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HomeMy WebLinkAboutARB201700079 Plan - Approved 2017-10-11-0 rr- 00 z and 02 E -0 CL 0 :D 0 0 (D U) Z 0 x (1) q) 0 0 o 0-0) co C) x a) 0 0 0 E -0 ro m U) 0 ro 0 0 a) -0 U) a) E U 4 T) -1.5" ASPHALT SURFACE COURSE fff 2'ASPHALT SURFACE COURSE 2" / -2.5"ASPHALT BINDER. COURSE REFLECTIVE RLUA41NUM LEGEND AND. BORDER -GREEN �2.5" ASPHALT BINDER COURSE RESERVED WHITE SYMBOLON BLUE BACKGROUND PARKING BACKGROUND -WHITE TYPICAL AT ALL ADA SPACES - ® r-g„ COMPACTED STONE BASE g„ COMPACTED STONE BASE. THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES 'L.�-f 1 i �' N Y-''�,t`-�� Ng' t ✓`Y�J C' i fC " , ,,+ . yFf 3,> .T 1�i„{>t- ,x �"i c�"y 7 �iy Y" `„l' 2.r.TY „"" -," _, �.-i ,-- p- Iy ,� �✓- . yh, VAN* ACCES&IBLE i f F,oT ! I Ili) „i I _,,.;_Iz IIr= I a ( _I I r 1. -iil II €I 11,Ti ='rl .I ril: PENALTY SIGN WITH WORDING AS REQUIRED 6Y STATE:OR LOCAL LAW GALVANIZED U-CHANNEL STEEL POST TO BE POWDER COATED ROY CROFT PEWTER SHERWIN-VIILLIAMS COLOR SW2848. z LL L) 0 N �E w oc /-8"0 CONCRETE BASE 0 o 1 PAVERS o / { f / / 4000 PSI CONCRETE TOTE: T� ONEAT EACH ADA. SPACE BEHIND 6" DOLLAf'A ,D.. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED -BOTH ON SIDES. ADA PARKING SIGN DETAIL NOT TO SCALE (PER GEOTECHNICAL REPORT) NOTE. 1, VAL. DES SHOWN ABOVE ARE MINIMUMS ONLY. FINAL DESIGN TOSEPROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. —COMPACI"ED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE- 1. VALUES ABOVE ARE MINIMUMS ONLY. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S AREAVAILABLEON COMPACTED -SUB -BASE. HEAVY DUTY ASPHALT PAVET4IENI T SECTION STANDARD DUTY ASPHALT PAVEMENT -CONCRETE SEALA14T —CONCRETE SEALANT CONCRETE (4,000 PSI) / 6" COMPACTED STONE BASE 4" CONCRETE (4,000 PSI) / -4" COMPACTED STONEBASE �nBWWM('10GA.) / I I /� _%'66V'ifti(10GA.) I ``—COMPACTED SUBGRADE (PER GEOTECHNICAL. REPC NOTE-, 1, VALUES ABOVE ARE MINIMUMS ONLY. FINAL DESIGN TO BE PROVIDED ONCE FINAL CSR'S AREAVAILABLE 014 COMPACTED SUB -BASE. 1-JEAVY T-)UrY CONCRETE SECTION NOT TO SCALE THE SITE DESIGN COMPONENTS REFLECT THE CIVIL DESIGN STANDARDS CONTAINED IN THE LIDL CORPORATE PROGRAM. IT IS THE ENGINEER OF RECORD'S SOLE RESPONSIBILITY TO PRODUCE A SITE DESIGN THAT IS BOTH COMPLIANT 1,1VITH ALL APPLICABLE LOCAL, STATE AND FEDERAI. REGULATIONS, RULES, STANDARDS AND LAWS, AND PROVIDES FOR AND PROTECTS THE SAFETY AND WELFARE OF THE PUBLIC, [2— STEEL PIPE ID = C' STEEL PIPE OD m &E25"' 6" STEEL BOLLARD SLEEVE ID CONCRETE FILLED CUSTOM COLOR PANTONEISHERWIN WILLIAMS 6'fa" #2548 GRAY LOPE PLASTIC COVER TO BE INSTALLED OVER STEEL BOLLARD. 36" CROSS SECTION OF SLEEVE CONCRETE !j, �-`4000R51 SURFACE / AR E , I n I I T 1 I III l , , I r , II I I I -EIS I f I r L 1 a E ( T ll I I I I • b "STEEL BOLLARD TO BE INSTALLED IN FRONT OF THE STORE WHERE SPECIFIED.. TEEL BOLLARD WILL B£ DELIVERED WITH i PLASTIC COVER BASED ON NATIONAL • 6" S ACCOUNTAGREEMENT, INSTALLATION BY GENERAL CONTRACTOR. 