Loading...
HomeMy WebLinkAboutSDP201500044 Plan - Revision 2015-11-23BRANCHLANDS MEMORY CARE &ASSISTED LIVING SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. SCIENTIFIC NAME CHARLOTTESVILLE, VA 22902 NO TELEPHONE: 434 - 327 -1688 TOTAL(SF) CONTACT: CRAIG KOTARSKI, P.E. DOWNY SERVICEBERRY CRAIG.KOTARSKI @TIMMONS.COM 130 TAX MAP PARCEL: 61Z -3 -5A BETULA NIGRA'HERITAGE' LIMITS OF DISTURBANCE: 1.36 AC 11 ZONING: PUD, SPECIAL USE PERMIT 2014 (SP201400010), ZONING MAP AMENDMENT (ZMA 198000026), SPECIAL USE PERMIT 1980 (SP198000063) MAGISTERIAL DISTRICT: RIO 6 SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP CORNUS FLORIDA 2815 N AUGUSTA ST 4 SUITE C 496 STAUNTON, VA 24401 PINK FLOWERING DOGWOOD TELEPHONE: 540 - 885 -0920 124 CONTACT: PAUL HUBER CHIONANTHUS VIRGINICUS PAUL.HUBER @TIMMONS.COM SURVEY CONDUCTED: JANUARY 17, 2014 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: OFT REAR: 20FT SIDE: 20.5FT(SW PROPERTY LINE, OFT OTHERWISE) BUILDING HEIGHT: 62'(4 - 12' FLOORS OVER 14' BASEMENT) BUILDING SQUARE FOOTAGE: 85,730 SF BUILDING FOOTPRINT: 19,763 SF OPEN SPACE PROVIDED: 0.31 ACRES (31.96 %) PROPOSED USES: HEALTHCARE PROPOSED UNIT: 83 TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.91 ACRES WETLAND IMPACTS: NONE UTILITIES: ACSA DRAINAGE DISTRICT: MEADOW CREEK WATERSHED PARKING: PARKING REMOVED: 21 SPACES PARKING ADDED: 22 SPACES NET GAIN: 1 SPACES MANAGED STEEP SLOPES ARE LOCATED WITHIN THE PROJECT LIMITS. SEE SHEET COA. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. TREE CANOPY CALCULATIONS SCIENTIFIC NAME COMMON NAME NO CANOPY (SF) TOTAL(SF) AMELANCHIERARBOREA DOWNY SERVICEBERRY 6 130 780 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 11 535 5885 CERCIS CANADENSIS REDBUD 6 124 744 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 4 124 496 CORNUS FLORIDA "RUBRA" PINK FLOWERING DOGWOOD 4 124 496 CHIONANTHUS VIRGINICUS FRINGE TREE 9 125 1125 JUNIPERUS VIRGINIANA "IDYLLWILD" IDYLLWILD JUNIPER 5 16 80 LAGERSTROEMIA'NATCHEZ' NATCHEZCRAPEMYRTLE 15 77 1155 MAGNOLIA SOULANGIANA "ALEXANDRINA" ALEXANDRINA SAUCER MAGNOLIA 2 145 290 TOTAL PROVIDED= 11051 REQUIRED = 10% * 0.97AC (SITE AREA)= 4225.32SF MAJOR SITE PLAN AMENDMENT SDP 200100102 COUNTY OF ALBEMARLE, VIRGINIA 8/24/2015 B E R K E L E Y Starbucks a % Charlottesville Oy Fashion Square Mall non w e a I t h ; yi Wood Grill Buffet " "VESTFIELL 142 7 Z �, SITE LOCATION ANDS 176� 2% CHAPEL H BRANCHLAN S RETIRE VILLAGE Q� VICINITY MAP SCALE: 1" = 11000' OWNER: WIAL LLC 12095 GAYTON ROAD RICHMOND, VA 23238 CONTACT: GRAHAM ALDELMAN EMAIL: CAM BRIDGEHEALTH @MSN.COM OWNERS REPRESENTATIVE: MILESTONE PARTNERS 300 2ND ST NE CHARLOTTESVILLE, VA 22902 CONTACT: L.J. LOPEZ TELEPHONE: (434) 245 -5803 EMAIL: LLOPEZ @MILESTONEPARTNERS.CO ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327 -1688 Sheet List Table Sheet Number Sheet Title CO.0 COVER C0A MANAGED STEEP SLOPES OVERLAY C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN VIRGINIA DEPA RENT OF TRANSPORTATION HEALTH ]DEPARTMENT C4.0 SITE LAYOUT C4.1 SITE LAYOUT C6.0 PROFILES E1.0 PHOTOMETRIC PLAN E2.0 LIGHTING CUTSHEETS L -1 GARDEN LANDSCAPE PLAN L -2 LANDSCAPE DETAILS TOTAL: 13 SHEETS APPROVAL., DATE_ DEPARTMENT OF CO2MNf ITY .DEVELOPTTENT PLANNE- /ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPA RENT OF TRANSPORTATION HEALTH ]DEPARTMENT NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 000000, • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology #R.