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I I 11 li M, Q , I � - TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-00900 HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 EXISTING ZONING: RA - RURAL AREA SPECIAL USE PERMIT SP2018-001 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA: 2.74 AC . PROPOSED IMPERVIOUS AREA: 5.48 AC LIMITS OF DISTURBANCE: 9.95 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 276-523-4669 PROJECT#: Ll 7-10405 INFRAMAP CORP 10365 CEDAR LANE GLEN ALLEN, VA 23059 804-550-2937 PROJECT#: RV07317 TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 540-885-0920 PROJECT #: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 75 FT SIDE: 25 FT REAR: 35 FT PARKING SETBACK: 25 FT PROPOSED USE: EXISTING HALL (MAX. HEIGHT 53.13') LAUNDRY FACILITY 3,805 SF (MAX. HEIGHT 20.17') NEW GUEST WING 40,000 SF (MAX. HEIGHT 34.00') POOLBAR 300 SF (MAX. HEIGHT 16.92') 3,900 SF (MAX. HEIGHT 22.00') PARKING REQUIRED FOR NEW DEVELOPMENT: EXISTING HALL: 36 GUEST ROOMS X 1 SPACE/GUEST ROOM = 36 SPACES LAUNDRY FACILITY: 2 EMPLOYEES X 1 SPACE/PER EMPLOYEE = 2 SPACES NEW GUEST WING: 42 GUEST ROOMS X I SPACE/GUEST ROOM = 42 SPACES POOL BAR: 300 SF X 13 SPACES/1,000 SF GFA = 4 SPACES RESTAURANT: 3,900 SF X 13 SPACES/1,000 SF GFA = 51 SPACES TOTAL = 135 ---V---V----,��l----,-��--l'��-V---\/-- v-----",---V--%",--\1-11--"/-","---v-�v"--v----V-N,----,--,l--,/--\/---� TOTAL POST DEVELOPMENT PARKING PROVIDED: TOTAL PROVIDED = 141 SPACES (INCLUDING ADA SPACES) '\ ADA PARKING REQUIRED: ) 4 STANDARD SPACES + 1 VAN SPACES = 5 TOTAL SPACES I/ ADA PARKING PROVIDED: 6 STANDARD SPACES + 1 VAN SPACES = 7 TOTAL SPACES � LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE NORTHERN & SOUTHERN � SIDE OF KESWICK HALL. --,^---/,,--,^--,^---1/1�--,--,�-�^�l---.,�---/�-�Ill-l-,\---",---,/\-,---/"�---�INI--�l---,\-----^,---/,���l-,^---/,-----/\-,-�/) WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLF CLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. CRITICAL SLOPES IMPACT WAIVER SDP201800016 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS - MAJOR AMENDMENT & SDP201800017 KESWICK HALL ENERGY PLANT - MAJOR AMENDMENT SPECIAL EXCEPTION CONDITION 1. THE AREA OF LAND DISTURBANCE ON CRITICAL SLOPES SHALL NOT EXCEED 30,631 SQUARE FEET AS SHOWN ON SHEET 1 OF THE PLAN ENTITLED "KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS CRITICAL SLOPES WAIVER EXHIBIT" PREPARED BY TIMMONS GROUP AND DATED JUNE 25,2018 --,��T:'—,�i,'� 4--,- x ,� 1, [;,�V�,-��I�%�4111-j — " . -j � ke�.,.k,,:.�t'--- .zcsl ,57"Al � ��,,, � COMFY OF ALREALARUK r1q)arvnt%a of coalm �.11iq,Dvwc4)p1tTj,"?1t 401 N,Mmim, R�ilwl" Nw-di Wilig chari'Me-svMe, vit'ginja 22%24:5.Ri I . I � i�6w:-,,� �-IU ZIAI-418311' Rm (4-14 — ..... :�� ...... I . ........ . ......... 11.1 ....... -- ---- - ------- I . ....... . ....... . ..... ------------ ........ . - ... . . . ........ -_ _­­­ ju ty 24, 20 I F, I I wiffil--,w; -Mulloiti cp,("� valo-it Lowg 1 32 1; E, Nwio s4req, siiit�� 400 � I , C�mxlo,t��,v'41141�, Va -2,29i)Z RE, S1120180(ifJOI Reswich 1-hi-il and Gfff Club Ds�w- -Nf�,, Lofi,p ." � � 0,�i ?uly 1 1, 26 JAS, ��h,-- kwanl af st-llxl'viazor-ei ��ook iw�wfi� of-Eyour �qy4cial wse p,�"rnl , hv�qljt-,t ki, . . . , I Attiond p�Q,�itii,l.�dy -,,ttprjrovW S1120030042 k,, �,4,�jQwi,;�� ,,mO ��xp,wd 01,�� ',ipa mid h�Mc� �,,,r,,-.ar, wld:a poot ,,nx, txpmd tft�! �,iwrvv phvia� ,idda,m"kv sttai�lietlil,n" tindlaundry bu�ldk�i" 1-ekx,,aw the , � - I . I ­ �` � Q,Ki.�tift- r",�j!w", zm,ia �riil svlfiidah-.im� bwAff,.1g,, ,m,d add,-,� vAr,g to 6�-,,t� C�;644iug ilul &n. 38? -,-'�ddihoaa.I roo.n.1-s (a wtaj. &86 rctoins), lil wid"'tio,".1, sitL,daiike,� 'o Im-kinf, arid cirt.3iiiatioll wt� vnvpo-�wd Oil I 1�- I . � I . � � � 'ki,<10 . ap llarf-'ek -080000000,0-00'j, 09(000000060AO; 080()00,0000,(�,90-0 iii th,� kivanr,,a D81110- 11 6 , I . I , I Tht, Svo�Aal Use. perm-.U. ww;.apprw��xl by thc,r � 3".tiud"i .1-1dopticri, of ��.w �itiacltt�d tt� S-oh.dlt�it.aiid I . - I ccmdhioil.�� fle.;�.,w be. advkwd ttal aldwitigh the. ARwi.oarle Cooaly.uu'ard (A s1jpvrvi,sor,, Ujoh aeflua on the lirojcwt. iwit�tklhivve� no, Imes 611 t1w p1,01wrty asixpprovud sllmve may hwfully begin until ,111 I . ­ � I fppiiv�l [ilL, appiru-ni k hitvi.- btwn rs,�Vc4w'd aad cimMkins hav3� bt.'-vitl llwL '11ijs ivcluje-,�: * cowlAiame wR1j,i�pjv1ifiktns,4A theSPI CIAL U,SE PE,RIM111 , ; . . I - * approval of �,tad ooalplkwk',��. wiff.i i;i Sfff.'� PLAN or it SHIR PLAN ATY11,M)NIM I NT-, �md 0 apprg,val cif a ZONING COMPLXANC3,'; (AAAAMN", CE'� I I I � R � lb . . �, P I �,r-. tt�-,Vwdng tf,qes ,�is alfowc�d by tit i5.�;)'pt.'i.a'i 11:�5,� jx�rliW: f:,t- ir�,uu bavi.- qlw,Noon �' lv.�g r�fiil��-, dt-, abo,;,.�- � I 1. I I ,"�. jmi�cl ,aot4-.m� pleas,� i,otiulct R-A�xx,a R:a��,,,-�d,--.,ae m, (43�,� 296-5,i�`32 ��,�u� 32126. I , - - .1 �, - . -1.? Smt�rr, I Z . S. -&v, 11 V I K 0 "', ", � 14 Ir I . I �j I ,4-`� 1�/, "I �`Jl I , � . " , . , -, 0111.4w,�": - �� , ,:: , . ri / 11 �,� v v 4 f m10,14x, lci� I prilt"�-I'l-tai llkrta,;�r I , illaitwiiq� Divis-Wt� RR,�,OLUTION TO A-11"ROVE' . I I I SFI 201 �-Ikf KESWICK HALL AN D GOLF CLAIM> WUEREASO oiC�,,,��3,erK)f',',.�L"���,,�i�,�..F,��jli"l�,el���14P I d 11i I plioafictnw��un'i�!l z�pl��-v"��,��,,��v-�ippi-c,v�.,,d , 5p�,,�-,iz�,ilt�,s,q�)triir'�ti,"�>'I�'.'�ij",go�)C��l,.'�)ftir',U��..����,q,���pPiiT,cd!iOBOeO-C,0-0,0-00.8Z(�,Ogf,,fJO-t)f"--fi',j-060AO,�,,�id B(�O�i--00�051�0(il,ioutolet�i,,��,-It��,u��,i3�!�,'.P,11.Ti�,itir,,��i aivA�, ri�rt�,�,��ceiit���,A"J,J-��pi,�)lb.i�-,���,p�l"ufltll,��el!ur.e,v I . It I � - . - - I � I , � pl�a,pti �tdd it mwv ixgtiitlfwwl(�i-� ;.ij�d lmw&y: buildkl,g� r lo'Ulu� M- u oxd�itiD;�� lw�awwm 0 a :Aand-ajctil�� build �V- . I - .1 11 1_0 w. �',xlstlng 1"It, 11;Q-- 38 Ad0iQiill ro,)m5, w, w"fl) -'S jna.4., �,'�W'l ��Jlwq;t,-,� w dw parldf--,-g�,.rid wid�idda4,,�:hia� d , I ' ' ,. " , 64 ,i�'���4�,'��iii,�����..�,U,tirnu�ipplii�a�"o�-�i�";d��Ti-i�'���l��d�i,�.Sii,-,c��-�ll,.��,,,cr,urt�,,,,,�t2��'�l�,��l)�',,;g '01 T ,<e_,, '� ptill �J"jd q I I I "��,jC; ,_�jj (",16 I I � . . . I 'If , I I . � (�� SP 201 �-Q 1 "); ai �-d , � - . � �, '' � , - W11KREAS! Q,plMay ZY, 'GI 9­aftw- a dtily uvolkf'�d p0hc hwrwg� tho Alkicuiarlc Cwza-y I'lanaing , " I I I I , ; I � I 11 11.31S10,11 1'e<,�; cowali ,xymwsii1c.d appf rivall of S,11 20 I &O I wiTh c,,nditicas i,�It,-�imirietided h", .,�ta-ff� 41rld . I M.1b.nim.,zidcd nili�-,z ezhzn,p�� to t& Coni��epuuaj Pfita; agid �IV.141,�.(�1,A.�)�,,��i�).�i�,,I,�.,z�iii. t(itti.i�I.Pi'�,,rA,.ti�lig(-"(�rt�.til�,�,",iO�.��IT.i3���,ti(i,g, d.-t-- Appficxwr ,'itil"vnifted an iipdarvl I - I I I I cianccpt�wl Plat" dat"'A.111no I.L,210 � 3:�l��.,It,ptki�,,IL',Y,l�l�-irs;,z�.�,�,�d- !he, Plaiwing, conm"J,Nsii),rl'� ,�-,����,-,?��l.'.O,'10���ii',)tio�I I , I 1. , � I I - . 11 I I . '13 abolif, i,,kmigc��., to dic C'oxwqita�tHP1',m,i. hw;,�,��Vcr, dw �qid',.'6,d �-"*�3n�.ep,w�d. phtro,-vi1v1`0,,-,'I aulditiumil dl,migst�s . I , tbai,wi�,w t,i.,�)t�,:�,�,ri.�,id""��,,�'zI by -:.,-iQ Phttvtif,,Ig Coaimni,,,��ioa;,wid I � I W11E.RFAS, oujOy'll, 201 'U� 1.1w Albwmatlt�� County'Hoard ofs�tprv.iztov-,hAd a did aodc,Qd , I � . y pubti,-I�,aril.t3�. Qr.� '5,P '1413-0.1. � -w� �il, .r-.,t,)W"I,."Ll�-p-,[,,Olzk,Bt,,Vl, AEsmw"D di,tuf, upwz wm�i&f,adefl Qfdw Vol � "n ,-�, aw i�uff � . . , I 3-QpQa pr��pK,�d RIT SP201 S-01 cwd all of i�� at�liwhidw i��, dw ita , ounj��kyi.l vmmtt�M at ffiv p1l4bbC ,knrifi& , I , , � iind O.,�� fkl.nn r�Ai�valnto 11,; � 11 I I . pecia-1 ��i� puiuit in, Alb�,; iavlo Cuui,,�y Co& K 18-3518, dheAlb�n,a,,Arfe Cotinky � I , 13f:,�ar.,I�'��'�;(11-"�7.�'Vi�,'(��,,,,!iQi��W, a��pi,�),�c-�,��P20.1,�-,��;,�jib,i",�t��.tli,�,,-,��,�id;.