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HomeMy WebLinkAboutSDP200800038 Plan - Other (not approved) 2007-09-17PROVIDEDTRUL,. fURNANALYSIS PARKING CATEGORY REQUIRED 78-I78 -I9 N/ UTOM 7- F ASBURI' A OHVE NORTHREALESTATE 1) % DB 3 736 JS PLA L ZON H L NOTE TOTAL DISPLAY AREA INCLUDES 6300 SQ. FT. INTERIOR DISPLAY AREA AND 14. 904 SQ. L EXTERIOR DISPLAY AREA. A MR IT 1 — — Z 11, Ip ITT STRIPED TAPER FOR PRO 395 7 POSED TURN LANE C DISP u f DISPLAYDISPLAY -- (IS SPACIN -ISPLAY DISPLAY' IDISPLA DISPLAYr / - _ __ 'r - I I _ { % - -- 181 DISNAy (20 SPACES) Z A .1.1ISPLAY 13— ACES) D PLAYLJIbf' LAY DISPL Ay / - --' , , I 2y DII L, I DISPLAY- 1 0 DISPLA DISPLAY D SHALL BE PROVIDED FOR WITH T_ IsP,- A- y-- - Y THE CONSTRUCTION OFTHE DCENT DEVELOPMENTkDI -2 DI§ PLAY- J ADJACENTDISPL Ay, DISPLA .DISP . y bisp E uppl — DISPLAY T_ DII DlSpjh y PLAYJ 1 -181/_ DISDISPLA Is O., D) SPLAY DfSP LIMITS OF PROJEC P ttf P DIS '/ FOR SPECIAL USE 4 D / LA w PERMIT 00 DIS 9'TYP. iSP Y DISPLAY DISPLAY D LA DISPvjAy DISPLAYLAY wjj I DISPLAY DISPLA I rA DISPLAYi DISP y V DISPLAY yl LJLPLAY I / ., I I 1_ 4 - / LA C D- 40 DISPLAY DISPLAY;I _201SPLk DISPLAY ISPLAY DISPLAY DISPLAYISPLAY DISPLAY, Y_ Ill DISP DISPLAY 29 EX Sp DIS LA- W 0 2 zISPLA UYEEISE II ' I I ill W W fy W LL CACES ROUTE 250 ( VARIABLE WIDTH RIW) w RR 30 INGR s____ 0- o r s I z w 4 BOULEVARD 0 z 0 V)In LLI DEVELOPMENT ON THIS & PROPE Z 5 OT JOINT ENTRANCE TO < Y-f - ------P ROPE RTY IS NOT PART NF P- 78: 1 5D AND IT LL 0 j _j I T THE SPECIAL USE PERM < < Q ( PROPOSED UNDER FLOW _UST 0 < 0 AUTOMOTI MAJOR SITE em u} CLLS r L)ISOXPLANAMENDMENT) .1 LL U w < Cus Y i. IVICE-- 0 w 7v DISP n J T I I' ' Q Q. W OFFI -8 SERVICE a ' TYp — CUS TOMEC - 2O', TYPTIA7 -1 CE UNKOUSLJOHN 1_ W I Z 18' x 10') - PLAJANI —I OFt ICE \ D& VRUCTURALfLOPMENT f2O S CES D.e 499. Pg 40q PLAT DO 102,,' Pg 239 CUSTWER ON THIS - PROPERTY IS NOT 1\ A NTMP78- 14D IU 17.PK NAIL 3 CUSTOMER Zo JANICE S. UNKOUS _ p 0 X- 18- DS 00, ZONED: HC (AUTO DEALER) PLAY (7 SPAI STOMFP10 TYP 5 OFFICE 0 2 CUSTOMER DISPLAY10' x 18') OFFICE 1- 16' TYP_ IS LAY D SERVICE TUP 7, 5- 15U - DIS JOHN ;1 JANICE LINKOJS D. 239 D 45 D 0 8 6, P_ , PLAT EXISTING SANITARY SEWER El 1 257 ACRE' VAI vx SERVICE YATERAL tC BE I 411 ZONED HC DE.0 - I __ - 11" ABANDONED AND CAPPED25-:_:- Z 4-Z1 W 10 JOE ANOTES: L 1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE z ( ._ -- _ _ - _ '/2 PROPOSED PARKING AREAS SHALL NOT EXCEED 5% GRADE. SLOPES OF EXISUNG PARKING AREAS SHALL REMAIN UNCHANGED. (" FACES) 3 PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED 9 SERVICE 4. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE S ERVICE S EERViCL 5. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED , SERVICE SE 7C 6. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. LISERVICEJ E7. DISPLAY PARKING SHALL BE ONLYIN DESIGNATED STRIPED PARKING SPACES, AS IDENTIFIED ON THIS PLAN SERVIC T B. MAXIMUM LIGHT LEVELS ON SITE SHALL NOT EXCEED 30 FOCOOCANDLES 9. LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF THE MINIMUM REQUIREMENTS OF THE ARB GUIDELINES I SERVICE S ERVICE/ AND /OR THE ZONING ORDINANCE TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE PROPOSED USE, INCLUDING BUT NOT LIMITED TO THE USE OF LARGER CALIPER TREES, ADDITIONAL EVERGREEN SHRUBS AND CONTINUOUS INTERIOR PLANTING ISLANDS. 10. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY SWLI TTTEK PAID PROFESSIONALS. ADDITIONALLY, 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (i. e. 9' X18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10x18' STALLS) AFFE THE NUMBER OF INDIVIDUALS INVOLVED WITH THE BUSINESS OPERATION, NOR DOES11. THIS SPECIAL USE PERMIT DOES NOT AFT A IT AFFECT ITS OPERATING HOURS IN ANY WAY. 12. NO PARKING MAY OCCUR IN TRAVELWAYS. __j Z 1 SP/ 1500 S. F. DISPLAY AREA = CUSTOMER PARKING" 21, 204 S.F. x 1 sp/ 1500 S. F. = 14 14 0 I SPLI 200 S. F. OFFICE AREA OFFICE PARKING 7 DATE. 1, 400 S. F. x 1 sp/ 200 S. F. = 7 9/ 17/ 07 2 SPI SERVICE STALL + I SP/ PROJECT NO EMPLOYEE = SERVICE AREA PARKING 3 SERVICE STALLS x 2 SID/12 Attachment B SERVICE STALL + 6 EMPLOYEES x 1 SP/ EMPLOYEE = 12 HANDICAPPED 21 2 EXTERNAL DISPLAY SPACES NOT REGULATED 1 91 11L_1 341 126 NOTE TOTAL DISPLAY AREA INCLUDES 6300 SQ. FT. INTERIOR DISPLAY AREA AND 14. 904 SQ. L EXTERIOR DISPLAY AREA. A MR IT 1 — — Z11, Ip ITT STRIPED TAPER FOR PRO 395 7 POSED TURN LANE C DISP u f DISPLAYDISPLAY -- (IS SPACIN -ISPLAY DISPLAY' IDISPLA DISPLAYr / - _ __ 'r - I I _ { % - -- 181 DISNAy (20 SPACES) Z A .1.1 ISPLAY 13— ACES) D PLAY LJIbf' LAY DISPL Ay / - --' , , I 2y DII L, I DISPLAY- 1 0 DISPLA DISPLAY D SHALL BE PROVIDED FOR WITH T_ IsP,- A- y-- - Y THE CONSTRUCTION OFTHE DCENT DEVELOPMENTk DI - 2 DI§ PLAY- J ADJACENT DISPL Ay, DISPLA .DISP .y bisp E uppl — DISPLAY T_DII DlSpjh y PLAYJ 1 -181/_ DISDISPLA Is O., D) SPLAY DfSP LIMITS OF PROJEC P ttf P DIS '/ FOR SPECIAL USE 4 D / LA wPERMIT 00 DIS 9'TYP. iSP Y DISPLAY DISPLAYD LA DISPvjAy DISPLAYLAY wjj I DISPLAY DISPLA I rA DISPLAY i DISP yVDISPLAY yl LJLPLAY I / ., I I 1_ 4 - / LA C D- 40 DISPLAY DISPLAY;I _ 201SPLk DISPLAY ISPLAY DISPLAY DISPLAYISPLAY DISPLAY, Y_ Ill DISP DISPLAY 29 EX Sp DIS LA- W 0 2 zISPLA UYEEISE II ' I I ill W W fy W LL CACES ROUTE 250 ( VARIABLE WIDTH RIW) w RR 30 INGR s____0- ors I z w 4 BOULEVARD 0 z 0 V)In LLI DEVELOPMENT ON THIS & PROPE Z 5 OT JOINT ENTRANCE TO < Y-f - ------P ROPE RTY IS NOT PART NF P- 78: 1 5D AND IT LL 0 j _j I T THE SPECIAL USE PERM < < Q ( PROPOSED UNDER FLOW _UST 0 < 0 AUTOMOTI MAJOR SITE em u} CLLS r L)ISOX PLAN AMENDMENT) .1 LL U w < Cus Y i. I VICE-- 0 w 7v DISP n J T I I' ' Q Q. W OFFI -8SERVICEa ' TYp — CUS TOMEC - 2O', TYP TIA 7 -1 CE UNKOUSLJOHN 1_ W I Z 18' x 10') - PLAJANI —I OFt ICE \ D& V RUCTURAL fLOPMENT f2O S CES D.e 499. Pg 40q PLAT DO 102,,' Pg 239 CUSTWER ON THIS - PROPERTY IS NOT 1\ ANTMP 78- 14D IU 17.PK NAIL 3 CUSTOMER Zo JANICE S. UNKOUS _ p 0 X- 18- DS 00, ZONED: HC (AUTO DEALER) PLAY (7 SPAI STOMFP10 TYP 5 OFFICE 0 2 CUSTOMER DISPLAY 10' x 18') OFFICE 1- 16' TYP_ IS LAY DSERVICE TUP 7, 5- 15U - DIS JOHN ;1 JANICE LINKOJS D. 239 D 45 D 0 8 6, P_ , PLAT EXISTING SANITARY SEWER El 1 257 ACRE' VAI vx SERVICE YATERAL tC BE I411 ZONED HC D E.0 - I __ - 11" ABANDONED AND CAPPED25-:_:- Z 4- Z1 W 10 JOE ANOTES: L 1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE z ( ._ -- _ _ - _ '/2 PROPOSED PARKING AREAS SHALL NOT EXCEED 5% GRADE. SLOPES OF EXISUNG PARKING AREAS SHALL REMAIN UNCHANGED. ("FACES) 3 PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED 9 SERVICE 4. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE S ERVICE S EERViCL 5. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED , SERVICE SE 7C 6. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. LISERVICEJ E7. DISPLAY PARKING SHALL BE ONLYIN DESIGNATED STRIPED PARKING SPACES, AS IDENTIFIED ON THIS PLAN SERVIC T B. MAXIMUM LIGHT LEVELS ON SITE SHALL NOT EXCEED 30 FOCOOCANDLES 9. LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF THE MINIMUM REQUIREMENTS OF THE ARB GUIDELINES I SERVICE S ERVICE/ AND /OR THE ZONING ORDINANCE TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE PROPOSED USE, INCLUDING BUT NOT LIMITED TO THE USE OF LARGER CALIPER TREES, ADDITIONAL EVERGREEN SHRUBS AND CONTINUOUS INTERIOR PLANTING ISLANDS. 10. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY SWLI TTTEK PAID PROFESSIONALS. ADDITIONALLY, 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT ( i. e. 9' X18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10x18' STALLS) AFFE THE NUMBER OF INDIVIDUALS INVOLVED WITH THE BUSINESS OPERATION, NOR DOES11. THIS SPECIAL USE PERMIT DOES NOT AFT A IT AFFECT ITS OPERATING HOURS IN ANY WAY. 12. NO PARKING MAY OCCUR IN TRAVELWAYS. __j Z SRC 0 SRC DATE. 9/ 17/ 07 PROJECT NO SHEET Attachment B 91 O V) o U Ld Q L9 Z 0 0 Ix C14 W N W Z w W T Z ( n C , z Lj W 0 _j U) _ J of > N w (n 4 Z LL W M S ILL O J _j 0 W ILI If 0 <, LL U I L_ 0000 ROPOSEDTLIRN LANE IMPROVEMENTS I i - -- ww I C D D l ( ' I II ' I I-- ID DRAWN HY: SRC CHECKED BY SRC DATE. 9/ 17/07 PROJECT NO SHEET Attachment B 91 C , J;..ernu.tu.etrdllMJ -r. bepwoa F.ntlw+p t'W ', L' — I a..m.olcllm- sutU -2mrr rA.lw.,a..4e,.lFOnu LJ I I- . - - - 1 Tr rlr rnr ar s. _ NAD 83 I' I O n,.b oarae mlana mwnn.mn,- I _ / m a+mrs..am -brie) W Lmb dalmoR i I l 3T /TVF 7i, - TSa Ynprbe Mlbq,n elwWV nvkl T 4rm+ n., n.e eyxpY "V —\ N/ F A56UF: 1' AIJ iOf. IJTIVL Nliii11 CAROLNJA13REALFSFATt .+ DFJ 20B I .OLDINESSE LIf. fl u..r+w.,wwwl>•n =mmr,cW l.,"wmwn m...,r m.l. DH F'. . F, ;35 FLAT ° ONIN 0 nymm' m°". n' I "'n,`..F,al..w, ewe• arm. m.,,...... 1. xw, nl. mlawlamrm .re.,u,be,.anp«..M... - / \`vti. O " em Me.iw «twl A,. a... a>•, I+..>«. arom.. e - _ — - `, t Pro 3 IN A fl I+m.mnmrmmro,ar+wnllW m.rmeanp,no >Im.rmwsa ° 3 J - PFLHE z b JV - 4 IN ` I \ \ 2 AG t AG\o w. mm.., 1. n». mwml ,..lnnp- a,.m.a,nwM«....An,.nN Ifl WAIEFt m lob.+w.wlr.womrno[. ryud WJlugmpawpamnry avu WpWavha by vALyt __ - r fl Fmlml.bw mmlMO,.ea,emxmmmawmaby coaMrmcwnmmm w4vaa Ir W nwJmamriMb MW+RLroNnxsnmbe"L artyral J"e mlmrlamwN na"mnuoraeml t Pry - - - ` CIA w" 20 a J<WlmJlernl mul bl.+. ..aW.Awm.ne..wm.nd..lw..el.l,.0 1. m..r. +.wnu+.ulnomnaml _ _ MIIWW M.lymma - n fl uWb,mdnimwwnN r,mmwn4lm,FoMe,y9ar`IbhmesLnwn. tr.m bn a+.L. elmnw„M. Imo•bw - T - - F / 1 f H - aArn lnlneeW 4., vmJa. ilrnn, ilmwb ,.,,rmb"+N+nwN+bamwu.rnmt ellJSo- I - U. } - _ __ _ zo 5 = 3 IN - l 1 PA I 2 RS; AG " fl Tm b rm .T+nmomma.m.mmamnr.mn, - -.- 1 P nme.n uruaa vxwF:aa mnlwmulY tv uunl uLwn' u' macJFnrluL -ruaon Tar: rvov.xavlroY - ter # \/ = I 5 ` V _ - PL 3 IN rm'Mx MMYAR MR LDAT1:1 c4x1YAC1 rUW.'1WAaalUnAlMa! Nlli'T rl4at M.t NL _- _ / ;: b FP PL FP mot I- - I.._ _ ' t '_-_. - -- r•}- I I _ T . , ao AtV QP -- — 1 \ - t / '. ^•11 l Q 'II T i !, n a _IN r JA 1 G NOT f ---- n ~I1° - FG _ v6 1D2 P .,9 , '' + • >' \ I I"'— fy I p _ .5 499, F 402 PLAT E " 1 3 ACRES g f ZONED HC 1I + - - ! O_ H_E 1 / -- r CIF - Gi — r F t Ac J cc, TMP 78 r JOHN L JALICE LINKUUS, t A ll I U© 1025, F4 239 '-' M 456, Pg 3 PiAT IYITCR 7. 257 ACRES VAl Vf I / / ZONED HC 25 I t F1S r II } Hi CA ./,r - - UcI _ ,>"F/ i _ A?.S uNC ESMT -I- t O R v27, P9 3BB D6 snu! 7 ` TRE[ 3 _ - _ - fy I I i I SMcS_ A TKEES - a. — _ 424 ' vFRIB_- lie- - \` / -RAPIVQ SC - 1._ — _- m a ALE - - L - J - j" zs ELE Esv'rS ' - J - CENTCL 1T1 li Plant List Abb Sder Name Coarrlon Name CYlper Sire Commer6 10-YR TI 'l Orebe Canopy INernfOmm c t TOTAL P0 H AREA I 97_ AG__ ftR6 BE I. } CANOPY hE UIR 5% 000 AC 3. 423 SF I- CANOPY.Y on Cawal C— py PARKING CALCULATION' a PARKING LOT TREES REQUIRED 10 PROPOSED. /7 pt. bH(O-Wy CMWy Q-Aty Campy 41C LENGH+ Ih PLANTERS ALONG FRONTAGE = 240 LF 240 LF / 35 Ft = 7 STP•EET TREES REQUIRED 1 PROPOSED 7 STREET TREES PROVILED ALL SIZE I•LANTINGS OF TREES SHRUBS SHALL BE ALLOWED i0 O ad o8sm) z INI.AU AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. TREES CA ME C PLMI MILL BE REQUIRED TO BE IN EXCESS OF V) WORD RPROPOSEDE, INCLUDEINC BUT NOT UMITE TO MEE USE OF LARGERUSSUNCLMDDT CALIPER TREES, ADDITONPL EVER(IREEN SHRUBS ANp CONTINUOUS INIERIOFR PLANTING IS.ANO; M Fryman PemaytVVaca Oman Mh 31/2'Slmng csJbY 742 6 6 4.452 6 SCHEDUIFI CONFORMING TO ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK - FOR SHAN AND (QUALITY LAIPI PI ANTS R M7Y BE IS EXCEPT ESTABLISHED IN ANSI 01 Z baler POTS WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL 4452 IN Ibx z'NeM R S—'Nell. S1eVem 8' mn FW b n xI 44 14 6 264 3 132 JV J_ p,_ mare Easbm Rod Cedar FOR USE IN PLANTING. FOR BASS OF DOANTI , ASSUME TOPSOIL WHICH HAS NOT 8' RIM Pub b m ld 18 12 2 32 1 / HUMUS 11 FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH - NITROGEN CONTENT MS rota '-.'S— -k 1000 SG FT LAWN AREA S' mn PLANTING SHRUBS. 145 2 2 290 m ELIMINATE VOIDS AND AIR POCKETS WATER THOROUGHLY AS LAYERS AREPLACED APPLY2OHMGRADE O PEAT W STRAW I O OR R OMEN PA Pkd_ aceMYla Lorkon Plaeaee 3 12' 1 1 S1 ,,gtt fti 479 7 3 1,137 1 o Mader 479 OP Q__ P k.N P. Oak 312"Strmp certrel 471 B 8 3,T68 8 leader 3,768 LA IRx amencav Amerxan Etn 3173"35'on.e ,535 1 7 3,745 SHRUBS FO FoBergia gartleNl Dwf F fttg1W 50 M - 38'3 10 10 30 N NI Hamameta xrbarmeda Amok'. Pmml.e So M--36'5 0 0 ArtnlCa P—e'Wk l N IC Ibx eanlb'Ca1eaX Camas Hdly 59Y Mmm,m 38'14 138 138 1,932 PL P_ lauoceraaus Stlap Carrel 5Q munMln 38"10 122 107 1,070 ScN kaemis'he' N RS RMdoderxlmn spp Rhodaderkron 6 g Mm 36"10 14 14 140 he M O _ l N Z I, . TOTAL A 2. 2 AC HAD BE ANDTREECAFIOFY PEOUIRED 10 98 7 f PLANTING CAIRO 1' (130 AGR 5FI "',' - - -_ ____' 0 INTERIO CANOPY CALCULA c t TOTAL P0 H AREA I 97_ AG__ ftR6 BE I. } CANOPY hE UIR 5% 000 AC 3. 423 SF I- PARKING CALCULATION' a PARKING LOT TREES REQUIRED 10 PROPOSED. /7 STREET -REE CALCULATION 3 UA -- tY 41C LENGH+ Ih PLANTERS ALONG FRONTAGE = 240 LF 240 LF / 35 Ft = 7 STP•EET TREES REQUIRED 1 PROPOSED 7 STREET TREES PROVILED ALL SIZE I•LANTINGS OF TREES SHRUBS SHALL BE ALLOWED i0 O REACH, AND MAINTAINED AT, MATURE HOGIIT, THE TOPPING.`. OF TREES IS MOHIRR SHRUBS AND FREES SHALL BE PRUNED z INI.AU AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. CA ME C PLMI MILL BE REQUIRED TO BE IN EXCESS OF V) WORD RPROPOSEDE, INCLUDEINC BUT NOT UMITE TO MEE USE OF LARGERUSSUNCLMDDT CALIPER TREES, ADDITONPL EVER(IREEN SHRUBS ANp CONTINUOUS INIERIOFR PLANTING IS.ANO; W fiFNERAI. LANDSCAPE REQUIREMENTS SUBM T PLANTING SCHEDULE SHOWNG COORDINATION OF NORMAL PLANTNG TIMES f WITH GON'TRUCLON SCHEDULE FOR OTHER (RELATED) WORK 2 LAYIniT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR RENEW D, ARCHIT:CT PRIOR TO START OF PLANTING I 74 IC o r I 3 UA SCHEDUIFI CONFORMING TO ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK - FOR SHAN AND (QUALITY LAIPI PI ANTS R M7Y BE IS EXCEPT ESTABLISHED IN ANSI 01 Z 5 FURNISH GROUND COVER PLAN tS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL 0 O 7 WARRANTY" PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST II DH AN!I UNHEALTHY CONDITION E %CEPT AS MAY RESULT FROM NEGLECT BYEAT ONNER, DAMAGE BY OTHERS. AND UNUSUAL RHENWMA BEYOND INSTALLER'S j Z w o e. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANYT SHQ" AS AVA FOR F '\REUSE AT `ITS. PROVED CLEAN, FERTILE, FRIABLE, ACTRAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE 5 PROVCE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH U O FOR USE IN PLANTING. FOR BASS OF DOANTI , ASSUME TOPSOIL WHICH HAS NOT BEEN STPIPPEO IS 4 IN DEPTH. p E' er l7 G Z m 1D -5 (SZ NITROGEN O>. PHOSPHORUS AND 59. POTASH) GOMMFRCIAI FERTILIZER, APPDED AND MIXED AT RATE OF NOT LESS THAN 025 LOS PER CU FT OF SOIL AND 1 / HUMUS 11 FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH - NITROGEN CONTENT COMMMCNL FERTILIZER L CONTAINING 4Z PHOSPHORUS, 1% POTASH AND NITROGEN IN QU THSUFFICIENTANTITYTOSUPPLYNOTLESS AN 1.0 LOS OF ACTUAL NITROGEN PER 1000 SG FT LAWN AREA I I I PLANTING SHRUBS. 12 EXCAVATE PITS OR TRENCH TO 1 -1/2 TIME DIAMETER OF BALLS OR CONTANERS, jJ - n m ELIMINATE VOIDS AND AIR POCKETS WATER THOROUGHLY AS LAYERS AREPLACED APPLY2OHMGRADE O PEAT W STRAW I O OR R OMEN I)RECOGNIZED ORGANIC PLANTINGIMULCH MONT SHRUBS TO REMOVE DAMAGED WT STRUt:TURE AND REMOVE NOT MORE TAN 15 O' F BRANCHESAIURAL SHAPE. THIN 1 1 PUNTING GROUND COVER 14 TILL SOIL TO DEPTH OF IC 11 AREAS MHERE TOPIM HAS NOT BEEN STRIPPED I lj I 15 LOOSEN RADE TO DEPTH 4 IN AREAS WHERE TOPSOIL S BEEN STRIPPED, All. . IRSP IX' REAL TOPSOIL TO DEPT OF OTHERWISE4'. EXCEPT AS OTHERWISE INDICATED o l N CANOPY CALCULATION I, . TOTAL A 2. 2 AC HAD BE ANDTREECAFIOFY PEOUIRED 10 98 7 f PLANTING CAIRO 1' (130 AGR 5FI "',' - - -_ ____' INTERIO CANOPY CALCULA c t TOTAL P0 H AREA I 97_ AG__ftR6 BE I. }CANOPY hE UIR 5% 000 AC 3. 423 SF PROPOSED CANOPY 0. 18 PARKING CALCULATION' PARKING LOT TREES REQUIRED 10 PROPOSED. /7 STREET -REE CALCULATION 3 UA -- STREET TREES PEOUIRED I TREE/ 35 FT OF PLANTER FRONTAGE 41C LENGH+ Ih PLANTERS ALONG FRONTAGE = 240 LF 240 LF / 35 Ft = 7 STP•EET TREES REQUIRED 1 PROPOSED 7 STREET TREES PROVILED ALL SIZE I•LANTINGS OF TREES SHRUBS SHALL BE ALLOWED i0 I;REACH, AND MAINTAINED AT, MATURE HOGIIT, THE TOPPING.`. OF TREES IS MOHIRR SHRUBS AND FREES SHALL BE PRUNED Y., S INI.AU AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. CA ME C PLMI MILL BE REQUIRED TO BE IN EXCESS OF M : AFNC ETHEMIENINOUIREMTS OF THE MB GUIU S ANO /OR THE ORDINANCECE REQUIR EN SATE FOR E 0HJ IMPACT THETCTHTHE WORD RPROPOSEDE, INCLUDEINC BUT NOT UMITE TO MEE USE OF LARGERUSSUNCLMDDT CALIPER TREES, ADDITONPL EVER(IREEN SHRUBS ANp CONTINUOUS INIERIOFR PLANTING IS.ANO; fiFNERAI. LANDSCAPE REQUIREMENTS SUBM T PLANTING SCHEDULE SHOWNG COORDINATION OF NORMAL PLANTNG TIMES WITH GON'TRUCLON SCHEDULE FOR OTHER (RELATED) WORK 2 LAYIniT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR RENEW D, ARCHIT:CT PRIOR TO START OF PLANTING I 74 IC 3. PLANT SIZE AND WADTY PROVIDE SIZES OF PLANTS AS SHOWN OR r I 3 UA SCHEDUIFI CONFORMING TO ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK - FOR SHAN AND (QUALITY LAIPI PI ANTS R M7Y BE IS EXCEPT ESTABLISHED IN ANSI 01 5 FURNISH GROUND COVER PLAN tS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL FINAL ACCEPCCEPTANCE, 7 WARRANTY" PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST II DH AN!I UNHEALTHY CONDITION E %CEPT AS MAY RESULT FROM NEGLECT BYEAT ONNER, DAMAGE BY OTHERS. AND UNUSUAL RHENWMA BEYOND INSTALLER'S j CONTROL REPLACE AT OPTIMUM PLANTING TIME 0 e. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANYT SHQ" AS AVA FOR F '\REUSE AT `ITS. PROVED CLEAN, FERTILE, FRIABLE, ACTRAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE 5 PROVCE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICHUAKN01W1TOIMPROVEPHCONDITIONOFSOILFORPARTICULARPLANTMATFRAI TORE PCPLANTED MI% PEAT HUMUS FS 0 - P -166 MT TOPSOIL IN TC RATIO OF 13 FOR USE IN PLANTING. FOR BASS OF DOANTI , ASSUME TOPSOIL WHICH HAS NOT BEEN STPIPPEO IS 4 IN DEPTH. p E' er 10 FERTILIZE TOPSOIL FIX. PLANING TREES, SHRUBS AND GROUND COVER MT A 1D -5 (SZ NITROGEN O>. PHOSPHORUS AND 59. POTASH) GOMMFRCIAI FERTILIZER, APPDED AND MIXED AT RATE OF NOT LESS THAN 025 LOS PER CU FT OF SOIL AND 1 / HUMUS 11 FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH - NITROGEN CONTENT COMMMCNL FERTILIZER L CONTAINING 4Z PHOSPHORUS, 1% POTASH AND NITROGEN IN QU THSUFFICIENTANTITYTOSUPPLYNOTLESS AN 1.0 LOS OF ACTUAL NITROGEN PER 1000 SG FT LAWN AREA II I PLANTING SHRUBS. 12 EXCAVATE PITS OR TRENCH TO 1 - 1/2 TIME DIAMETER OF BALLS OR CONTANERS, jJ -I WI AN SPREAD ROOTS AND 3 MANAN REWIR fATTH POSMONINO PROPER HEIGHT UGHTLY COMPACT A LAYER OF TOPSOIL BOTTOM BEFORE PLACING PLANTS BACKFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS WATER THOROUGHLY AS LAYERS AREPLACED APPLY2OHMGRADE O PEAT W STRAW I O OR R OMENI)RECOGNIZED ORGANIC PLANTINGIM ULCH MONT SHRUBS TO REMOVE DAMAGED WT STRUt:TURE AND REMOVE NOT MORE TAN 15 O' F BRANCHESAIURAL SHAPE. THIN 1 1 PUNTING GROUND COVER 14 TILL SOIL TO DEPTH OF IC 11 AREAS MHERE TOPIM HAS NOT BEEN STRIPPED I lj I 15 LOOSEN RADE TO DEPTH 4 IN AREAS WHERE TOPSOIL S BEEN STRIPPED, All. . IRSP IX' REAL TOPSOIL TO DEPT OF OTHERWISE 4'. EXCEPT AS OTHERWISE INDICATED Cl ,1I I 16 SPACE PLANTS 2' -0' APART BOTH WAYS EXCEPT AS OTERMSE INDICATED DIG r a z ° N N 0 Z w J O LL U Q Q Q U Z Q 0w L Z 0 ir NN W N W FQ Z Z NZ ZW[ h W O _ 11^^ De> N ul Z I L W I w J 5 O .. J J W 0 wff0 p Q IL U OD a0LL HOLES LMIG'_ ENOUGH TO ALLOW FOR SPREADING OF ROOTS COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE MADE SLJGHTLtDISHED AT EACH PLANT WATER DRAWN BY THOR01JON Y APPLY 2'' MULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW G BED. LIFTING jCIBLIPWL , _- I it U DR OTHER RECOGNIZED ORGANIC PLANTING MULCH OAR ENTIRE PLAN TIN PLANT FOLIAGE ABOVE MULCH. CHECKED B Y': 17 DURING PERIODS OF HOT SUN AND WIND AT THE OF PLANTING, PFONDE SRC PROTECTV' COVET: FOR SCVZRAL DAYS DATE LANDSCAPE MAINTENANCE 9/ 17/07 COMPLETE F A GA 6 D AYS OF W6k INCLUDE YW4TTEERI PROJECTE N0. WEEDING CULTIVATING, RESTORATION OF GRADE„ PRUNING SHRUBS, PROTECTIO14 MOM INSECTS AND DISEASES. FERTUZIN AND SIMILAP OPERATIONS AS NEEDED TO ENSURE NORMAL G OWTH MID GOOD HEALTH FOR LIVE PLANT MATERIAL SHEET Attachment C 9 Albemarle County Community Development Engineering Review Compliance Certification I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist. Signature Date FLOW AUTOMOTIVE VOLKSWAGEN -AUDI - MAZDA - PORSCHE RIVANNA DISTIRICT TABLE 1: SHEET INDEX TITLE COVER EXISTING CONDITIONS AND DEMOLITION SITE PLAN GRADING PLAN SITE PLAN NOTES AND DETAILS SITE PLAN DETAILS SPECIAL USE PERMIT APPROVED DISPLAY PARKING PROPOSED DRAINAGE AREAS FOR INLETS AND PIPES PROFILES DRAIANGE CALCULATIONS STORMWATER MANAGEMENT PLAN STORMWATER MANAGEMENT DETAILS STORMWATER MANAGEMENT DETAILS EROSION AND SEDIMENT CONTROL NARRATIVE AND COMPUTATIONS EROSION AND SEDIMENT CONTROL PLAN, PHASE I EROSION AND SEDIMENT CONTROL PLAN, PHASE II LANDSCAPING PLAN LANDSCAPING PLAN DETAILS LIGHTING PLAN LIGHTING DETAILS SHEET T -1 E -1 S -1 S -2 S -3 S -4 S -5 DP -1 DP -2 DP -3 SWM -1 SWM -2 SWM -3 ESC -1 ESC -2 ESC -3 LL -1 LL -2 LL -3 LL -4 ALBEMARLE COUNTY, VIRGINIA h) Y PPROXIMATE LOCATION of rrEs k 999..yy r ryy J r war r R MMI r y € I -64 l Y ,X RAILROAD TAX MAP 78 VICINITY MAP SCALE: 1" = 2,000' FLOW AUTOMOTIVE Owner &Developer 12/12/06 TABLE 2: REVISION INDEX REV.DATE DESCRIPTION OF REVISION (ALL CHANGES LISTED)SHEETS REVISED 0 12/11/06 INITIAL DESIGN ALL 1 01/16/07 REVISED PER COUNTY COMMENTS ALL 2 02/21/07 REVISED PER COUNTY COMMENTS ALL 3 04/05/07 REVISED PER COUNTY COMMENTS ALL 4 09/24/07 REVISED PER NEW LAYOUT ALL 5 12/28/07 REVISED PER COUNTY COMMENTS ALL s.v6 PdL 4A."