HomeMy WebLinkAboutSDP202200032 Review Comments Initial Site Plan 2022-07-05�� OF ALB
GIRGIN1P47
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
7/5/2022
Justin Shimp
Shimp Engineering, P.C.
912 E High St
Charlottesville, VA 22902
justingshimp-en ing eering com
RE: SDP202200032 Forest Lakes Self -Storage — Initial Site Plan (digital)
Mr. Shimp:
The Site Review Committee has reviewed the development proposal referenced above. Initial comments
for the following divisions of the Department of Community Development and other agencies, as
applicable, are attached:
Albemarle County Engineering Services (Engineer)
Albemarle County Planning Services (Planner)
Albemarle County Information Services (E911)
Albemarle County Planning Services (Architectural Review Board)
Albemarle County Planning Services (Historic Preservation)
Albemarle County Department of Fire Rescue
Albemarle County Service Authority
Virginia Department of Health
Virginia Department of Transportation
Comments reflect information available at the time the development proposal was reviewed, and should
not be considered final. However, the Site Review Committee has attempted to identify all issues that
will be required to be resolved prior to approval. The Lead Reviewer will either approve with conditions
or deny the initial site plan within 15 days of the Site Review Meeting.
Please contact me at your earliest convenience if you have questions or require additional information
Sincerely,
�04*
Mariah Gleason
Senior Planner II, Community Development
mgleason@albemarle.org
Memorandum
To: Justin Shimp Tustin a himp-engineering.com
From: Mariah Gleason, Senior Planner II
Division: Planning
Date: 7/5/2021
Subject: SDP202200032 Forest Lakes Self -Storage — Initial Site flan (digital)
The Planner for the Planning Services Division of the Albemarle County Department Community Development
will approve the plan referred to above when the following items have been satisfactorily addressed. (The
following comments are those that have been identified at this time. Additional comments or conditions may be
added or eliminated based on further review.) [Each comment is preceded by the applicable reference to the
Albemarle County Code.]
Please contact Mariah Gleason at the Department of Community Development at mgleasonnalbmarle.org 296-
5832 ext. 3097 for further information.
COMMENTS THAT MUST BE ADDRESSED WITH THE INITIAL SITE PLAN:
1. [35.1] Fees. There is an outstanding fee in the amount of $448.00 for preparing and mailing public notices
and published notices associated with the review of this initial site plan. This fee is needed prior to initial
site plan approval.
2. Engineering recommends against ISP approval, unless:
a. A (separate) recorded easement vacation plat resolves conflict between proposed grading and
utility plan (C4) and existing 20', 30' (on -site), and 40' access easements (40', adjacent parcel).
Existing 20', 30' access easements cross development parcel to provide access U.S. Rte. 29 and
TMP 03200-00-00-037C 1 immediately north of development parcel. Sheet C4 proposed grade
includes retaining wall which prevents access via 30' easement to parcel to the north. Since
design renders access easement inoperable (retaining wall renders non -traversable by any means),
easement vacation appears pre -requisite to ISP approval. Note: 30' access easement transitions to
40' access easement on TMP 03200-00-00-037C 1, where it turns SE to provide access to TMP
046B4-00-00-00400. Proposed grade /retaining wall blocks access via existing easement to both
these parcels, whose owners would appear to need to be signatory to easement vacation plat.
b. ISP clarifies location of on -site storm culvert at south comer of development parcel, relative to
existing grade. ISP should confirm via visual site visit or survey that location is accurate, and
that existing contours (C2) are accurate, relative to storm pipe. Contours and pipe image indicate
an illogical location for storm inlet. Grading does not suggest a storm pipe would be found in this
location relative to existing grade. Recommend design confirm both existing contours and pipe
location (relative to contours) are accurate.
c. C4 depicts a shallow (< 2-ft.) basin, presumably a SWM facility. C4 does not present conceptual
SWM design, but an ambiguous site feature. Recommend revised Initial Site Plan:
i. Identify whether 1-2 ft. deep depression is a SWM facility, and if so:
ii. Identify type SWM facility (ref. BMP Clearinghouse),
iii. Show SWM facility outfall. No outlet is shown, and
iv. Include brief conceptual stormwater quantity and quality narrative (Cl)
*Staff would like to meet with the developer to discuss whether these comments are best met at
the initial or final site plan stage.
ADDITIONAL COMMENTS RELATED TO THE SITE PLAN:
Albemarle County Planning Services
Mariah Gleason, meJeasongalbemarle.org — Requests Changes
1. [Comment] Project number. Now that the initial site plan has been assigned a project number, please
include the number — SDP202200032 — with any revised materials or payment.
2. [32.5.2(i), 32.7.2.2(d-e)] Road network. A recent rezoning for abutting parcel TMP 46134-4, which is
owned by the same entity as the subject property, included an application plan that shows an interparcel
connection and travelway extension to this lot. Please see the approved rezoning application plan attached
and revise the plan to coordinate with this connection.