�� Q CRAIG V? J. KO TARS KI Lic. No. 0402048507 SEAL KEY PLAN Perldiis ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: COVER SCALE: AS NOTED C0.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / / /Z c MHD (W/ 4'S TA CK) V�� / /' 12" DEC v0 �vI � VA,� / / / 12" DEC TOP= 427.88' % Gp� GG\� INV. SECTION 1 FLOOR = 423.66' ��. /// GQ ��'• lj // ' \ / / INV. 1N= 419.77 12 RCP \ INV. BOT= 414.97' 36" RCP OBSERVED *NOTE. STRUCTURE BURIED 2' SD CURB INLET BELOW GRADE TOP = 431.88' 8 //' '' "DEC �� -L 8 "DE / `\ / / INV. OUT = 422.58' 12 "RCP / I / / OJT I PARKING ° . ,� , �o � �� ' I I �ii' /' / / G I PARKING LOT LOTS \ 8 DE P� \ I I i'� /' . 8" DEC „DEC DEC CANO A / / CANO / 1VA 02� G� I EC � FFE =43 '' / / \�'j' �` I 5 ���6 Q 0 R36 EC � FFE =436. 12" RCP 001r 4� QG ;A \ 0 / / �' \ G��g HVAC UNITS 2 /ice / ' c 6 1 Q O HVAC UNITS 2 tP �� ' I / 2.75'x \\ \ I b P 1cb1 ' 1 / a ( ) DEC 2.75' DEC � 2.75'x 2.75' o v / (l (ON CONC. PAD) ON CONC. PAD / i/ 1 / �/' / 10 DEC I �, ,, vj� �\ CMG ( 10 DRAINAGE ESMT. I / / / a O, 0 , / � / , i / M 10 DRAINAGE ESMT. I �, / / ®• M APPROXIMATE / / I I / , I 10 /I' / / A I a d A� c� F`o G.� 6 C ��� G- 5 , ' ' ' I /�\ I 0 /� / ' /� ® v / �A� ( ) , I /r 'I,' /' / 6 %� IRON (F) \ I .���c , �r �� l "0 \' q yA �� (APPROXIMATE) / / I /I / / / r. �> N I ® v � �' AG 6 C DB. 1497, PG. 193 , / / I I j / cso : / / v v I s " v G/ / j­ \)\­ 5& DB. 1497, PG. 193 / / / I i i i / / / cPo h , '� / PARKING 1 cPo /. , / PARK G 1 \ ' ' 0� `� / �� l ^ V A SPACE V / / // / o `, ' Q' \ 5P \ O / / a? / = 13 SPA C l SP�� / , HVAC UNITS (2) HVAC UNITS 2 / / , S i o 2.75'x2.75' / �' 'O / / / qQj � � � A ` / 2.75'x 2.75' /7t (ON CONC. PAD) / / / / / ' V v �� (ON CONC. PAD) I CONC. GQ , / �O� \ \ / a STOOP ' / ' – ' ' /' a STOOP IRON (F) MHD TOP = 420.11' v v or, / ct �� / %� / �l / / i c''o ♦ Ff 16.96' 12" RCP C ,P (FROM NE) �' ' G, o FFE= 444.88' / � / �5�' / /, •� is G� � � O FFE= 444.88' 3.11± 36 RCP 1 � 7 ` oy / 1 I BRICK WALL / GAS -LINE ( -/ � \ 14nID�C / ^� �' ' , i �a � I �'.� BRICK WALL APPROX. I V %/ v I c'o / / _ I (� w) (TYP) _ _ \ I _ _ RETAINING �y �C, / / / RETAINING G �`J V A WALLS (1' W) WALLS (I' W) SEE NOTE 3 4 I ' CONC. 2 8 V� G ' �� (GRAVEL PAD '/ A A \ \ _ / STEPS i i� �' A �f/� ' 42 I 1 \ V A i _V_ - REMNANTS, i� '� ' - - /t I I \ / (4 / // / / ' / / • ' ' - - - i I \ I � THIS AREA) / / - I , 9 < G Rfh./ I I / V / / i / 0. V �`� / ON \ V �D CLIIRB INLET I � / � �� ��� \ � A v 1,•\ •�• �a, , ,/ ��= 26. 