6" STEEL BOLLARD WITH GRAY LDFE PLASTIC COVER NOT TO SCALE THE SITE DESIGN COMPONENTS REFLECT THE CIVIL DESIGN STANDARDS CONTAINED IN THE LIDL CORPORATE PROGRAM. IT 18 THE ENGINEER OF RECORD'S SOLE RESPONSIBILITY TO PRODUCE A SITE DESIGN THAT IS BOTH COMPLIANT WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS, RULES, STANDARDS AND LAWS, AND PROVIDES FOR AND PROTECTS THE SAFETY AND WELFARE OF THE PUBLIC. �� 24"�q� `"—COMPACTED SUBGPADE NOTE: (tg T� (PER GEOTECHNICAL .REPORT) N O I E: 1. VALUES ABOVE ARE MINIMUMS ONLY. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 2. CONTROL POINTS FOR PEDESTRIAN AREA TO BE FORMED IN A 6'X6' PATTERN AS SHOWN ON SHEET4 OF THIS SET. SEE CONTROL JOINT DETAIL. 3, LIGHT BROOM FINISH BROOM STROKES TO BE IN THE DIRECTION AS :SHOWN ON PAGE 4. STANDARDDUTY CONCRETE S'EC',T'ION NOT TO SCALE SITE PLAN DETAILS DATE: 03/16/17 - 'PAGE 8 OF 12 REVISION # 0 STEEL PIPE ID ` STEEL PIPE OD 12.75" CIRCUMFERENCE=-40,25" f12" STEEL BOLLARD SLEEVE ID = 12:8T5' CONCRETE FILLED YELLOW LDPE PLASTIC COVER TO f ( BE INSTALLEDOVER STEEL X:L� 3 BOLLARD. 46" CROSS SECTION OF SLEEVE tr 4000 P5I CONCRETE j: I- /-GROUND SURFACE. ): / /(VARIES) 51 'L a za r w _I � _cam � I �i I t i o 1 I b 77 - - w 1 I z I I .� )� o I �c� 1Ia_I. llrll,�lil !I rl I ;rll o° 1[ IIF"kL I--,_ raj' - }. 1E1 IF_fIl:-.rl... ,1€-.+, ..1 r...:l ::i;.: ,NDUIT 24„ NOTES- ? 52' STEEL BOLLARD TO 8E INSTALLED IN FRONT OF THE DUMPSTER ENCLOSURE AND. LOAIDING RAMP. +12' TEE BOLLARD EDELIVERED NITHP TI CO COVER BASED ON NATIONAL ACCOUNT REEMEN"E s"*TO'TE. s L saLLA BPLASTIC B u AG INSTALLATION BY GENERA_ CONTRACTOR.� - GUIDELINE ONLY. STRUCTURAL ENGINEER TO DESIGN AND THIS DETAIL.,SERVES AS A G f0 PROVIDE DOCUMENTATION FOR FINAL LIGHT POLE BASE DESIGN, 12" STEEL BOLLARD OLA� D �I17 �E S LOW YTALL CONCRETE LIGHT POLE BASE LDPELASTIC COVER NOT iO SCALE NOT -70 SCALE ?Dies Poles r - - SITE PLAN ,��;a T j� rsa acci < ...,;.:.-...._.....,.;... ..,.... �si1Qd � _.... :;`.... _. .:,:�:" GAR?CO T T..IT>S LIGHT DOLE S I Ai` DARD DATE 03 1G£17 NOT TO SCALE PAGE 10 OF 12 REVISION # 0 91 REBAR (TYR.)---, #3 REBAR (TYP.)— / �\ —EXPANSION JOINT SEE EXPANSION JOINT SEE BUILDING DETAIL. ON PAGE 9 DETAIL ON PAGE 9 f \ TYP = PAVEMENT \ CART CORRAL \ WALL / / COLUMN OR / \ ' BOLLARD ' \: X TYP. COMPACTED SUBGRADE (PE �' "; / / \ MAX V X V OR 1' DIAMETER / / \ \ \ MAX 1' X TOR GEGTECHNICAL REPORT / S / \ \ / 1' DIAMETER \ / 74"CONCRETE j \ `CTe,/ - / \ \/ CURBANO /( j \ / GUTTER #3 REBAR (TYP.)— ��;;// /'� / �� f \ / \ SIDENVALK WITH CURB N' B & ✓ ✓ GUTTER SECTION CART CORRAL WALL REBAR DETAIL COLUMN OR BOLLARD REBAR DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE ALL SIDEWALKS AND ASSOCIATED DETAILS TO BE COORDINATED WITH ARCHITECTURAL PLANS THE SITE DESIGN COMPONENTS REFLECT THE CIVIL DESIGN STANDARDS CONTAINED IN THE LIDL CORPORATE PROGRAM. IT IS THE ENGINEER OF RECORD'S SOLE RESPONSIBILITY TOPRODUCE A SITE DESIGN THAT IS BOTH COMPLIANT WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS, PULES, STANDARDS AND LAWS, AND PROVIDES FOR AND PROTECTS THE SAFETI`AND WELFARE OF THE PUBLIC. 4'x4"STEEL POST- 2"X'6 PRESSURE T 81-VIO'C. HORIZONTALM U6 '� LOOP CAP ;.�.