3. [32.5.1(c), 32.5.2(d)] Existing contours and topography. Include elevation labels for the existing contours
shown on Sheet C2. Also, revise the sheet to include contour information for all areas within 50ft of the
subject property.
4. [32.7.9] Landscape plan.
a. According to the County's recommended planting species list, the "Regent" Scholartree has a
canopy square footage (SF) of 514 when planted at a 2.5in caliper. The proposed plan currently
notes the canopy SF as 394. Please review and revise the Landscape Schedule accordingly.
b. Will the Pin Oaks and English Oaks be planted at a 2.5in caliper or a 1.5in caliper? The expected
10yr height and the canopy SF listed for these species appears to be based on a 1.5in caliper
rather than a 2.5in caliper. The caliper identified should result in a taller maturation height and a
higher canopy SF. Please review and revise the Landscape Schedule accordingly.
c. Why are medium deciduous trees proposed along Worth Crossing instead of large trees?
d. Which trees are being used to meet the requirements of Sec. 32.7.9.6 Landscaping within a
parking area?
e. The proposed plan map locates 30 Alleghany Vibumums plantings, however, 37 were listed on
the Landscape Schedule. Please review and revise accordingly.
f. According to the conceptual plan approved with ZMA202000009 (ZMA2020-09), the outdoor
seating area proposed with this development "will feature benches". Please revise the plan to
locate, label, and specify (e.g. cut sheet) the proposed bench facilities.
5. [32.5.2(e)] Existing landscape features. Are there existing landscape features currently on the subject
property (such as individual or grouped trees)? If so, they should be shown and identified in accordance
with Sec. 32.7.9.4(c).
6. [32.5.2(n)] Proposed paving materials. Identify the paving material types for all walks, parking areas, and
travelways, including the travelway running through the proposed structure.
7. [32.5.2(a)] Zoning District.
a. Add "Airport Impact Area" and "Managed Steep Slopes" to the list of overlays to which the
parcel is subject.
b. ZMA2020-09 made several changes to the previously approved ZMA1988-16. Revise the
provided statement to include all of the aspects that were amended with ZMA2020-09 or end the
statement after the approval date: "ZMA2020-09 ... on December 2, 2020".
8. [32.5.2(d)] Managed steep slopes. Locate managed steep slope areas on the plan map.
9. [32.5.1(c), 32.5.2(a)] Exterior boundary dimensions. Provide all exterior boundary dimensions (including
metes and bounds) for the subject property. Many of the exterior boundary lines appear to be missing
mete and bound information.
10. [32.5.1(c), 32.5.2(r)] Existing structures. On Sheet C2, is the 'Brick Building" label located on the subject
property meant to mark a brick building on the subject property or is this label meant to be on TMP
46B4-2?
11. [32.5.2(a)] Tax map and parcel number. Provide the tax map and parcel number for the subject property.
Either a revision to "Tax Map 46134 Parcel 3" or the full, unabbreviated tax map and parcel number
would be acceptable.
12. [Comment] Existing use. What is meant by "Open" under "Existing Use"? If the parcel is unused,
"vacant" would be an appropriate description designation.
13. [32.5.2(b), 25.2.1, 24.2] Proposed use. On the Cover Sheet, revise the Proposed Use to "self-service
storage facility" to align with Sec. 24.2 of the County Code.
14. [32.5.2(b)] Departing lot lines. Show all departing lot lines. At least one appears to be missing from the
steam portion of the subject property along Rt 29.
15. [32.5.2(a)] Abutting parcel information. In addition to the tax map and parcel numbers and owners,
provide the zoning district and present uses for all parcels that abut the subject property.
16. [Comment] If not already provided, reference the benchmarks used for surveys.
17. [Comment] Prior to final site plan approval, the design of the dumpster pad will need to demonstrate
compliance with the minimum design standards contained in Sec. 4.12.19.
18. [Comment] If outdoor lighting will be associated with this development, the materials described in Sec.
32.6.2(k) will be needed with the final site plan. Also, the proposed lighting plan will need to conform to
the minimum design standards provided in Sec. 4.17.
Albemarle County Engineering Services (Engineer)
John Anderson, janderson2 analbemarle.org —Requests Changes; see comment letter attached
Albemarle County Information Services (E911)
Andrew Slack, aslackgalbemarle.org—No Objection
Albemarle County Building Inspections
Betty Slough, bsloughhgalbemarle.org — PENDING, will forward comments upon receipt.
