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HomeMy WebLinkAboutSDP201300066 Plan - Approved 2013-12-26GENERAL NOTES OWNER: 04500 -00 -00 -11100 FIRST GOLD LEAF LAND TRUST P.O. BOX 1333 CHARLOTTESVILLE, VA 22902 NOFLTHTOINN CENTEPit APPLICANT- WALNUT TREE HILL ASSOCIA TES, LLC 1298 DERBYSHIRE PLACE KESWICK, VA 22947 CONTACT: TONY GUARASCIO ENGINEER: COLLINS ENGINEERING SONIC DRIVE THRU RESTAURAN 200 GARRETT ST SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE.- (434)293 -3719 FAX. (434)293 -2813 INI IAL SITE PLAN & SPECIAL USE PERMIT CONTACT- MR. SCOTT COLLINS, P.E. EMAIL: scottftollins- engineering.com TAX MAP NO.: 04500 -00 -00 -11100 (D.B. 3577/ PG. 654) RIO MAGISTERIAL DISTRICT AREA: 5.93 AC - (THIS PHASE IS 0.65 ACRES) ZONING: HC HIGHWAY COMMERCIAL EC ENTRANCE CORRIDOR ALBEMARLE C VIRGINIA & (AIA) AIRPORT IMPACT AREA. SPECIAL USE PERMIT SUBMITTED FOR THE DRIVE 77-IRU WINDOW. PHASING: PHASE I - EXISTING BANK AND FUTURE COMMERCIAL /RETAIL & OFFICE USES (6.63 ACRES) 2.390 SO. FT. PHASE ll - PROPOSED COMMERCIAL /RETAIL BUILDING AND FUTURE RETAIL (8.92 ACRES) PAVEMENT — THIS PROJECT SITE IS LOCA 7ED WITHIN PHASE I OF 77-IE NORTHTOWN PROJECT AND IT WILL BE RETAIL USE: 10,250 SF DEVELOPED AS PART OF PHASE I FOR TRACKING THIS WILL BE CALLED PHASE 18. SETBACKS. • PUBLIC ROADS.• LANDSCAPING PLAN BUILDING. 30' FOOD USE. 5, 000 SF PARKING. • 10' 12,510 SQ. FT RESIDENTIAL ZONING: ./T -- BUILDING: 50' PHASE ll BUILDING SUMMARY PARKING: 20' 6° UNDISTURBED BUFFER: 20' - COMMERCIAL ZONING: GROSS FLOOR AREA: 129,590 SF BUILDING: ZERO U PARKING. • ZERO BUILDING HEIGHTS. • BUILDING HEIGHT = 20 "t FROM GROUND ELEVATION TO TOP OF PARAPET WALL. PARKING. • PARKING REQUIREMENT FOR A SHOPPING CENTER = 4.75 SPACES PER 1000 GROSS LEASABLE AREA: BUILDING PEAK (FRONT FACADE TREATMENT) = 25't FROM GROUND ELEVA 77ON TO THE TOP OF THE STRUCTURE. PHASE I REQUIREMENTS. • 67,192 GLA NOTE- THE MAX BUILDING HEIGHT ALLOWED IS 35; WITHOUT ADDITIONAL SETBACKS. EXISTING /PROPOSED USE. PHASE I - PARTIALLY DEVELOPED (EXISTING BANK) PROPOSED USE: 2,400 SF RESTAURANT & DRIVE 7HRU SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: THIS SI TE IS NOT LOCH TED IN A RESERVOIR WA 7ERSHED. TOPO & SURVEY- TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR LINCOLN SURVEYING, FIELD VERIFIED IN REQUIRED SPACES • 174 SPACES SEPTEMBER 2012. BENCHMARKS.• 1. BRICKNAIL AT THE SOUTHEAST CORNER OF THE DROP INLET (EL. 457.79) 2. PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET (457.44). (NOTE ADDITIONAL PARKING SPACES PROVIDED J. TOP OF SANITARY SEWER MANHOLE f4 (EL. 429.89) 4. SOUTHEAST CORNER OF CONCRETE SLAB AT PROPANE TANK (EL. 424.27) DA TUM: ELEVATIONS ARE BASED ON NAD 83 DATUM. EXIS77NG VEGETATION: CLEARED SITE WHICH HAS BEEN STABILIZED WITH GRASS. W i i t; CRITICAL SLOPES: CRITICAL SLOPE IMPACTS WERE PREVIOUSLY APPROVED WITH THE PHASE I DEVELOPMENT PLAN WITH THE APPROVAL OF SDP -2004 -024 AND SDP -2004 -045. THIS WAS APPROVED BY THE PLANNING COMMISSION ON OCTOBER 187H, 2005 AND THE BOARD OF SUPERVISORS ON NOVEMBER 9, 2005. SEE U w THE COND177ONS OF APPROVAL FOR THE CIRITICAL SLOPE IMPACTS, LOCATED ON THIS COVER SHEET. FLOODPLAINAWPO BUFFERS. • THERE IS NO 100 -YEAR FLOODPLAIN ON THIS S17E: THE 25' STREAM BUFFER IS SHOWN ON 77-IE PLANS. ACCES: THE SITE ACCESS FOR THE RESTAURANT IS FROM THE ACCESS ROAD INTO THE DEVELOPMENT THAT TIES INTO ROUTE 29 AT THE EXISTING STOP LIGHT. LIGH77NG: LIGH77NG WILL COMPLY WITH 77-IE DARK SKY LIGHTING ORDINANCE AND A LIGHTING PLAN SHALL BE PROVIDED WITH 7HE FINAL SITE PLAN. MECHANICAL/ HVAC EQUIPMENT ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION: DUMPS7ER PROVIDED ON PLAN. ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2. PHASING: PHASE l - (THIS PLAN) & EXISTING BANK PHASE 11A - GANDER MOUNTAIN ADDITIONAL UTILITIES. EXISTING UTILITY CONNECTIONS EXIST ON -SITE. STORMWATER MANAGEMENT FACILITY EXISTING SWM FACILITIES EXIST ON -S17E, TRIP GENERATION — 17E TRIP GENERATION HANDBOOK, 87H EDITION FAST —FOOD RESTAURANT WITH DRIVE -- THROUGH WINDOW (LUC 934) ADT 1,640 VPD (820 ENTER 1820 EXIT) AM PEAK: 160 VPH (82 ENTER/ 78 EXIT) PM PEAK: 200 VPH (104 ENTER/ 96 EXIT) BUILDING SUMMARY BY PHASES. IMPERVIOUS AREAS.