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SDP201300002 Plan - Approved Final Site Plan 2013-05-02
GENERAL NOTES 36,287 SF OWNER: 04500 -00 -00 -11000 SF PHASE HA: 04500-00-00-11100 3 BUILDING: FIRST GOLD LEAF LAND TRUST SF SIDEWALK: P.O. BOX 1333 PARKING: 35,771 CHARLOTTESVILLE, VA 22902 IRA VEL WA Y 85,243 045— 00— 00 -11 OA0 PHASE IIB (FUTURE): STORMWATER MANAGEMENT PLAN RIVER HEIGHTS ASSOCIATES, LTD. BUILDING: 33,041 P.O. BOX 5548 PA VED: 76,322 CHARLOTTESVILLE, VA 22901 APPLICANT- UNITED LAND CORPORATION U) 2315 SEMINOLE LANE T VDOT STANDARD STOP SIGN CHARLOTTESVILLE, VA 22901 F-1 CONTACT.- MR. WENDELL WOOD zoo EXISTING CONTOUR TELEPHONE. • (434)975 -3334 ENGINEER: COLLINS ENGINEERING ® W 200 GARRETT ST. SUITE K, T CHARLOTTESVILLE, VA 22902 TELEPHONE. • (434)293 -3719 240.55 PROPOSED T FAX. (434)293 -2813 CONTACT- MR. SCOTT COLLINS, P.E. Q EMAIL: scott@collins— engineering.com TAX MAP NO.: 04500 -00 -00 -11000 (D.B. 1894/ PG. 386) NOTE.• PARCELS 45 -1118 AND 45 -111A (WHICH ARE WITHIN THE U 04500 -00 -00 -11100 (D.B, 1894/ PG. 386) NORTHTOWN DEVELOPMENT) ARE NOT INCLUDED WITH THIS - U 04500- 00- 00 -11OA0 (D.B. 1894/ PG. 386) SITE PLAN. SEE THE EXISTING CONDITIONS SHEET FOR THE LOCATION OF THESE PARCELS. AREA: 04500 -00 -00 -11000 — 8.187 ACRES 04500 -00 -00 -11100 — 5.930 ACRES 04500- 00- 00 -11OA0 — 0.740 ACRES ZONING. • (HC) HIGHWA Y COMMERCIAL, (EC) ENTRANCE CORRIDOR & (AIA) AIRPORT IMPACT AREA PHASING. • PHASE I — EXISTING BANK AND FUTURE COMMERCIAL /RETAIL & OFFICE USES (6.63 ACRES) PHASE it — PROPOSED COMMERCIAL /RETAIL BUILDING AND FUTURE RETAIL (8.92 ACRES) SETBACKS. • PUBLIC ROADS: BUILDING: 30' PARKING: 10' RESIDEN TIAL ZONING: BUILDING: 50' PARKING. • 20' UNDISTURBED BUFFER: 20' COMMERCIAL ZONING: BUILDING: ZERO PARKING: ZERO BUILDING HEIGHTS: BUILDING HEIGHT = 28' -10" FROM GROUND ELEVATION TO TOP OF PARAPET WALL. BUILDING PEAK (FRONT FACADE TREATMENT) = 40' -0" FROM GROUND ELEVATION TO THE TOP OF THE STRUCTURE. NOTE. • SINCE THE FRONT FACADE IS EXEMPT FROM THE SETBACK PROVISION, THE BUILDING HEIGHT IS WITHIN THE ALLOWED 35' HEIGHT REQUIREMENT WITHOUT ADDITIONAL SETBACKS. EXISTING /PROPOSED USE. • PHASE H — EXISTING SITE VACANT, PHASE I — PARTIALLY DEVELOPED (EXISTING BANK) PROPOSED USE. • 45,600 SF COMMERCIAL /RETAIL BUILDING ON PHASE ll SUBDIVISION STREETS. • CURB & GUTTER WA TERSHED: THIS SI TE IS NOT LOCH TED IN A RESERVOIR WA TERSHED. TOPO & SURVEY- TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR ROUDABUSH, GALE & ASSOCIATES, FIELD VERIFIED iN SEPTEMBER 2012. BENCHMARKS: 1. BRICKNAiL A T THE SOUTHEAST CORNER OF THE DROP INLET (EL. 457.79) 2. PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET (457.44). 3. TOP OF SANITARY SEWER MANHOLE #4 (EL. 429.89) 4. SOUTHEAST CORNER OF CONCRETE SLAB AT PROPANE TANK (EL. 424.27) DA TUM: ELEVATIONS ARE BASED ON NAD 83 DA TUM. EXISTING VEGETATION: MOSTLY WOODED WITH PREVIOUSLY CLEARED AREAS. CRITICAL SLOPES: CRITICAL SLOPE IMPACTS WERE PREVIOUSLY APPROVED WITH THE PHASE I DEVELOPMENT PLAN WITH THE APPROVAL OF SDP - 2004 -024 AND SDP' - -2004 -045. THIS WAS APPROVED BY THE PLANNING COMMISSION ON OCTOBER 18TH, 2005 AND THE BOARD OF � SUPERVISORS ON NOVEMBER 9, 2005. SEE THE CONDITIONS OF APPROVAL' ,,FOR THE CIRITICAL SLOPE IMPACTS, LOCATED ON THIS COVER SHEET. FLOODPLAIN/WPO BUFFERS. • THERE IS NO 100 — YEAR FLOODPLAIN ON THIS SITE. THE 25' STREAM BUFFER IS SHOWN ON THE PLANS. ACCESS. • THIS SITE ACCESS FOR PHASE ll IS FROM THE PRIVATE TRA VEL WA Y THROUGH PHASE I OF THE DEVELOPMENT WHICH INTERSECTS ROUTE 29 AT THE EXISTING STOP LIGHT LIGHTING: THE SPILL OVER LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND -- - - -- -- - � PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE —HALF (112) FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS J,000 -QR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGES OR SHIELDED TO -- -- -- REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AW# FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC READS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED QNE —HALF FOOTCANDLE. SEE THE LIGHTING PLAN FOR THE FINAL LIGHTING PLAN DESIGN AND LUMINAIRE SCHEDULE. RETAINING WALLS: REDI —ROCK RETAINING WALL DESIGNS HAVE BEEN INCLUDED WITH THIS SITE PLAN. THIS WALL SYSTEM IS PROPOSED ALONG THE EXISTING STREAM BUFFER AND ALONG THE PROPERTY BOUNDARY AS SHOW ON THE CONSTRUCTION PLANS. THE RETAINING WALLS CANNOT DISTURB THE UNDISTURBED BUFFER FOR A FOOTING OR REINFORCING GRID. IF REQUESTED, DETAILS WILL BE PROVIDED WITH THE RETAINING WALL BUILDING PERMIT APPLICATION THAT SHOW NO DISTURBANCE OF THE BUFFER WILL OCCUR. MECHANICAL/ HVAC EQUIPMENT.• ALL HVAC UNiTS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, TRASH COLLECTION: DUMPSTER PROVIDED ON PLAN. ADJACENT PROPERTY OWNERS. • SEE EXISTING CONDITIONS, SHEET 2. PHASING: PHASE 11A — (THIS PLAN) ONE (1) COMMERCIAL /RETAIL BUILDING & PARKING AREA. PHASE 11B — FUTURE COMMERCIAL /RETAIL BUILDINGS AND PARKING ADDITIONAL UTILITIES. WATERLINE AND SANITARY SEWER CONNECTIONS SHALL BE EXTENDED INTO THE PHASE it PORTION OF THE SITE FOR THE PROPOSED DEVELOPMENT. ALL TIE —IN CONNECTIONS TO EXISTING UTILITIES ARE LOCATED ON —SITE. STORMWA TER MANAGEMENT FACILITY- PROPOSED BIO —FILTER SHALL ACCOMMODATE STORMWATER MANAGEMENT REQUIREMENTS. SEE WPO PLAN FOR THE STORMWATER MANAGEMENT DESIGN & SEE SHEET 8 FOR THE IMPERVIOUS AREA QUANTITIES BUILDING SUMMARY BY PHASES: PHASE I BUILDING SUMMARY- RETAIL USE. 10, 250 SF BANK USE: 3, 090 SF FOOD USE. • 5,000 SF OFFICE USE. • 65,650 SF PHASE Il BUILDING SUMMARY- RE TA IL USE. 45, 600 SF GROSS FLOOR AREA: 129,590 SF GROSS LEASABLE AREA: 103,6 72 SF PARKING: PARKING REQUIREMENT FOR A SHOPPING CENTER = 4.75 SPACES PER 1000 GROSS LEASABLE AREA: PHASE I REQUIREMENTS: 67,192 GLA REQUIRED SPACES: 320 SPACES PROVIDED SPACES: 322 SPACES PHASE ll REQUIREMENTS: 36, 430 VLA REQUIRED SPACES. 174 SPACES PROVIDED SPACES. • 196 SPACES (NOTE: ADDITIONAL PARKING SPACES PROVIDED FOR FUTURE COMMERCIAL /RETAIL BUILDING) MAXIMUM EMPLOYEES: 30 EMPLOYEES AT ONE TIME (PHASE ll RETAIL BUILDING) BUILDING SEPARA TION: BUILDING SEPARA TION SHALL BE A MINIMUM OF 10 FINAL PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 4:14:4 W � SCALE: 1" = 100' v.,,.URRENT OWINER/DEVELOPER 0 1 1 as I CHAR LOTTESVI LLE, VA 22902 TOTAL PHASE IIA PAVED PARKING & VEHICULAR CIRCULATION AREA = 121,014 SF IMPERVIOUS AREAS. • PHASE l (EXISTING & FUTURE): BUILDING: 36,287 SF PA VED: 122,754 SF PHASE HA: EXISTING CONDITIONS 3 BUILDING: 46, 492 SF SIDEWALK: 6,252 SF PARKING: 35,771 SF IRA VEL WA Y 85,243 SF PHASE IIB (FUTURE): STORMWATER MANAGEMENT PLAN EC -2 DITCH BUILDING: 33,041 SF PA VED: 76,322 SF TOTAL (EXISTING, PROPOSED & FUTURE): BUILDING: 115,820 SF (187) PA VED 326,342 SF (507) OPEN: 212,414 SF (327) FIRE DEPARTMENT NOTES 1. CONSTRUCTION TYPE IS MASONRY NON — COMBUSTIBLE (ISO CLASS 4, IBC TYPE 11A). 2. KEY BOX IS REQUIRED BY THE FIRE DEPARTMENT. THE FIRE DEPARTMENT SHALL BE CONTACTED DURING CONSTRUCTION TO DETERMINE LOCATION. COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293-3719 0 /<r0, �FR Rogtirs 0 �o 0 SITE vv VICINITY MAP SCALE: 1" = 2,000' Sheet List Table - SITE PLAN Sheet Number Sheet Title I COVER 2 EXISTING CONDITIONS 3 SITE & UTILITY PLAN 4 NOTES & DETAILS 5 LANDSCAPING PLAN 6 LIGHTING PLAN 7 UTILITY PROFILES & DETAILS 7 TOTAL NUMBER OF SHEETS Sheet List Table - WPO PLAN Sh,- f�urriber Sheet Title i COVER 2 GRADING & DRAINAGE PLAN 3 DRAINAGE MAP & CALCULATIONS 4 DRAINAGE PROFILES & CALCULATIONS CURB & GUTTER EROSION & SEDIMENT CONTROL NARRATIVE 6 EROSION & SEDIMENT CONTROL PHASE I PLAN 7 EROSION & SEDIMENT CONTROL PHASE II PLAN 8 EROSION & SEDIMENT CONTROL DETAILS 9 STORMWATER MANAGEMENT PLAN 9 TOTAL NUMBER OF SHEETS R_ GADS TDATE DEPARTMENT OF COMMUNITY DEVELOPMENT EXISTING CULVERT * /7 b3 CULVERT 0 DROP INLET & STRUCTURE NO. ° 0 0 CURB ARB CURB & GUTTER DEPARTMENT OF FIRE RESCUE i' 5 ALBEMARLE COUNTY SERVICE ((AUTHORITY PROPOSED PAVEMENT VIRGINIA DEPARMENT OF TRANSPORTATION EC -3A DITCH 6 DEPTH OF EC -3A DITCH EC -2 DITCH 6" tr 4 DEPTH OF EC -2 DITCH n CLEARING LIMITS APPROVALS TDATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING e * /7 b3 ENGINEER p,L '_S INSPECTIONS c ° 0 0 C - .S i ARB AS NOTED DEPARTMENT OF FIRE RESCUE i' 5 ALBEMARLE COUNTY SERVICE ((AUTHORITY j , VIRGINIA DEPARMENT OF TRANSPORTATION /Z HEALTH DEPARTMENT ''�� 0 SC T R. COLLINS'Z Lic. No. 035791,E -22-/3 �4 o��SSI4NAL z a u to U.1 0 z 0 w z ® ~ ui 0 H N W ce Z J ; o m V p z i z ' a O J r I�2 Z w 0 0 w 0 O O U _j _j 4 i CX ca CL ED U3 LU Q w w w CL CL �j 1 tx V) V W C 0 i I � D CL I t7y Uj V) a Z U_ w r4 ZMt � a N M � � ....... EARTH DITCH Q "` 0921029 DRI VEWA Y CUL VERT 1--1 ° 0 0 SCALE AS NOTED a BENCH MARK J 1 N J 1 CLEARING LIMITS U) T VDOT STANDARD STOP SIGN W F-1 zoo EXISTING CONTOUR top --- PROPOSED CONTOUR ® W Q� T 240.55 PROPOSED T .�— TBC DENOTES O OP /BACK OF CURB Q T/B DENOTES TOP OF BOX � U - U � a a tlLr �egyfest_ t,�ou of Saetion'4 ?'