Albemarle County Department of Fire Rescue
Howard Lagomarsino, hlaQomarsino@albemarle.org — Requests Changes
1) Provide a note on the plan indicating the needed fire flow for the buildings
2) Provide a note on the plan indicating the available fire for the hydrants to serve the needed fire flow for
the building
3) Provide hydrants and spacing acording to the needed fire flow
4) During construction, the following fire prevention steps are required, so please note them on the plan:
a) Smoking shall be prohibited in areas where smoking makes conditions such as to make smoking a
hazard and these areas shall be designated with no smoking signs per Virginia Statewide Fire
Prevention Code.
b) Areas where smoking can occur, shall have appropriate receptacles for discarded smoking
materials per Virginia Statewide Fire Prevention Code.
c) Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be
provided at all construction and demolition sites, provide access to within 100 ft. of temporary or
permanent fire department connections, and have no overhead wiring or other overhead
obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but
shall be capable of supporting fire apparatus in all weather conditions.
d) Contractor shall ensure the street numbers are always plainly visible from the frontage street
during construction per the Virginia Statewide Fire Code
e) An approved water supply for firefighting operations shall be in place and available as soon as
combustible materials arrive on site.
f) Waste and combustible debris shall be removed from the building at the end of each day and
disposed of in accordance with the Virginia Statewide Fire Code
g) Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each
stairwell, on all floor levels where combustible materials have accumulated, in every storage and
construction shed and in areas of special; hazards, such as where flammable and combustible
liquids are stored or used, in accordance with the Virginia Statewide Fire Code
h) Operations involving the use of cutting and welding shall comply with the Virginia Statewide
Fire Prevention Code and shall require a permit from the Albemarle County Fire Marshal's Office
Albemarle County Service Authority (ACSA)
Richard Nelson, melson@serviceauthority.org —Requests Changes
1. Relocate proposed ACSA water main away from dumpster.
2. Show existing sewer manholes.
3. Show existing sewer easement along Worth Xing. This portion of sewer is approximately 13-feet deep.
Additional separation from the building may be required.
4. Trees to be 10-feet min from ACSA utilities.
5. Relocate RW outside of ACSA easements.
Rivanna Water and Sewer Authority (RWSA)
Dyon Vega, dvega@rivanna.org—No Objection
Virginia Department of Health (VDH)
Alan Mazurowski, alan.mazurowski@vdh.vir iginia.gov—No Objection
Virginia Department of Transportation (VDOT)
Doug McAvoy, dou as.mcavoy&vdot.vir ig nia.goy — Requests Changes; see comment letter attached
1. Please show the existing site conditions to include but not limited to the following:
a. Edge of existing pavement
b. Contour interval elevations
c. Stormwater structures
d. Adjacent hardscapes, such as curb/gutter
e. Entrance across Rte. 1722 from this parcel
2. CG-12 handicap ramps are required for the shared use path entrance crossings.
3. Existing fiber-optic hand hole box may require upgrade to meet the shared use path requirements.
4. The proposed right of way must extent to one foot beyond the back of sidewalk/shared use path.
5. Provide intersection sight distance lines and profiles in the sight alignment.
6. Provide turn lane warrants for Route 1722.
7. The entrance does not appear to meet commercial entrance designs along highways with shoulders. See
page F-108 in the VDOT road design manual, Appendix F. Please note, the curb radii should be offset
from the EP.
8. Provide drainage calculations.
9. Adjacent parcel TMP 43B4-4 has ZMA plans showing inter -parcel vehicular connection to TMP 46134-3.
Has this issue been adequately vetted?
10. Please provide a comment response letter with each submission after the initial.
11. Due to the level of items noted in this review, these comments may not be exhaustive.
12. Note that the final plan must show conformance with the VDOT Road Design Manual Appendices B(1)
and F, as well as any other applicable standards, regulations or other requirements.
Albemarle County Planning Services - Architectural Review Board (ARB)
Khristopher Taggart, ktaggartgalbemarle.org — See Recommendation
This plan will be reviewed by the ARB at the July 5, 2022 meeting. Comments will be available after that
meeting.
BUILDING/PARKING ENVELOPES
TRAVELWAYS
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COMMON COMMON OPEN SPACE AREAS
i2' MIN. LANDSCAPED AREA WITHIN R/W
RIGHT OF WAY DEDICATION AREAS
_ BUFFER AREA
. . . PUBLIC ACCESS EASEMENT I
PROPOSED io'ASPHALT PATHWAY TMP.32-37Ci
Mary R. & George R. Mercer
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DB.4873 pp.153-161
3.426 Acres
PROPOSED LOCATION OF
INTERPARCEL PEDESTRIAN
CONNECTION
6' MIN.
LANDSCAPED
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THE EXISTING SHOPPING
CENTER AT WORTH
CROSSING
PROPOSED PEDESTRIAN
CROSSINGS AT INTERSECTION OF
REGENT STREET& WORTH
CROSSING. DESIGN FOR
IMPROVEMENTS SUBJECT TO
VDOT AND ALBEMARLE COUNTY
REVIEW & APPROVAL PROCESS
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THE TRAVELWAY/PARKING ENVELOPE, AND THE COMMON OPEN SPACE AREAS. THE PATHWAY
AND SIDEWALKS SHALL BE CONSTRUCTED TO VDOT AND ALBEMARLE COUNTY STANDARDS.
2. EMERGENCY/FIRE VEHICLE ACCESS ROUTES SHALL BE PROVIDED WITHIN THE
BUILDING/PARKING ENVELOPES.
3. ALL FIRE APPARATUS ACCESS ROUTES SHALL EXTEND TO WITHIN 150 FEET OF ALL PORTIONS
OF THE BUILDINGS.
