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Home My WebLink AboutARB201600091 Plan - Approved 2018-06-19 (2)LEGEND EXISTING PROPOSED W WATER W W SS SANITARY SEWER SS STORM SEWER G GAS GAS ® SANITARY MANHOLE • STORM MANHOLE O CURB DROP INLET o YARD DROP INLET L= VALVE W --04- W FIRE HYDRANT ASSEMBLY--►♦ W -SS CLEAN OUT SS WATER METER W W LP* SINGLE LAMP STREETLIGHT o-p> DOUBLE LAMP STREETLIGHT <0*00 r - - RIGHT OF WAY - - - ®_ PROPERTY LINE - - D I TC H /S WALE �- -,--- ---- TREELIKE r RIP RAP CURB - - - ----- CURB AND GUTTER -- - - - - - EDGE OF PAVEMENT - - - - - - - - - EASEMENT ---------- .... ...... CONTOUR LINE FENCE -WIRE a o 9--�-o-- FENCE-WOODEN/VINYL . . . UTILITY UNKNOWN COM COMMUNICATIONS COM E ELECTRIC - - - - - UGE - VEGETATION DRIP LINE EDGE OF LANDSCAPE PROJECT CONTACT LIST APPLICANT/DEVELOPER LTD HOSPITALITY GROUP 1564 CROSSWAYS BOULEVARD CHESAPEAKE, VA 23320 TEL: (757) 420-0900 CONTACT: NEIL DESAI EMAIL: NDESAIQLTDHOSPITALI TY.COM OWNER LTD H OLLYM EAD LLC 1564 CROSSWAYS BOULEVARD CHESAPEAKE, VA 23320 CIVIL ENGINEER Kiml%;;y>>> Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 672-4709 CONTACT: BRIAN BREWER, P.E. EMAIL: BRIAN. BREWER@KIMLEY—HORN.COM NBJ ARCHITECTURE 11537 NUCKOLS ROAD, SUITE B GLEN ALLEN, VA 23059 TEL: (804) 273-9811 FAX: (804) 273-9843 CONTACT: NEIL BHATT EMAIL: NBHATT©NBJARCH.COM PLANNING COMMUNITY DEVELOPMENT 401 MCINTIIRE ROAD NORTH WING CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 WATER/SEWER ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD. ".., CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511; NATURAL GAS CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 TEL: (434) 970-3815 ELECTRIC DOMINION 'VIRGINIA POWER 701 E. CARY STREET RICHMOND, VA 23219 TEL: (804) 771-3655 TELEPHONE CENTURY LINK; 1240 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 TEL: (434) 974-6928 A VSMP GENERAL CONSTRUCTION PERMIT IS REQUIRED FROM ALBEMARLE COUNTY FOR THIS SITE. ALBEMARLE COUNTY WILL RECEIVE THE REGISTRATION STATEMENT AND FEES AS WELL AS PERFORM COMPLIANCE INSPECTIONS. ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE. OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 (1-800-552-7001) FINAL SITE PLAN FOR STAY IDG SUIT S ___1 D D _F -- - - - -------- TIMBERWOOD BOULEVARD ALBEMARLE COUNTY, VA 22911 VICINITY MAP APPROX. SCALE: 1" = 500' MAP PROVIDED BY ALBEMARLE COUNTY GIS PARCEL ID: 03200-00-00-041QO SDP201600072 PROJECT DATA Site Statistics Project: Staybridge Suites DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING AND ZONING ENGINEERING INSPECTIONS ARB DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH I DEPARTMENT ORIGINAL SITE PAN #: SDP 2016-00047 Site Area: 2.02 acres G P I N : 499831935512 Parcel ID: 03200-00-00-041QO Street Address: N/A Location of property: Timberwood Blvd. and Laurel Park Lane Comprehensive Plan: Block VIII of Hollymead Town Center, Area C Applicable Proffers: ZMA200100020 Zoning: Planned Development- Mixed Commercial (PD-MC) Corridor/Overlay: Entrance Corridor, Steep Slopes (Managed), Airport Impact Area Magisterial District: Rio Municipality: Albemarle County Building: 74,744Sq. Ft. (19,744Sq. Ft. Footprint) Building Coverage: 22% Build -to line: 0'-10' from edge of sidewalk Maximum Square Footage: 76,000 Sq. Ft. (Non -Residential) Total Site Impervious Area: 68,259 Sq. Ft. (1.57Ac.; 75%) Open Space: 22,521 Sq. Ft. (0.48 Ac.; 25%) Building Height: 46' Floodplain: Flood zone W as shown on community parcel n u m be r 51003CO140D d ate d 02/04/2005. Parking Required: 103 Spaces (1 space per room) Parking Provided: 103 Spaces Interior Trees Required: 10 (1 tree per 10 parking spaces) Interior Trees Provided: 11 This site does not lie within a water supply watershed. TRIP GENERATION SHEET INDEX DATE Sheet List Table Sheet Number Sheet Title CA-001 COVER SHEET CA-002 GENERAL NOTES CV-100 EXISTING CONDITIONS CE-101 DEMOLITION AND PHASE I E&SC PLAN CE-102 PHASE II E&SC PLAN CE-501 EROSION & SEDIMENT CONTROL DETAILS CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SIGHT DISTANCE PROFILES CG=100 GRADING PLAN CG-101 MASTER DRAINAGE AREA MAP CG-102 DRAINAGE AREA MAP CG-163 STORMWATER MANAGEMENT PLAN CG-501 STORM SEWER PROFILES CG-502 DRAINAGE DETAILS CU-101 UTILITY PLAN CU-201 UTILITY PROFILES CU-501 UTILITY DETAILS CU-502 UTILITY DETAILS CT-101 EASEMENT PLAN CP-101 PLANTING PLAN CP-102 LANDSCAPE NOTES AND DETAILS CL-101 LIGHTING PLAN Internal Avg AM AM PM PM ITE Capture Indepeindent No. of Rate Daily AM PM Daily AM PM Trips Trips Trips Trips Code Land Use Land Use Description Variablle Units or Eq Rate Rate Rate Trips Trips Trips In Out In Out 311 Retail All Suites Hotel Room(s) 103 Avg 4.90 . 0.38 0.40 506 39 41 21 18 18 23 m Li N Q � o z w O U z z o U) O U W o W c) U) w 0 0 Q 0 z 0 CzN 6Q z� �o z � Qo C� T N � 0�000 V�n� ¢o�� 00 1 0 z (N Cfl = <LLJ z— 0 W 0U 00_J W w� 0 �Q 00 N J Vi IBM= O �he 0 0 r__ BRIAN J. BREWER ' Lic. No. 039045 i. YNAL �. z 0_ m O U) U) W N O - 0 10 � m C\ ¢ o M m 0 Q0 = <0 J w r o Q U) Q c� w Cn � o v Q LijC� U) r � � W 0 LL �..++. Q 11 W CL 0 0 Ld W w m Q SHEET NUMBER CA-0O r U v; �T S �ll 0 0 n �s 0 C ni n c, ) 0 f, n J (J � U Z ' Q J � W O Lij N _o° ID (n n U 2 U � O LL U) o n_) Q fll - U u, N r � u L i I 0 fi v � m i > „ U = 1, ,n N r O C61 o Ln -, Q T 9 0 u, 0 cd �U Ill E 0 z z Q w � N 2, Un n i� 0 a g, J iL T, V J a= U� It' r rn v O 2 N m o- PROPERTY LINE (TYP.) CONNECT TO EXISTING SIDEWALK 10' CONCRETE SIDEWALK RETAINING WALL WITH INTEGRAL PEDESTRIAN RAILING COLOR: "JAMES RIVER" BY EAGLE BAY HARDSCAPE PRODUCTS FOR DIAMOND PRO STONE CUT OR SIMILAR (SEE DESIGN BY OTHERS, SEE SHEETS RW5.1—RW6.5) VARIABLE WIDTH RIGHT—OF—WAY DEDICATION (SEE SHEET CT-101) CONNECT TO EX. SIDEWALK �265 cR�w� �T 68 CONCRETE SIDEWALK CONCRETE RETAINING WALL W/ RAILING (SEE DETAIL ON SHEET CS-501) CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK ri, 4/VDOT STD. HR-1 HANDRAIL (TYP.) (SEE DETAIL ON SHEET CS-501) CONNECT TO EXISTING CURB AND GUTTER VDOT STD. CG-9D ENTRANCE —R1-1 STOP SIGN AND 24" STOP BAR CONNECT TO EXISTING CURB AND GUTTER PROPERTY LINE (TYP.) TREE PIT (TYP.) i I LIGHT POLE (SEE PLANTING PLANS ( 10.©' ' �� ` �. FOR DETAILS) - IMMUNE ; • / LIGHT POLE i rn ~ d ,l I LIGHT POLE I v in i; 11" .. i I . A . I C .' .' • . !_ ;; ' CONNECT TO EXIST ING CURB •1 I VDOT STD. CG-6 (TYP) PROPERTY LINE (TYP.)o € 23 O LIGHT POLE', "-". � I A N .. . '. r} ad M 5. }, 1. rl VDOT STD. CG-9D ENTRANCE CKi]�l�h[�iCi»1[.'"1t11�►[�L:I;a1'�'I_L�.1 i it X\� (SEE DESIGN BY OTHERS, R' '' �— R1-1 STOP SIGN AND 24" STOP BAR 1 ` SHEETS RW5.1—RW6.5) % {,€ \ LIGHT POLE f �\ CONNECT TO EXISTING CURB AND GUTTER ,'= t EXISTING OPEN SPACE PARK l� i, ,l l` t� M GRAPHIC SCALE IN FEET 10 40 NOTES 1. EXISTING FEATURES ARE BASED ON TOPOGRAPHICAL SURVEY PREPARED BY JENNINGSTEPHENSON DATED AUGUST 22, 2016. 2. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 3. ALL DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL REFER TO FINAL GEOTECH REPORT FOR SUBGRADE REQUIREMENTS. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING AS SHOWN ON THE PLANS. 6. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 7. PAVEMENT SECTIONS AT THE PROPOSED ENTRANCES SHALL MATCH EXISTING SECTIONS. 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 9. CONTRACTOR TO COORDINATE WITH FIRE DEPARTMENT OFFICIALS AT TIME OF PAVEMENT STRIPING TO DETERMINE ALL FIRE LANE MARKINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 11. THE MAXIMUM HEIGHT OF THE RETAINING WALLS IS 6'. COLOR OF RETAINING WALL BLOCK TO CLOSELY MATCH COLOR OF BUILDING BRICK AS SELECTED BY ARCHITECT. LEGEND STANDARD DUTY ASPHALT PAVEMENT SECTION HEAVY DUTY ASPHALT PAVEMENT SECTION A4. a'a" Q. d ' a CONCRETE SIDEWALK !! .41- v a a . j HEAVY DUTY CONCRETE • i a. 'f PROPOSED BUILDING VDOT STD. CG-6 PROJECT DATA Site Statistics Project: Staybridge Suites Site Area: 2.02 acres G P I N : 499831935512 Parcel ID: 03200-00-00-041QO Street Address: N/A Location of property: Timberwood Blvd. and Laurel Park Lane Comprehensive Plan: Block VIII of Hollymead Town Center, Area C Applicable Proffers: ZMA200100020 Zoning: Planned Development- Mixed Commercial (PD-MC) Corridor/Overlay: Entrance Corridor, Steep Slopes (Managed), Airport Impact Area Magisterial District: Rio Municipality: Albemarle County Building: 74,744Sq. Ft. (19,744Sq. Ft. Footprint) Building Coverage: 22% Build -to line: 0'-10' from edge of sidewalk Maximum Square Footage: 76,000Sq. Ft. (Non -Residential) Total Site Impervious Area: 68,259 Sq. Ft. (1.57Ac.; 75%) Open Space: 22,521Sq. Ft. (0.48Ac.; 25%) Building Height: 46' Floodplain: Flood zone 'X' as shown on community parcel number 51003CO140D dated 02/04/2005• Parking Required: 103 Spaces (1 space per room) Parking Provided: 103 Spaces Interior Trees Required: 10(1tree per 10 parking spaces) Interior Trees Provided: 11 This site does not lie within a water supply watershed. m \_ w N Q \ o z w O O U) z O O O j w � o w U) V) Lw 0 Q FFF, O I I z O N N 0Q z> C) V C LLJz QO U= N OU 00 O C01) 0 O O n ELI 0O O z N co T Q LLJ z—ow 00 J O� _ Ct� LLi w�O3i �Q 00 N J VA loam@ _J U Nkle O O F- AL z D_ D_ m O Cn co m O w cn 01 d cn n OQ Q �� ¢ m m LL o W O Q U v) W Q � w = U) 0 0 U i t ■ SHEET NUMBER S - 10", 1 I— z O O LLJ J (Y Q LLB m J Q U ll ,n 6 O -r C) L U, �n 2 �J 0 0 T J 0 0 G �ll z Q r 0 o � o 0 n 0 r` j 'v U c (A = FL ° i N li > U a� L; rn u, 0 N _ I ° 0 O -r Q a 0 > 0 Q u r) w o� 0 T) �J oU, r.l - ^ �U C (, C,1 5 N � � n O Z r Z p v, 7 6 N U' �U 0 v O T I L U y N L! O T � N ( - V) ll r� N O a r �ll 2 M O � 1- CONTRACTOR TO MATCH EX. 602 01 GRADES FOR PROPOSEDTS ME REPLACEMENT SIDEWALK , 3265 ,, 602.60............. 