�i,,Il��-,akta��,"ie�il�Q�-d�t),ill,�lf.ifi�t,,g , I , co��t��;f'�i,��$�14'1,i�,A�i�,11�;�f,��,f,nk�i�,,�q�"Coilo,��p�t-,4,lp��ir;�jaiv,i-IJ3,ir����ii."-ot3�iii�i�g��Nurati�,c.tl-,,��cdJ�i,tiki�tryllfi, . . 20 18, ilvflak,ij Jimw .1 4.20 1.3, I �� "k �. �, Chulde"W !�, florg,n�.�i�nl' fb pei�,i�dbv C.Qdify �hat Uit�.Rlrl-going, writittq. �,i a 11'�Ie, �:orlect.ci.�Py ()�,-t I - I I . . %� sol io: io i 0ii ly ailOpi �A, by thQ Boa','pl Q f""i�pi'j'� 1�;Qj, �' , d, � A P wwad �, comily, V Lq; h1hi, �y it vu f �., .o,,i , fiv �, to -, Or, I , I ......... ,.-- .... ;Ri P��:,ord�,d b�lw,v- zlta, m��,,,',ug N�M on jul M -ajLl . 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(.7,PZ, - &617- � � NTR: Np: .-, HS 2�Z ,�--L�i�M- mmmap�617 11 I , �11 "I"17 '1=11"......... k P�,I�iidll �1 . — -,� ... 11-.Oiz� �11- m ���mm- m"P�0 � -....:::: T",�%,"Lk-&-m—, —�z��M 11=1 ......... :.:-.. ,--. . , . ..... � � � � � � � - � I 11 ---, I-, md SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT_ PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT TOTAL SHEETS = 70 DATE 09041� M� Sheet Number Sheet Title 1-1.00 LANDSCAPE KEY PLAN 1-1.01 MATERIALS SCHEDULE 1-1.02 MATERIALS SCHEDULE 1-1.10 ENTRY ROAD & PARKING NORTH PLAN 1-1.1 1 ENTRY ROAD & PARKING SOUTH PLAN 1-1.12 OVAL STAIR ENLARGEMENT mmii,mmlgpl, aw \\\\,:M�mom����,�\���,:C\�����i7�--.�,��",-.'--&Sli,����,9\,�����-- 2]�-- :E-�q�-�����6\\,2���7�\,\\\,--,-*�i�,\4\-���.�.� I.., ..... - , ��ii,,�\\\- � .... 1101�1111 11-1\0 --..m'��,x\\\wi,,',\N,,, m'iii �\Q--,:Fo&&� .31-.4 @ 6MM ,'Rw'-�--'--E�-,:11�`11571 ... 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I I I � I I 'I'll , I I - ' -11 1, L , �-, ��,�-­,-'­'­',�- � " ­� ' ': ­`,� -­ I �;� " - -­,''; "'L, 11 � '' � 1, - --- I L I :�� I I � �111' 1-, - I ,, �.� I . �,­ 4 !, ,'�',� I - `I �- I 11 '- � - LL - , - L - �� I I � 'L", �� 7 , , " , " ' ' I'l-, 'L I I L'' , -- � � IF, -L L­ � I I 11­1'--­--­�-�'-, , , , ,�: 11 I I �-,,�'-':',--11 - IV. I , - - I r - , , � I - 11 z 0 P-4 F- a- �-q Q� U V) LU : in ;!: ! ( z �, ( 0 ! �-q ; U) : P-4 > T, � Uj Lf) f cy-, �- I ; ! Q ( ; ! IT, I z� ; z . 0- i �� 1 �43 1( C4 ( (z) ( ; I I . C.) Q) (z) N N rN Ljj Q) Q) cz) N N r,4 < " r') 0 N Q) cz�, r� (�) 1� (z:1 " " DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY I A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALT_ BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7 THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. N/A 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 10 �r t rero-, �v �tzr�...� wit �tr: r s ✓ RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. > 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL ` INSPECTION PERFORMED BY THE BUILDING DEPARTMENT, BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF TOOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. ER SHALL RESERV E THE RIGHT TO INSTALL MAINTAI N, REMOVE OR CONVERT TO 16. THE DEVELOP , PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING, SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF & PROPERLY SECURED. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8OLBS/100SF & PROPERLY SECURED. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. NEW RETAINING WALLS 3 FEET AND HIGHER REQUIRE A SEPARATE BUILDING PERMIT. IF RETAINING WALLS ARE WITHIN MANAGED CRITICAL SLOPES, THE DESIGN MUST COMPLY WITH ALBEMARLE COUNTY CODE CHAPTER 18 SECTION 30.7.5. ROADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. O DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER :::: PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH - -•- CENTERLINE OF DITCH BENCH MARK ®®®®®®® CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION �- TC 240.5 PROPOSED SPOT ELEVATION 1J PARKING COUNT SEWER - -z ................... .) EXISTING SANITARY SEWER WATER ...................::4.................................... EXISTING WATER LINE 6" W PROPOSED WATER LINE an PROPOSED VALVE 6" W PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Constructions Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall confonn to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). " TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES GRAVEL SECTION ON PLANS GRAVEL SECTION No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR j IMBEDDED 24" IN GROUND HANDICAP SIGN 1 / HANDICAP SIGN LOCATION (VAN) j ..- �` LOCATION (TYP.) EOP N i 1\ V/01i PAINTED 18' 18' PER 2% MAX. VDOT 8' S' 8' 8' 8' - - o.-_ TY P I CAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES R= %4° COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale 91 '-EDGE OF PAVEMENT 4" PAINTED STRIPE 91 I (TYPICAL) REGULAR SPACE CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100% WITH PREMOLDED EXPANSION FILLER SIGN STD. U POST GALVANIZED POST TO BE DRIVEN CONC. WALK 4" 21-8 STONE J I 1=1 I I I I I�f �I I I III III I I I PMTY PEKTY - - TON AWAY Z A►�AY Z VAN 6' ABOVE A ILE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. NOTES: 1. REFER TO SITE STRUCTURAL DRAWINGS FOR FINAL EXTERIOR STAIRS & HANDRAIL DETAILS NON -SLIP BROOM FINISH �r- VARIABLE WIDTH' MAX. CROSS SLOPE 2% ...... ..........o ...a... -.. x.............. .Q ......... ............................ .... ., 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 7 NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH 1/4" SEALANT SILICONE SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 I + 2" • a . ° a 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE <a , 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) \`�?��DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS ::1. HEAVY DUTY CONCRETE SECTION No Scale 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3.0" INTERMEDIATE BASE COURSE - BM25.0 " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A roc oc of >vc >vc roc€ 8" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE :.:::........ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT 0- SAWCUT THROUGH a- U EX.SURFACEULI COURSE x w w & REMOVE PAVEMENT 2" + EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. -� EDGE OF PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE BASE COURSE AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY l� x 9 i'z s 8507 rn E 0 o M rI Q o > E e E U v 3:� Q Ld ®U. ® r�o� LU U 00 w_j -U� rn (� Uj Der' ®X vi ce U_ U > 110 H c Ln rn ®N m 00 _1 MILL AND OVERLAY PAVEMENT SECTION No Scale Z O a U to w p � C O U)o m C I> uo c � � h W u p c c 4 e t v) Q� c O C DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' IN M E C) U N � N � Q O > E ,,� E LU LU N t; Q 3: O � ® ® re W O M Q j V co CL — Uj a- > CD N (A N -#' �®U:3)x Q H u u�ry Lq V ) Ln oQ1 N ® z o L- M CL NJ- O �R ti _V) >aww U cr LL, us ® o o ® w 0- CL ::D cn ) tn uU CN � N m ko rl) ® O rw Is 'It • i• AM 1p DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=50' JOB NO. SHEET NO. C2a®® I �0 O O U) '- Z 0 O a ro H- � o � o cu V) c C_ O 0 `J/L/� � L VJ Z c0 0 CGC Q LG X r Q) O 4; O O O 2 _ v � U X O O O U i c O U L U � O � �U O O CU U C � o � U � o u S 1 i i A I U � �O ry O CL O U) Lz �o O a� E o Q) ro � o � U Oc ry Z O m CL x o Q) o 0 0 0 o 0-0) N c > •v U) m U x O O O U L c 0 � U L C� C U � O O1 O � N •U O � U O f�S U L � o c O Q � e 3 £ f k.R f0-V T,-f f f.;R 7az Mr / '5 7 M E O O M U N N � Q O E E ® :u LU j L6 O Lu ®® row Lu Ln 01 CD C7 4U N O X < � N LL c rj V > � Q c v7 ON a cn ch OC) J ,7 Z U V) W � z Oti ti v) U) uunj W W V) � Ql� Q � Q� 0- Q- ti ti ti L ® ® p O N U O O p Q O M i DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' INS CLEANOUT CLEANOUT +40.27 STA 10+00.00 '1.85 46B rINV TOP 450.90 447.93 (GT.2-19-46) INV IN 449.13 (REST.