4. ADDITIONAL LAND SHALL BE DEDICATED FOR VDOT RIGHT OF WAY TO INCLUDE THE
PROPOSED 10' SHARED USE PATHWAY. THE PATHWAY SHALL BE CONSTRUCTED WITHIN VDOT
RIGHT OF WAY AND SHALL BE CONSTRUCTED TO VDOT STANDARDS.
5. PARKING MAYBE LOCATED WITHIN THE BUILDING ENVELOPES IN GARAGES ATTACHED TO
OR UNDERNEATH THE PROPOSED BUILDINGS.
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OWNERS: TMP 046B4-00-00-00400
JA-ZAN LIMITED PARTNERSHIP
PO BOX go35
CHARLOTTESVILLE, VA 22906
DEVELOPER: RIVERBEND DEVELOPMENT ENGINEER: COLLINS ENGINEERING
455 SECOND STREET SE, SUITE 400 2oo GARRETT STREET, SUITE zoo
CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902
TAX MAP & ZONING: 046B4-00-00-00400
D.B. 2244, PG. 382
C2 COMMERCIAL
TOTAL PROJECT AREA: 046B4-00-00-00400-3.41 AC.
PROPOSEDZONING: PLANNED RESIDENTIAL DEVELOPMENT(PRD)
NOTE: PROPERTY SHALL STILL COMPLY WITH EXISTING ZONING OVERLAY DISTRICTS: AIRPORT IMPACTAREA OVERLAY
DISTRICT (AIA), ENTRANCE CORRIDOR, AND MANAGED SLOPES OVERLAY DISTRICT. THESE OVERLAY DISTRICTS ARE
NOT BEING REVISED AS PART OF THE PROJECT.
TOPOGRAPHY: TOPOGRAPHY& BOUNDARY INFORMATION COMPILED BY
ROUDABUSH, GALE & ASSOCIATES, INC., IN MARCH 2O21.
DATUM: NAD 83
GROSS/NET DENSITY: MAXIMUM GROSS &NET DENSITY: 3o DWELLING UNITS/ ACRE(io2 MAXIMUM UNITS)
MINIMUM GROSS & NET DENSITY: 15 DWELLING UNITS/ACRE (52 MINIMUM UNITS)
ALLOWABLEUSES: THE PERMITTED USES FOR THIS DEVELOPMENT SHALL BE CONSISTENT WITH SECTION 19.3.2 OF THE ALBEMARLE
COUNTY ZONING ORDINANCE FOR A PRO DISTRICT.
PARKING: PARKING SHALL BE PROVI DED IN ACCORDANCE WITH SECTION 18.4.12 OF THE ALBEMARLE COUNTY ZON ING
ORDINANCE. NO INDIVIDUAL DRIVEWAY ACCESS SHALL BE ALLOWED ALONG WORTH CROSSING OR PROFFIT ROAD.
FIRE &RESCUE: THE PROJECT SHALL CONFORM WITH ALBEMARLE COUNTY FIRE AND RESCUE REGULATIONS FOR FIRE PROTECTION AND
ACCESS TO THE SITE. A MINIMUM OF (1) DRIVE LANE ADJACENT TO EACH OF THE BUILDINGS SHALL BE 26' IN WIDTH FOR
FIRE PROTECTION IF THE BUILDINGS ARE TALLER THAN 3o FEET IN HEIGHT.
UTILITIES: COUNTY WATER AND SEWER
WATERSHED: POWELL CREEK (NON -WATERSHED SUPPLY WATERSHED)
FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE PER FEMA MAP ID 51003CO286D DATED FEBRUARY 4, 2005. IN
ADDITION, NO DAM BREACH INUNDATION ZONES EXIST ON THE PROPERTY.
BUILDING HEIGHTS: THE MAXIMUM BUILDING HEIGHT FOR THIS DEVELOPMENT SHALL BE 4 STORIES(EXCLUDING BASEMENTS)WITHA
BUILDING HEIGHT NOT TO EXCEED 65 FEET. FOR EACH STORY THAT BEGINS ABOVE 4o FEET IN HEIGHT OR FOR EACH
STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 25 FEET.
NOTE: A SPECIAL EXCEPTION REQUEST IS BEING PROCESSED WITH THIS PRO TO REMOVE THE REQUIREMENT OF THE
STEPBACK FOR THE BUILDINGS OVER 3 STORIES IN HEIGHT, AS PERMITTED BY THE ALBEMARLE COUNTY ZONING
ORDINANCE.
SETBACKS: BUILDING SETBACKS:
5' MIN. & 25' MAX. FRONT YARD BUILDING SETBACK
io' MIN. & NO MAX. SIDE YARD BUILDING SETBACK (io' MIN. BUILDING SEPARATION)
20' MIN. & NO MAX. REAR YARD BUILDING SETBACK
LAND DEDICATED TO PUBLIC USE:
A PORTION OF THE PROPERTY ALONG PROFFIT ROAD PER DB. 1126, PG 178 SHALL BE DEDICATED AS RIGHT-OF-WAY PRIOR TO FINAL SITE
PLAN APPROVAL, AS SHOWN ON THE APPLICATION PLAN. IN ADDITION, RIGHT OF WAY ALONG WORTH CROSSING SHALL BE DEDICATED
TO VDOT TO ENCOMPASS THE 20' PEDESTRIAN PATHWAY.