8, � j ,,� , / // / �� / I 1 SI`I I lj0 / , i / I . STEPS�(3) I ice! NO PARKING /' // (F) \ \� \ % / ,' / / , ' ��/' / (LOADING) C/T= 418.83 G / - 1 \ / / / I (`� / AMP 61Z 3 =5A / ; i / / 3�MP 61Z - -3 5A / l �� / ,� / ' \ \ , i i / / J 1 \ / IRON F ' / P \ I , 2 WEAL; LLC \ / / /. / / / % P� i ' ' / 5 WAL,'ILLC -12 R P I /. / r I / - / l T /' i / / /� (PHASE,2B Bfj?ANCHL j1ND / / / / / / / �� k,'� V cr �\ / %/ / , / (PHASE12B, BgANCHLl NDS �RETi1R�MENT VILLA / / / / / / � / ' �0 �� '� 'DB. 35 1 PG. 67 ASA LT / � / / / �1 • I G Q. \ � �� \� PP�PG�GS V P5 � G / A � � '� vv �� vv _ _ � /', / �, � � ' /1' /RETIREMENT VILLA(�E) / / / / / Q 1 v / \ - � v / / i/ DB. 354 1, PG. 671 / / / REIIdNANTS IN o OD \' \ \ - - - > / ' i / (PG. /72, PLATS (PG. /72, PLAT) / I / / / O i '� ! / ZONED: PUD' I I / 3 15' VEPCO ESM ZCENED: PUD' \ / � I � �y T. \ `. / \ � \ � \�� �� / � ' / � ' % / ' , � � DB. 855, PG. 275 \ \ \ �/ R / A/ CENTEL ESMT. / i / / / ♦ I II / \ \ DB. 786, PG. 494 V _ ,' / ' / ,' 1 \ *APPROXIMATE LOCATION \ A c� 444 V ' \�� (SEE NOTE 5) \ 20' SANITARY \. �� \ - ' / / ' / / I l I v ��� / \ 20 SANITARY SEWER ESMT. A'. - - , / / 6" PVC DRAII�IAGE PIPE / I 1 I >(\ v A'� / / A s _ / / I I I v / SEWER ESMT. A \ DB. 1559, PG. 404 / \� \ �� �° /' OBSERVED; , / / / / 1 v v QA / /� 5 \ / �� / / I I 1 4�3 _ a I�, 1 _ / / / / v v v / �G. I DB. 1559, PG. 404 R0UTEAiOT DETERMINED INV. = 418.87' SD CUO INLET TO,P= 440.71' \ INV. 1N= 435.53 12 RCP / l \\ \ I \ << \ 44 I / / O CONC, tt 15" D C / 1 / / / 2 )l C' \ � ,/NV. OUT = 43;3.53' 12" RCP / I , I > // v 11 sW I fir' o i \ I / = / / v /� I `vise 15" DFC � I I ONC. TEPS (3) I / \' I ` 111 I / O s TEPS (3) I I W/ RAIL � A A V I / � e / �' W1 RAIL 37 2b,, OAK �s l \ / �� c� \ V / I / / 1 ♦ – – / 2bT OAK O l l/ l / / l / Yi' BLOCK wALLI Z 51 Lnr/ V 6 V 1 / 441 / 1 \ / I\ \\ ' / DO / / / / // 1' W (rte \ / O l 1 / I n (L SA) DEC v 1 V l / / l /, ( ) r„ I l \ / (1 \ \ I , , � �L -- � � I \ 4 „DEC \ II / GAZEBO \ \ \ \ I / I / / / / /• z / GAZEBO \ I \ ON CONC. 11 l� A 1 A I l / l V ON CONC. 11 PAD II \ / \\ � \ `° • \\ I // i / / /� % l I � � \ PAD I I \ l 4 8” DEC 6 s VA� V A\ I // /// / // / / / \ I/ 8 „DEC V12- OAK \ 6” OAK \ �c5` \ \� J / / / V12 OA \ 6" OAK G —� I V ' 1 \ — 1 G� /f ON ) \\ - \ \ \\ 1 f ON ) \ \ \ 11 ES 1 \ 1 (APPROX. LOCATION) \ \ �`�• MHD / GROUND = 440.59' RECORD DATA INDICATES `// RB s\w T STORM MANHOLE STR; G� / w T LOCATION PER MAGNETIC '/ / / / \ / RO � F) ,- D B INLET / RO F) . SIGNAL, BELOWASPHALT SD GRATED INLET \ ! /'i' T - 39.73' % v (2.5'x2.5) �� INV. 1N= 430.23' 12 "RCP J c INV. OUT - 430.18' 12 "RCP / �¢ �V TOP = 422.36' ' / sr 5�,� INV. BOT= 420.10' P d P P ff 0 WWO W I 1 INV. 12" RC 15" RCP 3 S, EXISTING CONDITIONS MANAGED STEEP SLOPES co CD Q Z SCALE 1 " =20' 0 20' 40' LAYOUT PLAN MANAGED STEEP SLOPES co OD Q z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS •0a • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434 295.8317 www.timmons.com Site Development l Residential l Infrastructure l Technology L I o' 1A CRMG W J.14-OTARSK1 Lic. No. 0402048507 �01NAL SEAL KEY PLAN Perliffis Lastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: MANAGED STEEP SLOPES OVERLAY SCALE: - - -- C0.