-46B) 447.94 (46A-46) INV OUT 449.14 (46B-GT.2) INV OUT 446.00 (46-45) 455 455 PROP. GRADE EXIST. GRADE 450 450 445 445 GT.2-19-46 46B-GT.2 19.07' OF 6" SDRo35 PVC SDR 35 PV8.54'OC @ 5.00 /° 1 @ 1.05% I € 440 GREASE INTERCEPTOR 440 #2. SEE MEP PLAN INV. IN = 449.05 INV. OUT = 448.88 4 MANHOLE CLEANOUT +31.50 _ CLEANOUT 52.00 STA 10+20.56 rTO(26-25) 26447.06 TOP 452.90 T 447.06 (25-6) INV IN 447.44 (27-26) INV OUT 447.44 (26-25) MANHOLE CLEANOUT 6 STA 10+85.02 STA 10+00.00 TOP 45'1.15 TOP 453.36 27 INV IN 445.45 (25-6) INV IN 448.32 (HALL-13) INV IN 429.78 (EX-8") INV OUT 448.32 (27-26) INV OUT 429.67 (6-5) 460 460 PROP. 455 € GRADE 455 EXIST. GRADE 450 450 OP CONNECTION 445 S .................. 6' 445 27-26 @ 3, ©p, VC 20.56' OF 4" SDR-35 PVC E @ 4.25% E 440 440 STORM 26-25 PIPE (449) 10.94' OF 4" SDI,-35 PVC @ 3.50% 435 €€. 435 430 CLEANOUT CLEANOUT STA 10+56.16 STA 10+34.43 31 30 TOP 451.40 TOP 451.50 INV IN 444.55 (31-30) INV IN 444.99 (32-31) INV OUT 444.55 (30-7) INV OUT 444.99 (31-30) MANHOLE CLEANOUT TA 10+63.32 STA 10+05.09 32 OP 451.30 TOP 452.20 VIN 444.41 (30-7) INV IN 446.75 (HALL-32) V IN 431.44 (EX 8") r INV OUT 446.75 (32-31) V OUT 431.44 (EX 8") 460 460 PROP. GRADE f I EXIST. [ GRADE 455 455 STORM PIPE 451 450 f 450 1' INTERNAL DROP CONNECTION 445 ( 445 HALL-32 5.09' OF 6" SDR-35 PVC 1 @ 5.00% 440 440 32-31 31-30 29.33' OF [ 21.73' OF 6" S R-35 PVC 6" SDR-35 PVC @ 6.00% @ 2.00% 435 30-7 435 7.15' OF 6" SDR-35 PVC @ 2.00% 430 NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. CLEANOUT CLEANOUT STA 10+21.24 45 STA 10+75.93 TOP 451.85 46 TOP 451.50 INV IN 447.93 (GT.2-19-46) INV IN 444.91 (46-45) INV IN 447.94 (46A-46) INV OUT 444.91 (45-9) INV OUT 446.00 (46-45) MANHOLE MANHOLE STA 10+95.43 9 +43.67 CLEANOUT TOP 447.50 CLEANOUT 3.35 rINV STA 10+00.00 46A TOP 452.50 INV IN 433.43 (10-9) STA 10+00.00 32.86 (9-8) INV IN 443.87 (40-9) TOP 454.40 3547.89 (35-8) INV IN 448.36 (REST.-46A) INV IN 443.57 (45-9) INV OUT 448.33 (35-8) INV OUT 432.66 (EX-8") INV OUT 448.36 (46A-46) INV OUT 433.33 (9-8) 460 460 460 460 PROP. GRADE EXIST. PROP. GRADE I GRADE 455 I 455 455 455 EXIST. 35-8 GRADE 43.67' OF INTERNAL DROP STORM 8" SDR-35 PVC CONNECTION I PIPE (423) @ 1.00% 450 450 450 I 450 445 445 46A-46 445 f 445 21.24' OF ` 4" SDR-35 PVC STORM @ 2.00% 46-45 PIPE (415A) I 54.69' OFE E 6" SDR-35 PVC 440 1 440 440 @ 2.00% 440 I 45-9 ( € 19.50' OF (" SDR-35 PVC: @ 6.84%€ 435 € 435 435 435 430 I 430 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 SSWR 46 ® 46 SSWR 21 ®4 SSWR 27 ®6 SSWR 32 m 7 SSWR 35 ® 3 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 O.D. PIPE a 8 d. SANITARY SEWER PIPE 4 4v SDR-35 a ° 3,000 PSI CONCRETE a ° a ® ° NOTES: 1. CONCRETE TO BE A MINIMUM OF 3,000 PSI 2. DETAIL TO BE UTILIZED WHEN PIPE INSTALLATION DEPTHS EXCEED 15 FT FROM FINAL GRADE 3. SEE SANITARY SEWER PROFILES FOR ADDITIONAL INFORMATION PIPE LOAD ARCH DETAIL NO SCALE CLEANOUT CLEANOUT STA ,10+40.43 41 rINV +88.75 TOP 464.75 3.10 INV IN 458.80 (42-41) 47.90 (41-40) INV OUT 451.76 (41-40) T 445.30 (40-9) MANHOLE 9 STA 11 +12.60 TOP 447.50 CLEANOUT INV IN 433.43 (10-9) STA 10+00.00 42 INV IN 443.87 (40-9) TOP 466.15 INV IN 443.57 (45-9) INV OUT 462.84 (42-41) INV OUT 433.33 (9-8) 470 4 465 \ I I I I 4 CLEANOUT STA 10+91.63 11 TOP 443.83 INV IN 435.27 (12-11) INV OUT 435.27 (11-10) CLEANOUT STA 10+30.36 12 TOP 439.65 INV IN 436.18 (G.C.-12) a 460 .__ _................L...._ _..-..-...-_..............._................ -.................... ........._...- ..460 42-41 PROP. INV OUT 436.18 (12-11) 455 40.43' OF GRADE 6" SDR-35 PVC EXIST. @ 10.00% GRADE 455 455 .._ ._ ......................_............................... <_-__..__.-..--__----- _._._--.__-. 450 ........... PROP. a STORM LOWER LEVEL GRADE PIPE (423) GOLF CLUB EXIST. 3 GRADE 450 0 45 445 41-40 I 48.31' OF 6" SDR-35 PVC EXTEND EXIST. 6" @ o 1 a 8.00/° SANITARY PIPE 445 445 ...._.__............................. ....... ........ - _........................ ....... TOWARDS THE GOLF 440 u.. COURSEAND I 40-9 CONNECT TO PIPE INTERNAL DROP 23.85' OF G.C.-12 6" SDR-35 PVC CONNECTION INV. = 436.64 @ 6.00% 440 440 435 Fl 430 9+50 10+00 11+00 W 2- HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 m 12+00 MANHOLE STA 10+00.00 6 TOP 451.15 INV IN 445.45 (25-6) INV IN 429.78 (EX-8") INV OUT 429.67 (6-5) 455 CLEANOUT 10 STA 11+52.63 450 TOP 445.90 INV IN 434.35 (11-10) INV OUT 434.35 (10-9) MANHOLE 8 STA 13+p8,15 MANHOLE TOP 453.35 INV IN 432.86 (9-8)445 7.50 INV IN 447.89 (35-8) r+14.03 33.43 (10-9) INV OUT 432.66 (EX-8") 43.87 (40-9) INV IN 443.57 (45-9) INV OUT 433.33 (9-8) 455 440 450 435 INTERNAL DROP E CONNECTION INTERNAL DROP CONNECTION 30.36' OF 6" SDR-35 PVC 430@ 1.50% ........... _ .._.... ..__._._ - -..... _...-... > _.._... ... ......... ........ 12-11 11-10 10-9 . 9-8 61.26' OF 61.00' OF 61.40' OF 94.12' OF 6" SDR-35 PVC 6" SDR-35 PVC 6" SDR-35 PVC 8"SDR-35 PVC @ 1.50% 1.50 /° @ ° @ 1.50% @ 0.50% 445 430 440 435 430 PORTION OF LOAD ARCH (SEE DETAIL) 9+50 10+00 11+00 12+00 13+00 13+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MANHOLE STA 12+07.37 4 TOP 428.70 INV IN 426.09 (5-4) INV IN 426.29 (20-4) OUT 426.09 (4-3) ,,_ I MANHOLE STA 11 +47.18 5 TOP 432.75 INV IN 427.46 (6-5) INV OUT 427.29 (5-4) RETAINING I WALL i _..................................................................------_...__..--.-.. _----------- ----------. .. .-- _ ..-._....------- .�. ..................*.............................. -._._........_.._........ I PROP. GRADE EXIST. RETAINING GRADE E WALL ®''. t PORTION OFt LOAD ARCH; (SEE DETAIL)- 425 6-5 147.18' OF 8"ISDR-35 PVC W @ 1.50% 420 15 9+50 10+00 STORM PIPE (413) STORM PIPE (427A) 425 9+50 10+00 11+00 11+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLEANOUT 1 C STA 13+72.41 TOP 439.37 INV IN 425.25 (1D-1C) 50 CLEANOUT INV OUT 425.25 (1 C-1 B) STA 13+64.94 CiD TOP 439.00 INV IN 425.29 (2-1 D) CLEANOUT INV OUT 425.29 (1 D-1 C) rINV +83.39 0 7.75 0 5 CLEANOUT 425.20 (1 C-1 B) PROFILE SCALE STA 13+58.95 2T 425.20 (1B-1A) TOP 439.75 CLEANOUT INV IN 425.32 (3-2) STA 14+14.32 INV OUT425.32 (2-1D) 1A TOP 436.90 INV IN 425.04 (1B-1A) INV OUT 425.04 (1A-1) MANHOLE MANHOLE 3 STA 12+79.53 STA TOP 4+49.44 TOP 43 INV IN 427.66 (50-1) 37.26 INV IN 425.25.73 (4-3) INV IN 424.87 (1A-1) TINV INV OUT 425.72 (3-2) OUT 424.70 (EX.8") 455 11+00 12+00 13+00 W 6®1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 450 445 440 4 35.08' OF 8" SDR-35 PVG @ 0.50% _............_._._.. �...................._.._............_..........._...._..........420 1 B-1 A 30.93' OF 8" SDR-35 PVC @ 0.50% 415 1C-1B 10.99' OF 8" SDR-35 PVC ` @ 0.50% 410 14+00 15+00 15+50 ro E 0 0 M ry Ln c > E 6 E ® U. 0 Ld o LLA V c� LLJ D - sri r� V) o GJ Q J ®g a U) � � N Q V) c Ln uu ® N L [� Q- 1H w w NELSON B Y R D W 0 LT Z LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com Irrigation Research & Design R d i iammd, Virginia lvrs pa rc& com NO. Date Issues/Revisions 9 03.20.20 ASI-1-9 STAMP A JI 01R 17 '46 11.06.19 4c- PROJECT NAME PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE LANDSCAPE KEY PLAN DATE: MAR 20, 2020 SCALE: I" ® 50'-0" DRAWING NUMBER NELSON B Y R D w 0 LT Z L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434,984.4158 www.nbwla.com Irrigation Research & Design f his md, Wgha (804)217-72V NO. Date Issues/Revisions 31 09.30.20 ASI-1-31 STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE DATE: SEPTEMBER 30, 2020 SCALE: AS SHOWN DRAWING NUMBER FVA 10 Q N CO O N O N O 4 O U O a a� a) U c) O N O c� J C) N O J / N cn N I O i I\ I 0 0 0 N a n Q) V) I 0 / V) I co 0 / Q U / .N nI 0 n/ W N n U N O iL I N O O 00 Z cn I/ 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984,4158 www.nbwla.com 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountaiii.com Irrigation Research Design (804)217-7267 s1Et"'Ortig.