TRAILWAY: A io' ASPHALT PEDESTRIAN AND BICYCLE TRAILWAY SHALL BE CONSTRUCTED, AS SHOWN ON THE APPLICATION PLAN. THE
PEDESTRIAN PATHWAY SHALL BE COMPLETED PRIOR TO THE 2oTH CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT.
BUILDING ARCHITECTURE: BUILDINGS HALL INCLUDE A VARIETY OF ARCHITECTURAL MATERIALS AND COLORS, PORCHES, PROJECTIONS,
AND OTHER ELEMENTS THAT WILL CREATE A COHESIVE APPEARANCE AND WILL PROVIDE ARTICULATED FEATURES AND DETAILING
TO ADD VISUAL INTEREST AND ELIMINATE BLANK WALLS. BUILDINGS AND SITE DESIGN MAYBE SUBJECTTO ARB REVIEW AND APPROVAL.
THE BUILDING MATERIALS PALETTE SHALL INCLUDE BRICK AND HARDY PLANK, OR SIMILAR QUALITY MATERIALS.
BUFFERS:
THE APPLICATION PLAN SHOWS THE LOCATION OF THE PROPOSED LANDSCAPED BUFFERS FOR THE PROJECT. THE BUFFERS SHALL
INCLUDE A MIX OF DECIDUOUS AND EVERGREEN TREES AND SHRUBS LOCALLY NATIVE TO VIRGINIA. ALL PLANTINGS WILL CONFORM TO
CURRENT ANSI STANDARDS FOR NURSERY STOCK. INSTALLATION AND MAINTENANCE OF THE LANDSCAPE BUFFERS WILL BE THE
RESPONSIBILITY OF THE DEVELOPER, AND THE APPROPRIATE EASEMENTS AND MAINTENANCE AGREEMENTS SHALL BE RECORDED DURING THE
SITE PLAN PROCESS. GRADING SHALL BE ALLOWED WITHIN THE BUFFER AREAS AND UTILITIES AND RETAINING WALLS MAYBE INSTALLED
WITHIN THE BUFFER AREAS. LANDSCAPING SHALL BE SUBJECT TO REVIEW AND APPROVAL FROM THE ARCHITECTURAL REVIEW BOARD AT THE
TIME OF PROCESSING THE SITE PLAN. BUFFERS SHALL MEET THE STANDARDS SET IN SECTION 32.7.9.7.
STORMWATER MANAGEMENT: AN UNDERGROUND DETENTION FACILITY SHALL BE CONSTRUCTED WITHIN THE COMMON OPEN SPACE AREAS FOR
WATER QUANTITY CONTROL. WATER QUALITY FOR THE SITE SHALL BE ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS OR THROUGH
OTHER ONSITE APPROVED MANUFACTURED WATER QUALITY FEATURES.
COMMON OPEN SPACE: 25% OPEN SPACE SHALL BE PROVIDED WITH THE PROJECT. COMMON OPEN SPACE SHALL INCLUDE THE AMENITY AREAS AND
THE BUFFERS AROUND THE PERIMETER OF THE PROJECT. SIDEWALKS AND PEDESTRIAN/BICYCLE PATHWAYS MAYBE INSTALLED THROUGHOUT
THE COMMON OPEN SPACE AREAS. THE ACTIVE RECREATION AREAS ENVISION GRASS RECREATION FIELDS, A TOT LOT, A DOG PARK, AND
MEETING/CIVIC SPACES. ALL AMENITIES SHALL BE DETERMINED WITH THE FINAL SITE PLAN AND IN ACCORDANCE WITH SECTION 4.16 OFTHE
ALBEMARLE COUNTY CODE. NOTE, AMENITIES MAYBE SUBSTITUTED TO MEET THE RECREATIONAL REQUIREMENTS. ALL PROJECT AMENITIES
MUST BE COMPLETED PRIOR TO 5o% OF THE UNITS RECEIVING CERTIFICATE OF OCCUPANCIES. THE PROPOSED OPEN SPACE AREAS MAY BE
EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE ADDITIONAL RECREATIONAL ACTIVITIES,
UTILITIES, STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT.