8 TW BW 604.43 ✓ TW - - . �. 599.7o Bw TS ME TS ME '-,e� 600-32. ' y" " ° _... CONCRETE RETAINING WALL qjFS r.r 603:50 TW 40 d .... (SEE SHEET CS-501 FOR DETAILS) 12 � j a> y> t y 10 59a.60 BW s' ` / 599.34 11 `599.38 IM II 1 604.54 RIM q r T5 599.50 599. TS FS .� f 604.68 u� FS 604.90 59, FFE 599FFE 599.50 TS ME 604.79 FS 599.50 d :_" 599.43 599.43 FFE P FFE 604.54 TW / TS ME l r TS FS 599.50 599.50 597.43 j FFE FFE 6045� BW 604.74 TW TS MEt '`? 599. FFE 599.50 BW 08 600.58 BW 596.95 599.43 y TS ME j PROPOSED STAYBRIDGE SUITES TS 604.64 4„• 599.43 599.50 TS 4 FLOORS - 103 ROOMS FFE d TS ME 9j 74,744 Sq. Ft. 599.43 '' 604.58 ,'. FFE: 599.50' NVANOUT TS _TS ME s OUT: 596.00599.50 n/ `� 604.27 SITE AREA: 2.02f AC T5 o Ts f S96 f 44 LF OF 8 599.43 GRASS CHANNEL @ 0.50% PARKING REQUIRED: 103 SPACES PVC ® 2.83% 599.36 G 603.80f 594,29 a PARKING PROVIDED: 103 SPACES G .. Ts 599.50 GRASS CHANNEL Q 0.50% ° TS ME 599.50 599.43 602.56 I II 595 FFE TS FS 599.50 % TW BW 599.50 599.43 598.83 599.50 07 593.89 599.50 FS FS TS ". r - 599.50- - 598.85- -I TS FS 600.80 _ 1 `TS M� FS - ' ❑ FS FFE FS 601 59 593.28 a _.1 599.10 .( .. 598.82 599.89 ° rci` TSB TT -FM E ' - 598.82.,..,.,. _...-- ` r---TS ". ..... TS TS F5 601.66 6,.f TS 598.72 598 72 59 .72 599.86 TS '' 01 6S . r 598.74. I C BC TS_TCBBC TS l 4 i is w 6 5g3 I ! " ::TS TC _ _ q r - - f ❑ , . , .' I > t 601. TS' r' TC BC TC BC f F d: 598.79- ...... w - " FLUSH CURB ° '€ ( DRY CURB &r • i 602.54 ;F o 598.72.4 1 601.54 " 3:1 TS p�0� Dc� �r[ TC TS ! TC(ME) - � ...... < 5 _ __ -I -.- FLUSH CURB • TC BC TS ml GUTTER (TYP.) 601.04 '' �""`" .f D ' 'Io 92 1... .I� `�598.78 _ _. 598.37`'A. ..1 // ? TC < w'601.66 ��% tf I TC TS M' --.. / ;3 �° r... i TS/ 598.71 �: TC TS / tv I : _:> s /i i © 601.74 r 01 b 597 I 6j P _ 598.45 ,, 598.54 598.88 599.22 .._ 'o TS - A.: -i • • `� - P P �o 598.E -0 I.�, 1 �I A T A. 598.37 P�'� , 600.84j� l• W P 2:1 :> ,�`b 598.45, . TC TSt ` TC O r p 11 LF r cy)W s90 f,o ., r �/ i PVC ®2.83% r o /` t 599.50 CLEANOUT 599.50 _._ ....._... I 94 FS FS ",. 598.65 M.. NV.: 5 .75' r I r:;. TC " CONNECT TO RCP 599.11 S� 73 98.61 . W/ RUBBER BOOT 1 3g c9� TC ; 1 CONNECTOR I 8.73 5 � S 2 1 J d XS [ cV Sri `' 5` 598.33 1 599.0 PROPOSED CONNECTION INTO q , TC 598.TC I ` L.. \ ( TC -_TC ME l I EXISTING DRAINAGE SYSTEM _.. q F 69 0 seL.,r, :...� �i I O � r 5 599.33 �' 0)` 597 05 599.19, 588.50 TC TCWS' ,?-CLEANOUT 596. INV.: 595.50' I _ _.......-. 2. 1 598.60� 1 599.50 599.50 TS M l € _^ j DRY CURB & 594.60 f. 585 Y FFE FFE 598.32 596.83 599.42 TC 596.88 W._ _;: 9 CUT (T �'4 TER P.) TC w •�- TC C I 599.42 - I. _ :. ;3 E TS ~597.80._ C 594.51., TS 598.48 TC i of l N TC 5 59 h T M q g4 O� 7.43 W I D TS TC i , f p 59 \, TC 596.75 _. Dc ,-A TC 596.70 �3j g ' " o , 591 43 _ . �9 N, �° rlJ � `596.69."�= � I TC T 00 O Sg3 TW BWl ;•1 DRY CURB & 599.42 .2g 596.90._ TC _ __ __ _ 0-) a co I 588.07 TW 597.60 T, /596.48 - :,GUTTER TYP. TC3 582.09 BW ,. ,TC ( ) 596.57 TQ so 596.22 �Uj St nl,, 594.01 597 28 I TC 595.94 TC 4j� TC 'S8 I c TC ( rn v, TC % I ' I O i N �'-9•� .I". 596.76 �' 596.45 TC ` S 593.91 - �cci r ° ,. I 93 I TC` C T a S . ( CO o _ 595.39 TC ".. 0 4 I i - 00 l r. - - _ 595 TC .33 r (590.05 TW cfl -.. E I 593.31 BW ° cn _... 5g5-�Tc 594.05 59 A - w --- -- _593 6 TC y,^ � 3 qp. TC --- 00. Sg t 9� I a �"' i j 1 591.88 TW SEE INSET A FOR t i �'.•," 97 LF OF 8"" _ 5921 586.49 BW DUMPSTER GRADING '� f 1 •,. ' >`" I •,I _ 594.35 PVC 6.33% ` ..�T�0� fJz. + 590.43594.52 TC 591DRY CURB & TC TC 584.51 593.99TC 594.02 C GUTTER (TYP.)594.20578.51 BW °o TC TC , { I`S q I 594.05 584.50 TW I 590.54 TW TC i # 589.92 586 70 BW 592.71 TW ` 9 9 I TC ME I 578.50 BW'. 587.21 BW 576.72 I 590.72 TW i _ ---�, 593 #' ______ 593.29 `' ° 1, /589.88 TS ME I S8 584 72 BW ;�'�-� ` _. ... I \ __ r...__, 1 �s\.: a�`•.� 593.74'.. " C 5. �3 07 Ot? T C 6 T 600.07 600.46 P q Oc9 GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION FS: FINISHED SURFACE ELEVATION FFE: FINISHED FLOOR ELEVATION P: PAVEMENT (ME): MATCH EXISTING STRUCTURE LABEL AREA OF MANAGED SLOPES NOTES 1. ADA ACCESSIBLE SPACES SHALL HAVE A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. 2. ALL PROPOSED SIDEWALKS AROUND THE BUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE A MAXIMUM 1.5% CROSS SLOPE AND 4.5% LONGITUDINAL SLOPE. 3. MAXIMUM HEIGHT OF RETAINING WALL SHALL BE 6 FEET. SAFETY RAILS WILL BE REQUIRED. 4. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 5. VDOT STANDARD IS-1 INLET SHAPING IS REQUIRED IN ANY STRUCTURE WITH GREATER THAN 4 FOOT DROP. 6. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 7. NYLOPLAST INLINE DRAINS SHALL BE EQUIPPED WITH H-20 STANDARD GRATES. STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STR. 01 VDOT STD. MH-1, D=48" 580.16 3.76 STR. 02 VDOT STD. DI-3C, L=10' 589.75 7.75 STR. 03 VDOT STD. MH-1, D=48" 590.78 5.37 STR. 04 VDOT STD. DI-3C, L=6' 592.96 4.47 STR. 05 VDOT STD. DI-36, L=6' 597.91 7.33 STR. 06 VDOT STD. DI-213, L=6' 592.57 3.32 STR. 07 NYLOPLAST 15" INLINE DRAIN 599.29 5.45 STR. 08 NYLOPLAST 15" INLINE DRAIN 599.03 3.53 STR. 09 NYLOPLAST 15" INLINE DRAIN 599.40 3.69 STR. 10 NYLOPLAST 15" INLINE DRAIN 599.38 5.10 STR. 11 NYLOPLAST 15" INLINE DRAIN 599.34 5.93 STR. 12 NYLOPLAST 48" MANHOLE 599.55 6.98 STR. 13 NYLOPLAST 48" MANHOLE 590.65 6.33 STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STR. 01 TO STR. X3 62 LF 15 IN 15" RCP 4.44% 576.40 573.63 STR. 02 TO STR. 01 74 LF 15 IN 15" RCP 7.44% 582.00 576.50 STR. 03 TO STR. 02 28 LF 15 IN 15" RCP 4.29% 585.41 584.21 STR. 04 TO STR. 03 52 LF 15 IN 15" RCP 5.76% 588.50 585.51 STR, 05 TO STR. 04 73 LF 15 IN 15" RCP 2.73% 590.58 588.60 STR, 06 TO STR. 03 111 LF 15 IN 15" RCP 3.37% 589.26 585.51 STR. 07 TO STR. 05 93 LF 8 IN 8" PVC 3.41 % 593.85 590.68 STR. 08 TO STR. 07 46 LF 8 IN 8" PVC 3.41% 595.50 593.95 STR. 09 TO STR. 10 66 LF 8 IN 8" PVC 2.00% 595.71 594.38 STR. 10 TO STR. 11 39 LF 8 IN 8" PVC 2.00% 594.28 593.51 STR. 11 TO STR. 12 45 LF 8 IN 8" PVC 1.63% 593.41 592.67 STR. 12 TO STR. 13 122 LF 8 IN 8" PVC 6.71% 592.57 584.42 STR. 13 TO STR. X5 20 LF 8 IN 8" PVC 6.65% 584.32 582.98 +oq \` . INSET A SCALE: 1" = 10' TW GRAPHIC SCALE IN FEET 0 10 20 40 O� �5 s m w N Q w O O cn z z O O U w m o w cn w m 0 Q 0 z 0 n N N �Q z> C) V o z � Qo U= N 00 00 0 V) E CO QC 00 0 Z N cfl = Q LLJ I i z1=ow CO J O� S w y LLJ a- �Q r� 00 N -j 0 0 Mae I,- TH " BRIAN J. BRE R„ Lic. No. 039045 ©� i1I21/�17 NA1. O z O m (n a_ m m LLJ O -1- w ON I- \ m > m O Q �\ < m o m m aC (_0 J w (� O Q � in Li o Q o w U -z z_ ) ��77 L ;,r�.�7 1 1 Lij _ _ sy l� W U\ O O J W m J Q SHEETNUMBER CG-1 0 C�/�/LG+2c� r w NJ�Q r t Ln b I -• o Air Z _U _ (MM� rn 03 W ILI wlfl� r n (A C � `C, o U Ev € Op Is i [ 3 $ r � p (1 � I t= A'• JN A i 6 IN I I ' I I 0 r � ff I ( (. •. U (' I I A• A D_ j 7 \. A fi N LO r I A r �_o O E r 6 B `€ ll 1 1 _C) _ i 11 o r ZG I - 12 ; J - PL � w-- _ I z C Y, t I m ILI U) } J ° Tj i o n -C ll E� m _ ID tt r o m , o _ 1} 2 CF A , � `AV• A /� , i f ,,� r' r' • s 1 CF Aj PROPOSED STAYBRIDGE SUITES 4 FLOORS - 103 ROOMS jI 74,744 Sq. Ft. FFE: 599.50' SITE AREA: 2.02± AC PARKING REQUIRED: 103 SPACES ,/11V PARKING PROVIDED: 103 SPACES f; f f - T ,, p .\ A A p V_•... .. A A ..._,..Al" �. .. _�:. T.fmx4.e......,,,, ;,,,,t _..... "f ,_,_ � ?•.' .