�i' �Ifti. 3rGF3: �z:f?i. NO. Date Issues/Revisions 13 04.07.20 ASI-1-13 STAMP PROJECT NAME ALBEMARLE COUNTY, V I R G I N I A 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1306 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE DATE: APR 07, 2020 SCALE: AS SHOWN INE L S 0 N YRD: 1-2m w 0 LZ LA N DS C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434,984.4158 www.nbwla.com NO. Date Issues/Revisions 9 03.20.20 ASI-L9 STAMP 4a 11.06.19 PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, cw CHECKED BY: EG, CP DATE: MAR 20, 2020 SCALE: 1 20'-0" DRAWING NUMBER 4A R. L ". D O V) 0 cn 310 East Market Street Charlottesville VA 22902 T 434.984. -1358 F 434.984.4158 www.nbwla,com NO. Date Issues/Revisions 1 2. 5.20 A I-L7 STAMP PROJECT NAME KE W1 K HALL LANUSCArE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DATE: FEB 5, 2020 SCALE: I" = 20'-0" DRAWING NUMBER NOTE: 1. SEE MATERIALS SCHEDULE, SHEET 1-1.01 E Q 0 N (D N C) a� n O U O O Q) Q) O O Q) _O O O J C',4 J Q) cn Q) Q i Qi Ln 0 O N 0 r V) r i 0 a� a� V) cy� 0 i 0 Q U i N CD V) U 0 N CD 0 00 V) 0 2' 4' 8' CD 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434.984,4158 www.nbwla.com NO. Date Issues/Revisions 1 2.05.20 ASI-1-7 STAMP PROJECT NAME KESWIC'K' HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE OVAL LAW STAIR ENLARGEMENT DATE: FEB 5, 2020 SCALE: 1 /4" = 1'-0" DRAWING NUMBER i CA 1[1._6I �6 62.3 i. AR, te, UnL£n`3rdRw 0"i"R, 00, 4' �44 I I , L2.03 MOUNTING HEIGHT: 3'-0" REFER TO DETAIL 2-L2.30 TIMBER PATH BOLLARD - 11' CALE: NTS Large Pima (CFS' specification Sheet FINISH TO BE DETERMINED. a '41 ----------- KESWICK HALL SP 1,4*"i3ftrx frtfltfla;I P0 ffi M 1� 4K W�W It 0)0 J, hd hi4po 8 ZONE "gQ W14 3tiL," 'toll 4 LA A F�rtO RJIV Y,' M- t w W� g g . lm r�6� mmltfi€ 11110011­41 �, R "W69ff,"'0� R;,, iiw i�if p R T el 40w �01G - wwt MA, :WWW ��O f, "R CF5-T-A-GF-V-N-D-INC-E Ordering Guide Example: CF5 T A GF 2 N D 150S E Product Code CF5 Large Pima Mounting T 'Fop Ann Finish A Black B White H Bronze F_ Gray i Green Lens GF Flat Glass Optics 2 Type 5 3 'Type Ill 4 Type IV 5 Type V V Type V Vertical Photo Control N None Socket D Medium G Mogul wattage 150S 15OW HPS 60PAR/11IR/WF1,/ 250S 25OW HPS 2 150H 150WPMH 1050 INITIAT, L-TJM%S 250H 26OW PMH Voltage E 120V F 208V G 240V H 277V K 347V *1 Vertical lamp (V), Medium base (D) only with Flat Glass. Glass sag Ions used with Vertical Mogul base (G) larnping. *2 Available with Mogul base (G) socket only. :5 Specifications HOUSING: 413F, Low -Copper cast aluminum. 0.090" thick spun aluminum. Easy access to lamp. Two (2) stainless steel '/ -turn fasteners secure the lens frarne. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTNI B-1 17-64 and ANSIIASFM G53-77 specifications. For larger ptojects where a custom color is required, Econtact the factory for more information. (D > OPTICAL ASSEMBLY: 0 Type 11 Cutoff. Type Ill Cutoff. Type IV Cutoff. Type V Cutoff. Type V Cutoff (Vertical Lamp). Precision formed, segmented specular aluminum internal cutoff reflector with 7 horizontal lamp mounting. Reflector is rotatable in 90* increments. Clear tempered flat glass lens. >- LAMPING: r,41H and PIPS Medium base: E17. MH and 25OW HPS Mogul base: ED28. HIPS Mogul base: E216. ELECTRICAL ASSEMBLY: Ballast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the ballast housing. 4kv rated medium base porcelain socket. Nickel -plated screw shell with (;enter contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST: 11 All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. 0) Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20' F or -30' C and HPS at -40°F or -40"C. NOTE: All ballasts are EISA / Title 20 / Title 24 compliant where applicable. MOUNTING: v; Top Arm Mount (T). Arm sold separately. Mounting adapter welded to fixture housing, 8 CERTIFICATIONS: ISO 9001:2000 Registered Page I of 2 Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. ggi100 CI Litt[eastown, PA 17340 tel(7,17) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips � MOUNTING HEIGHT: 12'-0" REFER TO DETAIL I -L2.30 HADCO PIMA ON CUSTOM TIMBER POST - LIGHT14' -iCALE: NTS Q) (D (7 V) M (D / q U / (7 r) "Zi- CD V) U (7 r) J Q) 0 In CD I-, 10 0 00 :F— V) N ALL -al Finish ORDER[NIG GUME: LPLI L (LED) PI., (Pathfight) 1 (Series) LPLI Cenfinela 'fype: L-1 Cat. #: LPLI -T/R9-BLP LPLI "Centinela" The Centinela is a stylish, low energy LED path light. Its, contemporary design and slirn profile allow it to blend seamlessly into the surrounding landscape. The Gentinela is built with a state of the art LED light source and internal voltage regulating driver assembly delivering superior performance, long life and low maintenance in any environment. The Centinela top is machined from a solid piece of'3.50" c3600 brass attached to a heavy copper riser with stainless hardware. This quality construction and careftil engineering allows the Centinela to be used successfully in harsh environments such as coastal applications. Proudly manufactured in the USA and backed by our lifetime warranty, the Centinela has no equal. Specifications Light Source. fligh,-briglitness LED (light emitting diode) LED Life (L70): 50,000 hours average Input Voltage: 5 to 15 V. AC or DC Current Rating: 700ma (0.70 Amps) Watts: 2.5 W ColorTernperaturre: 2900 CCT (K) Typical 12 VOLT It-EPIMOTE TRANSFORMER REQUIRED Mount Option"" Finish =R 9 [1/2] 1/2" TMALE THREAD [NAl'] NATURAI. [G/S] GROTjN1D STAKE -1-INTCLUDED [BLPI BROININZE LrVINIG PiU'INA [T/R] TRIDEN'T SPIKE 6" 9" OR 12" [PIS] POWER STAKE 120V- 12V JUs, 09 in a continuing pro&uei innitrov-ment prog=. Aurondli ght reserves the right to Modify Product vailau t 1106ficati-mi. Copyrigat 2007 Y�nrorelighf, Ire. ('2AU RORALIGHT'CENTIN ELLA' PATH LIGHT -12 �IL2.03 SCALE: NTS it) 49. 310 East Market Street Charlottesville VA 22902 T 434-984.1358 F 434,984.4158 www.n wa,com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 -10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HAL LAN DA S C /APEI ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE LIGHTING DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER NO 6x6 COPPER DRIP CAP 6x6 WESTERN RED CEDAR POST PAINTED MATTE BLACK 2" CONDUIT PAINTED TO MATCH POST 4" OUTDOOR JUNCTION BOX PAINTED TO MATCH POST 4x6 ROUGH SAWN WESTERN RED CEDAR POST PAINTED 1-8 TO MATCH BUILDING WINDOW TRIM (BRONZE) CID 120V (150W MH) HADCO 'PIMA CF5WITH BRONZE FINISH, SEE LIGHTING PLANS 2-31 \ "CONNECTION REFER TO STRUCTURAL DETAIL 4, S1.0 _ '-4x4 ROUGH SAWN WESTERN RED CEDAR BRACE PAINTED TO MATCH BUILDING WINDOW TRIM (BRONZE) �r- o CONCEAL CONDUIT IN BACK OF POST N ROUTE CHANNEL AND COVER WITH CEDAR TO MATCH POST CO CONCRETE FOOTING REFER TO STRUCTURAL DETAIL 4, S1.0 PARKING LOT LIGHT 1 4' DETAIL SCALE: 1 /2" = 1 '-0" 0 LO co N O N O N N 0 -r- U O h 0 IL vi J O C'7 N J Q V) n U i O i a� Vi m O Q U i .N a� 0 a I U 0 N O 10 O 00 Z to �°- d ELEVATION -=IN (y) �I N 1„ 4X6 WESTERN RED CEDAR POST 52 PAINTED WITH BM2132-10 'BLACK' IN MATTE FINISH B-K LIGHTING 'CORE DRILL i VERTICAL BRICK STAR' IN BLACK FINISH �I N 2" DEEP WIRE CHASE ROUTED INTO POST 2" x 2" x 38" WIRE CHASE COVER. WESTERN RED CEDAR, PAINTED TO MATCH AND AFFIXED WITH SS FASTENERS LOW VOLTAGE DIRECT BURIAL WIRE TO TRANSFORMER (LOCATION TBD) PLANTING SOIL (SEE PLANS FOR ADJACENT MATERIALS) III —III � � � III (III —III i illllllllllll -! Ill�illli�,l�' -ill,,i —III SECTION TIMBER PATH BOLLARD LIGHT 'L-l' DETAIL SCALE: 1" = 1'-0" Jr SEE STRUCTURAL 1 0 DRAWINGS FOR FOOTING DETAIL 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434,984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE DATE: OCTOBER 02, 2020 SCALE: AS SHOWN DRAWING NUMBER L z . � 0 1 ��yd NELSON BY R D W O LZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984,1358 F 434-984.4158 www.nbwla.com- Irrigation Resea.rch Design Rdirsxmd, Virginia (804' )21 NO. Date Issues/Revisions 27 08.07.20 ASI-L27 STAMP ti NOV Cs .X, 11.06.19 PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DATE: AUGUST 7, 2020 SCALE: V = 50'-0" DRAWING NUMBER .tjjjZ�zc) E Q �r �r 0 N 0 N 0 O C) O -a-- U O O V, O cu 0) O U (D D N U V) U) C O _ n 0 O O I O Q O Ln r_1I 0 0 0 N n cn n I 0 N N VI cYD 0 / r) V) O i� I �r- 0 O O n U a� O n I N 0 / 0 00 / Planting Schedule Quantity Units Scientific Name Common Name Size Spacing Notes 43 pcs LARGE CALIPER TREE 12 Fag us grandifora American Beech 6" cal. B&B as shown 3 Quercus albo White Oak 6" cal. B&B as shown 6 Quercus coccineo Scarlet Oak 6" cal. B&B as shown install with tree anchors, see detail 6/16.80 6 Quercus folcoto Southern Red Oak 6" cal. B&B as shown 8 Quercus polustris Pin Oak 6" cal. B&B as shown 4 Quercus phellos Willow Oak 3" cal. B&B as shown 4 Quercus stellato Post Oak 6" cal. B&B as shown 57 pcs MEDIUM CALIPER TREE 18 Acerrubrum 'October Glory' 'October Glory' Red Maple 4" cal. B&B as shown install w/ tree anchors in decomposed granite, see detail 6/16.80 3 Carya glabra Pignut Hickory 4" cal. B&B as shown male only 15 Carya ovate Shagbark Hickory 4" cal. B&B as shown male only 1 Cladrastis kentuckea Yellowwood 4" cal. B&B as shown 3 Magnolia grandiflora Southern Magnolia 4" cal. B&B as shown 6 Magnolia virginiono Sweet Bay Magnolia 12' ht, multi stem as shown 4 Magnolia virginiona'Moon Glow' 'Moon Glow' Sweet Bay Magnolia 12' ht, multi stem as shown install with tree anchors, see detail 6/1-6.80 7 Oxydendrum arboreum Sourwood 4" cal. B&B as shown 197 pcs SMALL CALIPER TREE 9 Three tiered apple espalier Espalieried Apple Three tiered (size TBD) as shown install using wire trellis system, see detail 9/1-6.80 11 Acerleucoderme Chalk Maple 2" cal. B&B as shown 1 Acer rubrum 'Bowhall' Bowhall Red Maple 2" cal. B&B as shown 12 Amelanchier orborea 'Autumn Brilliance' 'Autumn Bril liance' Serviceberry 12' ht, multi stem as shown 10 Asimina trilobo Paw Paw 2" cal. B&B as shown 12 Betula nigro 'Cully' Heritage River Birch 6-8' ht, multi stem as shown 7 Carpinus coroliniono Musclewood 2" cal. B&B as shown 2 Cercis canadensis Eastern Redbud 2" cal. B&B as shown 10 Cercis canadensis Eastern Redbud 12' ht, multi stem as shown 2 Cercis conadensis var. texensis 'Oklahoma' Oklahoma Eastern Redbud 8-10' ht as shown 3 Corn us olternifolio Pagoda Dogwood 2" cal. B&B as shown 1 Cornus controversy Giant Dogwood 2" cal. B&B as shown 12 Cornusflorido'Appalachian Snow' Appalachian Snow Flowering Dogwood 2" cal. B&B as shown 3 Diospyros virginiona American Persimmon 2" cal. B&B as shown 3 Ilex opaca American Holly 2" cal. B&B as shown 59 Juniperus virginiona Eastern Red Cedar 2" cal. B&B as shown 46 Magnolia grandiflora 'Little Gem' Little Gem Southern Magnolia 8'-10' ht as shown 2 Magnolia stellate 'Royal Star' Royal Star Magnolia 8'-10' ht, multi stem as shown 1 Magnolia x soulongeono 'Jane' Jane Saucer Magnolia 10'-12' ht as shown 8 Styrax joponicus Japanese Snowbell 6'-8' ht, multi stem as shown 2 Thujo oecidentalis Arborvitae 8'-10' ht. as shown Note: Unless noted otherwise, all trees to be staked, reference detail5/L6.80 1979 pcs SHRUBS 44 Aesculus parvifolia Bottlebrush Buckeye 10ga1. as shown 2 Aronia arbutifolia 'Brilliantissima' Brilliant Red Chokeberry 10 gal, as shown 16 Aronia melonocorpo 'Autumn Magic' Autumn Magic Black Chokeberry 10 gal. as shown 0 Buxus spp. American Boxwood 3 gal as shown 15 Buxusspp. American Boxwood 5 gal. as shown 0 Buxusspp. American Boxwood 10gaL as shown 11 Callicarpa'Purple Pearls' Purple Pearls Beautyberry 10 gal. as shown 103 Carpinus betulus Common Hornbeam 4' ht. as shown 347 Carpinus betulus Common Hornbeam 5' ht. as shown 68 Ceonothus omericonus New Jersey Tea 2'-3' ht. as shown 56 Cornus stolonifera 'Arctic Fire' 'Arctic Fire' Red Twig Dogwood 15 gal. as shown 14 Deutzio grocilis Deutzia 3 gal. as shown 173 Fothergilla gordenii Dwarf Fothergilla 2'-3' ht. as shown 79 Fothergilla 'MtAiry' 'Mt Airy' Fothergilla 3'-4 ht. as shown 3 Homomelis virginiana Witch Hazel 15 gal. as shown 241 Hydrangea paniculata Jane' Little Lime Hydrangea 10ga1. as shown 50 Hydrangea quercifolia Oakleaf Hydrangea 15 gal, as shown 14 Hydrangea quercifolia 'Pee Wee' 'Pee Wee' Oakleaf Hydrangea 10 gal as shown 115 Ilex verticillota 'Nana' Dwarf Winterberry 5 gal. as shown 5 as shown Ilex verticillota 'Winter Red' Winterberry 15 gal. 117 iteo virginica 'Henry's Garnet' 'Henry's Garnet' Virginia Sweetspire 10 gal, as shown 12 itecr virginica 'Little Henry' Dwarf Virginia Sweetspire 5 gal. as shown 10 Lovend ula x intermedia 'Nico' Lavender 3 gal. as shown 35 Lindera benzoin Spicebush 15 gal, as shown 17 Rosmarinus officinalis Rosemary 3 gal. as shown 111 Rhododenron spp. Rhododendron 10 gal. as shown 188 Viburnum acerifolium Mapleleaf Viburnum 5 gal. as shown 3 Viburnum nudum 'Brandywine' Brandywine Viburnum 4-5' ht. as shown 6 Viburnum nudum 'Bulk' Brandywine Viburnum 15 gal, as shown 24 Viburnur plicatum tomentosum'Moriesii' Doublefile Viburnum 15 gal. as shown 36 Viburnum x pragense Prague Viburnum 15 gal. as shown 64 Viburnum rhytidophyllum Leatherleaf Viburnum 7 gal. as shown sub.(1) 'Jim Dandy' for every (5) 'Nana' sub. (1)'Southern Gentlemen'for every (5)'Winter Red' exact species / cultivars TBD 16264 pcs HERBACEOUS 45 Achillea millefolium Yarrow 1 gal. 12" o.c. 3 Actoea racernoso Black Cohosh 1 gal. 24" o.c. 8 Agastache foeniculum Anise Hyssop 1 gal. 18" o.c. 85 Agastache 'Black Adder' Giant Hyssop 1 gal. 18" o.c. 30 Allium cernuum Nodding Onion 1 qt. 12" o.c. 25 Allium 'Mt. Everest' Mt. Everest Onion bulb as shown 60 Allium 'Purple Sensation' Purple Sensation Onion bulb as shown 40 Allium schubertii Tumbleweed Onion bulb as shown 23 Alllum 'Summer Beauty' Summer Beauty Onion 1 gal. 18" o.c. 30 Anethum graveolens Dill 1 qt. 12" o.c. 4 Anthruscus cerefolium Cervil 1 qt. 12" o.c. 656 Amsonio hubrichtii Arkansas Bluestar 1 gal. 24" o.c. 145 Amsonia 'Blue ice' Dwarf Bluestar 1 gal. 18" o.c. 120 Aquilegio canadensis Wild Columbine 1 gal. 12" o.c. 6 Aristolochia macrophyllo Dutchman's Pipe Vine 1 gal. as shown install using wire trellis system, see detail 9/1-6.80 8 Aruncus dioicus Goatsbeard 5 gal. 48" o.c. 5 Aruncus 'Hortio' Dwarf Goatsbeard 1 gal. 18" o.c. 10 Asarum eanodense Canadian Wild Ginger 1 cit. 12" o.c. 345 Aster novae-onglioe 'Purple Dome' New England Aster 1 gal. 18" o.c. 48 Athyrium fiGx-femina Lady Fern 1 gal. 12" o.c. 81 Baptisia a ustralis 'Purple Smoke' 'Purple Smoke' False Indigo 1gal. 24" o.c. 1195 Bouteloua gracilis'BlondeAmbition' Blue Gamma Grass 1 gal. 18" o.c. 261 Corex albicons Whitetinge Sedge 1 gal. 12" o.c. 555 Carex brevoir Plains Oval Sedge 1 gal. 12" o.c. 155 Carex flacca Blue Sedge 1 gal. 12" o.c. 275 Carex muskingumensis Palm Sedge 1 gal. 12" o.c. 420 Chasmanthium latifolium Inland Sea Oats 1 gal. 18" o.c. 8 Coriondrum sativum Coriander 1 qt. 12" o.c. 755 Deschampsia cespitosa 'Goldtau' Goldtat.l Tufted Hairgrass 1 gal. 18" o.c. 100 Echinacea 'Green Jewel' Green Jewel Coneflower 1 gal. 18" o.c. 663 Echinacea'Virgin' White Coneflower 1 gal. 12" o.c. 500 Echinacea paNda Pale Purple Coneflower 1 gal. 18" o.c. 313 Echinacea purpurea Purple Coneflower 1 gal. 18" o.c. 20 Epimedium grandiflorum Bishop's Hat 1 gal. 12" o.c. 19 Eupatoriurn purpureum 'Baby Joe' Joe Pye Weed 1 gal. 18" o.c. 35 Geranium moculotum Wild Geranium 1gal. 12" o.c. 10 Helleborus spp. Hellebore 1 gal. 18" o.c. 80 Heuchera villeroso 'Autumn Bride' Autumn Bride HairyAlumroot 1 gal. 12" o.c. 370 Liatris spicoto 'Kobold' Kobold Dwarf Blazing Star 1 gal. 18" o.c. 9 Liatrisspicata 'Alba' White Dwarf Blazing Star 1 gal. 18" o.c. 37 Mentho spicota Spearmint 1 cit. 12" o.c. 75 Monarda brodburiono Eastern Beebalm 1 gal. 12" o.c. 100 Narcissus Thalia' Snow White Daffodil bulb as shown 40 Nepeta racemoso 'Walker's Low' Walker's Low Catmint 1 gal 18" o.c. 8 Ocimum basilicum Basil 1 qt. 12" o.c. 1 PLANTING SCHEDULE 1_6.01 SCALE: NTS Planting Schedule Cont'd 5 Origanum vulgare Oregano 1 cit. 12" o.c. 13 Osmunda cinnomomea Cinnamon Fern 1ga1. 