AFFORDABLE HOUSING: A MINIMUM OF IS% OF THE TOTAL RESIDENTIAL UNITS WILL BE AFFORDABLE AS OUTLINED BELOW:
1. FOR -RENT AFFORDABLE DWELLING UNITS:
A. RENTAL RATES: THE NET RENT FOR EACH RENTAL HOUSING UNIT WHICH WILL QUALIFY AS AN AFFORDABLE DWELLING UNIT ("FOR -RENT
AFFORDABLE DWELLING UNIT") WILL NOT EXCEED HUD'S AFFORDABILITY STANDARD OF THIRTY PERCENT (30%) OF THE INCOME OF A HOUSEHOLD
MAKING EIGHTY PERCENT (8o%) OF THE AREA MEDIAN INCOME (AS DETERMINED BY HUD FROM TIME TO TIME). IN EACH SUBSEQUENT CALENDAR
YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE DWELLING UNIT MAYBE INCREASED UP TO THREE PERCENT (3%). THE TERM
"NET -RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES OR HOMEOWNERS ASSOCIATION FEES. THE REQUIREMENT THAT
THE RENTS FOR SUCH FOR -RENT AFFORDABLE DWELLING UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS SECTION WILL APPLY
FOR A PERIOD OFTEN (1o) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR -RENT
AFFORDABLE DWELLING UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS QUALIFYING AS SUCH UNDER EITHER THE VHDA,
FARMERS HOME ADMINISTRATION, OR HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM").
B. CONVEYANCE OF INTEREST: ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE DWELLING UNITS DURING THE AFFORDABLE
TERM WILL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS SECTION. IN ADDITION, ALL CONTRACTS PERTAINING
TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM WILL CONTAIN A
COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS SECTION. AT LEAST THIRTY (3o) DAYS PRIOR TO THE
CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE DWELLING UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER WILL
NOTI FY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE,
AND STATE THAT THE REQUI REMENTS OF THIS SECTION HAVE BEEN SATISFIED.
C. REPORTING RENTAL RATES: DURING THE AFFORDABLE TERM, WITHIN THIRTY(3o) DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT
AFFORDABLE DWELLING UNIT, THE APPLICANT OR ITS SUCCESSOR WILL PROVIDE TO THE HOUSING OFFICE A COPY OF THE RENTAL OR LEASE
AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT.
IN ADDITION, DURING THE AFFORDABLE TERM, THE APPLICANT OR ITS SUCCESSOR WILL PROVIDE TO THE COUNTY, IF REQUESTED, ANY REPORTS,
COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE.
2. FOR -SALE AFFORDABLE DWELLING UNITS:
THE OWNER MAY MEET THE AFFORDABLE HOUSING REQUIREMENT BY CONSTRUCTING AFFORDABLE DWELLING UNITS. FOR PURPOSES OF THIS
SECTION, "AFFORDABLE DWELLING UNIT" SHALL MEAN ANY UNIT AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT (8o%)
OF THE AREA MEDIAN INCOME (AS DETERMINED FROM TIME TO TIME BY THE ALBEMARLE COUNTY COMMUNITY DEVELOPMENT) SUCH THAT
HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES AND HOMEOWNERS INSURANCE (PIT) DO NOT EXCEED THIRTY PERCENT
(30%) OFTHE GROSS HOUSEHOLD INCOME; PROVIDED, HOWEVER; THAT IN NO EVENT SHALL THE SELLING PRICE FOR SUCH AFFORDABLE UNITS BE
MORE THAN SIXTY-FIVE PERCENT (65%) OF THE APPLICABLE VIRGINIA HOUSING DEVELOPMENT AUTHORITY (VHDA) MAXIMUM SALES PRICE / LOAN
LIMIT FOR FIRST-TIME HOMEBUYER PROGRAMS AT THE BEGINNING OF THE 18o-DAY PERIOD, HEREOF (THE "VHDA LIMIT"). THE OWNER SHALL IMPOSE
BY CONTRACT THE RESPONSIBILITY HEREIN OF CONSTRUCTING AND SELLING THE AFFORDABLE DWELLING UNITS TO ANY SUBSEQUENT OWNER OR
DEVELOPER OF THE PROPERTY(OR ANY PORTION THEREOF). SUCH SUBSEQUENT OWNER(S)AND/OR DEVELOPER(S) SHALL SUCCEED TO THE
OBLIGATIONS OF THE OWNER UNDER THIS SECTION; AND THE "OWNER" SHALL REFER TO SUCH SUBSEQUENT OW NER(S) AND/OR DEVELOPER(S), AS
APPLICABLE.
3. TRACKING: EACH SITE PLAN(S) WILL DESIGNATE THE AFFORDABLE UNITS ON THE PLAN(S).
NOTES:
2. THE PROPERTY SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE KEY FEATURES OF THIS APPLICATION PLAN. MINOR VARIATIONS FROM THIS
PLAN ARE PERMITTED, IN ACCORDANCE WITH ALBEMARLE COUNTY ZONING REQUIREMENTS AND REGULATIONS.
2. EXACT LOCATION OF TRAVELWAYS SHALL BE DETERMINED WITH THE SITE PLAN PROCESS.
2. ALL TREES SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
3. ALL ROADWAY FRONTAGE IMPROVEMENTS ALONG WORTH CROSSING AND PROFFIT ROAD SHALL BE SUBJECTTO ALBEMARLE COUNTY AND VDOT
REVIEW AND APPROVAL. MODIFICATIONS AND CHANGES TO THE ROAD FRONTAGE IMPROVEMENTS PROPOSED WITHIN THE APPLICATION PLAN
MAYBE IMPLEMENTED AS REQUESTED BY THE COUNTY AND VDOT DURING THE REVIEW AND APPROVAL PROCESS.