•.r' 464 LC 71 A CB •, A A• I \. A i A a 320 r HC I ' H LC 6 N 21 QH 7 MIN 0 12 .., 10 1LG 0 H. 3 AG2 awl t r_l i "- �J 5 SIGHT DISTANCE EASEMENT '1091 10 t SIGHT DISTANCE EASEMENT ff f S t•=i� •xt fl� P Y� E .y lei ILI ft % ,if l �, f i J f / J �l• i d � / ff(f f ; st ! UP t , f r t } f PLANT SCHEDULE fr: LANDSCAPE CALCULATIONS SITE TREE CANOPY CALCULATIONS: SITE AREA: REQUIRED TREE CANOPY =10 PERCENT OF SITE AREA: TREE CANOPY PROVIDED: QUANTITY BOTANICAL NAME 12 QUERCUS PHELLOW'HIGHTOWER' 11 ZELKOVA SERRATA 'GREEN VASE' 4 ACER RUBRUM'OCTOBER GLORY' 4 ULMUSAMERICANA'PRINCETON' 8 CERCIS CANADEN SIS 'FOREST PANSY' PARKING AREA CALCULATIONS: PARKING AREA: REQUIRED GREEN AREA = 5 PERCENT OF PARKING AREA: ENTRANCE CORRIDOR REQUIREMENTS INTERIOR ROAD FRONTAGE - TIMBERWOOD BLVD LARGE TREES REQUIRED AT40'ON CENTER: LARGE TREES PROVIDED ORNAMENTAL TREES PROVIDED INTERIOR ROAD FRONTAGE - LAUREL PARK LANE LARGE TREES REQUIRED AT40'ON CENTER: LARGE TREES PROVIDED PERIMETER OF PARKING AREA. - FACING POCKET PARK LARGE TREES REQUIRED AT 40' ON CENTER: TREES PROVIDED SHRUBS PROVIDED AT PARKING LOT PERIMETER INTERIOR OF PARKING AREA PARKING SPACES PROVIDED: INTERIOR PARKING LOTTREES REQUIRED �7a 1 PER 10 SPACES: INTERIOR PARKING LOTTREES PROVIDED: LANDSCAPING OF BUILDINGS AND OTHER STRUCTURES BUILDING FRONTAGE DUETO SITE CONDITIONS BUILDING FRONTAGE LANDSCAPE IS INCORPORATED WITH THE REQUIREMENTTO USE LANDSCAPING TO INTEGRATETHE SITE, BUILDINGS, DUMPSTERS, DRIVE THROUGH WINDOWS, SERVICE AREAS, AND SIGNS TREES PROVIDED: SHRUBS PROVIDED: SEE SHEET CP-102 FOR TYPE OF SOD OR SEED TO BE USED 87, 983.00 S.F. 8,798.30 S.F. 12,458.00 S.F. CANOPYAREA 370 4,440.00 S.F. 350 3, 850.00 S.F. 397 1,588.00 397 1,588.00 124 992.00 12,458.00 S.F. 32, 992.00 S.F. 1, 649.60 S.F. 4,748.72 S. F. 14.16 PERCENT PROVIDED 14.39 PERCENT PROVIDED 570 L. F. 14 11 5 ORNAMENTALS PLACED BEHIND SIDEWALK TO SUPPLEMENT WHERE LARGE TREES CANNOT BE PLACED DUE TO UTILITY EASEMENT CONFLICTS, SIGHT DISTANCE EASEMENTS, AND SPACE CONSTRAINTS 314 L. F. 8 4 WAIVER REQUESTED DUE TO UTILITY EASEMENT CONFLICTS, SIGHT DISTANCE EASEMENTS, AND SPACE CONSTRAINTS 227 6 26 103 10 10 8 ORNAMENTALTREES 147 SHRUBS PROVIDED { IN TREES QTY BOTANICAL NAME 'October COMMON NAME CONT CAL / SIZE AG2 4 Acer rubrum Glory' TM October Glory Maple B & B 2.5"Cal I #I (E( < b CF 8 Cercis 'Forest canadensis Pansy' TM Forest Pansy Riedbud B & B NOTES: 7 If II€ 0 QH 12 Quercus phellos 'Hightower Willow Oak B&B B 2.5Cal " 1- FESCUE SOD SHALL NOT BE INSTALLED WHENEVER THE GROUND IS FROZEN. 2. ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT OTHERWISE COVERED BY BUILDING, Up 4 Ulmus americans ' Princeton' American Elm B & B 2.5"Cal PAVING, PLANT BEDS, SOD, MULCH RINGS OR OTHERWISE PERMANENTLY STABILIZED WITH LAWN ( SHALL BE PERMANENTLY SEEDED f ' ZG 11 Zelkova serrata 'Green Vase' Sawleaf Zelkova B & B 2 .5 Cal ACCORDING TO THE SEEDING NOTES ON SHEET CP-501. I TO PREVENT SLIPPAGE SOD ON SLOPES 3:1 OR GREATER SHALL BE STAKED WITH BIO-DEGRADABLE STAKES AS MANUFACTURED BY GREENSTAKE, INC. I SHRUBS QTY BOTANICAL NAME COMMON NAMIE CONT HEIGHT 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH ll IB 31 Ilex cornuta 'Burfiordii' Burford Chinese Holly Cont. 30" HT MIN. 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. ILG 31 Ilex glabra 'Shamrock' Inkberry Cont. 24" HT MIN. (IN 31 Ilex vomitoria 'Nana' Dwarf Yaupon Cont. 30" HT MIN. IRRIGATION NO I Cob JN 35 Jasminum nudiflorum Winter Jasmine Cont. 24" HT MIN. 1. CONTRACTOR TO SUBMIT IRRIGATION PLAN SHOP DRAWINGS FOR APPROVAL BY cn o OWNER IN ACCORDANCE WITH THE IRRIGATION PERFORMANCE SPECIFICATIONS ON '1� NAN 12 Nandina domestica 'Gulf Stream` TM Heavenly Bamb+oo Cont. 24" HT MIN. THIS SHEET PRIOR TO IMPLEMENTATION. SEE THIS SHEET FOR IRRIGATION SYSTEM PERFORMANCE SPECIFICATIONS AND REQUIRED SUBMITTALS. €, I I M2.1. 2. SYSTEM DESIGN PRESSURE 30-40 PSI 3 PL 28 Pyracantha coccinea 'Lowboy' Lowboy Pyracantha Cont. 24" HT MIN. MINIMUM COUNTY WATER: 50 PSI >; 1 2.2. *4 PSI WATER METER PRESSURE DROP AND } UP it f GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT 2.3• 12 PSI REDUCED PRESSURE BACKFLOW PRESSURE DROP. 3. CONTRACTOR SHALL VERIFY PRESSURE IN FIELD AND NOTIFY SYSTEM DESIGNER CB 180 Cotoneaster dammeri 'Coral Beauty` Bearberry Cotoneaster 3 gal IF PRESSURE DIFFERS. 4. SYSTEM PUMP MAY BE REQUIRED IF PRESSURE OR FLOW GPM IS INSUFFICIENT - HC 530 H ericum cal cinum YP y Creeping St. John's Wort 1 gal FOR SYSTEM OPERATION. CONTRACTOR SHALL SUBMIT PRODUCT DATA TO SYSTEM DESIGNER FOR APPROVAL. LC 2,189 5. GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL . Lirio e s icata P p Creeping Lily Turf 1 qt. IRRIGATION SLEEVING WITH THE IRRIGATION DESIGNER AND INSTALL ALL SLEEVING PRIOR TO INSTALLATION OF PAVEMENT INCLUDING BASE MATERIALS. IRRIGATION PERFORMANCE SPECIFICATIONS: UP' t 4 ALL _ 98 IRRIGATION COMPONENTS, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL � REQUIREMENTS AND AS SPECIFIED IN THESE NOTES WHICHEVER IS GREATER A WITH GOVERNING JURISDICTIONAL AGENCIES. THE CO AND SHALL COMPLY ' STATE AND LOCAL CODE \ 1; CONTRACTOR IS REQUIRED AT HIS EXPENSE TO SUBMIT IRRIGATION PLANS TO ANY AND ALL AGENCIES REQUIRING Q APPROVAL ! AL AND �'•--..�-.... REQUIRED PERMITS PRIOR TO EXECUTION OF WORK. 3HALL BE `'- 10 6_..,. ; ___w._... -�., � �� '�° �� ,� ,�,� . _ �.. , „ _ �.. RESPONSIBLE FOR OBTAINING ALL ' ___ '„ ski � .,.. �., ,, .. � .. w.".-... _..; sue` -P .•. f P 2- INCH A 2 � INCH OR AP PROPRIATELY ELY SIZED w "-..-....-.. JN 1N I IRRIGATION MAIN AN D SLEEVE _ E BUILDING WALL AT THE LOCATION DESIGNATED ON THE STAYBRIDGE SUITES APPROVED SITE CONSTRUCTION E TO WI r # DOCUMENTS. PROVIDE IRRIGATION LINE TO EACH PLANER TO THE STAYBRIDGE SUITES FROINTTS SIDEWALK. SLEEVES t I f ES FOR IRRIGATION ES IN ST AYBRIDGE E SUITES ' SIDEWALK _ , < �°�, I ALK PLA NTERS ANTERS �`' � ' ,:; � " _ ' .". ARE P JN - E IRRIGATION LINES AND WIRES BENEATH PAVING SHALL BE PLACED IN SCHEDULE 40 PVIC D BY STAYBRIDGE SUITES. ALL IRRI PROVIDED ;fir-•,, ,,, , '�, _._.. -�%�""" , SLEEVES. IRRIGATION LINE SLEEVES SHALL BE TWICE THE PIPE DIAMETER. " _r w„ b. SLEEVES. SPRINKLER HEAD TYPE SHALL BE APPROPRIATE FOR THE AREA BEING IRRIGATED HALL BE PLACED IN SEPARATE 2 SLEE RIGHTED AND COMPATIBLE WITH THE PLANT MATERIAL AND ENVIRONMENTAL EXPOSURE. HEAD LAYOUTSHALLPROVIDE COMPLETE HEAD -TO -HEAD E COVERAGE, BE ADJUSTED TO NOT SPRAY ON BUILDINGS, MINIMIZE OVER -SPRAY, RIND USE POP-UP HEADS IN LOCATIONS PRONE TO PEDESTRIAN TRAFFIC. DRIP IRRIGATION LINES ARE NOT ACCEPTABLE FOR STAYBRIDGE SUITES' UNLESS REQUIRED BY CODE. ,'d., C. IRRIGATION VALVE AND VALVE BOXES SHALL BE LOCATED IN LANDSCAPE BEDS OR GROUND�COVER AREAS WHENEVER POSSIBLE. ALL REMOTE VALVE ONE _.................. .. i %s %%�' � J � .. ,"ram - � _' .... ` _ �' r- _" E BOXES SHALL BE SET FLUSH WITH FINISHED GRADE AND CONTAIN r � CUBIC FOOT OF CLEAN GRAVEL BENEATH VALVE LABEL REMOTE BOXES WITH ONE -INCH ALPHA NUMERIC NOTATION CORRESPONDING TO THE APPLICABLE ALPHA SEPARATE METER FOR IRRIGATION WHERE ALLOWED BY UTILITY. LOCATE METER ONI THE STAYBRIDGE SUITES CONTROLLER AND NUMERIC STATION PROVIDE 7" "__ PRONE TO FREEZING AS PER LOCATE CODES AND REQUIREMENTS. CONTACT THESTAYBRIDGE SUITES BUILDING AS POSSIBLE OR WITHIN THE BUILDING IN CLIMATES THE IRRIGATION SYSTEM STAYBRIDGE SUITES DESIGN PROJECT MANAGER IF SERVICE IS REQUIRED TO BE A SEPARATE SERVICE INTO THE BUILDING. e. - . SIZE WIRES APPROPRIATELY FOR LENGTH OF RUN. MINIMUM WIRE SIZE SHALL BE 8 GAUGES CONNECTION SHALL USE A SINGLE TWO WIRE CABLE FOR ACTIVATION OF ALL VALVES AND SENSORS 1 IRECT BURIAL. f - )SHALL H r- AVE _,..� - NOT ACCEPTABLE.INIMUM 10 S 0 E SCHEDULE POLYVINYLCHLORIDE MAINLINE PIPES (1Y� INCHEANDTLARGOERF SHALL BED WORKING PRESSURE MEETING ASTM D2241 AND D2672 MATERIAL SHALL CONFORM TO ASTM D1784 FITTINGS ARE 40 PVC SNAP ON SADDLE TEES ARE N E IRRIGATION CABLE `. ` - _ MEETING PRESSURE NSF STANDARD # 4 MATERIAL SHALL CONFORM TO AST k" "#-"'- w OR NYLON INSERT AND/OR SADDLEDTEES.LAL)C CLAMPS HALL BEINSITA STAINLESS STEELWORMM D2239 AND D1248. FITTINGS SHALL BE PVC ` f M GEAR TYPE \\\ _.. ✓ { h. IRRIGATION CONTROLLER SHALL MEET THE FOLLOWING REQUIREMENTS: TART TIMES PER DAY AND MINIMUM 4 INDEPENDENT PROGRAMS INCLUDING ONE FOR DRIP IRRIGATION; L D G I E BACKUP; 365 DAY CALENDAR WITH LEAP YEAR INTELLIGENCE AN NON VOLATILE PROGRAM MEMORY INDEPENDENT OF BATTERY p h 4 PROVIDE FOR ODES INLCUDING O R EVEN DATE, CUSTOM AND CYCLICAL AND NON -WATERING DAY OPTION FOR ALL PROGRAMS; " " l -r' UNDEDICATED I. SPRINKLER HEADS ELECTRIC VALVES AUTOMATIC CONTROLLER SHALL VALVE FROM IS DEVELOPERS MAY ONLY USE THE FOLLOWING APPROVED APPROVED MANUFACTURER. � 4 �f " " "" � f D MANUFACTURERS. PROVIDEk. TO THE STAYBRIDGE SUITES OWNER'S ! � 0 j. PROVIDE FIRST YEAR SEASONAL WINTERIZATION AND FIRST SPRING STARTUP SITE APPROVED SHOP DRAWINGS TO THE STAYBRIDGE SUITES RPROPER MANAGE R PRIOR TO INSTALLATION. PROVIIDEGA OCOMP COMPLETE SETOF STAYBRIDGE "AS -BUILT" SYSTEMP ANS OF THEE N�STALLEDNSYSEM ON THE T, AND ASTAYBRIDGEANDA THE STAYBRIDGE SUITES OSR AND STAYBRIDGE SUITES PROPERTY MANAGER.OSUITPY OES TRACT TO DESIGNATED THE RESPONSIBLE PARTY FOR AN IRRIGATION SYSTEM REUSING STORM WA N DEVELOPER OR CONSULTANT, PRIOR TO SUBMISSION TO ANY AGENCY, SHALL SUBMIT TO THE STAYBRIDGE SUITES DEVELOPMENT MANAGER FOR REVIEW AND COMMENT, A COPY OF ANY PERMIT APPLICATION, STAYBRIDGE SUITES WILL BE DESI I S TER OR GREY WATER, THE R REVI 10 AGREEMENT AND/OR ANY OTHER APPLICABLE DOCUMENT t= GRAPHIC SCALE IN FEET rr " - "w 0 10 2040 x -" m \ W f N \ o z w 0 U U) ice- z z 0 0 0 > w w w w U) V) w 0 0 Q Q z 0 N N c� Q z> U o Wz QO 00 00 0 Cn 00 Qo 00 1- 0 Z N cfl = Q w z-Ow O co J J Z �Q 00 N J 0 0 F_ I.. P�i H OF �j•� 0 Michael . a y Lic: No.1 0 q ��G PE ARON\ U r\ z 0 a U)(� w :2 n m O Ld 0 LdN Q m <C o m 0 w O Q W Q w V) 0 O C) Q z_ O W 0- 0co �. >l CL Lj z 0 O U LLJ _j W Cb Q SHEET NUMBER 1�1g-v-,"' OV6S v 0 0 A m <( n S i I ; 0 0 r, nJ 0 I* I Vi ,) v, a' L 0 0 _T I I n n 0 ID 0 CT _� o z Q o r Ill z 1 z Q1_1 -' IL O U L _ u , Cn _o Q) m aI Un E m 0 0 Q ,ll m ,'a •5 o U n co -1 0 In (D 0 0) 'll -0 U, D >_ CC U� o I O r O 0 Q0 O 1,0 . - U J I FD ( .