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Home My WebLink AboutSUB201500020 Review Comments Road Plan and Comps. 2015-07-14�� xt� <ri 4��1 1P COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 229024596 Phone (434) 296 -5832 Fax (434) 972 -4126 Project: Old Trail Village Block 12 Phase 25 Formatted Plan preparer: Roudabush, Gale & Assoc., Inc [914 Monticello Road, Charlottesville, VA 22902, cmulli an _ roudabush.coM I _ - Formatted: Font: 10 pt Owner or rep.: March Mountain Properties [1005 Heathercroft Circle, Suite 100, Crozet, VA Formatted: Font: 10 pt 22932, dave @oldtrailvillage.com] Plan received date: 21 May 2014 (Rev. 1) 10 Feb 2015 (Rev. 2) 20 Apr 2015 (Rev. 2) 24 Jun 2015, _ -- Formatted: Font: 10 pt Date of comments: 3 July, 2014 (Rev. 1) 18 Mar 2015 (Rev. 2) 14 Jul ZA4 2015_ – Formatted: Font: 10 pt Reviewer: John Anderson /Vote: Request for minor text edits. Two prior comments remain. Addressed comments were removed for clarity, _ Formatted: Font: Italic, Underline, Font color: Blue but are visible in county (CV) database system. Please call if any questions concerning comments. Thank A. JRoad Plan (SUB201500020 prior design-, 5UB201400080) Formatted A. Plans: for plan requirements please refer to the review checklist at http://www.albemarle.oryJdeptfams.asp7dVartment�dengwpe.. For purposes of this design manual, the review checklist sets review policy, and is an integral part of the Manua] 1. Design Guidelines; in general, designs must follow the VDOT Drainage Manual and the www. virginiadm.orglhusinessflncdes) a. overland flow relief must be provided to avoid flooding of structures b. all pipes and drainage structures must be within open channel flow capacities. (no designed pressure flow) Formatted: Space After: 0 pt Formatted Formatted (- Formatted (- Formatted (- Formatted: Font color: Gray -50% Formatted: Space After: 0 pt, Numbered + Level: 1 + Numbering Style: 1, 2, 3, ... + Start at: 1 + Alignment: Left + Aligned at: 0.25' + Indent at: 0.5 Formatted Formatted Formatted Formatted: Font color: Gray -50% Formatted: Space After: 0 pt Formatted Formatted: Font color: Gray -50% Formatted: Indent: Left: 0.5 ", Space After: 0 pt, No bullets or numbering Formatted: Font color: Gray -50% engineering Review Comments Formatted Page 2 of 5 °- e. -. .. 2. _.__ elearly define where the profile Zr Week 15 begins and ends 1. Rem Addressed: Applicant response: "Sheet 4 was retained for pertinent dimensions and information." We agree the information is useful. Please RE -TITLE (Ex: SUB201400080, sheet 3, titled Lavout Plan). Thi � sheet may mirror a site plan, but a Site Plan for Block 12, Phase 2 & 3 is a separate plan. Road plan cannot be approved with a sheet titled `Site Plan.' (Rev 3) Addressed 2. Rev. 21 Addressed. Replace roll . curb detail, sheet 1 z with VDOT roll t detail Detail are . ..,-t.. dentic .t (Rev. 21 Addressed. A POT- roll a twb ,leaail/11DOT R-Oa 1 Deli Manuel. A BP) A !_ l o Face or Curb ffwwt Line 1 rr, /Z i Rolltop Curb FIGURE 5 -CURB AND GUTTER The following notes apply to CG -6, CG -7 and Rolltop curb: 1. Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in place using Class A3 hydraulic cement concrete. 2. When used with stabilized, open - graded drainage layers, the bottom of the curb and gutter shall be constructed parallel to the slope of the sub -base courses and to the depth of the pavement but not less than the thickness shown. 5. Sheet 9/Rowcross Street profile: PVT Sta. 11 +02.50 to End Block 12/Beginning of Block 15, Sta. :(Rev. 2) Not addressed. Compare with Rowcross Street profile /grade, sheet 11, block 15 road plans. 6. Rowcross St /End block 12 Elev. 665.02' differs from Approved block 15 road plan, same location. Revises _ Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted Formatted engineering Review Comments Formatted: Font: 9 pt Page 3 of 5 Formatted: Font color: Gray -50% " ` °" °`� "" °r' "` — " — °y" ` 1 —.1— `.I — ` �` "' "" "" �'" Formatted: Numbered + Level: 1 + Numbering Style: 1, 2, p y �1 p„ P system stationing based on road stations. For ti 3, ... + Start at: 1 + Alignment: Left + Aligned at: 0.25' + 2) Partially addressed s follow -W, lease revise storm example, inlets 3 and 5 on storm sewer profile (Private Alley A) are listed as sta. 2 +19.40 and 1 +98.30, Indent at: 0.5 respectively, but these stations do not correspond with Alley A stations. The intent is to match inlets to ; \ <, Formatted: Font: Italic, Font color: Gray -50% road (station) locations. Inlet 22 station (Alley A profile) is listed as sta. 2 +88.99, but this does not correspond with Rowcross Street road station, at location of inlet 22. (Please call if any questions.) (Rev Formatted: Font color: Gray -50% 3) Addressed Formatted: Font: Bold, Font color: Gray -50% sr�ot 1 n StF 1 si . slab but safety slab (NIDOT- c eannot be i.eeated bel et o Y = =�� - ��_� ��_ Formatted: Font color: Gray-50% Formatted: Underline, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Not Bold Formatted: Font color: Gray -50% Formatted: Font: Bold, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Bold, Font color: Gray -50% Formatted: Font color: Gray -50% PLAN L SECTION A -A 3.