. "s to allow ac[ivifv n� cr iicl�c The critical sl opeswaiveiWNorthtownEena :Twasopmycd Wed iinifi'etindingtla the strictapplfeatf viof the raquSrzmtnfs'af Sactiup 4,'e. would notfcrwatd the purposes of tlae chzptti trat.uthe rwisz 3arvc the public hca ih, safcr1 or welfatc, or ahnt airernatfves praptwed by rho leyelnper would spti$r titasc purposes athast to Sr e4uivaient degree;; suOjoctto the following conditions: Nanhlg4M.Cerrcr as z' ct Ocl4tiFr2$i 2043 I. :In addition. o: atl tithe : erasion and sediment contr[t} measures thnt may bo tequir t by the .W Pi Owtiun0rnfinance, theepplicsnt: shailptoyideerosionand *OmnntcaIIuolmsasurastosssure,to rife ssitisEaetiodoflhe Pmgrern:.A'utlioitry,,thut itfs'pm"vidi[ig highievels6fa! %ctiveiie�fn eortaglt'trg `sWif"nCduring cuftsa ictivit. 1b , measiitca ahall include but.nbttie timit4d to: a A wmtructioa scheduta that tnenfrriiaes tite iluraiJan of distuihanea (e:g:, phsying ut the erosim and sa)imont cgntral pItn). b t�swgirtgtta> cierruys0,4"ntbasirmdesign44t Wiudethe useofitoceufants' c; -Nlsttiitg exposed slop" as'detenniacd;nP ¢ raptWe by the fragrant Actt3 yriiy d, ThecontractUCSi[ allhsve, alespoetsitieLandDractlrGsr("RLfl ") ontha ;ffcthroyglmuYtha gerlgddunn 01ch the site s urderc4nshuctran: a R1 U" sttali maintain a datly.etosion end secttment eariUnl ursp[xitivn l.rg d[.ruor>Ytisung that ert�wrtmid sc{limecit torumi rnr;egures are bong old'Wy'manit'4*and 4eftpiim4les 40 being qu,"wy ivpsrred, x he "1tiD "`shalt assurethat alt control measures ary being maittiinedln pptiutaisnnditiitn; >I'he`lugshdil be made availabielbr, inspection by the:FrdRrata AuthoMy at, mytime dnrit g tegulstirbuahiess hours, e Ifdatermmad:to trg necassory by the Program Autlior4y, tk.suratytequited by Albomatlii Count ; Cade Seiation 17.2117 short itretixtcana[tniuntdetermined by ihcPrtrmn Authorityto, be teiisgnabty neCCSS ity tp to to corrective action Wrepaii or rmture,dowasirsam proprrues; ciatu4ged liu[in}r consintctiprt by rpndff: or sadittieitt; 2. Iri addiUnn kn'nlf nttfet storm: yule mar ,gemer[f iequirements 1hat.tnaY bo tequficsi by 010. Water L?ivtec4on ordrnanae a; Thestot�wryter mana�ament plaushall �neluda sdditiijnal [neasures detCtnrinci.by�he Pragrani Authanty q ba negassary !q order to rapiuip, la tiic,maxlmum alttent practical? tlae, nrno� &oni ', tha srte, bMh duritr,� and ai3er construction b, ThasUtraitav8tar[ rrari gamant7rtan3fzllrnctridorncasura §topravegt #uiheiulla3texte[tt.gcssii3ie, datuagmg conditions io dowastteam properties gtrd recefvirr{t watarways frdm: e[:ourrlaig. as a rasuit a!' ifra dsrvalpFinartt githe srte iM.rth dijrin� and:ttflc[ wnstr+aabon, c 3n drdet' tk, allowfh�Pro�raurAUtholUt! tv' dekelo�SapFagpnateirreastrres ,t4patistyptRagtgphaCs).. an ...o of this condition, the apgRcans sttnll'subtnit dais domoastrating the peak flow of runnt) Pita—, uic.ait£ and i,.,c,. ,:..nT,t te, tn.temaia C,Aun � uvu S4oti4n4`:1741, 1.74140)1 3, lnthopisndiaringoonsauctionthesequoitee: ofthsstormwatarmanabeineptaddr ;ss+�theswituiiin,Ft aVet ofthe.streem flovr�;it any; 4, Iti dardunctfan with die Mist site plan, sufficient fandscapingaadscs�ingsio !bepidvidgdto ttien atljucont [esfdettirai prcrpertles Pruitt aivas nfdisturbad edtici+$ slop s; and 5. All of the other cdnditioais resprniiieriited by staff, O1 � I N� Oj 0 a 0 0 `o CV a 0 a x X E3Uj w Ma V) In 'o s 3 0 N 0 JOB NO, E 0921029 ° 0 0 SCALE AS NOTED a SHEET NO. 1 N 'o s 3 0 N 0 I ' I ' I ij I \. NOTES: 1. TOPOGRAPHY /SURVEY: TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR ROUDABUSH, GALE, & ASSOCIATES IN JUNE 20 f 2. TOPOGRAPHY WAS FIELD VERIFIED IN NOVEMBER, 2012. 3. THERE IS NO FLOODPLAiN LIMITS LOCATED ON THE PROPERTY PER FEMA / / TMP 45C- 1 -P -12 Z TMP 45C- 1 -P -11 N/F BRUMBAUGH MAP #51003C01400, EFFECTIVE DATE: FEBRUARY 4, 2005. / y / N/F BANCROFT / ZONE: R2 4. MUCH OF THE SITE HAS ALREADY BEEN CLEARED AND GRADED UNDER AN ' ' / \ TMP 45C- 1 -P -10 ZONE: R2 USE: SFD N/F DOLZER USE: SFD #2923 TMP 45C- 1 -P -13 EXISTING EROSION AND SEDIMENT CONTROL PLAN, \ I / TMP 45C -1 -P -9 / ZONE: R2 #2925 DB 1005 PG 344 / N/F HAMILTON N/F EMSWILER s USE: SFD DB 1006 PG 681 - / ZONE: R2 5. THE CRITICAL SLOPE IMPACTS WERE APPROVED WITH THE PHASE i i � ZONE: R2 #2927 -- , � = -- -" DEVELOPMENT PLAN ON THE PROJECT SP2004 -024 APPROVED BY THE / / / . - �- 1 f- USE: g21 D } USE: SFD DB 1630 PG 654 PLANNING COMMISSION ON OCTOBER 18, 2005. THIS INCLUDED IMPACTS TO THE #2929 / / ,�Z� , r , = - /J / / / / - DB 1038 PG 42 CRITICAL SLOPES LOCATED OUTSIDE OF THE 25' WPO STREAM BUFFER. DB 2107 PG 115 _ I - A� _ 1- / i /' / % i i / -- -- = -- , ' / ( r / / / / \ TEMPORARY CONSTRUCTION EASEMENT �- / / / �; ! / S ` 0 49.41 .59 W / / / - , \ FOR FUTURE STREAM RESTORATION WORK \ ! / / / 1 7 -' / S24 , ; / ' ' \ \ \ \ \ \ �V 1 ! r l' / 319.938 0 / / ! / `; �\ \ \ \ '\ \ \ / : / ' AND,F''A :1N____ T--/ / / , 1. - ' ° ' 41.00 "W ' " \3� +. i / ° i �F:1 :/ - �-- j -- ' i / %! ' l I / I I / TMP 45C- 1 -A -26 i l ' \` S24 4 0.010' �i �. ' ' , ' _ ; ffi ; l / / 1, '�I I / / /' i / , ' / /! / / f --\� / \ / -' N COAKLEY 1. \ 26 Q \ \ u� �- i =--�. , I. s f / f ... / / / % / / ETgpCK - -�-' T / / i ONE: R2 \ \ \ -= -� \ ° �� { l t % y I / / 1 5q' -E! ILDIN. - -� / / / / �\ / ^q� �E: SFD I / �" #2919 I / , - > y %_!- -/ I I I i % / / / / / \ \ ; DB 459 PG 233 I' 1 l \ / � �.,.N' . , �'ir:t�.'::*. 1 1 1 1 / / TMP 4581 -1 -A -4 \ M I '/ ! _ . f'G tiY 7 a I f , " ' i� �� i� ,� :+ l k { { I 11 ( ! 1 J / / ; i �/ / / N/F KUHN - \ `- Fo } I >/ !! / /-" �F 1�<, I , t 3 I' \ E :{ ( i\ I i ' / % , / / / , i , r Cfl ! / t .�l i + { S I / \ ZONE: R1 \ CO w I % { r - / �, I, I } I { .k i I / J ' / ! / % / i / �' USE: SFD \ a I \ / % i ; T- \ / J BENCHMARK: _ / -- L -- T d am( i 3� j, �� ;, I j �, �. } �1 4 I <1 1 i / 1 i l /i f( l / / ! / / , / i , ' / , ! / /' -TMP 45C -1 -A -2 #123 ' \ \ 0 I /� — -Yr7� , ' $ � �I i L. I 1 I\ j / / / / / / / ' / ' \ / / % N /F'\HANNOLD 1 ` \ S.E. CORNER OF CONCRETE _ ,�- 3 ; � , I j `.. I 1 ! f ! / i ZONE: R2 DB 2202 PG 307 \ \ 0) ,, / - -C -� {�1t - �. , I� ! f� I . } i ` >! I ( d / i ! / / /` , `` SLAB AT PROPANE TANK ~` \V I / / / / / l \ \ \, ! _ , f -- - - - �x 1 3 EXISTING i } I I: 1 ..;; 1 / l / l i % / / i / \ / ;' US SFD ELEVATION = 424.27 - - -f -_. ��� `s / ; I k 'I I / % -- 1 \, _ i .� r WETLANDS } i f / / / / ' /\ /I \ / ! I ` - ! 1 ..�, 1 I i , I I ;: ! { '. 1 I I I ( / / / / / / / / / / 112917 4 PG 361 ! k `. ' �6 \ \ ` \ \ , i I i 1 4 -I :: I "I• r. ':. � t , I I 1 ! f I , / / / \ I � \ ' C'A \ \, 1 1 ��i��i��4 I,I !III ;, k \ ��a�� ( I \ ► it I \ \ ' 3 �� , I' I } t 4 1 :1 I E ;`� 1 I I I (! ! ' I / / / / , // / /' / \ {, o • °o� �, I 1, \ \ �._ / k, - `� I I �I I I \ \ EXISTING �� { i I �' i I`ll I 1 .. I i ! r ! ,I ! f / l �i / f / �s / ---`� 1 Aw I ( 1 ' \ I { I { i EXISTING 25 WPO ( i (I (I i yh 11 ) i ��{ . ,y' ( \ \ STREAM �, I I I I) i . # STREAM BUFFER ( i �( i i ; ! %/ -} �,1 �\.0� , 1/l \ \ ,��i \,, I.rI i. ?ri ! I I i I i I I i 1 { 1 \ \I i \ \ O �, h 1' J \ i i I I I I 1 I \ 1 f I I A�\ I° ! 1 ! ! I V } 1 v `� t \ \ , ---- -- O I 5�. 0 ^o �\ � J ! EXISTING 20 ACSA \, \ �-0 #� � I I 1 r: f I ! I \ , TMP 4581 -1 -A -2 \ UTILITY EASEMENT \ \ , \ , ? : ( ! I I \ � \ TMP 45C- 1 -A -24 /r ! \ l ( I I D.B. 1724 PG. 42 ,',\ , k , i ,:d i I 1 1 \ , N/F BURTON k 1 } I\ \ l I I ,.I I j }, `' \ N/F RAJMP 45C OR AGHER \ I / ,� `.\ \ \ , i \. J 'f `l I :I Nt t I I i } 1 \ \ ` \\ \ \ \ \ ZONE: R2 11 ZONE: R1 ([ r I USE: SFD \ 11 ` \ ; 1�/{ ( I \ I \ \ \ �, 3 { I (I ;I i . k\ j ! i 11 ; I! I 1 1 } ' \ \ \ \ , \ USE: SFD \ `,I i I \ \ 1 ,� { !'� I I , , ( ! { \ \ -_ #2915 #103 I l I �� i \ \ + t <t ` + I ` I w 1 \ �` DB 1595 PG 68 \ I I I I 1 I \ \ �, \ I 1 G.: \ + j I j ! ( I 1 \, \ \ \ DB 1838 PG 154 1. ,— \ /Ns 8�1 I{ jki I \ \ \ I., \ -\v!, \! } -\ \ : \\� i + k 1 \ \ \ - , .\ °� i ' ( i EXISTING GRAVEL DRIVE 'i �� ' `� \ :5 \��, i ! CRITICAL SLOPES TYP. i I \ \ ` \ / 3 9 { { `I \ � �. \ r Ssr 1 } `` i i \ \ ��. ,< ; I (i' f I k i i ( ! 1 I ! 1 \ ` `,. r _.. \ ! I �; �� "F I I �` / g \I ��" �i, w j j. J t I t i 1 1 ( F j i J' ! I 1 j \ `\ \ \ \ :� f \ -�_ _ _ \ 4,5 -` j r ,� I I / / i , l i 1 a ! I { j 4 i I { `1 i' i ( i I { 4 ` -\ \ \ 11. it t Go Le nd rya t I , I r' / , ' ,nor, \ I: ( ,' I j I :1 1 II f i I 1 \ \ _. _ \ - D 18 4•}3 6 1 \ I 1 ", I , , `Y' I I ?% - (/ /' % I i % .<? ! J _.. flt ! I I V \ -_ _- \ \ \ 1 TMP 45C- 1 -A -23 -1 I 1 'dcr s! I I { ,00 \ I �- \ - - -- � � � �, � aI(6 I � J / / I 1 ! l / i I i \ - -- - - \ o \ ' \ \ \ N/F WEBB / j I 0 \ EXISTING REDI -ROCK I ( . / % // It / I \ - -_ - - \\ 11 ! / ZONE: R2 I I / I I S \ I \ , li) I �I. . j': ; �/ , f /,: ! I { i 1 ! ? S63 °o l`_ / / /; ! / (00 000 I \ i RETAINpNG WALL I i I ,f ; / / /: I i f ' / ' - First Gold Leaf Land Trust \ \ ' i� USE: SFD I yl, 9 S �. / / / ,� 00 \ - - - ( MAX HEIGHT -22 k t / ( / !'. % i l r f I i \ } #2913 ;_ =...�9 . 0 ; , / rL L \ ( . I (i ).//: / ,:: 'a , - DB__I8 4386 ) I TMP 4581 -1 -A -1 ( , -99 D 1 i j r / _ ._.._ \ / \ B 1465 PG 273 t / / % ; l f N/F C /' ,3� �2 / / I I, /f1'f l �,:':. r -i..:':'-.... , ! l . i` -- 8.187 Acres \ r ! / / RAID, TRUSTEE ! ,;' / - / i I , , , l lr ., l / ;;, i / - _.- ! / - / / ` EXISTING SANITARY I ! . ' l I j 1 / / -_-_ _._ _. ___ _ - -- \ \ / l ,. ZONE: R1 t r % i / F '! EXISTING / % - -- - - - / \ , CP USE: SFD ! l // / / i r \ i ` ' / / - - / SEWER I i / // / i r / i #101 I /// % /! / / \ 11, r WETLANDS . / , i' _ - F .