HomeMy WebLinkAboutSUB201500123 Review Comments Road Plan and Comps. 2015-11-02�} � AI. n., f
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County of Albemarle
Department of Community Development
Project: Old Trail Village Block 27ek 1 4 nd4 42° _ ROAD Plans
2015 0000740004G)
Plan preparer: Chris Mulligan, Bill Ledbetter, Raleigh Davis — Roudabush, Gale & Assoc, Inc
914 Monticello Road, Charlottesville, VA 22902, cmulligan(a),roudabush.com,
bledbetter(a)roudabush.com, rdavis(a,roudabush.com
Owner or rep.: March Mountain Properties LLC f 1005 Heathercroft Circle, Suite 1001
Dave Brockman, dave6i),oldtrailvillage.com
Plan ffppa -e D,...d..L,ush Gale P. Associates, kw
Engineer-:
Plan received date:
De..,1..L.ush Gale A Assee:..te.. Me
2 Jul 21 Mr-219 Feb 2 :Aa14142015
(Rev. 1)
1 Oct 2015
Date of comments:
27 Jul 0 Ma -Y219 Mar 1 '°'y 204^2015
(Rev. 1)
2 Nov 2015
Reviewer:
P--r'Qjee♦ rCoordinator-
John Anderson
r T Nel *herfy
existing SWM bio- retention pond (Upper Ballard Pond)." Upper Ballard Pond (UBP) must be protected
against all erosion and sediment impacts since it is not an ESC basin or measure. Plan notes, profiles,
(text edit) revision request is based on RGA comment response to comment #4. RGA response is
3), and that Str. 148B (34.89 LF 15" DIA HDPE pipe, sheet 9) be placed prior to placing asphalt
intermediate and surface asphalt courses on Belgrove St. Str -148, approved under block 28 -29B, road plan
is essentially a temporary feature that changes with this plan. This is a recommendation. Contractual
obligations may prevent relocation of Str. 148 prior to asphalt placement, but if this is the case, asphalt
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pavement and C &G must be demolished at owner's expense to effect block 27 design. JRev. 1) - Formatted: Font: Bold
Addressed; recommendation considered.
4. Critical: Sheets 4, 6, 9 (Utility plan, Grading plan, Storm profile: Ex. #144 - #230 (outfall)) reflect a post- Formatted: Font color: Gray -50%
construction stabilized condition by proposing removal of Ex. Sediment basin (see WP0201500042, ). This
is problematic. There is possibility future development of blocks 7, 6, 26, or 35 will require trap/basin in
similar location (ref. WP0201400004, sheets 3, 9, 10). Construction of structures between inlet #223 and
UBP (outfall) is contingent upon complete upslope stabilization of all areasiblocks draining to Str. #223 to
ensure negligible sediment -laden runoff reaches Str. #223. Str. #223 makes direct connection with UBP, an
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Engineering Review Comments
Page 2 of 10
aesthetic amenity that provides habitat and quality/quantity Mgmt. (4 x WOV) for 43f on- site /110+ off -site
Ac. (sheets 9. 10; WPO201400004).
Revise site, road, and VSMP plans using notes, labels, details, and sequence to state that until all upslope
areas requiring ESC control are stabilized (via Ex. Sediment basin approved under WPO201400004/
proposed to be modified under WPO201500042), only pipe #223A may be shown as an outfall from Str.
#223 (WPO201500042, sheet 3). Str. #223 is proposed to replace Ex. Str. 156A.
Note: This topic was discussed in detail in email (J. Anderson, 5/21/2015 6:46 AM) and Initial Site Plan
comments, SDP201500015, 20 -May 2015, items 8, 9, 12, 13, 15, 17, 21. There is no discernible response
to ISP comments.
Please review ISP comments (SDP201500015) and 5/21/2015 email, and revise Final Site, Road, and
VSMP plans accordingly. Please call if any questions. ,(Rev. 1) Addressed via redesign. 4s follow -up, Formatted: Font: Bold
vaca�c � .a,.euar" �. �.., ....,�. .00yv.aoc �. «�, ��y,� Formatted: Font: Italic, Underline, Font color: Dark Red
Please revise each Note to read f sheet 4/51: "Str. #229 will not be built until all upslope areas draining to
Sir. #228 are stabilized, and the Ex. Sediment Basin is removed, per Count,} Inspector approval. These Formatted: Underline
upslope areas include all of the contributing runoff from block 27 and fixture blocks 7, 6, 26 and 35."
5. Sheet 3 —Max spread at Sir. 213 =6' (sheet 14, spread = 8.9'). Revise. jRev. 1) Not addressed. Ref. Formatted: Font: Bold
Table /Inlet Comp; 4 in. rain, sheet 14.