18" o.c. 755 Panicum virgatum 'Shenandoah' Shenandoah Switchgrass 1 gal. 24" o.c. 3 Passiflora incornota Purple Passionflower 1 gal. as shown 355 Penstemon digitalis Foxglove BeardtongUe 1 gal. 18" o.c. 165 Penstemon digitalis 'Husker Red' Husker Red Beardtongue 1 gal. 18" o.c. 2514 Penstemon hirsutus Hairy Beardtongue 1gal. 12" o.c. 35 Perovskia atriplicifolia Russian Sage 1 gal. 24" o.c. 12 Petroselinum crispum Parsley 1 cit. 12" o.c. 14 Phlox paniculata 'Blue Paradise' 'Blue Paradise' Garden Phlox 1 gal. 18" o.c. 100 Pycnanthemum muticum Short -Toothed Mountain Mint 1 gal. 18" o.c. 21 Salvia officianalis Sage 1 gal. 18" a.c. 23 Salvia x sylvestris 'Moinacht' May Night Sage 1 gal. 18" o.c. 65 Salvia x sylvestris 'Schn eeh ugel' Snow Hill Sage l gal. 12" o.c. 2545 Schizachyrium scoparium 'Standing Ovation' Little Bluestem 1 gal. 12" o.c. 70 Sedum spectabile'Stardust' Showy Stonecrop 1 gal. 12" c.c. 555 Sesleria autumnalis Autumn Moor Grass 1 gal. 12" o.c. 60 Solidago rugoso 'Fireworks' Rough Goldenrod 1 gal. 18" o.c. 1030 Sporobolus heterolepis Prairie Dropseed 1 gal. 24" o.c. 45 Stachys officinalis 'Hummelo' Hummelo Betony 1 gal. 18" o.c. 44 Thymus serpyllum Thyme 1 cit. 12" o.c. 35 Veronia lettermannii'Iron Butterfly' Iron Butterfly Ironweed 1gaL 24" o.c. 20 Veronica 'White Wands' White Wands Speedwell 1 gal. 18" o.c. 4755 pcs ANNUALS Seasonal species to be determined at owners discretion 4" pot 10" o.c. 0 sf PARKING AREA MIX 34% Athyrium filix femina varangustum 'Lady in Red' Lady in Red Fern "1 gal. 12" o.c. 33% Epimedium spp. Bishop's Hat 1 gal. 12" o.c. 33% Heuchera villosa'Autumn Bride' Autumn Bride Hairy Alumroot 1ga1. 12" o.c. 18400 sf PARKING AREA GROUNDCOVER MIX 25% Carex appalochica Appalachian Sedge deep plug 12" o.c. 25% Chasmanthium latifolium Inland Sea Oats deep plug 18" o.c. 25% Carex plantaginea Seersucker Sedge deep plug 12" o.c. 25% Deschampsia flex uosa Wavy Hai rgrass deep plug 12" o.c. 150 pcs Mertensia virginica Virginia Bluebells deep plug 18" o.c. planted throughout sedges & grasses in groupings 150 pcs Narcissussp. Daffodil bulb 6" o.c. planted throughout sedges & grasses in large drifts 28226 sf MEADOW MIX 1; 0.67 ACRES (29,9091 SF) @ 40LBS/ACRE = 26.8 LEIS OF SEED TOTAL Seed Lbs/Acre Scientific Name Common Name Comment 25 cover crop, sub. secale cerale if seeded Avena sativa Oats _ in fall 2 Agrostis perennans Autumn Bentgrass cool season grass 3 Bouteloua curtipendula Sidecats grama warm season grass 2 Elymus canadensis Canada Wild Rye cool season grass 8 Schizachyrium scoparium Little Bluestem warm season grass 15066 sf MEADOW MIX 2; 0.37 ACRES (16,256 sf) @ 40 LBS/ACRE =14.8 LBS OF SEED TOTAL Seed Lbs/Acre Scientific Name Common Name Comment 20 Avena sativa Oats cover crop, sub. secale cerale if seeded i n fall 2 Agrostis perennans Autumn Bentgrass cool season grass 5 Andropogon ternaries Split Bluestem warm season grass 2 Elymus canadensis Canada Wild Rye cool season grass 2 Schizachyrium scoparium Little Bluestem warm season grass 0.2 Achillea millefolium Common Yarrow perennial forb 1.2 Aster sag ittifoliu s Arrow -leafed Aster perennial forb 0.8 Baptisia alba White Wild Indigo perennial forb 0.8 Eryngium yuccifolium Rattlesnake Master perennial forb 0.8 Porthenium integrifolium Wild Quinine perennial forb 2 Penstemon digitalis Beardtongue perennial forb 0.2 Pycanthemum tenuifolium Narrowleaf Mountainmint perennial forb 2 Gypsophila elegans Baby's Breath annual forb 6899 sf MEADOW MIX 3; 0.16 ACRES (6,899 sf) @ 20 LBS/ACRE = 6.4 LBS OF SEED TOTAL Seed Lbs/Acre Scientific Name Common Name Comment 15 Avena sativa Oats cover crop, sub. secale cerale if seeded in fall 1.5 1.5 4 1 Agrostis perennans Elymus canadensis Schizachyrium scoparium Tridens flavus Autumn Bentgrass Canada Wild Rye Little Bluestem Purpletop cool season grass cool season grass warm season grass warm season grass 1 Asclepias tuberosa Butterfly Milkweed perennial forb 0.5 Aster laevis Smooth Blue Aster perennial forb 2 Chamaecrista fasciculata Partridge Pea perennial forb 1 Coreopsis lanceolata Lance Leaved Coreopsis perennial forb 2 Echinocea pallida Pale Coneflower perennial forb 1.8 Liatrisspicata Blazing Star perennial forb 0.8 Monarda fistulosa Wild Bergamot perennial forb 1.5 Penstemon digitalis Beardtongue perennial forb 1 Rudbeckia hirta Black Eyed Susan perennial forb 0.4 Solidago speciosa Showy Goldenrod perennial forb 3 Cosmos bipinnatus Cosmos annual forb 2 Papaverrhoeas Poppy annual forb 57940 sf LAWN Seed Lbs/Acre Scientific Name Common Name _ Comment 40 Festuca orundinacea Tall Fescue 55 Festuca ovine var. duriusculo Hard Fescue 115 Festuca rubra Creep Red Fescue 55 Festuca rubra sub. Commutate Chewings Fescue Note: 3790sf of lawn to be reinforced, refer to landscape plans for locations and civil drawings for structural soil detail 6204 sf LAWN Sod Scientific Name Common Name Comment 6204 Zoysia japonica Zoysiagrass Note: Refer to detail4/L6.81 for soil profile of zoysia event lawn 12 pcs SMALL CALIPER TREE 12 Betula nigra 'Cully' Heritage River Birch 6-8' ht, multi stem as shown 4148 pcs SHRUBS 3 Clethro olnifolia Summersweet 10 gal, as shown 6 Clethro alnifolia 'Hummingbird' Dwarf Summersweet 3 gal. as shown 4148 pcs HERBACEOUS 1495 Carex stricto Tussock Sedge 1 gal. 12" o.c. 400 Chasmanthium latifolium Northern Sea Oats 1 gal. 18" o.c. 265 Dryopteris marginalis Marginal Woodfern 1 gal, 18" o.c. 794 Iris cristato Crested Iris 1 gal, 12" o.c. 419 Juncus effusus Soft Rush 1 gal. 18" o.c. 125 Osmunda cinnamomea Cinnamon Fern 1 gal. 18" o.c. 310 Pycnanthemum muticum Short -toothed Mountain Mint 1 gal. 18" o.c. 340 Zizia aurea Golden Alexander 1 gal. 18" o.c. 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434,984,4158 www.nbwla.com 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 sp ecialtypoolmidfountain.com Irrigation Research & Design rtictTtt�rand. Virginia ft3�'112 € x•72�`t NO. Date Issues/Revisions 1 12.21.18 100% DD 2 03.29.19 50% CD 3 06.28.19 100% C D STAMP lax 7, ttss, b 28 19 a>� PROJECT NAME KESWICK h LANDSCAi iJ ALBEMARLE COUNTY, V I R G I N I A 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: J U N E 28, 2019 SCALE: AS SHOWN DRAWING NUMBER z EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 (2) CERCIS CANADENSIS, MULTI -STEM, 10'-12' HT - M, GOLF CLUB 0 10' 20' 40' 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com Irrigation Research Design Ncdirnond, Virginia ... lhled3.i;'ft i'£f3 S -_�n6 GFF.!.'U131 NO. Date Issues/Revisions 23 07.13.20 ASI-L23 STAMP PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE Entry Rd & Parking N. Tree Planting Ian DATE: J U LY 13, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L 6,6 1 0 NELSON B Y R D W0LT Z L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984,4158 www.nbwla.com NO. Date Issues/Revisions 3 12.12.19 ASI-1-3 STAMP m tomp W{N`J'Z H L&19 PROJECT NAME KESWIC K HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE ENTRY ROAD AND PARKING S. TREE PLANTING PLAN DATE: DEC 12, 2019 SCALE: I " = 20'-0" DRAWING NUMBER j (355) PENSTEMON HIRSUTUS, 1 GAL @ 12 O.C. ®" Q y : �r (55) ANNUALS, 4 POT @ 10 O.C. x/,�V o 453- + 60 ANNUALS, 4 POT @ 10 O.C. j j I l v 60 ECHINACEA PURPUREA, 1 GAL @ 18 O.C. � � y y y�:..:;•.