- G / '' t, E a, CL w Ln ri Lrt 'i (I `.- J T I r W 0 ,ll C, I �., o E Q > 0 ID J _ �_ '> Ili T o) Cl 6 z Q (n ll w E I- tl , w a- 0 Q V, U) i5 C r Q a, J '1, N -n O ,; T D_ U, u 'U +% D " 0 >- � ci - ,D 0 0 7 y o, 1) Ill U - 0 ' " 0 - N 1 n ,I n, M 'J Q) -0 -~ V, O 0 ~ GENERAL PLANTING NOTES: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, ETC. NECESSARY TO COMPLETE ALL PLANTING AS SHOWN ON THE PLANTING PLANS, AS SPECIFIED HEREIN OR IN SUPPLEMENTAL SPECIFICATIONS, AND/OR AS REQUIRED BY JOB CONDITIONS. THE WORK IN GENERAL INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: (1) SOIL PREPARATION; (2) PROVIDING TOPSOIL AND ALL SOIL AMENDMENTS; (3) EXCAVATION OF PLANT PITS; (4) PROVIDING ALL PLANT MATERIAL AND MULCH AS INDICATED ON PLANS; (5) FERTILIZING; (6) STAKING; (7) CHEMICAL APPLICATION; (8) MAINTENANCE AND GUARANTEE; (9) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE. THE PLANTING CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH THE OTHER CONTRACTORS. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITIES. PRIOR TO ANY CONSTRUCTION, EXCAVATION, OR ROTO-TILLING THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF VERIFYING THE LOCATIONS OF ALL UTILITIES, ABOVE AND/OR BELOW GROUND, PUBLIC AND/OR PRIVATE THAT MAY EXIST AND CROSS THROUGH THE AREAS OF CONSTRUCTION. (1) SOIL PREPARATION (1.1) BECAUSE OF SOIL COMPACTION DURING CONSTRUCTION, ALL PLANTING AREAS SHALL BE ROTOTILLED TO A DEPTH AS SHOWN IN DETAILS ORAS SPECIFIED IN WRITTEN SPECIFICATIONS. A PLANTING AREA IS ANY AREA IN WHICH NEW PLANTING OCCURS. EXCAVATE THE ENTIRE AREA BOUNDED BY WALKS, WALLS, FENCES, ETC. REMOVE SPOIL MATERIAL AS DIRECTED BY OWNER OR THE OWNER'S REPRESENTATIVE. (1.2) EXCAVATED SOIL SHOULD BE USED AS BACKFILL MATERIAL IN ORDER TO ELIMINATE OR MINIMIZE THE OCCURRENCE OF HYDROLOGIC DISCONTINUITIES, AND/OR SOIL INTERFACE PROBLEMS COMMON TO PLANTING BEDS CONTAINING SOILS OF DIFFERENT TEXTURE. WHERE THE TEXTURE OF THE EXISTING SOIL IS UNDESIRABLE FOR THE PLANT SPECIES BEING PLANTED (i.e. HEAVY CLAY, PURE SAND) AND WHERE THE pH OF THE EXISTING SOIL IS SUITABLE FOR THE SPECIES BEING PLANTED, THE SOIL SHALL BE BLENDED 66 % EXISTING SOIL WITH 33% AMENDED SOIL. (1.3) WHERE IT IS DETERMINED THAT THE EXISTING SOIL EXCAVATED IS TOTALLY UNSUITABLE FOR USE AS BACKFILL MATERIAL BECAUSE OF IMPROPER pH OR THE PRESENCE OF DEBRIS OR OTHER DELETERIOUS MATTER, THE BACKFILL MATERIAL SHALL BE 100% AMENDED SOIL MIXTURE AS DESCRIBED BELOW WITH THE ADDITION OF V2 PART SAND. AMENDED SOIL: PLANTING SOIL FOR AMENDING BACKFILL SHALL BE 100 % TOPSOIL WITH AMENDMENTS ADDED ACCORDING TO THE RECOMMENDATIONS OF THE SOILS TEST REPORT TO BRING THE pH VALUE OF THE PLANTING BACKFILL MIXTURE WITHIN THE RANGES DESCRIBED BELOW. THE TOPSOIL AND AMENDMENTS SHALL BE MIXED AT AN ON -SITE LOCATION. PLANTING SOIL SHALL NOT BE MIXED AT INDIVIDUAL PLANT LOCATIONS. (2) TOPSOIL AND ALL SOIL AMENDMENTS (2.1) NECESSARY QUANTITIES OF TOPSOIL SHALL BE SUPPLIED BY THE CONTRACTOR AND APPROVED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL APPLY TOPSOIL ONLY AFTER SECURING SOIL TEST (V.P.I.), APPLYING RECOMMENDED TREATMENT THEREOF, AND SUBMITTING FOR APPROVAL. (2.2) ON -SITE TOPSOIL MEETING THE CONDITIONS FOR THESE NOTES MAY BE USED, OR IF INSUFFICIENT QUANTITIES ARE AVAILABLE, OUTSIDE TOPSOIL MEETING THE FOLLOWING CRITERIA SHALL BE PROVIDED. (2.3) ON -SITE TOPSOIL SHALL BE STOCKPILED TOPSOIL THAT HAS BEEN SALVAGED IN ACCORDANCE WITH SECTION 303.04(A) OF THE V.D.O.T. SPECIFICATIONS. IT SHALL BE FREE FROM REFUSE, OR ANY MATERIAL TOXIC TO PLANT GROWTH, AND REASONABLY FREE FROM SUBSOIL, STUMPS, ROOTS, BRUSH, STONES, CLAY, LUMPS, OR SIMILAR OBJECTS LARGER THAN 3" IN THEIR GREATEST DIMENSION. (2.4) OFF -SITE TOPSOIL, IF NEEDED, SHALL BE TOPSOIL FURNISHED FROM SOURCES OUTSIDE THE PROJECT LIMITS AND SHALL BE THE ORIGINAL TOP LAYER OF A SOIL PROFILE FORMED UNDER NATURAL CONDITIONS, TECHNICALLY DEFINED AS THE "A" HORIZON BY THE SOIL SOCIETY OF AMERICA. IT SHALL CONSIST OF NATURAL, FRIABLE, LOAMY SOIL WITHOUT ADMIXTURES OF SUBSOIL. OR OTHER FOREIGN MATERIALS, AND SHALL BE REASONABLY FREE FROM STUMPS, ROOTS, HARD LUMPS, STIFF CLAY, STONE, NOXIOUS WEEDS, BRUSH, OR OTHER LITTER. IT SHALL HAVE DEMONSTRATED BY EVIDENCE OF HEALTHY VEGETATION GROWING, OR HAVING GROWN ON IT PRIOR TO STRIPPING, THAT IT IS REASONABLY WELL DRAINED AND DOES NOT CONTAIN SUBSTANCES TOXIC TO PLANTS. (2.4.1) "A" HORIZON: "A" HORIZONS SHALL BE MINERAL HORIZONS CONSISTING OF (1) HORIZONS OR TO THE SURFACE 2 HORIZONS CADJACENT ORGANIC MATTER ACCUMULATION FORMED OR FORMING AT OR THAT HAVE LOST CLAY, IRON, OR ALUMINUM, WITH RESULTANT CONCENTRATIONS OF QUARTZ OR OTHER RESISTANT MINERALS OF SAND OR SILT SIZE; OR (3) HORIZONS DOMINATED BY 1 OR 2 ABOVE BUT TRANSITIONAL TO AN UNDERLYING B OR C. (2.4.2) "A" HORIZON SUBDIVISIONS: Al HORIZONS SHALL BE MINERAL HORIZONS, FORMED OR FORMING AT OR ADJACENT TO THE SURFACE, IN WHICH THE FEATURE EMPHASIZED IS AN ACCUMULATION OF HUMIDIFIED ORGANIC MATTER INTIMATELY ASSOCIATED WITH THE MINERAL FRACTION. THE SOIL IS A DARK OR DARKER THAN UNDERLYING HORIZONS BECAUSE OF THE PRESENCE OF ORGANIC MATTER. THE ORGANIC MATERIAL IS ASSUMED TO BE DERIVED FROM PLANT AND ANIMAL REMAINS DEPOSITED ON THE SURFACE OF THE SOIL OR DEPOSITED WITHIN THE HORIZON WITHOUT APPRECIABLE TRANSLOCATION. A2 HORIZONS SHALL BE MINERAL HORIZONS IN WHICH THE FEATURE EMPHASIZED IS LOSS OF CLAY, IRON OR ALUMINUM, WITH RESULTANT CONCENTRATION OF QUARTZ OR OTHER RESISTANT MINERALS IN SAND AND SILT SIZES. (2.4.3) "A" HORIZON TOPSOIL CONTENT: 'WHORIZON TOPSOIL SHALL BE IN ACCORDANCE WITH THE FOLLOWING MATERIALS BY PERCENTAGE OF VOLUME: SILT 42-58%; SAND 15-20%; CLAY 15-20%; ORGANIC MATERIAL 12-18% (2.5) TOPSOIL SHALL HAVE A pH IN THE RANGE OF 6.0 TO 7.0 PRIOR TO MIXING WITH AMENDMENTS. IF THE pH IS NOT WITHIN THIS RANGE, THE pH SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE OR A DIFFERENT SOURCE OF SUPPLY SHALL BE SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE OWNER OR THE OWNER'S REPRESENTATIVE AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN THE PLANTING OPERATIONS. (2.6) PLANTING SOIL AFTER AMENDING FOR DECIDUOUS PLANTS SHALL HAVE A pH VALUE BETWEEN 6.0 AND 7.0, AND FOR EVERGREEN OR SEMI -EVERGREEN PLANTS SHALL HAVE A pH VALUE BETWEEN 5.0 AND 6.0. A REPRESENTATIVE SAMPLE FROM THE EXCAVATED SOIL SHALL BE FIELD TESTED FOR pH UTILIZING A RELIABLE SOIL pH METER OR SOIL pH TEST KIT. THE pH VALUE OF THE NATURAL SOIL BACKFILL MIXTURE MAY BE AMENDED BY ADDING LIMESTONE OR ALUMINUM SULFATE AS NEEDED. (3) EXCAVATION OF PLANT PITS (3.1) PRIOR TO EXCAVATION OF TREE PITS, AN AREA EQUAL TO TWO TIMES THE DIAMETER OF THE ROOT BALL SHALL BE ROTO-TILLED TO A DEPTH EQUAL TO THE DEPTH OF THE ROOT BALL. (3.2) IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO-TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE ROOTBALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL DEPTH PLUS 6". (3.3) TREE PITS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE PIT SHALL BE DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL IS 1"ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION. (3.4)SHRUB BEDS SHALL BE EXCAVATED TO 6" BELOW THE ROOT BALL OF THE SHRUB. (3.5) ALL AIR POCKETS SHALL BE REMOVED FROM PLANT PIT UPON BACK FILLING WITH PLANTING SOIL BY FILLING APPROXIMATELY 1/2 TO 2/3 OF THE PIT WITH PLANTING BACKFILL MATERIAL, TAMPING BACKFILL MATERIAL AND THEN WATERING TO ENSURE SETTLEMENT OF THE MATERIAL. BACKFILL MATERIAL SHALL THEN BE PLACED WITHIN THE REMAINING CAVITIES OF THE PLANT PIT, TAMPING AND WATERED AGAIN TO ENSURE SETTLEMENT OF THE BACKFILL MATERIAL. UNDER NO CIRCUMSTANCES SHALL ANY SOIL OR BACKFILL MATERIAL BE APPLIED ABOVE THE ROOT BALL OF THE PLANTS. (3.6) GROUND COVERS SHALL BE PLANTED IN BEDS HAVING A MINIMUM DEPTH OF 4" BELOW THE PROPOSED ROOT DEPTH. PLANTS SHALL BE EVENLY SPACED AND SET TO MAINTAIN THE ORIGINAL GROWING DEPTH WHILE ALLOWING FOR A 2" TOP DRESSING OF MULCH. (4) PLANT MATERIAL AND MULCH (4.1) THE NAMES OF PLANTS REQUIRED UNDER THIS CONTRACT CONFORM TO THOSE GIVEN IN L.H. BAILEY'S HORTUS THIRD, 1976 EDITION. NAMES OF VARIETIES NOT INCLUDED THEREIN CONFORM GENERALLY WITH NAMES ACCEPTED IN THE NURSERY TRADE. ALL PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THEIR SPECIES AND THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WITH WELL DEVELOPED ROOT SYSTEMS. ALL PLANT MATERIAL SHALL BE FREE FROM INSECT PESTS, PLANT DISEASES, AND INJURIES. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE PLANT LIST, WHICH ARE MINIMUM ACCEPTABLE SIZES. TREES SHALL HAVE SINGLE TRUNKS EXCEPT AS NOTED. ALL SHRUBS SHALL BE HEALTHY, VIGOROUS, AND OF GOOD COLOR. ONLY DAMAGED OR BROKEN BRANCHES OF PLANT MATERIAL MAY BE PRUNED AND ANY NECESSARY PRUNING SHALL BE DONE AT THE TIME OF PLANTING. HOWEVER, UNDER NO CIRCUMSTANCES SHALL THE CENTRAL LEADER OF A PLANT BE PRUNED. (4.2) ALL TAGS, STRINGS OR ANY OTHER MATERIAL ATTACHED TO THE PLANTS SHALL BE REMOVED AT THE TIME OF THE PLANTING. BALLING AND BURLAPPING OF PLANTS SHALL FOLLOW THE CODE OF STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK. (4.3) SUBSTITUTIONS WILL BE PERMITTED ONLY UPON SUBMISSION OF PROOF THAT ANY PLANT IS NOT OBTAINABLE. ALL SUBSTITUTIONS MUST BE AUTHORIZED BY THE OWNER OR THE OWNER'S REPRESENTATIVE IN WRITING PROVIDING FOR USE OF THE NEAREST EQUIVALENT OBTAINABLE SIZE OR VARIETY OF PLANT HAVING THE SAME ESSENTIAL CHARACTERISTICS AS THE ORIGINAL VARIETY WITH AN EQUITABLE ADJUSTMENT OF CONTRACT PRICE. (4.4) BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF EARTH OF SUFFICIENT DIAMETER AND DEPTH TO ENCOMPASS THE FIBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR FULL RECOVERY OF THE PLANT. BALLS SHALL BE FIRMLY WRAPPED WITH BURLAP OR SIMILAR MATERIAL AND BOUND WITH TWINE OR CORD. BURLAP SHALL NOT BE PULLED OUT FROM UNDER BALLS DURING PLANTING OPERATIONS. B&B PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE COVERED WITH MOIST SOIL, MULCH, OR OTHER MATERIAL TO PROVIDE PROTECTION FROM DRYING WINDS AND SUN. (4.5) PLANTS NOTED "CONTAINER" ON THE PLANT LIST MUST BE CONTAINER GROWN WITH WELL ESTABLISHED ROOT SYSTEMS. LOOSE CONTAINERIZED PLANT MATERIAL WILL NOT BE ACCEPTED. ALL PLANTS INJURED AND PLANTS WITH ROOT BALLS BROKEN DURING TRANSPORT OR PLANTING OPERATIONS WILL BE REJECTED. BARE -ROOTED PLANTS (BR) SHALL BE PLANTED OR HEELED -IN IMMEDIATELY UPON DELIVERY. ALL PLANTS SHALL BE WATERED AS NECESSARY UNT IL PLANTED. (4.6) NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON THE PLAN EXCEPT WHERE OBSTRUCTIONS BELOW GROUND ARE ENCOUNTERED OR WHERE CHANGES HAVE BEEN MADE IN THE PROPOSED CONSTRUCTION. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. REASONABLE CARE SHALL BE EXERCISED TO HAVE PLANTING PITS DUG AND SOIL PREPARED PRIOR TO MOVING PLANTS TO THEIR RESPECTIVE LOCATIONS TO ENSURE THAT THEY WILL NOT BE UNNECESSARILY EXPOSED TO DRYING OR PHYSICAL DAMAGE. (4.7) A LIST OF PLANTS, INCLUDING SIZES, QUANTITIES AND OTHER REQUIREMENTS, IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE QUANTITIES AS SHOWN ON THE DRAWINGS. IF DISCREPANCIES OCCUR IN THE QUANTITIES SHOWN, THE PLANTING PLANS SHALL GOVERN. (4.8) THE PLANTING CONTRACTOR WILL BE NOTIFIED BY THE GENERAL CONTRACTOR WHEN OTHER DIVISIONS OF THE WORK HAVE PROGRESSED SUFFICIENTLY TO COMMENCE WORK ON THE PLANTING OPERATION. THEREAFTER, PLANTING OPERATIONS SHALL BE CONDUCTED UNDER FAVORABLE WEATHER CONDITIONS DURING THE NEXT SEASON OR SEASONS WHICH ARE NORMAL FOR SUCH WORK. REMOVAL OF ROCK OR OTHER UNDERGROUND OBSTRUCTIONS, RELOCATIONS TO AVOID OBSTRUCTIONS, AND PROVISION OF DRAINAGE FOR PLANTING AREAS SHALL BE DONE ONLY AS APPROVED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. (4.9) ALL PLANTS SHALL BE PLANTED UPRIGHT AND FACED TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO ADJACENT STRUCTURES. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED ROOTS SHALL BE CUT OFF CLEANLY. PLANTS WITH CIRCLING ROOTS SHALL NOT BE ACCEPTED. BURLAP TWINE AND OTHER FASTENING MATERIAL SHALL BE CUT AND PUSHED TO THE BOTTOM OF THE PLANT PIT PRIOR TO BACKFILL MATERIAL BEING PLACED. THE PLANT SHALL NOT BE ROCKED BACK AND FOURTH TO ENTIRELY REMOVE THE WRAPPING MATERIAL NOR SHALL ANY OTHER PRACTICE BE PERFORMED WHICH COULD CAUSE THE ROOT BALL TO BREAK APART. WHEN WIRE BASKETS ARE USED ON THE ROOT BALL OF PLANTS THE WIRE SHALL BE REMOVED TO AT LEAST 12" BELOW THE TOP OF THE ROOT BALL. (4.10) AT THE TIME OF PLANTING, AND AS MANY TIMES LATER AS SEASONAL CONDITIONS REQUIRE, EACH PLANT AND THE SOIL AROUND IT SHALL BE THOROUGHLY WATERED. CARE SHOULD BE EXERCISED WHEN WATERING TO AVOID FLOODING OF PLANTS AND BEDS, DISPLACEMENT OF MULCH MATERIAL AND EROSION OF SOIL. AVOID USE OF HIGH PRESSURE HOSES. THE CONTRACTOR SHALL MAKE, AT HIS EXPENSE, WHATEVER ARRANGEMENTS MAY BE NECESSARY TO ENSUREOF THIS CONTRACT DURING INSTALLATION. THE AN ADEQUATE SUPPLY OF WATER TOMEE T THE NEEDS CONTRACTOR SHALL ALSO FURNISH ALL NECESSARY HOSE, EQUIPMENT ATTACHMENTS AND ACCESSORIES FOR THE ADEQUATE WATERING OF PLANTED AREAS AS MAY BE REQUIRED UNTIL ACCEPTANCE BY THE OWNER OR THE OWNER'S REPRESENTATIVE. (4.11) MULCH SHALL BE CLEAN, GROUND OR SHREDDED BARK OR HARDWOOD MULCH. IN PLANTING AREAS WHERE SLOPES EXCEED 3:1 AND AT DRAINAGE DISPERSION POINTS OR ALONG NATURAL WATER WAYS WHERE CONCENTRATIONS OF SURFACE WATER EMPTY FROM CULVERTS OR PAVED DITCHES, HEAVY JUTE MESH SHALL BE INSTALLED. SHREDDED HARDWOOD OR BARK MULCH SHALL HAVE BEEN COMPOSTED FOR AT LEAST- TWO MONTHS PRIOR TO APPLICATION. FRESHLY GROUND MULCH WILL NOT BE ACCEPTED. FINELY GROUND MULCH WHICH INHIBITS DRAINAGE, ENCOURAGES WEED GROWTH OR BECOMES WATERLOGGED WILL NOT BE ACCEPTED. MULCH SHALL BE COMPOSED OF SIMILAR SIZED FRAGMENTS AND SHALL NOT CONTAIN STICKS, CONES, LEAVES, UNSHREDDED PIECES, OR OTHER DELETERIOUS MATTER. ALL AZALEA AND CAMELLIA PLANTING BEDS SHALL HAVE 1" OF PINE STRAW MULCH UNDER 3" OF SHREDDED HARDWOOD MULCH. (4.12) ALL PLANTS SHALL BE MULCHED IMMEDIATELY AFTER PLANTING. GROUND COVERS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCH. ALL OTHER PLANTING BEDS, SHRUBS AND TREE PLANTINGS SHALL BE MULCHED WITH A 4" MINIMUM LAYER OF MULCH. THIS MULCH SHALL ENTIRELY COVER THE AREA OF THE PLANTING PIT, BED, OR EARTH BERM AROUND EACH PLANT WITH THE EXCEPTION OF THE AREA IMMEDIATELY ADJACENT TO THE PLANT TRUNK OR TRUNKS. THE AREA IMMEDIATELY ADJACENT TO THE PLANT TRUNK OR TRUNKS SHALL BE LEFT FREE OF ANY MULCH. (5) FERTILIZING (5.1) THE FERTILIZER SHOULD BE A DRY SLOW RELEASE FORM OF FERTILIZER. IT SHOULD CONTAIN AT LEAST 25-50% WATER INSOLUBLE NITROGEN. THE FERTILIZER SELECTED SHOULD ALSO HAVE A LOW ADJUSTED SALT INDEX TO PREVENT BURNING. THE N-P-K RATIO SHOULD NOT EXCEED 3-1-2 UNLESS THE SOIL TEST REVEALS THAT ADDITIONAL LEVELS OF P AND K ARE NECESSARY. (5.2) FOR DECIDUOUS TREES, USE OSMOCOTE (18-6-12) AT THE RATE EQUIVALENT TO 4 LBS ACTUAL N/1000 SQ FT OF ROOT ZONE AREA/YEAR. FOR EVERGREEN TREES USE 2 LBS ACTUAL N/1000 SQ FT OF ROOT ZONE AREAIYEAR. (5.3) MIX THE FERTILIZER INTO THE BACKFILL SOIL OF THE TREE PITS. FOR SHRUB BEDS, MIX THE FERTILIZER INTO THE AREA THAT HAS BEEN ROTO-TILLED FOR THE PLANTS. (5.4) THE FERTILIZER RATE FOR CONTINUOUS GROUND COVER AND SHRUB BEDS SHOULD BE DERIVED BY CALCULATING THE ENTIRE ROOT ZONE AREA. THE ROOT ZONE AREA IS FOUND BY MEASURING THE AREA CONTAINING THE MULTIPLE PLANT ROOTS. USE OSMOCOTE (1 B-6-12) AT A RATE EQUIVALENT TO 2 LBS OF N /1000 SQ FT OF ROOT ZONE AREA. THE FERTILIZER SHOULD BE EVENLY DISTRIBUTED WITHIN THE SHRUB BED SOIL. (5,5) ALWAYS BE SURE THAT ADEQUATE MOISTURE IS AVAILABLE WHEN FERTILIZING SO THAT THE FERTILIZER WILL BE DISSOLVED INTO THE SOIL SOLUTION FOR ROOT UPTAKE AND TO AVOID BURNING THE ROOTS. (6) STAKING (6.1) ALL TREES SHALL BE STAKED ACCORDING TO THE TYPICAL DETAILS PROVIDED. (6.2) THREE STAKES SHALL BE REQUIRED PER LARGE AND MEDIUM TREES. SMALL DECIDUOUS TREES LARGER THAN V CALIPER AND EVERGREEN TREES SHALL ONLY BE REQUIRED TO BE STAKED WITH 2 STAKES. TREES 1" CALIPER AND SMALLER SHALL ONLY BE REQUIRED TO BE STAKED WITH ONE STAKE. THE STAKES SHALL BE DRIVEN IN A RADIAL PATTERN FOR LARGE, MEDIUM AND SMALL DECIDUOUS TREES. STAKES FOR EVERGREEN TREES SHALL BE PROVIDED ON EACHDEGREES STAKES SHALL BE DRIVEN VERTICALLY INTO THE GROUND OUTSIDE THE SIDE OF THE TREE 180 DE REE APART. TAK H EDGE OF THE ROOTBALL TO A DEPTH OF 2 1/2' TO 3 ' ON OPPOSITE SIDES OF THE TREE IN SUCH A MANNER AS NOT TO INJURE THE ROOT BALL OR ROOTS. STAKES FOR SUPPORTING TREES SHALL BE 1.5" X 1.5" SQUARE OR ROUND, BY 8'. THE STAKES SHALL BE SOUND WOOD TREATED WITH A SUITABLE WOOD PRESERVATIVE. TIES SHALL BE ARBORTIE (OR EQUAL) SIZED APPROPRIATELY PER MANUFACTURES RECOMMENDATIONS FOR THE SIZE OF TREE SPECIFIED. ARBORTIE (OR EQUAL) SHALL BE NAILED TO WOODEN STAKES, OR TIED AROUND A'T' STAKE WITH A ROLLING HITCH. NO ANCHORS OR NAILS SHALL BE USED ON THE TREE ITSELF. USE ARBORKNOT DETAILS TO SECURE ARBORTIE (OR EQUAL) AROUND NEWLY PLANTED TREE. IF APPROPRIATELY TIED, ARBORTIE SHALL PROVIDE A SECURE, GIRDLE FREE ATTACHMENT TO THE TREE, WHICH WILL EXPAND AS THE TREE GROWS. NO ANCHORS OR NAILS SHALL BE USED ON THE TREE ITSELF. SECURE LONG END OF ARBORTIE 90S EQUAL) TO THE EYE OF THE STAKE OR ANCHOR. ADD TENSION TO THE ARBORTIE (OR EQUAL) BY DRIVING THE STAKE OR ANCHOR INTO THE GROUND OUTSIDE OF THE PLANTING HOLE AT A 45 DEGREE ANGLE TO Q ) THE TREE TRUNK. WHEN DRIVING THE STAKE OR ANCHOR INTO THE GROUND, ENSURE EYE OPENING IS NOT BURIED. FINAL STAKE PLACEMENT SHALL ENSURE EYE OPENING IS EVEN TO SOIL LEVEL. STAKES OR ANCHORS SHALL BE EVENLY SPACED AROUND THE TREE. (6.3) WOODEN STAKES AND WIRE TIES SHALL BE REMOVED AFTER ONE YEAR. (7) CHEMICAL APPLICATION SODDING NOTES: (1) VEGETATIVELY PROPAGATED FESCUE SOD IS THE PREFERRED LAWN GRASS. ONLY VARIETIES THAT HAVE PROVEN SUCCESSFUL IN THE PROJECT VICINITY SHALL BE SELECTED FROM THE FOLLOWING OR FROM VARIETIES AS RECOMMENDED IN THE 2014-2015 VIRGINIA TURFGRASS VARIETY RECOMMENDATIONS AVAILABLE FROM VIRGINIA COOPERATIVE EXTENSION, VIRGINIA TECH, VIRGINIA STATE UNIVERSITY AND SHALL BE A BLEND OF SEED THAT WILL BE TOLERANT OF SHADE TO FULL SUN CONDITIONS. 