6. Sheet 5 Remove structures #227, 228, 229 from this plan view, or indicate when they may be installed. Formatted: Font color: Gray -50%
rsxsu, ucur, ttZ, Y, auuvc. �nev. iJ rvuur eNNeu, pica 1, axnu sec ucm nV�uuuw -up, auuvc. - - -1 Formatted: Font: Bold
Review ISP comment #11 revise accordingly. Note: RP sheet 14 does not account for future development
„ Italic, Underline
of block 7. Revise runoff coefficient "C" for inlet Str. #201, 203, 209, 211, 215. Revise storm sewer �� Formatted: Font:
design table /calculations. Design must avoid situation seen between inlet Ex. Str. #132 and Ex. #154 where Formatted: Font color: Gray -50%
runo
ff CFS appears to exceed pipe capacity. jRev. 1) Addressed. . -- Formatted: Font: Bold
Revise inlet computation tables to reflect increased runoff from future impervious areas in block 7 that may Formatted: Font color: Gray -50%
reach inlets on Orion Lane. Also, #7, above. (Rev. 1) Addressed, Formatted: Font: Not Bold
Golf View Dr. /Orion Lane Provide VC at PVI Sta. 21 +18.45 and at PVI Sta. 10 +18.00, respectively. Ref.
ACDSM 7.A., which ref review checklist/Also, road plan application checklist: "Vertical curves at all Formatted: Font color: Gray -50%
grade transitions." Required for public /private streets please note this item is checked on Applic checklist.
(Rev. 1) Addressed, Formatted: Font: Not Bold
10. jMin. K, sag =15. Revise Orion Lane VC, PVC Sta. 13 +87.50, K=9.82. This VC is 72.24' from Int. Golf Formatted: Font color: Gray -50%
View Drive. Additional curves with K < 15 are not as distant to intersecting streets. Apply Min K values
( ACDSM) to crest/sag curves except as needed to transition 2.08% cross -grade to intersecting street grade.
(Rev. 1) Addressed: Formatted: Font: Not Bold
11. Aecommend show delayed construction of planting strip and sidewalk between Str. #223 and UBP to limit Formatted: Font color: Gray -50%
demolition required when storm runoff structures between #223 and UBP are installed, which may be much
later than other improvements. Ex. Sediment basin to be modified under WPO201500042 (Amendment to Formatted: Font: Not Bold
WPO201400004) and shown on SUB201500123/SDP201500035 (sheet 6) will remain as both ESC and
intermediate SWM control until all upslope areas are stabilized, which may be an extended period of time. f; Formatted: Font color: Gray -50%
4. Note: contours (WPO sheet 4) at end of Golf View Dr. may require revision since WPO sheet 4 must
show Ex. Sediment basin (to be modified) continuing. Also, see #4. (Rev. 1) Addressed& Raleigh Davis_
suggested temporary barricade at the end of Golf View Drive, given vertical interval to floor of sediment
basin. I appreciate her suggestion very much. Detail appears on sheet 3. Thank you.
Jteconcile storm sewer profile Ex. #144 - #230 ( outfall) with plan view. In profile view, please revise to
show riprap outfall protection above rather than below Upper Ballard Pond Normal WSE = 672.60'. (Rev.
1) Addressed,
Aecommend consider inlet shaping detail relative to inlet Str. #223, which for the intermediate future,
directs runoff via structure 223A to Ex. Sediment basin (ref. WPO201500042/ WPO201400004). Later,
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space between paragraphs of the same style, Line spacing:
Multiple 1.08 li, Numbered + Level: 1 + Numbering Style: 1,
2, 3, ... + Start at: 1 + Alignment: Left + Aligned at: 0.25" +
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Engineering Review Comments
Page 3 of 10
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space between paragraphs of the same style, Line spacing:
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2, 3, ... + Start at: 1 + Alignment: Left + Aligned at: 0.25" +
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G e f Hi F t i vate —dry I n aE_�e ease ts(tn
leers) €ai= !R4,e�
inlets)
RW
with acs -mod -1t
_ — _ t-2 et-e-rza
______ _________ _______
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Fexfta�er -tF
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aT eeas e —ii:dt
easeMent labe l s , s h-e
226 227 labels,
sight- s} - -
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and sheets
�'r €a be €wpipeseet-4m
and are
-e ape ai e n
s , and ,
bleek 27 drain
sterm system a7nd
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bl .-.ek 2'] -.!1
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a- b a- e d " .� a-
���T eT� 1- 6e- cart -c��s— irr�l�ira3- Fr�S3- irc�i -c
eannet- lee installed dntil all rsl ; b, _ e r
ar =as —ar-e st�ieel it has net been installed, , ` -''e- -
�e pese st e , and —i is new epe sed + e be ; }
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Engineering Review Comments
Page 4 of 10
Fteael plan feLc bleek 24 miast pr- e�rde —Stmm ,,+er r neFf
eelleetien .,,; , eenvey-anee— to —sediment b , a a.,r
„ps- ep
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Bent ib,=+_'_n ^"_s (bleeks 28, 29B, 2 7, 7, Additien -al tiit-i-ile
bierem Ballard Pend) .. 1 n i t i a 1 sire- p4-a-n
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deer e+ ele ESG phase shop -#S. B e;peL 74/'l[]n
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air -e I, bleek 2 , re ttj: re sVFrSP —mil iea4E:ie I . :P4 -9
1SP prepeses medifieatien to T..TPG201 400004 (eutF-,l i pipe #157
will net be WP9291 400004 r -eq,,;
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BSE /SW��se�iptien /, title sheet.