4. INTERIOR SIDEWALKS FOR THE PEDESTRIAN NETWORK THROUGHOUTTHE DEVELOPMENT SHALL CONNECTTHE COMMON OPEN SPACES
PROVIDING A PEDESTRIAN NETWORKS THROUGH THE DEVELOPMENT AS SHOWN ON THE APPLICATION PLAN. THE SIDEWALKS AND PATHWAYS
SHALL MEET VDOT AND ALBEMARLE COUNTY STANDARDS.
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SHEE14
�q off nig 401 McIntire Road, North Wing
Charlottesville, VA 22902-4579
County of Albemarle Telephone: 434-296-5832
COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG
�tBGIN�P'
Site Plan Review
Project title: Forest Lakes Self -Storage — ISP
Project file number: SDP2022-00032
Plan prepares
Shimp Engineering, 912 E. High St., Charlottesville, VA 22902
Justin Shimp, PE,Iustin(a),,shimp-engineering.com
Applicant:
JA-ZAN Limited Partnership [ aenglish(i�woodsrogersxom ]
P.O. Box 9035, Charlottesville, VA 22911
Owner or rep.:
Glenn C. Brody, Manager, Cap Storage Pool 1, LLC
935 S. Main St., Suite 201, Greenville, SC 29601 [jasontacaollc.com ]
Plan received date:
20 May 2022
Date of comments:
23 Jun 2022
Reviewer:
John Anderson
Review Coordinator: Mariah Gleason
Engineering has reviewed the initial site plan and offers the following review comments:
1. Engineering defers to Planning, but recommends against ISP approval, unless:
a. A (separate) recorded easement vacation plat resolves conflict between proposed grading and
utility plan (04) and existing 20', 30' (on -site), and 40' access easements (40', adjacent parcel).
Existing 20', 30' access easements cross development parcel to provide access U.S. Rte. 29 and
TMP 03200-00-00-037C 1 immediately north of development parcel. Sheet C4 proposed grade
includes retaining wall which prevents access via 30' easement to parcel to the north. Since
design renders access easement inoperable (retaining wall renders non -traversable by any means),
easement vacation appears pre -requisite to ISP approval. Note: 30' access easement transitions to
40' access easement on TMP 03200-00-00-037C 1, where it turns SE to provide access to TMP
046134-00-00-00400. Proposed grade /retaining wall blocks access via existing easement to both
these parcels, whose owners would appear to need to be signatory to easement vacation plat.
b. ISP clarifies location of on -site storm culvert at south comer of development parcel, relative to
existing grade. ISP should confirm via visual site visit or survey that location is accurate, and that
existing contours (Q2) are accurate, relative to storm pipe. Contours and pipe image indicate an
illogical location for storm inlet. Grading does not suggest a storm pipe would be found in this
location relative to existing grade. Recommend design confirm both existing contours and pipe
location (relative to contours) are accurate.
c. C4 depicts a shallow (< 2-ft.) basin, presumably a SWM facility. C4 does not present conceptual
SWM design, but an ambiguous site feature. Recommend revised Initial Site Plan:
i. Identify whether 1-2 ft. deep depression is a SWM facility, and if so:
ii. Identify type SWM facility (ref. BMP Clearinghouse),
iii. Show SWM facility ouffall. No outlet is shown, and
iv. Include brief conceptual stormwater quantity and quality narrative (CI).
2. Cl: With FSP, provide cover sheet stormwater management narrative. Reference WPO # assigned to
project, once WPO application is submitted, and file # is assigned.
3. C2
a. Depict asphalt travelways that exist along NW boundary of parcel, accurately. See 2/6/22 satellite
image: blue -circled area shows a travelway with curb extends from site to U.S. Rte. 29, and also
shows a bypass (note three 1-way direction arrows) exists on development parcel (within 30'
Engineering Review Comments
Page 2 of 3
access easement), yet serves TMP 03200-00-00-036FO and is eradicated by the current ISP design
(proposed grade /retaining wall). Recommend ISP approval be contingent upon vacating (by
b. Show /depict /label blue -circled area below, accurately, including:
i. Existing curb
ii. Inlets
iii. Pavement
iv.
4. C3
a. With FSP, provide drainage design, including:
i. VDOT LD-204, stormwater inlet computations, and VDOT LD-229, storm drain design
computations.
ii. Plan /profile of existing storm drain network.
iii. Plan /profile of proposed storm drain network.
iv. Evaluation of downstream storm system capacity, if on -site SWM discharges to a
manmade system, as it appears to do.
b. With FSP, provide intersection site lines (left /right) at entrance to Worth Crossing.
c. With FSP, provide bollard or fixed barrier protection at south comer of 4,000 SF outdoor sitting
area at entrance to Worth Crossing. An area designed as outdoor sitting must provide patrons
protection, as distance between entrance curb and sitting area is minimal.