- BUILDING — 2.390 SO. FT. PHASE I BUILDING SUMMARY PAVEMENT — 12,510 SQ. FT RETAIL USE: 10,250 SF SIDEWALK — 2.572 SQ. FT. BANK USE. • 3, 090 SF LANDSCAPING PLAN 5 FOOD USE. 5, 000 SF PA VED PARKING & CIRCULA TION AREA: 12,510 SQ. FT OFFICE USE. 65,650 SF ./T -- PROPOSED PAVEMENT PHASE ll BUILDING SUMMARY EC -3A DITCH 6° RETAIL USE. 45,600 SF - EC -2 DITCH GROSS FLOOR AREA: 129,590 SF DEP774 OF EC -2 DITCH U GROSS LEASABLE AREA: 103, 672 SF PARKING. • PARKING REQUIREMENT FOR A SHOPPING CENTER = 4.75 SPACES PER 1000 GROSS LEASABLE AREA: c PHASE I REQUIREMENTS. • 67,192 GLA C-4 REQUIRED SPACES • 320 SPACES CN PROVIDED SPACES. 322 SPACES a U PHASE Il REQUIREMENTS. • 36,480 GLA REQUIRED SPACES • 174 SPACES PROVIDED SPACES: 196 SPACES _j (NOTE ADDITIONAL PARKING SPACES PROVIDED FOR FUTURE COMMERCIAL /RETAIL BUILDING) MAXIMUM EMPLOYEES. • 10 EMPLOYEES AT ONE 77ME BUILDING SEPARA 770N: BUILDING SEPARA 77ON SHALL BE A MINIMUM OF 10 SHEET LAYOUT SCALE: 1" = 100' CURRENT OWNER /DEVELOPER FIRST GOLD LEAF LAND TRUST P.O. BOX 1333 CHARLOTTESVILLE, VA 22902 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293 -3719 * CODj((o%-AAL, (5)Q?eDOCAL Rogtirs R 0 Q- ti fr 0 SITE vv VICINITY MAP SCALE: 1" = 2,000' Sheet List Table - SITE PLAN Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE & UTILITY PLAN 4 LANDSCAPING PLAN 5 SITE CROSS - SECTIONS 6 EXISTING STORMWATER MANAGEMENT PLAN G APPROVALS LEGEND ROADS PLANNER/ZONING + ENGINEER C=__ -= - - ---- I EXIS77NG CULVERT` SA W_ CULVERT J� �r� DROP INLET &, STRUCTURE NO. 200 CURB 240.55 CURB & GUTTER ./T -- PROPOSED PAVEMENT W EC -3A DITCH 6° DEPTH OF EC -3A DITCH - EC -2 DITCH d6- DEP774 OF EC -2 DITCH APPROVALS F DATE DEPARTMENT OF CONINIUNITY DEVELOPMENT PLANNER/ZONING + ENGINEER INSPECTIONS SA W_ ARB --------- - - - - -- 200--------- - - - - -- DEPARTMENT OF FIRE RESCUE 200 ALBEMARLE COUNTY SERVICE AUTHORITY 240.55 VIRGINIA DEPARMENT OF TRANSPORTATION ./T -- HEALTH DEPARTMENT W TOTAL NUMBER OF SHEETS FarsfMihiotvrlCtnieiwasappwYed based withefinding 1hatffic clapplicwiNgf hcaltb sathtiv or weuare o ;ihata;teraatvus piratvseo oygtt devt-lvpor wout.4 sstisty basepur� uses Sr,leas to artegtiVAteA tdegree ,suhteutgtHesaildMRs;candiGuti t Noitlttowu.Center PIC 19to Ogptm.Ztt; 2U9,5 3 In addition to alt outer, eeosfon and 3edtnicnt Cpiitral measureq yip( may ba required by the Wet", �Pratectwn Qitlmance, the appl%carttshatt pinv7deemsion aiui seditneDt Ctmaol measutss tuassiac, to AutiBet, that sasfachit oflhe Pristavi roAdns hiph level safetiestiveaess m oagttbitins gcilirnent during cai>strtrpttoa Thest meastirr shall include, but nnt.bs ((.Tied tit;. a. A contraction schedule butt miram zes the diiirWon of diisturbancc {e.gd, 0. asing of the b Us nio t J as best trot piatt}: g g ncy . nicitt bcihts designal w include the ttse of "flocculanC c Matting exposed:stopes as determtnad nppropnate o thcProgravr Authority, d ThgcontracWrytiatltaivcgKespettsihte% atxlDriiaiier ( "RLD "}onthcstctitrovgktout the . perigstcjuritigwhialithesrteistmdcrrtrnatruttine 2e'Ktp .shallmmrstalnndottyerosion and sediment control impcetion Eog det»otutrahn ;that eiosion and sedimeiltcontrol mtvisuras nee tieingelmely rnnaitruad;and d ficieixiea Tieinggniekiy rvmlzed- FFne "R1 It shah e;xiire that alt cotih'ol rueasuros are being mauttatited m uptlrnal.co"tion. The log sltatl tin maduav2ilattte- torinspectttihbSthel 'rtisnuuAuthontvat any timi dun>igiegulartnrsincss hburs� e Jf detattuirred to be neeessary by the Program Authority, the surety required by Annemarie Cau lrtyCode Swim 17.2Wshallinch4aana- monde mined by dinfit&amAtrdtarityiu. tore psottabty_neressaey tq" falte eorre3ciiye adian to repair of restore, downstream piupeities aged dt;tittg constructive hY runoff or seditnctlt; Z iii adz'pon ttr'all other AD ms water ivaaageutea regWxenients thaf.'gtay be requint;l t>Y ttieIWater 'iroteettgn Ctrdinanee; 6: Zhe stortriwakr mnits'geepeot plea sIr.l. hide addttimW rr,easuxcs decerm neei.by the Prggttuu AWwrity to 181ieocssary ift order tq t eplute,,hr the tttaprnum extent practical; file runoff frbtn the site, bath daring tuicl oiler c©nstructiun. k, . T`C'wrowaterrttttuagetne>}t p1Au ahalt Include nteusures to prat eAt, to