____._, ------ ___2 __-- -RAIL; 4"X4" POWDER- - - LINE POST 1 93 GJ' 1 y" x 18 GA COA.TE POST 3" FRESSUR . TED 72" ` DOME CAP /Z CAP BOARD SAN D BETWEEN TOP RAIL 2"XT PRESS 2"X6" ME TIE WI BRACE BANK 6^ PICKET: � _ ""s LE_ _a ✓'✓✓7St8"x19GA TREATED HORIZONT MEMBER I 2 X,8 f BRACE BAND ( POST 1"X 3 --TENSION BAR 2" x 1E GA 1"X"4 PRESSURE- 1 1, X'4 54" \r TREATED VERTICAL TENSION BAND BOARD A8' 43 j° 3; I �I CONCRETE FINISHED GRADE I I' z I € I. CONCRETE BASE 2„ 1\7O TES" } tl2"0 NOTE: 24„ _I 1 PRESSURE TREATED. I � , I AL ER BE ESS RE REATE L_ 1-. FINISH 10 CKVINYLDIPPEDCHAIN ILINK, F 2. x&" POSTS A C ALL CORNERS ANGL_ POINTS'. f I 3. TION: ALL AREAS NOT VISIBLE TO PUBLIC AND AT ISTORM411ATE . 2, LOCATI L AREAS NOT VISIBLE TO PUBLIC AND AT STORM -WATER MA,NAG T RETENTION i. FENCE SHOULD HAVE PO'AtDER COATED BLACK FINISH 1ANAE ENT RETENTION AREAS AS ALTERNATE CNLYIFCHAIN LINK F AR _. REFER TO FENCE MANUFACTURER FOR SPECIFIC FENCING DETAILS. . DOES NOT MEET CODE REQUIREMENTS CHAIN LINK FENCE DE MI 3. LOCATION: AREAS VISIBLE TO PUBLIC AND TOP OF RETAINING WALLS BOARD ON BOARD FENCE" DETAIL 4' - 6' CILM 1 LINK WITH °TOI'RAIL METAL F ENCE DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE METAL FENCE (SEE DETAIL ON THIS SHEET) 4i l - \ RIDGEROCK II CAP BLOCK TO I I _ CHAIN LINK F EOIRHANG WALL LOCATI0 EAS NOT VISIBLE BLE TO P d0 ALL STORM -WATER -' - \ \ \ \ I_ 6 1ENT L \ RETENTION AREAS \ \ \ I A S RIDGEROCK 11 BLOCK BEV BLED NAZE 8 OARD ON BOARD F. R ENC_ IF CHAIN LINK FENCE DOES �•„ �`° �' - -. � '7st'T" it NOT MEET CODE REQUIREMENTS) fi 12INCHES MINIMUM OFFREE DRAINAGE ---� � I�....... AGGREGATE OP, AS. RECOMMENDED BY METAL FENCE --u. STRUCTURAL ENGINEER LOCATION; R ! �, � / ALL AREAS Ni>`r _._. -� / VISIBLE TO PUBLIC 4" DRAIN TILE; ELEVATION VARIES (TYP)�j' / 9 %\��\//lYjl`� COMPACTED, GRANULAR -BASE LEVELING PAD (TYP): REFER TO STRUCTURAL ENGINEER ' DRAWINGS FOR FULL SPECIFICATIONS 1. REFER TO RETAINING WALL DESIGNER AND STRUCTURAL ENGINEER FOR FINAL DESIGN A PLANS, THE CONSULTANT DESIGNING THE RETAINING WALL SHALL USE THIS DETAIL ASA - GUIDELINE -- - 2. RETAINING WALL SYSTEM TO BE RIDGEROCK II RETAINING WALL SYSTEM WITH RIDGEROCK II UNITS AND CORRESPONDING CAP UNITS. FACE: BEVELED: COLDR: NATURAL (GREY). RETAINTING WALL EXANIPLE RETAINING WALL DETAIL FENCE TYPE LOCATIONS NOT TO SCALE NOT TO SCALE NOT TO SCALE _m_ - ---- oe!_0 7 --------- STI-��7E, PLAN AILS THE SITE DESIGN COMPONENTS REFLECT THE CIVIL DESIGN STANDARDS CONTAINED IN THE LIDL CORPORATE PROGRAM. IT IS THE ENGINEER OF RECORU8 SOLE RESPONSIBILITY TO PRODUCE ASITE DESIGN DATE: 03116/17 THAT IS BOTH COMPLIANT WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS, RULES, STANDARDS AND LAWS, AND PROVIDES FOR AND PROTECTS THE SAFETY AND WELFARE OF THE PUBLIC. PAGE 11 OF 121 REVISION P, 0 19``'fIN, 1' 8' THICK CONCRETE PAD 5`' MAX. T'p. > � 4 -DUMPSTER CENTER POST n k .,a ' DU{F?5TE OPTIONAL ENCLOSURE 12' MIN.- NET CLEAR OPENING 9ETMEN GATES TYP. SEE BOLLARDSIL HIS YP) s� DETAIL THIS sH��T 8' ThIICK CONCRETE PAD OPTIONAL GATES TYP. DOUBLE T7UIE.fIP TES I ENCLOSURE PARKING TABULATION BUILDING USE GRAPHIC THIS GRAPHIC IS PROVIDED TO DEPICT WHICH AREAS OF THE STORE ARE FOR WAREHOUSE USE, WHICH IS USED TO DETERMINE THE REQUIRED PARKING WAREHOUSE AREA - 12,150 SQFT (STORAGE, STAGING, FREEZERS, ETC) 1_17F.F. t L----�.----�_-----—�—..� LL_h I — TT TT 11�_L LTT J-r] T�T I T �+ tti L _.1_��= ..yLL _ i I �11 L; y_LJ _ I I I I V I I T' < / --T--=-t= -�- < \ ' < , • <'T%� r—ICI--1 L1._,_.a_1---:-:.,1._.!._L.A_.A.._....