is required before Engineering can recommend
approval. [DM 902013] only received one copy of the plan, could not forward to VDOT.
Please submit 5 copies of the plan on the next review or 3 copies of this submittal to be
forwarded to VDOT for review.
3. Please show the SWM easement on the Site plan, as this will be the permanent record.
4. The 24" stormwater pipe addition from Richmond Road has 3 different measurements for
the last section. Currently the last section of pipe is shown on the plan sheet as 55' in
length but scales 57', and the profile shows 54' in length, but scales 55'. Please make the
plans congruent for the contractor and inspector.
5. Storm lines 1- 4 don't appear to add up to the total length as profiled. The profile has a
total length of 256' , but the pipes added together is only 251' long. The same pipes on
the plan sheet also don't scale correctly. Please correct the plans and /or profiles.
6. The proposed building appears to scale 42' x 130', but is shown as 42 x 103'. Please
correct the plans to match the approved preliminary dimensions.
7. The planting plan sheet should match the site plan. The SWM is much smaller on the
planting plan and has no plants shown for the bio- filter; the storm pipes are much shorter
also.
VDOT COMMENTS From 4/30/07:
I have reviewed the above plan and have the following comments:
Engin ng Review comments
Sheet 2 of 3
• The plan is incomplete and not ready for construction. I will list the major items I have found so
far and this list may not be all inclusive.
A P.E. needs to stamp and sign any plan for roadwork within the VDOT right of way.
CG -2 needs to be replaced with CG -6
• Entrances to rte. 250 need to be designed in accordance with VDOT's CG -11 standard and The
Minimum Standards for Entrances to State Highways. A vertical connection needs to be shown as part of
the site plan.
R/W needs to be dedicated to a foot behind the sidewalk.
• The plan needs to tie into the existing conditions on rte. 250. The cross slope of the road needs
to be maintained at 2 %. The drop inlet to the eastern side of the site is shown in the wrong location and
the taper on rte. 250 does not exist. The pavement for rte. 250 needs to match the existing structure and
a typical section should be shown. The pavement should be widened in accordance with VDOT's
Standard WP -2.
Needs to include drainage computations.
Needs to include appropriate details such as CG -6, CG -11, CG -12, WP -2, etc.
• The sight distances need to be shown along with the lines. The plan needs to show the entire
sight line along rte. 250.
If you have any questions, please contact me.
Thanks,
Joel
Joel DeNunzio, P.E.
Staff Engineer
434 - 293 -0011 Ext. 120
joel.denunzio @VirginiaDOT.org
The following comments are from the previous review and could not be updated
until the Water Protection Plans are resubmitted.
B. Stormwater management plan comments:
Reviewed under WPO- 2006 -00088
1) Please make the following changes to the SWM facility detail. [DSM- 909.2A]
i) Keep the existing elevation for the top of the riser and raise the bottom of the basin,
riser and dewatering orifice and the invert out of the pipe by � 6" to allow for
positive drainage into the receiving channel. This change will reduce the amount of
backwater into the pipe and structure from the existing channel during small storm
events.
Engir ng Review comments
Sheet 2 of 3
ii) A standard base will be shown installed on the riser per State requirements.
2) Pipe deflection angle of 90 degrees or less is required. [DSM505E 12] Please make the
angle 90 degrees instead of the 95 degrees as shown. (Measurement of angle is from
direction of flow)
C. Erosion and sediment control plan comments:
Reviewed under WPO- 2006 -00088
Narrative:
3) Please move the temporary fill diversion along the 24" pipe to the west of the pipe during
the pipe installation. And place a note on the plans that allows the contractor and E &SC
inspector to field adjust the temporary fill diversions in a manner that will maintain
positive flow to the Sediment control structures.
4) Sediment trap #2 is not drawn per Std. & Spec. 3.13, and does not appear to protect the
drainage area. This office suggests installing the 24" pipe then constructing a sediment
trapping measure in the form of a modified Check dam over the pipe backfill. The
modified check dam will run perpendicular to the pipe and from basin #1 to the clean
water diversion on the adjacent slope. The modified check dam will be a minimum 4 foot
in height and will have a 1 -foot low flow depression across the middle 10 feet. This
material can be utilized for the channel armament once the drainage area is deemed
stabilized by the inspector.
5) The E &SC Narrative appears adequate.