." GENERAL NOTES 1. OWNER \DEVELOPER: Flow Co P/01425P /ozo Drive Winston -Salem NC 27103 o tact: Mr. don Speight336 - 760 -5211F 336 - 760 -7005 2. ENGINEER: COLONS ENGINEERING 800 E. EFFERS0N ST. CHARLOTTESVILLE, VA 22902 TELE: (434) 293 -3719 E -MAIL: ScottdColllns- Engineering. corn CONTACT MR. SCOTT COLLINS, PE J. TAX MAP NO.: 07800 -00 -00 -01500 & 07800- 00- 00 -015EO 4. ZONING : HC/EC & HC 5. USE : CAR DEALERSHIP 6. MAXIMUM NUMBER OF EMPLOYEES 20 Z ACREAGE (TOTAL): 1.95 +/- AC. (TOTAL FOR 2 PARCELS) IMPERVIOUS.- 2.22 AC (TOTAL, INCLUDING ADJACENT PARCEL PER SDP - 2004 - 00027)ISLANDS.- a 10 AC. OPEN SPACE : 0.10 AC. PARKING SETBACK: 10' 9. UTILITIES SEWER: COUNTY SEWER - AVAILABLE ON THE SITE WATER: COUNTY WATER - AVAILABLE ON 714E S17E la DRAINAGE DISTRICT 11. WATERSHED: SOUTH FORK RIVANNA RIVER RESERVOIR 12. DRAINAGE THIS SITE WILL DETAIN STORMWATER RUNOFF BASED ON THE INCREASE IN VOLUME AND VELOCITY OF THE STORMWATER. THE WATER QUANTITY WILL BE ACHIEVED VIA THE USE OF RAINTANKS (AN UNDERGROUND DETENTION SYSTEM). THE WATER QUALITY WILL BE ACHIEVED THROUGH THE USE OF FILTERA INLETS 13. TOPO & SURVEY TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & ASSOC/A7ES,SURVEYED IN 2003. PROPERTY WAS FIELD VERIFIED IN NOVEMBER, 2006.14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND U71LI77ES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARLING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS N07E.- COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAU77ANS SCHEDULES, OR COMPLIANCE WI7H LAWS AND REGULATIONS WE SHALL NOT ASSUME RESPONSIBILITY FAR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. EXIS77NG CULVERT D DROP INLET & STRUCTURE NO. CURB & GUTTER EC -3A DI TCH 6" DEPTH OF EC -3A DITCH EC -2 DITCH 6" DEP77 OF EC -2 DITCH EARTH DITCH DRI VEWA Y CULVERT BENCH MARK VDOT STANDARD STOP SIGN 200 EX1S71NG CONTOUR 20o PROPOSED CONTOUR 471 7HE TOP ELEVATION DENOTES 7HE PROPOSED ELEVATION405.0 OF 774E RETAINING WALL & 1NE BOTTOM ELEVATION DENOTES 7HE LOWER EXPOSED PROPOSED ELEVATION OF THE RETAINING WALL. 411'3 PROPOSED SPOT ELEVATION R27' 27' RADIUS ON F/C TAX MAP: 07800- 00- 00 -015D0 ZONED: HC /EC TAX MAP: 0780 - 00- 00 -015E0 ZONED: HC SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER ZONING ENGINEERING BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFI CIA ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION z 0 a_ X zWz z O O O O WOOOZUUUZU W a a a a Q 0 0 0JWWWWQV)1)V)V)r Wa'Z Ce Q i 1 N O N0 I IA rz °' N z H 0 z N w4 ? co 440 1n 0 w 0 W O o LL 7 Q z O W N W N Z _Z f' WW z X > (3) W ulJN nn z I I YI o>0) Z WPM I °w W X U0oILLVDU0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET T -1 H Z W f f O U r D O U W a D W N w a N N wuvW LLU /w \ D.B. 2081, Pg 736V) D.B. 2081, Pg 738 PLAT \ o ZONING: o w 0 TMP 78 -15C \N/F ALBEMARLE COUNTY SERVICE AUTHORITY C i1D.B. 1240, Pg 287 \ o EXISTING TREELINE IoD.B. 1240, P EX ASPHALTP929.1 PLAT _- ( IZONING: HC —l EX ASPHALT \n TBM: CHISED \REOVE _ OHE /3 C .NSTRUXISTINGPJPIN w;/ \ SQUAR COR. N / \ / TION O PROP SED cc LEV= 408.77 /o ---- - °' ST. RM SE ER QD = DI,ccWAD83WATER / l k lxl - : 9 — 4.. WL 1N VfALV s ` 4 „ THtS AREA E) `' 2 E` 34" ' -\ -` oSD \ t GRAPHIC SCALE ='` (30 v\ , 2 ' y N 03 °39' 18' 3 0 70 y/. eo , \ \ 395 -- E 266.41' ° ITOP408.77 I IN= 403.50TMP78 -15E p ON /CONTACTOR - — _395 - -FL RICHMOND, LL 39 + INV OUT= .70SHA CAP EXISTING WATE DOW 1313 RICHM C 395 2809, gP 149 SERVICE LINE TO PAR EL D.B. 28 9, P 153 PLAT '* !- ; _ .- - - I inch = 20 ft GRASS 0.690gACRE 1T ooHT J Z NED: HCm _ o ASPHALT l 12 C / A• \ b b o / (.0 \ ~ 36" PLE7SYC. 14" ° 6 36 MAP \j/ X - c " \ C. / /"MAP o / I co D 3 CO / / < YC. o R EM6V E z95 / \ \ \ ( STING PIP 400 - SLOPES Ty /LISTING ENTRANCE TO THIS PARCELfTOBEREMOVED. SHARED ACCESS / REMOVE ALL 7 BE V o / SHALL BE PROVIDED THROUGH / EXIZR G I / 16 MULBER405 — - - _ _ _ _ ,_ A \ ACTED EXISTING ENTRANCE T8O ( N _ -___ = ____ __ I _ ps ` /; = \ — X / ; OPERTY, SEE SHEET S -10931 \ l 0"SYC. (i V 1 I i E 40.48 oCHAIN- L 4 EX. GRASS ` \WtFENC M1' s r '.. \20"TREE0 / '' / c / IRF I REL CAT' xRASS 77,I IT U LI O r) /o GRASS R AIM I LOATION NAIL 3 `"• OF XISTING FO DCI fQIAVELE / I CL ASPHALT r II / Ep 00 GRASS , 125. G I o `- .- ° / CLOSURE 2 ` -\ \ ' \ 4 J -- AtdD . A Tj . SPHAL (; g. EP REMO s \.RE CE EXISTFING % % . . IR I2AS \ \ \ \ I • . . : LIGHTS (TTYP.) : . — 0 TAN GRASS \ / j EXISTIN ENTRANCE TO IKEX. 2q . . . . : / : : \` BE MODIFIED TO 8" ` I Q O _ 'iEGR . EMOVE AN,4 _ CURRENT VDOTX584,. P SjeMEap . / PLACE EXISTIGI ` • N STANDARDS, SEE SHEET S -1 y \ LI TS .(TYP.) 3-SE ) EXISTING ASPHACT 'TO BEEXISTINGASPHALT1 / . - 1 -STORY METAL BUILDING \ 8 » • , 0, STORA — — i REMOVE EXISTIN "SP4ALT REMOIED,AND IN SOME j . / -•-. 7 C a (SERVICE DEPARTMENT) \ V TANKS PI,AE3 'OVERLAYED: SEE. / ,.: . ,_ II n (/) ( \I ° ELS - FOR AREAS.6F : : / . j : / ::E FF= 420.28 X \ 410 i` .. OVERDI`MI#. /: ESCISTJNG : 7 TMP 78 -14D ry / O JOHN & JANlCE LINKOUS \ OG. 1 `-- - - % EXISTING IvIECCHANICAL ,CONCRETE w ° Z O C D.B. 1025, P 239 EQUIPMENT:TO.BBEJyEkOEXTED : SIDEWALK N / _ - 3 g r r REMOVE EXIANG. SITE : . '` . . / /< mD.B. 499, Pg 409 PLAT on o "' 8 "DOG. N 1 :RETAINIPJIG VALL ,/ , Ex A T : \ / / 1 .373 ACRES o J ' - CONSTRUCTION - OF : / a : / / / c (JOHE •PROPOSEDE BUILDING ./ /DZONED: HC » ,, : / / a'3 8 / SEPTic: PIjMP; / -- " MOVE EXISTING co RB, GUTTER, AND O O O' .(& TAtyK?j ', co / : n CONC GRASS: SIDEWALK SEPTIC TANK EX SI NcoEXISTINGiw1252W 42 10 ? / / 1 -STORY METAL BUILDIfNG W z _ m ASPHALT (SHOWROOM) U EM 0 WL 1 #1313 RICHMOND ROADU O/ TMP 78 -15D EXISTING SIGNS REMOV ANCssTOBERELOCDCOASALT8 "DOG, ,[-- / I X FF =4 JOHN & JANICE LINKOU`.S / PLACE E ISC a 5 I? ATEIiCrrL a o cF ' a PUMPE ' A » NTOR r U 17.23 D.B. 1025 PI g 239 FF- 422.24 X LI T (TYP. ti ! z D.B. 456, Pg 3 PLAT EX WATER 1.257 ACRES a05VALVEZONED: HC L j "' \ •- ss ' ''- I ( EX SI . c z E 7 WELL / .4 „ CEDAR o ® (ABANDONED) I /o OHE,OHT * I v \10 D0G ” ha wtw > 4 Y 7 M V . >, / / G x cor>y / :EX; : F:H. BRUSH SS pUGT t - W / vG/ G I / .B. P fESM" . 7`) '= ASPHALT / Fes- I 9388 -!B.: 1.139 Pg n 0 REES - 332 pLEGEND R _ _ n n ! WLui IMPACTED CRITICAL SLOPES NOTE --_ --% l_ SMALL TREE i / 4 CENTEL o (ON -SITE) TELE. ESM T _ CRITICAL SLOPES ® 1. SITE DOES NOT LIE WITHIN A FLOODPLAIN, SOURCE: FEMA MAP* 51003CO287D, = _ -- — — — — 1 P 578 PANEL NUMBER 287 OF 575, EFFECTIVE DATE 214105 N EXISTING SIDEWALKS 2. 0.16 ac. OF CRITICAL SLOPES TO BE IMPACTED WITHIN THE PROJECT LIMITS. --, GRASS 3. 0.01 ac. OF CRITICAL SLOPES TO BE IMPACTED OFFSITE. U V Q EXISTING ENTRANCE ...: : 4. TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & ASSOCIATES, \ j SURVEYED IN 2003. PROPERTY WAS FIELD VERIFIED IN NOVEMBER, 2006. \ / W EXISTING TREES 5. THERE ARE NO STREAM BUFFERS AND WETLANDS PRESENT ON THIS SITE. \ ASPHALT U 6. ALL TREES ON PARCEL 78 -15E AND THE TREES BETWEEN PARCEL 78 -15E AND THE \ EXISTING GRAVEL CROWN DEALERSHIP PARKING LOT SHALL BE REMOVED. \ IjEXISTINGASPHALT3 \m TO BE REMOVED \ nCI O b EXISTING STM STRUCTURE i \ TO BE REMOVED -!NSTAtL_ LOU TRAFFIC RAT -MH LID IFLUSHWITWIPAVEMENT TOP= 21.01 o 1 INV= 412.00 / RV.OUT= 411.75 / CAI 1 2 GL ENTRANCE TO BE MODIFIED-TO r CUEI'4'fVDOT C I NDARpYSEE SHEET S -1 l EXISTING ASPHALT TO BE i REMOVED AND IN PMF PLACES OVERLWED. SEE SHEET S -2 R AREAS OF DIP CVERLAYMENT. a W RASS / I IpHT I l I I I n ( ' 11 FA gG`I IAz o W o o J o z Q rylfa 4 W ZZ oJ f Q 00 o °- U~ L- Q o o z:i D o Q w Z 0 N W N W Q Z z W0 l > rn NZ zWMWOJM tn 1N WV) 4 z LL W LL d' J DO J —i w Wff O U O Q - V 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET E-1 0 F IZ th z z zWwww U U uUO z z z 0 3 O O w OZ 0 V)w w w w a a a a D DJwww wQHHHH w w j w a w Q U v o 1 4 O N N Q N O N 0 0 o gG`I IAz o W o o J o z Q rylfa 4 W ZZ oJ f Q 00 o °- U~ L- Q o o z:i D o Q w Z 0 N W N W Q Z z W0 l > rn NZ zWMWOJM tn 1N WV) 4 z LL W LL d' J DO J —i w Wff O U O Q - V 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET E-1 1 TMP 78 -15IIN/F ASBURY AUTOMOTIVE NORTH CAROLINA w REAL ESTATE HOLDINGS, LLC z ZONED: HC (AUTO DEALER)Z \ D.B. 2081, P.G 736; D.B. 2081, P.G. 738 PLATLi z - - -- ( J O G APHIC SCALE C cN 20 0 10 20 40 so0 u CONTRACTOR SHALL CAP o 0 EXISTING WATER SERVICE IN LINE TO PARCEL. I - 1 inch 20 ft. 0 N . i OHIE 7 8WATER o - 4 ., VALVE I N 38 L WL IN - - -4 SD +,. _THIS AREA I WL ___ - -- . (E 24" 1N--. `^ 2 NOTES / 1. SEE SHEET S -4 FOR EASEMENTS 2. SEE SHEET S -3 FOR DISTANCES o EASTIN WALL TO R MAIN CONTRACTOR TO FILL AR UND WALL P MAY BE REMOVED TO ENSU WALL ILL B COMPLETEL BURIED. 1 W = + z w \ Q a LL O w w \ 0 rn TBM: CHISEE SQUAB , C0R. DI, EV= 408.77' t1 3 _- . _ g E 34 w vv I k ? _ VDOT STD. ``' _ I o / _ - - - -- - N TMP 78-15C APPRO ,X: I _- G -6 YP: Y3 _ — — _ 39 OHS` - _ TOPS -- 408.77 LOCATION — — - _ — IN 01= EX. 4 ' CO S OWL - oo I V. NE 70 2 ALBEMARLE COUNTY SERVICE,UTHORITY - / GE L TEL .EAS T - t 10 +13.80W/L ND SLA S D.B. 1135, o _ZONED: HC (SERVICE UTHORITY) P g - -OH oHrp - j VD/OT ( TYP.) DO _ - O 0 E ,SPA _ - SP ) S. SPLAY 2 ISPL I L / Q \ ]: I !13, $DACE$) _ ( $PAC S) I PROPOSED R/W 1'5 DISPLAY " = 20' 'DR DIS TO BE DEDICATEDJ1I1/ 2 OT0,. ` _.._ - - -- -- - _..._ ..__ - _.__- - - - -_ __ -_ - - - -- y l 20'TrP. I Y -- J VAIS s.. - - -VDOTVOTT D C VD 0 - - - -- _. _ _ _- - _ : - r _ 6 TOTAL IMPEERV000 - D i CG 6 (TYP. CnAREA23;000 sf \ LE \ is' o ` (I" _405 _- - _ / 50 STRIPEDTIE - -T6 - EXCSTING" 8- I / o I18 / _ TRANSITION - --NITcRY - - _ _ . __._ I r r 9' -ES ES /VDOTT S TDB EXTEND PROPOSED i D It G ESM . x-18' CG- 6 YP.) = Z C o CURB TO TIE -INTO - c -- - EXISTING CURBLINE VD07 ...T . - TYP VDOT S 1 PROPOSE D 5' rnCG -6 TY :) 1 , - , CG -2 YP.) 9 .ap7 Q I / SIDEWALK o IV T 6'i. m O C0STD / RO OSED oK PROPOSED - -- UN1 BL C-HRB - I DR NAGEQ_ I DRIVE 3 ' PLAN - TINGJASEMENT ;5' 0 SS 405 } - / ST&1P' D T S D. VDOT STD. 2 T P. G -6 . /t \ 29 EX 1 ss cr \ _ R4 ( ) ( TYP. P e e 1 73 0 - -- 3 _ oSPACEMPoye1E , S 1 o I __ - - R4 a° I + VD O T SAD: a __ SER y 1CE A o, f \ Pf20POG D ARIABL- LGMDTH - _ ' S o -11 1 \ INGRESS /EGRESS E - " CG -1 fa"EWORK c 11 E SEMEFF 2 EXISTING PROPOSED OVATE SIG I ENTRANCE 0 o - PRBP(EDy_ 1R_ WIDT_ H _ of JOINT ENTRA TOVAR. IDTH LIT 1 o \ VD) R LINE C - INGR GBSS ° $ERV -E IT. 1 R 2.5 TD - - U M A SEMENT — i w I , FTdhP78 1 DAN D h NSF 2 4 ' _ BLO K P z° FL 78 -15E AP OX. LOCATIO O ° LINE PROPOSED BEo • / R OCATED ISTING ' 1 - -- 6-' DOSED ST a I vI _ DEDICATED O VDOTIUMPTERPADS .. \ 1T - I'GDO STD. ' — 5 ° _-:II2CGTYP.) 20' rNGRES _ o °pp — BAR SEE SHE T R -3 FOR FULL v I — • 4EGRES EAS // I 1 11 /o - I EDGE OF PAVEMT LAT - - 1 E VDO STD° i 530' SI HT DISTANCE DIAGRAM L 1 $T _6P 20 S/ CG - SIDE K0 I -I DOT STD. --1 CG -2 ) 8 SPACES Go\ 1 1 20 PROMS AR. WIDTH CG -115SIDEWALK, =, / 1 INGRESS /EGRESS 8 CUSTO ER (2 PIAC ) '1 O NT 4 0 P,ex 10') 7_[DI PLAY j ZI — PROPOSED AU l OMOTIVE _ 2 HA IC I I 1 a ' TYP P i 1 S O R - ° ° °aa - - - - 12 SPACES ) 4" PVC S/L SHOWROOM OFFI °ore I TOP sicN ERAL ,AND SERVICE B LDING ° x LOCATIONI - - - _ Sr!!kv E - 110 YP. I _ r"1 OHE GROSS FLOOR AREA= i "F Y 6I _ 2 OFFICE 1 3440 Do m - /C R / 0 4 SPLAY TYP Co — f 417.24 ----- —g / VDS-TD. _—C CG -12 ---0 TBM: NAIL TMP 78 -14D Imo_ 3 C STOMPK1 10' / ° CG -12 35 JAICE S. LINKOUS ;o ELEV= 419.79 N Lu I — CO ° ° `- +VDOT STT BUM ,. N CEZONED: HC (AUTO DEALER) 1 0 6(TYP.)1 I_ _ _ LOCK PROPOSEDI111oHG? 9 (7 SPACES) XISTING 1 / 3' PLANTING --1 0 5 OFFICE MECHANICAL ! a p STRIP w _-- -- , 1 w - Mr 2 CUSTOMER EQUIPMENT TO BE o1 12 T. , z \ 18) RELOCATED TO ° r FC LOC 47.25 OFFSET I1GXTHEBACKOFTHE18TYPYPFMRT .250 CA, W/ A w \ _. \_ 1 —_ 1 10 i p RADIUS F 1098.67'E o W ' BUILDINGS Ln J `J \` ` 1 - -. - ' CO / ` -' J _ - - SEE SHEET R -3 FOR ULL - - 20.1' T 530' SIGHT DISTAN E"' " 4` _ / / ' Ex EXI TING SANITARY SEWER y TO BE D ED R AT2TED - r WATER $ VIC RAL BE _ _ 0' TO BE DE ICA D - -_ _ -ac. _ / o VALVE UR ATE O / TIPYa ` OHT 4 AB ND ED AND APPS I i E Bea° °a I N VAIN 412.00 - - J / / / / I , VD ev' OU T- 411.75 I I 1 GL o - -VDOT STD. OHT 4 "CEDAR \- CE1'IER LINE ' Qoc. -= _ - \ CEN ER LINE (9ACS o - V ° / DTURNDOTSTD. ° E E \ ° i NE STAERVI - -E YP ° 1 _ G 21 — ACES -Gp LINE SM'T. / - n ' `NOTE '` HE / r --- 20 ' D.B. 1727 P L _6WANT - 9 588 y - tZ n D.B. 1139, Pg 78 LINE C 1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE. SEE S -2 FOR PROPOSED GRADES. SMAL1 TREES' ° 1 1' STOPBAR /o G AREAS _ C1 O n - -- - - _VDOT STD. ° 2. PROPOSED PARKING AREAS SHALL NOT EXCEED 5 /o GRADE. SEE S -2 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKIN ___ - - __ __ _ _..VEROp- / — 2 LL U. - _ ELF - / N ( ` V , `.;' -_ "- StutALs 42Q - SHALL REMAIN p - — 8 "Dlp W ` SEE SHEET RFULL ; I D IJW3. PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED 6. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED _ - 530 HT DISTANCE DI A 4. SEE SHEET R -3 FOR TRAFFIC GENERATION TABLE & PAVEMENT DESIGN TABLE. `" - -_ __ - _ - _ (-` - - - Y _ , OHE o L / - STOPI & RDAD j i I S. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE I \ v - `` --- - - - - -- ^- ' Hr - SION L OCA Tl lam'IN V - SMALL TREES - c ._, 425 CENTEL TELE. E_SM'T. - - -- %/ / t, + . B $.- 1 i39; P7, THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILDING IS 45'. \ - _- --- g 578 oHr8. THE MAXIMUM IMPERVIOUS AREA IS 23,000 SQ. fT. 9. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON BOTH THE EAST AND WEST SIDES OF THE Z _ - EXISTING BUILDING SHALL BE RELOCATED TO THE BACK OF THE BUILDING. \' NOTE: ALL BUILDINGS TO BE U - - - -_ - - _ ! ; ,iC 10. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. ON COUNTY WATER AND 11. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY \ SEWER / I , I + 50 = ~ PAID PROFESSIONALS. ADDITIONALLY 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS AND THE PARKING STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (i.e. 9'x18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS) w% 12. NO PARKING MAY OCCUR IN TRAVEL WAYS. Co Z 0 I_ a QY Ul N N H W z z Lu f f f O O O z z z Q 0 0 o wzzCD W a a a a 0 O a DJwIninin 2ul I LLI Q i N O N 1 O O O O Lo Lo x c ` z J o z w 4prt ryll Oa 4 ui 00 F um ul Fm Q V Z N O W rn NW QZZ W Lu OZ W J MZJ ui 0) Z WPM J LL LL 0 0<E V 00u0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -1 H z W f f 0 z 0 w w a in w t 0 00 N N Z 0 F- a Ei Ul W Z w 0 W 0 r U ZD 0 O 0 w V 0 w a U) w a 0 Z O w oC w W 0 N o 0 N ao o Ln QIco jA f U Lo x a " z J H z c g i00 4 o wz w Q a O z 0 LL 0QQ Ow QQa z N _ LL 0 W N W N Z Z ww z >0) W Usti Z_lAUl050 Z X UJ UJ W M J w J wOw W x0oIUou0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -2 SIGHT DISTANCE LXHI&1I SCALE: 1"=60' 9 I11111111111111111111111111111111111111111111111111111111111 9 SURFACE COURSE SURFACE COURSE 1 • . , 'f• }Iir• *I..' \fir•: • .1 • 01 ASPHALT PAVING - PARKING DRIVE AISLE ASPHALT PAVING - PARKING SPACES 4. Nn S(:AI F NO SCALE 0 34 N N3 UC Iltlllllllllllllllllllllllllliltllillilllllllltlillil NA , . COMPACTED SUB GRADEDE LOc.. 31 ASPHALT PAVING - MAIN ENTRANCE ACCESS AISLE s" NO SCALE 0 a PA VEMEN T EXHI BI Ts C SCALE: 1"=30' Ld \CL 0 a - a. Q0 I .3 L AR IN SP CE T ICA ) I I OVERLAY AREA 0 LL CL PARKING SPACES La AKIN S AC S (TYPICAL) IC Q 3 P RKI G RI E Q Al LE T CA ) d MAIN ENTRANCE L ACCESS AISLE a 0 _ 51 I I mill I 4 0 OVERLAY AREA 2" TERMEDIATE COURS 6" BM -25 INTERMEDIATE COURSE g "ASS COURSE VO #21A COMPACTED SUBGRADE Table 3: Traffic Generation Summa j l Traffic Generation Summa Location Use Num. Units,ADT /1000 ADT Source I a SF SF At entrance Car Dealership 9700sf 33.34 324 ITE TRIP GENERATIONS 7TH EDITION - Pavemmut Design CODE 841 ASPHALT PAVING -ROUTE 250 TURN LANE NO SCALE TRUCK CIRCULA TION EXHIBIT SCALE: 1"=30' i I JIIIIIIIII i; VARIABLE W1D TH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) 8'x11' CONCRETE SLAB 7" THICK SLOPE TO DRAIN TO GUTTER 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 67x6" W2.1xW2.1 WWF AND BROOM FINISH CONCRETE SIDEWALK NO SCALE 3_0 Table 4: Ravement Design DOT Pavement Design Guide)_ j I 0 rtz.•rrtza ' I I 3_0 Table 4: Ravement Design DOT Pavement Design Guide)_I 0 I I I I a Pavemmut Design z z Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Main Fitmince Access Aisle (80% trips)260 10 360 5 5 10.87 sn 1.5 1.67 bm25 3 1.6 21A 6 0.6 10.91 Parking Drive Aisle 100 0 100 5 5 6.41 sm9.5 2 1.67 bm25 0 1.6 21A 8 0.6 8.14 Parking Spaces 100 0 100 5 5 6.41 sm9.5 2 1.67 bm25 0 1.6 21A 6 0.6 6.94 Route 2501 Turn. Lame 260 10 360 5 5 110.87 1srn9.5 2 1.67 b 1.6 121A 6 10.6 11.74 CONCRETE TO BE A3 IF CAST IN PLACE, 4,000 PSI IF PERCAST. 4" Min. GENERAL CONSTRUCTION NOTES FOR STREETS THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 1. Construction inspection of all proposed roads within the development will be Made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater Is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval, 3. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County, All drainage outfall easements are to be extended to a boundary tine or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction, Additional guardrail may be required at locations not shown when, In the opinion of the County Engineer, or designee, it Is deemed necessary, When guardrail is required, It shall be installed four 4) feet offset from the edge of pavement to the face of guardrail, and roadwayshoulderwidthsshallbeincreasedtoseven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are Installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation, Shoutd the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, In the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross - drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera Inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VD T's video camera inspection procedure and with a VDOT or County Inspector present. LIST I. GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE WRG /NIA DEPARTMENT OF 7RANSPORTA7701V (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANC/ES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONS7RUC710N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3 EROSION AND SILT4710N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER7ICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARf TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA71ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WI7H 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETF PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAn0N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC710N INDUSTRY (29 CFR PART 1926). 4 2" RTOPOFCURB f 6" d 7 ' I d A d . 4" MIN. oUwOw- VDOT 157, 168 OR #78 6" 6" STONE BASE UNDER CURB. STANDARD CG -2 NO SCALE 6" - 2' - STANDARD CG -6 CURB & GU TTER NO SCALE VDOT 157, 168, OR 178 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND /OR BACKFILLING. NOTE: PLEASE SEE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAIL. MOUNTABLE CURB 4 8'x11' CONCRETE SLAB 7" THICK SLOPE = TOWARDS PARKING LOT 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 67x6" W2.1xW2.1 WWF AND BROOM FINISH 21 -A, 7" THICK DUMPSTER DETAIL" Z 0 a z zzWwww 0 0 0 0 Z Z z g 0 0 0 ZZ c a o-w a a 0 J W W W W a w ww wZ W io co o 0Q 0 0 N O 1 NNei It it o o O 0 GI NIAIA r o w c z E• o J o z Ul U) LU Ln J Q W 00 0 Q LL 0 a iogg Ln Q V Z O W0) NW QZZ W W Z 0 >0) W (n JN ZJMUl00) Z WPMU_J J WX0oQu. V 0U0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S-3 4" 21 -A STONE BASE 7 c e a i i i I i s l i L L 2.-grgM LA'WRALS TAPPW INTO AN ENSTINQ Al ly !Iy K CONIIl CTED UW A Pf'E E AS "OF, IIR` A040 - 110-11 D EWAL. 3MNMW GRAS FOR SEW SERWX COt+i =T10N *tAL N . (1 /e fooT } 4.ALL SEWER LAMALS SHALL HAVE A MOO" DIAMM OF SAIL SEWER .LATERALS SIAL . HAVE A MINIlMUM MY" OF 31 FEET. 7 - SALT .-O TREATED h"WISI" GROUND & AA' 4 IYlIA€'#t' I MAIN LINE IN LINE WYE --TEE PLAN it 0 u a i TYPICA4 SEWER SERACE LATERAL CONKEPT1 i T.S, A4. t-2 i $ OT 0 PLACES ) V EXTENSION 4 4 , ;2 - , lu AL ME " 5,/8 - 1 METER mom: I W- GENERAL NOTES t 2. EpT DETECTMLEE WARM10 WtALL 6E PR BY 711110MYED DOMES. WITNTMff eITCALAO[ i9 r1! Ru LirIOTH E OF THE TRAVEL OPL BBY IN L 06M N T DIRECTION OF A11H MAY eE t IrITM &AL6F TI[ S TYPE A 3. FLOW OR BYs PEA ac aTr1 WITH Y " eiiS. PERPENDICULAR 4. F RAMP FLOOR III OR. IMST CC PRECALT HOLLU MUST K PROVIDED FOR DOWEL BARS SO WCA RMiP FLOON TSWYt K IX A- 4.. CEbENT OF 6. REp fEp BARS ARE TO BE N0. 5 x 6• PLACED TCENIER TO CENTER ALONGOONCCOYNts"E nAm uD4wiH of RAMP FLOOR. 