� ��X-'- � / / " / DB 2409 PG 1 I J / / /' / / \ \ ` I I ( I ! . �� r: / l l /'.,, 'j / ' ' /' , / % / 1 i I Q J / / i / ��I ` ; I \\ I t ! l ' / ._/ / r / l ' l f i / / / ' l / ! / �' i Z 1 I / ! \ I I ( / l ; , ;z, / ��� / i I , // �,I: //I i I i \' I I I i1 !l //l t r,' ; : >! �/ <:7 / /l / l '; / ,1'� �, /' / / - �' / ! / I. 11 . ! /iI f, / } ` \ \ I 24' I I I ` 1 / / / l ! /:f ' l l ! ! 1 i / ' / i / / /' /� / I / / / % ESS EASEMENT I l / r 11 f / i , / / fiVA/ cn _ / / 24 ACC ( f f i / °' TM 45C- 1 -A -22 -_ - / / %• /// \ DB. 3577 PG.651 I I I '\ , +' { i /( 1./ f J ./ i ./ / / /? i �'' / ' i i / ' / i '� jFA� �� i' f `. �� / 1 I �, I r1 !�t r" / % is ; i ' "J /4k I I ' / / /� i tc `c 1 n fFWOOD 11 / /� \ \\ I I } I l' l / I / ; % / r' \ ONE. R2 I. ,� /1" % / I \ \ I I I / ( (; 1, I- SFD 11 I / SE: �- / /jc `�� \ \ ( I I ! / { f i + kli / / ,' ' t ' i #2911 I I / CJ \ } ' , / , / / N L--1 �� Q�i / / /�� \ ..\ `� I \I� I 1 ' /� I I �I ;` l ' `'t k } { i : I / f / / / /' ,/ ! ' /' Im i I o \ D 1405 PG 116 / f / i , ' ;<v TM 45 -111 I d ! \ i` '� �� . % %� rr� \ ' �' ' / 1 2�� \, \ Firs I I \ I EXISTING - { ;, � \ .j \�/ ,,I, ,; �.I t l r f / / �� / / / T \ '� �• / 1 // 0� Q t Gold Leaf Land Trusi I I WETLANDS '� { I ! .. "\ �,,, ,- I ! ! f i / / / Icy i \ \ 1 / / / ! � �, \ DB 1\894 -386., \ ( I { ! 'i \.': . ; -r� - -- I / - / / / ; \ / 11 t /' ��/ // I / ��`/ \ \ 5,93 acres \ I I I ' ' ,' 11 I� \ \ `\ `� f I 1 / ;/ / ! l ! ( / / I f 1 I \ I Z TMP 4561 -8 -2 / / /./ �, \ \ \ l `i i \ \ \ i I I ` / / f ! I }, / \ O \ N/F TURNER i j / / p �Q`/ \ \ \ I I I { i / \ ( , i a f i f ; i i 1� \ 11 I ZONE: R1 I / /�/ / / /Ih/ `�O \ \ \ \ I \ I I 1 } ( \ \\ - 1 1 i `� Y ".I.... ;, I { 1 I � t- \ \ \, ( � I ,mow / USE: SFD i / // p� c9 \ ; . 1 I '� I :I 4 i I V \ \ } qo- } '�v �.- y + �� 7MP 45C- 1 -A -20 #107 \ \. I / DB 625 PG 2 / ✓ .'1, /// /l ^�� � ! ( I 20 \ 1. { ti, 1 � , ! l i I \ 1 - �` h \ I ° j \ I I N/F LASSITER !, / / / / %'/\ _ -/ ! I I i 1 \ I i I I 1 I'� ; I I \ \- \ \ oh ( / /// ,./ I `\ I I I I �. \ .� ` (' 1 1 ii i I j \ \ \ 1'\ \ I USE: SFD I cy / ! �/ 24 ACCESS EASEMENT i I\ \ ` \ I I .I ! i i I ' ' \ \ \ \ °h ry0`�' / % // / / DB. 3577 PG.651 I I T I ! I I I . ZONE: R2 \ L \//fir { 1 / i ��YOB 7475 / _ \ / / /'/ / / / / / - �- - -I , ! L ) - '. J - _ -- � - _ - - -- -_ ' . - -_ �'-• ` . % I 1) // / / , i - f�T7/ i i \ EXISTING TREELINE \, _ % _ EXISTING 8 WATERLINE \ I I r- �S .:1 ; I /� / / / /,'' / / / , M M M M M M M � M M w.+.c,- -M M M M ' M — M M 1 r - � \ \ \ '\ \ 1 -- �O ,\ ._ — — ._. - // ! / -// / ` / / \ - \. \ - - / I \ i s / // / i / / i �- , i— �' i — �'— T_ T �- —i '_ M --f- — 1 \ S I \ \ .-` \ \ , \ \ ! ✓., ,, - _ x. v. u„ �..v„�u✓.s..�.�,c�v- h- .t- ,�.�.- / ,/ ��/ / ( T I I \I li y I .,� \ F r- i— --r— - - -- - - -i \ ` \ } \ \ \ ` I Z ..� .. I" / / // / / j / { I i F ! i 1, (I " ;� \' } I \ , ` -- EXISTING SANITARY I \ ! / i 1. ,i / �/ / 153.322 \! - `� SEWER I , \ i/ \ --- i / !/ ii ' i t iN31 ° 3T 34.23 "E -�-- -�- i — N31 ° 3T 34.23 "E I - . ,1 i� \ \ `1 { S j \ \ \ \ -- - % : / / i !- ! ! ` I ti S i 15.370 - i \ - \i''/ , 4 ° S8' j 1 \ \ \ � � \ . - -- - -- _ \ - 11 / I / L- 22.388 -- -- -- - -- -- �i "} \\ 2g 00 i z - - - , / / '�� _ - / �j� i ( S> R= 98.000 ( ! I ! ! ! I I f - - . I /, �/ �_1r° =L - 1 I 156 ��V r� \ \ / ' - \. �_ - " ' / / / /` ro S58° 24' 16.25 "E I /, / / -' 84 ' 8 FRENCH DRAIN PROPOSED \ \ \ \ ;' - / / o o EXISTING 32 ACSA ' / ' �� I I - - I UNDER PHASE I NORTHTOWN \ 1, \ , I I / �,�,�'�`� , . - _ - - / / / �� , ph' J 16.000' T UTILITY EASEMENT -` I I / ' , I I I - - ```..,,� � - - - -- - -- - -- - - -- \ i - _ --',' / / / D� o �- /� I \ I CENTER SITE PLAN \ \ `\ _ f / - - i / / / / / ° o .. -.._- r D.B. 1724, PG. 42 1 \ j i \ j I \ -, i ,-r----- _-- _--------- - - - - -- / . 1 \ / i I .` } \ . \ ` \ r I = - / ! I / / giro i 1_ I I \ // // \.. I i I ' i �^ I I \ \ \ \` ` TMP 45 -93B 11 f _ f �- /� 1 '� -q-----------,-,--"-",-,--------- / 20' BIOFILTER I I / I ; / I 1 I �° { \ \ \ \ \ N/F HEART LAND TRUST / - I I i \ \ -- / / i / �___ ACCESS EASEMENT I / / ` w . , 1 s� - ` \. - ZONE: HC �I - - - - -- - - - -_. - -- / _____ I I I , EXISTING SEDIMENT I\ '° i } I - TMP 4581 -8 -1 j r / I /% ;/ I - - -- DB, 3577 PG.651 I I / ! / ° h_ I I S , r \ - -.- -_ ._ . -_.- -- - - -- - - -- -- USE: RETAIL STORE SEMINOLE TRAIL N /FFIRST GOLD LEYLAND TRUST' / / �/ I� t -- .___ / - - - - -- I f fo G 1 ; BASIN y\ S' ! \ / / / /'f / i ------- - - - - -- / ° r r� I / i / ./ m i I I I ' -� " 090 \\ \ \ DB 1464 PG 269 ZONE: CO I / L- 61.351 S58 22 25.57E `r' �' - _ - --USE: VACANT / i // / // / R= 80.000 L _ / - - - - - -- 154.29T ( 20� ! k! 1 j I 1 TM 45 -110A X50, O'� { }i \ ~ z - -_. _..__ = ~ \. ( - River Heights Associates LTD. © "` - \ \ #101 , / / i 1 / ,J ! j' I�i . -- -- it ^_ I III I I I u00) '� ' 1 \ I DB 1894 -386 i EXISTING DRAINAGE \ `� \ \ \ k 4 . D.B. 1894 p; 386 / I/ ? ! / / I - TMP 45 -111A I ,_ 1 \ EXISTING RAINGARDEN ( I' , I I 0 \ \ \ \ i� I EASEMENT l -- - - `" "' \ \ 1 0.74 Acres � i i If J I ___.__.__ PLANTERS BANK & T UST - _ -- \ i { 1 I ! \\ \ \ \ I PTS #16 -21 "� { D.B. 1340, PG. 643 \ j J / i h I ° 0.83 Acres ' . . \ I / I ' I . I \ \ 1\ \' { 30' BUILDING SETBACK �- - - -- - - -_ 1 / N64 05 06,69 W a _ - / ! / i, I/� i •, 54.964' DB 3577 -651 - I _ _ _ 1 / 1 ! (, I ;\ \ \ t. EXISTING VAR. WIDTH \ 1 I i I \ ti, I i I I/ I I/ \ \ \ I i. a I i - -- - - -- - -- -- -- -- I I i 1 1 \ \ \ ', f�--- DRAINAGE EASEMENT \0, t \ 'q _ _ \ --- - -- _i ('� 1 I /J \ S3° 50'54.83" W �� c Y! _ -- - - - - -- -- -- - - - -- - -- 3 �' I ; — t- __ \\ 1 { 1 DB. 1340 PG.643 \ _ \_9' - — — — i/ =\ ,1 I / ! -, i \6 8.722 — __ — — I ± - \ !� -`i.` _ _ \. t -j ____ — — — — T _ — — �pG�;,��0 — \ +\ 10' PARK NI G SETBACK \ 1 \ ' i I / I I " :5: I L =19.475 i a i -___ I 30 BUIL ING SETBACK } \ h / - -- J / I \ . �g. O�. 1 I 1 11 C9 R= 26.500 ( I -- - - --- _ ' -=-�- ~ --- i i / / —k . . — --t- --' — I �-a- �- _ 38.142' `- Imo/ o___, -- - _1:0`- PARKING SETBACK. -.._. ' ' -\ 14' ° \.ti f-___ ___ _ _ — -- — — \ — — — — — —\ - 75.437 — �- — - - -. - -- -- -- - - -- -- - -- - - -� %� --75.5 - � - - - —\ - - \ 18.162' \ 75.307 rr \ ° 75.600' i 137.428' - - - - - - -- - - -- -- - - -- s Og' 30 62 "E _ r N33 13 01.89E 73.430 \ - -- - -_ __� 4° -- -- -- -- -. ' - -� - -- - o r rr _N25° 02' 59.24E N37 15 25.95 "E - t M - -_M 37 , 23 43 r� - -. _ - _ N31 07 54.78E -- 2 3 00 N 1 44 48. E _.. _ M o ° N 48 M 31 18 29.22 ... .. .. ... .,. � � :. �. , 1. \ __ N31 ° 18' 29.22 "E = - _ -- -- - - 13.78 - - - - \ 5 _ a • ° ° � 150 303' `' .. N 7° 25' 25 94 "E 2, - -- --- _.._ _ - - - -- _ - - -- ---- -� -/-- - - -- - - -- - -_ _. -- - - - -_ _ ' ' N37° "E _ _ _ / _ - -_ _.___. _ —._ ..__.._... _.__ -.__ \ . - - -- ---- - - - - -- . - - -- - - -- - -- - -. \ - -- ----- - - - -- - - - -- -- ._. - - -- ---- ____ - -_-_ -_ _ -__ _ -_ -- -- - - -- -- - - - -- - - - -_ _- 18.567'--- __ -_.- _._._ -_ _ _ -- -- ° 0T 58.39 "E -- - - - //- -- / j / , __ -- _- _ ___. 56 859 � .�' / /--- j/ / - /. / / - - - - -- -- -- _ - ._ _._._.... .... - - -- - -- -- . __ - -- - _/ -_- -- -.- - - - -- - - - -- - - - -- -- - -.. -- - -i - - -- - - -- - - - - -- - - - - -- - - - - -.. - -- - - -- - - -- - - -- - -- - - -- - - - -- 7 - - - - -- - -- - - '- - - -_ -_ _.. _ -- U,S: ROU 29231.970' / ;, ` \ _� \ _ _ -��M I N ®LE TRAIL - , _ .� __ _ ___ _ / __ __ ___ / / / ..___ -_ _ - -- -____ _--__ _� _ -- - -. -- -_- - -- __--_: __ _-_ -- — - - -_- _ -__ ----- --__ -____ __ -. -._ _.___ - -- - - -- -- _- < / / / / \ \ _ _ VARIABLE WIDTH R/Vi/ _ _ \. \ -- / / - -- -- . - - - -- - - --- -' I -' --- - - ----- � ' - - -- -- ' - - - -_ __ % _._._- - _ -- — -- _ -- __- _ -- _ -- -- \ - -- -- `,-- -- -_ - - -- -_ - -_ - -_ -._ -_ - -- - - - -- - - - -- -- - - -- - - -__ _..- - __._ -- _ —_ ___ -__ __ -_ -- -_ -__ _.__ -._ __ __ - -- -_ -_ - -,- -- -_ S�AfiE HIGHUVAY PRC?JECT 6029 -002 -F RW202 - - -- ��_ ____ �_ ____ _ __._ �_ -____ __ // _- ___ -__- -' y _ —_ __ -- ___ /, /7_. ____ _ ___ / / /J / 11 w W\ w W W 4V W W \ W W W W W W -____ W —. W -._— W W W W W .-_ _'- W W W ._.._ w- -- W—_ -- W —~ — _-___ W - -_ W- _ W W W W W W W W N! W W W W -YX W W - GAS— GAS— GAS— GAS— GAS —,= GAS — GAS— GAS— GAS— GAS— IS — GAS — GAS ---- GAS — GAS GAS --- GAS --- GAS CAS � -^-4r GAS —�— GAS — GAS —^- GAS — GAS --- GAS --- GAS -- A — r/ / , '} - _ } GA --- GAS— GAS G S GAS GAS GAS GAS "--• GAS GAS GAS — GAS ---- GAS/{y GAS --^- GAS --- GAS -- GAS — \GAS --^- GAS — GAS -- GAS --C-- GAS ---- GAS — GAS 1, GAS — GAS — GAS --� GA GAS — GAS GA$ — GAS ----{- GAS — GAS --- GAS \ GAS --- GAS — GAS ��--• GAS — CKSJ, \ 1 \ \ _ _ _ / / / Q _ T/ - -'a9t, - -- - - ___ - _ - -- - - - ___ - \ - - __ -_ _-_ ---\ - -- - ^ -- -- ---\ -- - - - - -- - -- -- -- - - ---- _ -__- V--,* _ ---• -- _ - -_ - -- - - -- ' -- _ - - -- - -- - -- __ - -- -- � - - -- - -- -- - - -- - - -- - - -- - - -- ---- - -- - - -- -_-_-_ --- - - -- - --- - -- - -- �-- - -- -�_ — _ - -- -- \ - \ \ _ -_ -- - i//-. —` _- -_ —_ ---- " - -.. ._. -'- __--_ _ -_..__ - -- —.