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / Rfh./ I I / V / / i / 0. V �`� / ON \ V �D CLIIRB INLET I � / � �� ��� \ � A v 1,•\ •�• �a, , ,/ ��= 26. 8, � j ,,� , / // / �� / I 1 SI`I I lj0 / , i / I . STEPS�(3) I ice! NO PARKING /' // (F) \ \� \ % / ,' / / , ' ��/' / (LOADING) C/T= 418.83 G / - 1 \ / / / I (`� / AMP 61Z 3 =5A / ; i / / 3�MP 61Z - -3 5A / l �� / ,� / ' \ \ , i i / / J 1 \ / IRON F ' / P \ I , 2 WEAL; LLC \ / / /. / / / % P� i ' ' / 5 WAL,'ILLC -12 R P I /. / r I / - / l T /' i / / /� (PHASE,2B Bfj?ANCHL j1ND / / / / / / / �� k,'� V cr �\ / %/ / , / (PHASE12B, BgANCHLl NDS �RETi1R�MENT VILLA / / / / / / � / ' �0 �� '� 'DB. 35 1 PG. 67 ASA LT / � / / / �1 • I G Q. \ � �� \� PP�PG�GS V P5 � G / A � � '� vv �� vv _ _ � /', / �, � � ' /1' /RETIREMENT VILLA(�E) / / / / / Q 1 v / \ - � v / / i/ DB. 354 1, PG. 671 / / / REIIdNANTS IN o OD \' \ \ - - - > / ' i / (PG. /72, PLATS (PG. /72, PLAT) / I / / / O i '� ! / ZONED: PUD' I I / 3 15' VEPCO ESM ZCENED: PUD' \ / � I � �y T. \ `. / \ � \ � \�� �� / � ' / � ' % / ' , � � DB. 855, PG. 275 \ \ \ �/ R / A/ CENTEL ESMT. / i / / / ♦ I II / \ \ DB. 786, PG. 494 V _ ,' / ' / ,' 1 \ *APPROXIMATE LOCATION \ A c� 444 V ' \�� (SEE NOTE 5) \ 20' SANITARY \. �� \ - ' / / ' / / I l I v ��� / \ 20 SANITARY SEWER ESMT. A'. - - , / / 6" PVC DRAII�IAGE PIPE / I 1 I >(\ v A'� / / A s _ / / I I I v / SEWER ESMT. A \ DB. 1559, PG. 404 / \� \ �� �° /' OBSERVED; , / / / / 1 v v QA / /� 5 \ / �� / / I I 1 4�3 _ a I�, 1 _ / / / / v v v / �G. I DB. 1559, PG. 404 R0UTEAiOT DETERMINED INV. = 418.87' SD CUO INLET TO,P= 440.71' \ INV. 1N= 435.53 12 RCP / l \\ \ I \ << \ 44 I / / O CONC, tt 15" D C / 1 / / / 2 )l C' \ � ,/NV. OUT = 43;3.53' 12" RCP / I , I > // v 11 sW I fir' o i \ I / = / / v /� I `vise 15" DFC � I I ONC. TEPS (3) I / \' I ` 111 I / O s TEPS (3) I I W/ RAIL � A A V I / � e / �' W1 RAIL 37 2b,, OAK �s l \ / �� c� \ V / I / / 1 ♦ – – / 2bT OAK O l l/ l / / l / Yi' BLOCK wALLI Z 51 Lnr/ V 6 V 1 / 441 / 1 \ / I\ \\ ' / DO / / / / // 1' W (rte \ / O l 1 / I n (L SA) DEC v 1 V l / / l /, ( ) r„ I l \ / (1 \ \ I , , � �L -- � � I \ 4 „DEC \ II / GAZEBO \ \ \ \ I / I / / / / /• z / GAZEBO \ I \ ON CONC. 11 l� A 1 A I l / l V ON CONC. 11 PAD II \ / \\ � \ `° • \\ I // i / / /� % l I � � \ PAD I I \ l 4 8” DEC 6 s VA� V A\ I // /// / // / / / \ I/ 8 „DEC V12- OAK \ 6” OAK \ �c5` \ \� J / / / V12 OA \ 6" OAK G —� I V ' 1 \ — 1 G� /f ON ) \\ - \ \ \\ 1 f ON ) \ \ \ 11 ES 1 \ 1 (APPROX. LOCATION) \ \ �`�• MHD / GROUND = 440.59' RECORD DATA INDICATES `// RB s\w T STORM MANHOLE STR; G� / w T LOCATION PER MAGNETIC '/ / / / \ / RO � F) ,- D B INLET / RO F) . SIGNAL, BELOWASPHALT SD GRATED INLET \ ! /'i' T - 39.73' % v (2.5'x2.5) �� INV. 1N= 430.23' 12 "RCP J c INV. OUT - 430.18' 12 "RCP / �¢ �V TOP = 422.36' ' / sr 5�,� INV. BOT= 420.10' P d P P ff 0 WWO W I 1 INV. 12" RC 15" RCP 3 S, EXISTING CONDITIONS MANAGED STEEP SLOPES co CD Q Z SCALE 1 " =20' 0 20' 40' LAYOUT PLAN MANAGED STEEP SLOPES co OD Q z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS •0a • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434 295.8317 www.timmons.com Site Development l Residential l Infrastructure l Technology L I o' 1A CRMG W J.14-OTARSK1 Lic. No. 0402048507 �01NAL SEAL KEY PLAN Perliffis Lastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: MANAGED STEEP SLOPES OVERLAY SCALE: - - -- C0.