2ND MILLENNIUM, AVENGER, BILTMORE, BINGO, BLACKWATCH, BRAVO, COCHISE II, COCHISE III, CONSTITUTION, COYOTE II, CROSSFIRE II, DAVINCI, DAYTONA, ENDEAVOR, FALCON IV, FIDELITY, FORTE, GOOD -EN, GRANDE, GRANDE II, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, JUSTICE, MAGELLAN, MASTERPIECE, MATADOR, MATADOR GT, ONYX, PADRE, PICASSO, PENN 1901, RAPTOR, REBEL EXEDA, REGIMENT II, REMBRANDT, SOUTHERN CHOICE II, SR 8250, TAOS, TARHEEL, TARHEEL II, TEMPEST, TITANIUM, TOMBSTONE, TURBO, ULTIMATE, WATCHDOG, AND WOLFPACK. (2) THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. (3) THE SOD SHALL BE CERTIFIED TO MEET LOCAL STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. (4) SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP -DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. (5) DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. (6) LAWN MAINTENANCE (7) WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE -SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). (8) CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN FOR A PERIOD OF TWO YEARS UNTIL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. //' %'" CAR DOnR ` :i // # r t rO CENTER OF __ ._...... __ IAREST SHRUB r y ............_....... ..... ...,I ... ......._.I i ______._..__ ..._. _ � r _._ ;: _.- " ° (7.1) ALL PESTICIDES SHALL BE PRODUCTS OF RECOGNIZED COMMERCIAL MANUFACTURERS, AND SHALL CONFORM _...........__..._.._._...___...__... TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL PESTICIDE LAWS. PESTICIDES SHALL BE APPLIED WITH CALIBRATED EQUIPMENT DI EPA LABEL RESTRICTIONS AND REGULATIONS BY A CERTIFIED APPLICATOR. ANY DAMAGE Q MENT ACCORDING A ST _.._._...................._........__......_m_I' ,,.... INCURRED TO THE SITE, ADJACENT PROPERTIES, OR APPLICATOR DURING PESTICIDE APPLICATIONS WILL BE THE SOLE , ; 1---- RESPONSIBILITY OF THE CONTRACTOR. (7.2) PESTICIDES SHOULD BE USED ONLY WHEN NECESSARY TO TREAT AN OUTBREAK OF A HARMFUL PEST OR --- DISEASE PROBLEM. THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 24 HOURS PRIOR TO THE APPLICATION OF ANY PESTICIDE. PARKING ISLAND, SIDE DETAIL (8) MAINTENANCE AND GUARANTEE (8.1) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING HIS WORK FOR THE PERIOD OF TWO1,,_�_, YEAR AFTER SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER OR THE OWNER'S REPRESENTATIVE. , >�,___ . MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RESETTING _ __.__.._ . '""""r OF PLANTS TO PROPER GRADES OR UPRIGHT POSITIONS, RESTORATION OF EARTH BERMS, AND OTHER NECESSARY --1 - OPERATIONS. ADEQUATE PROTECTION FOR LAWN AREAS AGAINST TRESPASSING DURING PLANTING OPERATIONS AND } AGAINST DAMAGE OF ANY KIND SHALL BE PROVIDED. NOTHING IN THESE NOTES IS INTENDED TO RELIEVE THE __ ~~ CONTRACTOR OF HIS RESPONSIBILITY TO REPAIR EXISTING LAWN AREAS DAMAGED BY WORKMEN ENGAGED IN THE I i /%r ~ COMPLETION OF THIS PROJECT. (B.2) INSPECTION OF THE WORK TO DETERMINE COMPLETION OF THE CONTRACT EXCLUSIVE OF THE POSSIBLE I ff//f ; ="nz I /r <" r `77 REPLACEMENT OF PLANTINGS, WILL BE MADE BY THE OWNER OR THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF THE INSTALLATION PERIOD UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION. REQUEST SHALL BE SUBMITTED BY11-,1."" ? `- ftt t CONTRACTOR AT LEAST THIRTY DAYS PRIOR TO THE ANTICIPATED DATE FOR INSPECTION. AFTER INSPECTION, THE 11 1, ,` I 1, `-,\,, j7 - r CONTRACTOR WILL BE NOTIFIED IN WRITING BY THE OWNER OR THE OWNER'S REPRESENTATIVE OF ACCEPTANCE OF THE . ":":". W ..........* ._ :` :_.ry W.. " J \ \\ r WORK, EXCLUSIVE OF THE POSSIBLE REPLACEMENT OF PLANTS SUBJECT TO GUARANTEE; OR, IF THERE ARE ANY DEFICIENCIES, THE CONTRACTOR WILL BE NOTIFIED OF THE REQUIREMENTS NECESSARY FOR COMPLETION OF THE WORK. '` PLANTINGS SHALL NOT BE CONSIDERED ACCEPTED UNTIL ALL DEFICIENCIES HAVE BEEN CORRECTED AND APPROVED IN WRITING. (8 3) NURSERY STOCK SHALL BE FULLY GUARANTEED FOR TWO FULL YEARS ALL PLANTS THAT FAIL TO MAKE NEW 2'-0" MIN. CLEAR GROWTH FROM A DORMANT CONDITION OR THAT DIE DURING THE FIRST YEAR AFTER PLANTING SHALL BE REPLACED. ALL PARKING ISLAND, NOSE -IN DETAIL REPLACEMENTS SHALL CONFORM WITH THE ORIGINAL SPECIFICATIONS AS TO SIZE AND TYPE. ALL COSTS OF 2 I ) REPLACEMENTS SHALL BE BORNE BY THE corvrRAcroR. 1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. (9) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE MULCH SHALL BE MIN. 3" DEEP. (9.1) ANY PLANT MATERIAL NOT PLANTED SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNUSED RUBBISH AND DEBRIS FROM THE SITE UPON COMPLETION OF HIS WORK. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING (10) PERMANENT SEEDING (SHALL ONLY APPLY TO DISTURBED AREAS NOT INDICATED TO RECEIVE SOD. SPADE ON ANY SIDE (110.1) TOPSOILING: WHERE TOPSOIL IS REQUIRED ON ADVERSE SOIL CONDITIONS, A MINIMUM OF FOUR INCHES OF 2. CURB OR PARKING LOT EDGE TOPSOIIL SHOULD BE USED. THE TOPSOIL SHOULD CONTAIN A MINIMUM OF 35 % FINE GRAINED MATERIAL (SILT AND CLAY AND 1.5% + ORGANIC MATTER). (1LIME AND FERTILIZER: Parking Space %Curb Plan A. LIMEIME -APPLY GROUND LIMESTONE OR B. LIME - APPLY PULVERIZED AGRICULTURAL LIMESTONE OR EQUIVALENT AT THE RATE OF 2 TONS PRE ACRE. C. FERTILIZER - 50C POUNDS PER ACRE OF 10-20-10 FERTILIZER OR EQUIVALENT. SECTION NTS IF SOILS ARE UNIFORM, IT IS DESIRABLE TO HAVE LIME AND FERTILIZER RECOMMENDATIONS BASED ON SOIL TESTS. THE LIME AND FERTILIZER SHOULD BE DISKED OR WORKED INTO A GOOD SEEDBED TO A DEPTH OF THREE TO FOUR INCHES. (1.0.3) SPRING AND FALL SEEDING: SEED ONE OF THE FOLLOWING VARIETIES AT THE SPECIFIED RATES PER ACRE DIFFERENT PLANTING TREATMENTS FORTUIRF AREAS SEEDED IN THE SPRING OR FALL (SEE SPECIFIED SEEDING DATES BELOW): TYPE OF GRASS SEEDING RATE SEEDING DATE TALL FESCUE (1) 5 - 7 LBS./1000 SQ. FT. SPRING SEEDING: MARCH, TO EARLY APRIL. FALL SEEDING: AUGUST 1 TO NOVEMBER 1 NOTE: PREFERRED FESCUE SEEDING DATES ARE FROM AUGUST 1 TO NOVEMBER 1. SHOVEL E SPRING SEEDING DATES WOULD BE FROM FEBRUARY 28, TO MAY 15. (2) ONLY FESCUE SEED THAT HAS PROVEN SUCCESSFUL IN THE PROJECT VICINITY SHALL BE SELECTED FROM THE FOLLOWING VARIETIES OR FROM VARIETIES AS RECOMMENDED IN THE 2014-2015 VIRGINIA TURFGRASS VARIETY RECOMMENDATIONS AVAILABLE FROM VIRGINIA COOPERATIVE EXTENSION, VIRGINIA TECH, VIRGINIA STATE UNIVERSITY: 2ND MILLENNIUM, AVENGER, BILTMORE, BINGO, BLACKWATCH, BRAVO, COCHISE 11(3), COCHISE III, CONSTITUTION, COYOTE II, CROSSFIRE II(3,4), DAVINCI(3), DAYTONA(3), ENDEAVOR(3), FALCON IV, FIDELITY, FORTE, GOOD-EN(3,4), GRANDE(4), GRANDE 11, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, JUSTICE, MAGELLAN, MASTERPIECE, CxENERAL NOTES MATADIQR(3), MATADOR GT(3), ONYX(3,4), PADRE, PICASSO(3), PENN 1901, RAPTOR, REBEL EXEDA, REGIMENT 11, REMBRANDT(3), SOUTHERN CHOICE II(3), SR 8250(3), TAOS, TARHEEL, TARHEEL 11, TEMPEST, TITANIUM, TOMBSTONE, TURBO, A. PROVIDE SMOOTH CONTINUOUS ED(3E AS ULTIMA,TE(3), WATCHDOG, AND WOLFPACK. SHOWN. DIG EDGE WITH COMMON SPADE OF, (110.4) MULCH STRAIGHT HLADE SHOVEL. A. NAULCH WITH ANY OF THE MATERIALS LISTED BELOW AND AT THE RATE INDICATED. SPREADING SHOULD BE UNIFORM RA / AND AT A RATE THAT PERMITS NO MORE THAN 25-50 OF THE GROUND SHOWING THROUGH THE MULCH. B. MULCHING IS SPECIFICALLY REQUIRED ON ALL SOILS EXCEEDING 25% SLOPE. 1. STRAW - 1 TO 2 TONS/ACRE DEPENDING ON SEASON AND METHOD OF APPLICATION. 