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Home My WebLink AboutSDP201200066 Review Comments Minor Amendment 2013-01-04ALES County of Albemarle Department of Community Development Memorandum Project: Old Trail Village Block 4 — Minor Amendment (SDP2012- 00066) Plan preparer: Roudabush, Gale, and Associates, Inc. [fax 434 - 296 -5220] Owner or rep.: March Mountain Properties I LLC Plan received date: 4 December 2012 Date of comments: 4 January 2013 Reviewer: Michael Koslow Review coordinator: Johnathan Newberry The first submittal for the Minor Amendment for the Old Trail Village Block 4 site plan (SDP2012- 00066), received 4 December 2012, has been reviewed by engineering staff. 1. Please delineate each part of the site plan which are proposed to change by identifying each item individually on affected plan sheet (see attached format example). 2. Please include sight distance lines at the following intersections: Penny Well Lane and Penshaw Court (southwest intersection) Penny Well Lane and Penshaw Court (northeast intersection) Penny Well Lane and Penshaw Court (southeast intersection) 3. As currently approved, DI -7s are proposed to drain Penshaw Court and Pennywell Lane. Recommend a customized drain to conform to the typical section of these roads (inverted crown sections as shown on sheet 3 and on sheet S -5 of originally approved plans). 4. Please indicate VDOT entrance type for intersection of Penny Well Lane and Claremont Lane. Per originally approved plans, it appears to be a CG -11. 5. Please widen sidewalks to 6' or include bumper blocks in design for direct parking space to sidewalk interfaces immediately north and south of proposed central open space. 6. Please confirm originally approved drainage structure numbers apply to amendment by including the structure numbers on the plans for contractor reference. 7. Recommend including street name signs on plans for 5 proposed intersections — this appears to have been overlooked with originally approved plans. Require at minimum a street name sign at intersection of Penny Well Lane and Claremont Lane. 8. Please confirm by comment response that the originally approved typical section for Penny Well Lane still applies (or propose alternate). Current Development Engineering is available from 2:30 -4 PM on Thursdays to discuss these review comments. Please contact Michael Koslow at 434 - 296 -5832 ext. 3297 or email mkoslow0balbemarle.org to schedule an appointment File: C: \Users \mkoslow \Documents \Current Reviews \SDP201200066 Old Trail Village Block 4 - Minor \E1_mia MAK sdp201200016.doc OLD TRAIL VILLAGE PHASE VIII BLOCK 2 GZME eL—N—QT—E§ MINOR SITE PLAN AMENDMENT OWNERS MARCH MOUNTAIN PROP£RRES 6, LLC £NGNEEB: COWNS ENgN —NG WHITEHALL DISTRICT 5380 GOLF DRIVE, SUITE 103 200 GARRETT STREET GROZET, A 22932 CHARLOTIESNL( VA 22902 TELEPHONE' (434)245 -0100 rELE —E. (4J4)293 -J]19 A L B E M A R L E COUNTY, VIRGINIA FAX (434)245-OJOD FAX: (434)245-OJOO ON BEIGHTS CONTACT. MR. SCOTT GOWNS, P.E. SHEET LAYOUT SCALE: V = 100' RoA CULVERT O --T Q DROP NLE srRUCnRE Ha wRa I T & W„ER — PRCP09E0 PAVEMENT r'� EucFTH of Fc -aA wmI EARTTI wlwl -2 q1W -l"Y CULVERT �, BENtw MARK -{F —T srA.oARD smF slGv -------- — ----- __. ExlsnNC rn.TwR ® P,ROPOS'EO CONIWR C OFN01E5 IYTP/6ALYf OF WRB �— T/B DENORS Iw' OF BOX Sheet List Table CONTACT.' MR. GAn EMAIL: srottQm'lins- m9MeerM9.can SURVEYOR: J£NNINGS- STEPHENSW, PC. 10160 STAPLES MILL ROAD, SUITE 103 Cov GLEN ALLEN, VA 23060 PHONE 804- 545-6235 PRE - APPLICATION i� CQVFERENCE' SEPTEMBER 19, 2008 TAX MAP NO.: 055E-01- 00-000FO, 055E- 01- 00 -00w`1 2 -1 AC. AREA: BLOCK 439] AG IMP 055E -01 -W -OWED: W Ossc_ _�OOOFT 0]9] AC 5194 AC. TOTAL: iDTAL NEIGHBORHOOD MODEL DISTRICT LANDSCAPING PIA. APPROVED — PROFFERS 9 -14-05 BY ACBEMARLE COUNTY BOARD OF SUPER LA. N01E' COPY OF PROFFERS FRONDED SEPARATELY USE MULTIFAMILY (ELDERLY CONGREGATE CARE FALY ) ]B UNITS REST HOME, NURSING HOME, CWVALESCENT HOME, ORPHANAGE (PER SECBON 18- 5.1.1J OF ALBEMARL£ CWNTY ZONING ORDINANCE): 46,029 50. Fr. (40 BEDS) COMMERCIAL —a.- 10,500 S0. FT. DEN9YTN ]B UNITS/ 491 AC. = 15.9 DU /AG NW- RESIDENRAL: REST HOME 46,029 S0. Fr COMMERCIAL OFFCE 10.500 SYA FT. TOTAL 56,529 9Y). FT. EMPLOYEES REST HOME.' 40 EMPLOYEES (MAX.) COMMERCIAL OFFICE BUILDING: 15 EMPLOYEES (MAX) BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 4 STORIES PROPOSED CONGREGATE CARE/ REST HOME BUILDING IS 3 STORIES PLUS A BASEMENT LEVEL. PROPOSED COMMERCIAL OFFICE BUILDING G 3 STORIES. WBDIWSION S)R£EIS CURB & CUTTER DRAINAGE US— UCKINCHOLE DRAINAGE BASIN (LICKINGHOLE LREEK IS RECEIWNG WATERS FOR PROJECT) WATERSHED: S RIVANNA RESERVOIR TOPO &SURVEY. TMOGRAPHY FRONDED BY LlL£NSED LAND SURV£1TAP UNCOLN S RVEWNG IN JAN. 200$ UPDATED INFORMATION F 6.. 2009 EXISTING VECETADON: ROLLING CRASS nao WHH NO EXISRNG TREES LIGHTING ALL —OX LUMINARIES SHALL EMIT LE55 THAN 3000 MAXIMUM LUMENS LIG40NC PL4N SHALL BE FRONDED h91N RF£ FlNAL SHE PLAN PARKING PARKING LOT SHALL BE SHARED AMONG ALL USES AND LOCATED WIRIIN A COMMON ACCESS EASEMENT. PROPOSED SHARED PARKING ARRANGEMENT IS SUBJECT TO ADMINISIRARK ZONING APPROVAL dV- STREET PARKING WoWDED SYIALL NOT BE STRIPED. PHASING PHASE II 1 ]0 PARKING SPACES AND 10,500 S0. FT. COMMERCIAL OFFICE IIj" !� � , 1, LZISIS BUILDING LOCA 11D IN THE SOUTHEAST WARRANT OF THE BLOCK. PHASE I CONSISTS a< )HE REMAINDER OF THE DEVELOPMENT NIIHIN BLOLW 2. T ETHER PHASE MAY BE CONSTRUCTED INDEPENDENT OF THE OTHER PHASE IN ANY ORDER. PHASES ARE SHOW GRAPHICALLY ON SHEET S -2. SHEET LAYOUT SCALE: V = 100' RoA CULVERT O --T Q DROP NLE srRUCnRE Ha wRa I T & W„ER — PRCP09E0 PAVEMENT r'� EucFTH of Fc -aA wmI EARTTI wlwl -2 q1W -l"Y CULVERT �, BENtw MARK -{F —T srA.oARD smF slGv -------- — ----- __. ExlsnNC rn.TwR ® P,ROPOS'EO CONIWR C OFN01E5 IYTP/6ALYf OF WRB �— T/B DENORS Iw' OF BOX Sheet List Table 1 - Sh—M. T_1 Cov S_2 GRADING AND PLAN i� GOLF DRIVE PIAN & PR DP -1 sic@ DP -2 DRAINAGE PR nFl DP -4 DRAINAGE CALCULATONS 11 LANDSCAPING PIA. 1 uTe "oie�`Gnsse�s"i IIj" !� � , 1, T �I aea caosr vn SHEET LAYOUT SCALE: V = 100' RoA CULVERT O --T Q DROP NLE srRUCnRE Ha wRa I T & W„ER — PRCP09E0 PAVEMENT r'� EucFTH of Fc -aA wmI EARTTI wlwl -2 q1W -l"Y CULVERT �, BENtw MARK -{F —T srA.oARD smF slGv -------- — ----- __. ExlsnNC rn.TwR ® P,ROPOS'EO CONIWR C OFN01E5 IYTP/6ALYf OF WRB �— T/B DENORS Iw' OF BOX Sheet List Table Sheet Number - Sh—M. T_1 Cov S_2 GRADING AND PLAN R -1 GOLF DRIVE PIAN & PR DP -1 DRAINAGE AREAS DP -2 DRAINAGE PR nFl DP -4 DRAINAGE CALCULATONS 11 LANDSCAPING PIA. ID LJ AwE VICINITY MAP SCALE: 1" = 2000' MINOR AMENDMENT PROPOSED CHANGES: 1 GREASE TRAP RELOCATION AND SEWER LATERALS Q2 RECONFIGURATION OF SEWER LATERALS QMEMORY GARDEN WTIH 6' FENCELINE ENCLOSURE AND SIDEWALK IN ADDITION TO REVISED GRADING 4Q CURB RADII ADJUSTMENT QS CONCRETE PAD REPLACED WITH SIDEWALK 6Q DUMPSTER RECONFIGURATION, TRANSFORMER, AND STORM DRAIN INLET RELOCATION 7 REVISED LAWN AREA INCLUDING NEW BOCCE BALL COURT, REVISED LANDSCAPING AND UNDERGROUND LIQUID PROPANE TANKS a� TRENCH DRAIN 9Q ADD SIGN AND FLAGPOLE AMODIFY GOLF DRIVE ALIGNMENT 1 ADJUST PHASE LINES �y,Tx oF` lP oscarr R cawusz u<. Nu. oasv9ta NE FA Z 0. 2b YI N W 0a Z Z sW M ` N 0 v Z v W W o a N W o Z W !;7 J '� N N z V o U Z <� _ c E W U I Y H I�r -I ' n u, � W N Zk� .j J � 0 0 J U 0 02008 AS NOTED _ _ v M., v _ SIGN DETAILS MINOR AMENDMENT J PROPOSED CHANGES: ' \ .^ >e LOW- MAINTE LOW-MAINTENANCE (MULCH) ROUND COVER AS SHOWN AON THE LANDSC PE PLAN, L -1 GI�C NOTE: ANY PROPOSED SLOPES GREATER � �ro ' 1 GREASE TRAP RELOCATION AND SEWER u° sIa LATERALS \ _ - 9 L a RECONFIGURATION OF SEWER J tl LATERALS - d �. /� i ' A •� �__ r A3 MEMORY GARDEN WTIH 6' FENCEDNE ' i _�. ENCLOSURE AND SIDEWALK IN ADDITION TO REVISED GRADING Nauen sux M/ATON c -•- ° `tly' __ / _ v A4 CURB RADII ADJUSTMENT , r , , 55 CONCRETE PAD REPLACED WITH i SIDEWALK 4f - __ -- '�- / '� , tr (A DUMPSTER RECONFIGURATION, ic TRANSFORMER, AN D STORM DRAIN INLET RELOCATION A7 REVISED LAWN AREA INCLUDING NEW 000000 BOCCE BALL COURT, REVISED / t _ { LLI LANDSCAPING AND UNDERGROUND / l/ LIQUID PROPANE TANKS TRENCH DRAIN -� 13 AADD SIGN AND FLAGPOLE / ' I E EE MODIFY GOLF DRIVE ALIGNMENT r W AND MEET THE REQUIREMENTS FOR J p `L '� K NEASEMENT WIDTHS BASED ON SIZE OF PIPES T C 1:, •4, x _ _ 20 AND PIPE DEPTH 11 ADJUST PHASE LINES V, A 46 � n rn � � �� M T�/ / Z � w r r , r i m ---AAA , f' / N V w e , } c LL r r i 0 ED TaervcD xDix�Fr I I I ( f Dx x t t t _ .rr 1 w„ r — I- ROOFDaax ,s, x NIL ' w \ � T J C7 23 _. SA .' 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