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title, and p rev ide—S WP4 f e r T+ o_ 4
PL=eyi e SPq fei Prase 2 (Prase ; el,,,ae ) s
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pL=eL=egraisite to site plan a eva4 VSHP Applieati
-- -- Sheeta De net shew bleek IS lets as
4 l—Site Plan fer these lets is— appreved This isFaere
- El
bierem Ballard Pend) .. 1 n i t i a 1 sire- p4-a-n
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deer e+ ele ESG phase shop -#S. B e;peL 74/'l[]n
(WPG201400004) Phase 1, inter-mediate GgL=ading, and PY - .... TT
ESG is previded by a ;9eeli aen` bas-i�q. F'inall site jela^ Formatted: Font: Courier, 12 pt, Italic
air -e I, bleek 2 , re ttj: re sVFrSP —mil iea4E:ie I . :P4 -9
1SP prepeses medifieatien to T..TPG201 400004 (eutF-,l i pipe #157
will net be WP9291 400004 r -eq,,;
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AfRenelment, ja1 =ier to bleek 27 site pl fi , , l . 1�a ,gip
BSE /SW��se�iptien /, title sheet.
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title, and p rev ide—S WP4 f e r T+ o_ 4
PL=eyi e SPq fei Prase 2 (Prase ; el,,,ae ) s
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pL=eL=egraisite to site plan a eva4 VSHP Applieati
-- -- Sheeta De net shew bleek IS lets as
4 l—Site Plan fer these lets is— appreved This isFaere
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Engineering Review Comments
Page 5 of 10
were enee eembined, then split, then has-e4. i;-a
s ueee'ssive iteratien f feets engineering eeffffftent Sim =rte= oa{e
miast em n } - - - - , bttar are net yeta e wed as is the ease
wi mh bleu l5-
Sheet 4 - ElArrrinate FIete S. -Alse
2nd
Sheet 4 —Laleel VaL=iable Width Sight Distanee
e, r, Let 12.
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se came adeitienal Lets. Alternatively, - - pi=evide- e{tl -Ele -saw numbering
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bLaaiieh-type— tircr5
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Sheet 3 - Delete icefF^r2??Qe —te SWHn dated nrt-,,,.eh 20 2013
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a 24 . S' (±) wiele drainage easement is L=egia4r-ed at this peint
Previde Se e-i table f 6L- FGMr. ,^z-ft .
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Blue
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Engineering Review Comments
Page 6 of 10
EASEMENT «iDTH ■ DIAMETER+ 2' r 2 (H -S') + 10'1101 MIN'.)
L&SEMEYT WIDTH
E[1LIPSiE1T
L. NDING
/ I
1' -0" iTYPI
DIAMETER
1'
4 \`
STORZ11'6i:4TER
PIPE
E3g1fieeE'e d s-eetten , be h f', • • , ,
needed-
StL=eet and Sidewalk
TIYIP Eie 1 er!,/wa1=eLc 44ne —wa t erseL-vree 44iie— trireleL- eid L-19 ,
si t�1 #, wall: ( „e`_1- atteizi) Aaeld enEj1iieefed bae]Ef411-,--±-€
;b,
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Engineering Review Comments
Page 7 of 10
P r e�ide t.. e F wall: etcvti tie'ns
Elifftinate —b r i e k Le . sidewalk. iJC FZ t"iCJz'l rsY
eeneretc
F y
1n s,a e sidewalk fflay be reigaiLceei, e e et- ie r}s >= e jal-a-e-
1c)eve
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3ets +ter + aleng a green spaee ew
to the pL=epesedplan ,let 14 deer net `'�_n+ ~----_ spaee.
