HomeMy WebLinkAboutSDP200500017 Checklist 2005-03-01 Preliminary Sit,_ Development P1L .
Checklist
Project Name: OL-t T" L Am-140 /9/5 4-4 7D4,,-164,44 S >?) el'4450
Firm: 17""9,44 L
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 (10) calendar days after the applicable submittal deadline [Section 32.4.21.
A Preliminary Site Development Plan shall contain the following:
IY 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
Erl 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.
Er 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]
2(5 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]
EI 6. Name of development; [32.5.6a]
t7. Name of owner, developer...; [32.5.6a]
a** Individual who prepared the plan; [32.5.6a]
12 '9. Tax map and parcel number; [32.5.6a]
0.Zoning; [32.5.6a]
i / 11.Descriptions of all variances, zoning proffers and bonus factors...; [32.5.6a]
l!! 2.Magisterial district; [32.5.6a]
U / 13.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
1/4/05 Page 1 of 4
Y North point; [32.5.6a] Nod
er15.Scale; [32.5.6a]
L'!' 16.Datum reference for elevation; [32.5.6a]
C ' 17.Source of the topography; [32.5.6a]
iff of the survey; [32.5.6a]
7 19.Sheet number and total number of sheets; [32.5.6a]
Er 20.Date of the drawing; [32.5.6a]
Er21.Date and description of latest revision; [32.5.6a]
L 22.Owner, zoning, tax map and parcel number and present use of adjacent parcels; departing lot lines; [32.5.6a]
I'23.Minimum setback lines, yard and building separation requirements; [32.5.6a]
Pe sketch showing the property and its relationship with adjoining streets, subdivisions and other
landmarks; [32.5.6a]
E 25.Boundary dimensions; [32.5.6a]
26.Proposed uses and maximum acreage occupied by each use; [32.5.6b]
GiK27.Maximum number of dwelling units by type; [32.5.6b]
E 28.Gross residential density; [32.5.6b]
E ,'' 29.Square footage of recreation area; [32.5.6b]
30.Percent and acreage of open space; [32.5.6b]
2 :i 1.Maximum square footage for commercial and industrial uses; [32.5.6b]
111-- 32.Maximum number of employees; [32.5.6b]
2" floor area ratio and lot coverage if industrial; [32.5.6b]
34.Maximum height of all structures; [32.5.6b]
t7 35.Schedule of parking including maximum amount required and amount provided; [32.5.6b]
fr36.Maximum amount of impervious cover on the site; [32.5.6b]
Er 37.If a landscape plan is required, maximum amount of paved parking and vehicular circulation areas; [32.5.6b]
fi38.If phasing is planned, phase lines and proposed timing of development; [32.5.6c]
G 39.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]
1/4/05 Page 2 of 4
'41.Areas of site where existing s1 , 3 are twenty -five percent or greater; [32.5
lJ 42.Existing landscape features as descried in section 32.7.9.4c; [32.5.6e]
En3.The name and location of all watercourses and other bodies of water adjacent to or on the site; [32.5.6f]
44.Indicate if the site is located within a reservoir watershed; [32.5.6f] If so, state the name of the watershed
t 45.Location of septic setback lines from watercourses including intermittent streams and other bodies of water;
[32.5.6g]
Er 46.One hundred year flood plain limits as shown on the official flood insurance maps for Albemarle County;
[32.5.6h]
"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]
'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]
J 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.
ar50.Location of other existing and proposed utilities and utility easements; [32.5.61]
01 1 .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]
13 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]
EK54.Landscape plan in conformance with section 32.7.9 if required; [32.5.6p]
l:Y 55.Where deemed appropriate by the agent... estimated traffic generation figures...based upon eurrent Virginia
Department of Transportation (VDOT) rates; [32.5.6q]
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In addition to the items required by t,.rdinance, Albemarle County Engineet,oundwater 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.
C'r 1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy)
a n. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy)
a -i. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy)
1261. Provide copies of off -site easements, or letters of intent to grant them from off -site property owners. (Albemarle
County Engineering Policy)
Z 5. Show and label stream buffer limits. (WRPA Ordinance)
Er 6. Indicate the deed book and page reference for all existing utility easements located on the property. (Albemarle
County Service Authority)
Zr7. Tier 3 - Draft Groundwater Management Plan (17 -403)
Vd 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 o - my knowledge, the attached plat contains all information required by this checklist.