-- _— J- - — "� / - -- `\ - - - -- -- -- _. - \ \- - - -. - - - - -- - -- - -\ - - - - -- -- --� - -- - -- -- -` - -- — -- - - - -- i __ -- __ ._- _- -_-_ _ _ __ __- ___ __ ___ __ __ - - -- __ -___ ___ __ _ -_ __ -- -_ -- _ -- -- __ -- ___ -- __ ___ _ _ -_ -- _ - -_ __ -- -__ - -- _- - -_- � -_ _ -- - - - -- - - -- - - - - -- __ -- ___ -- - -- 14, - �� - _ — -. - - °— -- - -- - - -- - -- - - - -- --- - -- — . - �- -- - -- — - -- - — - -- - =\ — % / > / `\ v A A V ` \ i' /' \ \ -- — _ - - - _ - - _ _ -- - - - - - -- Q . - r .. e - -n - , i\ ii I BENCHMARK: BENCHMARK: PAINTED SQUARE LOCATED AT THE BRICKNAIL AT SOUTHEAST CORNER NORTHWEST CORNER OF THE DROP INLET OF EXISTING DROP INLET ELEVATION = 457.44' ELEVATION = 457.79' TM 45 -109 Rivanna Plaza LLC DB 3537 PG 57 3.32 Acres TM 45 -93A Lowes Investment Corp #341 DB 1573 PG 453 20.45 Acres CRAPi IC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. e" y �' TH �� A , SCOTT R. OLLINS ) Lic. No. 035791,E 1 � 15IOnrA t E� Z E a L.% Uj 0 Z 0 w w Z J ; Z I (f) cn : W Z % f CL O 0 . ; � z Z z I x x , 0 0 z I W! i I Z Z o i 0 0 U I U : Q ¢ Q i Cd co a ' p : Q Q w ce- V) I CL a w I 0 0 RE r I LU LU I t ' I W W w w ' N X U) 1, g } II u) LU H Q U) J i. Q 1 Z ! W 1-4 0 Q n � M , r-, i t � N "4 � r� .-r N M ' f i d M M M M M MI M – 111111111111111111 I (n (3)_ < Z rl_ W W44a H M Z r O N :5 a a T M � Z d' W Q I ° N o 1--4 („/ N 7 0) N J LU N Q . § Z W U. w �r Z -! LL W iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii J I (n - 111111111111111111 Cn < o W W44a H w N 0 r O � .�..� —1 0 a a T J Z p% Q O ° V N 7 r 0 a w 0 CL Z °6 �z Q, P-4 � � w �r Z LL W Z =z ,W W X oZ aK S: -' I_ W ° 0- 0 U) W _o a C 3 V) N �-- Z U ' V ao V 5� W W 0 a+ o 3 d N , '- a I'— j (/) 3: 0 x 0 G L IV p r 0 0 WT l 1 y 0 3 3: C9 0 z c �/_�/ Yr/ � Y W e6+ L'i Z , z U Q LL W �- U i ( 0 ® N =1' J O U 0 o N Z o � � ° o 4) a 6 2 C1.9 a > :o w 0 y xe N U w O W °' w ` V Q U) N JOB NO. E= 092029 0 _,- -, ° ' U .n SCALE 1 " =40' 3 ° N oa SHEET NO. 2 a o au)i o F 3 3 NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR PAVEMENT AND CONCRETE CURBING WITH THE EXTENSION OF THE ACCESS ROAD TO PHASE il. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. 2. CONTRACTOR SHALL VERIFY PAVEMENT ELEVATIONS AT THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE PROPOSED PARKING LOT ASPHALT ELEVATIONS. 3. ALL DISTURBED AREA FROM THIS PROJECT SHALL BE STABILIZED AS PART OF THE SCOPE OF WORK OF THE PROJECT. STABILIZATION SHALL INCLUDE RE- SPREADING 4" TO 6" OF TOPSOIL OVER GRADED AND DISTURBED AREAS AND SEEDING AND STRAWING TO ESTABLISH A GRASS STABILIZED AREA. 4. SLOPES STEEPER THAN 3 :1 SHALL HAVE LOW MAINTENANCE (NOT GRASS) GROUND COVER. SEE LANDSCAPE SHEET FOR LOCATION OF GROUND COVER ON SLOPES STEEPER THAN 3:1. 5. ALL ACCESS AND UTILITY EASEMENTS ARE SHOWN ON THIS SHEET. THE ACCESS EASEMENTS ARE 24' WIDE AND 20' WIDE AS SHOWN. THE UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE PROPOSED UTILITY PIPES. SEE SHEET 4 FOR THE LOCATION OF THE 20' DRAINAGE EASEMENTS AND VARIABLE WIDTH STORMWATER MANAGEMENT EASEMENTS. 6. ALL FILL MATERIAL SHALL BE COMPACTED AT 95% COMPACTION AND TESTED DURING THE PLACEMENT OF THE FILL. COMPACTION LIFTS SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION, IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATIONS. STONE BACKFILL MAY ALSO BE USED FOR FILL BEHIND THE PROPOSED RETAINING WALLS. TMP 45C -1 -P -9 / N/F EMSWILER ZONE: R2 USE: SFD #2929 DB 2107 PG 115 TEMPORARY CONSTRUCTION EASEMENT FOR FUTURE STREAM RESTORATION WORK ROJECT BOUNDARY TMP 45C- 1 -P -10 N/F DOLZER ZONE: R2 USE: SFD #2927 DB 1630 PG 654 TMP 45C- 1 -P -11 N/F BANCROFT ZONE: R2 USE: SFD #2925 DB 1006 PG 681 TMP 45C- 1 -P -12 N/F BRUMBAUGH ZONE: R2 USE: SFD #2923 DB 1005 PG 344 TMP 45C- 1 -P -13 N/F HAMILTON ZONE: R2 USE: SFD #2921 DB 1038 PG 42 7. SEE GRADING PLAN AND NOTES AND DETAILS SHEET FOR FURTHER INFORMATION ON THE PROPOSED REDI -ROCK ING SETBACK RETAINING WALLS. ALL REDI -ROCK RETAINING WALLS SHALL HAVE A COBBLE FACE AND HANDRAIL /GUARDRAIL ALONG THE \ D MINIMUM O 18 ", FINAL DESIGN OF THE FU UR PHASE 1113 20' UNDISTU� p BUFFE AND PA TOP OF THE WALL. THE REDI -ROCK WALL SHALL BE EXTENDED BELOW GROUND A F F REDI -ROCK RETAINING WALL SYSTEM SHALL BE COMPLETED BY A STRUCTURAL ENGINEER AND SUBMITTED TO ALBEMARLE i i ' , i, � � �� SE!WF�Rj"N ECTIO T MP 45C- 1-A-26 . — — — — — — — N/F COAKLEY COUNTY FOR A BUILDING PERMIT. i i i _ % ` — j a ZONE: R2 8. ALL PARKING SPACES SHALL BE 18' DEEP. THE WIDTH OF THE PARKING SPACES VARIES BETWEEN 9' WIDE AND 10' 50• RUING SETBACK -" \ USE: SFD OF THE DIFFERENT PARKING SPACES. --- - -.` �_ i #2919 WIDE SPACES, SEE THE SITE PLAN FOR THE LOCATION SE F T t� ] I/l t i 3 ., , � y_,_.. ���, �.._ a—. �. ®�,. ® ®�. ®r ®... ® ® ®—.,- .� ® ® ®—�� \\ DB459PG233 9. BUMPER BLOCKS SHALL BE A MINIMUM LENGTH OF SIX (6) FEET, A MAXIMUM HEIGHT OF FIVE (5) INCHES, AND SHALL ----- 11 BE SECURELY ANCHORED INTO THE PAVEMENT IN AT LEAST TWO (2) LOCATIONS -- - —" �_- -- j�`':I �� I ♦ �� - k k 1 ►I I I FUTURE 10. THERE IS A 30 ACCESS EASEMENT PROVIDED FROM PHASE I THROUGH PHASE IIA TO THE LIMITS OF PHASE IIB. IF PHASE IIB IS EVER SUBDIVIDED FROM PHASE IIA, THEN THE TRAVELWAY LOCATED WITHIN THIS ACCESS EASEMENT WOULD ,��A 1 v '� ii '. k {I I COMMERCIAL /RETAIL o �� �` "- II -� }, t r I it I BUILDING ♦ .� NEED TO MEET THE PRIVATE ROAD STANDARDS. ® ® o 11. ALL UTILITY EASEMENTS, INCLUDING WATER AND SEWER EASEMENTS AND FACILITIES, SHALL BE DEDICATED TO (PHASE IIB ) ~ TMP 45C -1 -A -2 PUBLIC USE AND THESE UTILITY EASEMENTS SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. N/F HANNOLD ZONE: R 2 EXISTING E: SF D � Ti ITMP 4561 -1 -A -4 WETLANDS #2917 N/F KUHN LOCATED AT SOUTHEAST ZONE: R1 c° , r < u ' i i y ' , .Ik!,: : :s': �d 1 I 1 I l I I I I I � I I I I 1 I � . ♦ ® ® ♦ 2514 PG 361 CORNER OF THE CONC. PROPANE TANK USE: SFD I� (ELEVATION: 424.27) � EXISTING 25 WPO #123 1 STREAM BUFFER DB 2202 PG 307 1,.1 l.,l.l^ ,A,,,, , ♦ _ ® a TMP 4581 -8 -2 N/F TURNER ZONE: R1 USE: SFD #107 DB625PG2 TMP 4561 -1 -A -2 N/F BURTON ZONE: R1 USE: SFD #103 DB 1595 PG 68 I.� � �•� � i - j �'�. i w � i � � � - ----- ^-- �.�+.... ,..,�. ara �wwr� �.�� .viK:...'�.r�.rrrm ' F � - S - � }�' �1.�•"f�iYl! �I rev _ ; � - - t,�d7,Z���_)E3i�Iy. -7�►1. ��t7Gl�� u. s. w • • e - ,,., >-.. ...:..v.. ..rn. .,a.:'...�++v ...n s.:�...v. ..,: vn .. ,.- .....v, .- r ✓X...: .. �.:.• w,_.. .c........n vrr ..>'; ., , .w�.. -., 0 - DISTANCE TO AREST-INTERSECTION- WOODBROOK DRIVE: 1,600' PER PHASE I APPROVED - -� - -� NORTHTOWN SITE PLAN BENCHMARK PAINTED SQUARE AT NORTHWEST CORNER OF THE DROP INLET (ELEVATION: 457.44') BENCHMARK BRICKNAIL AT THE SOUTHEAST CORNER OF THE DROP INLET (ELEVATION: 457.79) DOT STD. GR -2 GUARDRAIL mom _W _ w GAS — PROPOSED T PLANTING STRI /7 U.S. ROUTE 29 � 10' PARKING SETBACK SEMINOLE TRAIL �^ PRO -JECT 6029-- GGZ- -F19-- RW2Q2 - - -- - -- -- W W ws W W on W on t1V ma wam GAS GAS -- -- GAS — GAS -- GAS GAS — GAS GAS - GAS — -- GAS GAS -- GAS GAS - ---- -- GAS TMP 45C-1 -A-,' N/F WEBB ZONE: R2 USE: SFD #2913 DB 1465 PG 273 TMP 45C- 1 -A -2: N/F WOOD ZONE: R2 USE: SFD #2911 DB 1405 PG 116 ///—PROJECT BOUNDARY PROPOSED DUMPSTLR TMP 45C- 1 -A -20 AND LOADING DOCK N/F LASSITER CONCRETE PAD- USE: SFD SEE DETAIL ON ZONE: R2 SHEET 5 #2909 DB 2078 PG 475 7(2) CONC. BOLLARDS PROPOSED REDI -ROCK RETAINING WALL WITHCOBBLE STONE FACE =AND HANDRAIL /GUARDRAIL MAX. HEIGHT = 18' PROIsOSED' CONC. LOADING DOCK RETAINING WALL WITH HANDRAIL /GUARDRAIL (HT. 5' MAX) ROPOSED LOADING OCK TRENCH DRAIN CG-2 TD. TMP 45 -93B N/F HEART LAND TRUST CG -2 (NP.) ZONE: HC USE: RETAIL STORE SEMINOLE TRAIL DB 1464 PG 269 I vv VV W GAS GAS GAS ( IN FEET ) 1 inch = 40 ft. L--J 160 h� op'`' )CAT R. COLLINStZ Lic. No. 035791,2 : �IONAL S� z 0 a u V) W 0 z 0 z Ouj uj 0 N M ui ce Z Q O uj m cvn can 0 Z L Z g C a M ¢ C a z Z Z C uj 0 0 Fes- C • U U z w 0 e O 0 U C C ul Lu Q J J U a a W 0� Cy C CL CL w w ul N < � c s ~ 4 i z C 0 J H S= z CL i i cn 1 Lu C Z i a � z Q n M n ° f�'1 011 � M M ` 1 M 1 M .`4 4 'y' LLn V4 M N r-1 cV M d �7 d i I I i A-1 x. STREET APPROACH SAME SURFACM :rS Tq BE AS I I AS MANLRE ROADWAY (SEE NOTE b) StgWN DN Ii.N,, ) -• _ - - - - - -• W (RAM T4 BE AS / RI1gAt SHOWN ON PLANS) CURB AND OUTTER ^ - �� CG•a�( NOTE 7) SIDEWALK i (SEE NOTE 2) !.. !- OPTIONAL B" GENERAL NOTES t. WHEN C&M IS USED FpR 9TRggET CONNECTIONS THE CONNECTION MUST BE DE�Q6D N AC;COROANCE' WIIEr AASHTO POLICY AND TFE ARPPLICABLE R£ ENTS OF THE VDOT ROAD DESMRL MAEMlAL, INCI. $ORT DISTANCE REQUIREMENTS. 7 WHEN THE TUBNW R ETOUF!> kT' OF Al'RCDT ATRt t 7�R7Q f 1�BNRTS �F% s( iA RAMPS Be INCREASED 70 7. THEIR CC B 7E UIW77F91H'S Srr 73 O R ADJUSTED TO MATCH TEE MOUNTABLE CURB CONFIGURATION, ENTRANCE vOttm(E W DE�tABLE 4. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE NOTE: WIDTH "9'2'-0" CE1 AS tWt�,NE ROADNAY SHOWN ON TYPICAL. SECTION. A-♦I 0 X USED WITH i(IS STANDARD. MeoMAM aqa -asoD vPw sax a x S. MAY WARPING OF A sax PLAN VIEW - 17A -•--�• �"'- CR PORTION f OLITNE PRECLUDE PORTON OF CIT7ER TO PREtXUDE T•OHONO CF WATER. t� M• E ® AND TR1ARCNSJAC PTO CURB RAPS RMQ(W P A M Ni FOR MO NO CU TYPE 6 ENTRANCE NOTES PARALLEL MNNLINE ROADWAY SLOPE a pqFF a, SE 0 PROW 'OE AAMM .• 10' PARABOLIC CURVE S TO P�W�DRAINXE EDOW'TIOI M. SHOULDER OW OR, BX MAC. SLOPE CHANGE ® .