Engineering personnel is available from 2 -4 PM on Thursdays to discuss review comments.
Please contact Mr. Allan Schuck, to schedule a time.
File: E2_SDP_MRG_Pantops Place.doc
Pantops Place, SDP - 2007 -0026 rt- A Page 1 of 2
Patrick Lawrence
From: Max Greene
Sent: Friday, August 31, 2007 10:49 AM
To: Patrick Lawrence
Subject: FW: Pantops Place, SDP - 2007 -0026 rte. 250
From: Allan Schuck
Sent: Friday, August 31, 2007 10:20 AM
To: Marcia Joseph; mspooner @aol.com
Cc: John Shepherd; Max Greene; Mark Graham
Subject: FW: Pantops Place, SDP - 2007 -0026 rte. 250
Good Morning:
Enclosed are VDOT's review comments for this project. Please adequately address these review comments with the next
plan submittal.
Thanks,
Allan Schuck
From: Denunzio, Joel D., P.E. [ma ilto: Joel . Den unzio @VDOT.virginia.gov]
Sent: Thursday, August 30, 2007 2:40 PM
To: Allan Schuck
Subject: Pantops Place, SDP -2007 -0026 rte. 250
Pantops Place, SDP - 2007 -0026 rte. 250
Allan,
I have reviewed the above plan and have the following comments:
The wording used for an "exemption" to the sight distance requirement should be removed. The decision for the
adequacy of the sight distance was determined based on collected information and a decision by VDOT's Chief Engineer
that the Automotive Superstore had adequate site distance based on existing site conditions. A speed study was
conducted and accident data was reviewed to make this determination. I determined that Pantops Place had better sight
distance under the same conditions as The Automotive Superstore and therefore also has adequate sight distance. I
would like to see the note revised to indicate that sight distance has been reviewed by VDOT and determined to be
adequate based on the existing site conditions as studied for the "Dennis Enterprises / Pantops" site plan.
• The entrance profile needs to be designed in accordance with the CG -11 standard. The area between the
existing edge of pavement and the new 12 foot lane needs to be at 2% (the same as the cross slope of the road). The 2%
needs to be extended a minimum of 5 feet from that point and then the algebraic break can be made with a minimum 10
foot parabolic curve. Please note that the sight distance in this case has only been checked horizontally and a steep
grade on the slope can also impede needed sight distances. When the entrance profile is designed, the sight line also
needs to be considered. To ensure adequate vertical sight distance, the profile should try and maintain a flat landing area
behind the edge of pavement. A clear sight line from a 3.5 foot height of eye to a 3.5 foot height of object cannot be
8/31/2007
Pantops Place, SDP - 2007 -0026 rt- A Page 2 of 2
impeded by vertical obstructions.
The details for MH -1, CG -12A, and CG -6 are outdated and need to be updated. Also, a detail for pavement
widening in accordance with VDOT's WP -2 standard needs to be shown.
If you have any questions or comments, please feel free to contact me.
Thanks,
Joel
Joel DeNunzio, P.E.
Staff Engineer
434 - 293 -0011 Ext. 120
joe1.denunzio @VirginiaDOT.org
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8/31/2007
L) ET
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832
October 24, 2007
Shank & Gray Architects
C/O Richard Shank
510 East Main Street
Charlottesville, Va 22902
RE: ARB2007 -00086 Pantops Place
Fax (434) 972 -4012
The Albemarle County Architectural Review Board reviewed the above noted item at its meeting on
Monday, October 15, 2007. The Board approved the request by a vote of 3:0, pending staff
administrative approval of the following conditions:
1. Provide a cast stone sample for review.
2. Revise the elevations to include a materials schedule. See notations made on 10/15/07 on
elevation sheets A3 & A4.
1 Glass on the sides of the building visible from the Entrance Corridor shall be clear.
4. Revise the photometric plan so that spillover does not exceed .5 footcandles along the front
property line.
5. Include the lighting fixture cut sheets in the site plan.
6. Revise the luminaire schedule to indicate that the proposed color for the light fixtures and poles
is black and that a color stripe is not proposed.
7. Coordinate light pole locations throughout the site plan set.
8. Add the following note to the site plan: "Each outdoor luminaire equipped with a lamp that emits
3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to
reflect light away from adjoining residential districts and away from adjacent roads. The spillover
of lighting from luminaires onto public roads and property in residential or rural areas zoning
districts shall not exceed one -half footcandle."