101111M UM rI Ja L WokL = AD A F an ECUI iOURNeARD OUTtERTO RAMPS TYPE 8 7• rW TiE i RF i ?iEY w 'ITTO ° O P °ROV961 iM IWA c D PARALLEL WITHIN at 1IpW NA r w T raw ai6slr ol LOCATED ON RMB PATH MtA AOCEISM IV A FACl1TY 7MT CM BE JPt"OAt'iED.I7ETERED AND USED BY PEDESTRIAIM T X IAr 4M OF A T rw OF PAWD; PERPENDICULAR TO THE OUR6. AT X* . WME AS TOP OF GURB TRUCIC VFOR iT TYPE C PARALLEL IM PERPEIDKxA.Nt 70. iFE Me 1MgTH 9wL N W I o n H fta /gypUSE RV L6 „ _ 2A,TIVAICATED DaIE O O O 000000 a 000000 0 a 0 a 0 a 1. 0o000000 aoa000 00000000000000 0.2'00000000000000 ; WX - LUOF DIAMETER 0 0 0 0 0000 000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T DOME • PAY DETECTAN-EWAMNG DET AL CG -12 DETECTABLE WARNING SURFACE REV. Y/06 GENERAL NOTES 203OS I VIRGINIA OEPMTMENT OF TR#APORTATION COVER LIFT NOTCH 123/8 of WAWA OAST IRON U0 1' TYPE 'K' SOFT COPPER 1'xl'x NOTE: NO SWEATED FlTTNIGS FLARED ONLY) DUAL SERVICE 1' TYPE 'K' SOFT COPPER Cl= I i SINGLE SERVICE NOTE- 1) SADDLES SHALL BE USED ON PVC PIPE 2 THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE OOPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. BEND COUPLING MUEILER NO. H -13069 1' LOCK WING NO H -13066 1 /r, 2) V vEFORDNO. L02 -44 ((1 NO. L02-66 (1 1/2') NO. L02-77 2'7 36' MIN. OR APPROVED EQUAL ROAD NOTES aT-e 1' COMPRESSION x 3/4' MALE PIPE COUPLING 9bRN ON rL,i4 xxSTKU APPROAOI SAME W A W A6 M%NE I GRADING 1.THE REQUIREMENTS TO PUGM /LL AGGREGATE BASE WILL BE WAIVED /N THE an FLOG) EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLATION OF THE Sro CG •12 i •-bee T sib co a i AT ROAD INTERSECTIONS SHALL BE REMOVED. 4/ r t. 2. J. 4'SOEMALKI S,x lA3 MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT PRIME COAT RC -250 O 0.3 GAL. /SQ. YD.). FOR ASERNCESORNDU FAMILY ExPawoN AonT BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W1774 CURRENT VIRGINIA ExrnaeN jonr A MINIMUM COVER OF ONE (1) FOOT. 2. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE 5. DEPARTMENT OF TRANSPORTATION SPEC /F/CA7101VS. ENCROACHMENT POSTS WALLS; SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO A ,.H ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED r-o- a As Y/0N1 pl TvwCK 4CTOM w WAOL" Rowws.SECTION C-C PLAN VI THE STREETS RIGHT OF WAY. 0 QONeIgICT OAtAe[ CNMIDLS wRN A vARAeOUC CAIRVe, BLASTING NOTES GENERAL WATER & SEWER 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE W774 ALL APPLICABLE 10•PAIUe04C pAV[oP'li"iiE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULA71ONS OF THE AWHORI77ES uw I i L r ---= " -3 i' COMPRESSION x 3/4' MALE PIPE COUPLING OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREWN7701V OFFICE PRIOR 70 COMMENCING 7HE W WK. I. WgRK SHALL BE SUBXCT TO INSPEC77ON BY ALBEMARLE COUNTY2. ALL FEDERAL, STA7E, AND LOCAL REGULA7101VS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED 4 yip pi N ai >e VDDTIRDR CONTRACTOR AND /OR DEVELOPER. OFFICIALS AT 774E START OF THE WORK.J. PRECAU7101VS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO 2. THE LOC47701V OF EXIS77NG U77LI77ES ACROSS 774E LINE OF THE SLOPE CNiwaE p O a ,ru i L - xx rj CONTRACTOR SHALL ON HIS OWN /N177A77W LOCATE ALL4. PROPER N07IRCA77ON SHALL BE GIVEN 70 THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE UNDERGROUND LINES AND STRUCTURES AS NECESSARY.MTER S NOT i T Rlept %CIRfTiD s W WTIEN PERMISSION FROM 774E ALBEMARLE COUNTY SERVICE AUTHORITY. THE CURRENT ED17701V OF 7HE GENERAL WATER AND SEWER 6. WHENEVER BLASTING INLL BE UNDERTAKEN IN THE VICINITY OF AN EXlS7)NG UTILITY, IT SHALL ONLY CONSTRUCTION SOECIRCA7701VS AS ADOPTED BY THE ALBEMARLE SECTION A - A D oR RuCttoinz' COUNTY SERVICE AUTHORITY 4. DATUM FOR ALL ELEVA710NS SHOWN IN NATIONAL GEODETIC GUIDEL FOR GRADE CHANGE BLASTING OPERAAONS SHALL BE 174E SOLE RESPON57BlLl7Y OF THE CONTRACTOR.SURVEY INUffi 0E VCUAC OEleIAE E MAiIYYAii p - gylpyN TwMI TN3T - Q6Tif m. nE f M MGM axm T"m aw vm) O % 3 %AyQA ql pq RAMP DflwMlA[9 iiNpNID.MEOW 1300•m00 VMI s? x 9 Low RESS TWN 300 VPO$ set e i X ... i Pa/J7 Oflf IIOR OY71iRT0 WP'010 NATOI. METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS so:ANN COMMFRCIAI FNTRANC.FS voom ouvalmr or TRNiePORTAT" V EXTENSION 4 4 , ;2 - , lu AL ME " 5,/8 - 1 METER mom: I W- GENERAL NOTES t 2. EpT DETECTMLEE WARM10 WtALL 6E PR BY 711110MYED DOMES. WITNTMff eITCALAO[ i9 r1! Ru LirIOTH E OF THE TRAVELOPL BBY IN L 06M N T DIRECTION OF A11H MAY eE t IrITM &AL6F TI[ S TYPE A 3. FLOW OR BYs PEA ac aTr1 WITH Y " eiiS. PERPENDICULAR 4. F RAMP FLOOR III OR. IMST CC PRECALT HOLLU MUST K PROVIDED FOR DOWEL BARS SO WCA RMiP FLOON TSWYt K IX A- 4.. CEbENT OF 6. REp fEp BARS ARE TO BE N0. 5 x 6• PLACED TCENIER TO CENTER ALONGOONCCOYNts"E nAm uD4wiH of RAMP FLOOR. 101111M UM rI Ja L WokL = AD A F an ECUI iOURNe ARD OUTtERTO RAMPS TYPE 8 7• rW TiE i RF i ?iEY w 'ITTO ° O P °ROV961 iM IWA c D PARALLEL WITHIN at 1IpW NA r w T raw ai6slr ol LOCATED ON RMB PATH MtA AOCEISM IV A FACl1TY 7MT CM BE JPt"OAt'iED.I7ETERED AND USED BY PEDESTRIAIM T X IAr 4M OF A T rw OF PAWD; PERPENDICULAR TO THE OUR6. AT X* . WME AS TOP OF GURB TRUCIC VFOR iT TYPE C PARALLEL IM PERPEIDKxA.Nt 70. iFE Me 1MgTH 9wL N W I o n H fta /gypUSE RV L6 „ _ 2A,TIVAICATED DaIE O O O 000000 a 000000 0 a 0 a 0 a 1. 0o000000 aoa000 00000000000000 0.2'00000000000000 ; WX - LUOF DIAMETER 0 0 0 0 0000 000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T DOME • PAY DETECTAN-EWAMNG DET AL CG -12 DETECTABLE WARNING SURFACE REV. Y/06 GENERAL NOTES 203OS I VIRGINIA OEPMTMENT OF TR#APORTATION COVER LIFT NOTCH 123/8 of WAWA OAST IRON U0 1' TYPE 'K' SOFT COPPER 1'xl'x NOTE: NO SWEATED FlTTNIGS FLARED ONLY) DUAL SERVICE 1' TYPE 'K' SOFT COPPER Cl= I i SINGLE SERVICE NOTE- 1) SADDLES SHALL BE USED ON PVC PIPE 2 THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE OOPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. BEND COUPLING MUEILER NO. H -13069 1' LOCK WING NO H -13066 1 /r, 2) V vEFORDNO. L02 -44 ((1 NO. L02-66 (1 1/2') NO. L02-77 2'7 36' MIN. OR APPROVED EQUAL FlNISHED 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FLEET BROOKS 2200 SERIES eox METH OF COVER MEASURED FROM THE TOP OF PIPE, OVER 774E EXTENSION OR APPROVED EQUAL CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,IN UNPAVED Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. C PPERSETTER (PLACED ON STONE) 8. VALVES ON DEADEND LINES SHALL BE ROODED TO PROVIDE FORD W72 (5/61 ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTUREW74 (1') EXTENSION OF THE LINE.OR APPROVED EQUAL 9. WATER PRESSURE MAY BE LESS 7HAN 40 PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED.iv METER 10. ALL COMMERICAL BUILDINGS WILL BE REQUIRED 70 HAW A BACKFLOW PRFVFN7r P 0 \-4=E BRICK AS OORPORATKIN STOP (1'. 1 1/2', 27 NECESSARY MUELLER NO. H -13000 FORD NO. F -600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTTS FIG. ' W -6 ADDED FEB. 16. 2006 EASEMENT EXHIBIT NOT TO SCALE O VARIABLE WIDTH DRAIN G. AND STORMWATER MANAGEMENT ENTS DEDICATED TO A RLE COUNTY VARIABLE W CT DEDICATE FROM r (E) VARIABLE WIDTH DRAINAGE AND STORMWATER MANAGEMENT EASEMENTS DEDICATED TO ALBEMARLE COUNTY_ 1", RAL l r L//, rp rp r p r QD i L r r 17.5' R/W i A T- E) 325' R/W P. LONE EASEMEN EASEMENT 0 IN'll, ir mm Box AUTO P) VDOT z O Z Z zwwww Q f u u u O z z z g O O O wzuuuz V) w w w w 0 a a 0. a J w w w w Q F.4 _ _ j) U) Lu I o 0 0 0 0 Q n n v Q T-i Ti N O N N N v O TI 0 0 0 0 J w In GIN IA r Lo co o E- z(J w m ¢o U) V)uj J Q 3 w 0O J U. 0 r W Q r Z d . xi 0 N W N W Q Z w C L9 > rn NZzwMWOJco U >rn I Z EWML bj 0 .. j w0 pQw V cooUO i DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -4 Q ROAD NOTES1' COMPRESSION x 3/4' MALE PIPE COUPLING PAVEMENT OR APPROVED EQUAL GRADING 1.THE REQUIREMENTS TO PUGM /LL AGGREGATE BASE WILL BE WAIVED /N THE 1. ALL GROWTH OF TREES AND VEGETATION -SHALL BE CLEARED AND GRUBBED FOR THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLATION OF THE ENTIRE EASEMENT. 077-IER TREES AND VEGETA7701V WHICH OBSTRUCT SIGHT DISTANCES AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 AT ROAD INTERSECTIONS SHALL BE REMOVED.DAYS, THE PUGMILL REQUIREMENT WILL APPLY. OI 2. J.THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.PRIME COATDRAINAGE MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT PRIME COAT RC -250 O 0.3 GAL. /SQ. YD.). FOR ASERNCESORNDU FAMILY 1. ALL PIPE CULVER75, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP W1774 4.BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W1774 CURRENT VIRGINIA MAI- AM IRRIGATION SERVICES. A MINIMUM COVER OF ONE (1) FOOT. 2. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE 5. DEPARTMENT OF TRANSPORTATION SPEC /F/CA7101VS. ENCROACHMENT POSTS WALLS; SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO TEE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTEDCOURSE.WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGIN /A DEPARTMENT OF TRANSPORTA77ON MAY BE LOCATED WITHINTHESTREETSRIGHTOFWAY. 0 BLASTING NOTES GENERAL WATER & SEWER 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE W774 ALL APPLICABLE CONDITIONSFEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULA71ONS OF THE AWHORI77ES HAVING XRiSDIC7701V AND BY SKILLED AND EXPERIENCED BLASTERS A SLAS77NG PERMIT MUST BE i' COMPRESSION x 3/4' MALE PIPE COUPLING OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREWN7701V OFFICE PRIOR 70 COMMENCING 7HE W WK. I. WgRK SHALL BE SUBXCT TO INSPEC77ON BY ALBEMARLE COUNTY2. ALL FEDERAL, STA7E, AND LOCAL REGULA7101VS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHEREDoRAPPROVEDEQUAL SERVICE AUTHORITY INSPECTORS THE CONTRACTOR NULL BETOANDANYVIOLATIONOFSUCHREGULATIONSSHALLBEDEEMEDTHESOLERESPONSIBILITYOF774ERESPONSIBLEFORN071FY7NG774EPROPERSERVICEAUTHORITYCONTRACTORAND /OR DEVELOPER. OFFICIALS AT 774E START OF THE WORK.J. PRECAU7101VS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO 2. THE LOC47701V OF EXIS77NG U77LI77ES ACROSS 774E LINE OF THEBLAS77NGSHALLBEDONEW17HINTNENTY- -FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANSOTOANY07HERSTRUCTURESUNLESSPROPERPRECAUTIONSARETAKEN. ENDS OF U77LITY LINES ADJACENT TO THE BLAS77NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE.AND WHERE - %IONN, ARE ONLY APPROXIMATELY CORRECT. 7HE FOR USE ON DETACHED E I RHO W.x AA FAMILY N IRRIGAtION CONTRACTOR SHALL ON HIS OWN /N177A77W LOCATE ALL4. PROPER N07IRCA77ON SHALL BE GIVEN 70 THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE UNDERGROUND LINES AND STRUCTURES AS NECESSARY.MTER S NOT PUBLIC PRIOR TO THE COMMENCEMENT OF BLAS77NG OPERA77ONS. 5. BLAS77NG ON SA TURDA Y% SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY W/7H SPECIAL J. ALL MATERIALS AND C0NS7RUC770N SHALL COMPLY Wi774 W WTIEN PERMISSION FROM 774E ALBEMARLE COUNTY SERVICE AUTHORITY. THE CURRENT ED17701V OF 7HE GENERAL WATER AND SEWER 6. WHENEVER BLASTING INLL BE UNDERTAKEN IN THE VICINITY OF AN EXlS7)NG UTILITY, IT SHALL ONLY CONSTRUCTION SOECIRCA7701VS AS ADOPTED BY THE ALBEMARLE BE DONE W774 DIRECT "ONS17E" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF COUNTY SERVICE AUTHORITY 4. DATUM FOR ALL ELEVA710NS SHOWN IN NATIONAL GEODETICBLASTINGOPERAAONSSHALLBE174ESOLERESPON57BlLl7YOFTHECONTRACTOR.SURVEY CAW IRON LID 5. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYING MISS U77L/TY" (1 -800- 552 - 7001).FlNISHED 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FLEET BROOKS 2200 SERIES eox METH OF COVER MEASURED FROM THE TOP OF PIPE, OVER 774E EXTENSION OR APPROVED EQUAL CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,IN UNPAVED Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. C PPERSETTER (PLACED ON STONE) 8. VALVES ON DEADEND LINES SHALL BE ROODED TO PROVIDE FORD W72 (5/61 ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTUREW74 (1') EXTENSION OF THE LINE.OR APPROVED EQUAL 9. WATER PRESSURE MAY BE LESS 7HAN 40 PSI. PRIVATE BOOSTER PUMPS MAY BE REQUIRED.iv METER 10. ALL COMMERICAL BUILDINGS WILL BE REQUIRED 70 HAW A BACKFLOW PRFVFN7r P 0 \-4=E BRICK AS OORPORATKIN STOP (1'. 1 1/2', 27 NECESSARY MUELLER NO. H -13000 FORD NO. F -600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTTS FIG. ' W -6 ADDED FEB. 16. 2006 EASEMENT EXHIBIT NOT TO SCALE O VARIABLE WIDTH DRAIN G. AND STORMWATER MANAGEMENT ENTS DEDICATED TO A RLE COUNTY VARIABLE W CT DEDICATE FROM r (E) VARIABLE WIDTH DRAINAGE AND STORMWATER MANAGEMENT EASEMENTS DEDICATED TO ALBEMARLE COUNTY_ 1", RAL l r L//, rp rp r p r QD i L r r 17.5' R/W i A T- E) 325' R/W P. LONE EASEMEN EASEMENT 0 IN'll, ir mm Box AUTO P) VDOT z O Z Z zwwww Q f u u u O z z z g O O O wzuuuz V) w w w w 0 a a 0. a J w w w w Q F.4 _ _ j) U) Lu I o 0 0 0 0 Q n n v Q T-i Ti N O N N N v O TI 0 0 0 0 J w In GIN IA r Lo co o E- z(J w m ¢o U) V)uj J Q 3 w 0O J U. 0 r W Q r Z d . xi 0 N W N W Q Z w C L9 > rn NZzwMWOJco U >rn I Z EWML bj 0 .. j w0 pQw V cooUO i DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -4 Q 0 \-4=E BRICK AS OORPORATKIN STOP (1'. 1 1/2', 27 NECESSARY MUELLER NO. H -13000 FORD NO. F -600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTTS FIG. ' W -6 ADDED FEB. 16. 2006 EASEMENT EXHIBIT NOT TO SCALE O VARIABLE WIDTH DRAIN G. AND STORMWATER MANAGEMENT ENTS DEDICATED TO A RLE COUNTY VARIABLE W CT DEDICATE FROM r (E) VARIABLE WIDTH DRAINAGE AND STORMWATER MANAGEMENT EASEMENTS DEDICATED TO ALBEMARLE COUNTY_ 1", RAL l r L//, rp rp r p r QD i L r r 17.5' R/W i A T- E) 325' R/W P. LONE EASEMEN EASEMENT 0 IN'll, ir mm Box AUTO P) VDOT z O Z Z zwwww Q f u u u O z z z g O O O wzuuuz V) w w w w 0 a a 0. a J w w w w Q F.4 _ _ j) U) Lu I o 0 0 0 0 Q n n v Q T-i Ti N O N N N v O TI 0 0 0 0 J w In GIN IA r Lo co o E- z(J w m ¢o U) V)uj J Q 3 w 0O J U. 0 r W Q r Z d . xi 0 N W N W Q Z w C L9 > rn NZzwMWOJco U >rn I Z EWML bj 0 .. j w0 pQw V cooUO i DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -4 Q J w In GIN IA r Lo co o E- z(J w m ¢o U) V)uj J Q 3 w 0O J U. 0 r W Q r Z d . xi 0 N W N W Q Z w C L9 > rn NZzwMWOJco U >rn I Z EWML bj 0 .. j w0 pQw V cooUO i DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -4 Q PARKING CATEGORY REQUIRED PROVIDED I /w ` ` i Z C GRAPHIC SCALE Z 1 SP/ 1500 S.F. DISPLAY 16 w -_ Z AREA = NOTE: 16 SPACES - -_ 20 0 'o 20 40 so CUSTOMER PARKING S.F. /21,204 x sp 1500 - o PROVIDED INCLUDE 2 . \ S.F. = 14 HANDICAPPED C I ( IN FEET ) T— 1 inc ° 1 SP/ 200 S.F. OFFICE AREA = C - ° OFFICE PARKING 7 1,400 S.F. x 1 sp /200 S.F. - 73 - 1 2 SP/ SERVICE STALL + 1 _ OHE — SP/ EMPLOYEE = I _ _ 3 SERVICE STALLS x 2 sp/ - SERVICE AREA PARKING WATER Tt i P 3 8 9 - __ — — SERVICE STALL + 6 1 W _' 0 4.. WL IN VALVE -- + i 4" SD \ _` - l\I EMPLOYEES X 1 THIS AREA I yl — — (E 24 2 E 4" ( — 3 -g "_ SP /EMPLOYEE = 12 ' - --'" __'\\ . _ ` 30 ( 2.. W I p T II I p 39 ! - EXTERNAL DISPLAY SPACES NOT REGULATED 92 / o TOP 408.77 0 39 OH _ (2) IN .IN= 403.50 33 127 / r I — 3 --___ — — ---, --- — mil — _ — _ I o I V. 0 U T= 39 5.70 TOTAL TMP 78 -15C / ' \ 1 ° o ' _%' — CE L TEL EASYAREAANDALBEMARLECOUNTYSERVICE /AUTHORITY / \` -D.B.NOTE: TOTAL DISPLAY AREA INCLUDES 6300 SQ. FT. INTERIOR DISPLA 1135, P T 14,904 SQ. FT. EXTERIOR DISPLAY AREA. ZONED: HC (SERVICE THORITY)DiSPLA DISPL ISPLAY f -- jPLAY DIAYSPAISPLAISPL? SPACES)SPLAY aye DISP qy IS Y (;o _ i 13 SPACES l SPLA - 20 -DISPL P q ( SPAC S) DrSA I I t DISPL ,/ 2 DISPLAY w .El IDISPLAY " ISPLA'` -5 JSPL -S L %" -- a D AMY -- ._--- L y DISPL P - 400 - - -_ _. -- A / - ALADPAI DISPLAY I" I " o_ - _. - - -- - -- -- - -- - -- - -- - - -- - __ - - - -. - DISPL Y __ SP Ay —L:•col _ < 2 - -- -- - -- -- _ -- ` - - -._ - _ - _- _.. _ - - - =. i DISPL .. Y ls- AY a o DISP cL Ir I is--_I DISPLY D PLAY LAY/r. I (J >d >f _ - - . -- __ _ __ 40 _ o DISPLAY ISPLA g ISPLAY F- _ f _ ,% rvP. DISPL Y I DISPLAYS ISPLq DISP + . ^ISPLAY g — ...I ( )/ , ' - -_. , i _.,. \DI Y Y / , a IS \ \ qY / I (SPLA o . DISPI/Ay 11 - I AY I ISPLAY ---__ISPLAY °` DI L IS PL Y ISP I DISPLAY- LAYN , - -1 ISPLAAY DISPLA4055J AY ISPLAYIISPLAY SPLAY 9) PL I DISPLAY ' s ISPLAY ISPLAY P e •• 1 73 3 29 EX. Sp ! %` CL o _1 MPLOYEE/SERVICE O 10 Lu CUSTO < a I D E /` CUST I AY ° 1SERVICE --__- _ OMR (8 A " ES) I \ OFFJ E USTOMERSCUSiTC SILL YP. j J.VICE OMER _ 4 0 -i' (18' x 10') _ - _, ! ,P i • Qaa8) OFFICE Q DLA Y Se I D• , L J% I ope'usr0 ER (20 S CES)C PROPOSED OMOTIVE _ - eo_e • Ba T SHOFOOM, OFFIC CsTO 1 I L ACES --OFFICE `. SQ I (12 S ) Q 10 YP. - IAN AP IU I _ •• SE1.y1CF DIp,,, , ,--AND SERVICE B L ING :.,.j . 1 - ROSS FLOOR EA =3440 SF ' 1 CU TjOME 2 OFF 1 ICE G i 4 D SPLAY DISPLAY % TYP co -f: 417.24' P I r. TMP 78 -14D - - II - ?TBM: PK NAIL JANICE S. LINKOUS I X - DISPL (7 SPACES)o ELEV= 419.79' ZONED: HC (AUTO DEALER) 1 ! ( , 'Y E 5 OFFICE `l I ! 1 ! \ / 2 CUSTOMERO1FFI1 (10' x 18') I DISPLAY 9 p z ` ALL C`_ 42 ! - OFF D 8' TYP 9 SPLAY I 1? FM N QI _ WL SS 1 ' °I IS • z Y CO / SERVICE A 1_ DISP 0• I a _D - 0 G. —_ _ ___: — __._ - _ - -- — _ _ / / / VALVE / DIS LAY 1 / p ; ss o 4'CEDAR ° OHE oHr ACE I hoc. _ , X (9 S) SFRVIC 9 SERVICE u GT S VICE / GE / \, A-C LINE D . I SERVICE SERVICE ` `' - -- - QQ-- j D.B. 1727, P9 388 T N \ .QHT - WL SE VEC 1 1 / D.B. 1139, P9 578 ° 1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE. SEE S -2 FOR PROPOSED GRADES. `'SMALL` TRF _ = _ _ -'` _-- SERVI CE - ;_ D I. n _ v C SERERSHALLNOTEXCEED5% GRADE. SEE S - 2 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKING AREAS --=== - _ - - - COEe - -- °ELF£ SERVICE; /420 Q:_B p2. PROPOSED PARKING AREAS _ - -___ - -- a Hr - ---_— SHALL REMAIN UNCHANGED. C 3. PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED __ _ z a 4. SEE SHEET R -3 FOR TRAFFIC GENERATION TABLE &PAVEMENT DESIGN TABLE, _ - -- - - - -- _ L 7 I U ll (HE,OH 5. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE -- -= I ` -- _ TREESMAILS J - 5. ENTELN 42 C 2. 6. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED -- __ = - - - -- ry - TELE. EsM'T._ 5 / 7. THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILDING IS 45. 8. THE MAXIMUM IMPERVIOUS AREA IS 23,000 SQ. FT. I 9. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON BOTH THE EAST AND WEST SIDES OF THE EXISTING BUILDING SHALL BE RELOCATED TO THE BACK OF THE BUILDING. - 10. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. / l T 11. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY PAID PROFESSIONALS. ADDITIONALLY, 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING Z STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (i.e. 9'x18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS) ' 12. NO PARKING MAY OCCUR IN TRAVELINAYS. G \ 43r I _ 0 0 TOP & ROAD SIGN L OCA LION o 0 N I p TOP= 21.01 1 ) INV, =412.00 WV.OUT= 411.75 2' STOP& ROAD / { SI10'N L 0 C TIO -- Zo/ rn TBM: CHISF,D SQUAR ,COR. DI, EV=408.77' EMPLOYEES X 1 THIS AREA I yl — — (E 24 2 E 4" ( — 3 -g "_ SP /EMPLOYEE = 12 ' - --'" __'\\ . _ ` 30 ( 2.. W I p T II I p 39 ! - EXTERNAL DISPLAY SPACES NOT REGULATED 92 / o TOP 408.77 0 39 OH _ (2) IN .IN= 403.50 33 127 / r I — 3 --___ — — ---, --- — mil — _ — _ I o I V. 0 U T= 39 5.70 TOTAL TMP 78 -15C / ' \ 1 ° o ' _%' — CE L TEL EASYAREAANDALBEMARLECOUNTYSERVICE /AUTHORITY / \` -D.B.NOTE: TOTAL DISPLAY AREA INCLUDES 6300 SQ. FT. INTERIOR DISPLA 1135, P T 14,904 SQ. FT. EXTERIOR DISPLAY AREA. ZONED: HC (SERVICE THORITY)DiSPLA DISPL ISPLAY f -- jPLAY DIAYSPAISPLAISPL? SPACES)SPLAY aye DISP qy IS Y (;o _ i 13 SPACES l SPLA - 20 -DISPL P q ( SPAC S) DrS A I I t DISPL ,/ 2 DISPLAY w .El IDISPLAY " ISPLA'` -5 JSPL -S L %" -- a D AMY -- ._--- L y DISPL P - 400 - - -_ _. -- A / - ALADPAI DISPLAY I" I " o_ - _. - - -- - -- -- - -- - -- - -- - - -- - __ - - - -. - DISPL Y __ SP Ay —L:•col _ < 2 - -- -- - -- -- _ -- ` - - -._ - _ - _- _.. _ - - - =. i DISPL .. Y ls- AY a o DISP cL Ir I is--_I DISPLY D PLAY LAY/r. I (J >d >f _ - - . -- __ _ __ 40 _ o DISPLAY ISPLA g ISPLAY F- _ f _ ,% rvP. DISPL Y I DISPLAYS ISPLq DISP + . ^ISPLAY g — ...I ( )/ , ' - -_. , i _.,. \DI Y Y / , a IS \ \ qY / I (SPLA o . DISPI/Ay 11 - I AY I ISPLAY ---__ISPLAY °` DI L IS PL Y ISP I DISPLAY- LAYN , - -1 ISPLAAY DISPLA4055J AY ISPLAYIISPLAY SPLAY 9) PL I DISPLAY ' s ISPLAY ISPLAY P e •• 1 73 3 29 EX. Sp ! %` CL o _1 MPLOYEE/SERVICE O 10 Lu CUSTO < a I D E /` CUST I AY ° 1SERVICE --__- _ OMR (8 A " ES) I \ OFFJ E USTOMERSCUSiTC SILL YP. j J.VICE OMER _ 4 0 -i' (18' x 10') _ - _, ! ,P i • Qaa8) OFFICE Q DLA Y Se I D• , L J% I ope'usr0 ER (20 S CES)C PROPOSED OMOTIVE _ - eo_e • Ba T SHOFOOM, OFFIC CsTO 1 I L ACES --OFFICE `. SQ I (12 S ) Q 10 YP. - IAN AP IU I _ •• SE1.y1CF DIp,,, , ,--AND SERVICE B L ING :.,.j . 1 - ROSS FLOOR EA =3440 SF ' 1 CU TjOME 2 OFF 1 ICE G i 4 D SPLAY DISPLAY % TYP co -f: 417.24' P I r. TMP 78 -14D - - II - ?TBM: PK NAIL JANICE S. LINKOUS I X - DISPL (7 SPACES)o ELEV= 419.79' ZONED: HC (AUTO DEALER) 1 ! ( , 'Y E 5 OFFICE `l I ! 1 ! \ / 2 CUSTOMERO1FFI1 (10' x 18') I DISPLAY 9 p z ` ALL C`_ 42 ! - OFF D 8' TYP 9 SPLAY I 1? FM N QI _ WL SS 1 ' °I IS • z Y CO / SERVICE A 1_ DISP 0• I a _D - 0 G. —_ _ ___: — __._ - _ - -- — _ _ / / / VALVE / DIS LAY 1 / p ; ss o 4'CEDAR ° OHE oHr ACE I hoc. _ , X (9 S) SFRVIC 9 SERVICE u GT S VICE / GE / \, A-C LINE D . I SERVICE SERVICE ` `' - -- - QQ-- j D.B. 1727, P9 388 T N \ .QHT - WL SE VEC 1 1 / D.B. 1139, P9 578 ° 1. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE. SEE S -2 FOR PROPOSED GRADES. `'SMALL` TRF _ = _ _ -'` _-- SERVI CE - ;_ D I. n _ v C SERERSHALLNOTEXCEED5% GRADE. SEE S - 2 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKING AREAS --=== - _ - - - COEe - -- °ELF£ SERVICE; /420 Q:_B p2. PROPOSED PARKING AREAS _ - -___ - -- a Hr - ---_— SHALL REMAIN UNCHANGED. C 3. PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED __ _ z a 4. SEE SHEET R -3 FOR TRAFFIC GENERATION TABLE &PAVEMENT DESIGN TABLE, _ - -- - - - -- _ L 7 I U ll (HE,OH 5. SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE -- -= I ` -- _ TREESMAILS J - 5. ENTELN 42 C 2. 6. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED -- __ = - - - -- ry - TELE. EsM'T._ 5 / 7. THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILDING IS 45. 8. THE MAXIMUM IMPERVIOUS AREA IS 23,000 SQ. FT. I 9. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON BOTH THE EAST AND WEST SIDES OF THE EXISTING BUILDING SHALL BE RELOCATED TO THE BACK OF THE BUILDING. - 10. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. / l T 11. THE PARKING LOT ON PARCEL 15E WILL BE WILL BE UTILIZED FOR DISPLAY PARKING ONLY AND WILL BE NAVIGATED THROUGH BY PAID PROFESSIONALS. ADDITIONALLY, 20' DRIVE AISLES WILL BE MAINTAINED FOR FIRE AND SAFETY REASONS, AND THE PARKING Z STALL WIDTHS WILL ONLY BE REDUCED BY 1 FOOT (i.e. 9'x18' STALLS ARE PROPOSED vs. THE COUNTY STANDARD 10'x18' STALLS) ' 12. NO PARKING MAY OCCUR IN TRAVELINAYS. G \ 43r I _ 0 0 TOP & ROAD SIGN L OCA LION o 0 N I p TOP= 21.01 1 ) INV, =412.00 WV.OUT= 411.75 2' STOP& ROAD / { SI10'N L 0 C TIO -- Z O I- z z zWw 0 O V Z O zZ Z O O O Z w Lu J a z W n. cn W n. to W a to W a. to 0 0 0 0 o Q N Q V) GI Vj co d a z z li s 9 Z Lu < wa 3p a 0 wa.0 J L- 0 Q o 6) w ao a a Q Z N O N W N W Q Z Z_ W0 l v) > rn Z ZWMWOJ tn >NU) Z LL Wcy) LL J O .. J _j W OWQUOQLL V o00 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET S -5 K z LL f C L C L n u n C c r c a T Z 0 p a u Ul w 0 P-1 w Q F" z W u Z D OU w a O z W O 0 D UO aC a z V) z W Z O0 w a En O O 3 Z w a En O z w n n n N Q .-I o 4 o N Io O N N N O O O O o 0) x c z o J o z Q W Ul ` rOj00 0 LL Ul W W 0 Qw Qoozca VI LL 0LLJ j WZ Ln Q a 0 a z W N W N Z Z w w Z I- W UlJM ZJMUl050) Z W LL III M J LL LLJ J n _W WXU pIVcoou0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 SCALE: 1 " =20' SHEET DP -1 z w O Vr z D O U w a z O U) 9 0 0 LLfl d\' 6 z z JJ O C) 0 c n 0U 3 0) xx 1) 0 o+c Yv C0 U c0 U L0 0 0) E 0 U 0U 0 5- N z CIS o w 24in. CPP Ir 901 I I 24in. CPP N vi 10 I I 4.36% 191.36 LF 0V z JJ O C) 0 c n 0U 3 0) xx 1) 0 o+c Yv C0 U c0 U L0 0 0) E 0 U 0U 0 0 2 0 t3 N 0a EX. STR.5-EX. STR.', 15) 5.28% CIS o 24in. CPP Ir 901 I I 24in. CPP N vi 0 I I 4.36% 191.36 LF 0V Li) Oi Ln 0) k 00 n n t6 X O ILJ m I ROPOSED GROUND A 00000 n II O* 410 p O O O I-2Zo ai ^ O oo 00 F ! p O h t6 SUITABLE STRUCTURALBACKFILLCOMPACTED ZZp 00 ± EXISTING STORM Nrn ZZD N ±20 tpNO I'I 2.00% ( 4 ": I Q- Ozm z K Q- j PROCTOR DENSITY TYP.) GEOGRID BX 410 z c U)U)jt 1200 EXIST SOIL OR 4" OF S TR. 1 EXIST OR EQUAL)PROPOSED GROUND IIEX. 393" 88 EXI 3 TINGNTOP BACKFILL COMPACT,'ED TO 959 MODIFIED RTE . 250 7" 21 -B FILL COMPAA CTION 959 1 [II EX STR. WRAPPED IN SI801 TOP 395.00 P02 Q) 0 CONCRETE TO BE SIDEWALK 2.5' TYP•) I': REVISED W INV.OR 8.90' 14' EXIST /N 16.06 "x26.97 "x34.65" I ; I 5. s " V. IN IN 390.83 1 GROUND Z g TALL PER UNI INV.OUT 37769 EX 24" 400 TURNLANE CROSS SECTION I'I nor° STA. 11 +50.00 O O WRAPPED IN SI801 I'I r _MIN. RA /NTANKN, Z V GEOTEXTILE (OR EQUAL) 8/C ELEV = 409.87'2" SM -9.5 QRlZ 6 /L ELE EXCAVATION LINE & 2 SM -9.5 EXISTING GROUND 16.06 "x26.97 "x34.65 1.2" MIN.TALL PER UNIT] ice/ I z STRIP STD. VDOT 6" BM -25 1' 400 w a 51.00 Lf± 1/4 ":1' - If-CG -6 1' L 5.L 0 98% ` 0II NPAVEMENT DESIGN 1 STREX3 r -EXISTING EXIST 1' 94.70 LF U)EnGROUND 51 a ' 5.099 18in. CPP 5' rr TURN LANE CROSS SECTIONS WHICH I CONCRE E SIDEWALK STR. 13 w I I I I I 36.002F CONCRETE SIDEWALK I I 12'1" 6 21 -8 WIIII247. CL. III RCP II I I I I IN I I EX STING STORM SE R SEDIMENT BA SIN 's 5 SHALL BE ABANDONED & i 1I IREMOVED IN ACCORDANCE N I I I BARREL INV. (TO BE I I!I I WITFI ALBEMARLE COUNTY O ao I FILLED AFTER ITS IS 384.00 d STANDARDSU Ov 0 TURNLANE CROSS SECTION USE) O N I I I S TR EX 2A L 0 2 0 t3 N 0a EX. STR.5-EX. STR.', 15) 5.28% CIS STR EX 24 ",24in. CPP E I I 24in. CPP N vi 0 I I 4.36% 191.36 LF 0V 0V In (0 °; 0 OOtl 0 t6 X 410 O^ln A 00000 n II O* 410 p O O to B/L ELEV Y O OOY ttj 1 * O Or7Opd' V ai ^ O oo 00 F ! p O h t6 SUITABLE STRUCTURALBACKFILLCOMPACTED ZZp 00 ± EXISTING STORM SERVER IMPROVEMENTS ZZD N ±20 tpNO TO 959 MODIFIED 0 2 0 t3 N 0a EX. STR.5-EX. STR.', 15) i u CIS O p O rc Q cc N vi SUITABLE STRUCTURAL BACKFILL COMPACTED TO 959 MODIFIED PROCTOR DENSITY TYP.) R 400'; SCALE 1 " =50' (H) 1 " - (V) UNLESS OTHERWISE NOTED A p O to x o A t 0 O p O TO 959 MODIFIEL i i 390 n PROCTOR DENSITY N vi O O^0V 0V In (0 °; 0 OOtl 0 t6 X 410 O^ln A 00000 n O* 410 p O O to B/L ELEV Y O OOY ttj 1 * O Or7Opd' V ai ^ O oo 00 F ! p O h t6 SUITABLE STRUCTURALBACKFILLCOMPACTED ZZp 00 ±Q ±ZpQ ZZD N ±20 tpNO TO 959 MODIFIED 2.00% ( 4 ": I Q- Ozm z K Q- j PROCTOR DENSITY TYP.) GEOGRID BX 410 z c U)U)jt 1200 EXIST SOIL OR 4" OF 5 1 EXIST OR EQUAL)PROPOSED GROUND SUITABLE STRUCTURAL PROPOSED DOUBLE RAINTANK UNITS -, COMPACTED 216 STONE. SIDEWALK CONCRETE BACKFILL COMPACT,'ED TO 959 MODIFIED RTE . 250 7" 21 -B WRAPPED IN SI801 6 21 -B I PROCTOR DENSITY 0 CONCRETE TO BE SIDEWALK 2.5' GEOTEXTILE (OR EQUAL) TY/P.) 8.90' 14' EXIST /N 16.06 "x26.97 "x34.65" OR I R8 DAY STRONGER. s " GEOGRID BX -12010 Z GROUND Z g TALL PER UNI OR EQUAL SCALE)TURNLANE CROSS SECTION 400 TURNLANE CROSS SECTION DOUBLE RAINTANK UN /TS STA. 11 +50.00 O O WRAPPED IN SI801 r _MIN. RA /NTANKN, Z V GEOTEXTILE (OR EQUAL) 8/C ELEV = 409.87'2" SM -9.5 TURNLANE 6 /L ELE EXCAVATION LINE & 2 SM -9.5 EXISTING GROUND 16.06 "x26.97 "x34.65 1.2" MIN.TALL PER UNIT]S77?. 5 LINERMPEWHENREQUIRED. STRIP STD. VDOT 6" BM -25 1' 400 w a 51.00 Lf± 1/4 ":1' - If-CG -6 1' L 5.L 0 98% `STR. 7 96.55 LF 1.11 % 15in. CL. l! RCP STR. 3 -- EXISTING 2.0% 15in. CL. Ill RCp 55.00 LF GROUNDMIN. RAINTANK15inCL. ll/ RCP EXCAVATION LINE & 1.27% IMPERMEABLE LINER 15yn. CL. 111 RCP AS REQUIRED. STR. 9 47.00 LF 7.32% - 390 15in. CL. 111 RCP STR: 4 - PROPOSED STR. 8 STR. 1 STR. 6 - PROPOSED RAINTAN'KS IAINTANKS 390' I I I I i I 1+00 2 +00 1+0054 +50 4 +00 3 +00 2 +00 1+00 o Q) a 0 c 0 0 v c0 0a C O IV 0 L 3 0)U 0 T COE cv c z ww z 0 zw V) z JJ O V 0 a a0 a a U)v Ux r v Ca V0 0 U00m0 v ca 0 0 a a a Z 410 tox SUITABLE STRUCTURAI PROPOSED OUND BACKFILL COMPACTEL pOO TO 959 MODIFIEL i i 390 n PROCTOR DENSITY N TYP., O CO 00 00 0V In (0 °; STR. 7 96.55 LF 1.11 % 15in. CL. l! RCP STR. 3 -- EXISTING 2.0% 15in. CL. Ill RCp 55.00 LF GROUNDMIN. RAINTANK15inCL. ll/ RCP EXCAVATION LINE & 1.27% IMPERMEABLE LINER 15yn. CL. 111 RCP AS REQUIRED. STR. 9 47.00 LF 7.32% - 390 15in. CL. 111 RCP STR: 4 - PROPOSED STR. 8 STR. 1 STR. 6 - PROPOSED RAINTAN'KS IAINTANKS 390' I I I I i I 1+00 2 +00 1+0054 +50 4 +00 3 +00 2 +00 1+00 o Q) a 0 c 0 0 v c0 0a C O IV 0 L 3 0)U 0 T COE cv c z ww z 0 zw V) z JJ O V 0 a a0 a a U)v Ux r v Ca V0 0 U00m0 v ca 0 0 a a a Z B/C ELEV = 407.28' to x A PROPOSED OUND TING pOO p i i 390 1 STR. 15 10.0 LF F- 1. A7% PEAK ELEV = 415.70' 15in' CL. ll/ RCP MST FUNNY STR. 7 96.55 LF 1.11 % 15in. CL. l! RCP STR. 3 -- EXISTING 2.0% 15in. CL. Ill RCp 55.00 LF GROUNDMIN. RAINTANK15inCL. ll/ RCP EXCAVATION LINE & 1.27% IMPERMEABLE LINER 15yn. CL. 111 RCP AS REQUIRED. STR. 9 47.00 LF 7.32% - 390 15in. CL. 111 RCP STR: 4 - PROPOSED STR. 8 STR. 1 STR. 6 - PROPOSED RAINTAN'KS IAINTANKS 390' I I I I i I 1+00 2 +00 1+0054 +50 4 +00 3 +00 2 +00 1+00 o Q) a 0 c 0 0 v c0 0a C O IV 0 L 3 0)U 0 T COE cv c z ww z 0 zw V) z JJ O V 0 a a0 a a U)v Ux r v Ca V0 0 U00m0 v ca 0 0 a a a Z 410 3 LENGTH = 400 390 380 370 2 +00 1+00 1+50 1+00 1+50 B/C ELEV = 407.28' tox A TING pOO p i i 390 1 STR. 15 10.0 LF F- 1. A7% PEAK ELEV = 415.70' 15in' CL. ll/ RCP i STR. nZ410 STD. VDOT CG -6 R/W FLOW LINE ELEV = 415.50'2" SM -9.5 TURNLANE BIL B/L ELEV NOTE;PLANTING TURNLANE B/L ELEV U R/W ELEV 415.52' 6" BM -25 415.78' SIDEWALK SUB -BASE SHALL EITHER BE STRIP 851/4 ":1' - 1 1. 'B/L = 406.95' 2.00% ( 4 ": z z 95% COMPACTED zW EXIST SOIL OR 4" OF 5 1 EXIST RTE. 250 COMPACTED 216 STONE. SIDEWALK CONCRETE RTE . 250 7" 21 -B 6 21 -B I 0 0 CONCRETE TO BE SIDEWALK 2.5'8.90' 14' OR I R8 DAY STRONGER. s "TURN LANE CROSS SECTIONS /DESIGN Z Z Z g NOT TO SCALE)TURNLANE CROSS SECTION TURNLANE CROSS SECTION w STA. 11 +50.00 O O STA. 10+00.00 Z V 8/C ELEV = 409.87'2" SM -9.5 TURNLANE 6 /L ELE PLANTING B/C ELEV = 417.06'2 SM -9.5 TURNLANE B/L ELEV6/ 416PLANTING STRIP STD. VDOT 6" BM -25 RI w BA STRIP STD. VDOT 6" BM -25 1' w a 97 a 1/4 ":1' - If-CG -6 1' 1/4 - - - 3' CG -6 q, 1 4 " :1' 0 0 N PAVEMENT DESIGN 1 f -2.00% 1 4 EXIST 1' U)En EXIST RTE. 250 SHOULD FOLLOW THE 51 a 'RTE. 250 5' TURN LANE CROSS SECTIONS WHICH I CONCREE SIDEWALK 2.5' w 6 21 -B 12'I CONCRETE SIDEWALK 2 "5'12'1" 6 21 -8 WAS PROVIDED BY 5 VDOT.5 Q 1 tp Ln d TURNLANE CROSS SECTION N O N TURNLANE CROSS SECTION STA. 11+75.00 0 0 0 STA. 10+25 "00 B/C ELEV = 410.85'2" SM -9 "5 TURNLANE B/L ELEV B/.29'PLANTING C ELEV = 418 2" SM -9.5 TURNLANE B/L 9 418.20'PLANTING VDOT 6" BM -25 STEP STD. VDOT B/L 410.76'SSTRIP 1 / 4 `: 1 ' - STD. OT 6" BM -25 G -6VD 1/4 ": 1' - +-2.00% 1 4 " :1' I EXIST a 1' 1'200% 1 4 ": EXIST 5•RTE. 250RTE. 250 I CONCRETE I 6 21 -B CONCRETE SIDEWALK 25' 6 21 -B 12'SIDEWALK 25' 12' 5" TURNLANE CROSS SECTIONTURNLANECROSSSECTION STA. 12 +00.00STA. 10 +50.00 PLANTING B/C ELEV = 412.03'2" SM -9.5 TURNLANE B/L B/L ELEV PLANTING B/C ELEV = 419.44 2" SM -9.5 B/L B/L ELEV STRIP STD. VDOT 6" BM -25 411.94' STRIP STD. VDOT 6" BM -25 419.35' 1/4 ":1' - f- 3'CG -6 2.00% 1 4 ":1' I I1/4 1 ' - - - 3' CG -6 4 ": 1' 1 EXIST RTE. 250 2.00x 1 1 is EXIST RTE. 2505'5' CONCRETE I SIDEWALK 25' 6 21 -8 12'CONCRETEE SIDEWALK 25'12' 21 -8 5 " TURNLANE CROSS SECTION TURNLANE CROSS SECTION STA. 10 +75.00 STA. 12 +25.00 PLANTING B/C ELEV = 413.30'2" SM -9 .5 TURNLANE B /L BA ELEV PLANTING B/C ELEV = 420.54'2" SM -9.5 TURNLANE B/L B/L ELEV STRIP STD. VDOT 6" BM -25R 413.22' STRIP STD. VDOT 6" BM -25 420.46 1/4 ":1' - -CG -6 2.00% 1 4 ":1'I1 /4 ":1' - - - 3' CG -6 4 ":1' 1' f- a'.' EXIST RTE. 250 I 1 i-- -2.00x 1 EXIST 5'I JJJ RTE. 250 CONCRETE SIDEWALK 2.5' 6 21 -B 12'7" I CONCRETE I SIDEWALK 2.5'12'7" 6 21 -8 5"5" TURNLANE CROSS SECTION TURNLANE CROSS SECTION STA. 11+00.00 STA. 12 +50.00 PEAK ELEV = 414.39' R/W FLOW LINE ELEV = 414.19'2" SM-9.5 TURNLANE B/L A ELEVB R/W PEAK ELEV = 421.61' FLOW LINE ELEV = 421.41'TURNLANE B/L ELEVR/W ELEV = 414.21' 6" BM -25 414 . 47' R/W ELEV = 422.50' 6" BM -25 2" SM -9.5 421.61' 0 % _-- -2.00% 1 1' EXIST 6.94 % 2.00% 1 4 ":1' RTE. 250 EXIST RTE. 250 6 21 -B 6 21-B 8.90' 14'F. ----- 12'fo" io'i" I TURNLANE CROSS SECTION TURNLANE CROSS SECTION STA. 11+25.00 STA. 12 +75.00 410 3 LENGTH = 400 390 380 370 2 +00 1+00 1+50 1+00 1+50 SANITARY SEWER LATERAL TO SERVICE PROPOSED BUILDING GROUND 410 i 1 4001 i TIE SAN/ TAR Y SFWER L A TERAL INTO EXIS L. APPROXIMATE SA NITARY SEWER ELEV" _; 398.73' i i I MAINTAIN A MINIMUM OF 2.089 SLOPE GEOGRID BX -1200 OR EQUAL) 400 INSTALL AN 18' ORFICE AT AA ELEV" = 400.25 V" tox A TING pOO p i i 390 1 STR. 15 10.0 LF F- 1. A7% 15in' CL. ll/ RCP i STR. nZ410 SANITARY SEWER LATERAL TO SERVICE PROPOSED BUILDING GROUND 410 i 1 4001 i TIE SAN/ TAR Y SFWER L A TERAL INTO EXIS L. APPROXIMATE SA NITARY SEWER ELEV" _; 398.73' i i I MAINTAIN A MINIMUM OF 2.089 SLOPE GEOGRID BX -1200 OR EQUAL) 400 INSTALL AN 18' ORFICE AT AA ELEV" = 400.25 ROPOSED ROUND MIN. FORV. DOUBLE RAINTANK UNITS WRAPPED IN SI801 GEOTEXTILE (OR EQUAL) 16.06 'x26.97 "x34.65 " TALL PER UNIT] INSTALL A 6" ORFICE AT AN ELEV" 399.51 9F 111 RCP tXlJ 11NU 390 I I GROUND I gSTR.' 1 I I 21 ?52 1 118in. CL.? Il/ RCP; II II I II II II 380: I I Li PROPOSED RAINTANKS - 0 +75 1+00 O V" 400 XIS pZ N TING 1 i GROUND i i 390 1 STR. 15 10.0 LF F- 1. A7% 15in' CL. ll/ RCP i STR.14- STIR. 16 380' ROPOSED ROUND MIN. FORV. DOUBLE RAINTANK UNITS WRAPPED IN SI801 GEOTEXTILE (OR EQUAL) 16.06 'x26.97 "x34.65 " TALL PER UNIT] INSTALL A 6" ORFICE AT AN ELEV" 399.51 9F 111 RCP tXlJ 11NU 390 I I GROUND I gSTR.' 1 I I 21 ?52 1 118in. CL.? Il/ RCP; II II I II II II 380: I I Li PROPOSED RAINTANKS - 0 +75 1+00 O N 00 N pZ N Qx A Q M Q3 ROPOSED ROUND MIN. FORV. DOUBLE RAINTANK UNITS WRAPPED IN SI801 GEOTEXTILE (OR EQUAL) 16.06 'x26.97 "x34.65 " TALL PER UNIT] INSTALL A 6" ORFICE AT AN ELEV" 399.51 9F 111 RCP tXlJ 11NU 390 I I GROUND I gSTR.' 1 I I 21 ?52 1 118in. CL.? Il/ RCP; II II I II II II 380: I I Li PROPOSED RAINTANKS - 0 +75 1+00 O 00 N 06 Z*0 Zp O F- iA 430 ROPOSED ROUND MIN. FORV. DOUBLE RAINTANK UNITS WRAPPED IN SI801 GEOTEXTILE (OR EQUAL) 16.06 'x26.97 "x34.65 " TALL PER UNIT] INSTALL A 6" ORFICE AT AN ELEV" 399.51 9F 111 RCP tXlJ 11NU 390 I I GROUND I gSTR.' 1 I I 21 ?52 1 118in. CL.? Il/ RCP; II II I II II II 380: I I Li PROPOSED RAINTANKS - 0 +75 1+00 O 00 N 06 Z*0 Zp O F- 430 0 +75 1+00 Z O F- U z zzW 0 0 0 D Z Z Z g wOOO Z V U)w w w w w a a a a 0 0 0 0 U)En U) w w w w CAI 0 13 Q Q 1 tp Ln d N O N o 0 0 0 NIA z r a ,`' wLO co z J z Q 404 V) 00 4 w W OLLZ> 0 Q a Fm J Q V Z O N N W F- Z w Z W L t > 0) NZZwMWOIM ul ry >N WV),q Z L W LL 5 O J Iw W O U O Q W V cooUO DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -2 1+00 2 +00 c i c c o Z 0 a Ul Z Z ZwWWW 0 000 z z Z g 0 0 0Z Z a a a a w w w w w a a a a 0 o 0 0 0 J W W W W a z w W W W LU 0ooo0 Ln NNO N N O O O O O GIz IA co j rn w i o J ozN w T1I03 4 Z W 0 00 0 u LL, 0 w Z Q 0 L9 Z o W N W N Z Q Z_ ww Z I- > 0) W ulJMZ.j O Z WMLL J LL J nJ 0 oQ V 00u0LL DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET DP -3 0 LLILLI Z 0 ZLLI 0Z J General construction notes for Stormwater Management plans: 0 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A C 9 eotechnical engineer is to be present during construction of dams.0 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or b6sins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. 0 r- 3 rn STORMWATER MANAGEMENT CALCULATIONS Table 12: Water Quality Compliance table WATER QUALITY COMPLIANCE - Overall for the site W CIIIII project area Pre-Dev. > Post-Dev. 2.77 project area (acres) This is the combined area of the 2 Flow Auto Parcels along Pit 250 and a portion of the back Flow Auto Parcel) area captured 2.77 2.62 roughly equal to limits of disturbance) Not-. 1.47 of the 2.62 is treated by Fifterras & 2.11 acres was e)dsbng impervious area. percent capture 95% 15.21 > 14.62 should be 90% or better) LjZ (Y) 0 _J f. factor 24.65 > 20.90 0.9 95% 1.0, or 0.9 for sites in the developrnent areas where e)dsbng impenAous cover is greater than 20%) W 0.. 0 J W w(ho 0 0 < E: U C) I LL 00 C) 0 4) Z Z Z 0 2 C Z C W W V V NAD 83 W NAD 83 C 0 0 n 00 0 N v facility name go E E 1 5 facility type 9 remarks Combined Fitters Inlets 2.62 0.74 g 0.90 25%158.5 Filters Inlets 65%NIA NIA F`0CD remarks Detained Areas 0 0 0 Post-Development (2 Year)2.62 U Z U Z 5.59 Routed via Raintank Post-Development (10 Year)2.62 SCAL: 1"=40' 0 Lu uJ 0 7.40 Routed %4a Raintank Post-Development (100 Year)2.62 0.0-CLU) 11.31 Routed 4a Raintank Post-Development (2 Year)1.11 Lu U) 5.37 U)V) Drainage by- passed 4a storm sewer on Western property line Post - Development (10 Year)1.11 Z Z Z 0 NOTES: impervious area before development in designated growth areas can be a minimum 20% QZ5 1. SEE SHEET SWM-2 FOR DETAILS ON THE FILTERRA UNITS. this is most often NOT the entire property, but the portion of the property within the subject drainage area, or the drainage area to the facility 2. SEE SHEET SWM-3 FOR DETAILS ON THE RAINTANK SYSTEM. see Table 13 00 01 rn STORMWATER MANAGEMENT CALCULATIONS Table 14: Detention Compliance table DETENTION COMPLIANCE - Overall III the site W CIIIII Pre-Dev. > Post-Dev. 0 project area (acres) 41 kill'. A 2.77 11.55 > 11.20 roughly equal to limits of disturbance) area detained (acres)2.62 15.21 > 14.62 LU LjZ (Y) 0 _J percent capture 24.65 > 20.90 U)C0 0 0 95% CONDITIONS- should be between 80% and 120%) POST- DEVELOPM CONDITIONS- W 0.. 0 J W w(ho 0 0 < E: U C) I LL 00 C) 0 Z Z Z 15,C Z C W W NAD 83 W NAD 83 C 0 0 n 00 0 N v C VIj U 4(5 40 0 40 80 FEET g 40 0 - -,40 80 FEET Z Z Z F`0CD remarks Detained Areas 0 0 0 Post-Development (2 Year)2.62 U Z U Z 5.59 Routed via Raintank Post-Development (10 Year)2.62 SCAL: 1"=40' 0 Lu uJ 0 7.40 Routed %4a Raintank Post-Development (100 Year)2.62 0.0-CLU) 11.31 Routed 4a Raintank Post-Development (2 Year)1.11 Lu U) 5.37 U)V) Drainage by- passed 4a storm sewer on Western property line Post - Development (10 Year)1.11 Z Z Z 6.92 o0 Drainage by-passed As storm sewer on western Property line Post-Development (100 Year)1.11 J 0 9.09 ---- 0 0 Drainage by- passed via storm sewer on Western property line Post - Development (2 Year)0.13 to M to 0.24 D Drainage by-passed %is overland low Post - Development (10 Year)0.13 1 0.30 Drainage bypassed is overland low Post - Development (100 Year)0.13 W W Lu 0.50 Drainage bypassed via overland low Pre-Development-0%edand (2 Year)0.03 W Pre-Dewelopment-Owdand (10 Year)0.03 0.09 O Pre-D"omwt4Nedand (100 Year)0.03 0.15 UD Ln Pe-Development in Storm Sewer (2 Year)3.82 11.48 N Pre - Development in Storm Sewer (10 Year)3.82 15.12 Pre - Development in Storm Sewer (100 Year}3.82 24.50 X ij C ST , C LOCATION OF / EXISTINGC19 2, UhCl-P RO(ii'Eb DRAINAGE N/F ASBURY AU FR ROU7E 2500CAROUNAREALESDINGSLLCHOL D a. P9 7363 . - 2081 CL D. 2081, P' 9 738 PLAT ZONING 1 ! f I I I I/ I - - 1-1 .. 'i \ \' \ D.B. O . M SERVICE AUTHORITY0 % Hr TMP C N/ 78-i5c CC F ALBEMARLE D.B. 1240. Pg jqj__PLAT I ONING: HC 77bNi A A TBM: CHISfkE6 CHI Z L'I ff1SJ_7NG SM I A / / / / , \I 1 I I .. -408.77* DA = 0.13 ACRESXONSnEDA = 0.00 j CW OFFS =M_ - - 5min.awlw*m T c411IN L\ A TMP 78-1_5E 1 11 Llot6 395 --FLOW 1313 RICHMOND. LLI\ 14P 9MLL. Ll' %' 2229. - 0" Ayr, I + tj r I jij III NO III I \, i It] 1 00 I&N 5 VJ , e , W CIIIII Pre-Dev. > Post-Dev. 0 N 41 kill'. A 11.55 > 11.20 0 W0 15.21 > 14.62 LU LjZ (Y) 0 _J 24.65 > 20.90 U)C0 0 0 PRE-DEVELOPMENT CONDITIONS- LL W POST- DEVELOPM CONDITIONS- W 0.. 0 J W w(ho 0 0 < E: U C) I LL 00 C) 0 Z Z Z 15,C Z C W W NAD 83 W NAD 83 C 0 0 n 00 0 N v C VIj U 4(5 40 0 40 80 FEET g 40 0 - -,40 80 FEET Z Z Z F`0CD 0 / w00 0 U U Z U Z W W a SCAL: 1"=40' 0 Lu uJ 0 SCALE: 1 40'Z P-4 C 0.0-CLU) fe Lu U)U)U)V) Z Z Zo0J 0 0 0 0 V)to M to D X ij C ST , C LOCATION OF / EXISTINGC19 2, UhCl-P RO(ii'Eb DRAINAGE N/F ASBURY AU FR ROU7E 2500CAROUNAREALESDINGSLLCHOL D a. P9 7363 . - 2081 CL D. 2081, P' 9 738 PLAT ZONING 1 ! f I I I I/ I - - 1-1 .. 