-.. -•� - 7. MAINLINE PAVEMENT SHAD" BE CONSTRUCTED i0 THE LDE STABLIEATS' -- - - V R!W (EXCEPT ell REQUIRED FOR E PEIVENENT WiCH CAN 0E MP9L1)E ROADWAY - "- - -- - -- aX MAX." ,- - ENTRANCE.) OAaTTED N THE EN7RAfHCf.) (TYP.) SLOPE C 44GE •• -:,�„ "- -- 9. BATIA. tx.RB OR COhBIPtaTKN CURB ANO GUTtER 10' -20' #51 STONE. 12" p FfMRRE�TTED �YW $ TFE R/W LM'E BLOCK , EXCUEPT 16 ZO'M9,WRA FOR 04" DIA. DRAIN PIPE. 9. THE DESIRABLE AND MAXIMUFIP4JIt111RA;CEE GRAE CHANGES S'Yftr. COY4ERCtAt ENTRANCE ANGLE (TYP.) 0" ARE LISTED N TFE ALLOWABLE ENTRANCE GRADE TABLE. VALUES ARE NOT APPLICABLE TO STREET WEEPHOLES 40' O.C. 11" SETBACK TTHESE S. M CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. COUNTERSINK BOTTOM FACE OF WALL AT BLOCKS (TYP,) SECTION A - A BOTTOM SHALL ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE vOttm(E "D" DE�tABLE MA %«WAR 1EGH MARE INAN ta06 VPD 0 X 3 x MeoMAM aqa -asoD vPw sax a x LOW I LESS THAN SOD VPD sax a x CLASS A3 . �. K, • �' , • �• - - NOTE' A�,� E �7 rA& GRADE TABLES NOT WOD SET! �•' ► -�- ► APPLICASIE TO STREET CONNECTIONS SECTION C -C SPECFICATIW REFERENCE CONNECTION OR STREET REEETTT INTERSECTIONS S02 AND COMMERCIAL ENTRANCES F&V 7 VROEitA DEPARTMENT OF TRANSPORTATION 203,04 117 TWTT �•rt _ • - YY I ,Y a ki It tM, axs :NIi� N E r 1 J a• f: ,,. : � lil r ; , ., ♦�,. .. -; �• � y •fin . •re ,a f T - Y , ,� F. ■. �-:F. f` «.:� Y Y - :,; ;e'7Af' �.. � t :Ill' � 4t 1, « � f � r �' a r � r , -M M •� , -� 3, «.,:... Y• ^. O `. '. ,3-"." .7* a :, • "t a f' :.. ;mss :. E - - i. •,.a. . ■ .. L TEE DETECTABLE WARNtdC SHALL BE PROVIDED BY TRUNCATED DOMES. TYPE C PARALLEL & PERPENDICULAR 2, DETECTABLE Wff" TO BE CLASS A:3 CONCRETE (CLASS A•4 F PRECAST) TT�H THE RITM .111 ANT j t6" - 2.4" TRUNCATED DOME M C•C v'0'rr0 0 0 0 11 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i�r IENOTH W THE CTIMI P THI(ytrqEI,,� O1HER TYPES. OF MATERW. WRH THE 7RIANCATED OWES DETECTABLE WM77NG MAY USED WITH THE APPROVAL aF t)E EHGREER. TYPE A I. M$D�Bi�rg(�MPas C0%MPOOftWTW Pi�tEO(WE%rm PERPENDICULAR 4. F RAUP fL00R IS PRCAST.IHOLES MUST BE PROVIDED FOR DOWEL BARS 80 TENT ADJQN,NO FLAtED SIDES CAN 8E CAST Mt PLACAE AF, RA00EN7 CF WARNING SURFACE PRECAST RATAN FLOOR. PRECAST CONCRETE SHAT BE CLASS A•4, ;m ft 5, R D BARS AR TO BE N0.5 % >i' PLACED YCENT£R TO CENTER ALOEXR FLOOR, iI0 OEPTN OF FOP FLOOR I�tHAtM - 17A -•--�• �"'- CR RtE COOFYEe tytRAAR' t� M• E ® AND TR1ARCNSJAC PTO CURB RAPS RMQ(W P A M Ni FOR MO NO CU TYPE 6 7. CURB RAMPS ARE T70WKBE LOCATED 0.S sHDwN ON TI£ pp�LAaN���STTppaR IS CTEO B rASfREIRN rER TiE�R00H�T of A PARALLEL ROUTE wrtPfN WAY OF' OHWAYS AC�ROSSER A CURB REGAftOIESSBOEF wHE7)fER SIOEWKgK�EISR EMT PROPOSED. NTL By 8E l D BE CPE&NBL): a HYDR*178g,, DROP MET ErcT ROU7TES P IpEOiAES UNOBSTIBICIED STABLE. FTRM AID SLP RESISTAiT PATH CONNECTN9 ALL ACCESSIaLE 0.SMNENT3 A PACLITY THAT CAN APPROMSED, ENTERED .• AHD USED BY PEDWRIAN& S � g� a' �WOZW F � AND'�T HEp r-N:L� AE bF "PAf4VEiBNT' PERPEfgICIAAR TO THE CUIW, t AT k . SASE AS TOP OF CURB R 9. ETE sO Au( IS a rHE t E RADeUCK tRr Q ST RE C OF P AVVYT TRUC( TRAFFIC) FOR CO TE DEP TYPE C PARALLEL & PERPENDICULAR 10, WHEN CRMB RAMPS ARE USED N CONAMI M'1 WITH A SHARED USE PATH, TEE MINIMUM WIDTH SMALL BE TIE WIDTH OF THE SHARED USE PATH j t6" - 2.4" TRUNCATED DOME M C•C v'0'rr0 0 0 0 11 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + 0.2" 50X- X R n 0000 0040 0000000 To Y 09000000000000 o N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '� 000 O 0000 0000000 TRUNStT DOME u tC�G- 000000000000000 t PAY LW7S 1 DETECT ED WARtNNG -12 DETECTABLE WARNING SURFACE room ;m ft Z&6 GENERAL NOTES 203.03 VA MA DEPARTMENT OF 7RANSPORTAXOM i v� «a ••r ;ER 9 � :i Yt L/ of Y � • .5' Y - •'., sE • aura ;� ':: A Mal`:. !, « `�._• ,i ?, ••, '.. ,� ,�.. R, - • Y". c.•.' ,: .....:! r:. »7 .ate, , -h ., :+ IP •w. i)I �f �' L , Pt8'';� r, .;:.. ,; s SITE TRIP GENERATION: ITE TRIP GENERATION 7TH EDITION - LAND USE CODE 820 (SHOPPING CENTER /RETAIL) LAND USE CODE 820 (SHOPPING CENTER/ RETAIL) - 45,600 SF RATE - 45,600 SF x 42.9 TRIPS/ 1000 SF = 1,956 VPD (978 ENTER/ 978 EXIT) AM PEAK HOUR RATE - 45,600 SF x 1.03 TRIPS/ 1000 SF = 47 VPH (24 ENTER/ 23 EXIT) PM PEAK HOUR RATE - 45,600 SF x 3.75 TRIPS/ 1000 SF = 171 VPH (86 ENTER/ 85 EXIT) Note: 1. Final design of retaining walls shall be performed by a structural engineer and these designs are not part of this set of plans. The retaining wall designs shown on these plans are approximate in nature and are subject to change with the final design performed by a licensed professional structural engineer. This applies to all retaining walls shown on this set of plans. 2. Contractor shall notify Collins Engineering with the final designs of the retaining walls prior to construction for verification. 3. The following redi -rock block sizes with respect to the wall heights are an approximation. These values are subject to change with the structurally engineered walls, by others, and are provided for informational purposes only to assist with price and quantity estimations. Wall Heights Above Block Sizes Block Sizes Proposed Grade Above Grade Below Grade* 0-1.5' 28" 41" 0-4.5' 28" and 41" 41" 0-7' 28" and 41" 41" 0-9' 28" and 41" 41" 0 -105 28" and 41" 60" 0-12' 28 ", 41" and 60" 60" 0-13' 28 ", 41" and 60" 60" * Concrete extension footers for block retaining walls may be required. This is possible for the entire length of the wail, but is most likely only required for wall heights in excess of 15 feet. An appropriately compacted foundation with backfil led stone and drain pipes in accordance with current regulations are required forthe entire length of the walls. REDI -ROCK RETAINING WALL 2" SM -9.5 SURFACE C I[ I 4`_(= t• \ 1 1 I i l I � 1 / fI I 1 (� I i I ----------- -- - -- -- i I I \\ 1777`7T, Ir I i I I I t�lllll1111 �� "N l + ' \\ I_I_I I \ N I I I I 1 1 i(H H H 14 41 \� / \ /// Illllll."SIIIIIIIIIII IIIIII�IIIIIiilllll 3" BM -25 BASE COURSE SUB BASE COURSE ��/ % SIN /�� �� \ / < \ COMPACTED / SUBGRADE ASPHALT PAVING - HEAVY DUTY ACCESS ROAD AND TRUCK ROUTE NO SCALE 8'x12' CONCRETE SLAB 7" THICK SLOPE TO DRAIN TO GUTTER 3,000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6 "x6" W2.1xW2.1 WWF AND BROOM FINISH 2" SM -9.5 SURFACE C 8" 21 -A BASE COUF COMPACTEE SUBGRADE ASPHALT PAVING - LIGHT DUTY PARKING SPACES & DRIVE AISLES NO SCALE 10'x12' CONCRETE SLAB 7" THICK SLOPE = TOWARDS PARKING LOT 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6 "x6" W2.1xW2.1 WWF AND BROOM FINISH 21 -A, 7" THICK DUMPSTER /LOADING DOCK PAD NO SCALE GALE: G -6 0 1 " =5' (V) FACE OF WALL AT BOTTOM 1 " =50' (H) U a a 0 v N N F EDGE OF BACKFILL n B �-- INSTALL FILTER FABRIC .; BETWEEN BACKFILL 041. i .. ♦ ` ►DNS :Ni :�:!� : :::!: a Lo SHEET HANDRAIL POST DETAIL SEE DETAIL ON THIS Ad!, SHEET FOR 18" HIGH x41" SITE TRIP GENERATION: ITE TRIP GENERATION 7TH EDITION - LAND USE CODE 820 (SHOPPING CENTER /RETAIL) LAND USE CODE 820 (SHOPPING CENTER/ RETAIL) - 45,600 SF RATE - 45,600 SF x 42.9 TRIPS/ 1000 SF = 1,956 VPD (978 ENTER/ 978 EXIT) AM PEAK HOUR RATE - 45,600 SF x 1.03 TRIPS/ 1000 SF = 47 VPH (24 ENTER/ 23 EXIT) PM PEAK HOUR RATE - 45,600 SF x 3.75 TRIPS/ 1000 SF = 171 VPH (86 ENTER/ 85 EXIT) Note: 1. Final design of retaining walls shall be performed by a structural engineer and these designs are not part of this set of plans. The retaining wall designs shown on these plans are approximate in nature and are subject to change with the final design performed by a licensed professional structural engineer. This applies to all retaining walls shown on this set of plans. 2. Contractor shall notify Collins Engineering with the final designs of the retaining walls prior to construction for verification. 3. The following redi -rock block sizes with respect to the wall heights are an approximation. These values are subject to change with the structurally engineered walls, by others, and are provided for informational purposes only to assist with price and quantity estimations. Wall Heights Above Block Sizes Block Sizes Proposed Grade Above Grade Below Grade* 0-1.5' 28" 41" 0-4.5' 28" and 41" 41" 0-7' 28" and 41" 41" 0-9' 28" and 41" 41" 0 -105 28" and 41" 60" 0-12' 28 ", 41" and 60" 60" 0-13' 28 ", 41" and 60" 60" * Concrete extension footers for block retaining walls may be required. This is possible for the entire length of the wail, but is most likely only required for wall heights in excess of 15 feet. An appropriately compacted foundation with backfil led stone and drain pipes in accordance with current regulations are required forthe entire length of the walls. REDI -ROCK RETAINING WALL 2" SM -9.5 SURFACE C I[ I 4`_(= t• \ 1 1 I i l I � 1 / fI I 1 (� I i I ----------- -- - -- -- i I I \\ 1777`7T, Ir I i I I I t�lllll1111 �� "N l + ' \\ I_I_I I \ N I I I I 1 1 i(H H H 14 41 \� / \ /// Illllll."SIIIIIIIIIII IIIIII�IIIIIiilllll 3" BM -25 BASE COURSE SUB BASE COURSE ��/ % SIN /�� �� \ / < \ COMPACTED / SUBGRADE ASPHALT PAVING - HEAVY DUTY ACCESS ROAD AND TRUCK ROUTE NO SCALE 8'x12' CONCRETE SLAB 7" THICK SLOPE TO DRAIN TO GUTTER 3,000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6 "x6" W2.1xW2.1 WWF AND BROOM FINISH 2" SM -9.5 SURFACE C 8" 21 -A BASE COUF COMPACTEE SUBGRADE ASPHALT PAVING - LIGHT DUTY PARKING SPACES & DRIVE AISLES NO SCALE 10'x12' CONCRETE SLAB 7" THICK SLOPE = TOWARDS PARKING LOT 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6 "x6" W2.1xW2.1 WWF AND BROOM FINISH 21 -A, 7" THICK DUMPSTER /LOADING DOCK PAD NO SCALE GALE: G -6 0 1 " =5' (V) FACE OF WALL AT BOTTOM 1 " =50' (H) U a a 0 v N N F EDGE OF BACKFILL n B �-- INSTALL FILTER FABRIC FACE OF WALL AT TOP BETWEEN BACKFILL STONE AND TOP SOIL SEE DETAIL ON THIS a Lo SHEET HANDRAIL POST DETAIL SEE DETAIL ON THIS SEE DETAIL ON THIS SHEET FOR 18" HIGH x41" SHEET FOR 18" HIGH x41" LONG REDI -ROCK MIDDLE UNIT LONG REDi -ROCK (TYP.) PLANTER UNIT 16" SETBACK 10' -20' #51 STONE. 