HomeMy WebLinkAboutSDP200500010 Checklist 2005-02-16 11 1110 ° 11 1.0
ENG REVIEW CHECKLIST: Site Plan S P Zoo
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Preliminary: �-
18- 32.5.6a] Scale, and source of topography and survey
[18- 32.5.6d] Existing and proposed topography (5' contours), and critical slopes
iv [ 18- 32.5.6e] Watercourses and bodies of water
Nr14 [18- 32.5.6g, 17 -317] WPO Buffers
$ [18- 32.5.6h] Floodplain
eli8- 32.5.6i] Existing and proposed streets (EP, CL, Rt#, name, ROW)
✓[18- 32.5.6j, k] Existing and proposed water, sewer, stormsewer, channels, and easements
[18- 32.5.61, DM1101] Existing and proposed utilities and easements
118- 32.5.6k] Conceptual stormwater management, see Stormwater Management Plan CHECKLIST
„...-118-32.5.6m] Existing and proposed access, entrances
c'[18- 32.5.6n] All proposed site features
[18- 32.5.6o] Areas to be dedicated to public use
[18- 32.5.6, DM601A.2] Traffic generation figures
%, [DM CD -15] A benchmark for topography
�[VDOT, DM_CD -15] Sight distances at entrances
0110 %)M1102] Easements or letter of intent to dedicate for off -site work
DM902A5] concerns with 2:1 slopes
./[DM902A5] concerns with 100' on -site sight distance
[DM902A5, 18- 32.7.2] Concerns with circulation
[DM902A4, 18- 32.7.3, 14 -232, DM602.4] Private road request and justification where applicable
NA [18- 32.7.3, 14 -512H] second entrance for 50 residential lots or more
[18- 32.7.3, 14- 512H1,2] residential principle access free of flooding (100yr) , or alternative access
Final:
[18- 32.6.1] Professional seal, signed and dated
[18- 32.6.6b] Proposed grading (2' contours)
[18- 32.6.6c] Water and sanitary sewer plans (Eng rev private only)
[18- 32.6.6d, DM902B4, 18- 32.7.4] drainage facilities and easements, Drainage Plan CHECKLIST
[ 18- 32.7.5.2] All easements
[18- 32.7.4.2] pollution control if necessary
[18- 32.7.4.3] approved erosion control plan (or < 10,000sf disturbance)
[18- 32.6.6e, 32.7.3] Street and entrance information, Road Plan CHECKLIST (where applicable)
[18- 32.6.6g] Proposed parking and aisle dimensions, tabulation, surface types
[18- 32.7.2] Safe and convenient circulation
[18- 32.7.2.1, DM602.3, DM607B, ref. 1] VDOT entrances, upgrade or closure of existing entrances
[18- 32.7.2.3] Primary or alternative residential access free of flooding
[18- 32.7.2.4, 32.7.3.2] Two entrances for 50 residential units
[18- 32.2.7] parking per 18- 4.12...
[18- 4.12.13b] Loading spaces not to impede parking or circulation
[18- 4.12.15a] Parking surfaced per VDOT guidelines
[18- 4.12.15b] Parking lot does not drain to street
[18- 4.12.15c] Parking 5% max. grade
[18- 4.12.15d, DM602A] Parking and travelway 100' sight distance ( <20mph)
[18- 4.12.15e] Loading and dumpsters accessible at all times
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VIEW CHECKLIST: site plan
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[18- 4.12.15f] Parking islands and traffic control
[18- 4.12.15g] Parking and travelway have curb, and gutter where necessary
[18- 4.12.15h, DM602B] Parking separated from street to prevent queuing (18'min.)
[18- 4.12.16a,c, DM602.1] Parking and aisle dimensions 10x18x20, 9x18x24, 1j9x20x24, angled
[18- 4.12.16c6] overhang available, and over grass (not sidewalk) when 16' stall depth used
[18- 4.12.16e] Parking not over any PL, where sidewalk < 6', need bumper blocks.
[18- 4.12.17a] Access aisle grade 10% max., or waiver up to priv. rd. stnd.