__.1._Ll I r 1 � r"�./`a;T � I� I'I� T� I/ r` 1;,' Y' �sf`!`. `'°r `� r :d �./�/``/`"' `,r` �.'',FF%�;`r r �' '` �`:`r r✓rr ," /"' �'. � � I I ., / � . ,, ��,/_ ''•*` r r:,,�;1 ,r ' • , ,r^ f .r �'.,, �/ �' ,,.r,, rr";�,. ,, FF, r r ,�,� s E �,. sr,; r aJ y; r „ I ;`rr�r� �ri r r. �� r;�yyFF `rr;' ,,�.r :'/,/ d, �°`L`'F;�'; t�r"p'�`� �'� i ./` v'%,.r ''r `�a '�,,.'° / `!✓ ;�L F�,r�..T �r� � r ✓ / f''.';rfii; ,,, / r r /,,� �!,' .er /�� ,�v r,,.f"y'., y ixF"r ,. ^/'r r .'l F:,-s'',jU,ry%'i,�p ''•,,`rtT;r,/r r r/`;,�'%f•` ,;.f �rr�' 'f,�* r:. s/ '✓./ i".'.,1 _ I _ _ . r .! ✓ r / r lxtli� i 77 I ,, ,� !Fr !r %,/ ,.�' '`�!a"r'i rs /r,' r .%` r'.',,.•;..' / I I ear . / / i A✓i ; f' ��' ra^` �,',��� r r ,. � .�' /r' �° "��e ,.` ^r`^ `r J � ;,': y: °1 P%7 s; r F;#j'' FtT a j,r ;: r i fi 1 ✓✓ U-------------------------------------------------------- - - - - ---- - - - - - J I m E 0 0 V eV N Vi C �( O .�, E E W QLu V. LuLL O O W 1 T� -r- m ,J C,} 00 �Q W J 1-1 Ln a N Ur W NO C1 zL_� z 3: O to x 0 `rd _j o a Z) cn = v N CG ~ QLn u c: rn W 4O N V)m z aJ- O 00 .J R W w V) li O ZD W W » U W Q z O\ p DATE O >_ 06130117 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. PENNEM SCALE AS NOTED i O O U C N O O O a) L C U) O 1111000 25 a T C N zO 0 Lu P-1 .L2 J o Q �--- W (6 J 0` LL LLJ _ 0 O N O re 0o 00 00 o CICIL (1) 0 o2 � �_ (6 a— O 0- 0 J � ? zU) 0 a�'i a X 0 ai CL ate_ O_ '3: a U O x C O O N U ca C O in U E O U � O � C (B U JOB NO. 0 c O O 351 48. t"24 -a.L {p t� N O O SHEET NO. o a� C2.5 v L SCALE 1"=30' 3'0' 60' z 0 u U') m r) z 0 U') DATE 06130117 DRAWN BY B. DAVIS DESIGNED BY B. DAVIS CHECKED BY F. HANCOCK SCALE AS NOTED U) 0 <O 0tll 0 O - < L.0 LU ��`� —j < U 03 LU 0- u < 0 LL Q) 0 < 0 CL uo 00 0 _j �-"< 2 z 0- U) wo :2 2E U.J o5i > F- c: L) U) r- 0- 0 Z) 0 ry (D cj) Z 0 0 gi x 0 tf M Q) 0 0--s 0 -§ L)c: x q) 0 O U) 0 O to U L) -0 JOB NO. 0 1'5148.024 0 SHEET NO. LO. 0 w 13 Watek Electmnlo E51�48N-MV-NW- FT-%%-700 kElecttgnla USA, LLC LOuttlo9r wall mount 98 IE5 E51-9BH -MV-NW-Ff- 321 1 110.E USA. LLC. luminalre, Catalog :%%-700 1955 W�Wy number. E51-40H-MV-NW- D4o81StE5 ✓ lose G4n M1pus n9 wM1M1apnsma0c� tam Flxtu WY 95131 I P owns. So6f7'*m ss.D 1I whm PCB L mpor 'nitlua enses. One MItin Power LED DHve Opecatlnq Al 120 �Vac Ol-tl00 50 Hz wlth tlimming wire tllscpnnettetl. a l; 7 f Y Lltlwnia lighting Krl%2 LED 1Z 40K R3 MVOLT HS ERAREA SERIES SIZE 2, ERFORMANCE­E 3 PACWIGE 2,400E HWSE SI.1 AH III 37 LED 1 K LED_P 2 90K„R3, M LT_ S.ea 23013 1 248 4 UNwnla KA%2 LED P2 WR K AREA SERIES SIZE 2, LED 1 KA%2}EO_P I—' 1 24. C, LigM'ng R4 MVOLT HS PERFORMANCE PACKAGE 2„ 2D 0 N54res HOU9[ SIDE SHIE o27 LLLJJJ Z e 1—1 tigM1bng —1—P2111 R4 MVOLT HS KA%AREA SERIES S12E2 PERFORMANCE PACKAGE 2. 4000 K TVPE 4, 12o-271V, HOUSE -SIDE SHIEID LE D LEDP 2 40KNR4 M T S ez 23235 1 496 6 UMonla DLWNl LED 12W 13W 400W LED WALL LEE 1 —1 LED 12. 