Signat of i • rson c i 11 I eting checklist Date
-war4 212. ebf
Printed Name Daytime phone number of Signatory
54.7% / Z•114.1 `7 4l — ra• IT 2S
1/4/05 Page 4 of 4
SDP#: ' 0 / f File N ilo Q-� � y TI � `dl /2J) Date: • / 0
❑ 32.5.6 The preliminary site plan shall contain the following information: i �f/'� 5
❑ a. The name of the eve1opment; names of the owner, developer 1 individua wi ho prepared the plan; tax map and parce nI" umber; zon
r de iptions of vhAnces, zonjll� b�€fers and bonus fades applicable to the site; magi teri istrict; equal and ^" °
le; one datum reference for elevation (where section 30.3, flood hazard overlay distric involved, United St es Geologica u - ey
vertical datum shall be shown and/or c rrelated to plan topo:..hy); the source of the graphy a source ie surve ; shef.fr umber
and total numbe�8f sheets; date wing; da e and des • .t it"• of latest revision; o r, z n' , tax map and parcel m r and present
use o djacent parcels; departi f 1'n:.�i', - is T•f� • es, yard and building seg�rarion requirements; a vicin sketch showing
the property and its relationship 'th adjoining streets, subdivisions and other landmarks; and bound dimensions. /
❑ b. Written schedules or data aynecessary to demonstrate that the site can accommodate the proposed use, including: propos_ uses and
maximum acreage occupipby each use; aximum number offielling units by type; gross residenj4T density q are ootage o
eanon are ercent and acreage of o n pace; maximum square foot tc� commercial and industrial uses; maxim er o
emp oyees; maximum floor area ratio an o average if industrial; maximum hei all structures; schedule of par 'ng including
maximum amount required and amount provided; and maximum amount of impervious cover on the site; if a landscape plan is required,
maximurrra • - •i.�'�!� a: d vehicular circulation areas.
If p asing is p armed, phase lines and proposed timing of development.
k d. Existing topography (up to twenty [20] percent slope, maximum five [5] foot contours, over twenty [20] percent slope, maximum ten [ 10]
foot contours). Proposed grading (maximum five [5] foot contours) supplemented where necessary by spot elevations; areas of the site
where existing slopes are twenty -five (25) percent or greater. Existing topography for the entire site 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.
ti e. Existing landscape features as described in section 32.7.9.4.c.
❑ f. The name and location of all watercourses and other bodies of water adjacent to or on the site. Indicate if the site is located within a
reservoir watershed.
❑ g. Location of septic setback lines from watercourses including intermittent streams and other bodies of water.
❑ h. One hundred year flood plain limits as shown on the official flood insurance maps for Albemarle County.
❑ i. Existing and proposed streets, access easements and travelways, together with street�rtames, state route ers, right -of /lines and
widths, centerline radii, and paver vidths.
'7 ❑ j. Location and size of: existing water and sanitary sewer facilities and easements; storm sewer facilities, drainage channels; and drainage
easements.
❑ k. Proposed conceptual lay -out for water and sanitary sewer facilities and storm drainage facilities including storm detention ponds or
structures, indicating direction of flow in all pipes and watercourses with arrows.
❑ 1. Location of other existing and proposed utilities and utility easements.
"m. Location of existing and proposed ingress to and egress from the property, showing the distance to the centerline of the nearest existing
street intersection.
❑ n. Location and dimensions of all existing and proposed improvements including: I.uildings (maximum footprint and height) < d other
structures; walkways; fences; walls; trash containers; outdoor lighting; landscaped areas an... - .. -, - . . facilities;
parking lots and other paved areas; loading and service areas together with th •ro.o -. ' - . -ria .es or a wa s, par ng o
an nveways)nd signs.
❑ o. A 1 areas intended to be dedicated or reserved for public use.
❑ p. Landscape plan in conformance with section 32.7.9 if required.
q. Where deemed appropriate by the agent due to the intensity of development, estimated traffic generation figures for the site based upon
current Virginia Department of Transportation rates. Indicate the estimated vehicles per day and direction of travel for all connections to a
public road.
O r. The preliminary site plan shall be dimensioned to at least the following standards for accuracy:
- ❑ 1. Boundary, setback and zoning lines - one foot in one thousand (1:1,000) feet;
❑ 2. Existing contours - one -half (Y2) of the contour interval required in section 32.5.6.d above;
❑ 3. Proposed contours - within five (5) feet horizontally and vertically;
❑ 4. Existing structures, utilities and other topographic features - within five (5) feet;
❑ 5. Proposed structures, roads, parking lots and other improvements - within five (5) feet.
❑ s. The agent or the commission may require additional information to be shown on the preliminary site plan as deemed necessary in order to
provide sufficient information for the agent or the commission to adequately review a the preliminary site plan.
32.6 FINAL SITE PLAN CONTENT
❑ 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.
❑ 32.6.2 A final site plan shall be prepared on mylar, sepia or other such transparency material which shall be termed as the master drawing. Two
(2) clearly legible blue or black line copies of the master drawing shall be submitted to the department of planning and community development.
(Added 5 -1 -87) In addition, if review is required by the commission, one (1) reduced copy no larger than eleven (11) inches by seventeen (17)
inches in size shall be submitted.
I4 32.6.3 Two (2) copies of a landscape plan shall be submitted with the final site plan if not previously submitted.