Please address. [Applies to 1,, eek 12; initial site plar3
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�� � lets � � ' -- Formatted: List Paragraph, No bullets or numbering
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filer.. Valley ni, : , +. aveiel the +., a This will a- ,
reset �e –e^om. } 5 s±nee green sigaee can be gre�b-ided fer let
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3ets +ter + aleng a green spaee ew
to the pL=epesedplan ,let 14 deer net `'�_n+ ~----_ spaee.
Please address. [Applies to 1,, eek 12; initial site plar3
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4— he e£ te, per_ ry +,_ r.._ r^,_n near lets 12, 3 and
�� � lets � � ' -- Formatted: List Paragraph, No bullets or numbering
14 has been piehlemat e with et-he3� apieseel plans. it has
been used _`e- parking spaees. Please em e+ read "A" e
filer.. Valley ni, : , +. aveiel the +., a This will a- ,
reset �e –e^om. } 5 s±nee green sigaee can be gre�b-ided fer let
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3ets +ter + aleng a green spaee ew
to the pL=epesedplan ,let 14 deer net `'�_n+ ~----_ spaee.
Please address. [Applies to 1,, eek 12; initial site plar3
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4— he e£ te, per_ ry +,_ r.._ r^,_n near lets 12, 3 and
�� � lets � � ' -- Formatted: List Paragraph, No bullets or numbering
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been used _`e- parking spaees. Please em e+ read "A" e
filer.. Valley ni, : , +. aveiel the +., a This will a- ,
reset �e –e^om. } 5 s±nee green sigaee can be gre�b-ided fer let
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Engineering Review Comments
Page 8 of 10
t Formatted: List Paragraph
S. Re r-aL=y new - - EA PPl ies
' - -- Formatted: List Paragraph, No bullets or numbering
1 e 191 eek 12; initial l S3
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n-eaL�I,s ^. v eizi ,,} Way, eeirsist2 t- ..-}1 - -- - - - - - -- -- -
detail, sheet 13. Als-e, dnless eenneetiens €eL= st3�ee-t
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± =sere— aeees. if rea ' "A„ will: s-e
lets . E,IP te— E,'P— slye,, l d be 29' w-iele at a
to bleek 12; initial site plan eefftmentl
- Formatted: List Paragraph
it appeaL=S ,v'— f-e th €L=e a r-ea %priv }- ` - -- Formatted: List Paragraph, No bullets or numbering
ally "A ", is neeessar- f^- planting _tYi - and d _ l L- .
Please eliseidss with plafifiinq. [Applies te bleek 12; initial
9. �D ^GT R6aI4 & Bridge —st ar-ds, 2008 Edit, SMI! I1 Formatted: List Paragraph, No bullets or numbering
- fi=s slr et details feLn sanil aL seyvieLn
11) that sanitary 5tr•, •• S `�i- xzz- rirzrPT,,_�, --mom -
er qi�eatei� shall have safety slabs in aeeer-elanee with V99
Standards. r L ink
Commented [gl]: Did you mean storm sewer
manholes?
30. Please add ^tome 1e the prefiles ha all str et"res Formatted: List Paragraph, No bullets or numbering
with a depth ef4' eLc gL=eate�- _hall have steps --- - eeeLceane-.
St cn"-raaz aSirli�:
"""='" "' "' '"' - Formatted: List Paragraph, No bullets or numbering
m...,..n � DeT- R.W. ___(Rew..,.ess St./Fielding D,... Drive) 1
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�— Formatted: List Paragraph, No bullets or numbering
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Engineering Review Comments
Page 9 of 10
34. ES- 4- 2 s- heuld be added _ __ Fielding _ -_ -__ and Formatted: List Paragraph, No bullets or numbering
F?eweL=ess Sheet. (VD9T Lcead plan eefffftents, 17 -T ""e 2914,
lmtefft T
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16 PL=evide pidblie dL=ainaqe easeffients F=r pipes 62 a^' Formatted: List Paragraph, No bullets or numbering
pipe e-= l -- str etir 2? amass St. Ref shee}
2, 9 dan 2014 initial site planfei-= e�Eample ef L=eeerde a
Eirainage e- ase- me"nt, this bleek) .
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lo. Fiat' site "l,ia "l/bleek 27rrLnegidireS: af3 Formatted: List Paragraph, No bullets or numbering
to oSn4r/WPv2n149 nne4 (bleeks 28,129B; Appzeyed 26 — Atg 14) SMP
Formatted: Font: Courier, 9 pt, Italic, Underline, Font color:
Blue
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Blue
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Blue
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Blue
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Engineering Review Comments
Page 10 of 10
Upper
\ 5rmer
4
77�——
Phase— eContact John Anderson-4n -4ie Engineering Dept, if M questions. - at-janderson2@albemarle.org ems/ Formatted: Indent: Left: 0.25"
434 - 296 -5832 -xe4A069 ifany questions.