1 14 Q W 2 11gM1C ng 40K DOB PACK 13W_90K_ DDB.Ies View #1 umini ']CAtic 110. Label M11 ®M FTI m1 lilt 11 �= 1 11 1 11 == 1 11 1 11 �= 1 11 wm m� 1 11 1 11 ®® 1 11 1 11 1 11 mno �M we m mm ©M 1 11 1 11 ©® 1 11 1 11 ©M 1 11 1 11 ©m 1 11 1 11 ©M 111 111 ©m 1 11 1 11 =m 1 11 1 11 ©® 1 11 1 11 M® 1 11 1 11 m® 1 11 1 11 m re Me =m 1 11 M ©'® 1 11 M ©® 1 11 M =m 1 11 1 11 ©® 1 11 1 11 �® 1 /1 1 $i �my, 11 mm =® 1 11 1 11 =® 1 11 1 11 =® 1 11 1 11 ®® 1 11 1 11 m'm 1 11 1 /1 o® 111 111 =® 1 11 1 11 M® 1 11 rs 1/ m® 1 11 "I, 1 ®® 1 11 1 11 ®® 1 11 1 11 Obt 04 `1- 12E 2.4 V 80 a EE' 1.1 Q 3.6 `.A 'E2 lib CV 4 1­ a Ms ]s -1s ea 1.n ae i -�, �g21R ae 32 ul Plan View Scale - 1" = 50ft Q ti N N y O f+' O E O J E R F _ v 0 0 Designer Date 6/28/2017 Scale Not to Scale Drawing No. Summary NOTES, 1. THIS SHEET IS PROVIDED TO DEMONSTRATE CONFORMANCE WITH PHOTOMETRIC REQUIREMENTS FOR THE SITE. THE PHOTOMETRIC PLAN HAS BEEN PREPARED BY OTHERS. THE PROFESSIONAL ENGINEER SEAL ON THIS SHEET DOES NOT REPRESENT CERTIFICATION OF THE PHOTOMETRIC DESIGN - ONLY THAT A PHOTOMETRIC DESIGN IS INCLUDED, AS REQUIRED. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALFFOOTCANDLE. 0 F am O It c7 H Q DATE 06130117 DRAWN BY 3. WILSON DESIGNED BY 1. WILSON CHECKED BY C. PENNETTI SCALE AS NOTED JOB NO. 35148.024 SHEET NO. E1.0 d 0 3 L v ?"vi .-") FLOOR PLAN SCALE: 1/8" = V-0" LiDL 1206 Charlottesville 8444 Westpark Dr., Suite 120 / McLean, VA 22102 703-564-8484 7124117 PR-002 2'-6" 2 CLEAR MIN. - 8" FINISH GRADE, SEE CIVIL #4 REBAR AT 12" CONTINUOUS #4 REBAR AT 24" O.C. 6 x 6 - W2.12.1 W.W.F. I 1 1 6" AIR ENTRANED CONC. PAD. CONC STRENGTH TO BE 3,500 PSI 6" STONE BASE LIDL — DUMPSTER CONC. PAD DETAIL SCALE: 3/4" = V-0" 8"CMU, PAINT ALL EXPOSED SURFACES WITH HIGH PERFORMANCE COATING, GROUT CELLS AND ALL VOIDS SOLID — COMPRESSABLE ISOLATION STRIP SLOPE TOP OF CURB 6" CONIC. DUMPSTER PAD WITH CURB 6 x 6 - W2.12.1 W.W.F. �\ \ I 1 17 CONC. FOOTING — m U4" 1'- 8" [ ---1 PRECAST STONE COPING, ANCHOR WITH S.S. DOWELS AND TIE WIRES INSTALL CONTINUOUS METAL FLASHING HORIZONTAL JOINT REINFORCING UTILITY BRICK VENEER, MATCH BUILDING #3 REBAR VERTICAL REBAR @ 24" O.C. #4 EPDXY REBAR AT 18" O.C. ALTERNATE HOOK DIRECTION. ALL REBAR TO HAVE 2" MIN. COVERAGE (3) #3 EPDXY REBAR, CONTINUOUS LIDL — DUMPSTER ENCLOSURE WALL SECTION SCALE: 3/4" = V-0" 11-91, " CONC. PAD WITH CURB 11 x 6" GALV. T.S. POSTS 0" x 4" x 1/4" GALV. PLATE iELDED TO POST, FRONT & ACK LIDL — DUMPSTER ENCLOSURE GATE DETAIL SCALE: 3/4" = V-0" ti Ini 91-01, PERFORATED METAL PLATE (McNICHOLS #12 HPSI 58% O/A) WELDED TO MTL. ANGLE FRAME FO GALV. PLATE n r7 22'- 0" 20'- 0" 4"--1 -4 Lj L__1 Lj 4" x 6" GALV. T.S. POSTS - SET T.S. IN CONIC. FTG, 5 HINGES EQ. SPACED. WELDED TO T.S. AND METAL ANGLE DOOR FRAME DIAGONAL BRACE, THREADED ROD WITH TURN -BUCKLE, EACH GATE LEAF LIDL — DUMPSTER GATE_- ELEVATION SCALE: 3/8" = V-0" lem 1 x 2 x 3/16 GALV. METAL ANGLE FRAME, GALV. AFTER FAB. (PERFORATED MTL. PLATE REMOVE FOR CLARITY BRICK VENEER DUMPSTER SCREEN WALL. PAINT EXPOSED CMU WITH HIGH PERFORMANCE COATING. 