12" FOR PLANTER BLOCK , MIN. BACKFILL 16 04" DIA. DRAIN PIPE. 4' LAYBACK DRAIN TO DAYLIGHT. ANGLE (TYP.) WEEPHOLES 40' O.C. 11" SETBACK BETWEEN COUNTERSINK BOTTOM FACE OF WALL AT BLOCKS (TYP,) BLOCK 12" BELOW BOTTOM SHALL FINISHED GRADE & ANCHOR ABUT SIDEWALK 41 " (TYP. I INTO CONC, SIDEWALK COMPACTED VDOT ----- , y 1 STD. #21A STONE. 48" MIN:- --i MIN. 12" LEVELING PAD NOTE: 1. CONTRACTOR SHALL CONSTRUCT THE RETAINING WALL SUCH THAT IT DOES NOT DISTURB THE ADJACENT PROPERTY. 2. THE RETAINING WALLS CANNOT DISTURB THE UNDISTURBED BUFFER FOR A FOOTING OR REINFORCING GRID. IF REQUESTED, DETAILS WILL BE PROVIDED WITH THE RETAINING WALL BUILDING PERMIT APPLICATION THAT SHOW NO DISTURBANCE OF THE BUFFER WILL OCCUR. NOTES: 1) CONTRACTION JOINTS TO BE AT 6' O.C. 2) EXPANSION JOINTS TO BE AT ALL CHANGES IN DIRECTION AND AT 30' O.C. MAXIMUM. 6' MIN. ADJ, TO PARKING 3 8" PRE ECT WHEN 3/8" PRE - MOLDED EXPANSION TO EAACE OF BLDG JOINT MATERIAL WHEN 1/4" PER 1' ADJACENT TO CURB N. gqpe TYPICAL SECTION CURB and SIDEWALK SCALE: NONE CLASS A3 CONCRETE (3000 PSI AT 28 DAYS, OR STRONGER) NO. 8 OR NO. 57 AGGREGATE COMPACTED SUBGRADE GRADED AND THOROUGHLY COMPACTED SUBGRADE 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. POST (TYP' RAIL GAPS SHALL HAVE A 4" MAX. MAX. GAP OF 4" & TOP OF RAIL GAP AT WALKING SURFACE SHALL BE N A MIN. OF S -6" IN HEIGHT. ROAD NOTES GRADING 1. THE LA TEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUI TABLE MA TERIAL IS ENCOUNTERED IN THE ROADWAY, I T SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA TISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN TRANCES, SHOWN HEREON ARE TO BE RCP WI TH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA TE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT iS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGA TE BASE MA TERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR /// PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE iS BEGINNING A T THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA TMEN T IS APPLIED. Z PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COA T RC -250 @ 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT.• POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WI THIN THE RIGHT OF WA Y. ONL Y THOSE STRUCTURES SPECIFICALL Y AUTHORIZED BY PERMI T ISSUED BY VIRGINIA DEPARTMENT OF IRANSPORTA TION MA Y BE LOCA TED WI THIN THE STREETS RIGHT OF WA Y. LIST is GENERAL CONSTRUCTION NOTES 1. PRiOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PRRMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN 114AY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SiL TA TION 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: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION 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 WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE 1NSTALLA TION MUST COMPL Y Wi TH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ACSA GENERAL WATER & SEWER CONDITIONS 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1 }�" x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) N RAIL POSTS 4' O.C. TOP OF RAILING POST CONC. FOOTER GRADE " SQUARE FOREST-' 4" MAX. GREEN ALUMINUM 1" SQUARE FOREST GREEN GAP PICKET (TYP.) ALUMINUM SIDE WALLS (TYP.) NOTES: 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE TOP OF SEGMENTED RETAINING WALL THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. w/ GEO -TECH. REINFORCEMENT. FENCE 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. POSTS SHALL PENETRATE 1ST LAYER 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OF GEO -GRID NOTE: 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. HANDRAILS SHALL COMPLY 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350 +Ibs AT A MINIMUM. WITH ALL CURRENT VIRGINIA 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi THROUGHOUT BUILDING CODE REGULATIONS. 7. PICKET SPACING SHALL BE 3 '�" WIDE. SCHM&TIC OF RL1!'T .4ININC AI ALL RAIL PSTAIL NOT TO SCALE MiN. 42" SITE RAIL TOP OF SEGMENTED WALL SITE WALL SCO T R. COLLINSZ Lic. No. 035791,7, L15S`f I0PJAT. vio) z D. V Ln w 0 z 0 W Z O� UJI 0 W Z Q EEi. X (nn N Q g i z ' Oa J H Z - I- z z w w X 0 0 z z X V O J -J U w w w Q ¢ p (n 0w- CL w i w LU ; LU z o r4-I m 5 a W Zz i vUi I 0� i z i M J z I � M M M M M M w T-4 \ Q n rn M M +�i (ten N \ \ \ ,-•1 N M � d' d• [�• ti7 r M M 04 .4 M t N Q Z> u.i J W Z° Q W= U Y n W Ui? ZW W W JU) JW LL r u� Z LL! 1F--•1 VJ Q Z LL t Q H Ll J VJ T� UJ Z rW V Z 0 b. 0 Z Ln CL 0 a OC6T U U-1 0� Z 0 N Uis P--±i C CL o U 7 a n 0 0 E 0 Z V 0 S 0 JOB NO. '192029 G -6 0 SCALE AS NOTED U a a 0 v N N F SHEET NO. 4 n LU a Lo , JOB NO. '192029 G -6 0 SCALE AS NOTED a a 0 v N N F SHEET NO. 4 0 L TO TREE 0 DETAIL H EDGE AROUND EAAREA TO BE TO ROOTBALL PIT NOTES:* L SET TREE PLUMB PRIOR TO $TAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE ¢ ERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, E GUYING DETAIL CONSISTS ! GUYS,SET 120' AROUND IT PIT ON 'UPNLL- SIDE 'R TO TREE iiIG DETAIL (PACT EXCAVATED SON. -ORM ROOTBALL PIT DOWNHILL SIDE OF TREE NCH EDGE AROUND RE AREA TO BE SHED 'AN TO ROOTBALL PIT M. N07ESt I SET TREE PLUMB NRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND $HALL BE PERFORMED UNDER ?HE SUPERVISION OF THE LANDSCAPE ARCHITECT NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2 AND BROKEN EN RANNCHES AND SHALC BE PERFORMED UNDER BACKFILL TO TERMINATE THE SUPERVISION OF TtN2 LANDSCAPE ARCHITECT. AT TOP OUTSIDE p CITSALL .y.... _. REFER TO TREE 3, DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING, ADD MULCH OVERTOP OF STAKING DETAIL 4. IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT LIMITS. BEGINNING AT NO MORE 5. SEE IRRIGATION PLAN$ /DETAILS /SPECIFICATIONS A$ 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 V VIS / TYP SPECIMEN SHRUB -�_ :• (AS SPECIFIED ON ^�1 j :;, �• / / % �' DRAWINGS) TRENCH EDGE AROUND\ s•.s MULCHEQREA -O BE it ��� �. ROOTBALLtir. i BACKFILL WITH CULTIVATED, CUT AWAY ALL WIRE BASKETS ORIGINAL SOL' FROM'PLANT j / z AND /OR NON - BIODEGRADABLE �, PIT EXCAVATION IF LOOSE, IF 4' ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT MIN. FINAL TREE PLACEMENT. LOOSE. SUBSTITUTE WITH BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL / TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT / i • ?; ; bti: °• ,.;s AT LEAST 1/2 DISTANCE DOWN SACKFN,L IN LIFTS BY FOOT. ; ;'! M , ROOTBALL. WATER THROUGH LY AT 1/2 / / — •: _ • r ROOTS ALL ••ry. t.'ai, , '•e • ; ': ' , tir.t a. • DEPTH. :' � • .R / / SCARIFY BASE OF PLANT PIT / WHEN EXCAVATING- PiT: BREAK RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO P HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEPTH TO DI PLATT PLACEMENT VOTES: � REFER TO ROOTBALL P17 i. AGREEABLE TO TQ THE8E PLLANTINGOCRIITERISITUATION REHCRONDITTION5 CHARACTERISTICS ERA '�T DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. / /) 2 ORRNITNCAURRED TO URING, PLANTING PROCS ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, `� \� �x / PROPOSED SHRUB PLANTING ua r4-"\ ROOTBALL PIT t�»t / TREELINE y ®® o PROJECT BOUNDARY 12 SECTION N.T.B. SECTION KTA / / �FUT RE -� COMMERCIAL L /k'ETA L ABUIL AG EXISTING �� (' I.'I \ ' ` / (PHA E I I ) /� WETLANDS, J } H_ p LIMITS OF I- \ DISTURBANCE\ \ k, \ I I Il h / TREE PROTECTION FE��NCE I t TREE PROTECTION FENCE � \ �. I I I II I I I i l l i( � I i I I I I \'\\ I I ��\ � \\ e ��. \� ���-.� �•\ �� � Landsca e Notes 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER \ \� THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA , NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE \ �� VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES iS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. twenty OTAIll mule Coilaervatlall Platt ('N ;1dW- To 1,1., topdjo i aitdaritJe rl4t>K (llaliribt>dk, PR111-21id -11 ,1-2!07 %r cotnpictc specilicriNaui) 1. dwil 1* Own oil Me 11191111 zrs�a wt�v�,�ca ® L.Iiuits of ctearisig �otttsrck ihzptlne of tl'dtstobe sated),; IStcnifinassncttylxt ,Yprntputsvateocd,g3 ® Grade cltmnaex iiquuxng tree walla or *%W; Ftr,p4eaivatsclilirR n, turntelwg haycind thalnntta nt elenrrng. 