thefulles extern possibtr, damming coiiditi4ns to tlovtnstieam properties and receiving wenvays fron cccuntng as a result oEttte deYeiopmetttoitite site, twttn.durmg and afunr construction, F: In ordcrt9 allow t}te_F'rogtem Rath arity t9 dstmlop a{tpzot)znte ttirastuses ta. safis. fa paregrapt�s fa) oriel (tJ) oPthis caidjian, the appincant slialtsubmft date derixutstrattng ttin;peat: nou of runoff' imm the site and the peak flaik of° tiiiioff oatiiutg'odta tha site< [Aibtmetfe County'( odes 3actious;l7 �t.17-3t4(D)j 3, Iittheplan addresse stnc'sgrit�hjng goer of the strcam,lJiow >;if any A. In eonjunction;%�A the finat site plan, suffiaetit $eMecsirig shat! beppivitttid to screen adjne�t residernlal prbperttes Mni;areas of fl'isrittw Frittctd Slopes; and. S. All �of the otlitr uanditidns rccomrzibrided by'steff. TH SCOTT R. COLLINSZ Lic. No. 035791,? %SIGNAL - z 0 a a vii 0 z -� o tQ-r ` z L H LU ce M W Q N � N L9C3) EARTH DITCH DRIV/EWA Y CUL VERT + BENCH MARK CLEARING LIMITS SA W_ VDOT STANDARD STOP SIGN --------- - - - - -- 200--------- - - - - -- EXIS71NG CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION ./T -- 78C DENOTES TOP /BACK OF CURB W TAB DENOTES TOP OF BOX FarsfMihiotvrlCtnieiwasappwYed based withefinding 1hatffic clapplicwiNgf hcaltb sathtiv or weuare o ;ihata;teraatvus piratvseo oygtt devt-lvpor wout.4 sstisty basepur� uses Sr,leas to artegtiVAteA tdegree ,suhteutgtHesaildMRs;candiGuti t Noitlttowu.Center PIC 19to Ogptm.Ztt; 2U9,5 3 In addition to alt outer, eeosfon and 3edtnicnt Cpiitral measureq yip( may ba required by the Wet", �Pratectwn Qitlmance, the appl%carttshatt pinv7deemsion aiui seditneDt Ctmaol measutss tuassiac, to AutiBet, that sasfachit oflhe Pristavi roAdns hiph level safetiestiveaess m oagttbitins gcilirnent during cai>strtrpttoa Thest meastirr shall include, but nnt.bs ((.Tied tit;. a. A contraction schedule butt miram zes the diiirWon of diisturbancc {e.gd, 0. asing of the b Us nio t J as best trot piatt}: g g ncy . nicitt bcihts designal w include the ttse of "flocculanC c Matting exposed:stopes as determtnad nppropnate o thcProgravr Authority, d ThgcontracWrytiatltaivcgKespettsihte% atxlDriiaiier ( "RLD "}onthcstctitrovgktout the . perigstcjuritigwhialithesrteistmdcrrtrnatruttine 2e'Ktp .shallmmrstalnndottyerosion and sediment control impcetion Eog det»otutrahn ;that eiosion and sedimeiltcontrol mtvisuras nee tieingelmely rnnaitruad;and d ficieixiea Tieinggniekiy rvmlzed- FFne "R1 It shah e;xiire that alt cotih'ol rueasuros are being mauttatited m uptlrnal.co"tion. The log sltatl tin maduav2ilattte- torinspectttihbSthel 'rtisnuuAuthontvat any timi dun>igiegulartnrsincss hburs� e Jf detattuirred to be neeessary by the Program Authority, the surety required by Annemarie Cau lrtyCode Swim 17.2Wshallinch4aana- monde mined by dinfit&amAtrdtarityiu. tore psottabty_neressaey tq" falte eorre3ciiye adian to repair of restore, downstream piupeities aged dt;tittg constructive hY runoff or seditnctlt; Z iii adz'pon ttr'all other AD ms water ivaaageutea regWxenients thaf.'gtay be requint;l t>Y ttieIWater 'iroteettgn Ctrdinanee; 6: Zhe stortriwakr mnits'geepeot plea sIr.l. hide addttimW rr,easuxcs decerm neei.by the Prggttuu AWwrity to 181ieocssary ift order tq t eplute,,hr the tttaprnum extent practical; file runoff frbtn the site, bath daring tuicl oiler c©nstructiun. k, . T`C'wrowaterrttttuagetne>}t p1Au ahalt Include nteusures to prat eAt, to thefulles extern possibtr, damming coiiditi4ns to tlovtnstieam properties and receiving wenvays fron cccuntng as a result oEttte deYeiopmetttoitite site, twttn.durmg and afunr construction, F: In ordcrt9 allow t}te_F'rogtem Rath arity t9 dstmlop a{tpzot)znte ttirastuses ta. safis. fa paregrapt�s fa) oriel (tJ) oPthis caidjian, the appincant slialtsubmft date derixutstrattng ttin;peat: nou of runoff' imm the site and the peak flaik of° tiiiioff oatiiutg'odta tha site< [Aibtmetfe County'( odes 3actious;l7 �t.17-3t4(D)j 3, Iittheplan addresse stnc'sgrit�hjng goer of the strcam,lJiow >;if any A. In eonjunction;%�A the finat site plan, suffiaetit $eMecsirig shat! beppivitttid to screen adjne�t residernlal prbperttes Mni;areas of fl'isrittw Frittctd Slopes; and. S. All �of the otlitr uanditidns rccomrzibrided by'steff. TH SCOTT R. COLLINSZ Lic. No. 035791,? %SIGNAL - z 0 a a vii 0 z -� o tQ-r ` z L H LU ce M W Q N � N L9C3) 1111111111111w M M M 0) N W W F-1 ( T LLi U U 0 c LIJ C C-4 CN a U _j F- s s a j U) W W i i t; E-- 0 U U w wo a AV Q ._J c �► a �) c Cc w _ � a a _c W . ../ LAG.. FF- W W > > Ul z z C W L W LL LL JOB NO, a 092029 `c SCALE AS NOTED v SHEET NO. c •r" ' Q: / a — — — I / � I All' i , — - �_.