HomeMy WebLinkAboutSDP202300009 Checklist 2023-02-07Final Site Development Plan
Checklist
Project Name: Cville Rio Road Apartments Final Site Plan
Firm: Collins Engineering
This checklist must be completed, signed and submitted with the application. The information contained in this
checklist reflects the contents of the Section 32 of Chapter 18 of the Code of the County of Albemarle also known as
the Site Plan Ordinance as of July 8, 2015. The applicant is responsible for ensuring that no revisions to the
Ordinance have occurred since preparation of this document
This final site plan has:
6d an initial site plan that was approved for the development and it remains valid, SDP - 20_ -
6d satisfied all of the requirements of section 32.6 below, and
W satisfied all of the conditions delineated in the letter provided under section 32.4.2.5(c) required to be satisfied prior to
submitting the final site plan.
6d Authorized preparer.
® The plan, and any amendments to a plan, is prepared and sealed, signed and dated by one of the following
la An architect licensed to practice in the Commonwealth of Virginia.
64 A professional engineer licensed to practice in the Commonwealth of Virginia.
6d A land surveyor licensed to practice in the Commonwealth of Virginia.
6d A certified landscape architect licensed to practice in the Commonwealth of Virginia.
® Number of copies when first submitted.
® Provide the number of copies as directed in the Initial Site Plan approval letter
® One (1) reduced copy of the plan no larger than eleven (11) by seventeen (17) inches in size.
® Scale and size.
® The plan is prepared to the scale of one (1) inch equals twenty (20) feet or larger, or to another scale approved by
the agent in a particular case.
❑ Other scale approved - one (1) inch equals O feet, by
6d No sheet exceeds forty-two (42) inches by thirty-six (36) inches in size.
® The plan IS prepared on one (1) sheet. OR
® The plan IS prepared on more than one (1) sheet and match lines clearly indicate where the several sheets join.
6d The top of each sheet is approximately
61 North or
❑ East
6d Dimensions.
The plan is dimensioned to at least the following standards for accuracy:
6d Boundary, setback and zoning lines: Within one one -hundredth (0.01) of a foot.
6d Existing contours: Within one-half (1/2) of the contour interval required in section 32.6.2(c).
6d Proposed contours: Within one (1) foot horizontally and vertically.
6d Spot elevations: Within one -tenth (0.10) of a foot.
A Existing critical structures including utilities and other topographic features: Within two (2) feet,
provided that for critical structures, which include, but are not limited to, gas lines, other utilities, pipes,
conduits, walls and buildings to be preserved, within one -tenth (0.10) of a foot.
6d Proposed structures, roads, parking lots and other improvements: Within one one -hundredth (0.01) of a
foot.
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Albemarle County - Final Site Plan Checklist
Site Plan Ordinance Section 32.6 - Contents offinal site plan
In addition to containing all of the information required to be on an initial site plan, as provided in section 32.5, a final
site plan shall contain the following:
6d Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the
requirements of this chapter are satisfied.
6d Proposed grading.
6d Proposed grading (up to twenty [20] percent slope, maximum two [2] foot contours; over twenty [20]
percent slope, maximum five [5] foot contours).
6d Water and sewer facilities.
6d Detailed plans for proposed water and sewer facilities, including all pipe sizes, types and grades;
6d proposed connections to existing or proposed central water supplies and central sewage systems;
6d location and dimensions of proposed easements and whether they are to be publicly or privately
maintained;
6d profiles and cross sections of all water and sewer lines including clearance where lines cross;
6d all water main locations and sizes; valves and fire hydrant locations;
6d all sewer appurtenances by type and number;
6d the station on the plan to conform to the station shown on the profile and indicate the top and invert
elevation of each structure.
6d Drainage and grading plans.
6d Detailed construction drainage and grading plans:
6d 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;
6d Profiles of all storm sewer systems showing existing and proposed grades;
6d Plan view of all drainage systems with all structures, pipes and channels numbered or
lettered on the plan and profile views. Show sufficient dimensions and bench marks to
allow field stake out of all proposed work from the boundary lines;
6d A drainage summary table for culverts, storm sewer and channels as described in the
following example:
Structure
Description
Length
Invert
Invert
Slope
Remarks
Number
In
Out
1
42" RCP
50'
24.50
424.00
100.00%
Provide
Class 111
2, EW
2
DI- 3B
L=8
26.00
432.00
-
IS-1
To
3
PG-2A
400'
420.00
400.00
5.00%
D=12"
4
Grade
200'
420.00
415.00
2.50%
D=18"
Swale
6d A legend showing all symbols and abbreviations used on the plan;
6d General notes, typical sections, and details of all items not covered by Virginia
Department of Transportation standard drawings; and
6d Flood plain limits for the one hundred (100) year storm for all watercourses with an
upstream drainage area of 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 determining that the information is unnecessary for review of the proposed
development.