— I IS TANDARD S+FETI SLAG 15L -1 15 TO EE USED ONLY WHEN SPECOIEO Ix TIE PLANE III NE GRAN AGE SU — 5HEET AND/OR THE GRNxAGE DESORPTION, FOR NANHOLES, JU cHON BONES,AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF _- 5 ILAGS 5HKL BE G' TO 12' WITH NO E—Y SLAB LOCATED WRHIN B FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. —ETY ELAES SHOLL NOT BE LOCATED BELOW PNY INLET FIRE OF 30' —TER OR GREATER. 2. THE COST OF THE SL 1 IS INOLLOEO IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE ETAGGERED FROA ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS AGE TO BE STAGGERED — CROINGLY. +. S ETY SLAB NAY DE CASTiN-PLACE OR PRECAST. CA51 -x -PLACE CONCRETE TO BE _, TO " N 06fil ANCCE w, —EA G a[ Aa wovO Psn. REINFONC 30 LCONG). L ,Engineering Review Comments Formatted: Font: 9 pt Page 4 of 5 v -e "t�C iYP. I i T PLAN r: CLASS A] CONCRETE , SECTION B -B SEE CART IN PLACE DRAWINGS FOR FURTHER GET- - • 5 BA45 v 6" C -C TYP. TYPICAL PRECAST UNIT RGOD ANO �AVDAa05 TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, ILL I of 1 RLVISIGN DATE MANHOLES AND JUNCTION BOXES I. VIRGINIA DEFARTKNT OF TRONSFORTATION 10. Sheet 10 /storm sewer profile #11 - #1 (outfall), and #24 - #14 (outfall): Extend existing contours beyond nine outfalls, if they actually extend beyond outfalls. At some point, proposed and existing should meet. jRev. 2) Addressed, 0utfall #1 eliminated.] As follow -ups please revise Storm Sewer Schedule, sheet 8, to reflect change in drainage design. Pipe #2: from 3 to 22; Str. # 3, 5: revise station to 9 +65.82(±). As follow-0, revise Alley A stationing (9+65.82±) in private road classification schedule /table, sheet 12. 11. Sheet r�« ,. A% e fiai„Q ,a.,...1d not be exENo.va. ,(Rev. 21 Addressed. 12. Sheet 10/st,.,.«...,....,.f pr efil. #11 81' profile #24 #1 4: Dr•..,:a,. ).,PAT- ,...d geefi,e.,.. pipes 2 15. JRey, 21 Addressed. 13. Remove sheet 14. JRev, 2) AddressedL. As follow W. include sheets 16, 17. Note 5, sheet 11, references sheet 17. (Rev 3) Addressed, 14. Rev. 2 Addressed. 15. Please cross - reference these Road Plan comments with Site Plan comments sent this date (identical plan set was submitted for final site plan and road plan —we discourage this). Comments requesting removal of Lots 13 -24; sheet 3 comments; and several other comments apply to road plan and site plan alike. ,{Rev. 2) Partially addressed, Please see Site Plan comments relative to stair detail, revised Alley A (Lots 23, 24). , New, text edits Formatted: Font color: Gray -50% Formatted: Font color: Grav -50% Formatted: Font: Bold, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Underline, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Underline, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Not Bold Formatted: Font color: Gray -50% Formatted: Font: Bold, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Bold, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Bold, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Underline, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Not Bold Formatted: Font color: Gray -50% Formatted: Numbered + Level: 1 + Numbering Style: 1, 2, 3, ... + Start at: 1 + Alignment: Left + Aligned at: 0.25' + Indent at: 0.5 Formatted: Font: SO pt, Font color: Gray -50% Formatted: Font: 10 pt, Italic, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: 10 pt, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Bold, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Bold, Font color: Gray -50% Formatted: Font color: Gray -50% Formatted: Font: Not Bold Formatted: Indent: Left: 0.5 ", No bullets or numbering Formatted: Font: Not Italic, No underline, Font color: Auto Formatted: Font: Not Italic, No underline, Font color: Auto l Formatted: Underline Formatted: Font: Not Italic, No underline, Font color: Auto Formatted (- Formatted: Font: Not Italic, No underline, Font color: Auto Formatted: Font: Not Italic, No underline, Font color: Auto Formatted: Font: 10 pt Formatted (� ,Engineering Review Comments Formatted: Font: 9 pt Page 5 of 5 Please call if any questions. 434.296 -5832 — x3069 Formatted: Indent: Left: 0 ", First line: 0" Formatted: Font: 10 pt