2. WOOD FIBER MATERIALS - 1,000 LBS. PER ACRE. Shovel Edge Detail (110.5) MAINTENANCE A. IRRIGATION - IF SOIL MOISTURE IS DEFICIENT, SUPPLY NEW SEEDINGS AND PLANTINGS WITH ADEQUATE WATER FOR PLANT GROWTH UNTIL THEY ARE FIRMLY ESTABLISHED. SECTION B. REPAIR- INSPECT ALL AREAS FOR PLANTING FAILURES AND MAKE NECESSARY REPAIRS, REPLACEMENTS, AND RESEEDING WITH THE PLANTING SEASON IF POSSIBLE. C. L.IME AND FERTILIZER - SHALL BE APPLIED UNDER A REGULAR PROGRAM THAT IS BASED ON SOIL FERTILITY TESTS AND ON THE USE AND GENERAL APPEARANCE OF THE VEGETATIVE COVER DURING SUBSEQUENT GROWING SEASONS. SEEDING NOTES: ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT OTHERWISE COVERED BY BUILDINGS, PAVEMENT, SIDEWALKS, WOODED AREAS AND PLANTING / MULCHED BEDS OR OTHERWISE CALLED OUT AS SOD LAWN AREAS SHALL BE SEEDED PER THE PERMANENT SEEDING SPECIFICATIONS IN THE PRECEDING PARAGRAPH. SEEDED AREAS WILL ONLY BE ACCEPTED AFTER DISTURBED AREAS ARE COMPLETELY COVERED IN A DENSE LAWN CONSISTING OF THE SPECIFIED PERMANENT GRASS. CENTER TREE IN PIT AND SET TOP OF ROOT BALL 2 IN. ABOVE ADJACENT SOIL. THE TRUNK FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL 3" MULCH LAYER LEVEL WITH SIDEWALK, 6"CLEAR AROUND TRUNK REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE 2/3 OF ROOT BALL CURB AND GUTTER COMPACTED SUBGRADE STREET TREE PLANTING NTS 5' MIN. EXISTING GRAD (DASHE[ NTS r FOLD ENDS ARBORTIE (OR EQUAL) BACK. SECURE TO STAKE WITH 1" GALVANIZED ROOFING NAIL OR USA A KNOT. ARBORTIE (OR EQUAL) NAILED TO STAKE Tree Tie Detail SECTION (TREES UNDER 3.5" CAL. OR 14' IN HEIGHT) NTS GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCUR AS A RESULT OF THE LANDSCAPE CONSTRUCTION. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE OWNERS REPRESENTATIVE. AND APPROVAL BY ALBERMARLE COUNTY. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH 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. T. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. 120° -Ik� 1. ARBORTIE OR EQUAL SEE TIE DETAIL THIS SHEET (NOTE FOR MULTI -TRUNK TREES, USE SEPARATE GUYS TO STRONGEST TRUNKS AT CENTER OF EACH). 2. 3 1.5" X 8' MIN. SQUARE OR ROUND STAKES SPACED EVENLY IN A RADIAL PATTERN AROUND TREE. 3. 3" MINIMUM OF MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL EXTEND APPROX. 6" BEYOND EARTH SAUCER/BERM UNLESS INDICATED OTHERWISE BY OWNERS REPRESENTATIVE. AN APPROVED WEED BARRIER FABRIC SHALL BE INSTALLED IN ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. (NOTE REQUIRED FOR TREES IN SIDEWALK TREE PLANTERS). 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. APPROVED WEED BARRIER. 11. FLAG ALL TREE TIES WITH BRIGHTLY COLORED FLAGGING. IF, LLJ (n F- z w O () F_ z D O () Q LJ LO LL_I 0 0 Q O N n N C-) Q z> V 0 �z o Q 0- N 0 c�00 0 U) z O_ > Ld m NOTES: (n 00 0 A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO Q o I z o O � o ® ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A INSTALLATION. z N (0 _ Q � >- TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE 9 B. FINAL TREE STAKING DETAILS AND � DIRECTED BY OWNER'S R REPRESENTATIVE. PLACEMENT TO BE APPROVED BY OWNER.LLJ Duo C. TREE SAVER ANCHORING SYSTEM MAY BE o _ - SUBSTITUTED FOR WOOD STAKING SYSTEM I � z § Small Tree Pant Planting UPON APPROVAL BY OWNER OR OWNER'S J o :]-- g REPRESENTATIVE AND H NRI 0 COUNTY w �� 0-� SECTION (TREES UNDER 3.5" CAL. OR 14' IN HEIGHT) NTS S2 Q �� 120° _J N o K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE 180° 1, ARBORTIE OR EQUAL (NOTE FOR PLANT LIST AS MULTI -STEM. 120° MULTI -TRUNK TREES, USE SEPARATE G YS o L. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE - 120° TO STRONGEST TRUNKS AT CENTER OF WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED PER THE PLANTING � EACH). NOTES, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE PLANTING NOTES 2. 3 1.5" X 8' MIN. SQUARE OR ROUND THIS SHEET. 1 80° MEDIUM AND LARGE TREE'S STAKES SPACED EVENLY IN A RADIAL M. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR � 1.5" CALIPER AND O N OF SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON SMALL DECIDUOUS AND PATTERN AROUND TREE. gyp. GREATER STAKING PLAN 3. 3" MINIMUM OF MULCH AS SPECIFIED. .aS� I,/ ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S EVERGREEN TREE WHERE TREES ARE PLACED IN SOD, MU D` i REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, STAKING PLAN WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. N. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOWN ON THESE PLANS PRIOR TO PRICING THE WORK. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. O. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. P. ALL AREAS TO BE LANDSCAPED OR COVERED WITH MULCH MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. Q. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. R. THE LANDSCAPE INSTALLATION CONTRACTOR THAT INSTALLS THE PROJECT PLANT MATERIAL SHALL BE RESPONSIBLE FOR ESTABLISHING AND GUARANTEEING A HEALTHY AND VIGOROUS LANDSCAPE FOR A PERIOD OF TWO 2 YEARS AFTER SUBSTANTIAL () T L COMPLETION. S. THE OWNER RESERVES THE RIGHT TO INSPECT, AND POTENTIALLY REJECT ANY PLANTS THAT ARE INFERIOR, COMPROMISED, UNDERSIZED, DISEASED, INSTALLED INCORRECTLY OR DAMAGED. NOTES: 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. PRUNE SHRUBS AS DIRECTED BY OWNER'S REPRESENTATIVE. 3. 3" MINIMUM OF MULCH AS SPECIFIED. WHERE SHRUBS ARE PLACED IN MASSES, MULCH SHALL BE SPREAD IN A CONTINUOUS BED. AN APPROVED WEED BARRIER FABRIC SHALL BE INSTALLED IN ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. TOP OF PLANTING PIT 'BERM' TO BE LEVEL ACROSS PIT. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRAIDE. MULCH OVER EXPOSED TOPSOIL. 5. FINISHED GRADE (SEE GRADING PLAN) 6. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). 7. SCARIFY ROOTBALL SIDES AND BOTTOM. NOTES: ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS A. CONTRACTOR SHALL ASSURE PERCOLATION • OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. OF ALL PLANTING PITS PRIOR TO INSTALLATION. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE Shrub Groundcover Panting on a Slope FRONT OF PLANTING BED. SECTION REFER TO PLANT SCHEDULE FOR SPACING. MAINTAIN 12" DEAD ZONE AT BED EDGE. CONCRETE SIDEWALK t. � ', r r TREE PIT / , /� \\ff�/f/ f �I\ /\\////f \.:: i / \/ / \/\ \/ f .f / / //\% . \\ / / \ \ \ / /,f i . /�. 11 "I 11 /\ //` 11 t // // , \\ �� / /\\ UNDER ROOTBAL- BALL SIZE L. ROOTBALL SETNES ELEVATIONS UPON \ • i \ \ \\ / / / �� //' UNDISTURBED SOIL OR PLANTING SOIL / / / */ f/ ff xj %\\ // , /\,�/ �\ \' \/\ f \\•`` COMPACTED TO OPTIMUM DENSITY %�>// I " `, f/ I \ / \ // f f f f ff f BACKFILL WITH SOIL MIX - / l/l/� /i / /, / \C / \ j 50%CLEMEXISTINGSOIL T ) //\ff//f../��/fi50l.�////.�////\�//�//\ / 25%TOP SOIL -�:, `. `�l. `. • ;�"-1 25% APPROVED ORGANIC MATERIAL NTS T' 9 RING FOR TREES SHALL EXTEND APPRO , BEYOND EARTH SAUCER/BERM UNLESS Michael a y > D I INDICATED OTHERWISE BY OWNERS LIC NO O 11 REPRESENTATIVE. AN APPROVED WEED 11 BARRIER FABRIC SHALL BE INSTALLED I //1/131/0 ALL PLANTING BEDS. �osc 4. SOIL BERM TO HOLD WATER. (NOTE N\��G ApE ARC 2 REQUIRED FOR TREES IN SIDEWALK THE PLANTERS). z m 5. FINISHED GRADE (SEE GRADING PLAN) I- m 3 6. TOP OF ROOTBALL MIN. 1" ABOVE FINIS W 0 o = Cn EXISTING GRADE GRADE D 0 w N � (DASHED) 7. B & B OR CONTAINERIZED (SEE � Q N Q m > m 4 SPECIFICATIONS FOR ROOT BALL 0 o- � o m 0 8. REQUIREMENTS). PREPARED PLANTING SOIL AS SPECIFIE Q- � - 0 w z w z Y 5 (SEE LANDSCAPE NOTES) V) o u 9. ROOTBALLS GREATER THAN 24" DIAME ER , !-.: --� °� SHALL BE PLACED ON MOUND OF ^�" _.-, , ., 'l ', - ° o UNDISTURBED SOIL TO PREVENT SETTLI G 1 _ • ,.; 4 ,.'` .`; 6 ROOTBALLS SMALLER THAN 24" IN DIA. MAY - _, ; E, 11 I ,: U �.,.. �. 1 SIT ON COMPACTED EARTH. I = ii -:"' I 10. APPROVED WEED BARRIER. -M ...,,;,.,I_ ;,° . I 1 :� ;[` , 1, LL3` % 11. FLAG A ALL TREE TIES WITH BRIGHTLY COLORED FLAGGING. 12" TYP: ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE, Tree Planting on a Slope SECTION R, PLAN TYP. SECTION ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Shrub/Groundcover Panting PLAN/SECTION NOTES: 8D A. CONTRACTOR SHALL ASSURE PERGOLA OF ALL PLANTING PITS PRIOR TO INSTALLATION. 9 B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWN C. TREE SAVER ANCHORING SYSTEM MAY SUBSTITUTED FOR WOOD STAKING SYS UPON APPROVAL BY OWNER OR OWNEI REPRESENTATIVE AND HENRICO COUNT NTS NOTES: 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 3. 3" MINIMUM MULCH AS SPECIFIED. AN APPROVED WEED BARRIER FABRIC SHALT BE INSTALLED IN ALL PLANTING BEDS. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED I MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. NTS SHEET NUMBER Q z 0 �7)04_11 vr.// O 11; 11) 0 U) C 5 0 _E F_ C r 'll m (r v C, ,i n V) W 1 _0 n O L _O n 0 a 0 0 0 n -, 0 u ) 5 0) Q J 13 O J / U) 0 n J U O o Ili / 1I � -F t) Ill L N , () 0 O IT / (D 0 Q ro U °) /J U n- tU - .