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Albemarle County - Final Site Plan Checklist
6d Street sections.
6d Typical street sections together with specific street sections where street cut or fill is five (5) feet or
greater;
6d centerline curve data;
6d radius of curb returns or edge of pavement;
6d location, type and size of proposed ingress to and egress from the site together with culvert size;
6d symmetrical transition of pavement at intersection with existing street;
6d the edge of street surface or face of curb for full length of proposed street;
6d when proposed streets intersect with or adjoin existing streets or travelways, both edges of existing
pavement or travelway together with curb and gutter indicated for a minimum of one hundred (100)
feet or the length of connection, whichever is the greater distance.
6d Public facilities and utilities.
6d All public facilities, utility and drainage easements outside the right-of-way of public streets, provided
that new easements may be generally shown and accurately dedicated by separate plat.
6d All water and sewer facilities to be dedicated to public use and the easements for those facilities and
shall be identified by a statement that the facilities are to be dedicated to the Albemarle County Service
Authority.
6d Signature panel.
6d Signature panel for signature by each member of the site review committee.
6d Parking and loading areas.
❑ For all parking and loading areas, indicate the
A size,
6d angle of stalls,
64 width of aisles and specific number of spaces required and provided, and
6d method of computation. Indicate type of surfacing for all paved or gravel areas.
6d Landscape plan.
6d A landscape plan that complies with section 32.7.9
6d Outdoor lighting.
6d Outdoor lighting information including
6d a photometric plan with
6d location, description, and photograph or diagram of each type of outdoor luminaire.
6d Recreational facilities.
6d Specifications for recreational facilities.
Dam break inundation zones; engineering study and mapping information.
If the proposed development is located wholly or partially within a dam break inundation zone, the developer
shall submit with the final site plan the following:
❑ a. Engineering study. If the Virginia Department of Conservation and Recreation determines that a plan
of development proposed by a developer would change the spillway design flood standards of an
impounding structure pursuant to Virginia Code § 10.1-606.3 , the developer shall submit an
engineering study in conformance with the Virginia Soil and Water Conservation Board's standards
under the Virginia Dam Safety Act in Virginia Code § 10.1-604 et seq. and the Virginia Impounding
Structure regulations in 4VAC50-20-10 et seq. The engineering study shall be reviewed and acted upon
by the Virginia Department of Conservation and Recreation as provided in Virginia Code § 15.2-
2243.1.
❑ b. Mapping information. The developer shall provide the dam owner, the county, and any other
affected localities with information necessary for the dam owner to update the dam break inundation
zone map to reflect any new development within the dam break inundation zone following completion
of the development.
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Albemarle County - Final Site Plan Checklist
In addition to the items required by the ordinance, Albemarle County Engineer, the Virginia
Department of Transportation, the Albemarle County Service Authority, and the Thomas Jefferson
Health District require these items on plans submitted for final site plan approval. Plans will not be
rejected if these items are not present, but they are required for approval. These items are provided in
an effort to communicate all final site plan comments.
6d 1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy)
6d 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy)
6d 3. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy)
6d 4. Provide copies of off -site easements, or letters of intent to grant them from off -site property owners.
(Albemarle County Engineering Policy)
6d 5. Show and label stream buffer limits. (Water Protection Ordinance, WPO)
6d 6. Indicate the deed book and page reference for all existing utility easements located on the property.
(Albemarle County Service Authority)
❑ 7. Tier 3 - Draft or Final Groundwater Management Plan (WPO Section 17-403)
❑ 8. Tier 4 — Aquifer testing work plan (WPO Section 17-403)
Read and Sign
In representing the above referenced firm submitting this plan for final approval, I hereby sate that, to the best of my knowledge, the attached plan
contains all information required by this checklist.
�C9T�`(,6C.eG/Zb
2-6-23
Signature of Owner, Contract Purchaser, Agent
Date
Scott Collins
434-293-3719
Print Name
Daytime phone number of Signatory
REVISED 02/8/2021 Page 4 of 4