9. Revise the plan to indicate proposed locations for the fence.
10. Replace the White Ash with a tree that is less susceptible to disease.
11. Indicate if wall signs will be proposed for the building. If so, provide all details for review.
12. Revise the freestanding sign detail to indicate that the background of the sign will be opaque,
and that the tenant panels will match the background and letter colors of the address panel.
Identify the location of the freestanding sign on site. Coordinate landscaping at the base of the
sign with the other proposed landscaping. However, note that the sign location will not be
approved with the site plan. It will be approved when a sign permit application is made.
13. The soffit shall be the same synthetic stucco as the pediment. The color shall match the color of
the pediment. The synthetic stucco shall be a shade between Sandalwood Beige and Colonial
Tan, with sample to be submitted for review.
14. The street trees should be specified to match existing street trees on that portion of the Entrance
Corridor if a consistent street tree is already established. Otherwise, the American Elms
specified are approved.
15. A revised spandrel glass sample shall be submitted for administrative review and approval.
16. All drawings need to be coordinated regarding finished floor elevations. If building elevations
are as shown on the August 30, 2007 drawing, then no resubmittal of the building shall be
required. If heights are as shown on the September 4, 2004 elevation, the September 1, 2004
building section, or the site plan dated September 18, 2007, coordinated plans shall be
resubmitted for work session review.
17. Coordinate the plan of the 4 th floor /penthouse to match the cantilevered gable end shown in the
elevations.
18. Clarify the location of, or remove from the plant schedule, the "ca" and "iv" plants.
Please provide:
1. Two full 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,
r
Margaret Maliszewski
Principal Planner
Cc: Pantops Investors LLC 415 Deer Brooke Dr Allen Tx 75002
Patrick Lawrence, Senior Planner — Zoning and Current Development
SDP - 2007 -0026 Pantops Place Final Site Plan
Pat,
I have reviewed the above plan and have the following comments:
• The plan is incomplete and not ready for construction. I will list the major items I have
found so far and this list may not be all inclusive.
A P.E. needs to stamp and sign any plan for roadwork within the VDOT right of way.
OIL CG -2 needs to be replaced with CG -6
• Entrances to rte. 250 need to be designed in accordance with VDOT's CG -11 standard
and The Minimum Standards for Entrances to State Highways. A vertical connection needs to be
shown as part of the site plan.
Q k_. R/W needs to be dedicated to a foot behind the sidewalk.
The plan needs to tie into the existing conditions on rte. 250. The cross slope of the
road needs to be maintained at 2 %. The drop inlet to the eastern side of the site is shown in the
A wrong location and the taper on rte. 250 does not exist. The pavement for rte. 250 needs to
match the existing structure and a typical section should be shown. The pavement should be
widened in accordance with VDOT's Standard WP -2.
Needs to include drainage computations.
` - Needs to include appropriate details such as CG -6, CG -11, CG -12, WP -2, etc.
The sight distances need to be shown along with the lines. The plan needs to show the
entire sight line along rte. 250. C:K tMe
If you have any questions, please contact me.
Thanks,
Joel
Joel DeNunzio, P.E.
Staff Engineer
434 - 293 -0011 Ext. 120
joel.denunzio @VirginiaDOT.org
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone(434)296 -5832
Project: Pantops Place [SDP200700026, WP0200600088]
Plan preparer: Ms. Marcia Joseph, Joseph Associates, LLC
Owner or rep.: Mr. Michael Spooner, Pantops Investors, LLC
Date received: 19 Nov 2007
Date of Comment: 28 Dec 2007
Reviewer: Jonathan Sharp
The following items must be addressed:
Fax(434)972 -4126
(fax 434.984.3098)
(fax (972) 531 -2833)
A. Final site plan comments:
VDOT approval of the final site plan is required before Engineering can recommend
approval. Plans have been forwarded to VDOT for review.
B. Stormwater management plan comments:
1. Please provide an updated copy of the stormwater detention calculations.
2. Please provide 2 copies of the SWM plans for our files.
3. The SWM bond is set at $20,000.
C. Erosion and sediment control plan comments:
1. Please provide 4 copies of the ESC plans for our files.
2. The ESC bond is set at $18,000.