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. 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 SHALL 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 A117.1 -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 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 CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. TO THE DEPTH OF CURB MA` A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A -3 CONCRETE CONTINUE STONE BASL FROM ADJACENT PAVEMENT SECTION UNDER CURB "-suor.1 VDOT STANDARD CG -3 No Scale 2" R �4n_ Ilu 13" �\ / a a \ 41 a \ 4 p4 Q 4 CONC CURB AND GUTTER CLASS 3A, (f'c =3,000 PSI) CONCRETE a 7" 4 4 4 Q 4 4 4 4 a a 4" MIN. °o °\ ° o° ° ]\ \o\ °O ° v v /v\v ,v I-- 6" 6" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale FINISHED 12" MIN (TYP.) 1.5 "DIA GALV RAIL (TYP.)-- 12" (TYP.) vs° � WASH 1/2" R �- a (MAX.) n o 0 0 0 0 5" 1' -4 a o 12" MIN (TYP.) +mtsli EX P. (TYP.) 2' -10" JOINT FINISHED GRADE EXP. CONCRETE JOINT \,_7_ �4 #3 REBAR (12' O.C.) 1/8' WASH 5" # 57 STONE 8" c 1 (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2' -2" AT SPLICES NOTES: V -4" COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS No Scale 4" TOP OF CURB \\\\ 18" \/ j \/ j\ a \\ / \ VDOT STANDARD CG -2 CURB No Scale SURFACE BASE VDOT A -3 CONCRETE SUBBASE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB TOP OF CURB 6" SURFACE VA \VA\\ BASE 12 \VAA\VAA\ a d \\ \ \\ \\ �\ //X d FLUSH CURB No Scale LEGEND stgQ stgQ 0Q 0Q- stgQ 000 FIRE HYDRANT ® WATER VALVE 0 0 0 0 0 0 0 STORM DRAINAGE MANHOLE (MHD) ® STORM DRAINAGE GRATED INLET RCP REINFORCED CONCRETE PIPE QS SANITARY MANHOLE (MHS) PVC POLY -VINYL CHLOR/DEP/PE ❑T TELEPHONE PEDESTAL �S UTILITY POLE o-* LIGHT POLE ID ELECTRIC BOX ED ELECTRIC VAULT -SAN SAN/TARYP/PE UGi UNDERGROUND TELECOM UTILITY G UNDERGROUND GAS UTILITY (APPROX SEE NOTE X) x FENCE 0 CENTERLINE SWALE /DITCH 00 EDGE OF PAVEMENT (EP) 0 VEGETATION / TREE LINE DECIDUOUS TREE (DEC) CONIFEROUS TREE SHRUB / HEDGE LINE EG EDGE OF GRA VEL SW SIDEWALK -u SIGN ESl!?- EASEMENT DE: DEED BOOK PG. PAGE (F) FOUND (PROPERTY CORNER) 00 STORM PIPE & STRUCTURE NO. 100 O DROP INLET & STRUCTURE NO. 200 EXISTING CONTOUR 200 PROPOSED CONTOUR 240.50 PROPOSED SPOT ELEVATION • TC =TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS APPROX. = APPROXIMATE TO THE DEPTH OF CURB MA` A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A -3 CONCRETE CONTINUE STONE BASL FROM ADJACENT PAVEMENT SECTION UNDER CURB "-suor.1 VDOT STANDARD CG -3 No Scale 2" R �4n_ Ilu 13" �\ / a a \ 41 a \ 4 p4 Q 4 CONC CURB AND GUTTER CLASS 3A, (f'c =3,000 PSI) CONCRETE a 7" 4 4 4 Q 4 4 4 4 a a 4" MIN. °o °\ ° o° ° ]\ \o\ °O ° v v /v\v ,v I-- 6" 6" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale FINISHED 12" MIN (TYP.) 1.5 "DIA GALV RAIL (TYP.)