❑ 32.6.4 When the site plan is ready for final approval, the full -sized revised master drawing and a transparency copy of the master drawing shall
be submitted for the agent's signature. Once the agent has signed the master drawing, he shall return the master drawing to the developer and
the developer shall submit four (4) print copies of the signed master drawing to the agent.
PET 32.6.5 Unless otherwise approved by the agent, the final site plan shall be prepared to the scale of one (1) inch equals twenty (20) feet or larger
or to such a scale as may b�roved by the agent in a particular case; no sheet xceed thirty -six (36) inches by forty -two (42) inches in
size. The site plan may be prepared on one (1) or more sheets. If prepared on more t an one (1) sheet, match lines shall clearly indicate where
the sheets join. The top of the sheet shall be approximately either north or east.
❑ 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. In
addition to preliminary site plan information, indicate if sale or rental units; number of bedrooms per unit, and number of units per building
if multi - family; specifications for recreational facilities.
❑ b. Proposed grading (up to twenty [20] percent slope, maximum two [2] foot contours; over twenty [20] percent slope, maximum five [5]
foot contours).
❑ 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 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.
❑ 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;
❑ 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 from the boundary lines;
❑ 4. A drainage summary table for culverts, storm sewer and channels as described in the following example:
Structure Description Length Invert
Number In Slop Remarks
e
1 42" RCP 50' 424.5 100. Provide
Class III 0 00% 2, EW
2 DI -3B L =8 426.0 - IS -1
0 Top
3 PG -2A 400' 420.0 5.00 D =12"
0 %
4 Grade Swale 200' 420.0 2.50 D =18"
0 %
❑ 5. 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 requirement for drainage areas of less than one hundred (100) acres upon
determination that such information is unnecessary for review of the proposed development.
❑ e. Typical street sections together with specific street sections where street cut or fill is five (5) feet or greater; centerline curve data; radius of
curb retums or edge of pavement; location, type and size of proposed ingress to and egress from the site; together with culvert size; symmetrical
transition of pavement at intersection with existing street; the edge of street surface or face of curb for full length of proposed street; when
proposed streets intersect with or adjoin existing streets or travel -ways, 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.
--) ❑ f. Signature panel for department of planning and community development.
❑ 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.
❑ 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 a foot;
❑ 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 a foot;
❑ 5. Existing structures, utilities and other topographic features - within two (2) feet. For critical structures, accuracy should be within one -
tenth (0.10) of a foot;
❑ Proposed structures, roads, parking lots and other improvements - within one hundredth (0.01) of a foot.
�1 i. Landscape plan in conformance with section 32.7.9.
❑ j. Outdoor lighting information including a photometric plan and location, description, and photograph or diagram of each type of outdoor
„„ luminaire.
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Ilre 144
ENG REVIEW CHECKLIST: Site Plan 5 top Z 00 S 000 7 a �
Preliminary: act Tk A I L- v t tARJ f 1 clot reK -v 0-0 iQs
l.Rh S
X' [ 18- 32.5.6a] Scale, and source of topography and survey , To p o b t �
2�+
s'A [18- 32.5.6d] Existing and proposed topography (5' contours), and critical slopes
[ 18- 32.5.6e] Watercourses and bodies of water
_Zt18- 32.5.6g, 17 -317] WPO Buffers
/[18- 32.5.6h] Floodplain
/[18- 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
NM [18- 32.5.6k] Conceptual stormwater management, see Stormwater Management Plan CHECKLIST
,/ [18- 32.5.6m] Existing and proposed access, entrances
l [ 18- 32.5.6n] All proposed site features
[18- 32.5.6o] Areas to be dedicated to public use
N j 1[18- 32.5.6, DM601A.2] Traffic generation figures
(>[DM_CD -15] A benchmark for topography
f [VDOT, DM_CD -15] Sight distances at entrances
,/[DM1102] 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
- i4- [DM902A4, 18- 32.7.3, 14 -232, DM602.4] Private road request and justification where applicable
/ [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)
7 [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)
fq [18- 32.6.6g] Proposed parking and aisle dimensions, tabulation, surface types
[ 18- 32.7.2] Safe and convenient circulation
,x[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 -3 .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
, r
\S liii REVIEW CHECKLIST: site plan
Page 2 of 2
/VA [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.)
pv f0 [18- 4.12.16a,c, DM602.1] Parking and aisle dimensions 10x18x20, 9x18x24, I19x20x24, angled
N p [ 18- 4.12.16c6] overhang available, and over grass (not sidewalk) when 16' stall depth used
Itq A [ 18- 4.12.16e] Parking not over any PL, where sidewalk < 6', need bumper blocks.
WA [18- 4.12.17a] Access aisle grade 10% max., or waiver up to priv. rd. stnd.
e- Entrance landing 4% for 40'
N A [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
il [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
40 [ 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
i [DM803.1A] Slope grade 2:1 max.
, J1p [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