2. ® All, troy w W w*,,A ;UAI 010Tly vinjhle ls5 agt�tm m c�iurxtSii�.. ® riv viatlugq shall lemur uruil'ttx+ u u ryaui ing_lnislx,u inap oiexl twd appniveul by 'ti cotlyily,,Inspuctce. J, 1're-e'q�t Wlou Cetlferent:l : �L( '14vo pmtkivuticn and prytoodon ni"'Nurvs dttidl In reviewed with the.00rthLrtur Lm aiW. '¢+ ' "uhmout CS6+eratIon and Storaw. ill I teavy- -a luinme t, teh cW w turf& and stntnAa of wimuctiatr lintel Wit inaliuli ng sail sliall nit. N permitt&4 Within the driplimm or traaa to bv,wvcd, awl t ttion nnA signsaMr Imen ol. L,�,Ft M. ® ntlr dcvlM'x shall nt +l udvvxry, i114ut trot Ia.Ins. rictu4i}. 1{�. rireaatatntl .lmm�iltedwilhinlfit) gets+ t' liwdriitiinent 't[dnslulre;:avetl. 7. 'Tq,aig i Lerial� , EI thin 16IN 1cxtrl'Utacitinliveoru=10Ixs wd, :$. Prolective Fend e• � Trv�mfat> vtWxiitutwilltin-0!? fuut. stC rilmtlxsausth, rilRiinAs: rKrnr6nKnutivft} �ahrillliulx ,ns:ckYll,y('sa,cat,g: tit NtuvinLZ.andl! twiiiplvtt ?. i1 aFt6ll. t?c irmgacG+tiil.an4 upprvve4 uy o Counly 4wpt lorpri,,,r to put I4 or corwrucl bn, 9. `tree Wells: ® 14'hett tte gmund level tuta i „Imn6wl wilhin the dripline or m Erea h, he nxs wi, n. tree wolf Atilt haprrnidwl and a txworuction 40401. >FUl,atutudlir ipinuvyt. lU. '1'rea 1Yaritt Wbgn tud gronad loved, amt W lowored wititin tho Mpiino a trio t, be saved, a ttoc;wall shall bo pnrvi�kd; and a em.truati¢n dOAd nutn dtud for woval. !S. '1'remiting�{I :d ' ae: © who tre+u ilitig is rtrdiuidil within the liuriw o j "tailig i t altell bu dcr� as jar nivay &?iyu thu trtutka rf tern its pNSSi l lr:' "1'urtncling' widera ire -getree shall tiecmaidoredavanalieniii te+ shat. itteanticipsJacthat. neowmytt :anchINsilldestroyteach•,rrafs. .12. C.Irxnuo: ® 1h� daliPS +l:itcatiN elnstl lid tho ltut itigiar ititioWvl.iluritgt the firma diitwuip. ,13f, ed'1'raar: ® Lkai od tr vhdl be tmated ftav"stdy by pwn!% uIctilizaticn er other radhhods racammonddd by'et,ttcc spcEialixt. IS 1t ar• rCI$' I' llF, Il1f1! tLl. OPKIt?SIll; tiVO S$ t811 JI'vTod;OhVt;N,w1'1.11'ft It" S;() 1071, vw1`<) 11 ws'1'tlkti:'t:(2.YYPRV8,I,t<}l 9FQu1R Fill X147..1 I I tA151 INta CiKAVtL L)KIVC `� _. I I I I I I � I I I I I I I I I tl�� �. �'• .: - °� ��. a J STREAM BUFFER W y MULCH GROUND COVER I �' '� �, \�, THE i I 11'. _(7) IN ( MG\ r i W I I I I I I I I I I I I I I I� I �� I\ `� ® '� PROP lI- — -!`\ q ®' ` �' TREE _� 4� J i I J W El El El I El El LI El )- El Ei El STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE - WEA THERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT - LEAST 40” ABOVE FINISH GRADE WITH SPAN BETWEEN _.- POSTS NO GREATER THAN 6' ON CENTER.- EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. - - -- - TREE PROTECTION FENCE (FOR USE FOR TREE MASSES) - STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES VYL . "T" BAR STAKES BURY 113 OF POST II i=1 I I= I I =� I= I ( =1 ( — I =1 11: ( 1. NOTES: BARRIER PREVENTS COMPACTION OF SOIL AROUND ROOTS BY CONSTRUCTION EQUIPMENT. l i —I i I— III — III — III —i I ► —i I I— III —I I 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL LFOR USE FOR SPECIMEN TREES) NO SCALE E TO BE SAVED OSED LINE (1) AG (20) I LIMITS OF C DISTURBA( ZU' UNUISTURBEU BUFFER j \ IMITS OF CLEARING PROJECT BOUNDARY / -TREE TO BE SAVED . (11 AG TREE PROTECTION FENCE r I , ur• + A j— `wI�'•• �►w 1>i�1rt;F NOR, ' # /I . w� � J111111�I�.ALt1» ®► �� i� V� t T 4 qw I IV Zoo IF 9 �.�`A i ;� -------------- - - ----------------- - -- -- - - — 'E�s mil! j;' t .t v -_ - - _ rgo l �,$)q� "j� y` ��►..,�� �6�,. �� .�° _ .,�y� , �= �►.,. +r ; ,,✓ +r ft .yl� �' .. s . +S r�•. � - /�'� >,:a "1Jr .' �An � � "�:r� ~ /�1 '�i � w��'�� � +- /� Wit• wA "',t►-.= - A .. r ►.� . ...aR j ,.li QI ♦� r..�! t O ,� w 0 +� AlJ�`�, a►�./ �� �,<1,� . �i ..�.. ../ �� ''.'D_,� $TiF _ .7,OJ�i tNr er , �r _ ,.'l�.3 v♦.,....._ �.. .. ... /�' - - •' / - : -t 1 }�� « fi . � - - • .. ,fir r:..�.�!��'�il!'1�/ �s11- _ t►. Ita. �r ! . � � —�I .•r ���, pp ,p,O.AI O .►�...,, ,T. �c � � __ �....�,� �► . r... _�.�.�. =_s„� uji' .�.�- �.,a.+ � ►r! - 6_ttl t' L�a�t'L s2 z �£e 2.. �r .. ass {4 ,t � ?� � \:, 'vi4: �"""n`�,�rtsi���...a.. t � „ ���li .,� �� �,; �w •'V, �.��,��"���� ,'G �'�' - - - -- -• - -- .- _- >j �. - � Ire. i J..a .. >- �.,4.. s,.::. ,•. ..... >. _.. ...,, :.:._, ....T.. ., _.:,. -: <.. '� �..,.: �._:: ,,,.,u. ✓,.... ,'_ �..' �1r�'!' �t.:.:.. ...�..:..�:...- .�..::r:.r.�..�� �=G; sia:i:..::i �. IV PROPOSED : • (sfl r PLANT SCHEDULE SYM BOTANICAL COMMON NAME SiZE CANOPI TREES AR ACER RUBRUM RED MAPLE 21/2" cal 452 10,833 BN BETULA NIGRA RIVER BIRCH 10' -12' ht. 397 / -� -- ! - -� -- -- — PA PLATANUSACERIFOLIA LONDON PLANETREE 21/2 "cal. 422 10 QUERCUS PALUSTRIS PIN OAK 31/2" cal, 471 TD TAXODIUM DISTICHUM BALD CYPRESS 10' -12' ht. 79 UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 21/2" cal. 423 UNDERSTORY TREES AG AMALANCHIER x GRANDIFLORA SERVICEBERRY 6 -7' ht. 130 2,448 CF COR US FLORIDA N F A OGWOOD 6 -7 ht. 124 - =� CALCULATIONS: TOTAL SITE AREA 8.93 AC : 388,991 SF MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6 -7' ht. 113 PY 1PRUNLISYEDOENSIS IYOSHINO CHERRY 6 -7' ht. 1 99 EVERGREEN TREES IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 5' -7' ht. 1 44 CCAANNOPPY REQUIRED 10% : 338 899 MG MAGNOLIA GRANDIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6' -8' ht. 82 NSF TOTAL PARKING LOT TREES REQUIRED: PARKING SPACES: 196 # TREES REQ'D (1 / 10) 20 'FREES PROPOSED: 27 PAVED PARKING & VEHICULAR CIRCULATION AREA: 121,014 SF SF PLANTING SPACE REQUIRED (57.): 6,050 SF SF PLANTING SPACE PROVIDED: 9,435 SF SHRUBS AS ABELIA GRANDIFLORA GLOSSY ABELIA 24" ht. min 14 CS CORNUS SERICEA RED TWIG DOGWOOD 18" ht. min 72 FG FOTHERGILLA MAJOR FOTHERGILLA 18" ht. min 20 IC ILEX CORNUTA CHINESE HOLLY 24" ht. min 14 IV JITEA VIRGINICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18" ht. min 1 64 TOTAL CANOPY (sfl TOTAL SITE QUANTITY COVERAGE (sfl 14 6,328 16 6,352 15 6,330 23 10,833 3 237 8 3,384 6 780 10 _ 1,240 .1,017 9 14 1,386 54 2,376 27 2,214 r 30 420 34 2,448 50 1,000 62 868 44 2,816 50,029 5) IC (5) AB (5 IC (5) AB (6) IC — - — GAS GAS GAS GAS GAS GAS GAS tS GAS U.S. R ®U 29 VARIABLE WIDTH W. STATE' HIGHWAY PR_ JECT 6029-002-F19, RW202 to NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. (8) FG 14) PY / (23) QP - / 5) AB VV— W® GAS GAS 7-77 7- GRAPHIC SCALE 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. n ` SC T R. COLLINSZ H Lic. No. 035791,x, �SSjONAL E Ol Z p a Z O C z Q ~ ui 0 H H W Ce Z e C c � u � V) c Lu e � g a Z 0 J e H Q O Lu w z C W W C 0 o z r �zzz` =D =D u 0 0 rc J J t U III Lu S a C Q Q Lu j W W - w aa F 1 Lu Ll.l e E 6 O W S z a � 1 � C Z 7 C7 i 1-•i ! Q 71 Z QW 07 .-1 rM-i .07-1 � TM1 rat rM-1 - M M O 1 ri N M 'd- POLE LIGHT FIXTURE 11SA11 Type No. SiteLyter Series Catalog No. Direct Pole-Mounted Luminalre Job. Name Horizontal Lamp APPLICATIONS I N] ❑ • Parking Lots, Roadways, Walkways, Commercial Malls, Tennis Courts, Auto Lots El and other outdoor environments. . CONSTRUCTION 208 Formed heavy-gauge aluminum housing. : SK = Black Extruded anodized door frame. I 00w/HPS = 810S 0 1 Tempered and gasketed glass lens. ❑ • Hinged lens door. I I I 1 - OPTICS _ - 11 .. _ , - � � "I • Field rotatable optical tray. __ I � x "I I : Choice of IES Types: 2, 3, 4 or 5. I " • Horizontal lamp orientation. 32=320 (BT28) 35=350 (BT28) • All lamps above 260w must be ROJ type PMA-Pulse Start ELECTRICAL !a 18, A • High power factor ballast. T _r] a 9-4 ..... .. . ...... � .... . . .... . . .. 'i .. .1 �0. 1. 0.4- . 3Q, I TO . . -b�'? '%1;5' :' :'2.8'•'•'x.9.'.'43• ', '4J. � . ... A. q-,.1�0.1. 1. I. x , , . 11 ............ . ...... . I . . * , ... - ' . ' * - . . .. ....... ..... , ... ... .. I - , .... ...... . ... I..... ' • Tray-mounted ballast with integral heat sink. to- (25OW-4 ON) .. , , i . �' -1 . -...3:.., 3M -.. .. :.- T • 4kv pulse-rated porcelain socket. 12' (45OW-75M . 5 -480V 8-12OV-277V 5. i All metal halide fixtures are pulse start. I - LX -High Pressure Sodium MOUNTING I 18, & Direct surface mount. : I I I 10 � �7 I ) ...... ..... ..... , . . . . . . . . . . . . . . . . . 0.1:':'. .. ......... .. ..... .......... .2 ........,�.... .......... I 91' arm with direct surface mount (optional). I ... . � 13 .. 1 . .. * U.0..-U.q` , Oa.%b ...7..'�..... • Post top for 3' or 4' round or 4" or 5" square pole (optional). . -3,4,-*-' . -9.. J Adjustable arm adapter for square poles (optional). : .'.'.2.4 .� . . . . .... - ..... . 2- 2" tenon adjustable adapter (optional). T WARRANTY /LISTINGS I 1 • UL 1598 listed for wet locations. . . . O. i • Published one year limited warranty. I 9" m not included, See mounting accessories. : 9 arm required for all mounting at 901, Ordering Guide Example: SLH402PMADM-8 SL I N] ❑ 40] F ❑ El MA FP I ❑ D F ml F ❑ ❑ __ - Is] 208 2F = Double Fuse SK = Black . , - _ I 00w/HPS = 810S F-1 ❑ ❑ 111111111111111 I 111MI �il 11P 11 11-11 1.1i.t�vIr.uriltriul�ll it 1011111111111111111111111� n. IFIEFIT1111111111111111111111 SL=SlteLyter H-Horizontal Lamp/ 32=320 (BT28) 35=350 (BT28) 2-Type Its 3 -Type III PMA-Pulse Start 0111111• Direct Mount 1-120V 2-208V . I .� . . .; Y. Color 40=400 (BT28)2 45=450 (BT37) 4-Type IV 5 -Type V ..... .. . ...... � .... . . .... . . .. 'i .. .1 �0. 1. 0.4- . 3Q, I TO . . -b�'? '%1;5' :' :'2.8'•'•'x.9.'.'43• ', '4J. � . ... A. q-,.1�0.1. 1. I. x , , . 11 ............ . ...... . I . . * , ... - ' . ' * - . . .. ....... ..... , ... ... .. I - , .... ...... . ... I..... ' .