�'. '.••.•'.•:.�:.':, .•'.�'.•''.•: •:�':•':•'..' :�'.•:.• . � -.•-�••�•� GOLF CLUB 11 N M 0 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com Irrigation Research & Design F�Gt�mand, ?4 �r�ir 35^iq; I✓.fFfit���`?tfiS'� �£af G�3; L'i:f?l. NO. Date Issues/Revisions 27 08.07.20 ASI-1-27 STAMP €: i o ak :. 11 06.19 PROJECT NAME 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE Entry Rd & Parking Understory Planting Plan DATE: AUGUST 7, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER 6,6 1 20b, NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 COVER CROP MIX I COVER CROP MIX 2 MEADOW MIX I MEADOW MIX 3 LAWN MULCH - ------------------------------------------------- ------------- ------------------- E CD C) N C) 0 U 0 O Q) (7 O n r) 0 Q) 0 V) 0 C LLJ r-1 . CD CD 0- Q) 0 CD Ln V) CD 0 0 y w- n U. ...... Q) n Cam! CD I-, 10 CD 00 NORTH ROAD D A Nt) NT/ K/NG RYPLANG PLAN Qj 0 0 0 . + �465� .." . . ...... . .. a k7 --------------- (95) ECHINACEA PURPUREA 'PAS702917', I GAL. @ 12" O.C. 15 DAIDTIQIA 'PURPLE (--A] (r—y) r)A"(—) (1) BAPTISIA 'PURPLE SMOKE', I GAL 9 24" O.C. HALL 0 10' 20' 40' N CD 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434-984,4158 www.nbwla.com 'A Irrigation Research & Design MO-mond, 'Arginia 2 �7 wvwif NO. Date Issues/Revisions 27 08.07.20 ASI-1-27 STAMP ICC 11.06.19 PROJECT NAME 100% CONSTRUCTION DOCUMENT PROJECT DRAWN BY: CP, KT, B , EM, W CHECKED BY: EG, CP DRAWING — Entry Rd & Parkinc S Understory Planting Plan DATE: AUGUST 7, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L6.13 10 Ll SEE PLANT LISTS FOR SPACING SCALE: 1 /4" = 1'-0" FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN Ln 0 cY; PLANT BED o CURB OR EDGE OF PAVEMENT N a� 4 PERENNIAL AND GROUNDCOVER PLANTING LAYOUT oL6.80 SCALE: 1 /2" = 1 '-0" 0 V, D s N 0 I J V) 0 co / V) Q I U i C HARDWOOD CHIPS FROM Ln TREES REMOVED ON SITE Q) c- x < � PATH (IF SHOWN) 4" MAX INCISED EDGE OF MULCH "'i PATH OR PLANTING BED o / 2% SLOPE ---®. EXISTING UNCOMPACTED SUBGRADE OR ADJACENT U PLANTING SOIL N '�'.� NOTE: LANDSCAPE ARCHITECT TO CD APPROVE MULCH SAMPLE Q' PRIOR TO CONSTRUCTION 0 n 4- U a) 0 n N CD CD 7� MULCH EDGE 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST (�'2 B & B SHRUB PLANTING DETAIL 1_6.80 SCALE: 1 /2" = 1'-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST IIIIIIIIIIIIIII�IIIII��lll,lllll�!IIIIII— II III��,I �, �,Illl��llllllll�i��� 2 X ROOTBALL DIAMETER MINIMUM 3 CONTAINER SHRUB PLANTING DETAIL 1_6.80 SCALE: 1 /2" = 1'-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING WEBBED STRAPPING, y ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. 2"x2"x6' MIN. HARDWOOD SET TOP OF ROOT CROWN 2" STAKES. USE 2 STAKES PER ABOVE ADJACENT GRADE TREE AND SET OUTSIDE ROOT PACKAGE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER J TREE PLANTING 2"-3" DOUBLE SHREDDED WATERING RING L6.80 siM HARDWOOD MULCH, TAPER AT TRUNK. MULCH TO WITHIN 2" OF TRUNK IN PLANTING AREAS. FINISH GRADE DEADMAN TREE ANCHORING REMOVE ALL WIRE & ROUGHEN SIDES OF SYSTEM ARBOR GUY MEDIUM / ANCHOR STRAP SYSTEM WITH �PLANTING HOLE STRING FROM ROOTBALL �i �/ / I / // �/' // ' DRIVE-IN HEAVY-DUTY AND ALL BURLAP FROM III ��,�A/�/\_� 2 �jj / jj j/ •%�` III= TREE PIT DEPTH=ROOTBALL ANCHORS, OR APPROVED EQ TOP /3 OF ROOTBALL DEPTH MEASURE BEFORE ... IIIII DIGGING TO AVOID I ` �� NOTE' FOR TREES PLANTED IN NATIVE BACKFILL SOIL III=1 1= OVEREXCAVATION 1 DECOMPOSED GRANITE, AMENDED WITH 15% —III=i \/�\�/` PROVIDE A COLLAR OF — III III —III, ,III- � � � �-III i i l I � �_ _. ORGANIC COMPOST = �=III—III DRIVE STAKES 6 TO 1 -0 INTO WASHED DECOMPOSED IIIIII IIIIII —I'IIIIII III UNDISTURBED SOIL BELOW COMPACT SUBSOIL ROOTBALL REMOVED, IEXTENTS S TB DTO FORM PEDESTAL 1 TO PREVENT SETTLING COORDINATE W/ LA 5 TREE PLANTING DETAIL L6.80 SCALE: 1 /2" = 1'-0" STEEL EDGE AT PLANTING L6.80 SCALE: 1" = V-0" 3 X ROOTBALL DIAMETER MINIMUM 4"X5' STEEL EDGING W/ 16"X15" STL STAKES WELDED @ 18" OC, 8" OVERLAP SEGMENTS ADJ PLANTING SOIL NOTE: SUBMIT SAMPLE OF STEEL EDGING FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO CONSTRUCTION 6 TREE ANCHOR DETAIL 1_6.80 SCALE: 1 /2" = l'-0" SS SUPPORT BASE (2) a"-16 UNC MOUNTING SCREW 16" SS WIRE 4"X 1 "X 1 "' SS POST MINIMUM EMBEDMENT OF 4", EPDXY ANCHOR FACE OF CONCRETE / STONE WALL SECTION 16" SS WIRE 4"X 1 "X 1 "' SS POST W/ HARDWARE NOTE: 1) PRODUCTS REFERENCED ARE FROM HAYN GREEN TRELLIS SYSTEM 2) FOR STUCCO WALLS, ADD ADDITIONAL 1"TO SCREW LENGTH 3) FOR LONGER SPANS, TRELLIS CROSS CLAMPS MAY BE NECESSARY 4) CONTRACTOR TO PRODUCE SHOW DRAWINGS OF TRELLIS LAYOUT FOR REVIEW PRIOR TO INSTALLATION 9 WIRE TRELLIS 1_6.80 SCALE: 1 " = 1 '-0" 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434.984,4158 www.nbwla.com NO. Date Issues/Revisions 3 12.12.19 ASI-L3 STAMP 11.06.19 xL� � r PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DATE: DEC 12, 2019 SCALE: AS SHOWN DRAWING NUMBER = L6.80 SCALE: 1 " = 1 '-0" V) / 2" DOUBLE SHREDDED HARDWOOD MULCH PLANTING SOIL 2" DRAINAGE, TYP. 2" DIMPLE DRAINAGE MAT WITH AGGREGATE FILL AND FILTER FABRIC WATERPROOFING AND PROTECTION BOARD, SEE ARCH DWGS. a 10 a INTENSIVE SOIL PROFILE SCALE: 1 1 /2" = 1'-0" 2 SHRUB PLANTING ON STRUCTURE DETAIL L6.81 SCALE: 1 " = 1 '-0" CANOPY TREE, SEE PLANTING PLANS AGGREGATE MULCH WITH NO FINES OR STABILIZER, SEE SPECIFICATIONS ROOTBALL ANCHOR SYSTEM GEOTEXTILE FABRIC Q 1-0 c� 02 fI f F­SLOPE TO DRAIN N d 11 1_ l I 1 I 1 1— 1 1.I 1 III r1 0 V, _ � 1 3 a� 3 TREE PLANTING ON STRUCTURE DETAIL U L6.81 SCALE: 1" = 1'-0" V) 0 N n J C) _J C'7 J E) Q r) U LO I 0 i V, a) (D V) i m 0 1-11 r) U N �t I O Q) V) S I U 0 n CD CD N 00 C) 2" MULCH LIGHTWEIGHT PLANTING MEDIA ROOTBALL ANCHOR SYSTEM DEADMAN -PLACE AT BOTTOM OF SOIL PROFILE 2" SAND DRAINAGE LAYER PLANTER GEOTEXTILE FABRIC PLANTER DRAIN MAT WATERPROOFING, SEE ARCH. DWGS. STRUCTURAL SLAB, SEE ARCH. DWGS REMOVE EXCESS SOIL TO EXPOSE STEM FLARE. SET CROWN OF ROOTBALL V ABOVE PLANTING SOIL REMOVE CONTAINER COMPLETELY 2" THK. MULCH LAYER TAPERED AT TRUNK/STEMS, SEE SPECS ROOFING ASSEMBLY, SEE ARCH. DWGS NOTE: 1. LOAMY SAND/COMPOST MIX: 3-PARTS LOAMY SAND TO 1-PART COMPOST BY VOLUME 2. LOAMY SAND/EXPANDED SHALE MIX: 2-PARTS LOAMY SAND TO 3-PARTS EXPANDED SHALE 3. COORDINATE DRAINAGE WITH CIVIL ENGINEER (8"-10" TYP) 4. LOAMY SAND/SANDY LOAM MIX MAY INCLUDE SOIL FIBERS FOR ADDITIONAL STRUCTURAL SUPPORT 11. 4 EVENT LAWN SOIL 1_6.81 SCALE: 1" = 1'-0" SOD, SEE PLANT SCHEDULE FOR SPECIES LOAMY SAND/COMPOST SEE CIVIL DRAWINGS FOR DRAINAGE DETAIL & LAYOUT LOAMY SAND/EXPANDED SHALE LOAMY SAND/SANDY LOAM EXIST SOIL 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434,984,4158 www.nbwla.com Irrigation Research Design ,_ ,YbI P>.>ff?�d�fQ)lil E'J$';2f!'f7 EY3f1# NO. Date Issues/Revisions 3 12.12.19 ASI-L3 STAMP fif <>ti: f l . 1 1 06 19 Y34°$ n PROJECT NAME PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE DATE: DEC 12, 2019 SCALE: AS SHOWN DRAWING NUMBER I �' 010 IWI 02 Q CD o� 0 N N nL, W nE W U n V) D i i 70 Vl U n C10 J C/) N 00 -,6 J J V) Q 0 i U i CD i a� En i C0 0 0 Q U N 0 0 U N O IZ N CD 10 CD 00 V) ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING WITHIN 5% OF PAVED PARKING AND PAVED AREA = 61,166 SF 3,058 SF 7,373 SF A PARKING LOT VEHICULAR AREA + ONE (1) LARGE 0.05 * 61,166 SF = LANDSCAPING AREA LANDSCAPING AREA OR MEDIUM TREE PER TEN (10) 3,058 SF WITH TREES OR SHRUBS WITH TREES OR SHRUBS PARKING SPACES 1 * (138 SPACES/10) = 14 TREES 56 TREES 40 TREES 14 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO TEN (10) 480,525 SF GROSS SITE* 0.1 = 48,053 SF 13,193 SF EXISTING 70,745 SF TOTAL PERCENT OF GROSS SITE ACREAGE 48,053 SF CANOPY RETAINED (13,193 SF EXISTING + 57,552 SF PROPOSED) NOTE: PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS SCALE: NTS 2 CONSERVATION PLAN CHECKLIST L6.82 SCALE: NTS 511t 06 Rage H sr� 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434,984,4158 www.nbwla.com 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com [rrigatiort research Design €Sty-#j2i7=7d NO. 