[18- 4.12.17b] Entrance landing 4% for 40'
[18- 4.12.17c1] Access aisle 20' min. width
[ 18- 4.12.16a] One -way aisle, all on -site, 12' width min, bypass lane for drive- through
[ 18- 4.12.18] Loading spaces 12x25, surfaced, no overhang
[18- 4.12.19a,b] Dumpster pad concrete, 8' +depth of dumpster, without through drainage
[18- 4.2.5] Waiver for development on critical slopes
[18- 4.2.6c] access, utilities, stormwater; no alternative location possible outside of critical slopes
[DM605A] Guardrail over steep slope or drop -off
[DM607B] One entrance where achievable, two where justified and site circulation off - street
[DM607B2] 50' tangent section to entrance where attainable
[DM803.1A] Slope grade 2:1 max.
[DM902B] VDOT approval for plans that affect right -of -way
[DM902B4, DM:CD -10] General construction notes
ref. 1: VDOT Min. Stnd. of Entrances to State Highways, p.15
Preliminary Site Development Plan
Checklist
6 1ix�: L
Project Name: < ./ 4 6Y/44.4).0.1%, /A..1,4 4
Firm: 1
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This checklist must be completed, signed and submitted with the application. The information contained in this checklist
reflects the contents of the Site Plan Ordinance as of August 5, 1998. The applicant is responsible for insuring that no
revisions to the Ordinance have occurred since preparation of this document.
Plans which lack the information required by this checklist shall be deemed to be incomplete and shall be denied by the
agent with ten (1 0) calendar days after the applicable submittal deadline (Section 32.4.21.
A Preliminary Site Development Plan shall contain the following:
E1 1. Seventeen (17) clearly legible and folded blue or black line copies; [32.5.1] Initial Submittal
❑ 2. Eight (8) full -sized revised copies and one (1) reduced revised copy no larger than eleven (11) inches by
seventeen (17) inches; [32.5.2] Revision Submittals
Er All waiver, variation and substitution requests... clearly state the specific items being requested for waiver,
variation or substitution; [32.5.3] Provide justification for all waiver, variation and substitution requests.
121 Dimensioned to the accuracy standards required in section 32.5.6r. [32.5.4] boundary, setback and zoning lines -
one foot in one thousand (1:1,000) feet; Existing contours - one -half (1/2) of the contour interval; Proposed
contours - within five (5) feet horizontally and vertically; Existing structures, roads, parking lots, and other
improvements — within five (5) feet; Proposed structures, roads, parking lots and other improvements - within five
(5) feet; [32.5.6r]
tQ 5. Scale of one (1) inch equals twenty (20) feet or to such scale as may be approved by the agent. No sheet shall
exceed forty -two (42) inches by thirty -six (36) inches in size. If prepared on more than one (1) sheet, match lines
shall clearly indicate where the several sheets join. The top of the sheet shall be approximately either north or east;
[32.5.5]
Or Name of development; [32.5.6a]
Orr 7. Name of owner, developer...; [32.5.6a]
E 8. Individual who prepared the plan; [32.5.6a]
Lir Tax map and parcel number; [32.5.6a]
a 10.Zoning; [32.5.6a]
d e l 1.Descriptions of all variances, zoning proffers and bonus factors...; [32.5.6a]
E 12.Ma district; [32.5.6a]
Y3.County and state; [32.5.6a]
County of Albemarle Department of Community Development
401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296 -5832 Fax: (434) 972 -4126
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14. North point; [32.5.6a]
21 [32.5.6a]
L3 16.Datum reference for elevation; [32.5.6a1
17.Source of the topography; [32.5.6a]
'18.Source of the survey; [32.5.6a]
19.Sheet number and total number of sheets; [32.5.6a]
Is 20.Date of the drawing; [32.5.6a]
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21.Date and description of latest revision; [32.5.6
la 22.Owner, zoning, tax map and parcel number and present use of adjacent parcels; departing lot lines; [32.5.6aJ
23.Minimum setback lines, yard and building separation requirements; [32.5.6a]
Qr24.Vicinity sketch showing the property and its relationship with adjoining streets, subdivisions and other
landmarks; [32.5.64 kl -- 25.Boundary dimensions; [32.5.6a]
rir uses and maximum acreage occupied by each use; [32.5.6b]
kIX 27.Maximum number of dwelling units by type; [32.5.6b]
iv4 Ci 28.Gross residential density; [32.5.6b]
A/4 GY29.Square footage of recreation area; [32.5.61V
11( and acreage of open space; [32.5.6b]
/✓ Ur31.Maximum square footage for commercial and industrial uses; [32.5.6b]
#/4 LK32.Maximum number of employees; [32.5.6b]
i yIA. W 33.Maximum floor area ratio and lot coverage if industrial; [32.5.6b]
,/ /A l.] 34.Maximum height of all structures; [32.5.6b]
35.Schedule of parking including maximum amount required and amount provided; [32.5.6b]