— ._--- �__ „_.___ • � � 20 BIOFILTER ■ .I I -- .. Li.l C E S EASEMENT .... ....' .. � . ... �. ACS ■ I - - o I / .... ... 3577 FACILITY . ... � EXISTING SWM FAC ... B. PG.651 D ... .... _ I AA � � .. i TMP 45 -93B N/F HEART LAND TRUST j. I ZONE: HC . J USE: RETAIL STORE SEMINOLE TRAIL D8 1484 PC,` 9FQ TM 45 -109 Rivanna Plaza LLC DB 3537 PG 57 3.32 Acres DB 1573 PG 453 20.45 Acres ( IN FEET ) 1 inch = 40 ft. of THO�� �C� SCOTT R. COLLINSZ Lic. No. 035791,7 IGNAL EE�1 Z O J a v ZEn fin a U, ® Z J O `L H H W uj ce M Lu '-4 Q N a N rl J J 0 U M M N d' 0 N N N W J J LJJ 0 W U A t U) NW W U) F— W N�N �Q V N Z :5 a w z w U z 0 I DC w F- z w U Z O H Z O z U) 0 Q 0 0 0 0 a tJ�► o Cl a E--y� ° DI �, z: CI 3 �) c rl) U FBI 4J L x c WI E c c c: z w J b ~ t! ! r n W oc z a cn JOB NO. 092029 SCALE 1 ° =40' SHEET NO. 2 LL Z C Z u- V Z c a c C I a 'u a a s a C u C a C T z a C V u c z c c u C C a u a s C j j 1 1 `..: �. ., 1 D i TMP 45 -93B N/F HEART LAND TRUST j. I ZONE: HC . J USE: RETAIL STORE SEMINOLE TRAIL D8 1484 PC,` 9FQ TM 45 -109 Rivanna Plaza LLC DB 3537 PG 57 3.32 Acres DB 1573 PG 453 20.45 Acres ( IN FEET ) 1 inch = 40 ft. of THO�� �C� SCOTT R. COLLINSZ Lic. No. 035791,7 IGNAL EE�1 Z O J a v ZEn fin a U, ® Z J O `L H H W uj ce M Lu '-4 Q N a N rl J J 0 U M M N d' 0 N N N W J J LJJ 0 W U A t U) NW W U) F— W N�N �Q V N Z :5 a w z w U z 0 I DC w F- z w U Z O H Z O z U) 0 Q 0 0 0 0 a tJ�► o Cl a E--y� ° DI �, z: CI 3 �) c rl) U FBI 4J L x c WI E c c c: z w J b ~ t! ! r n W oc z a cn JOB NO. 092029 SCALE 1 ° =40' SHEET NO. 2 LL Z C Z u- V Z c a c C I a 'u a a s a C u C a C T z a C V u c z c c u C C a u a s . . . . . . . . . I . I . I . , . . . . I I . I . I . I . . . . . . I I . . . . . . . . ". EXISTING ' �� I . I i I . � I/ S I 4 D ° STELLAR ONE BANK . , I I . .I I PARKIN LOT I -_--_ =� --- __---- _- __-- - -- --- _ , � i I I. i I I i �,� ---- --- -- - - -- I I . i . . . i / . . . . i I SCOTT R. COLI INS O I °D ! CONNECT TO EXISTING I I I I / I I U Lic. No. 035791,E WATER SERVICE f I' I " I . i I I I - , =< W W - -{-- -- ! - I NA / � I I . ° I ,\, � I � EXISTING I I . . � / ---- - - -__; - --- --.,-- - - -I I' I I PARKING SPACES / ! . 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(5)AB \� _ - - - ---' / - . • . .I I . < z a, . . Q i �_1 - b = C� /I I -v - - -- - - - - -� - �" i c -11 [r 1 -- * x x - . - - - - -- - -- t Z, - x " / . � " . I ai I I k r/ x x o k / f- I X W /( / //� r'� / �r" . / ) a c lJl k �^ \� /� j J D . �� -' -- Ul - z x / ,.'I- W W I ■ ■ �� ■ ■ ■ ■.,, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �� I // /Z W I. . ---- .- . - - -' -- - - ---- _ - -- - -'- - - - - -- - - -- - -- - - - -- - -'- - - ---- --' -- -- ' - - - -- - -- -- i 11 ` / / - U ­ L, � . . \', , - ,�)z s_ __n ____ ,,-S�,,V, ­ 7�5__qjl�� . ....... ­_­1 \_ 11 ,�� � �_ L . . 3: / � - I I � 1._:� __ ra - -- - -- - I T SCHEDULE - - - - - - -- _ -- - - -- - -�%- -� - -- S_�: ! D o I I I° �J \� - f I mi W O I r_ � TOTAL SITE `- ' I - I - l }-� � � I ,� LO � S . / . CD I 1 � SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) - 'C - J , ��`1 b� _ ) �+01 , � !• �, / ° I I I W_ I mi QUANTITY COVERAGE s ,� c �_.� L,S� �/� ' Zti (\ 3 r� \ �C ` II TREES -- - - - -- -' - - -- - - - - - -' `� - -_--_ -.- __ - -'- - - -- - -- -�, a� -- -_ _ I ` �, \ D 1 I I 1 } t_• . I PA PLATANUSACERIFOLIA LONDON PLANETREE 21/2" c01. 