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B 1 2 , 0 4 N a %--�U E L N B NY/ R FU- W L T Z I A N D S C A P E ARC H ITEECTS 31 0 East Market Street Charlottesville VA 22902 T' 434,984,1358 F 434.984A158 vvww.nbwIa.cor-n iz (D U U _j C) z z 0 LU U W z z 0 I NO. Date Issues/Revisions 1 03,09.18 1 00% SID 2 03,23.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION 6 04.26,. 1 9 PERMIT REVISION 7 10.02.20 PERMIT REVISION C ENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLU - ------------ --------- - -------- -- - D�AWING H rLE SITE DATE: SEPTEMBER 14, 2018 SCALE: ............ . 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NO. Date Issues/Revisions 1 03.09.18 1 00% SD 2 03.23.18 ITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION 6 04.26.19 PERMIT REVISION 7 10.02.20 PERMIT REVISION CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLU ------------------------------- -- ------- - -- - - ----- -- - ------ --- - ------------- --------- DRAMNG 11 fl ` SITE L-i H U" Tu M E T R DATE: SEPTEMBER 14, 2018 SCALE: . ............ ....... . .... DR A W: N G N.,M B E R L C 4p a I `0 (y) (D 0 0 LLJ V) U 0 U C7N 0 U rn sz -y X 1( A I -y -.6 71Tf ? � ";' , -, �J' I 'j.i ' . ", '. )J 2 b.0 0 6.0 '0.0 -0,0 b.o 0 0. 0 U�y ------ u-'r-'�-4"I: 0,0 A -7; 00 0 U 3 0.0 6,0 6. 0 0 9 b.n b.0 0,0 b.o 4 < . .. . . . ..0 0.0 o A '0 0bQb bo 6.o b.o b.0).0 b.oV- ) ,T� X b'0 6�i� 'Ib b, 0 '0.0 cv, C) 00 'o.0 0.0 '0'ci, ? Lo, b 04 b q b.o G.0 00 'f4 b'o b,o b.o b, r) b. 0 b.0 b 0 0.0 6.0 0.0 0 O'D 0.0 ........... A _q- 0.0 0.0 2, G b.,) o '0. 0 G b�o O. q b-0 0 b b.0! 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'51 ................ ............... ............. .......... ............. .............. .......... ............ ........................ ................ ................ ............... ......................... .................. - ............. ...... .... ... ............ ............... .. .. .... . . L I ........... ...................................... ... . ...... ................... ............................. .................................. ............... ................................................ ........... ............ ...................... .......................... ............. N PROJECT NO.: ISSN 1806 DRAWN BY: DF CHECKED BY: DLU - --- --------------- -1 - ---------- ------- ------------ - - DAWING TITLE SITE E T R Y DATE: SEPTEMBER 14, 2018 SCALE: E rt =V 16 . . . - - -- - - - .............. DRAWNG NUMBER LC 05 411 (1 I'qw-ze) LIGHT FIXTURE SYMBOL KEY GENERAL NOTES IN GRADE MARKER LIGHT LOW-LEVEL PATHWAY FIXTURE MONOPOINT MOUNTED DOWNLIGHT LIGHT POLE FIXTURE COLUMN MOUNTED LIGHT PENDANT MOUNT FIXTURE STEP LIGHT THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF THE CONTRACTOR SHAII VERIFY VERTICAL AND HORIZONTAL CLEARANCES, WHERE APPLICABLE, THE CONTRACTOR SHALL PROGRAM CONTROI SYSTEM AS ELECTRICAL DRAWINGS. EXCEPT WHERE INDICATED OTHERWISE, THE LOCATION CORRECT CEILING TRIMS, AND AIR HANDLING REQUIREMENTS (IF ANY) FOR All REQUIRED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE INSTALLATION. AND SELECTION OF ANY EIFCTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO FIXTURES PRIOR TO ORDERING. THE LIGHTING SHALL BE BY OTHERS. THE CONTRACTOR SHALL INCLUDE UNIT FIXTURE COSTS IN ALL BIDS. THE CONTRACTOR SHALL VERIFY ALL FIXTURE AND CONTROL IOCATIONS WITH NO SUBSTITUTIONS SHALL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL THE DESIGNER PRIOR TO ORDER. SWITCHED WALL OUTLETS AND FLOOR OUTLETS TO BE LOCATED BY INTERIOR FROM LIGHTING DESIGNER. DESIGNER. THE CONTRACTOR SHALL COORDINATE ALL PAINTED FLANGES AND TRIMS ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE THE SPECIFIED RECESSED FIXTURES TO MATCH ADJACENT CEILINGS. LAMPS AND EXACT LOCATION OF DECORATIVE FIXTURES MOUNTING HEIGHTS AND HANGING CODES. REFLECTORS MUST BE REMOVED PRIOR TO PAINTING. HEIGHTS TO BE DETERMINED BY ARCHITECT OR INTERIOR DESIGNER. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE, ELECTRICAL CABLE, FOR ALL HATCHED AREAS, REFER TO THE ELECTRICAL ENGINEERING DRAWINGS. FOR ALL FULL OR HALF HOT DIMMED OUTLETS USE LUTRON DUPLEX OR HALF DIMMED TIMERS, TRANSFORMERS, ETC., AS REQUIRED FOR COMPLETION OF INSTAL-LATION. RECEPTACLES PART #NTR-I5-DFDU OR NTR-I5-HFDU. LAMPS MUST BE FITTED WITH WHERE FIXTURES REQUIRE REMOTE TRANSFORMERS AND/OR DRIVERS, MATCHING PLUG #RP-FDU-10 1"N'E L S 0 rN, B Y m U 0" _...,. Wu'*'� L T Z L..ARIDSCAPE ARCHITECTS 3"10 East Market Street Charlottesville VA 22902 T 434.984,1353 F 434.934,4153 \Am,v,nbwla.com _j _j 0 U U Z L z e LU 1,. w P'7 S dx 0�2 NO. Date Issues/Revisions 1 11.06.19 ASIWLI 9 03.20.20 ASI-L9 10 10.02.20 PERMIT REV PROJKa NAME K ES I HALL ' CAPE AL BE ARLE COUNTY, V I R G I N I A 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: DLU CHECKED BY: MVK DRAWING TT! SITE T. DATE, MAR 20, 2020 SCALE: 1:20 DRAWING NUNABER LL LT1.01 LIGHT FIXTURE SYMBOL KEY GENERAL NOTES IN GRADE MARKER MIGHT LOW-LEVEL- PATHWAY FIXTURE MONOPOINT MOUNTED DOWNLIGHT LIGHT POI E FIXTURE COLUMN MOUNTED LIGHT PENDANT MOUNT FIXTURE STEP LIGHT THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF THE CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL CLEARANCES, WHERE APPI ICABI E, THE CONTRACTOR SHAI I PROGRAM CONTROL SYSTEM AS ELECTRICAL DRAWINGS. EXCEPT WHERE INDICATED OTHERWISE, THE LOCATION CORRECT CEILING TRIMS, AND AIR HANDLING REQUIREMENTS (IF ANY) FOR ALL REQUIRED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE INSTALLATION. AND SELECTION OF ANY ELECTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO FIXTURES PRIOR TO ORDERING. THE LIGHTING SHALL BE BY OTHERS. THE CONTRACTOR SHALL INCLUDE UNIT FIXTURE COSTS IN ALL BIDS. THE CONTRACTOR SHALL VERIFY ALL FIXTURE AND CONTROL LOCATIONS WITH NO SUBSTITUTIONS SHALL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL THE DESIGNER PRIOR TO ORDER. SWITCHED WALL OUTLETS AND FLOOR OUTI FTS TO BE LOCATED BY INTERIOR FROM LIGHTING DESIGNER. DESIGNER. THE CONTRACTOR SHALL COORDINATE ALL PAINTED FLANGES AND TRIMS ON THE CONTRACTOR SHAII BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE THE SPECIFIED RECESSED FIXTURES TO MATCH ADJACENT CEILINGS. LAMPS AND EXACT LOCATION OF DECORATIVE FIXTURES MOUNTING HEIGHTS AND HANGING CODES. RFFI ECTORS MUST BE REMOVED PRIOR TO PAINTING. HEIGHTS TO BE DETERMINED BY ARCHITECT OR INTERIOR DESIGNER. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE, FI FCTRICAL CABLE, FOR ALL HATCHED AREAS, REFER TO THE ELECTRICAL ENGINEERING DRAWINGS. FOR AI I_ FULL- OR HALF HOT DIMMED OUTLETS USE LUTRON DUPLEX OR HALF DIMMED TIMERS, TRANSFORMERS, ETC., AS REQUIRED FOR COMPLETION OF INSTALLATION. RECEPTACLES PART #NTR-I5-DFDU OR NTR-I5-HFDU. LAMPS MUST BE FITTED WITH WHERF FIXTURES REQUIRE REMOTE TRANSFORMERS AND/OR DRIVERS, MATCHING PLUG #RP-FDU-I0 0-10 East Market Street Charlottesville VA 22902 T 434,984,1058 F 434,984,4158 �Nww.nbwla.cam { U �a �. LIJ u z ci c r i .. a ... S^3 NO. Date Issues/Revisions 1 11.06.19 ASI-L1 10 10.02.20 PERMIT REV STAMP 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSN 1806 DRAWN BY: DLU CHECKED Y:1MV DRAW :'JG TITLE SITE LIGHTING DATE: NOV 6, 2019 SCALE: 1:20 DRAWING NU,1ABER LL LT1.0