HomeMy WebLinkAboutSUB201400165 Review Comments Final Plat 2014-10-29apt A
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project: Creekside III, Phase IIIC, Final Plat
Plan coordinator: Ellie Ray, Planning
Plat preparer: C. Steve Garrett, Commonwealth Land Surveying [319 West Rio Road,
Charlottesville, VA 22901]]
Plan preparer: Scott Collins, Collins Engineering [200 Garrett St., Ste. K, Charlottesville, VA
22902 — scott(q�collins -en ing eering com]
Owner or rep.: Jackie B. Shifflett [504 Ellendin Ave, Stauton, VA 24401]
Plan received date: 8 October 2014
Date of comments: 29 October 2014
Reviewer: John Anderson
Plat (SUB201400165)
(A plat is a record ofproperty division or reservation. Code Chapter 14)
1. Furnish arrowhead for L26 leader line.
2. Confirm 10.93' difference in radii, C16 and C22 —it would appear to be 12.5' difference.
3. Revise location C22 at Lot 49 -Open Space (0.395 Acres) boundary; ref. Final Plat, Phase IIIB (below):
W V4LLIAM M ANDREWS
JACKIE B. Smil;L w�.0 ly_ D.B. 1949 PG. 283
(
UMW u 0. °n PM azP,�a ]]LLjj '�' �7- GPIN: 05500 -40-00 -7890
IE$3 6.190 (URMKSDE ■ PHAS i'.2.9 ea R-M.WnM
LEM 1.4174 (CNEF]KEME PIUSE at9- i }2a..51f REMAJNING OPEN SPACE ly /
LM EL CREF158 DE PHASE I19- h) MAIN G u? 20' SANITARY
LESS 5952 (71E£I[9 °E PHASE IN: )-M. 6F7MAIN 4 -267 ACRES r
lE55 1342 CR DE PHASE IeAJ +11602 REMAINING d SEER ESI�'T ti
LESS ♦444 [MMODE PHASE ne -1x— a JN�N .8. 4472 PG. 138
En 0.122(TRARSFE�E TD 7MP5S- 78C*2.G42 FEWAl /IV
VARIABLE WIDTH 20' SANITARY •� 12 \
UTILITY ESM'T u sgFt
D_B. 5382 PG- 302 D,B. �V382 P6 302�A
I.IJP'49
tzuD/r
7 24.795 54. FT. VARIABLE WIDTH i S
DRAINAGE ESM'T / 1�'S• a4.
7. . D.B- 4472 PG. 138 l�.7y 4
%F. \ / ~�J
ROD L26 LOT , I // 10` PRIVATE lI
rfiANITARY SEVER ESM'T
~4 VARIABLE WIDTH I// / D.B. 4472 PG- 138
DRAINAGE ESM'T I/ LOT 47
g, • 7 D.S. 4472 PG- 138 J
12.5' W :I TH
7 A/ SIDEWALK =SWT
N. If // D.B. 4472 PG. 138
%I 7 CRD.2
VARIAI
VARIABLE WIDTH DRAINI
UTILITY ESM'T / Q3
D-13 43U 4382 PG- 302 *
LOT 16
f �4 OLD TRAIL / / 10' PRIVATE �. C
f CytEKSIDE. ill PHASE DRAINAGE ESM'T
0.B- 4382 PG. 307 7/ 10.8. 4472 PG. 138 f Q 9, 4
OLD / rr 2• +
LOT 37 // / �, rr CREEKS DE IIIR RASE IIIA
C22, Plat Phase IIIC, would appear to coincide with C24 at Lot 49 boundary (curve endpoints don't match).
Engineering Review Comments
Page 2 of 2
4. Concerning Easement Notes 4, 5, 6: Drainage easements beyond public RW will be private; please revise
Notes and labels accordingly.
5. Show and label stream buffer crossing Lots 50 and 51.
6. Confirm C14 radius = 25.47'
7. Show portion of private drainage easement between C 14 and C20.
8. Revise radii, C21 /C15, if sidewalk easement width is 12.5'.
9. Portions of Var. Width Drainage, Access, and Stormwater Management Easement (`5') is not dimensioned.
Furnish bearing— distance for segments that overlap stream buffer S of 33.14' line bearing NO2 °12' 12 "E.
10. Ref. ACCD Planning Memorandum, 24- Oct -14, item #7 — Prepare a deed of easement to convey that portion
of property identified as Var. Width Drainage, Access, and Stormwater Management Easement from
Albemarle County to the homeowner's association. The County owns an area upon which a stormwater
management facility is to be built (SUB2012- 00086 /sheet SWM -1). This circumstance requires remedy.
Please call if any questions.
Sincerely,
John Anderson
ACCD — 434.296 -5832 ext 3069
SUB201400165 -old trail creekside iii, ph iii- C -FPT- 102914