'i \ \' \ D.B. O . M SERVICE AUTHORITY0 % Hr TMP C N/ 78-i5c CC F ALBEMARLE D.B. 1240. Pg jqj__PLAT I ONING: HC 77bNi A A TBM: CHISfkE6 CHI Z L'I ff1SJ_7NG SM I A / / / / , \I 1 I I .. -408.77* DA = 0.13 ACRESXONSnEDA = 0.00 j CW OFFS =M_ - - 5min.awlw*m T c411IN L\ A TMP 78-1_5E 1 11 Llot6 395 --FLOW 1313 RICHMOND. LLI\ 14P 9MLL. Ll' %' 2229. - 0" Ayr, I + tj r I jij III NO III I \, i It] 1 00 I&N 5 VJ , e , W CIIIII 0 0) Cq 0 N 41 kill'. A VIA W0 V) LU LjZ (Y) 0 _J W LL W J W 0.. J J W w(ho 0 0 < E: U C) I LL 00 C) 0 Z CIIIII 0 0) Cq 0 N W Z W0 V) LU LjZ (Y) 0 _J W LL W J W 0.. J J W w(ho 0 0 < E: U C) I LL 00 C) 0 Z Z Z V)Lu W W W 0 0 n 00UU0U gZZ Z w00 0 U U Z U Z W W a 0 Lu uJ Lu LU P-4 0-0.0-CLU) Lu U)U)U)V) Z Z Zo0J000 V)to M to Z uJ W W Lu W O O UD Ln 04 N IN 1A co Z 0 0 Z U W V) V) 00 W W1 0 w LIJ Tie 0- 1 :110 L9 CIIIII 0 0) Cq N W Z W0 V) LU LjZ (Y) 0 _J W LL W J W 0.. J J W w(ho 0 0 < E: U C) I LL 00 C) 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 S C a I e: 1"=40' SHEET SWM -1 m 8 " W -6' CURB INLET W m 1 C FILTERRA I I INLET SHAPING I INLET SHAPING i (B' OTHERS) 1 A i A (BY OTHERS) I i 11 \ INLET SHAPING A i I A A „ 1 \ I A (BY OTHERS) i J liSDR -35 PVC COUPLING - L m i •• • - - -- I I CAST INTO PRECAST BOX I t 1PLANVIEW r SDR -35 PVC COUPLING STANDARD iRlNS FROM ELEV 'A' MUST i i (OUTLET PIPER I 1 , J i CAST INTO PRECAST BOX CURB AND STANDARD TO BE NIGMER j i LOCATION VARIES)WALL BY AMERICAST OUTLET L------- - - - - -- - - - - - -- 1 i I ; i PIPE LOCATION VARIES)GUTTER DEPRESSED THAN ELEV'S' I CURB (BY OTHERS) I 1 ITYP) GUTTER (TYP) -= -• SLOPE I V L-------- - - - L--------------- - - - - -' m PLAN lL CURB (BY OTHERS) I T CURB (BY OTHERS) 7EG PLAN VI RLZWk THROAT CURB INLET THROAT PLANT AS SUPPLIED SDR -35 PVC COUPLING FLOW CLEANOUT COVER TRE& GRATE BY AMERICAST GALVANIZED CAST INTO PRECAST BOX WALL AT CAST IN TOP SLAB CAST IN - r (NOT SHOWN ANGLE NOSING (OIl1TLET PIPE LOCATION VARIES) PLANT AS SUPPLIED FILTERRA BYPASS CURB INLET TOP SLAB FOR CLARITY) CLECOVER BY AMERICAST THROAT OPENING (TYP) F1<OMILINE !L!V'A' E1.OIIMLINt BIiY's'TOP SLAB CURB AND GUTTER CAST IN 1 (NOT SHOWN GALVANIZED TREE FRAME & GRATE ELEVATION VIEW INTERLOCKING co (BY OTHERS) TREE FRAME T TOPSuE TOP SLAB i FOR CLAR" ANGLE NOSING CAST IN TOP SLAB PLANT AS SUPPLIED JOINT (TYP)STREET TOP SLAB I I CURB AND GUTTER CLEANOIrT COVER ( N AMERICAST SHOW GALVANIZEDtI (BY OTHERS) CAST IN TOP SLAB + (NOT SHOWN ANGLE NOSING o. INTERLOCKING JOINT (TYP) f °D + FOR CLARTf1t7 o •'STREET TOP SLAB t CURB AND GUTTER DOWEL BARS INTERLOCKING + (BY OTHERS) O 12` O.C. JOINT (TYP) STREET STORMWATER t; • •' INTERLOCKING FILTERRA UNIT DOWEL BARSSTRUCTUREivII JOINT (TYP) ; O 12 O.C. 1 • i .. .A r . FILTER MEDIA PROVIDED a DOWEL BARS ao MULCH PROVIDED BY AMERICAST / m UNDERDRAIN SYSTEM .. BY AMERICAST O 12' O.C. FILTER MEDIA PROVIDED BY AMERICAST - AMERICAST • : UNDERDRAIN SYSTEM MULCH PROVIDED BY AMERICASTIinOUTLETPIPE m BY AMERICASTO z (BY orIERS CONNECT ACTION A -A TO S1ORY1 N SECTION AA Y t • +, MULCH PROVIDED BY AMERICAST ;o UNDERDRAIN SYSTEM SDR -35 COUPUNG UNDERDRAIN SYSTEM 'o Cast INTO 13Y AMERICAST DESIGNATION L W TREE GRATE CITY dt SIZE OUTLET PIPE 4 x B 4' -0 8' -0"1) 3x3 4" SDR -35 PVC 4 x 8 4 - -0 8' -0"1) 3x3 4" SDR -35 PVC 6 x 8 6' -0 W -0 1) 4x4 4" SDR -35 PVC 6 x 10 6' -0 10' -0"1) 4x4 8" SDR -35 PVC 6 x 12 8' -0"12' -0"2) 4x4 B" SDR -35 PVC DESIGNATION L W TREE GRATE CITY & SIZE OUTLET PIPE 6 x 4 6' -0 V -0"1) 3x3 4" SDR -35 PVC 8 x 4 8' -0"V -O"1) 3x3 4" SDR -35 PVC 8 x 6 10 x 6 8' -0' 10' -0 6' -0" 6' -0" 1) 4x4 1) 4x4 4" SDR -35 PVC 6' SDR -35 PVC 12 x 6 12' -0 6' -0"2) 4x4 6' SDR -35 PVC DRAWING AVAILABLE IN TIF FILE FORMAT. DRAWING; AVAILABLE IN TIF FILE FORMAT. DRAWING AVAILABLE IN TIF FILE FORMAT. CROSS SECTION DAZE 12 -22 -04 M: FTNL -2 DATE: 12 -22 -04 DWG: FTNW - DAY- 12 - - DWG: FIST - toDATE08 -30 -05 DWG: FLP -1 S PAT wiffoagwye // j2} f ] j] NOLENGTHCONRIOIIRATION IQ, y , iMJISLnS U d ® NARROW WIDTH CONFIGURATION NOR Q (S U d PRECAST FILTERRA® UNIT FILTERRAO TYPICAL tLOWLINE fi ;. ® STANDARD CONFIAuRAT10N AND QULET PIPE (REL,ATION$MIP .A C 1 US PAT 6,277,274 „_. YID -A t ON US PAT 6,277,274 U 6,277,274 US PAT 6,277,274 Oopnidt02a46rAsovas NOD 6,660,321 ANDnND 6,660,321 tpjrio2004tyAmoeae YID,ATLANTIOREGION AND eam.321 AND 6.869,321 PLEASE PRINT AND FAX OR EMAIL THIS FORM AN INTERACTIVE PDF FORM IS AVAILABLE ON THE DAKIT CD FOR EASY EMAILING FLTERPA AM GUnER TW) TRANS ION srA1tO w lb DEPRESS 011TTER OW) now. OutuR noll DaNtm= {itJ'FTER AT TFIR+OtaT OPENNG MP) irrru rrrrrur PLAN MEIN ELSV 'A' MUST SE INN" M THM SLEV V st,a t un "ff GUM FLOW n TORRA 9"V65 CURB MUT MM w MAO ®i/r 9 ELEVATION VIEW CURB CUT, GRATE INLET, 0llAIM1 a JURCN. OR t are FORM OF L O MER ELEVATION tE PLAIN VIEW STrwtal O TIVASlnaN FIRM SLEW W M= CU ANO STANDARD TO " ISR OLMER ( m ,) ( 7'MAN ELEY'S' 11i1.oM te. _I uelnu GUTEER W40SED WTI'ER AT THROAT OPENtNG (TYP) ORA04G AVAILABLE N TIF FILE FONIMAT. GUTTrl;R t7U" Ctrl'. OPA1'E ONLCT. FLOW DPAKAGE DITCH, OR WHIR F0Md OF LOWER ELEVATION TERRA BYPASS RELIEF LLB ELM IN 11, SLY W ELEVA11 MLV 05 -09 -05 0 FLR -2 FATE III + TMOAL FLOwuNE RELA P PM El EFFE43Ttlf'E STPAW Pau010 Filterra(g) Project Information Sheet Complete & send to Americost by email, fox Dr mail. Address: 11352 Virginia Precast Road Ashland, VA 23005 0 Toll Free: (866) 349 3458 Fax: (8D4) 752 -6838 fra (804) 798 -6068 Email: design ®filterrlt.corn A GmwW idN IO SIUM1 a 171u.tlaA. Ig contact Ju ilormanon Firm: Ca ll iols - £„ s ine4 -;1s 1 LL G OnF Q-h pit- Hr- I JovlO Lbr-- Date: Q--.) - -O 77 - c 0 ro'ect Information rojeet N Regulatory Municipality and State (city, county, etc.): OW 4 'L t logs n r7 A . Filterra® Details (Email, mail or fax plans to Americast - Acceptable formats are AutoCAD or pdi) Plans sheets should Filters® Structure ID include gradlimg& drains a areas, stormwater schedules ana Internal Filters® FilterraO L x W (ft) Spot Elevations Drainage Dimensions TC FL Area (ac ) mtterraw aetaus. Bypass Bypass 1D Spot Elevations TC FL CHECKED DESIGNATION L W v PIPET F• Y*IiIi 6 )f/Z 1462--t i *7UJ 0WV p A)1,4 A114 6010 -08,33 6- o IVIA AIM A7• lira Q IVIA 1 1 I I I Z Z I I 1 t W I I LL1 I I I 1 TL: s - Top curb . FL a Clow Line F1' Detail on plans COT Detail on plans 5 /S/OS f FT Plan Notes shown i www Tall Free: (888) 349 -3458 Pape 9 0 Filterra Standard Plan Notes fitterra Constructim do indallatlion A. Each unit shall be constructed at the locations and elevations according to the sizes shown un d : aplzoved drdwiz g Any mot ifrcad n s to Ilse elevation or lucaliort shall be at the direction of and approved by the Engineer. B. If the Filterra is stored before installation, the top slab nxist be placed on the boot using the 2x 1 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit to be placed such that the unit and top slab match the grade of the curb in the area of the unit Con4act wichsltabed sub - grade rtrdleri -A to 95% of maldruutrt derrsity at - 1 - 2% of optimum moisture. Unsuitable material below sub-grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the internal wooden forms and protective mesh cover must be left mtacL Remove only the temporary wooden slipping blocks between the box and top slab_ The top lid shrnild be Sealed onto the botx section beftrre backfiIli ng, using a non- shrink grout, butyl rubber or similar R^aterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed The Supplier (Ameticast or its auftrized dealer) Brill remove these sections at the time of activation. 13ac1.-filling should be performed in a carefid marma, brutging 12te appropriate fill rtmLerial up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight jaunt. In all instances, installation of l+ilterra unit shall conform to AE"1'M specification 0891 "Standard Practice for htstallation of Undergrowid. Precast Utility Structures ", unless directed otherwise in contract docunTerrts. FILTER MEDIA PROVIDED BY AMERICAST BY AMERICAST SECTION A -A ActivaWn fitterra A. Activation of the Filterm iuiit is performed ONLY by the Supplier_ Purchaser is responsible for Filterra inlet protection and subsequent clean out cost. This process cannot commence until the prcicct site is fully stabilizad and cleaned (full latldscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials cortatmiriating the Filterra' system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. Maintenance A. Each correctly installed FtlterraS) unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. Thc- cost of this service is to be included in the police of each Filterra-D unit. Extended maintenance contracts are available at extra cost upon request. B_ Armual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled sea uradly; the spring visit ahns to clears up after winter loads including salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each imintermice visit consists of the following tasks. 1. l:ilterre unit impoctian 2. Foreign debris, silt, nw1ch 8a trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or rcplaemnent as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ermling dale of Supplier's oblig•atitm to inuirltain the ims10- ed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the- plarit(s), which constitute(s) an integral part of the bioretention tedutology. F. Curb and girtter construction (where present) shall ensure that the flow line of the Filterra!* units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra environmental device_ G. Each Filterra unit must receive adequate irrigation to ensure survival of the living system dinning periclds of drier weather. This may he achieved through gutter flow or through the tree grate. 062&105 www.fltara.com iva free: (866; 345-3436 0628/03 www.11lterra.com ud Free. 1'8(56, z SRC CHECKED DESIGNATION L W QTY de SIZE PIPET 9/17/07 6 x 6 8' - 0"6' - 0 -1) 3x3 4 SDR - 35 PVC ActivaWn fitterra A. Activation of the Filterm iuiit is performed ONLY by the Supplier_ Purchaser is responsible for Filterra inlet protection and subsequent clean out cost. This process cannot commence until the prcicct site is fully stabilizad and cleaned (full latldscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials cortatmiriating the Filterra' system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. Maintenance A. Each correctly installed FtlterraS) unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. Thc- cost of this service is to be included in the police of each Filterra-D unit. Extended maintenance contracts are available at extra cost upon request. B_ Armual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled sea uradly; the spring visit ahns to clears up after winter loads including salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each imintermice visit consists of the following tasks. 1. l:ilterre unit impoctian 2. Foreign debris, silt, nw1ch 8a trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or rcplaemnent as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ermling dale of Supplier's oblig•atitm to inuirltain the ims10- ed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the- plarit(s), which constitute(s) an integral part of the bioretention tedutology. F. Curb and girtter construction (where present) shall ensure that the flow line of the Filterra!* units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra environmental device_ G. Each Filterra unit must receive adequate irrigation to ensure survival of the living system dinning periclds of drier weather. This may he achieved through gutter flow or through the tree grate. 062&105 www.fltara.com iva free: (866; 345-3436 0628/03 www.11lterra.com ud Free. 1'8(56, z SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT 0 1 SHEET SWM -2 Z Z Z W LL1 0 0 O z z z g 0 O O O ZZ W W W W LU a a a a 0 J w w w w Q V)V)U) Z iI d N d T^i O 0 CD O NIA Cn t` co ^ J E Q Oa 4 H Z N W W w Q zV) 00 Q J w LL 0 W Q Q 0 W Z 0 N W N W Q Z WO l7 n NZzWMWOI tA V) >N WIt z LL W LL J SOJWff 0 OQ- V 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET SWM -2 y 30 N P 0 N U3iNNLOU iO aL6 RAINTANK CROSS - SECTIONAL DETAIL NOTE: FOR COMPLETE MODULE DATA, SEE APPROPRIATE RAINTANK - SHEET (SINGLE MODULE, DOUBLE MODULE, TRIPLE MODULE, QUAD MODEL, OR PENTA MODEL). SX -1200 (OR EQUAL) i0 avm3 o,s 410 6s uca P NOTE: PRE - TREATMENT STRUCTURES NOTSHOWN BACKFILL COMPACTED TO 95% MODIFIED PROCTOR DENSITY UTILITY MARKERS AT CORNERS (TYP.) PAVED I ( 0.91 m) MIN. ,,-24'(0.61 m) SURFACE 18' (0.48 m) MIN. MIN. 0.30 m) RAIN TANK LOAD SPECIFI CA TI ONS Void Ration 95% Material 85% recycled Polypropylene + 10% Atlantis proprietary selec:tod materials. Biological A Chemical Resistance:Unaffected by molds and algae, soil -bourne chemicak,bacterrial and bitumen. Unconfined Crush Load 34 psi LongTerm Unconfined Cheep Test: 90 Day Dead Load Creep Test t 15' INLET 3"(0.08 m) LINE AND IMPERMEABLE LINER WHEN REQUIRED 0.61 m) RAINTANK- UNITS WRAPPED IN SI 801 GEOTEXTILE (OR EQUAL) LOAD RATING: 34 PSI (MODULE ONLY) H -20 (WITH ACF COVER SYSTEM) ItmRaffilula3wowIWROWNWIt Water Management for Life" 7171,30- OUTLET PIPE SUITABLE STRUCTURAL BACKFILL COMPACTED TO 95% MODIFIED PROCTOR DENSITY D- RAINTANKn - H2O LOADS RAINTANK MAINTENANCE PORT DETAIL RaInTank Dimensions Module Metric English Load Applied 2.85ttm 4.06 psi Displacement (90 Days)1,7 mm O.omr Total Strain AMr 90 Days 2.30%2.330% Creep Sustained After 90 Days 0.40%0.440% Temperature 20 (6 3)68-F (W 37.4) RAINTANK MAINTENANCE PORT DETAIL RaInTank Dimensions Module D- Raintank® (Matrb&) specifications Width Length Length Height Height Units)Width (mm)inches)mm)inches)mm)inches) Mini (112)408 16.06 685 26.97 240 9.45 Single (1)408 16.06 685 26.97 450 17.72 Double (2)408 16.06 685 26.97 880 34.65 Triple (3)408 16.06 685 26.97 1310 51.57 Quad (4)408 16.06 685 26.97 1740 68.50 Pent (5)408 16.06 685 26.97 2170 85.43 Module Tank T&*Water Storage Water Storage Number of Plates plink Units)Volume (cf)Volume (gal)Volume (cf)Volume (gal)Large Small Weight (lbs) Mini (112)2.4 17.96 2.27 17.06 2 / 4 / 2"10 Single (1)4.44 33.22 4.22 31.56 4 / 4 14 Double (2)8.69 64.97 8.25 61.72 7 I 8 26 Triple (3)12.93 96.72 12.28 91.88 10 / 12 38 Quad (4)17.17 128.47 16.31 122.03 13 / 16 50 Pent (5)21.42 160.21 20.35 152.19 16 1 20 62 REQUIRES 3 PLATES BACKFILL COMPACTED TO 95% MODIFIED PROCTOR DENSITY MAINTENANCE PORT THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND RE-SUSPEND ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT TO THE OUTFALL BELOW THE RAINTANK SYSTEM. MINIMUM REOUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER. FLUSH AS NEEDED. 8' -10' NOTCHES CUT IN SHADED AREAS PIPE NOTCHING PATTERN RAINTANK W lR & ORIFACE DETAIL 30" 18" 1 15" NOT TO SCAL RAIN TANK DIMENSIONS D- Raintank® (Matrb&) specifications E .511111111A IMIni (112) 408 16.06 685 26.97 240 9.45 Sirale (1) . 408 16.06 685 497 4,60 17.72 Double (2) 408 16.06 685 26.97 880 34.65 Triple (3) 408 16.06 666 2607. 1310" '51. Quad (4) 408 16.06 685 26.97 1 1740 66.50 Parft (5) 408 16.06 685 26.97 1 0 85.43 Mini (112) 2.40 10.07 17.96167.99 2.2810.06 17.06164.68 2 1 2 1 4 8.7613.97 Single (1) 4A410.13 3312!125.75 4.2210-12 31.56 1119.47 4/4 13:9716.34 .' Double (2) 8.6910.25 64.971245.94 8.2510.23 61.721233.64 7 is 25.99111.79 Triple (3) 12.93 9612.1366.13 12:26 f 0.35 91.80 1341-80 10 112 38117;24 Quad (4) 17.1710.49 128.471466.31 16.3110.46 122.031461.93 13 1 16 50122.68 Peots (5) 21.421041 1011.1 !•B06A0 20-0510-08 162191576,101 16 1 20 132128 SurfaceArea 95% void Msterial 86% recyced Polypropylene + 15% Atlantis WDIX sty selected materials 61o)ogicai i Gheaarud Reeiitarll tlnliBected by' mouktis and atgaesaidirrte . iidtofria and dturnen. Service Temperature -6 to 550C (- 21.2 -F to 131 -F) I! ASSEMBLY: All units we sesembMd Gem 4 scud plates and 4 Inge plates. These plain are dipped tnWwr Io form the box structure. UltlanaI road! Unconfined Crush Testing: Side Load: Ma wit Imperial mark Imperial tfltish LASA 24 t1m2 34, psi C11110111114Anaot 2.5, t[m2 3:58 psi ; Displacement 11mm 0.433" Displacement 10mm 0.394" Tehfp ragas 8-34 46.4757.2°x' Tegrtyeraltvre: .376C (* 3)' 62.6'f 37:4) Long -Term Unootttlned Creep Too: 90 Day Dead Load Creep Test tnlat 11C Imperial Laard Appiiad 2.83 qm2 4.06 poi Wlalntanke (Matriss) tarlc module under teat Note: Cwnlerweighis, load ad on top of the top paten, Displacement (90 Days) 1.7 mm 0.067" Ddwmafon gauge (2 ingalled), Data logger with print out Total =rsin After 90 00114 130% 2:30'16 Tbarnr000uple also Irwta6ed. Nofto om Ttarrt Univsrstly, England. Rmuft Indkets addl6orwl perfonnew a of the Creep Sustained After 90 Days 0.40% 0.40% nwxkdm during duty mndillons. It Is aarwldnied that the elfaole of side leaft around fie modules are n**nalTamPpraa20 °C ;( 3) 6B'lr (t 37.+4) "'seaming the modules are Placed horiawdally. AND COVER REINFORCED CONCRETE COLLAR WHERE REQUIRED SURFACE nn -,nx, tune el.MrLL) GEOTEXTILE NON- CORROSNE -/ NOTCH BOTTOM SOLID PLATE OF PIPE PLASTIC, SLATE SEE PATTERN OR EQUIVALENT D- RAINTANK- TYPICAL MAINTENANCE PORTezl ffluff' 1111 ) Water Management for Life" NOTE. THE 30" OUTFALL PIPE BETWEEN THE RAINTANK SYSTEM AND INLET 2 IS AN EXTENSION OF THE RAINTANK SYSTEM AND SERVES AS THE OUTFALL FOR THE SYSTEM TO STR. 2. STORM STRUCTURE 2 CONTAINS A WEIR WITH A 6" ORIFACE DESIGNED TO DETAIN THE POST - DEVELOPMENT TO PRE - EXISTING CONDITIONS. SEE SHEET DP -3 FOR ROUTINGS. THE OUTFALL PIPE FROM STR. 2 IS AN 18" PIPE, WHICH CARRIES THE FLOWS AND OVERFLOW FROM THE DETENTION SYSTEM AND THE 18" PIPE IS LARGER THAN BOTH INLET PIPES INTO THE DETENTION SYSTEM. fitt Aeftadoin A. Activation of the Filbeaa unit is petfam4ed ONLY by the Supplier_ Ptrchaa w is responsible for Filterre inlet protection and subsequent clean out cost. This process cannot comnmmm until the project side a fully stabilized and cleaned (full kZ1111capmg, glass nom feel pavmg and street sweeping compktod), negating the ebaace of Construction materials contaminating the Fdbure system. Care shad be taken daring constmetion not to damage the protective throat and tap plates - B. Activation includes installation ofplant(s) and mulch layers as necessary. A. Each correctly installed Filter:a® unit is to be maudained by the Supplier, or a Supplier approved contractor for a numniam period of 1 year The cost of this semce i9 to be included in the price of each Fill erra® unit. Extended maintenance contracts are available at extra cost upon request_ B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads including salts and sands. The Sli visit helps the system by removing excessive leaflitter. C. Each maintenance visit consists of the following tasks. 1. Filter ra* unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning of replacement as necessary 5. Replacement ofmulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed syzkm shall be deterunned by the Supplier at the tree the system is activated. Owners most promptly notify the Supplier of my damage to the plarmt(s), which constitute(s) CID ktegW part of the bimetenttun t Indogy. C.i?aQ'rD.' Page 30 RAIN TANK PIPE CONNECTIONS DETAIL END VIEW OF PIPE7FABRIC CONNECTION. CUT AN "X' IN THE FABRIC SLIGHTLY LARGER THAN PIPE, PULL THE FABRIC AROUND THE PIPE TO CREATE THE'SOOr AND THEN SECURE WITH A HOSE-CLAMP. 4 X' CUT IN THE INLETIOUTLET FABRIC TO PIPE ALLOW PIPEITANK GEOTEXTILE INTERFACE FABRIC OPTIONAL CONNECTOR PLATE (NOS PART #932 OR n \ SUBSTITUTED EQUIVALENT) NONCORROSIVE HOSE CLAMP OR TAPE USED TO FASTEN LINER TO PIPES TO PREVENT BACKFILL FROM ENTERING STRUCTURE GEOTEXTILE FABRIC r OVER RAINTANK- OPTIONAL COI PLATE (NOS PAR SUBSTITUTED EOL NONCORROSIVE HOSE CLAMP OR TAPE USED TO FASTEN LINER TO PIPES TO PREVENT BACKFILL FROM ENTERING STRUCTURE GEOTO OVER Z 0 a X Ul z zzWwLUW 0 0 0 0 oZ o o z0 dW0.a d Q 0 J Q U)U_)In U) N F 7-1 l0 1 In V N O N NNC'j p O O CI GIN IA W LO ti Ix co z O J o N Cn w 401In004 Z W W W 00 Q WW LL 0 Q Ul V Z MINEE O W N W N Z _Z WW Z I- N W in W N nn ZJM YI Ot>!10) Z MUMN LL 00J J U 0 Oat U 000 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET SWM -3 L G ND ROADS Source: STONE CONSTRUCTION ACCFSS -k 70 MIN. F+-3" S -2A ASPHALT TOP COURSE 6' WN. 21A AGGREGATE BASE MORLE STONE CONSTRUCTION ACCESS -\ 70' MIN. rn WA T PAVED SHr •% Nb1SHl?ACK 2X 1 2X 29 2• ms +-- i f .__POSTIVE ORNNAGEMUSTEXTENDFULLVAOTHITOSEDIMENTOTINGR1ESSANDEGRESS } OPERATION 1RAPRNG DEVICE P.LBd FILTER CLOTH—` SME DRAINAGE SEDWENT APPING DFIACE. A MkM= weer taP of 1 inch.m stbe iwh1edVft a nishwunt 1 inch bdeock sbotoffvahte etppbft awash hose wirh.a diammter of 1.5 Inches for adequate coudw prassure. Wash water must be ceded away froth toe entrance to an approvedsdb*.area W remove to dkud. All eedku * del be prevated from entee'nig stmn drains, Mches or eralmourses_ PAVED WASH RACK NO 1.. 2"x4" WOODEN FRAME A 7HER XCESS IT CORNERS III_ FLOW I1= IIII J. ATTACH 774E FILTER FABRIC TO THE WIRE FENCE AND EX7END iT INTO THE 7RENCH. r 'r 1 YIH`v r ll = ITIII Fz0w I 111 -' -III :III. EXTENSION OF FABRIC AND WIRE INTO THE 7RENCH. RL7ER FABR /C Le Liner GENERAL CONSTRUCTION NOTES FOR ESC PLANS 1. The plan approving authority must be notified one week prior to the pre- construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection.2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations.J. All erosion and sediment control measures are to be placed prior to or as the first step in clearing.4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7 All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved Altering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoMproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7.' OOam to 9.00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17 Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and In the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80Ibs /100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90Ibs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000/bs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95X Kentucky 31 or Tall Fescue and 0 -5X Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs /1OOsf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance. All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50X of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. PERMANENT STABILIZATION; AF7ER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE S17E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH LIME - 2 TONS /ACRE FER77LIZER - 600 LBS. /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA77ON SEED MIX - ERNMX -114 (45 LBS. /ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS /ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 LBS /ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE ALTERNATE: AFTER 774ESE AREAS ARE STABILIZED, 774EY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS IN GENERAL, ALL EROSION AND SEDIMENT CON7ROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC A77EN77ON WILL BE GIVEN TO 774E FOLLOWING ITEMS' A. SEDIMENT BASINS AND /OR 7RAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, 7HE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN 774E LEVEL OF SEDIMENT DEPOS17ION REACHED HALF WAY TO 774E TOP OF 774E BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER7ILIZED AND RESEEDED AS NEEDED. EROSION CONTROL NOTES & NARRATIVE EXIS71NG CULVERT EROSION CUL VERT HANDBOOK SP CIRCA 17074 NUMBE PROJECT LIM17S ARE 2.96 AC, HOWEVER, THERE WILL BE SOME MINOR OFF /STE CONSTRUCTION TO 77E -IN TO 0 DROP INLET & STRUCTURE NO. APPROXIMATELY 1.5 ADD1710NAL ACRES OF RUN -OFF FROM 774E EXISTING S17E CURB PROJECT CURB & GUTTER 3.04 L PROPOSED PAVEMENT DETENTION SYSTEM. EC -3A DI TCH DD DV 6" 3.09 DEP774 OF EC- JA DI TCH oo EC -2 DITCH 6"DEP774 OF EC -2 DITCH EARTH DITCH 3.14 DRI VFWA Y CUL VERT HIS/HER OWN E577MA7ES, AND THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY CUT/FILL VOLUMES BENCH MARK CLEARING LIMITS OFFS17E LAND DISTURBANCE. VDOT STANDARD STOP SIGNT 5 200 EXIS77NG CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON T8C DENOTES TOP/BACK OF CURB RELANDSCAPEO. T/B DENOTES TOP OF BOX Source: STONE CONSTRUCTION ACCFSS -k 70 MIN. F+-3" S -2A ASPHALT TOP COURSE 6' WN. 21A AGGREGATE BASE MORLE STONE CONSTRUCTION ACCESS -\ 70' MIN. rn WA T PAVED SHr •% Nb1SHl?ACK 2X 1 2X 29 2• ms +-- i f .