-- 12" (TYP.) vs° � WASH 1/2" R �- a (MAX.) n o 0 0 0 0 5" 1' -4 a o 12" MIN (TYP.) +mtsli EX P. (TYP.) 2' -10" JOINT FINISHED GRADE EXP. CONCRETE JOINT \,_7_ �4 #3 REBAR (12' O.C.) 1/8' WASH 5" # 57 STONE 8" c 1 (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2' -2" AT SPLICES NOTES: V -4" COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS No Scale 4" TOP OF CURB \\\\ 18" \/ j \/ j\ a \\ / \ VDOT STANDARD CG -2 CURB No Scale SURFACE BASE VDOT A -3 CONCRETE SUBBASE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB TOP OF CURB 6" SURFACE VA \VA\\ BASE 12 \VAA\VAA\ a d \\ \ \\ \\ �\ //X d FLUSH CURB No Scale T VDOT A -3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 6" TYPE 21 B AGGREGATE BASE COURSE A�O���A��VA���� COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale stgQ stgQ 0Q 0Q- stgQ 000 0 0000000 0 0 0 0 0 0 0 0 0 T VDOT A -3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 6" TYPE 21 B AGGREGATE BASE COURSE A�O���A��VA���� COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21 -B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT > VENNEEMMAMER/ SAWCUT THROUGH MATCH EX. CROSS U EX. SURFACE Lu SLOPE UNLESS OTHERWISE X COURSE W 0 0 0 0 0 0 0 SURFACE 2" + COURSE 0 0 0 0 00 0 0 0 0 0 0 0 0 0 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 2.5" INTERMEDIATE BASE COURSE - BM25.0 8" TYPE 21 -B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT \ I EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale R= Y4" CONTROL JOINT SPACED 1 AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK °d \ \\ \\ \\ \\ \\\ \ \\\\ \\ \\ \\ \\ \\ \ \\ \\ \\\\\\\ COMPACTED SUBGRADE 4" 21 -B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% x�x�� a d ° \V�\VA\\ 4" 3,000 PSI AIR - ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" 4 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE \o\o\o\o\o\o\0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) C= DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale RESERVED I RESERVED PARKING U LENGTH PBVALTY PENALTY 0.5' FROM F/C $W - $500 RNE $M - $500 RE 5" TOW AWAY ZOPE TOW AWAY ZONE I I -T 0 0 0 0 0 0 0 VAN 6' ABOVE AISLE 6' ABOVE ANCHOR WITH Y8" REBAR o\o\o\ o\o\o\o\ FINISHED FINISHED IMBEDDED 24" IN GROUND; GRADE GRADE 2 PER WHEEL STOPS 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. PRECAST CONCRETE WHEEL STOP PARKING SIGNS FOR THE DISABLED No Scale No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 0 0 0 EOP FACE OF PAINTED CURB PER 2% MAX. 18' 18' �4„ VDOT 4" SPEC. PAINTED STRIPE (TYPICAL) 8' 1 5' 1 8 8' 1 1 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS *0•0000 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 WWW.timmons.com Site Development lResidential l Infrastructure l Technology lei 'A A t ? C,� tCi W J. I1C0'? ARS tai w° Lic. No. 0402-04.8507 /I -7115 "%U, ° OTITAL