422 2 844 k2 \� = - -` -- X - x �_ i I/ 1 �� �� .. I I I . QP QUERCUS PHELLOS WILLOW OAK 31/2 cal. 471 5 2,355 - - - -. -_ .._`` `�� I , O / CALCULATIONS: _ - _ r� fy� . = �, �� , N ' 1 UP ULMUS PARVIFOLIA ALLEE ALLEE ELM 21/2 cal. 423 2 846 x �����t 1 V� I ( I , � \ - - . ; UNDERSTORY TREES TOTAL SITE AREA: u 0.668 AC Zg,og� SF �_ \ l\l�� (M, � \ D I \ �, w CANOPY REQUIRED (so%). o.o7 AC 2 gog SF x �, � . { ( `/ I . AG AMALANCHIERxGRANDIFLORA SERVICEBERRY 6 -7'ht. 130 2 260 �'�SEDTREE CANOPY: o.i5AC 6,313. SF k �' �5 ,\ \ -L' _� -4-\ �- r "I I I �' - F_ PY PRUNUS YEDOENSIS YOSHINO CHERRY 6-7 ht. 99 4 396 _ ` \� \` c�� I I T - -- I . EVERGREEN TREES I �� - 1 / J (- � \ ,• _ I . , / I i' i I. TOTAL PARKING LOT TREES REQUIRED: °- � . I I IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 5' -T ht. 44 5 220 1 _ '��\ � - %` D,n I � I : _ _ t ��� � , , \ \ ,\ / o I cos No. . MG MAGNOLIA GRANDIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA V -8' ht. 54 5 270 # TREES REQ'D z - - . I SHRUBS NEW TREES PROVIDED: 4 -� _ �• j 11 - - . I (. I 092029 ( i .I ,� - GRAVH1 `1 -SCALE \ Y p . I 1 AB ABELIA GRANDIFLORA GLOSSY ABELIA 18 -30 ht. 14 14 196 ` �` / �I / SCALE IC ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 18 " -30" ht. 14 30 420 NOTE: All site plantings of trees and shrubs shall be allowed to reach, ° ° 5 io 20 ao / 4 \ 1 ' =10� . I' . 1 IL ILEX CRENATA'STEEDS' STEEDS HOLLY 2411 ht. 10 9 90 and be maintained at, mature height; the topping of trees is prohibited. \ ,,\ . I i I , c' I Shrubs and trees shall be pruned minimally and only to support the \ / I I 1� IG ILEX GIABRA INKBERRY HOLLY 18" -30" ht. 23 18 414 ( IN FEET ) \ \ I ° / SHEEP NO. overall health of the plant. ` i . i TOTAL CANOPY 6,311 --_`, - ^` 1 inch = 10 ft. \ I \ 1 \ I p � ( I / / 4 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 Soo a 480 1 I r f • . I. I i. -- --- -` `_ LI — --- Y v ' &c fyefrya i i }a�� f 48o — _ — _'165-1111.7 LINE OF SIGH LINE SIGHT— — — _- -- - - -- - -- � ,,�� �: ����,nx >� � � t:� —E _ _ _ _ — 4 6o _ f, s EYE ROM VEHICLE — — 460 440 RT 2Q 440 440 EXISTING 440 RT 20 420 440 EYE € 420 440 425 Nt N M N 01 O -' OD ,f- \—EXI5 TING GRADE OD L Ln Ln E (STING GRADE - �i 4 �5 00 C ci O O r, r" Ol ^ k1 ci 1� � rl N ri O N O O rl ^ O m Cp D M t0 W u �1 �1 n Ln 420 rl O CO O .t 00 O . 00 N O O 01 01 O O 0 � O O O^ O -0 +25 0 +00 1+00 2 +00 3 +00 4 +00 5 +00 CROSS- SECTION #i. =0 48o F I. I . I r f 480 • . I. I i. -- --- -` `_ LI — --- Y v ' &c fyefrya i i }a�� f — _ — _'165-1111.7 LINE OF SIGH 4 6o ��• �t�� !� 460 ._._ — -- — � ,,�� �: ����,nx >� � � t:� —E _ _ _ _ — f, s EYE ROM VEHICLE DN — — 440 RT 2Q 440 440 EXISTING GRADE 420 440 EYE € 420 M O O t� n M Nt N M N 01 O -' OD ,f- �r1 00 �1 OD L Ln Ln E (STING GRADE „fit �i -0 +25 0 +00 1 +00 2 +00 3 +00 CROSS- SECTION #2 ////V 511993 - / 4 +o0 4 +25 I \. kjURE 'DEYELbPMENT I I 1 1 \ I ',. Soo 7 +00 7 +75 W 480 F I. I . I r f • . I. I i. 480 46o — _ — _'165-1111.7 LINE OF SIGH — — — —E _ _ _ _ — f, s 46o 440 440 EYE € _ RT 29 E (STING GRADE 420 420 rl O CO O .t 00 O . 00 N O O 01 01 O O 0 � O O O^ O Ln In Ln Ln Ln LA Ln W -0 +25 0 +00 1+00 2 +00 3 +00 4 +00 CROSS- SECTION #3 5 +00 6 +oo 6 +25 1 w E� lf- Lill r r 1 rYY- T r / ... 0 .... s' ......... . i --c 6 , I 1. 0 Ir Twr f Jl V j 1 l l Y: I. F I. I . I r f • . I. I i. EXISTING GANDER I MOUNTAIN BUILDING TH p� SCOTT R. COLLINS'Z Lie. No. 035791 �SIONAL E�O1 Z O J a U 57 Cl U) 0 z o Q ti H w ui ce M W i Q N � N 1 i I Z l7 Z w ul Z ■ • C� M cyi N N w ,.-1 s� U) O V U) f-- W w N z w H z Q w QC U z O i DC w H z w U z 0 z re O z (%:II z.II C; LLI UI tJ;l U) O CY: ul LLI U;1 W O w oc = o. cn JOB NO. 092029 SCALE 1 " =50' SHEET NO. 5 BIOFILTER LANDSCAPING NOTES: 1. 122 PLANTINGS REQUIRED, 182 PROVIDED. _ I 2. A MINIMUM OF 3 TREE SPECIES AND 3 I SHRUB SPECIES MUST BE USED. 3. ALL PLANTINGS SHALL BE IN ACCORDANCE \ I r WITH VSMH 3.11 -20. I ~ �. SEE THIS SHE OR LANDSCAPING TABLE I �- $ .' a '..APP 0930 / .... / .. . Pal VARIABLE WIDTH I GAUUN SWM EASEME T /. .. .. N1 N1.. ..... N1.. M. M M' TR ti1 C M... / Xi ING PPROVED 0 .. STORM TYP. UTILIZE E ST /A 54 .. " - . ( .. � N. ' /... . SEWER AS BARREL FOR SWM FACILITY. �.. (1) TD'- . 