1/2" DIA. x 18" CANE, 4" HEAVY DUTY CASTER, 4" x 4" x 1/4" GALV. ANGLE STOP r BOLLARDS NOT SHOWN FOR CLARITY] CONC. FOOTING, BELOW CONC. FILLED METAL PR-005 BOLLARDS, PAINTED. PRECAST STONE CAP, ABOVE 7 1 717 11 717 17 1/ J 7 TYP 3'-0" 3'- 0" 1 3' - 6" T- 0" T - 0" DUMPSTER FOR i DUMPSTER RECYCLING ' \ 4 MATERIALS PR-005 71 7 - - - - - - - - -- 17 I. 171 I E 0 1'-6" L 91-01, 1 1'_0" 22'- 0" 2 PR-005 5 LIDL— -,—D "PTER�NqLqS--RE PLAN SCALE: LiDL 1206 Charlottesville BRICK VENEER DUMPSTER SCREEN WALL. PAINT EXPOSED CMU WITH HIGH PERFORMANCE COATING. PROVIDE METAL 12" CONC. BOLLARDS, SLEEVES IN CONC. PAINTED - SEE CIVIL -'APRON FOR GATE CANE ANCHORS 9.4.1 L V-6" CONC. PAD AND APRON PRE005 Trash Enclosure 7/24/17 8444 Westpark Dr., Suite 120 / McLean, VA 22102 703-564-8484 s-"= a Ippp- Axe - Axe = 172.01 / 1829mm 100 100 See table for further breakdown Slat Size = [69-4"] 1 1764mm Order dimension = [72.0'11 1829mm Cover panel length = [71-6"I / 1819mrn ! 10mm M1 Plan - WAREMA Extreior Sun Shade SCALE: LIDL - supermarket 15012 111111 ad am I 100 / 10mrrt I-I'10 DriK bit 01C �,— driilirg depth 51 MarKer tape Al SPlan - WAR MA - - Drilling Depth C—AL E: 6" =1'-0" - - - Axe - Axe = i72.0"1 f 1829mm See table for further breakdown Slat Size = [69.4'1 / 1764mm Order dimension = 172.0,1 / 1829mm, Cover panel length = (71.6"1 / 1819mm Axe - Axe = [72.0"]1 1829mm 1 Axe - Axe = 172,09 / 1829mm ff r, 100 See table for further breakdown. Slat Size = [69A"] 1 1764mm Carder dimension = [72.1"1 / 1830mrn Cover panel length = [71.6"1 / 181:9mm / 1pmm 100 I See table for further breakdown ! 100 Slat Size = 169.4'"1 / 1764mm Order dimension = [72.0"] f 1829mm Cover panel length = [71.6'1 / 1819mm [t3 4 / 10mm tGA'] / 10mm Section - WAREMA Extreior Sun Shade A8 -- ;' SCALE: 1" =1'-0" T.O. BLIND ROLLER VARRIES T.O. BLIND ROLLER 12' - 0" A.F.F. -- --� B.O.BLIND 3' -1 1/4" A.F.F. A11 Section - WAREIVIA Interior Rolling Sun Shade SCALE. 3" =1'-0" And type L 2.5 [1181 Order width 2.5 11181 Plan - WAREMA Interior Rolling Sun Shade - Upper K15 �— / SCALE: 3" =1'-0" A11 2.5 018"1 Order width 2.5 1118.1 2.5 1­1181 carder width 15 [1/8 1 blind type L \ Plan - WAREMA Interior Rolling Sun Shade - Lower i %SCALE: 3" =1'-0" NOTE: MANUFACTURER LISTED IS BASIS OF DESIGN. OTHER MANUFACTURERSIPRODUCTS EQUAL TO THE SPECIFIED ARE ACCEPTABLE. 8444 Westpark Dr., Suite 120 / McLean, VA 22102 703-564-8484 LiDL 1206 Charlottesville DETAILS - SUN / SHADE / 7/24/17 PR-007 I r i - I I I I I I I � I s I I I PROPERTY LINE DECIDUOUS TREES (TYP.) CURB BREAK- „•„— FLOWERIP TREES (TYI MONUMENT SIGN F y LANDSCAPE BED HAM PROPERTY LINE LIDL - RICHMOND RD PLAN RENDERING I I I I I I I� 1 I I I I � 1 EXISTING I I TREES ' I _ �1 1 RETAINING LANDSCAPE WALL BED ' 1 1 1 I ,p 1 I I 1 1 SIGN ll� SCALE 60' TIMMONS GROUP 0 0' YOUR VISION ACHIEVED THROUGH OURS. INSTALL SHRUBS SU I HA I I H TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE_ OF PIT SHRUB PLANTING 3- 2" x 2" HARDWOOD STAKES —� ROOT BALL 12 GAUGE GALVANIZED WIRE � 1 F NEW 1/2" RUBBER HOSE 12 GAUGE GALVANIZED WIRE ALLOW FOR SLIGHT MOVEMENT 3 2x2 HARDWOOD STAKES, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN. 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL SET R007BALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE FOOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 1 MULTI -STEM TREE - STAKING SPECIFIED REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK V COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLAN VIEW GENERAL NOTES PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY PRE -CONSTRUCTION DEFORMED, RUBBING, NARROW • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY REMOVE TAGS, LABELS, AND CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" PLASTIC SLEEVING. DO NOT STAKE • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE UNLESS SPECIFIED (SEE DESIGNATION OF BOTANICAL AND COMMON NAME. NOTE) DO NOT WRAP TRUNK • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL INSPECTIONS/GUARANTEE BALLING ROPES. REMOVE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL BURLAP OR WIRE BASKET FROM VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A TOPY30F BALL. IF CONTAINER FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. GROWN, REMOVE CONTAINER • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS AND CUT CIRCLING ROOTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, 1:1 SLOPE OF SIDES OF OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE PLANTING HOLE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF SCARIFY SIDES BEFORE PLANTING THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT BALL ALBEMARLE COUNTY NOTES: PRESSURE so THAT NOTROOSHIFT 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF DOES NOT SHIFT TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLAN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT SCHEDULE LARGE SHADE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKSff ANOPY OTAL AGERUB16 ACER RUBRUM'RED SUNSET' RED MAPLE 2.5" CAL. B&B 200 BET NIG 3 BETULA NIGRA'DURAHEAT' RIVER BIRCH 2.5" CAL, B&B 3-5 STEM ONL00 BET HER 8 TULA NIGRA -HERITAGE' HERITAGE RIVER BIRCH 3.5" CAL, B&B 3-5 STEM ON00 NYS WIL 10-7 NYSSA SYLVATICA'WILDFIRE- BLACK GUM 3.5"CAL. B&B SPECIMEN000 p_O_U NWT 29 QUERCUS NUTTALLII NUTTALL OAK 2.5" CAL. B&B 800 QUE PAL 7 V QUERCUS PALUSTRIS PIN OAK 33 CAL. V- B&B 00 QUE PHE 7 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 00 ULM PAR 18 , ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B 600 nk ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS CANOPY UNIT CANOPY TOTAL AME,gBA-- 241V AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 8'-10' HT. B&B MULTI -STEM 150 13600 CER OKA 8,.- CERCIS CANADENSIS-OKLAHOMA' EASTERN REDBUD 8'-10' HT. B&B 150 1200 MAG VIR 10 MAGNOLIA VIRGINIANA'AUSTRALIS SWEET BAY 6' HT B&B 75 750 ° TOTAL 25,150 SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN, INSTALLED SIZE ROOT SPACING IRO"N 30 6e BUXUS SINICA INSULARIS'WINTERGREEN' WINTERGREEN KOREAN LITTLELEAF BOXWOOD 24" HT/SPRD CONTAINER 48" O.C. DI&OIM 29' DISTYLIUM X'BLUE CASCADE' DISTYLIUM 24" HT/SPRD CONTAINER 48" O.C. FOR GOL 17 FORSYTHIA X'GOLD TIDES' GOLDEN TIDE FORSYTHIA 24' HT/SPRD CONTAINER 60" O.C. HYD AND' 79 ZYDRANGEAANOMALAPETIOLARIS CLIMBING HYDRANGEA 24" HTISPRD CONTAINER 36" O.C. ILE BUR c 67 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY 24" HT/SPRD CONTAINER 48" O.C. ILE HOO0 1359 ILEX CRENATA-HOOGENDOORW HOOGENDOORN JAPANESE HOLLY 18" H7 CONTAINER 30" O.C. ILE JIM .0 2 ILEX VERTICILLATA'JIM DANDY' JIM DANDY WINTERBERRY 24" HT/SPRD CONTAINER 48" O.C. 89 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT/SPRD CONTAINER 48" O.C. ITE LiT 153 ITEA VIRGIN ICA'LITTLE HENRY' TM VIRGINIA SWEETSPIRE 24' HT/SPRD CONTAINER 30" O.C. AS NUD ( 49 JASMINUM NUDIFLORUM /LA WINTER JASMINE 24" HT/SPRD CONTAINER 36" O.C. F+ENGAS 