' 36.Maximum amount of impervious cover on the site; [32.5.6b]
Er37.If a landscape plan is required, maximum amount of paved parking and vehicular circulation areas; [32.5.6bJ
Gi'38.If phasing is planned, phase lines and proposed timing of development; [32.5.6c]
Zr39.Existing topography (up to twenty [20] percent slope, maximum five [5] foot contours, over twenty [20] percent
slope, maximum ten [10] foot contours)...with sufficient offsite topography to describe prominent and pertinent
offsite features and physical characteristics, but in no case less than fifty (50)feet outside of the site unless
otherwise approved by the agent; [32.5.6d]
' 40.Proposed grading (maximum five [5] foot contours) supplemented where necessary by spot elevations; [32.5.6d]
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41.Areas of site where existing slopes are twenty -five percent or greater; [32.5.6d]
'42.Existing landscape features as descried in section 32.7.9.4c; [32.5.6e]
Cc 43 .The name and location of all watercourses and other bodies of water adjacent to or on the site; [32.5.6J]
1. 44.Indicate if the site is located within a reservoir watershed; [32.5.6f] If so, state the name of the watershed
45.Location of septic setback lines from watercourses including intermittent streams and other bodies of water;
[32. S. 6g1
Er hundred year flood plain limits as shown on the official flood insurance maps for Albemarle County;
[32.5.6h]
Cir 47.Existing and proposed streets, access easements and travelways, together with street names, street route
— / numbers, right -of -way lines and widths, centerline radii, and pavement widths; [32.5.61]
U" 48.Location and size of: existing water and sanitary sewer facilities and sand easements, storm sewer facilities,
drainage channels, and drainage easements; [32.5.6j]
12 / 49.Proposed "Conceptual Lay -out" for water and sanitary sewer facilities and storm drain facilities including storm
detention ponds or structures, indicating direction of flow in all pipes and watercourses with arrows; [32.5.6k]
"Conceptual Lay -out" shall include: general location, size and type of stormwater management facilities, pipes,
culverts, inlets, channels, etc.
50.Location of other existing and proposed utilities and utility easements; [32.5.61]
6 51.Location of existing and proposed ingress to and egress from the property, showing the distance to the centerline
of the nearest existing street intersection; [32.5.6m]
52.Location and dimensions of all existing and proposed improvements including: buildings (maximum footprint
and height) and other structures, walkways, fences, walls, trash containers, outdoor lighting; landscaped areas and
open space; recreational areas and facilities; parking lots and other paved areas; loading and service areas together
with proposed paving material types for all walks, parking lots and driveways; and signs; [32.5.6n]
53.A11 areas intended to be dedicated or reserved for public use; [32.5.6o]
(54.Landscape plan in conformance with section 32.7.9 if required; [32.5.6p]
NA Q 55.Where deemed appropriate by the agent... estimated traffic generation figures...based upon current Virginia
Department of Transportation (VDOT) rates; [32.5.6q]
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In addition to the items required by the ordinance, Albemarle County Engineer, Groundwater Program Authority, the
Virginia Department of Transportation, the Albemarle County Service Authority, and the Thomas Jefferson Health
District require these items on plats and plans submitted for preliminary approval. Plats and plans will not be rejected
if these items are not present, but they are required for approval. These items are provided in an effort to
communicate all preliminary comments.
di. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy)
p A 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy)
11//ar - 3. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy)
W ' 4. Provide copies of off -site easements, or letters of intent to grant them from off -site property owners. (Albemarle
County Engineering Policy)
//ffir a 5. Show and label stream buffer limits. (WRPA Ordinance)
p1h, -6 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 Groundwater Management Plan (17 - 403)
❑ 8. Tier 4 – Aquifer testing work plan (17 - 403)
Read and Sign
In representing the above referenced firm submitting this plat for preliminary approval, I hereby sate that,
to the best of my knowledge, the attached plat contains all information required by this checklist.
Signat y�of ; rson completing checklist Date
2J / 5/5
Printed Name Daytime phone number of Signatory
5 it - GLL 4 /3 4 / - 51d - /3 26
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FEB 151005
coMMUNi?Y r.EV:__(..:N,'V' <,..N.,
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