22 C . (7) IV CONTRACTOR SHALL ENSURE STEEL PLATE . COLLARS ARE INSTALLED ON THE STORM ® ...... . .. - ®. .. ' .. . SEWER. CONTRACTOR SHALL REPLACE RISER . / & BARREL STRUCTURES IN THE EVENT THE -a r / _ J PROPOSED LAYOUT CANNOT BE PROPERLY - . CONSTRUCTED. , / (APPROVED o54" CL. IV RCP SLOPE= 0.609 / � x \ W l V. 1N= 430. V D, T Op, PROPOSED ACCESS ROAD � (35 / =- z S �SDWK -SDWK) SHALL SERVE A�.. k 7� s1 s y,h EMBANKMENT & SWM ACCESS. :. " PAVEMENT =455 --459f t'j �isssv r= 4 SOL D'PVC CLEAN -OUT STAND P E w/ WATERTIGHT; THREADED PVC CAP. CLEAN -OUTS TO BE PROVIDED AT "` THE END OF THE UNDERDRAIN PIPING, AT JUNCTIONS AND + ALONG THE UNDERDRAIN SYSTEM EVERY 50' O.C. MIN. Y P MG Ui j m-,n EXISTING APpROVEl� ISER. CONTRACTOR .. . SHALL PLUG APPROVED 06 "ORIFICE PRIOR TO I I. CONVERSION TO SWM FACILITY& INSTALL FOUR 06 "LOW- FLOWORIFICESATELEV.447o'.ALSO, I 11 FG. CONTRACTOR SHALL RAISE RISER 170 ELEV. 45o'. -7 TOP, ''FLOOR SRUCTURE 34: MANHOLE w/ Dl F . EL V 44� QO w/ STRUCTURAL DPE TRASH RAC I 1 I EL V. 446.0'. . r7'x tk,1if7 ix a:d5it ,c {s 8 FG k . . . . . . •. `•7. •!. K f {k r Yom• - . . GRASS GRO D COVE FO SL 'GREATER THAN 3:1 IN SWM FACILITY. GRASS :.. fS IPE'RFORATED 'SC.. GROUND COVER LIMITED TO CUT SLOPES & x o . O g�{; OI I . f 40 . PVC PIPE 4. . $IfiAL,� IiQ YES( D T THE SWM F CILITY E�UIT�ALENT AAA2 . :0% A" %'<r= (3) FOREBAY WEIRS SHALL BE MADE OF CL• I + .� LOPE. (SIN) ACRO .S RIPRAP w/ GEO7EXTILE RL7ER FABRIC 1:0p: `..:: x X I k EATIRE •AK'IDTfl "C�. 20' C., . UNDERLAYMENT AT 3) 5 WIDE WEIR CRESTS. ,.t ( OUTFACE. PIPE (?' (3) FOREBAY TOP OF DAM WIDTHS = 2 AT I 't`rr;7;5 a I (5 CS ELEVATIONS OF 450. (APPROX. BANK FOREBAY BOTTOM DIM: 4 x12 > W/ A WEIR CREST ELEV= 448.8) ( x" " \ ARIABLE_ WIDTH (APPROX. RTE 29 FOREBAY BOTTOM DIM: x WM .EASEMENY 6'x14' w/ A WEIR CREST ELEV = 449.68) 1 (TYP.) y (APPROX. PROPOSED DEV FOREBAY BOTTOM k5) IN fp i . . DIM: 8'x27' w/ A WEIR CREST ELEV. = 449.16) 7 - - - - - -- t AG" VARIABLE WIDTH SWM 7-7 EASEMENT COINCIDES I t x - -.- FIGU Rle, 3,01 - I Homogeneous Embankments w /Seepage Controls ogeneous fill �.� �.��., � ,, 4• min ' off trench --4' blow sukowe l Jf 1 mterial Soil or rock L - ,..- - - - _.........,. -, ,..... -..I TYPICAL HOMOGENEOUS EMBANKMENT Transition fill oak or grovel Ml pe outlet Coar Jtr tV Perforated collector arou fi sro 8iooket drain oundotion drain FOUNDATION DRAIN BLANKET DRAIN ftn Qk rd e7w or rock Rode or gravel Rock toe o• drain t*Transitkon fitter Transition filter CHIMNEY DRAIN TOE DRAIN Source: SC;Y Engineering Field ,Vauual 3.01-3 ..(g IV d Technical Bulletin 7 Minimum Standard 3.02 �Pae r 1"' giro Noted book ettocLed vAk We fatcw r J re• ISO meta�ic 1!e rants platt "+: s lolled b W -1 r EtnPll ,eteuanw► xltt, ' 0 a-t hn7.e It t /a��. A °aoo � by r 0000 ���,, '•Z' • .harp nkh opuanal plate ?ao'1 ,� aoaa, apt'sn P¢ 81r-L (a- thick Z�-t /6 W n �p ie a'e yNA Section 42* e eDluli>ar* loo. w• fie. hdo w^ _______ Elevation _ PIA.S3YG no K Now SpLf147pNS F.G. no-: •4aes BMP DEBRIS CAGE Aa TA MW +fc OW ..rpLsihr- rhdtau.e.c ltd $'M -1 'IA7 -3 4 1(71 Izr; ' \130ktr. a . SCOTT R. COLLINS!Z Lie. No. 035791,2 "ONAL ��G1 The applicants shall restore the channel from the property line of TMP 45-110 to the permanent pool of the first Carrisbrook Pond on TMP 45131- 01 -0A -3 as a compromise solution for meeting MS19 "Adequate Channels" as per the agreement reached between the applicant and the County on May 29, 2008. The applicant will excavate the channel to the cross- section designed by Albemarle County Engineering and provided to the applicant on January 4th, 2008. A copy of this cross- section is shown below. The routing of the channel will follow the natural course of the stream to the best extent possible. A detailed route will be provided for the Countys review and approval prior to commencement of channel restoration. In the event the County would like to modify the route, the applicant agrees to route it as directed. The above agreement requires the applicable permits from DEQ/ACOE, as well as permission or easements from the property owners affected by the restoration. The applicant shall request permission from the affected land owners upon issuance of a grading permit for this plan. Once permission is granted by all affected property owners the applicant shall have the route designed and submitted for approval by the County. Upon approval of the stream routing, the applicant shall apply for and obtain all necessary DEQ and ACOE permits. The applicant shall also submit a plan for stream diversion while the work is being performed for approval by the County. As per