__POSTIVE ORNNAGEMUSTEXTENDFULLVAOTHITOSEDIMENTOTINGR1ESSANDEGRESS } OPERATION 1RAPRNG DEVICE P.LBd FILTER CLOTH—` SME DRAINAGE SEDWENT APPING DFIACE. A MkM= weer taP of 1 inch.m stbe iwh1edVft a nishwunt 1 inch bdeock sbotoffvahte etppbft awash hose wirh.a diammter of 1.5 Inches for adequate coudw prassure. Wash water must be ceded away froth toe entrance to an approvedsdb*.area W remove to dkud. All eedku * del be prevated from entee'nig stmn drains, Mches or eralmourses_ PAVED WASH RACK NO 1.. 2"x4" WOODEN FRAME A 7HER XCESS IT CORNERS III_ FLOW I1= IIII J. ATTACH 774E FILTER FABRIC TO THE WIRE FENCE AND EX7END iT INTO THE 7RENCH. r 'r 1 YIH`v r ll = ITIII Fz0w I 111 -' -III :III. EXTENSION OF FABRIC AND WIRE INTO THE 7RENCH. RL7ER FABR /C Le Liner GENERAL CONSTRUCTION NOTES FOR ESC PLANS 1. The plan approving authority must be notified one week prior to the pre- construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection.2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations.J. All erosion and sediment control measures are to be placed prior to or as the first step in clearing.4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7 All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved Altering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoMproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7.' OOam to 9.00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17 Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and In the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80Ibs /100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90Ibs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000/bs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95X Kentucky 31 or Tall Fescue and 0 -5X Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs /1OOsf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance. All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50X of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. PERMANENT STABILIZATION; AF7ER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE S17E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH LIME - 2 TONS /ACRE FER77LIZER - 600 LBS. /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA77ON SEED MIX - ERNMX -114 (45 LBS. /ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS /ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 LBS /ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE ALTERNATE: AFTER 774ESE AREAS ARE STABILIZED, 774EY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS IN GENERAL, ALL EROSION AND SEDIMENT CON7ROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC A77EN77ON WILL BE GIVEN TO 774E FOLLOWING ITEMS' A. SEDIMENT BASINS AND /OR 7RAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, 7HE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN 774E LEVEL OF SEDIMENT DEPOS17ION REACHED HALF WAY TO 774E TOP OF 774E BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER7ILIZED AND RESEEDED AS NEEDED. EROSION CONTROL NOTES & NARRATIVE STORMWATER RUN -OFF CONSIDERATIONS; EROSION CON TROL HANDBOOK SP CIRCA 17074 NUMBE PROJECT LIM17S ARE 2.96 AC, HOWEVER, THERE WILL BE SOME MINOR OFF /STE CONSTRUCTION TO 77E -IN TO INTO THE EXISTING STORM SEWER SYSTEM. IN ADDITION, THIS PROJECT IS DETAINING THE EXISTING PAVEMENT. 774E PROPERTY HAS A POINT OF ACCESS VIA ROUTF 250. STORM SEWER WILL BE APPROXIMATELY 1.5 ADD1710NAL ACRES OF RUN -OFF FROM 774E EXISTING S17E L S PROJECT S7RA W BAIL BARRIER 3.04 L EROSION CONTROL NOTESDETENTIONSYSTEM. DD DV TEMPORARY DIVERSION DIKE 3.09 ST oo TEMPORARY SEDIMENT TRAP 3.13 SB EARTHWORK SEDIMENT BASIN 3.14 p HIS/HER OWN E577MA7ES, AND THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY CUT/FILL VOLUMES INLET PROTECTION 3.07 SF OFFS17E LAND DISTURBANCE. SIL T FENCE 3.055 TO ENSURE A SMOOTH TRANSITION TO THE EXiS77NG EAS7FRN PARKING LOT. WE WILL BE MODIFYING 774E DAMS, DIKES, AND DI VERSIONS IMMEDIA TEL Y AFTER INSTALLA 770N. STORM SEWER FROM RT. 250 TO THE MANHOLE UPSTREAM OF THE CROWN PROPERTY, AND WE WILL BE s CE REPLACING EX. SIR., WITH AN MH -1 AND ADDING A DI -7 AT THE IN7ERMEDIA7F LOW POINT. WE WILL ALSO CONSTRUC77ON ENTRANCE 3.02 s RELANDSCAPEO.Z A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETA77ON SHALL NOT CRITICAL AREAS CHECK DAM 3.20 OPINION OF 774E COUNTY ENGINEER OR HIS DESIGNATED AGENT, IS UNIFORM, W MATURE ENOUGH TO SUR VI VE AND WILL INHIBIT EROSION. SEQUENCE OF CGNVSTRUCnON: 1. N077FY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A FO PRE- C0NS7RUC 770N MEE77NG AS REQUIRED. 2. FLAG THE CLEARING LIMITS. TEMPORARY FILL DIVERSION 3.10 B) EXCAVATED MA7FRIAL SHALL BE PLACED ON 774E UPHILL SIDE OF TRENCHES EFFLUENT FROM DEWA7ERING OPERA77ONS SHALL BE FILTERED OR PASSEDAPPROVALFROMTHEINSPECTORONTHEPROJECT.77-IROUGH AN APPROVED SEDIMENT 7RAPPING DEVICE, OR BOTH, AND4. INSTALL THE CONSTRUC77ON ENTRANCE AS SHOWN ON 774E PLANS. W-IERE C0NS7RUC770N VEHICLE ACCESS i DV ROUTES IN7ERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE 7HE TRANSPORT OF DIVERSION 3.12 5 PS3 PS PERMANENT SEEDING 3.32 s SHALL BE ALLOIWIED ONLY AFTER SEDIMENT IS REMOVED IN 77-IIS MANNER. 7741S PROVISION SHALL APPLY 10. WHERE CONS7RUC77ON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,TO INDIVIDUAL SUBDIVISION L07S AS WELL AS TO LARGER LAND DISTURBING AC77W77ES. SHOULD THE TO TO TOPSOILING 3.30 A PUBLIC ROAD SURFACE, 774E ROAD SHALL BE CLEANED THOROUGHLY AT 774E 7RUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY 7HE EROSION AND END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SEDIMENT CONTROL PROGRAM ADMINISTRATOR. C/P 5. CLEAR S17E AND INSTALL 7HE CONS7RUC77ON ENTRANCE AND 7HE SILT FENCE WI7H WIRE BACKING ALONG CULVERT INLET PR07EC77ON 3.08 PERIODICALLY AND AF7ER EVERY ERODIBLE RAINFALL. ANY NECESSARY REPAIRS EXISTING STORMI S7RUC7URES, AND INSTALL THE DIVERSION DITCH AT THE EDGE OF PAVEMENT AS SHOWN OR CLEAN UP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIA TEL Y.ON 774E S17E PLAN. 7HE DIVERSION DITCH IS INTENDED TO CHANNEL 7HE CLEAN RUN -OFF FROM 774E DC DC DUST CONTROL 3.39 5 RUN -OFF DRA11WING THROUGH 774E S 17F NO GRADING OPERA77ONS SHALL START UN77L 774E SILT FENCE,13. ALL EROSION CON7ROL DEVCES SHALL BE IN PLACE AND FUNCTIONAL AT ALL INLET PROTEC77(ON, DIVERSION DITCHES, AND CONSTRUCTION ENTRANCES ARE IN PLACE. THESE MEASURES TSD ARE INTENDED !TO TRAP SEDIMENT AND SHALL BE CONSTRUCTED AS A FIRST S7FP IN LAND DISTURBANCE 7EMPORARY SLOPE DRAIN 3.15 J SA CON7RACTOR IS' TO STAY WITHIN THE LIM17S OF LAND DISTURBANCE AT ALL 77MES AND ENSURE POS177VE SAFETY FENCE 3.01 15. ALL EN7RANCES EXCEPT FOR THE APPROVED CONSTRUCTION EN7RANCE SHALL 6. AF7ER THE PROPER EROSION CON7ROL MEASURES HAVE BEEN INSTALLED, STABILIZA77ON MEASURES BE BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO 7HE SITE. SHALL BE APPLOED TO EARTHEN S7RUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AF7ER J INSTALLA 770N. 7EMPORARY RIGHT -OF -WAY 3.11 SHOULD 774E 7EMPORARY CO1VS7RUC77ON EN7RANCE NOT BE MAINTAINED PROPERLY 8. BEGIN UTILITY CONSTRUCTION, STORM SEWER CONS7RUC77ON, WITH THE EXCEP77ON OF THE DE7EN770N DIVERSION SYSTEM, AND C(ON7INUE TO FILL 774E 5I7E. Source: STONE CONSTRUCTION ACCFSS -k 70 MIN. F+-3" S -2A ASPHALT TOP COURSE 6' WN. 21A AGGREGATE BASE MORLE STONE CONSTRUCTION ACCESS -\ 70' MIN. rn WA T PAVED SHr •% Nb1SHl?ACK 2X 1 2X 29 2• ms +-- i f .__POSTIVE ORNNAGEMUSTEXTENDFULLVAOTHITOSEDIMENTOTINGR1ESSANDEGRESS } OPERATION 1RAPRNG DEVICE P.LBd FILTER CLOTH—` SME DRAINAGE SEDWENT APPING DFIACE. A MkM= weer taP of 1 inch.m stbe iwh1edVft a nishwunt 1 inch bdeock sbotoffvahte etppbft awash hose wirh.a diammter of 1.5 Inches for adequate coudw prassure. Wash water must be ceded away froth toe entrance to an approvedsdb*.area W remove to dkud. All eedku * del be prevated from entee'nig stmn drains, Mches or eralmourses_ PAVED WASH RACK NO 1.. 2"x4" WOODEN FRAME A 7HER XCESS IT CORNERS III_ FLOW I1= IIII J. ATTACH 774E FILTER FABRIC TO THE WIRE FENCE AND EX7END iT INTO THE 7RENCH. r 'r 1YIH`v r ll = ITIII Fz0w I 111 -' -III :III. EXTENSION OF FABRIC AND WIRE INTO THE 7RENCH. RL7ER FABR /C Le Liner GENERAL CONSTRUCTION NOTES FOR ESC PLANS 1. The plan approving authority must be notified one week prior to the pre- construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection.2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations.J. All erosion and sediment control measures are to be placed prior to or as the first step in clearing.4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7 All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved Altering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoMproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7.' OOam to 9.00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17 Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and In the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80Ibs /100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90Ibs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000/bs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95X Kentucky 31 or Tall Fescue and 0 -5X Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs /1OOsf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance. All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50X of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. PERMANENT STABILIZATION; AF7ER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE S17E WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH LIME - 2 TONS /ACRE FER77LIZER - 600 LBS. /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA77ON SEED MIX - ERNMX -114 (45 LBS. /ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS /ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 LBS /ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE ALTERNATE: AFTER 774ESE AREAS ARE STABILIZED, 774EY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS IN GENERAL, ALL EROSION AND SEDIMENT CON7ROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC A77EN77ON WILL BE GIVEN TO 774E FOLLOWING ITEMS' A. SEDIMENT BASINS AND /OR 7RAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, 7HE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN 774E LEVEL OF SEDIMENT DEPOS17ION REACHED HALF WAY TO 774E TOP OF 774E BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER7ILIZED AND RESEEDED AS NEEDED. EROSION CONTROL NOTES & NARRATIVE STORMWATER RUN -OFF CONSIDERATIONS; PURPOSE.THE CONSTRUCTION OF THIS PROJECT SHALL HAVE MINIMAL EFFECT IN PEAK RUN -OFF THE PURPOSE OF THE LAND DISTURBING ACTIVITY IS TO EXPAND A CAR DEALERSHIP OFF OF ROUTE 250. THE RATES SINCE IT IS OU7FALLED FIRST TO A DETENTION SYSTEM PRIOR TO BEING RELEASED PROJECT LIM17S ARE 2.96 AC, HOWEVER, THERE WILL BE SOME MINOR OFF /STE CONSTRUCTION TO 77E -IN TO INTO THE EXISTING STORM SEWER SYSTEM. IN ADDITION, THIS PROJECT IS DETAINING THE EXISTING PAVEMENT. 774E PROPERTY HAS A POINT OF ACCESS VIA ROUTF 250. STORM SEWER WILL BE APPROXIMATELY 1.5 ADD1710NAL ACRES OF RUN -OFF FROM 774E EXISTING S17E INSTALLED, AND WA7ER QUALITY WILL BE BE ACHIEVED VIA A B /OF /L 7ER FILTER DROP INLETS STORMWA 7FR PROJECT MANAGEMENT FOR THIS S17E SHALL INCLUDE 774E 7REA7114ENT OF RECENTLY CONSTRUCTED S17E IMPROVEMENTS SHEET RELATED TO SDP2004 -00022 STORMWATER DETEN SHALL BE OBTAINED VA/ A BELOW GROUND EROSION CONTROL NOTESDETENTIONSYSTEM. EXiSUNG S17E COVDinows: AT PRESENT, 774E S17E IS AN OPEN GRAVEL LOT, AND A PAVED PARKING LOT.1. CONSMUC INSPEC OF ALL PROPOSED ROADS WILL BE MADE BY THE COUNTY. THE CON7RACTOR MUST CONTACT THE DEPARTMENT OF ENGINEERING ( 296 -5832) 48ADJACENTAREAS_.HOURS IN ADVANCE OF THE START OF CONS7RUC77ON. THIS S17E IS LOCATED AMONG OTHER COMMERICAL DEVELOPMENTS, INCLUDING A CAR DEALERSHIP TO 774E 2.PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED EAST.AREAS WI THIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY POR77ON EARTHWORK OF THE SATE. THIS S17E IS A FILL SITE, AND 774EREFORE WOULD REQUIRE ADD177ONAL FILL. CONTRACTOR SHALL PERFORM 3.7FMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO HIS/HER OWN E577MA7ES, AND THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY CUT/FILL VOLUMES THATDENUDEDAREASTHIRTY (J MAY DAYS T FINAL GRADE BUT WILL REMAIN DORMANT FOR 4. DURING CONS7RUC77ON OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OFFS17E LAND DISTURBANCE.OR PRO7EC7E0 WI7H SEDIMENT TRAPPING MEASURES THIS PROJECT WILL 71E -1N TO OMS17E WATER, SANITARY. THERE WILL ALSO BE MINOR OFFS17E REPAVING 5-STABILIZA77ON MEASURES SHALL BE APPLIED TO EAR77-IEN STRUCTURES SUCH AS TO ENSURE A SMOOTH TRANSITION TO THE EXiS77NG EAS7FRN PARKING LOT. WE WILL BE MODIFYING 774E DAMS, DIKES, AND DI VERSIONS IMMEDIA TEL Y AFTER INSTALLA 770N. STORM SEWER FROM RT. 250 TO THE MANHOLE UPSTREAM OF THE CROWN PROPERTY, AND WE WILL BE 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED AND INSTALLED REPLACING EX. SIR., WITH AN MH -1 AND ADDING A DI -7 AT THE IN7ERMEDIA7F LOW POINT. WE WILL ALSO AS A FIRST S7EP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE BE GRADING AT A 2.1 SLOPE OR FLATTER TO 77E INTO EXISTING GROUND. 7H/S AREA WILL 7HEN BE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. RELANDSCAPEO.Z A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETA77ON SHALL NOT CRITICAL AREAS BE CONSIDERED ESTABLISHED UN77L A GROUND COVER IS ACHIEVED 7HAT, IN THE 774E CRITICAL SLOPES ARE SHOWN ON THE PHASE l EROSION CONTROL PLANS OPINION OF 774E COUNTY ENGINEER OR HIS DESIGNATED AGENT, IS UNIFORM, W MATURE ENOUGH TO SUR VI VE AND WILL INHIBIT EROSION. SEQUENCE OF CGNVSTRUCnON: 1. N077FY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A 8. UNDERGROUND U77LI TY LINES SHALL BE INSTALLED IN ACCORDANCE WITH 7HE FOLLOWING STANDARDS IN ADD177ON TO 07HER APPLICABLE CRITERIA:PRE- C0NS7RUC 770N MEE77NG AS REQUIRED. 2. FLAG THE CLEARING LIMITS.A NO MORE 7HAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE 77ME. 3. NO EROSION CON7ROL MEASURES MAY BE REMOVED DURING 7HE CONS7RUC77ON PROCESS WITHOUT 7HE B) EXCAVATED MA7FRIAL SHALL BE PLACED ON 774E UPHILL SIDE OF TRENCHES EFFLUENT FROM DEWA7ERING OPERA77ONS SHALL BE FILTERED OR PASSEDAPPROVALFROMTHEINSPECTORONTHEPROJECT.77-IROUGH AN APPROVED SEDIMENT 7RAPPING DEVICE, OR BOTH, AND4. INSTALL THE CONSTRUC77ON ENTRANCE AS SHOWN ON 774E PLANS. W-IERE C0NS7RUC770N VEHICLE ACCESS DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING ROUTES IN7ERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE 7HE TRANSPORT OF STREAMS OR OFF -S/TF PROPERTY. SEDIMENT BY (WEH/CULAR) TRACKING ONTO 7HE PAVED SURFACE. WHERE SEDIMENT IS 7RANSPOR7FD D) RESTABILIZA77ON SHALL BE IN ACCORDANCE WITH 774E ABOVE NOTES ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED 77-IOROUGHL Y AT 774E END OF EACH DAY.9. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULA 77ONS PERTAINING TO SEDIMENT SHALE BE REMOVED FROM 774E ROADS BY WASHING CONTROL DISPOSAL AREA. S7REET 7RAFFlC WORKING IN OR CROSSING A LIVE WATERCOURSE SHALL BE MET. SHALL BE ALLOIWIED ONLY AFTER SEDIMENT IS REMOVED IN 77-IIS MANNER. 7741S PROVISION SHALL APPLY 10. WHERE CONS7RUC77ON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,TO INDIVIDUAL SUBDIVISION L07S AS WELL AS TO LARGER LAND DISTURBING AC77W77ES. SHOULD THE PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TEMPORARY COIWS7RUC77ON ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL TRACKING ONTO 7HE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO IS FOUND 7RACIKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONS7RUC77ON ENTRANCE, WATER TANKER A PUBLIC ROAD SURFACE, 774E ROAD SHALL BE CLEANED THOROUGHLY AT 774E 7RUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY 7HE EROSION AND END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SEDIMENT CONTROL PROGRAM ADMINISTRATOR.SHOVELING OR SWEEPING AND 7RANSPOR7ED TO A DISPOSAL AREA. 5. CLEAR S17E AND INSTALL 7HE CONS7RUC77ON ENTRANCE AND 7HE SILT FENCE WI7H WIRE BACKING ALONG 11. IT SHALL BE 7HE OWNER'S RESPONSIBILITY TO INSPECT EROS /ON CON7ROL DEVICES 774E WEST EDGE AND SOU774 PROPERTY LINE AS SHOWN. INSTALL INLET PR07EC77ON AT THE TWO PERIODICALLY AND AF7ER EVERY ERODIBLE RAINFALL. ANY NECESSARY REPAIRS EXISTING STORMI S7RUC7URES, AND INSTALL THE DIVERSION DITCH AT THE EDGE OF PAVEMENT AS SHOWN OR CLEAN UP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIA TEL Y.ON 774E S17E PLAN. 7HE DIVERSION DITCH IS INTENDED TO CHANNEL 7HE CLEAN RUN -OFF FROM 774E EXIS77NG PARKINVG LOT TO 774E 12" 7EMPORARY SLOPE DRAIN. 7741S WILL CUT OFF MOST OF THE 12. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY THE COUNTY DRAINAGE 7HRONJGH 7HE S17E AND ALLOW GRADING OPERA77ONS TO OCCUR WITHOUT THE ISSUE OF ENGINEER OR HIS DESIGNATED AGENT IF DEEMED NECESSARY. RUN -OFF DRA11WING THROUGH 774E S 17F NO GRADING OPERA77ONS SHALL START UN77L 774E SILT FENCE,13. ALL EROSION CON7ROL DEVCES SHALL BE IN PLACE AND FUNCTIONAL AT ALL INLET PROTEC77(ON, DIVERSION DITCHES, AND CONSTRUCTION ENTRANCES ARE IN PLACE. THESE MEASURES TIMES AND IF REMOVED FOR CONSTRUCTION PROGRESS, SHALL BE REPLACED BY ARE INTENDED !TO TRAP SEDIMENT AND SHALL BE CONSTRUCTED AS A FIRST S7FP IN LAND DISTURBANCE THE CLOSE OF EACH WORKDAY. AC77W77ES AND SHALL BE MADE FUNC7701VAL BEFORE UP SLOPE LAND DISTURBANCE TAKES PLACE. THE 14. FINAL REMOVAL OF EROSION CONTROL DEVICES SHALL NOT OCCUR UN77L THE CON7RACTOR IS' TO STAY WITHIN THE LIM17S OF LAND DISTURBANCE AT ALL 77MES AND ENSURE POS177VE COUNTY ENGINEER OR HIS DESIGNATED AGENT DEEMS THE S17E STABILIZED. DRAINAGE ALOIVIG ANY MEASURES INTENDED TO DIVERT WATER.15. ALL EN7RANCES EXCEPT FOR THE APPROVED CONSTRUCTION EN7RANCE SHALL 6. AF7ER THE PROPER EROSION CON7ROL MEASURES HAVE BEEN INSTALLED, STABILIZA77ON MEASURES BE BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO 7HE SITE. SHALL BE APPLOED TO EARTHEN S7RUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AF7ER 16. TEMPORARY CONS7RUC770N ENTRANCE IS REQUIRED FOR 7HIS S17E. STANDARD INSTALLA 770N.SPEC. 3.02 IS ADEQUA IF DUE TO 774E LACK OF A VAILABLE WA TER TO 774E SI TE. 7 ONCE 7HE PHASE 1 MEASURES ARE IN PLACE, BEGIN GRADING THE SITE, AND INSTALL BUILDING F007ERS,SHOULD 774E 7EMPORARY CO1VS7RUC77ON EN7RANCE NOT BE MAINTAINED PROPERLY 8. BEGIN UTILITY CONSTRUCTION, STORM SEWER CONS7RUC77ON, WITH THE EXCEP77ON OF THE DE7EN770N OR AN EXCESSIVE AMOUNT OF SOIL FOUND 7RACKED ONTO THE PUBLIC ROADWAY, SYSTEM, AND C(ON7INUE TO FILL 774E 5I7E.THEN A PAVED CONS7RUC77ON ENTRANCE, WA7ER TANKER TRUCK WITH 2 PRESSURE 9. INSTALL THE INLLET PR07EC770N,WASHERS AND A SETTLING AREA MAY BE REQUIRED BY 774E EROSION AND SEDIMENT CON7ROL PROGRAM ADMINIS7RATOR. 10. FINE GRADE, IIWSTALL CURB & GUTTER AND SIDEWALK WHERE APPLICABLE, SEED, AND FER77LIZED THE 17. 7HE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND /ORDENUDEDAREASCONVERTTOPERMANENTS7RUCTUREALLEROSIONANDSEDIMENTCON7ROL11. PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WI7H/N SEVEN MEASURES REQUIRED BY 7741S PLAN REGARDLESS OF THE SALE OF ANY LOT. DAYS AF7ER RAVAL GRADE IS REACHED ON ANY POR77ON OF THE SITE. TEMPORARY SOIL STABILIZATION 18. SHOULD TEMPORARY SEDIMENT STRUCTURES BE CONVERTED TO PERMANENTSHALLBEAPPLIWIEDTHINSEVENDAYSTODENUDEDAREASTHATMAYNOTBEATFINALGRADEBUTST0RMWA7FRMANAGEMENTSTRUC7URES774EN7HEFOLLOWINGSHALLOCCUR: WILL REMAIN DORRMANT (UNDISTURBED) FOR LONGER 774AN 30 DAYS STABILIZA7101V SHALL BE APPLIED TO A) 7HE DAM SHALL BE DESIGNED AND CONSTRUCTED PER VIRGINIA DAM SAFETYAREAS774ATARETOBELEFTDORMANTFORMORETHANONEYEAR.REQUIREMENTS AND SHALL HAVE A CORE PER COUNTY OF ALBEMARLE 12. ONCE THE UPLAiND S17E AREA IS STABILIZED, INSTALL UNDERGROUND DE7EN770N SYSTEM, AND INSTALL ENGINEERING POLICY. 