> -o r n, J f_t U_ (1) It' n (n in U 0 M :J 0 1115 O u U O I`7 O Iv jm ID > r U U I-) / u a �i n E 0 U O Lri 19 U O p O ,n N v N IU N vl -0 ,�:-) o o 7 N Z r Q uI C) n -7 7 , J v O a I 0) J N rJ ;v n 0 In > 1:1 6 u) J n, -O O 7 � \�, ,5 ;_ ' (D n (/) It) I � n r i1 7 I a ti -C .) (n r I'''., �,, � t , L ; a, . , a a -� -,(D 0 - Luminaire Schedule / "Did you know that utility rebates can cover 25% or more of a product's cost? Email rebates@cree.com to get help on your project!" Symbol Qty Label Arrangement Lumens/Lamp LLF Description Lum. Watts -\ 7 I OSQ-4MEwBLS SINGLE 17291 1.000 OSQ-A-NM-4ME-U-XX-XX (W/ OSQ-BLSMF) 130 8 25-E SINGLE 4536 1.000 FLD-EDG-25-SA-02-E-XX-XX-700 50 � - 10 WALL SINGLE 2722 1.000 XSPW-A-0-3-M-G-X-X 25 L/:F-::: 4 I OSQ-4ME-2 BACK -BACK 17291 1.000 OSQ-A-NM-4ME-U-XX-XX L130 FIXTURE MOUNTING HEIGHT: AS SHOWN PROPOSED POLES MEET 140 MPH SUSTAINED WINDS ISOLINES AT .5 FC ADDITIONAL REQUIRED EQUIPMENT: (7) - PS4S17C1XX (17' X 4" SQUARE STEEL POLES, SINGLE MOUNT) (4) - PS4S17C2XX (17' X 4" SQUARE STEEL POLES, TWIN 180° MOUNT) (1 5) - OSQ-DAXX (DIRECT MOUNT ARMS) (2) - WM-2X (WALL MOUNT BRACKETS) - (FOR ROOF MOUNTED FIXTURES) �� (6) - PGM-IX (GROUND MOUNT POSTS) (7) - OSQ-BLSMF (BACKLIGHT SHIELDS) ' �V�T�jy �P_� LIGHT POLE COLOR SHALL BE BRONZE. T� A A.' A A.V, s -,A F A A V A •A- p' _ .. 0.0 0.0 0.0 .0 0.0 0.0 0:°' • o:a o.o o.o . 0.0 • • 0,0 0,0 0.0• A,0,0 a ia.o .,. 0.0 0 ,0 0.0 0.0 0.0� q9 4/�* . ,'. ' ' .'V ' _ .' �' ' . 77 < / , , ss pG W> 0.0 0.0 0.0 0.0 0. -O.Or . . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LO • • 0. . 6.6 O.Q . O.Q1 0.0 6.0 0.�j8 0.0 0,0 / { 4 0.0 0.0 0.0 0.0 16.0 ,r 0.0 '0.0 0.0 II 0. 0' A; ,/ 0 0 , q 0 O Q 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 / 0. 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0. 0.0 T0.1" 0 0.2 �0 I � 32, / 1 ,/ p0 00 00 '6,,,r-O : M�12 II 0.2 0.1 0.0 O,O.J 0:0 Q.0 0.0 0.0 0.0 0.0 4V 'A 4 Syr'-,,.1 Y'"IIy'r%'�✓+\ / „'� / 5 4\ r �� _C _ri 'a 0.0 0.0 0. 0> „n<, , . 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EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHIALL BE I ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOININIG 2 RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF '" LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Footcandles calculated using initial lumen values Label Avg Max I Min Avg/Min Max/Min PAVED AREA 5.90 11.8 1 1.6 3.69 7.38 PROPERTY LINE 0.17 0.7 0.0 N.A. N.A. SITE 1.03 18.2 1 0.0 = NA .A-. N.A. SP Series XSPWA03 Type' F21 X`:PW Wal) Pack t ulninoire „`loll Moonvpe III ._ _ f0R'e duct DG`sc6Rx tiO n x-,- tv i TI ntl f t-I r�+`3`J J ,, d f t .. d ,it j , A ' d 1 �' J I3 i.' 3 .1 3 ? � C, � 1 [' i -IJ 3 v aI tik '^�. r t s . G J r14 z G 3 h. '. Y t-I 1 .. rYfJ .f l a t' 'r n%QL y„�„ ,�' 0g, t, VC __ .15tr1' i :h „ Na.' JO;`: C I> ,, ,, t. c<.. + > i'.., ,1 t:;.e / „yj dr,r Performance Summary JWl i L , l 3f - ... ... ,........ A ::. I'd ,. f cU 3YJ,'? ,2 �, ,r> P ii36 m CRf: Cit... -.__ sMCT d ( KT SL ( t'-i, ! ,. Li,ni._d 4Ya ranty: t) yn,,.. _, l .ul� 1 a ,u t ,- 4 -_( t I 3 =.,) . 1. p 1 __ "'Z i8 ___ ...... ll2-e 38 -, '�\, \ [_.;::� l9 le, �,. J ..Y.. ._.. 'll ?7" t! LEVCI Son p, (K Uph:.A vnty) )rdermy Information op.A . a 'a M a t f''. I _ r _ A 4 3 i . T' ' , ..C..:I.. x .1,1� Beta EC) c & us C S TECy 3La US: Ynv croe,com/I . mmY T i+300) 2S6-68€ 1) F (262) 504-S415 __ . U -,,:- Ca . r.., ,,,. E 4,. Ca -1Ja, w c..c amlcapadn T (SOG)473-7234 F {800)890-750i PS Series Crown -Weld' Square Straight Steel Poles Product Description ' =,= Nun tapered square steel poles are Supplied wuh a :aeided base with cover: four gah,mih,ed ant,he, Gaits, iu.umte mounting template and pole pap (except tenor{ mount). Each= am hur bult iG proaidrd with two waGhers and two nuts. Steel pole base has slnited i)o),,. s'c, Natic:ial E:Iechical Cale lequillIm"ls, t"' is slzndard,,it.he 2"x 6` hand hole, located 18" above the huitrrn of poie best. A 91tl-32 atainlesv sloe€ weld stud with grounding lug is lucaled inside the p.IP, opposite the hand hole. A hand hole cover m supplied but shipped separately. in additicn 4' x 27' and 4' x3o poles fclude',t t I /I G'St 1 ..f ced Ste- welded ms'de the F R T2A' ftf •:>Gle I s re more - c 1t ' d d e l tl . h d hole fill addr,d Strength. The ha € h la . muIt1 c f. - d puss i; 77 above the botttm,,f the p<Je base 4 CONSTRUCTION & MATERIALS • Syron, nor tapai,d F.i of t n i si.1Ihna(AM N A 508 t � 'nm, yield of 46,U0pSJ, : YJe1dLd Ina famed cad,-1 t.el ha,,(1 ,,,X am hpod ni.,glh te'300DDpi., • E.1oie Wa,Rst OeAaGu d''fi-h ieatlm an E CGatepoxy pnmeteohan Wite de,ablc pc+YGe+ tq.g providing excelled ... utnla, to c mo., Nt'wiltet degtadi ,aid ab,as,nl REGULATORY & VOLUNTARY QUALIFICATIONS •POIe cap ' (Supplied with • hatic al El. t,i ICGd_Pequlelnants dikPGtm-h • UL li; led U-for Ec!-'I1 iu d6a J,g conf g".6- 1, 2, 3,5and 6, • CSAf 6€,edlGLm,'da[o,9.ul,db.aJingandstfuctura]strength -Square, non tape ed Not supplied if - pale w!CGIo fat tenon is spoofed.) LIMITED WARRANTY= U,SImG.md fimSh p• 7y.a p tip f Gn Gefo-rfaao,itaGpa,d"n (r:h B ...:. n 2'x 5:. (51 mm x 152 mm) Hand We Accessories i 1fl s - �-- Man4hole cav r e F ell(, 1�INd - St d d I2 (3tl5n n) : GPI autb,Acrxswy-rill A M. - ) Renfored,, s I r Tvm piece steet �' baseplate cover ,LL ll IUZ -YtM,eF nex*. Slotted anchor e , artro \, ..:;:...••4ol(hole ,,[ F`p J -S,1 r 1 : Carbon steel ) �4 '- _.'-- .._-_. ......._-"... .-........_-. hale 1 t =" pae ' Ordering information Example PwJ,'I Cicx PtW ... ` Maa"ungaaUfgwar t„.,. I C91"OP,.i,s P53Si Ur: 59Si1C i'54S25C pSi 3Wi .... i ^� y 10 ayO.T S f.0.2` 1:-xi"x9,i25" 70. D.I,A' S re Sl a,k TS15C i5 'x0.i25' 1.1107C 17 3 a PSce,is 'S MI"'. d S5S2 S o' Sx0.IU3 . 2 E'# 0v:e . IS nc p5ium : IS55395 . rw,^. {, IFO' SV ,,nloC '),;. x',,n PS4SIOC 41, 0. : : t/'0-125" JJxS'xU ItR I g � .,::r Dxl',,.m FaiSQ?% PSi32LG 2 i'U "5" V54Si2S PSiSJUa 0'x i'x eA 25` S5S305 RU'x6 :(U.IL." 1, _, i+; : 5 S-r� BHe: wh:e 'i 12a .L'.r, xU 3"J' : I,Pe= ■ r ,, A i . r p 4.":,:::r',,, ,. ,.»a ,,.,L,"_,__",,I,,,,;a„11a, T, =a: .__._......... . UL ah Ber;11, vt1v1'tan's i LISTED CREE'..,. Us; www,crea,call/I Jhbn9 T (800) 236-6800 F (262) 504-54t5 Canal': www,crec _,f ufa T (800)A73-1234 F (B00) t90.7507 Cree EdgeTM Series LED .4realF(ooEi Luminaire Product Description OA Mount :he C,cor3 i- t ,/ c t G t. cps [.1 n und,sa f. {- 'I J E. i't [ ( t. 1' - 1 E[• a - 1 'i n- t f U f k V 1 f. c. A. n ' A,- g L, a ,f:.:I �.t. z, ( I'ld AG ",i y eI' 1 y t ,. Appl rat ans.l a. h5ly to olrcr ar„„„n rL_-_>, c.,r d<ol,.sh p.,, _f.'.�> n,;,exes znd :nlernz! Performance Summary z7.r 68Hmn1 I f 'nt dN U ''.P d i l--t I p Madam tl 1 A i U,S. ,, f m:nri 1 arf Bf _ 460mm7 NEMA`Ph.u-1I Gftl; N n 10 "12,p 9. 0" Roc Pwdc total on CCT:. C t+ i./- i001t ()K I / .J J d ' f729 n i ( a red as an ophonl Lmu dWarrantp 11 y 1 1,I 1Dic,,p C {uiln,ID,.UaC .d •n,..,! 21 ronv n nt, ee < ,.; (53 1 Intertock,ng t , .,,, .. x . 1 Mount ng " M thod nml A 199 Accessories LED L Dim. A W69hl F 81.-t t d 7777 (z101 H d5 k - S kt ghtL1. ral5hiclds ) l ,.. 1 t I II,1 H,td N to .' _ ....__ _..._.......... '-'... ---_. .......... ........... .. _.. . n! 12 L -: 1 ! ' d 1 l .. 3<W,.)t/ E U. .. >N t 1 L Ordering Information AA,ULISAMount il.,go 22 f.,,n.iJ,t& n..n,,,, E er:,p:c. 1 J.!',N-AA 2 E :.L iw,- -,7 FLD-EDG 25 $A 02 E BZ 700 P,Paacf 9P1ic M un g, "Copnt SOriec i Y ttaga p11 0 we - GpUa»s - t,w) Opiiani t, r, _ :_, . r 3Ma IMP AA 102 , E : VL DK 350 : DIM 0ISV GI 9 PML p erOm,rahle Mwt AL L EGG ,1 t' :,, '04 v,L S'i,,A C OGG'Ma H f 9 Y 2M6 ,;., ..T. DA i pb S. t J ;-! . BZ UH e 525 _.. 2 ,. ,.... F: - , , ." 1, MP ft'. G 09 t III .Ji ,,, SM w„ 2MP T. I H Jwr'l s b YN w'e,,, F F ,." PMLL P bt M Il L t 4 m IU 3G Mn 9I4 9h M 1' f- t p. .J, n . . . <M9 I I. t : .. 1 .. R NF API t lR Pf , i, r J : HL HA ID ! i P 1 ,:. . ,L I f ';. FLD-...- 1 - IS EGG F ..., N6.. MllM A - , J J ML N l L , f '1 f 0 SH 4 - - .1 1-.1.,,, rl, ::, , SA C f, ' - J 1 t :PI -' , . , A t _L , P Ph 11 ., ,.,.,.,a .::. ,. ,> . , . .. _, " , , ".,..,.." . I ,..,__._. c U� us nn V R G E .�` US: lighhii9,aee /1,9h6,,9 T (8001236-6800 F i2521504-5415 Canada: vrvm,<rca.com/wnada T 18001473-1234 F 18001890-750; Customer responsible to verify ordering information/ catalogue number prior to placing order. GRAPHIC SCALE IN FEET 0 10 20 40 _TM / 120� c eetcom - (800) 236E 3177 / Proje�:STAYBRIDGE SUITES - ALBEMARLE, CO, VA - R3 SR-16243 / \ Date 2/6/2017 11 /. Scale: 1"=20' Footcandles calculated at grade 1 Filename: V:\Common\AppEng\OUT\160715KH1MDJR3.AGI i-/ Layout by: MARK JANAKY -\) Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire ) test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. ; U) I- z U s 0 0 i- z D 0 U Q W (I) W N LL 0 0 Q U) 7 0 U) W 0-1 I_I I I I I I izi O n N C= n N U Q Z > 0 (n o �z o Q O= N :�j 00 00 0 2 00 C, () O io (r yy zN c0 = Q I I FW- ,4- � >%z-OW aiD cc) J o (n :2 = W V I ct� a) 0 0 W = IffmMMMEJZ _Q J i__ -3: O O N J a 61bum --I Qi�: �hew O r- z �CC m U SmS L G m O O cn (n w DO O N = O Q N Q m m � _ W � W � Q n Q W U W � T _ U) CI 0 U Q z_ /) I J I w ♦ 00 LIJ I'1'• �- (D W .II�.rI CL I:) 0� < rn W.## W C_ U 2: / i W z 0 O >W I_ U . ,rM+r C„�`r J -1 Q _J m J Q SHEET NUMBER CL-1 01 1�1