the agreement reached, the applicant will seek permission from the affected lane owners for a time period that starts at issuance of a grading permit for this plan and extends for the period of time until the site is stabilized and all WPO bonds for the site have been released. If permission from all affected land owners is not obtained within that time frame the applicant shall not be required to restore the channel. If permission is granted by all affected land owners, but DEQ/ACOE will not permit the work, the applicant cannot, through no fault of their own, perform the restoration. ' � �'r� -5�). (••. �f jay' �/, >Yr. � �Y�.! _ Tvvical cross - Section for Offsite Improvewnents N07E.• IN ACCORDANCE w/ VSMH 3.02, ALL TRASH RACK & DEBRIS CONTROL COMPONENTS SHALL BE STAINLESS S7EEL OR GALVANIZED METAL PER MOT SPECIFICATIONS TRASH RACKS ATTACHED TO CONCRETE M: STRUCTURES SHALL BE SECURED w/ STAINLESS S7E•EL ANCHOR BOLTS. Proiect Watershed Summary (Area) Pre - Development Post-Development rD.A. #1A D.A. #1 B VARIES PER PLAN 10.95 ac. WATERTIGHT, THREADED M �'--- a __�___ PVC CAP 4" SOLID PVC CLEAN -OUT PIPE. 0) N C,4 Z z. c a BIORETENTION BASIN FLOOR REQUIREMENTS: - - - - - _ - - - - - - ' - - - - - - - - - - - - - - CLEAN -OUTS TO BE PROVIDED - - AT THE END OF THE z: J Total I mpervious Area ( ) includes ex subdivision 293,466 - 2:: LLI C U - _ - _ - - _ - _ - _ . _ MIN - = ' - - = - - = -_ = ' = - - _ - _ - _ - UNDERDRAIN PIPING AND Q� a F° Proposed Impervious Area to SWM Facility= 270,611 sf - - _ _ _ _ - - _ - _ _ _ - ALONG THE UNDERDRAIN SYSTEM EVERY 50" O.C. Q Z (includes all impervious areas except for existing residential sub. & 1 - _ -. �1�z��QO�p:�. _ - _ _ _ - - _ _ - a > c c L a portion of access road bypassed) ' Y $ _ _ _ nnlx _ -.7 - _ - _ - _ - _ - _ -. _ - = s ", SCHEDULE 4Q PERFORATED v! Z �� - W - PVC UNDERDRAIN, SPACED PER h-•� Z Z Min. Biofilter Floor Area Req'd for 65% RR 12,177 sf Lu a �✓ o J W PLAN, SLOPE TO DRAIN J CJ Z 0 3" 1 ' a ) 0 N0.78 STONE COMPACTED Q 0 3" CW 0 c x � NO. 57 STONE COMPACTED NO. 78 STONE COMPACTED U w � BIORETENTION BASIN FOREBAY REQUIRENENTS: a J `c F- U {- b a E O Ll. w _ C Ul -c Minimum Forebay Volumes= 0.10 inches per proposed BIORETENTION FILTER SECHONSHORWG CLEAN OUTS 092029 ® Z impervious square acre AS SHOWN NTS i_ c SHEET NO. c 6 Planters Bank Forebay (Includes Future Dev.) t-- w Contributing Impervious Area 43,635 Minimum Total Forebay Volume= 364 Route 29 Forebay Contributing Impervious Area= 65,550 Uj Minimum Total Forebay Volume-- 546 Uj Proposed Development Forebay Contributing Impervious Area= 161,426 Minimum Total Forebay Volume= 1,345 Area of Bank Area of Rte. 29 Elevation Volume Elevation Volume Elevation Area of Volume Elevation Area of Volume Elevation Total Area of NOTES: 1. SEE PLAN DETAIL ON THIS SHEET FOR Forebay Forebay (ft) (cf) (ft} (cf) (ft) Proposed Dev. CO (ft) Biofifter (cf) (ft) Facility Volume (cf) APPROXIMATE PLACEMENT OF UNDERDRAINS. -__ Contours _ ConbDUrs (sf) �- __- Forebay_ _ _ Contours �- _Contours sf� UNDERDRAINS SHALL BE 6" PERFORATED 446 38 0 446 61 - _ 0 446 - T 215 0 [~ 446 12,198 0 446 _ 12,512 O SCHEDULE 40 PVC PIPE, OR EQUIVALENT, AAA2 448 107 139 448 138 194 448 377 584 448 14,017 26,194 448 14,639 27,123 1.0% SLOPE (MIN.) TO RISER & BE PROVIDED - 450 202 443 450 240 _ �^ 567 450 576 C _ 1,530 j 450 16,013 56,202 450 17,031 58,763 ACROSS EN TIRE WID TH 0 20' O. C. MIN, 2. UNDERDRAINS SHALL HAVE 4" SOLID PVC W f o 452 - 443 452 - 567 452 - 1,530 452 19,552 91,708 452 19,552 95,317 CLEANOUT PIPES w/ WATERTIGHT, THREADED n N 454 - 443 454 - 567 454 - 1,530 454 21,891 133,129 454 21,891 136,738 PVC CAPS AT ELEV. 446.5 THROUGHOUT. 