774E STONE, CURB, AND GU77ER IN 7741S LOCA770N. SEED AND FERTILIZE 774E DENUDED AREAS B) THE RISER AND BARREL PIPES SHALL BE RCP. 13 ONCE THE SITE IS STABILIZED AND 7HE INSPECTOR HAS GIVEN APPROVAL, REMOVE 7HE REMAINING C) TH SLOPE OF DAM SHALL BE 2.5:1 OR FLATTER. EROSIONEROSION CON7MOL MEASURES O) IVESU7LgT PR07EC77ON OU7 BET PROTECTION T1 A7FR DT EC-1 OR 14. MAINTAIN Ef.ROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGIN /A EROSION AND SEDIMENT 18ALL E) A GE07ECHNICAL ENGINEERING STUDY SHALL CONSIST OF 1) A S17ECON7ROLHANDIBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH INVESTIGATION, 2) LABORATORY 7ES77NG AND 3) AN ENGINEERING ANALYSIS.THE VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK. 15. ALL 7EMPORARYe EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED W774IN 30 DAYS SOIL DESCRIPTIONAFTERFINALSlTFSTABILIZATIONORAFTERTHE7EMPORARYMEASURESARENOLONGERNEEDED, UNLESS 07HERWSE AUTHORIZED BY THE LOCAL PROGRAM ADM /N /S7RA TOR. TRAPPED SEDIMENT AND 774E DISTURBED SOIL TYPE 88 (UDORTHEN7S, LOAMY):SOIL AREAS RESUL 77NG FROM THE DISPOS177ON OF 7EMPORARY MEASURES SHALL BE PERMANENR Y STABILIZED TO )PREVENT Fr1R7HER EROSION AND SEDIMENTA770N.THE PROPER77ES OF THIS SOIL VARY GREA7ZY Wl774 DEP7H; HOWEVER, 7HEY EROSION SEDIMENT ARE GENERALLY WELL SUITED TO USE AS BUILDING SI TES RESTR/C77VE LAYERS AND BURIED OBJECTS GENERALLY OBSTRUCT DEEP EXCA VA 77ONS.... 7HESE SOILS CONTROL MEASURES DIFFER GREATLY FROM PLACE TO PLACE.• CONSEQUENTLY, ONS /7F INVES77GA77ON IS NEEDED TO ASSESS 774E SUITABILITY OF 774E SOILS FOR SPECIFIC LANDSTRUCTURALEROSIONANDSEDIMENTCON7ROLPRACTICESSHALLBEINACCORDANCEWI774774EVIRGINIAUSES " SOURCE: "Soil Survey of Norfolk and Suffolk Counties, MassachusettsEROSIONANDSEDIMENTCONTROLHANDBOOK. STRUCTURAL PRAC77CES USED IN 774IS SEC77ON CONSIST OF Peragallo, 1989)"774E FOLLOWING.• 1. CONSTRUCTION EINDTANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO BE LOCA7ED TO PREVENT ALBEMARLE COUNTY NOTES FOR TRACKING OF MUD (ONTO RT. 250.EROSION CONTROL2. SILT FENCE, STAiNDARD AND SPECIFICA 77ONS 3.05 - SILT FENCE TO BE PLACED WHERE SHOWN ON 7HE PLANS OR AS FIELD COND177ONS WARRANT.ES- 1: UNLESS 077-IERWSE IND/CA7FD, ALL VEGETA7VE AND STRUCTURAL EROSION AND SEDIMENT CON7ROL J. 7EMPORARY DIVERSION DIKE, STANDARD AND SPECIRCA77ON 3.09 - TEMPORARY DIVERSION DITCHES TO PRAC7ICES WILL BE C0NS7RUC7E0 AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND BE CONS7RUC7E'D WERE SHOWN ON PLANS.SPECIFICA OF THE VIRGINIA EROS /ON AND SEDIMENT CON7ROL HANDBOOK AND VIRGINIA REGULATIONS 4. INLET PRO7FC7701N STANDARD AND SPECIRCA7701VS 3.07 - INLET PR07EC77ON TO BE PLACED WHERE SHOWN ON VR 625 -02 -00 EROSION AND SEDIMENT CON7ROL REGULATIONS. THE PLANS OR AS RIELD CONDITIONS WARRANT.ES-2. THE PLAN APPROVING AUTHORITY MUST BE N077F /ED ONE WEEK PR /OR TO 7HE PRE- C0NS7RUC77ON 5. CULVERT INLET PR07EC77ON STANDARD AND SPECIFICA77ONS 3.08 - CULVERT INLET PR07EC77ON TO BE PLACED CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING AC77WTY, AND ONE WEEK WHERE SHOWN ON THE PLANS OR AS FIELD COND17701VS WARRANT.PRIOR TO 774E FINAL INSPEC77ON. 6. TEMPORARY SLOPE DRAIN - 12" ADS PIPE IS TO BE USED TO DIVERT RUN -OFF AROUND THE SITE.ES -3.• ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 7HE FIRST STEP Z OUTLET PROTECTION STANDARD AND SPECIRCAI 77ON 318 - OUTLET PR07EC77ON TO BE PLACED AS IN CLEARING. SHOWN ON THE PLANS.ES -4: A COPY OF 7HE APPROVED EROSION AND SEDIMENT CON7ROL PLAN SHALL BE MAINTAINED ON 7HE SI7F 8. ROCK CHECK DAMS, STANDARD AND SPECIFICATION 3.20 - ROCK CHECK DAMS ARE TO BE PLACED IN AT ALL TIMES. OUTFALL DITCHES AS SHOWN ON THE PLANS.ES -5: PRIOR TO COMMENCING LAND DISTURBING AC77W77ES IN AREAS OTHER THAN INDICATED ON THESE PLANS INCLUDING BUT NOT LIMITED TO, OFF -SITF BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CON7ROL PLAN TO 7HE OWNER FOR REVIEW AND APPROVAL BY THE PLAN GRATE CONSTRUCTION OF A SILT FENCE APPROVING AUTHORITY. WI TH WIRE SUPPORT ES -6: THE CON7RACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADD177ONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA77ON AS DETERMINED BY THE PLAN APPROVING FRAME 1. SET POSTS AND EXCAVATE A 4 "X4" STAPLE RE FENCING TO THE POSTS.AUTHORITY TRENCH UPSLOPE ALONG 774E LINE ES -7.• ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 77MES DURING OF POST&LAND DISTURBING AC77VI77ES AND DURING S17E DEVELOPMENT UN77L FINAL STABILIZA77ON IS ACHIEVED. ES -8: DURING DEWA7ER/NG OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WA7ER FIL7ERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CON7ROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF 7HE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. o DD TEMPORARY DIVERSION DIKE Compacted Soil GGIN IAM rIr co J H Z Q U osv4 oa 4 D N ZQ UJ 2 W > 3 O Woo QQ Z o Q o U Z O N N W W Z Z W0 W > o) NZZDWOJ 5;N wt Z LL w LL J )0 .. w W 0 U O u 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT O F-- SHEET ESC -1 z zZWwww g f EQ O O UVV O O O O ZZ C7 UJ w 0.a a 0. 0 0 0F-IN 0 o 0 0 0 GGIN IAM rIr co J H Z Q U osv4 oa 4 D N ZQ UJ 2 W > 3 O Woo QQ Z o Q o U Z O N N W W Z Z W0 W > o) NZZDWOJ 5;N wt Z LL w LL J )0 .. w W 0 U O u 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET ESC -1 SILT FENCE IP DROP INLET PROTECTION 3.07 - NO SCALE 4. BACKFILL AND CaWPACT 774E EXCAVATED SOIL. 4.5' min. SOURCE: VA. DSWC PLATE 3.09 -1 3 , z o- wW z zw z J J 0 0 0U C 3 DIVERT N WATER FROM THE UPLAN AREAS INTO THE SLOPE -DRAIN INSTAL MANHOLE AND STORM PIPE NO—-E: EXISTING VEGETATION BETWEEN PRIOR TO GRADING /FILLING FL AUTO AND CROWN DEALERSHIPAND0TFALINTOTHEEXISTINGSTOBELOWTHESITE. THIS C VE AS A CLEAN WATER UPLAND— FOR THE UPLANQ OPERATIONS TO CREATE A CLOSED T E REMOVED. AREA TO BE DRAT E T OUGH THE SITE. DRAT AGE SYSTEM TO DIVERT FI p AND GRADED S SHOWN IN RUN OFF FROM THE R/W THROUGH ° TH PLANS, AND LANDSCAPED PER C E ITE. THIS SYS PL SHEET LL -1. E DRAIN - NAD 3 - ° ° TION AS A CLE W SD INSTALLED A C FOR THE o FILL SLOP l EX ASPHALT EX ASPHALT WI TH WI R TBM: CHISELED WIT WIRE IP BACKIN SQUARE, COR. A _ 10 DI, ELEV= 408.77' G '' T =388 NOTE: ALL ERIMETER DIVERSION WATER'INV =0. SILT FENCE VALVE " AINS 4' wL INDITCHESSLOEDR '.. W THIS AREA I WL 4 SD 2 +„ E 34" W . (E 0" W WALL •( 3) (E) 12 „ .. INLET PROTE TION, AND CONSTRUCTION iVlcrc (E ,2 r —? TS 395 - IP _ `' -'- -3 ENTRANCES HALL BE IN PLACE PRIOR P= 408.77 oHE - `-- (,) IN= 403.50 TO ANY FIL ING /GRADING OPERATIONS.PS 395 gg .. - -'–_ _ TS OUT= 395.70 o . g5 PS TS - _ off ,OHT WI TH WIRE 3 - S ASPHALT BACKING 00INLETPROTECTIONDESIGNEDTOHANDLE1ACREOF o L _ -0 + RUN —OFF. CONTRACTOR SHALL CLEAN OUT SEDIMENT DRAINAGE AREA TO- AROUND INLET PROTECTION INLET PROTECTION ON A REGULAR .BASIS AND AFTER EACH RAIN STORM. 'D C AND SSF = 0.35 w I' SILT FENCE WITH WIRE PROTECTION IS ALSO TO BE INSTALLED TO PROTECT THE DOWNSTREAM PROPERTY FROM 405 ACRES , E(1)t0 THE.. SEDIMENT RUN —OFF FROM THE GRADING OF THE SITE. 12 _ LIMITS OF DC D DISTURBANCE DRAINAGE AREA TO N -- Ao STOCKPILE i i > - INLET PROTECTION LOCATION CHAIN PROPOSED DIVERSION -DITCH TO PROPOSED TEMPORARY 12 AND SSF = 0 5 O EX. GRASSAIN -LINK FEND ROUTE CLEAN WATER FROM HE ADS PLASTIC PIPE SLOPE DRAIN. ": <'` r"'' =10 +50r r , X 1n BACK PROPERTY TO THE SL PE SLOPE DRAIN SHALL BE ACRES :. y: • •' ' AND SECURED TO o EX STING DIIVERS ON HE • DC h ` DJTCHES TO OUTFACE INTO N H `j ' C GRASS M PROPOSED SLOPE DRAIN. .wACL. / PROPOSED DIVERSION DITCH 9 > cc / / / 405 ALONG THE LIMITS OF THE — — 1 EXISTING RIVEWAY EXISTING PAVEMENT TO ROUTE . o — ENTRANCE TO BE CLEAN WATER TO THE ,, ; A I 1 1 ' OPOSED SLOPE DRAIN so CONSTRUCTION o I ENTRANCE MIN. s co (12 x1 70 CE ENTRA CE IS o °sego° r I . o°11 x I ED F Exls i 1 d NQT: AC CONTRU -CTIONa 1 1 PAVEMENT rlNC s man IVEHICL TO BE CLEANED AinI 1 1 ED P RIOR TO ENTERINEDGEOFEXISTING WAS Dogyp/ EX COMPRESSOR ENCLOSURE HIS IS ESPECIAL15o c 4 N 11 PAVEMENT __ ° ' RT IMPORTANT TO BE DONE DURING TH GRAXUSED DING ANDCEOI TIFREEZE • I '/ \ 1. FI ING OP RATIONS.TANK I ROPOSED 'ES u. ASPHALT / ,' 1 FROM EXISTING ° ° X FF= 420.38 i ,' ' PAVEMENT AND SITESTINGCr I ASPHALT 1 , ° C 1 STORY ETAL BUILDING 1 ' 1 TO SLOPE DRAIN BERN( DEPARTMENT) PRPOSED 15 CM CULVER1 v / 1 WITHIN DIVERSION' DITC ALLOW CONSTR•UC ACCEa ( 8) o FF= 420.28 X f =_ \ 410 TO DIG BUILDING FOOTERS o ' q11 +50 –O o I z O D o I 1 EX ASPHALT ' o __ 1 1 ll mole c 3 ` EXISTING >i_ OHE 0 O1 HEATING OIL 3 UNDERGROUND TANKS \ ,TIC PUMPOIL ?, , FUEL) I 1 SEPTIC — _I - (& TANK ?) 0 EXACT LOCATION & 1 CO1O CONC. GASSIZEUNKNOWN I IBM: PK NAIL _ 1 SILT FENCE TO ENCLOSE PROPOSED EMITS OF NEW GRASQ) ELEV= 419.79 X FF= 420.34' FF= 417.20' BUILDING TO ALLOWo '.` '55 ? / 75.8, o O ` yF IR MPE – CONTRACTOR TO DIG FOOTER E I 1 1 / FOR THE BUILDING. EXISTING of 0I .1 ' 4 "12 +00 72112 ! ` wL T 1 –STORY METAL BUILDING z I 42 1 1 ASPHALT \ (SHOWROOM)LLI w EM _ wL SS \ I # 1 313 RICHMOND ROAD l ! z __ ss cowOAKASALT Z - .X FF =417.23 LIMITS OF,..DISTURBANC JO J CF VN1P / FF= 422.24' X I U M420. SS / / o ' EX WATER x o ° r T = 421.01 T Doc. LIMITS OF 8 ° ° °° ' a E 4 / / / of oQO () I .OUT 141 75OHT _ . ZS _ _. DISTURBANCE °f I:1.a ` --- - 430 _ _ UNDERGROUND \ _j ss c / \ SEPTIC TANK / 415APPROXIMATE _ / ( LOCATION) \ SS r ° 4 CEDAR N c '`',. '• BRUSH _. SS C UGT o OHT _ _ j / v ASPHALT / / ° o `` _° 12+75 C nSMALLTREES ( r n n n / _ _ _J `. 1 OHE,OHT /Q \ • C- SMALL TREES 420 -.:.- / / \ Q _ 'L to °o GRASS man \ HE, H 0 SMALL TREES 42 v o GRA Jim OHT GRASS r RAPHIC SCA la 20 0 10 20 40 ° 80 Fi U W \ O ( IN FEET) ° I z \ 1 inch = 20 ft. I IF l 1 z SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT 0 I..._ SHEET ESC-2_____/ W D O B O z z z WOOOzVUUz D w wa a a a 0 J Q U) z a a oc W o 0 0 00 Q Ln N o N D NN G 1 o 0 0 0 Q GI IA z zl- Co ` z U) z J uj 0uQ w Z o W LL oa F QZ D z Q pa V Z o 0 N W N W Q Z z W0 W NZZwMWo _ Ul 0 >N wv 4 I' w J O J WclU 0 oQ V 0000 I 0 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET ESC-2_____/ Z 0 a w W z w z W z W U U z U z O g z L9 w z 0 w 0 w 0 w z Q-1 w Q i a a W N 2 a W U) a W En a W U) z W oC DC w Q Q O O r-4 O N O Lo O O qt N GIco IA oj x x ce z J Q W C-) o z Ow44L N O0 W W w Ln 2 o= Q Fm W U . z O0 o zJ Q Q a. LL 0 zo 1 00I- Q Ul 00 OU Z w 0 Z N O W N W N Z Z w w Z ? W Ul wti Z_1Ul05N ZO III I LL I— J LL O d' J w _ 0 0QLL V DU0 9 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET ESC-3 O g W z w a W O n N N C CD CD i o 3 P: Projects \Flow Auto \lmg\ Checklist _Conservation— Plan.JPG,, WA 4" IN THIS REA I WL 1 PAS i C , 3 , q 05 - -- -- Z-- ji NAD 83 O II III A - c- °0 1 PHE - - - JV HI w 5 gfff lff111ff1 `allfff ' I ,ffflfffff flf.% ,l1lgfff# 11f11 Ir'I'ff 111gj IIIIIf _ t I / meanffffrll fllff ..rif11f11ff flflff 2 FPtfff!::pp:.i 111f p• o flfffflffl fIIf1 ,,/f8ffffflf If1ff 3 IN AG` m Plant Li Abb.Scientific Name Common Name i Size Commentsi Total Quantity Onsite Canopy Interior Onsite TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED o' CANOPY:shown on plan Calculations Canopy LENGTH OF PLANTERS ALONG FRONTAGE = 240 L.F. SL i onsite and offsite) Quantity Canopy Quantity Canopy i 8 'rnin 130 10 8 1 4 520 FP Frabnus pennsylvanica Green Ash 312 " Strong central 742 6 6 4,452 6 leader 4,452 r Ilex x'Nelie R Stevens'Nefe Stevens Ho 3 IN AG` m Plant Li Abb.Scientific Name Common Name Caliper Size Comments 10-YR Total Quantity Onsite Canopy Interior Onsite TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED o' CANOPY:shown on plan Calculations Canopy LENGTH OF PLANTERS ALONG FRONTAGE = 240 L.F. SL 11 +00 ' -- onsite and offsite) Quantity Canopy Quantity Canopy TREES 8 'rnin 130 10 8 1 4 520 FP Frabnus pennsylvanica Green Ash 312 " Strong central 742 6 6 4,452 6 leader 4,452 IN Ilex x'Nelie R Stevens'Nefe Stevens Ho 8' min Full to ground 44 10 6 264 3 132 JV Juniperus vir 'niana Eastern Red Cedar 8' min Full to ground 16 8 2 32 f MS Magnolia souls Tana Saucer Ma is 8' min 145 2 2 290 PA Platanus acerifoia London Planetree 312 " SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" Strong central 479 7 3 1,437 1 4. FURNISH BALLED AND BURLAPPED (B &B) SHRUBS, EXCEPT CONTAINER -GROWN z g leader Z60.1. 479 QP Quercus palustrus Pin Oak 312 "Strong central 471 8 8 3,768 8 FINAL ACCEPTANCE. z 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST leader OWNER, DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S w w 3,768 UA Uknus americans American Ekn 131/2'35' on center 535 7 7 3,745 a 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH SHRUBS FG Fothergila gardenii Dwarf Fathergiia 5 gal.Minimum W'3 10 10 30 BEEN STRIPPED IS 4" IN DEPTH. 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND COVER WITH A 5 -10 -5 (5% NITROGEN, 10% PHOSPHORUS AND 5% POTASH) COMMERCIAL FERTILIZER, hei APPLIED AND MIXED AT RATE OF NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND O HUMUS. HI Hamameis x intermedia Amokre Promise 5 gal.Minimum 36" O 12 0 0 1000 SO. FT. LAWN AREA. Amokrs Promise'Witchhezel PLANTING SHRUBS: hei z w w w 12. EXCAVATE PITS OR TRENCH TO 1 -1/2 TIME DIAMETER OF BALLS OR CONTAINERS,j IC Ilex comuta'Carissa'Carissa Holy 5 gal.Minimum 36"14 138 138 1,932 FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES OF EXCAVATION. APPLY 2" W MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH. 13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE, THIN THAN OF BRANCHES. height o OUT STRUCTURE AND REMOVE NOT MORE 15% N N PLANTING GROUND COVER: PL Prunus laurocerasus Schip Laurel 0 5 gal.Minimum 36"10 144 107 1,070 00 STRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4 EXCEPT AS OTHERWISE INDICATED. Schipka A height 16. SPACE PLANTS 2' -0" APART BOTH WAYS, EXCEPT AS OTHERWISE INDICATED. DIG 0 ?" -I HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL TO DN RS Rhododendron spp.Rhododendron Ij 5 gal.Minimum 36"10 14 14 140 PLANT FOLIAGE ABOVE MULCH. 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE height PROTECTIVE COVER FOR SEVERAL DAYS. I N7 9,351 1 CANOPY CALCULATION INTERIOR CANOPY CALCULATION TOTAL PAVED AREA: CANOPY REQUIRED (5 %): PROPOSED CANOPY: 10 +50 PARKING CALCULA PARKING LOT TREES REQUIRED: 10 PROPOSED: 17 Q, ---- -_ ACTION '1 \ Z PLAN ) W w C \r k o Z I \ \\ 11 QP o 11 11 1 \ — _ — _— 2 QP 0 1 S1C%)\\ ,p O • S :S ' ° D --._ _ X. 20' lNGRES ` y x 3 t-- _ 11 111 I • — — / I I 1 4 10 FIG _ -- J G y C 1 • y _ z 1 1 CO AG z O I — / p p Ld cn — Z 11 0 _ d I 1 a EM , CI _ SS C co / / f 1 A U E _ 420 / / 0) // EX p TER o =_ _ _` % r o VALVE I i e Z3 425 C _ \ o . a > HE, OHT o DOG. x / - Y / k2 ° 1' ° (O S U(3 - r / vC I A Ems. LINE ESM'T. a O __ \ vG D.B. 1727, Pg 388 °. a \ \` \ HE.QHT _ y D.B. 113 pg 5783 ^ °t 9 ° c9 -- -- EP GO.. 42.Q _. - - p. 2_ EC - AQHTLEMA-L- TREES - NNS 3 2 -- - -- % _ JV S $ 3 _ 424 C s.J: 7 HE OHRAPHI SCALES TtJ SMALL__ TREES 42 % CENTEL1 ` - _ _._- :. - n TELE. ESM'T _ --20 0 20 •o so C3RNUS, - A IQ_LEX z -- 1 inch =- \ , \ , o 0 NOTES: 080 -1 8ap 0 STREET TREES REQUIRED: 1 TREE/ 35 FT. OF PLANTER FRONTAGE TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED o' 0. MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE LENGTH OF PLANTERS ALONG FRONTAGE = 240 L.F. SL 11 +00 ' --LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF 240 L.F. 35 FT 7 STREET TREES REQUIRED ACTION '1 \ Z PLAN ) W w C \r k o Z I \ \\ 11 QP o 11 11 1 \ — _ — _— 2 QP 0 1 S1C%)\\ ,p O • S :S ' ° D --._ _ X. 20' lNGRES ` y x 3 t-- _ 11 111 I • — — / I I 1 4 10 FIG _ -- J G y C 1 • y _ z 1 1 CO AG z O I — / p p Ld cn — Z 11 0 _ d I 1 a EM , CI _ SS C co / / f 1 A U E _ 420 / / 0) // EX p TER o =_ _ _` % r o VALVE I i e Z3 425 C _ \ o . a > HE, OHT o DOG. x / - Y / k2 ° 1' ° (O S U(3 - r / vC I A Ems. LINE ESM'T. a O __ \ vG D.B. 1727, Pg 388 °. a \ \` \ HE.QHT _ y D.B. 113 pg 5783 ^ °t 9 ° c9 -- -- EP GO.. 42.Q _. - - p. 2_ EC - AQHTLEMA-L- TREES - NNS 3 2 -- - -- % _ JV S $ 3 _ 424 C s.J: 7 HE OHRAPHI SCALES TtJ SMALL__ TREES 42 % CENTEL1 ` - _ _._- :. - n TELE. ESM'T _ --20 0 20 •o so C3RNUS, - A IQ_LEX z -- 1 inch =- \ , \ , o 0 NOTES: Z ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO 8ap 0 REACH, AND MAINTAINED AT, MATURE HEIGHT; THE TOPPINGS OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED o' 0. MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 11 +00 ' --LANDSCAPING SHOWN ON THE PLAN WILL BE REQUIRED TO BE IN EXCESS OF U THE MINIMUM REQUIREMENTS OF THE ARB GUIDELINES AND /OR THE ZONINGOI H ORDINANCE TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE F PROPOSED USE, INCLUDEING BUT NOT LIMITED TO THE USE OF LARGER I / n CALIPER TREES, ADDITIONAL EVERGREEN SHRUBS AND CONTINUOUS INTERIOR PLANTING ISLANDS w GENERAL LANDSCAPE REQUIREMENTS: 0 W 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES f f WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) WORK.I I 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. 74 IC 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 3 UA FOR SHAPE AND QUALITY.150 4. FURNISH BALLED AND BURLAPPED (B &B) SHRUBS, EXCEPT CONTAINER -GROWN z g PLANTS MAY BE FURNISHED IF INDICATED SIZE IS BELOW LIMIT ESTABLISHED IN ANSI Z60.1. 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL z FINAL ACCEPTANCE. z 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S w w CONTROL. REPLACE AT OPTIMUM PLANTING TIME. 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, NATURAL LOAM OBTAINED FROM A U) LOCAL, WELL DRAINED SOURCE. a 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH 1Z ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PARTICULAR PLANT MATERIAL TO 00 j BE PLANTED. MIX PEAT HUMUS FS Q -P -166) WITH TOPSOIL IN THE RATIO OF 1:3 FOR USE IN PLANTING. FOR BAS S OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT j z BEEN STRIPPED IS 4" IN DEPTH. 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND COVER WITH A 5 -10 -5 (5% NITROGEN, 10% PHOSPHORUS AND 5% POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND O HUMUS. 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH - NITROGEN CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND NITROGEN IN O SUFFICIENT QUANTITY TO SUPPLY NOT LESS THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SO. FT. LAWN AREA. PLANTING SHRUBS: z w w w 12. EXCAVATE PITS OR TRENCH TO 1 -1/2 TIME DIAMETER OF BALLS OR CONTAINERS,j OR 1' -0" WIDER THAN SPREAD OF ROOTS, AND 3" DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT. LIGHTLY COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS. BACKFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY AS LAYERS ARE PLACED. 2 Gr-- i `* CC FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES OF EXCAVATION. APPLY 2" W MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH. 13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE, THIN THAN OF BRANCHES. o OUT STRUCTURE AND REMOVE NOT MORE 15% N N PLANTING GROUND COVER: Co 0 0Q ' 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. i - 12 +75 j 1 15. LOOSEN SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN 00 STRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4 EXCEPT AS OTHERWISE INDICATED. A 16. SPACE PLANTS 2' -0" APART BOTH WAYS, EXCEPT AS OTHERWISE INDICATED. DIG 0 ?" -I HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL TO DN ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT. WATER Dip Ij THOROUGHLY. APPLY 2" MULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW y !OR OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE I PROTECTIVE COVER FOR SEVERAL DAYS. N7 LANDSCAPE MAINTENANCE: i 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE„ PRUNING SHRUBS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO ENSURE i NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT MATERIAL. r Z 0 0. U H zF n z z w W g f f OVO0o z z g D O O Ozz w w w aU)a a a z z z p O OO z w w w W a o!CC W o N N o Co 0 0Q '00 r-I DN N N Iz IA 4 o x a co z 0 0 J H z o c wi 00 W Z J a O Z a Q LL u 0 Ul I— ° z J Q V Z jy NLLp W 0) NW QZZ LLI LLI Z >0) W LU t Z = j I in 0 , 01 ) ) U1 5 Z WPM J LL J W _j 0 WMU O Q E V. U 0000 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET LL- 1 F_ z w f O U O U o: W M U) z O R U) w oC 00 0 in i O NOTES: 1. SET TREE PLUMB PRIOR TO STAKING- 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN TE- -BRANCHES AND SHALL BE PERFORMED UNDER AT TOP OUTSIDE BACKFtIt TO TERMINATE—TE THE SUPERVISION OF THE LANDSCAPE ARCHITECT. ROOTBALL do -- REFER TO TREE 3. DO NOT SALLOW AIR POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL ADD MULCH OVERTOP OF 4. IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE 5. SEE IRRIGATION PLANS/DE TAIL S /SPECIFICAI IONS AS THEY THAN 1" DEPTH AT TRUNK AND RELATE TO THIS INSTALLATION. TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS. THEN TAPER TO PROPOSED FINISHED GRADE 1' VAR) S TYP TREE GUYING DETAIL CONSISTS OF 2 PI ANT PITGUYSON 1"UPHILL " RSIDE SPECIMEN SNiRUB —` tAS SPECIFIED ON '' = "' ' DRAWINGS) TRENCH EDGE AROUND ENTIRE AREA TO BE ''- • ` ROOTBALL f' REFER TO TREE . i MULCI IED . REFER TO TREE STAKING DETAIL 1 \' •}••. ~• STAKING DETAIL i 1 \ BACKRLL WITH CULTIVATED, COMPACT EXCAVATED SOIL CUT AWAY ALL WIRE BASKETS J / ORIGINAL SOIL FROM PLANT TO FORM ROOTBALL PIT AND /OR NON - BIODEGRADABLE \ . f \ \ , PIT EXCAVATION IF LOOSE. IF TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE 4" ROOTBALLBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITHENTIREAREATOBEMIN. BURLAP ROOTBALL WRAPPING AGGEPTABLE TOPSOILKMULCHEDTOBEUNTIEDFROMTRUNKMATERIAL. AMEND BACKFILL w Lli TRENCH EDGE AROUND •_ :; ,. PER SPECIFICATIONS. COMPACT Z 2. ETICR',E AREA TO BE II y tt ...