HomeMy WebLinkAboutSDP200500142 Checklist 2006-01-06 ALBEMARLE COUNTY ENGINEERING REVIEW CHECKLIST: Site Plan
P liminary:
preliminary plan site review committee checklist items according to 18-32.5.6.
JJJ a. check topography and dimensions are accurate(current)per 18-32.5.6r.
/WPO Buffers [17-317]
conceptual stormwater management layout [18-32.5.6k, 17-303,DSM503A]
a. exemptions [17-312F,G, 17-314C]
b. captures as much area as possible [17-312C, 17-315A]
c. removal rate met for each project drainage area [17-315B,C,DSM503.3A]
d. stream buffer disturbance minimized,approved for mitigation [17-320-322,DSM504]
e. sufficient room on plan to accommodate all facility areas and required elements
4.pnnciple access free of flooding [18-32.7.2.3, 14-410F]
/ traffic generation figures(if necessary to determine lanes,pavement, etc) [18-32.5.6,DSM601A.2]
6.. enchmark for topography[DSM CD-15]
"sight distances at entrances [VDOT,DSM CD-15]
8. easements or letter of intent to dedicate for off-site work[DSM1102]
,'concerns with 2:1 slopes [DSM902A5]
],0: oncerns with 100' on-site sight distance [DSM902A5]
/ . concerns with safe and convenient circulation [DSM902A5, 18-32.7.2]
invate road request and justification where applicable [DSM902A4, 18-32.7.3, 14-232,DSM602.4]
nterconnections [18-32 7.3, 14-409]
esidential principle access free of flooding, or alternative access [18-32.7.3, 14-410]
.$i pgrade or closure of existing entrances [18-32.7.2.1,DSM602.3,DSM607B]
r. critical slopes waiver[18-4.2.5]
a. access,utilities, stormwater;no alternative location outside of cntical slopes [18-4.2.6c]
accesses(2 for 50 residential units), site circulation off street[18-32.7.2.4, 32 7.3.2,DSM607B]
/1-2
0' tangent section to entrance where attainable [DSM607B2]
Final:
ofessional seal, signed and dated [18-32.6.1]
graphy and dimensions are accurate(current)per 18-32.6.6h.
proposed grading(2' contours) [18-32.6.6b]
3. drainage facilities and easements [Drainage Checklist] [18-32.6.6d, 32.7.4,DSM902B4, 909.1B]
a. Typical sections for proposed channels, actual sections for existing [18-32.6.6d1]
b Profiles for existing and proposed pipes and channels [18-32.6.6d1,2,DSM909.1B,D]
c. Drainage summary table, and legend[18-32.6.6d4,5,DSM909.1C]
d. Notes,details,sections if not VDOT standard[18-32.6.6d6]
e. Floodplain for 50 acres or more [18-32.6.6d7]
.11 other easements [18-32.7.5 2]
•.roved erosion control plan(or< 10,000sf disturbance) [Erosion Control Checklist] [18-32.7.4.3]
.. street and entrance information [Road Plan Checklist where appl.] [18-32.6.6e, 32.7.3]
primary or alternative residential access free of flooding[18-32.7 2 3]
Parking [18-32.2.7, 18-32.6.6g, 18-4.12]
8. parking surfaced per VDOT guidelines [18-4.12.15a]
9. parking lot does not drain to street[18-4.12.15b]
arking 5%max. grade(any direction) [18-4.12.15c]
eelorking and travelway 100' sight distance(<20mph) [18-4.12.15d, DSM602A]
ing and dumpsters accessible at all times [18-4.12.15e]
'ng islands and traffic control [18-4.12.15f]
whirTar 'ng and travelway have curb, and gutter,unless waived for swm [18-4.12.15g]
. arking separated from street to prevent queuing(18'min.) [18-4.12.15h,DSM602B]
Engineering Review Checklist. site plan
Page 2 of 2
_ 1 parking and aisle dimensions 10x18x20, 9x18x24, II9x20x24,angled [18-4.12.16a,c,DSM602.1]
.1.'?:"overhang available, and over grass(not sidewalk)when 16' stall depth used [18-4.12.16c6]
1parking not over any PL,where sidewalk<6',need bumper blocks. [18-4.12.16e]
access aisle grade 10%max.,or waiver up to pnv.rd. stnd. [18-4.12.17a]
entrance landing 4%for 40' [18-4.12.17b]
,�iY. access aisle 20' min.width w/o parking[18-4.12.17c1]
one-way aisle,all on-site, 12' width min,bypass lane for drive-through or 16' [18-4.12.16a]
loading spaces 12x25,surfaced,no overhang,not impeding other spaces [18-4.12.18,4.12.13b]
umpster pad concrete, 8'+depth of dumpster,without through drainage [18-4.12.19a,b]
slope grade 2:1 max.,guardrail over steep slope or drop-off[DSM803.1A, DSM605A]
•.. DOT approval for plans that affect right-of-way [DSM902B]
27rgeneral construction notes [DSM902B4,DSM:CD-10]
froo
(I O Jun 2005)