3. UNDERDRAINS SHALL OUTFALL INTO THE *- 455 - 443 455 - 567 455 - 1,530 455 23,001 155,573 455 23,001 159,182 RISER. The applicants shall restore the channel from the property line of TMP 45-110 to the permanent pool of the first Carrisbrook Pond on TMP 45131- 01 -0A -3 as a compromise solution for meeting MS19 "Adequate Channels" as per the agreement reached between the applicant and the County on May 29, 2008. The applicant will excavate the channel to the cross- section designed by Albemarle County Engineering and provided to the applicant on January 4th, 2008. A copy of this cross- section is shown below. The routing of the channel will follow the natural course of the stream to the best extent possible. A detailed route will be provided for the Countys review and approval prior to commencement of channel restoration. In the event the County would like to modify the route, the applicant agrees to route it as directed. The above agreement requires the applicable permits from DEQ/ACOE, as well as permission or easements from the property owners affected by the restoration. The applicant shall request permission from the affected land owners upon issuance of a grading permit for this plan. Once permission is granted by all affected property owners the applicant shall have the route designed and submitted for approval by the County. Upon approval of the stream routing, the applicant shall apply for and obtain all necessary DEQ and ACOE permits. The applicant shall also submit a plan for stream diversion while the work is being performed for approval by the County. As per the agreement reached, the applicant will seek permission from the affected lane owners for a time period that starts at issuance of a grading permit for this plan and extends for the period of time until the site is stabilized and all WPO bonds for the site have been released. If permission from all affected land owners is not obtained within that time frame the applicant shall not be required to restore the channel. If permission is granted by all affected land owners, but DEQ/ACOE will not permit the work, the applicant cannot, through no fault of their own, perform the restoration. ' � �'r� -5�). (••. �f jay' �/, >Yr. � �Y�.! _ Tvvical cross - Section for Offsite Improvewnents N07E.• IN ACCORDANCE w/ VSMH 3.02, ALL TRASH RACK & DEBRIS CONTROL COMPONENTS SHALL BE STAINLESS S7EEL OR GALVANIZED METAL PER MOT SPECIFICATIONS TRASH RACKS ATTACHED TO CONCRETE M: STRUCTURES SHALL BE SECURED w/ STAINLESS S7E•EL ANCHOR BOLTS. Proiect Watershed Summary (Area) Total= D.A. #1A D.A. #1 B Total 10.95 ac. M - 10.95 ac. \ Protect Watershed Summary (2-Year Flow) _ _Pre-Development Post Developrrtent 6.45 cfs _ 5.04 cfs i� \ 1.47 - cfs .._._- ._..- ...__1 7.92 cfs 5.04 cfs G r Proiect Watershed Sumrrrarry 00 -Year Flows - Pre - Development Post-Development rD.A. #1A D.A. #1 B _� 3.17 ac. 7.78 10.95 ac. Total= D.A. #1A D.A. #1 B Total 10.95 ac. M - 10.95 ac. \ Protect Watershed Summary (2-Year Flow) _ _Pre-Development Post Developrrtent 6.45 cfs _ 5.04 cfs i� \ 1.47 - cfs .._._- ._..- ...__1 7.92 cfs 5.04 cfs G r Proiect Watershed Sumrrrarry 00 -Year Flows - c� ----- - - - - -- N W 3 GAS no -- - - -- - -- EXISTING - IMPERVIOUS AREA- --- - -- �\ _. - - - -- FROM -RTE::zz�,9 EVALUATED AS - - - - -- -- __ PROPOSED IWC DESIGN_ -_------ - _ - _- -� -uv j­ grjj�-,As _..... ._- _ -..___ i \ i GAS GAS GAS \\ AS 0 TOTAL Tc =0.21 hrs. 1 'OF OLF w/ A ELEV =9' (T 0.18 hrs.) 65' F PE VIOUS CF w/ A ELEV =13' c-0.00 hrs.) 75' O IMP VIOUS CF AT 5 fps (T 9.03 hrs.) n =POST- DEVELOPME SCALE: 1 " =80' Pre- Development Post-Development D.A. #1A D.A. #113 16.99 _ cfs 5.32 cfs 10.27 cfs c� ----- - - - - -- N W 3 GAS no -- - - -- - -- EXISTING - IMPERVIOUS AREA- --- - -- �\ _. - - - -- FROM -RTE::zz�,9 EVALUATED AS - - - - -- -- __ PROPOSED IWC DESIGN_ -_------ - _ - _- -� -uv j­ grjj�-,As _..... ._- _ -..___ i \ i GAS GAS GAS \\ AS 0 TOTAL Tc =0.21 hrs. 1 'OF OLF w/ A ELEV =9' (T 0.18 hrs.) 65' F PE VIOUS CF w/ A ELEV =13' c-0.00 hrs.) 75' O IMP VIOUS CF AT 5 fps (T 9.03 hrs.) n =POST- DEVELOPME SCALE: 1 " =80' 6 Z it w w Z ID Z w z J J O U v- 0 c a> c 0 CL V c X a� 0 -C 3 rn C x 0 0 c O U 'R L c 0 V 0 a u -0 v 0 U L 4) C 0 v 0 0 c U L v 0 W 0 C� CY ) N W M �'--- a 0) N C,4 Z z. c a U L z: J 2:: LLI C U V 1 c LL (f � C W Q� a F° <• o C tl.. Q Z LLI ._ a U r ^ V 1 a > c c L ' Y $ rGwrTT'' lam. d Z C► W Ct W C c (%.II Ul v! Z �� WU W z �• U,1 LL h-•� Z Z Z Lu J W 0 J CJ a c C 0 CW 0 c x � a a J `c F- U {- b a E O Ll. w _ C Ul -c JOB NO. 092029 SCALE c AS SHOWN i_ c SHEET NO. c 6 a % a s t-- 6 Z it w w Z ID Z w z J J O U v- 0 c a> c 0 CL V c X a� 0 -C 3 rn C x 0 0 c O U 'R L c 0 V 0 a u -0 v 0 U L 4) C 0 v 0 0 c U L v 0 W 0