• ' •:; t {= r AND CUT AWAY TO A POINT pACKFILL IN LIFTS BY FOOT.r 1 AT LEAST 1/2 DISTANCE DOWN ' w DETAIL REFER TO ROOTBALL PIT I =- ;`_` '''_' :'T T= ROOTBALL. WATER THROUGHLY AT 1/2 U) / \` \ ;;r:'.': "`_ — REFER TO ROOTBALL PIT 'ti111 ="I °' '~' RCOTBALL : ~` — DEPTH. s . •.::.... •.: `: ? .. ..:::• :..: SCARIFY BASE OF PLANT PIT 4:: ' j::.. ° -• ' \ ~`.;, : =. :•,. • -...• x DETAIL •'- i+44 tt WHEN EXCAVATING PIT: BREAK RETURN AND COMPACT LOOSE o ^::;;.:•' '` :.r• f ` %THROUGH =y ; ;.,.. :• •• r il =y EXCAVATED MATERIAL TO mc, ' " :`y'• '• -'` :;.•. _ _.. H RDPAN (REMOVE AS PLANT PIT TO ESTABLISHED ROOTBALL ;: °- f \ :'.:':' ROOTBALL • .•':•':s NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO r • • \ ` -n DRAINAGE) PLANT PLACEMENT co NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT REFER TO FOOTBALL PIT 3 DETAIL AGREEABLE TO. THESF PI ANTING (;RITFRIA -OR WHFRF. CONDITIONS - RAISE CONCERNS - IN NO I tS: NOTES:TERMS OF PLANT SURVIVABILITY OR WARRANTY. cn 1. SET TRfE PLUMB PRIOR TO STAKING. 1. SET TREE PLUMB PRIOR TO STAKING x 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, Q>ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND OR INCURRED DURING, PLAN TI PROCESS. 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPC ARCI IITUCT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT r TREE PLANTING u" 2 .TREE PLANTING ON SLOPE 3 SHRUB PLANTING 4 ROOTBALL PI 3 N.T.S. 12 SECTION N.T.S. i2 SECTTION N.T.S. SECTION N.T.S. 12 SECTION Y. 1 0 V E i 0 3 0 LL ti-3 Z Lq z O F a_ U H H z z z w w O Z w O z D g g U z 0 0 W Z t:9 V a U a Z a w P-4 U)w a w a w a a N J CQ U) 0 z 0 z 0 z 0 i-- H w W o W N N N O\ N N d1 i Giz IA o x a c z J H z o c w O IV) v) J W Q W o 00 0 z J2 - a- LL O U D z Q J V Z N O LL O N W W Q Z z W0 cy- 0 ; >o Z zwmWpJ Ul N Wv 4 Z G_ w,Md, J WO J -i W O WU O V coo00 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET LL -2 p _ - v u . - V. V - - . . _ , . -- P -0 b.o b.0 b•0 b. V NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIALZ LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. 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SHEET LL -3 CHALLE NGER i1 r: was are protected 11 11.5 Dilenll l!IU. 6,LRQ;3; 8.1 HOUSING - F.ectangular shaped, mutt- radlised, one -piece; die-cast aluminum with -ast mounti c; arm. All hardware is stainless steel or elect.} - zinc Dht°d steel. COOR FRAME - Ow!- piece, die -cast ah.n rl:rn door frame secl.rPs in the housing with two intc tinges. Two stainless s..cel C. Dive noorfmolniors altrn easy accF::r, Anne -pan P.xn&.. lrnne gasket seals. - hE door trrrna Lhtrst the tholng. I •lie ::tilndard housina'doors('21 dnsCr prnxxit>: externs cunlwllitt'r.:• tr7rrl e I; .he C lerluer - eullirlg in a IM3 rating for all versions. LENSAASKET - Cmlrwre i clew irnpac:l re >slant gta S lens - or v lavnp W6 A temps `tat cb°ar q ass lens or ccntourec clear impact resistant glass lens is offered for lo-izonlal lamp epics. A one -piece extrude) silcone gasketssats fti° lans to the de .ast aluminum door flame: SOCKETS - Porcelain mogul -base sockets. All Snckats an} fk Wired Iwithadisconnectplugfor :he ballast. All socketsare pulse - atad. LIGHT SOURCES- Pulse - Start Metal Halide, Suoar Metal Halide, fillow Walide Metal Habrip Redl.rM FmTlope,or High Drwni.re Sodi Ill Cl.-Ar amp is supphedas standarc. 11 a BALLASTS - high -txvEr lack r bjki>. wilt, lkrlulab0_ i-iWd trailed tray. Fits. - Start Metal 1-alid° Metal Halide, Super lwl W Hatice, and Hilts Friwile Sudiurn (kLufe; balule a CWAtype aa&.t W _;a alt we desired for -O'' F opemtbn. Optional Quick Connect trackage inclides supply wiring plus modular 3 Lgs for ewj babas miring. REFLECTORS/0ISTRI11111.1701 PATTERNS - Vetcd LLn wterns ixlude: Type 1 ;2), Type l I ( 3), Type V (5), For motor Forward Throw ifl, ALtoroatve Fonrrard Throw (FA), and ARr (Advaired Reflector `echnolo ) optta sysWns: ALto'notive Forward Throw (11 and to tomotive IMerioI al) Ho Burn sg pms ind Ile Type III (q) Type i/ (5) rc Forward Ihrow (l-I) Al rctectors arebcld ritLtabb, cn3ainggon. ous'kxiblllNm disUibuU rn prl.Erhs, wiUr}ul fix -urg nlavanlEr L Phulu-nel i'r:ale is .ES1ed in woordEme wth I OVA guideliies. BRACKETS -Cast mounting a s fiat for sgjare pole appl cations. FbMure may aso be mounted to round poles Lsing the round pole adaptor ecosssory FC), , 0ich must be ordered separately: An odniced 6" arm exersion is requi foT D91)", Q90e, T90` and TN 120` fAre confipumi :ns. A locking rut sacred tV10'thf Lt: r nits and a reinlorc ri; )0 to the pole, stabi itilg 0 i:r eesy fo(t.re mountirc. FINISHES - Ea:h Wure is finished wllr _SI`s GuraG p p3lyester powder coat firishi'ig rrl:ess. The Dijm(-.rr. inishirt-stAn*P)tt`thrrevreattrr ;nan0as without cracking or peel rig, and is gouantcod for fvo full yalr8. Standard initim.i pkiliminphr,.ImIT, while, se.I1 veitlRoilmni. motall c silver, and Araphi:c. PHOTOMETRICS - Tema visit 3urwet site athdllrlr Iei- Indusirldis -mm fcr detai ed photometic data Sales IP65 Il m) Vir 0 6111 wes? Bradiet - M- OD -i - 19 Wright 7ko)l 3 ts. E. A. = 0.4 Challenger Labeti N,l f CT i Single Max /Min 18 2.0 2.2 2.8 Most Dill• 74.70 37 4.1 4.3 L.6 e16 458 3.g r.3 J6 me Ehdeldarl Nm 6:6.5 7Nt2e.Ro *(d FP FORUM I brow 3 QgO D180 7.RR NM F -fill SM :_ -timerid Nola: H@use Sift Shield adds taflriuts EPA. Goossilbotory. ably Wriar fd.lty pl (telIn)Luybp o rh)V1101 lowk)1-4100e01nJ Clair `t i 9'3LA OW: i23;tb 464i CHH M I86 V iU 5 AM 1 93 75 484 i '8'95 r _ 0 0 0 v C 0 va C 0 Q 0 C 3 va>U7 O N O c TO E U CO z ry z 0 z W N Z J J 0 U 0 L UXail a v E UO 0 UOInIn v v v 0 z F 5 N i z N Prppe[Nam — 1 FharraTipu A a" 0.re Cables Y ROTATED REFLECTOR 020D7 L81INDUMIES INC. NOTE: Reflector MUST be field rotated by the CONTRACTOR to correspond with the direction indicated by the arrows on this layout. I EXAMPLE OF DIRECTIONAL ARROW CHALLENGER WALL SCONCE NOTE: ALL LENES FOR THE PROPOSED LIGHT FIXTURES SHALL BE FLAT LENS TO ENSURE FULL CUT -OFF. INITIAL FOOTCANDLE LEVELS AT GRADE. Statistical Area Summary Labeti Avg Max Min Avg /Min Max /Min INSIDE LOT 7.47 23.3 0.1 74.70 233.00 ALL 18' POLES TO BE MOUNTED ON CONRETE PEDESTALS 2' ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT of 20'. Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description Watts 7 W. ). 4on, th0, 1 W wall 6 A D180 ROTATED 32000 1.000 CHH —FT- 400— MH— F— HSS -18 458 6 C SINGLE 32000 1.000 CHH —FT- 400— MH —F -18 458 FP FORUM I brow 3 D D180 32000 1.000 CHH -5- 400— MH —F -18 458 7 W SINGLE 32000 1.000 CHWM —FT- 400 — MHR —F -18' MH 458 CHALLENGER LUMINAIRE ORDERING INFORMATION lrm iarr•n)d13'rm; PSW — Pulsa -W Mehl 11194110 CI — Coulee red Clear 49D C;W 2 Iype 11 390 7 W. ). 4on, th0, 1 W wall lispad- rasisiaM MT - Moto Tap`• IlNdgiA 3-Type 111 400 SMV -Super Mehl Halide Na-M TT - TO -Tap' ge7mrrD °7-SK' a - Type t'750 400 %Vitt 11 -7y1T 114f9. REFLECTOltIMaIRNIU'RON PATTtM1LE -. Folhveld Tfvm (HM. FT) and Type III FP FORUM I brow 1000 MH - Metal Halide lleiable on sod. All maeloe .ell GIiOIt et4tTbl110118s delirwdart •also a %01 . 1fhQd1pw1Drm • r • c : ;< , , rtor. L L t 2+as by ft I'M l dowdli t po iM111 ooh. PhOhMrt9lr Aida is taslyd In awdailm Perimeter 411 rF24A guidalins. no, 400 we FNNtItHES - Eadh billureisfrlusllel, aMLSl'sDuaCiltll' erInislike NV'cF_ I 112 2te)24 i letitLG IU Ielllalss. The Dwaft Eridhrrifthi dui exhinle tl'ooft Moos Amid FA- Aakirred m er pooling and le qu erarW tar fhr@ 0A years. Slaridahli telors toddle tron7a, MI IR — Mehl I glide Would blade plaillnumplus, W. tllllle allin owde groin, nlelalk. direr, and graphite:oa lealden PHOTO ilstrs oom ki[ cl dUlodNNE1RC5- Plglleir DUr velasitoll llg tom_ I avraM .l hrow phfmmd k data. Fnmdnpe f 000 Vtall tx;t P1opQNeme 1 FllduroT)he 1 +val:cU HI'5 —H110 Pressure Sodum u uoLS-nres tie. es• taralq i I GH 3- T1P. ill 7M1 250A00,, 50° We# M@tl1Um)rT- urw old gte} ed tlialoeNR 754'PSf4V Pulse -Slail Mehl Halide u' J LU finmd NAWS too()750 , 10002 240AFIAhn@pl1o4mMllnIIIaieduced211rfAlrardThan" U) Frlvelupe 1000101 SEAS Superleletal "Ida 341AI- Aulnmalihe Ul J Interior Q W W o o Herimalal 9tee 3 -T-Am III 250 I'SMH - Pulse Start Metal Halide F Rai Claw CHH FT .Forward Thrtm 320 320,750j000' 4000'tempered 5 - lypev 440 SIdH 81nimi Mwal Halide Glass D 750 250,400 Hatt t000 MII —total Ildlde CI - Conloured Clear 9h0, 400 Wall Impactresistant MHR- Metal Wild Reduced fhss Emilope 1000 Nht HN Hiuli Pressure sodium R17 - Rollin HLK IRA* PLP- Platinum Plus RIIF - Ruff V1HI White Sk!G - SatinVerde Green Gill Graphite MSV - Metallic Sliver CHV 5 1000 MHR CT MT MSV PCR witPm CComfal oC Ground Connect I'a(lcaleEXAMPLEorATYPICALORDER6R - Growl ftelampinge II - 1 1 M V1'Mr Air rafrednrx are memo iN wnh.PAWaniy 7 In-lapis sWMaPo br Gwdwn VpItcrhans. M lap tolrsa of 12U ; 27T; 2- TIE- Tapnplaww -hatter! ?)('VhltPS@rY and31!`.TmTwiarr ipdfaligrwelvunega AIUlrnlsvoAtgerw111sweerieW When ordmne 750 Wald lithPheswre Sodlum.:lalteee mat be specdlod.6 Factory irpaeld PCJ1 rol@ritx field wiring h Ilrornlr voten an af:version M21 is d Um to match v4lrrc appearenlae cautery preind to highlat add Allanalevolalpe rdl rtyuit x414 rsyt:idtA 5 For idertlelionel ;+ITheytla comesh factary PMlntAl motto ordewl eRMrrhly. tee Acovo mew 6- Mr- MrIG.Tieiis yd eiarolmd ledewr dlavise spesilo& Maki Tip ooritiwls of 6- damld ro t' aylion W awletils re CI f7 odic Nleafinem Wd Neryur 1a R. ' Soo 19MI, 706 940:; epd F7Tl Mrli Tip it pre relied for highd Alhip Ahemrto edt; lot tl p Claw. vullapes%ill requite rield re •viii aearPlloa 0*1 lilmber Iltdor Itimbot t'L120— t'tloloodl 121514+ CIIIrCIIV310— GRamalI louse Side Shield 10W79LK+++ Pd".:2oD -?t7— PlrtnoeHNfor M. 240V at 2TtV 122515 6H1 FAIAiT tiSS Fxltxrral Hturse SillcShidd 1407DLKt r 1 PC14t Ph ollmd1l lAbld+ CHHr HV HIt1-1 HSS— FxDaMW House Side' 14MAIIIII K+t+ PCIND - lumod 12251 L'41+ RPPq - namA Peln Plot 1-011 MUCLH rKt24.- shvierusim rK1201 t ' Naurd ale 123111 CLR t ulatw t++ RI45- MfAI c f( V7d on Arm iH(2pL' - 'J tlwYa acing UHClOE?. 240++ _11tTaltlRdl[ lllllhl(darnolsift II C l &j29: 1turatlhns 142Ha1CLH ili4DO - fii FatiirhG Double curiae QfK4a0 1 $4H[} II Aradu!l fur round and emuart! a>Ilu 1[t_ FICi4t++ L` La ttlar(r t 3167t'A 146019Af0lrldF1Ci41- CHW ;HV2HSS- klarnal House Stileplaid 14iOW Pt+++ (930.11 OU1111) if00PY ,iflfGIhrlMcurbl4i'AYiwtt -1S r r*Ao;y collatedP%op6tm regrdred. t rnliing most be lowled in Uiehnd4olo of rho pee- cal !no* fiWla WRISLSIDESHILLUS 4•tr .- — b3 -- TYPE 11 TY IN AM 3 511- (14:S1-lRGRI K) 8'fir 143MVINOW (PIA r Pre)aell Meat a I Fame M@ 1 6:9007 Lb1 N)<rlSIKIHS W. I CHALLENGER WALL SCONCE (Vadous retectorsare.prote( US. Patent No.6i464;711) HOUSING The aeradyrhanicallrHmm halsbg is a rocergllar shape. All mocnling No It slikillm stein or alacblo4na plaied sled. WALL MOUNT - prAwked steel loltaelsel erei mumlRg Rift easily mr unts toa4 orsquare "dm box ARCPDM.pesketissuWled to be Instale l belrleen the motnthlp plait and plllltlim box. sealing the pmtim boo( tan enVando of mast The Qekaltlzed•steel untvgryal plate al vn the t1h(ftrre la smfely tD to moulding plate tiringS I"** clannipinli d esip VACh Is loetsial irlN pleat will We tex head sai*s. The uniiwrsal plate Deceits the fibre to be Eno dW it On uplilibitg positial (bled fa damp laz fauns, or dimmilibling posllon (Ilsradtlhr teat lea bW-. DOOR FRAME - I he altintmindoor tame vUh t o sbrless steel uxrUse Mains F -rsed k.jms A96s easy acxess inki the ih1nit .A ane Millie eldrudisl sili(mrs tockal seals the iic , IESNNr door tarn@ the hat The door sA n and is held in lala a ;i` Ir, .1,tdng P a rataiher. LENSJGASKET - A bl (deer lempared glass lens, v Lich is seded to the door Land lift FPIN padohNg, Is dindard. An n*nal poN m homfe lava is 8.7ftfa on most frrnpattRuDresotntfumlres. SOCKETS -HID lanilphliklart are gland paroalain medim base for the 9nall tbrare and neogiul base tnr the Medium thfize, 4KV pulse rated. The.Ltinrpaa rlcx resmo ton hare a on" Ism lherrnopkik softt LG HT SOMMS - The titfp h dosipoed to oi % tit taftnitl Pulse -SW r— Metal Hatch, Alse- SlartMiN Heide ReAlmd, Super lacteal HMO, 91par NIeW Halide Reduced. WWI Halde. Meal Halide Radwed. High Pressure Stdium • and esktgle, double a triple Gornpesl Fluorescent has. Lamps suppled as soandard HID (dear, stripped iralelLd), aid C;urnpacd Hu res(a nt(Caded, 4I0(K3lhipped in cseparateeaulcni. BALLASTI;IELEGTRICAL COMPONENTS - Eloctili i oompothlxhlsare factory inuurNed ki hu i tryl aid lam ted rdUt +laW specHi(: lauds larllcii ep(Iend out Use s tw* al lie iiil Ihruhjl a iigiher cponvnel. T his greralnal prevails the entry al E Inw(is, duet, and nnlstlre tide the txhre. The newt to open the #dso to niska rrYlrg oonnoi: s'is eliminated, thus mdMq Installaton quick and eat,. UL listed teem HID aomponerlts rAlh tO WW %W dalasig ramd tot 20P F starting. 00pect a Ruorasam[ bakis am getta c; WMrsal Vrotal]e (120 2/i'1, b[1g0HO or 34 Pl u dad Il iu60114,0 slarilp. Canhpn(t l luurtsowl. IiiMnis rAll UL ( Utiversal Lleckw ) vallepe arsaialable vft an epfond dlnmlin heft for miltlpk was of oonlrols A l c t) 1 sirbas btlidlrlplgMn mairok MCImilimp senses. ft0a batar, back up is 120 or21 t vdinge sp@al wilih VT ratul slarrity benpdMe for I1S. appli(atoris far96%VWhubr /OUR larms. CnrrsrhNta Wfiieravailable aellupes and :alleges M use ii t,oulds. 6all iarr•n)d13'rm;i1 W f2d 2i£tale 1i - NJ L!4Y TJI IlNdgiA i+orrn)t3 215nm::34inrr) 6rlergawy r111e11Z Opt01r6 else ryiNed an HiD urlNs. ()p11(1Its11x one or 1rdi0 y>ft 2f5adn, ge7mrrD °7-SK' P49'90'B-5K'11 -7y1T 114f9. EMERGENCY OPERATION - Avalieiv ofint@gral orrlerperla oplons are aarailable R Imo III FT Fo[aard Tltrow WW - Wall W4111 50, 70 1(10 No llz$ MH Metal 140 de 50. 70,10050.175Watt HE'S 14ah PtraxurR Cr>ifnm 50, 140.150 Watt to olaapN xtli Ulat3elaly lrade:vrlidlrequiraefrPer9era;; lighingaloffg Kra Wt11 d epees on Llebuil(inITY eldain, s0 thuidinp.axrltlents ten e}dl solely. Integral 120 200 940 9 ' j t /4gt,/ I'm - ronvard 26 rp+s • • n F Hal Clear. Ratle ' W-4 *4111011R Irarala)!Is an Gn (3fhnrtsrArhturdts: SVG Satin Verde A rat inerriftimwlveeeis ctalillefaliery Throw Medunh 6rlergawy r111e11Z Opt01r6 else ryiNed an HiD urlNs. ()p11(1Its11x one or 1rdi0 y>ft 511 9 26.32 A2 watt ge7mrrD °7-SK' Flccuc i t separate olmulks), for use vo 1p to 35waU Hak+gon Murip(si are avallablo on bdh Universal Mounting Plate Cdr ml.Huorescentantl HID units. 47 REFLECTOltIMaIRNIU'RON PATTtM1LE -. Folhveld Tfvm (HM. FT) and Type III H'G Hat Clear 3) reflCChers efll aV Ie on Srhtl 2MNtmCdhllL Wd Ybilr (W) reflowswe amid ier P]IYiMrtIn11`.) WMMMidtw:y HYpNFf(a) RI dMi Kra lleiable on sod. All maeloe .ell GIiOIt et4tTbl110118s delirwdart •also a %01 . 1fhQd1pw1Drm • r • c : ;< , , rtor. L L t 2+as by ft I'M l dowdli t po iM111 ooh. PhOhMrt9lr Aida is taslyd In awdailm 04'KM, D I, N CIO 12425 000 If f 41V I ,5 411 rF24A guidalins.0. .nMr43 L (. 17 CIO 19425 304, if r :4:119a FNNtItHES - Eadh billureisfrlusllel, aMLSl'sDuaCiltll' erInislike NV'cF_ I 112 2te)24 i letitLG IU Ielllalss. The Dwaft Eridhrrifthi dui exhinle tl'ooft Moos Amid a z er pooling and le qu erarW tar fhr@ 0A years. Slaridahli telors toddle tron7a, l l blade plaillnumplus, W. tllllle allin owde groin, nlelalk. direr, and graphite:oa lealden PHOTO ilstrs oom ki[ cl dUlodNNE1RC5- Plglleir DUr velasitoll llg tom_1P phfmmd k data.ermProt,pm1Upretd- cvewweaoedois«M tx;t P1opQNeme 1 FllduroT)he 1 +val:cU i u uoLS-nres tie. es• taralq i I CHALLENGER WALL SCONCE LUMINAIRE ORDERING waRMATION CHi.1 Srmll} R Imo III FT Fo[aard Tltrow WW - Wall W4111 50, 70 1(10 No llz$ MH Metal 140 de 50. 70,10050.175Watt HE'S 14ah PtraxurR Cr>ifnm 50, 140.150 Watt F- Ral Glean lenhpetedl lass 120 200 940 9 ' j RR7 - nrtrrvo HI K - Hhck 4TH I vhlMr Ilstnum llus Bur l)uif MHR - Mahl HAW RMuced I'm - ronvard 26 CH Compact Huoresrallu F Hal Clear.UE - Universal SVG Satin Verde A rat inerriftimwlveeeis ctalillefaliery Throw Medunh 32 511 9 26.32 A2 watt Tampered t;aass Flccuc i t CAM r2 pmtt , -HD e RR OR Rilltryy ei.up' 01'1 wtetal[4rWaM11,12d! tilml lamp 1kDgrup::4Maylf+}iu sa-pir ;ilt a:b@ walla 'FCv.y.i• tr 47 GFl9- t`.ommppnncct lanesccid ilnu61c.96,:i1,49 H'G Hat Clear 1120Z77MVHi)GI'I (ita{IIYie 5 vallory dart- WrmralYDbin smiq to am Inge 1200F W. Volapo, Mats 1a ILS. ploost Lid. JrleWof ff la 1911 er tlwt Ilet Oh dMdylQ anp triPlr ur ir, alto hmptinl rw anwevrd iy rlifM rk,up EV2 - Two Ewarm:i V f' rcu. PtWsi_•r: A Igl " $S Waft Ha oCtf 131ru5 t11%Goicat c4rrwk Timmy in YpfaTi iwislagplieatlon empra ice.i G'2LL to: - q'oorct i akilt Pohisarbonate LwH31Jrter UI; FI _I wee 1.— HSV MoUllch7her a z w w 347 l!J ww Wall wW1 r\ CFL Compact Huoresciat tx;t i O i Single 26, 32, 42 Watt 190GH3- T1P. ill 7M1 PSMI t - Pulse Start Motel I tattle F Rat icnr M@tl1Um)rT- urw old gte}Seta 37A YVa11 lampere[I (;(ass 0 u' J LU finmd 400 P.SMHR - Pulse Stan medal 240 Halide Illtriticod 400 Wall 211 U) SEAS Superleletal "Ida 341 Ld Ul J Q W W o o SMI In- Slpal MOW I Istria J CHWS 3 175 MH F 1.20 BRZ SOT Mil I(AMPLGOr A WICAL ORDER PRI - mien T#m P ll 1 (AtonTPer`hdn•:ell 1141da 1P -Taniter:Rout, PMA :lEitllln:aCaltY1]rldt : wlrlul £ bpnled L _0 r a MHR - Mahl HAW RMuced rS. rr111 (Jlpilili'1_lariiglr /i,arza ', CH Fmdupe 400 Wall RPS - Hi PiamureQ)dium DIM falbot'!ol(atp OimmineBalla 9 ifs tot Mtsisra( rf irad man] k iQWMawlnal Were in7AM9or49(V gkhplitealtwWoe1110IM14accaawrymidbeddadd 239, too Walt A rat inerriftimwlveeeis ctalillefaliery 32 d9 57 70 ca - Colisnot nuotwodnl r oat Gear Singl bt. t0 Wan 7cmpen al2 (,DnW nuori+9l;A it hl'(; Hat Clear 1Double57.7DWatt I'olycarbonatd CrL3 - Con1pact nuorasCem UE - Urtmrsel LI odc 120-2fllroQllUF ; 547 ii. Tamptr pmof!weidnwr mlad ba ordered seperaAdty tgse Aalauwgty ardwitd Yrhrm+rtimj Triple 9$, 99, 49 Mall a_ W rh(inmil8 toad trf, *w.%IaDLlpppv(Utges5((aidttarest IWUI a@ wiiL12[+" wrlctimp. INDlaepna0ayesl (OUtraugh8aouvyepldied CHWS 3 175 MH F 1.20 BRZ SOT M,. 2 ,p io I(AMPLGOr A WICAL ORDER PRI - mien T#m P ll 1 (AtonTPer`hdn•:ell 1P -Taniter:Rout, PMA :lEitllln:aCaltY1]rldt : wlrlul £ bpnled L _0 r a r S . • n1r.D rrr/1?l i ronii viinn: rr •`PMAIt 4re`lnlri(ltt rro lttstcf ..dr-r - -t rS. rr111 (Jlpilili'1_lariiglr /i,arza ', CH1ilpdiod 'nidlafORPFfpnstornkra5standard. t'dsoaaiY6btt ht1202Tt 0kGV. CeaWtbcooy DIM falbot'!ol(atp OimmineBalla 9 ifs tot Mtsisra( rf irad man] k iQWMawlnal Were in7AM9or49(V gkhplitealtwWoe1110IM14accaawrymidbeddadd r 00edraHorl'$10Hlemr,, scT su8cu, o istt f' 11* 0 i ;r A rat inerriftimwlveeeis ctalillefaliery LH 5p ib, (d9dt Ra - rro dws7' FID FwTcrc•gl.crir4- 344 CR ivnet Wa aiilh dimorio,bolkil'(C"wilon CietH kakoy fut Imitw}I hick-up (00) opua1.m vn I A --y it H "I it ; • ii. Tamptr pmof!weidnwr mlad ba ordered seperaAdty tgse Aalauwgty ardwitd Yrhrm+rtimj magF09Twnf Qtlarb a_ W rh(inmil8 toad trf, *w.%IaDLlpppv(Utges5((aidttarest IWUIa@ wiiL12[+" wrlctimp. INDlaepna0ayesl (OUtraugh8aouvyepldied r2 pmtt , -HD e RR OR Rilltryy ei.up' 01'1 wtetal[4rWaM11,12d! tilml lamp 1kDgrup::4Maylf+}iu sa-pir ;ilt a:b@ walla 'FCv.y.i• tr EL" UrtErcellalcl _.t,rltl'raesf(n;f? y:9riVitttHa rnlpiI ar :It C txeiWrb U I - Do %kitlti lroj o II C irAit" I iC;IPI, sii0ian 12p Jno .yll tlSae K P.. W yr d 1W. t: roll 1 e'r :ud.L o Iz. tae'ar.. 4..,.nxn4Cf L .yet - ;riR Lit LL -use Lrcx;;=-f 12V Uxtc IN islar Nor 5 vallory dart- WrmralYDbin smiq to am Inge 1200F W. Volapo, Mats 1a ILS. ploost Lid. JrleWof ff la 1911 er tlwt Ilet Oh dMdylQ anp triPlr ur ir, alto hmptinl rw anwevrd iy rlifM rk,up EV2 - Two Ewarm:i V f' rcu. PtWsi_•r: A Igl " $S Waft Ha oCtf 131ru5 t11%Goicat c4rrwk Timmy in YpfaTi iwislagplieatlon empra ice.i G'2LL to: - q'oorct i akilt UUurt0!z aoldrEtx . 1'rudl :9r!'d'JE:41 "IIV LwH31Jrter UI; FI _I wee 1.— rK190 14r1 d rosin I K190• CFiLti'S I 1 cart l e stiold I'Smill 1 T' I IM77 1:31146 14W4. I IM77+ CI Mf PL5 srldagl 91Md far hlium 172707 DF1C1043 240 t)o1r HKi1(i OF4C1 2401 yRLK- SuHaWYVhIlM 17,t56DLKi•i r S(J) - Tattaierd root pte :Willer MM7 Mnoe rasing 51547, I Araitebltun lIIn radurp qn: ruainyMli+intdr/4d lna.campdrlbN juis(iarbat atppral ty appUac(ar. J tvyueu f . e ../ d /.. . myIN D . rM . t . d iu {1m ,... f .yYld ll e aiy, awnlgeliNs Iwclwn Met dupgied lyr aantarla.K.w10.f•: 101 Nnrwwa lMY1 hAA PlrAltipieR i tMieellleu I troeTjpe I >52.br' 01 ZIM1110:3 P ao,,,rr,;,,.ea- ctaloge I NOTE: ALL FIXTURES SHALL BE BRONZE IN COLOR CHALLENGER z L _0 r a U W H g H LU H LU O U z O U z O U z Z O 0 O iy_ O ac w D I a O a O a O a z w w w l!J t0 r\n tx;t i O i O SIN IAgC1 O x 0 u' J LU E..., OE-+ Z 0 DIYJjO a w 44 0 U1 U) Ld Ul J Q W W o o J z LL o D V Z N O W N W N Z zZ aa 1 Wl7 w Z > 0) W Ul N zJ I Ul Ol>!IN LLI LL M J WSWJI _j v 0 0V00 DRAWN BY: SRC CHECKED BY: SRC DATE: 9/17/07 PROJECT NO. SHEET LL -4