� - - *2 'A .��.. . � .,. 3-240V 4-277V .. , , i . �' -1 . -...3:.., 3M -.. .. :.- 75=750 (BT37) ..... � .: . . :::::-:-:.:-�-:-91.::::� . ... .... ... .. , .�. ... . .A. '' ...,6 .. , ' , ' * ' . - f �. . .-.'��6 ' �il'i , 101.`63'•' %'.' *4 1 . - . . ,a .'.# ... . I I t , , 3.'.' * , , , . ' - . . . * , . . , . . . . ... .. . . . .. . . . . .'.'. . . . ...... I � ... . ..... . . . . - - ' .. . 5 -480V 8-12OV-277V . . :.. -1. .. .. U I J . I 25=250 (08) 40=400 (E18) ........ . . . . . . . . . . . . , , . ................�...... ............. I . •, •, .3 ... .... ... LX -High Pressure Sodium ?. . , . . - A - irwe� LF� 2345 Vauxhall Road - P.O. Box 129 Union, NJ 07083 800-334-2212 www.exceline.com ExceLine is a Philips group brand 11/10 25 400W available in 10' tee housing; 450-75OW available in 12' deep housing. 11 1�_ I Type 11 distribution only available In 40OW and below Metal Halide. Re reduced outer jacketed lamp. • Horizontal (lamp) mount fixtures provided with Flat Glass Lens standard. Product Information is subject to change without notice PHILIPS NOTES: 1. ALL POLE LIGHTS SHALL BE 20' FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 20' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. 2. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. 3. LAMP TYPE SHALL BE METAL HALIDE. 4. FIXTURES SHALL BE BRONZE IN COLOR. mmiiii � MIZIM Housing: Four heavy gauge .188 wall extruded aluminum sections interlock to form the cylinder - wo sections are in housing.T ternally welded to lower cast lens frame and two sections are bolted to mounting bracket and welded to upper lens frame. Lens Assembly: Clear, heat tempered glass lens are sealed In regressed cast aluminum frames.The lower frame is welded to two extruded sections which easily slides down for relamping and ballast maintenance by releasing a single set screw, A safety chain secures the frame fin place. Optical System: Spun aluminum reflectors with specular finish are attached to cast frame. Reflectors provide a smooth symmetrical distribution. Mounting Bracket: Extruded aluminum arm is internally welded to cast back plate, Arm is batted to housing with two 3/8" bolts. Steel zinc plated bracket mounts to wall surface and is attached to the cast plate with two stainless steel fasteners. Ballast/Lamp Assembly: All ballast shall have a high power factor and be suitable for -20° F operation.The ballast module is easily removable for maintenance.The lamp socket shall be porcelain medium base pulse-rated and securely mounted to housing. Finish: Polyester powder coating on all metal parts. Color to be specified. Listing: Luminaire is ETL listed for wet locations. Specification Guide It 1211 I _ ),-I - A I 00 3611 I * IF = Single Fuse B7 = Bronze :4- 1=1 o ME -9 U170-17- V111V a T7 11114y9plilli ITUM I I L L I I 5322 A B!, anks DrI iv wL erI y Branch, Georgia � 3I 05. 42 • 7I I 70-967-7050 • FL AX ,770-967-70 I I L I I NOTES: 1. LAMP TYPE SHALL BE METAL HALIDE. 2. FIXTURES SHALL BE BRONZE IN COLOR. 3. FIXTURES SHALL BE MOUNTED AT A HEIGHT OF 16I . 4, THIS IS A SPECIAL ORDER FIXTURE, WILL BE DOWN LIGHTING ONLY AND WILL HAVE A 150 WATT PAR 38 METAL HALIDE LAMP. - -- - , --- NOTE: 1. 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"74. p.81X-OW1730 fiSMW8146 %rnw.Willitif.cont J. 0. - Rew. 1012 � , , I f; ;p.1300- 9001730 - L I I L . I L I I . I , NOTES: DIE QAST AQUIMINIM AROWLECTURAL H DWALL M I OUNT,:DARK DARK' V: T6-CMH 70 TEMPERED � F Q. L MI+E-Bk Sk�L , % , L 1 , LIGHTING FCW1020-277V-70 �, G: 4MT",S - . ' . .1 I 1. 1. 1. :,: � IL I N% LAW 1. LAMP TYPE SHALL BE METAL HALIDE. I I I E I JOWNH, I L, I FLAT GLASS r0LiGWj0 L F I ', L Tt � ' 'O'L ' AL L , , I MPZ-RE DIECAST LIMINII _, DAR 1. 'L - I ... .., � , "H_ R.X L . ' . .. .. . '1 A AR HID IN -1J,L,M"T4. ,K 277V. �1) I IWIN PMHI I 2. FIXTURES SHALL BE BRONZE IN COLOR. W L L SKY 6WPUAliff-�911ildL(LAP, . 460W.MH, .. . . .1 I I I . L .. I I FLAT i��88 , I - L L . I . 1. - , I - 47 0 N. -PP, /' 1, � �P_ I ff -1 C� SIC T R. Z Lic. No. 035791,2 , 91�1 11 �&IOIVAL 'Ot�,�/O) 'I ' ' k op' SC T R. COLLINS COLLI Z 0 Cr-L W U (Al LU a Z 0 14 J_" E�ul tY (A - Qty. Z Description Arrangement ffi--., -o �Y_`.�_;_ _ � t LLJ 1�7 < 0--M> M 0s PROJECT BACK-BACK 40000 TOE. ai I I I I I 'M > _1511, T 'J 1.000 90"'OM", Ff '00 6 ,*��P,�MI�11 1,1110 I - I I, A _ ce r-rW1111191111 i 20Y LED 4000K 1200 Lunnem 911 -W 4 1 l )l%1 ,; 6 ,lWr1ti 6 , 1 . -1 _ _ _ _ - - I I I . . . *Wi III PL -RQ- :. '' � SK . - ,04 1 r* t I AP � I . sp , o I I - AN I ". A . Awainlis Arm. - 13 I '1111I I 11 L . -...-- . _ tso J Nq ., _,,� ✓ , 41 - �- I .... .. 11 - . - '' I >�% -�1rx � 1,--�,�� . �.- e, r � ... , , . 'F ,I- .1; � ,-��,� I ;M 11111) 3W . I , --, '4'1 MR412 IM 'L M J'W ElAtK 1) rj[Qir"Il)fipt.ff.o�ly'.�rft. ) �_ � . Mftil.12 6Z fkj#.1/v W . , , 34711z LED -A 1W0LuWna*Wn CC Qj*m Ulor FL Road EC E L Q)' , ." -, I I E: .at , "'J , I ,1 I// I I � e�,`, `1 A 1bWLurr"*kn SL '. st'We r VFL 'A'� H�� I t* '6yr.rqfanc.yF,wXr. .m* �V. CMVLj�jj&). I I" � ;�, 'L .ff I , , I , Z ,,�, - var. . 1. _HA . , .. 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LM. llf me la qvaier ihan,ctr equal fa,70,00 hours,with.tholumen , clep=-lj4tio.ri,groot4prthAn.L,�.P.,.Ail-c).t,our,l,t�ryiftialre.4>ate..tgstei�lo LMBO.vOlth;4,.mlnlmtj.ni,.QRI.'oj8Oand,c,olorc-onsWency�..cif,.steR.,4. Nltt�mEIIO.Wi,liftte rW�A`cv46,rW0P.Iy' ftclird�.160,Ut.0 '.M- 4t.277Y C-0,64- It f4at ',fl '. , , - ,,g,, a . . # , 1?QV r lmIh'§, a lbe,�115rldlrfo . 0�y'fodjth � , a , .1 . I ,I fippl�� . 1110101,00W " 01.091; � of 4�061 , FINISH: � L 0 &X'stago'cherNC4 pre-limetmetit process, thit , Includes iron phosphaie, 'to pti#parethe subsists forot.V'siale, superdurabeL . .� 0,and,aid polyssiter powder �coet ., . - I * 04,"X___3. I I I - , A 1. .$412. fLECT11111M L ' 0�01h". HIV , ! �112�ft P9W4"'L _' ■ *W-W. K_�Tc*r Piln.P . -i� * ", -P * W . . " _ L W ,, _10,Q7in*tYP0,0'm*_ :fI4,Qir t lom. hk)l* ow-, POW 0* 40 OotcWa "'71� � 'I , n'* . • Qoqpo��2;roop�4�!0"3-tl�.O"Ipthe�"stqoo�tolo!0,41i*ut,lpgki�r,�oh.o,*�h4��for'do: eqr.11i�fto.�Or rrty, d * ,Y, �N , ,if i 4" sook6t, . I 9 -.� hr pa - , .*---91M ----*- * I -e sted:11mitast,st d,aniEWlest'h�taanianttfadw.mr,issued6.yew, L'. , El,e.ct',Onl I Oa.* PL,f1wreapeni L werfac(ar-loctroft,01-16 standard W411`11`21011�� 0 . . - ., rothejj�'V.oftag� 0 0 .1 � ., ,. . I I I . wive is s0AcJR00It*i;Qfy,'f9r voltage ,, PW , . , 0 65 US,Tl 14 0 PI_ & PL listed fdr.*,I.at l t9lotilhupqfioowno,owto�f,.K�5,m,iodI 11 .. . ttlfti tjf a", rr;tit - 1e, �I,thig�u hjrruaurd�xxmilkxis. IQ Ligfftp; ho,-.406icno4�111ho Mirt.to-chow dotsuo, 0 6 wtthmd� rtotdc�.� Pmdudt.wo. "rtlto4.aqroomi t6l C Whbrig's tormi *4 ooridrbort� FQ' i6nUi1ru. wimstva-v'the r tfil,tu uha-oe cips . �.,t�switti!�uitiotiue.�r,yJiA,.jue.ou,t 4"re#!,,n?jntWF0J -.1 , poaft-b- I I - L I . . I . . � I -it# . , - .. . 'L I .11 . I . I .1 L I I . . L 02012 Feti4dito,he, �.,.%6r*8%4�i��i/wq.,$t..��lti6k]i�-.i� IL601-t4 ;" 8106 "W, �; 1.630-m a laimWY-1111 lo. -nZ.-lion 0202: FOLkidiintAInc. SWO Swanson Ave:, St. Char &a, IL 04. "74. p.81X-OW1730 fiSMW8146 %rnw.Willitif.cont J. 0. - Rew. 1012 � , , I f; ;p.1300- 9001730 - L I I L . I L I I . I , NOTES: DIE QAST AQUIMINIM AROWLECTURAL H DWALL M I OUNT,:DARK DARK' V: T6-CMH 70 TEMPERED � F Q. L MI+E-Bk Sk�L , % , L 1 , LIGHTING FCW1020-277V-70 �, G: 4MT",S - . ' . .1 I 1. 1. 1. :,: � IL I N% LAW 1. LAMP TYPE SHALL BE METAL HALIDE. I I I E I JOWNH, I L, I FLAT GLASS r0LiGWj0 L F I ', L Tt � ' 'O'L ' AL L , , I MPZ-RE DIECAST LIMINII _, DAR 1. 'L - I ... .., � , "H_ R.X L . ' . .. .. . '1 A AR HID IN -1J,L,M"T4. ,K 277V. �1) I IWIN PMHI I 2. FIXTURES SHALL BE BRONZE IN COLOR. W L L SKY 6WPUAliff-�911ildL(LAP, . 460W.MH, .. . . .1 I I I . L .. I I FLAT i��88 , I - L L . I . 1. - , I - 47 0 N. -PP, /' 1, � �P_ I ff -1 C� SIC T R. Z Lic. No. 035791,2 , 91�1 11 �&IOIVAL 'Ot�,�/O) 'I ' ' k op' SC T R. 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Z Description Arrangement 0 LLJ 1�7 < 0--M> M 0s PROJECT BACK-BACK 40000 - BOUNDARY / M> 11 BA YRW -2-800 > 810 1.000 U01 6 W ce SINGLE I t / I 1,000 I E )'UNDISTURBED G FCW1020-G JFFER AND 1200 1 1.000 kRKING SETBACK : Z _J 9 E0 : � 2: I � ca U (n =) ; Ln Z Z g . 0 M t--i < .J (n 4 )--I > E - 2 Z ( I 1 I I P ; ; uJ LU 2 , : Z Z I I 1 X M X X �2 ! : 0 0 1 I U U Z , . W I � , Z Z 2 , =:) =) 8 1 i 0 0 � I , U U 1 : U I < < L- i 2: X ,e I uJ • a- I LLJ LU � _J __1 a : W . < < � 0� ( > Al I 0� LU UJ t--4 I 0- 0- LU 0 a - ; � i W I Ln V) I � 5 5 ! LU LU ! C X., � : , • 0 Z . 04 -1 ,(nn * 11 2: ► co ; =) I 0 - Z I :5 : I 0- i (n I LU C2.1 I =) : , . !Q Z I - (D (n - _J I < I Z ! W _f (y) �q 4 r r-i r.1 1-1 V-4 M V-4 �_f N -4 __ �z �� �� :4� :;4:. �� I A LU M 'n ro ro 'n 'n ..... ... . 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'o C 0 0 = 3: S ID f 0 C ;11 0 E V r_ 0 0 Z W W Ul Z 0 Z Ld JOB NO. W > W . W _J :3 SCALE t_. U 1 ff =40t ' to a 'a X Q) b �_ LU IL 0 LU o W. "I = 0 e% U) V) JOB NO. C %, E 09 11 M 0 "o 'O ,V SCALE .2 Q 0 1W 1 ff =40t ' to a 'a r_ - a fcg--11-�-> SHEET NO. 6 0 a C a IV 0 a) BIZ ,01 G O V 3 L N C O U O 'O C O U C :n D A C O U 3 Y N G U O N .� O C 7 N .N U C L N 0 N O t 3