26 PENNISETUM ALOPECUROIDES'CASSIAN'S CHOICE' CASSIAN FOUNTAIN GRASS 1 GAL CONTAINER 24" O.C. SPI BRI 46 , SPIRAEA PRUNIFOLIA'BRIDALWREATH I BRIDAL WREATH SPIREA 24" HT/SPRD CONTAINER 60" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING JUN CON 339 JUNIPERUS CONFERTA'BLUE PACIFIC' BLUE PACIFIC JUNIPER 18" SPREAD CONTAINER 18" O.C. JUN HOR 55 JUNIPERUS HORIZONTALIS'BLUE RUG' BLUE RUG JUNIPER 18" SPREAD CONTAINER 18" O.C. JUN WIL 256 JUNIPERUS HORIZONTALIS'WILTONII' BLUE RUG JUNIPER 1GAL CONTAINER 24"O.C. LIR VAR 13 LIRIOPE MUSCARI'VARIEGATA' VARIEGATED LILY TURF 2 QT CONTAINER 24" O.C. PER XLS 3 1PEROVSKIAX'LITTLE SPIRE- RUSSIAN SAGE 3 QT. CONTAINER 30" OC PHL WIN 877 PHLOX SUBULATA'RED WINGS' r ,. MOSS PHLOX 1 GAL. CONTAINER 12" O.C. W CROOT BALL 12GAUGE GALVANIZED WIRE - - 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE FOOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. TDCC f`ANnDV R9=fl111RFMFNTC REQUIREMENT GROSS SITE AREA CALCULATIONS TREE PRESERVATION CREDIT REQUIRED PROVIDED 10%TREE COVER AT 10 6.38 ACRES = ADJUSTED GROSS SITE AREA 277,912 - 35,962 (BUILDING) = 135 B EXISTING 5,135 SF EXISTING x 24,195 SF - 6,418 SF CREDIT = 25,150 SF YEARS 277,912 SF 241,950 SF 1.5 FACTOR) = 6418 SF 17,777 SF MATURITY 241,950x 10%=24,195 SF PFRIMFTFR PARKING LOT LANDSCAPE REQUIREMENTS YARD LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED PERIMETER A 507 LF 1 LG TREE/40' 507740' = 12.6 ` 1 = 12.6 13 LG TREES 13 LG TREES PERIMETER B 220 LF 1 LG TREE/40' 2207 40' = 5.5' 1 = 5.5 6 LG TREES 6 LG TREES PERIMETER C 48 LF 1 LG TREE/40' 487 40' = 1.2' 1 = 1.2 2 LG TREES 3 LG TREES PERIMETER D 138 LF 1 LG TREE/40' 1387 40' = 3.4' 1 = 3.4 4 LG TREES 5 LG TREES --ma— nAn14'1Mf`_ 1 nr I AAIn¢CADINI: RFnI IIRFMFNTS REQUIREMENT AREA �16 CALCULATIONS REQUIRED PROVIDED 1 TREE /10 PARKING SPACES SPACES 160/10 = 16 16 TREES 18 TREES 5% OF PAVED AREA TO BE 73,621 SF 73,621 x.05 = 3,681 3,681 SF 4,517 SF LANDSCAPE AREA LANDSCAPED INTFRInR PnAn I ANIIRCAPING RFnUIRFMENTS YARD LENGTH REQUIREMENT CALCULATIONS REQUIRED PROVIDED INTERIOR 568 LF (2 SIDES) 1 LG TREE/40' 568`2/40 = 28 28 LG TREES 29 LG TREES ROAD A FNTRANrF CORRIDOR FRONTAGE LANDSCAPE REQUIREMENTS LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED LENTRANCE 1 LG TREE/35' & 7 LG TREES + INTERSPERSED 7 LG TREES + 7 INTERSPERSED 255 LF INTERSPERSED 2287 35' = 6.5 ` 1 = 6.5 FLOWERING ORNAMENTAL ORNAMENTAL TREES FLOWERING ORNAMENTAL TREES FLOWERING TREES ENTRANCE 1 LG TREE/35' & INTERSPERSED 18 LG TREES + INTERSPERSED 18 LG TREES + 14 INTERSPERSED CORRIDOR B 639 LF FLOWERING ORNAMENTAL 6397 35' = 18.25' 1 = 18.25 FLOWERING ORNAMENTAL TREES FLOWERING ORNAMENTAL TREES TREES NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE Z-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL, IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT H O a u V W 0 z O V) C F ¢ DATE 06130117 DRAWN BY B. DAVIS DESIGNED BY B. DAVIS CHECKED BY F. HANCOCK SCALE AS NOTED 0 J3 I..L C z o 0 d' z =wa Ln ' Umw L o I—i o 0 r cy 3 - v Z v pQoa 2 IN Ln U E a I Q0 O z Q Z O i H-I J ° Y JOB NO. 35148,024 SHEET NO. 12" 0 DECIDUOUS TREE - STAKING SPECIFIED TO SCALE L EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE