HomeMy WebLinkAboutSDP200600076 Checklist 2005-06-16 ALBEMARLE COUNTY ENGINEERING REVIEW CHECKLIST: Site Plan
Preliminary: 4 '0 P Z bO la 0007 CD (3c- Q s 11 e.r#e l
1. PRELIMINARY SITE REVIEW PLAN CHECKLIST items according to 18-32.5 6.
a. check topography and dimensions are accurate(current)per 18-32.5.6r.
f 2 O Buffers [17-317]?
3. onceptual stormwater management layout [18-32.5.6k, 17-303,DSM503A]
a. exemptions [17-314F,G,rb-..._captures as much area as possible [17-312C,17-315A] j
c. removal rate met for each ro ect drains a area 17:31-5B C -DSM503:3A
`d: stream buffet disturbance ininimized,approvedfor mitigatiorf[17-320-322;DSM504]1
e. sufficient room on plan to accommodate all facility areas arid-required elements
o principle access free of flooding[18-32.7.2.3, 14-410F]
,traffic generation figures(if nec essary to determine lanes,pavement, etc)[18-32.5.6,DSM601A..217
benchmark for topography [DSM CD-15]
Ksight distances at entrances [VDOT,DSM CD-15F
Iv easements or letter of mtent to dedicate for off-site work[DSM1102]
68-concerns with 2:1 slopes [DSM902A5]
Mconcerns with 100' on-site sight distance [DSM902A5]
jYconcerns with safe and convenient circulation[DSM902A5, 18-32.7.2]
u l.2'private road request and justification where applicable [DSM902A4, 18-32.7.3, 14-232,DSM602.4]
,interconnections [18-32.7.3, 14-409]
NA presidential principle access free of flooding, or alternative access [18-32.7.3, 14-410]
leupgrade or closure of existing entrances [18-32.7.2.1,DSM602,_3,_DSM6Q7B]]
16. critical slopes waiver[18-4.2.5] /0 - q-z-
a. access,utilities, stormwater; no alternative location outside of critical slopes [18-4.2.6c]
N(q 1-2 accesses (2 for 50 residential units), site circulation off street [18-32.7.2.4, 32.7.3.2,DSM607B]
'l. !50' tangent section to entrance where attainable[DSM607B2]
Final:
1. professional seal, signed and dated[18-32.6.1]
2. topography and dimensions are accurate(current)per 18-32.6.6h.
3. proposed grading(2' contours) [18-32.6.6b]
4. 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]
5. DRAINAGE CHECKLIST
6. all other easements [18-32.7.5.2]
7. approved erosion control plan(or< 10,000sf disturbance) [Erosion Control Checklist] [18-32.7.4.3]
8. street and entrance information[18-32.6.6e, 32.7.3]
9. ROAD PLAN CHECKLIST for private or public roads and alleys
10. 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]
11.parking surfaced per VDOT guidelines [18-4.12.15a]
12.parking lot does not drain to street [18-4.12.15b]
13.parking 5%max. grade(any direction) [18-4.12.15c]
14.parking and travelway 100' sight distance(<20mph) [18-4.12.15d,DSM602A]
15. loading and dumpsters accessible at all times [18-4.12.15e]
16.parking islands and traffic control [18-4.12.15f]
E =ering Review Checklist: site plan
Page 2 of 2
17.parking and travelway have curb, and gutter,unless waived for swm[18-4.12.15g]
18.parking separated from street to prevent queuing(18'min.) [18-4.12.15h,DSM602B]
19.parking and aisle dimensions 10x18x20, 9x18x24, II9x20x24,angled [18-4.12.16a,c,DSM602.1]
20. overhang available, and over grass (not sidewalk)when 16' stall depth used[18-4.12.16c6]
21;parking not over any PL,where sidewalk<6',need bumper blocks. [18-4.12.16e]
access_aisle_grade_1.0%_max., or waiver up to priv. rd. stnd_._[18-4.1271741 De{ - Z 3 3
23. entrance landing 4%for 40' [18-4.12.17b]
24. access aisle 20' min. width w/o parking[18-4.12.17c1]
25. one-way aisle,all on-site, 12' width min,bypass lane for drive-through or 16' [18-4.12.16a]
26. loading spaces 12x25, surfaced,no overhang,not impeding other spaces [18-4.12.18,4.12.13b]
27. dumpster pad concrete, 8'+depth of dumpster,without through drainage[18-4.12.19a,b]
28. slope grade 2 1 max., guardrail over steep slope or drop-off[DSM803.1A,DSM605A]
29.VDOT approval for plans that affect right-of-way[DSM902B]
30. general construction notes [DSM902B4,DSM:CD-10]
16 Jun 20051