5. C4
Engineering Review Comments
Page 3 of 3
d. VDOT no longer allows VDOT standard details to appear on plans (copyright issue), provide ref.
to VDOT standards for items required to develop the site (DIs, MHs, pipes, pipe bedding, CG-2,
CG-6, CG-12, etc.).
e. 1,729 SF of RW dedication may pose issue for VDOT since coincident with existing storm pipe.
With FSP, show demolition /relocation of existing storm pipe, unless it meets VDOT standards for
class pipe and appropriate burial depth within public RW. Engineering defers to VDOT.
a. Provide CG-6 wherever proposed grade concentrates runoff against curb (provide /label CG-6).
b. Show existing curb on TNT 046134-00-00-00200. No sheet of ISP depicts any improvements on
adjacent parcel. Design should tie proposed asphalt /curb to existing asphalt /curb. ISP provides
insufficient design relative to existing paved surface, curb, and no provision for storm capture
/conveyance that appears to reach this parcel, given proposed grade. Forest Lakes Self -Storage
may not increase runoff to adjacent parcels. Also, satellite image at item 3.b., above.
c. Provide CG-12 (or equivalent design to ensure ADA access) where 10' multiuse path crosses site
entrance.
6. General:
a. WPO plan approval is required prior to FSP approval.
b. SWM facility easement and public drainage easement (deed /plat) must be approved, via separate
application review /approval process, and recorded prior to WPO plan approval.
Thank you.
Please call if any questions — tel. 434.296-5832-x3069, or email 4anderson2(a albemarle.org.
SDP202200032_Forest Lakes Self -Storage_ ISP_062322
Blue Ridge Health District
VIRGINIA DPARtMEN1 OF HEALTH
Mariah Gleason, Senior Planner II
Albemarle County Community Development
401 McIntire Road
Charlottesville, VA 22902
RE: Forest Lakes Self Storage
Initial Site Plan
SDP2022-32
Tax Map: 46134-3
Ms. Gleason:
ChabMsvMa/Abernade
NeaNh Depadment
1 138 Rose 41 Dive
Chanollesvile, VA 22903
Ofte 434-972-6200 1 fax 434-972-4310
June 30, 2022
As requested, I've reviewed the Initial Site Plan, dated 5/16/22, for the proposed
construction referenced above. Since both water and sewer will be provided by ACSA,
and there are no existing onsite wells or septic systems, I have no concerns or objections.
If there are any questions or concerns, please give me a call, 434-972-4306.
Sincerely,
Alan Mazurowski
Environmental Health Supervisor
Blue Ridge Health District
alan.mazurowski ,vdh.vir i� og_v
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
Stephen C. Brich, P.E. 1401 East Broad Street (804) 786-2701
Commissioner Richmond, Virginia 23219 Fax: (804) 786,2940
June 2, 2022
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Attn: Mariah Gleason
Re: SDP-2022-00032 — Forest Lakes Self -Storage — Initial Site Plan
Review# 1
Dear Ms. Gleason:
The Department of Transportation, Charlottesville Residency Transportation and Land Use
Section has reviewed the Forest Lakes Self -Storage — Initial Site Plan, dated May 16, 2022 as
submitted by Shimp Engineering, and find the following:
Please show the existing site conditions to include but not limited to the following:
a. Edge of existing pavement
b. Contour interval elevations
c. Stormwater structures
d. Adjacent hardscapes, such as curb/gutter
e. Entrance across Rte. 1722 from this parcel
2. CG-12 handicap ramps are required for the shared use path entrance crossings.
3. Existing fiber-optic hand hole box may require upgrade to meet the shared use path
requirements.
4. The proposed right of way must extent to one foot beyond the back of sidewalk/shared
use path.
5. Provide intersection sight distance lines and profiles in the sight alignment.
6. Provide turn lane warrants for Route 1722.
7. The entrance does not appear to meet commercial entrance designs along highways with
shoulders. See page F-108 in the VDOT road design manual, Appendix F. Please note,
the curb radii should be offset from the EP.
8. Provide drainage calculations.
Adjacent parcel TMP 43B44 has 2MA plans showing inter -parcel vehicular connection
to TMP 46B4-3. Has this issue been adequately vetted?
VirginiaDOT.org
WE KEEP VIRGINIA MOVING
9. Please provide a comment response letter with each submission after the initial.
10. Due to the level of items noted in this review, these comments may not be exhaustive.
11. Note that the final plan must show conformance with the VDOT Road Design Manual
Appendices B(1) and F, as well as any other applicable standards, regulations or other
requirements.
A VDOT Land Use Permit will be required prior to any work within the right-of-way. The
owner/developer must contact the VDOT Charlottesville Residency Land Use Section at (434)
422-9399 for information pertaining to this process. If you have further questions, please contact
Max Greene at 434-422-9894.
Sincerely,
John C. Wilson, P.E.
Assistant Resident Engineer
Area Land Use
VDOT - Charlottesville Residency