Y?", ° SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE INC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 > SAWCUT THROUGH MATCH EX. CROSS U EX. SURFACE Lu SLOPE UNLESS OTHERWISE X COURSE W SPECIFIED ON PLANS uj & REMOVE PAVEMENT PROPOSED SURFACE 2" + COURSE \ I EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale R= Y4" CONTROL JOINT SPACED 1 AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK °d \ \\ \\ \\ \\ \\\ \ \\\\ \\ \\ \\ \\ \\ \ \\ \\ \\\\\\\ COMPACTED SUBGRADE 4" 21 -B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% x�x�� a d ° \V�\VA\\ 4" 3,000 PSI AIR - ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" 4 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE \o\o\o\o\o\o\0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) C= DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale RESERVED I RESERVED PARKING U LENGTH PBVALTY PENALTY 0.5' FROM F/C $W - $500 RNE $M - $500 RE 5" TOW AWAY ZOPE TOW AWAY ZONE I I -T 0 0 0 0 0 0 0 VAN 6' ABOVE AISLE 6' ABOVE ANCHOR WITH Y8" REBAR o\o\o\ o\o\o\o\ FINISHED FINISHED IMBEDDED 24" IN GROUND; GRADE GRADE 2 PER WHEEL STOPS 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. PRECAST CONCRETE WHEEL STOP PARKING SIGNS FOR THE DISABLED No Scale No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 0 0 0 EOP FACE OF PAINTED CURB PER 2% MAX. 18' 18' �4„ VDOT 4" SPEC. PAINTED STRIPE (TYPICAL) 8' 1 5' 1 8 8' 1 1 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS *0•0000 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 WWW.timmons.com Site Development lResidential l Infrastructure l Technology lei 'A A t ? C,� tCi W J. I1C0'? ARS tai w° Lic. No. 0402-04.8507 /I -7115 "%U, ° OTITAL Y?", ° SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE INC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 4'- 4 x 4 POST UNLESS JRAILO� THER WISE NOTED 2 x PLAN (TYP 4'- 1 x 6 TRIMMER 3'1 x 6 SIDING 3'- 0" NOTE ' ADJUST TO HEIGHT 10" 3 OF CASTER WHEELS ON GA TE CONC. -- STONE 6" 3'- 0 " CONC. ~i F~ 12" POST ELEVA TION February 6, 2013 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ° AS DIRECTED. MARKER LOCATION MAY BE SUBJEC TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o II II II Z d- z N m WATER ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE LINE Id I I I I 2500 P.S.I. CONCRETE �' d 2'x 2' BEARINGAREA. THRUST BLOC d a d a d d a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAI TYPICAL GATE VALVE NTS FIG. W - 5 TD -8 1 x 1 x 6 TRIMMER 1 x 6 SIDING PLAN VIEW 1 x 6 CAP 1 x 6 TRIMMER NOTE.- ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREA TED DUMPSTER PAD & ENCLOSURE DETAIL No Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFI B EDDING 8 STONE * STABLE SOIL ROC K * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION UNSTABLE SAIL\ ~ - -= ABLE 4'IMIN 8" 8" MIN MIN O 6" 1.5' 2.66' 2.66' 2.66' 1.5' 4 MN BOLLARD (TYP.) #68 STONE ROCK CONC. -) PAD MIN 6 6x6POSTS NTS FIG. W - 5 TD -8 1 x 1 x 6 TRIMMER 1 x 6 SIDING PLAN VIEW 1 x 6 CAP 1 x 6 TRIMMER NOTE.- ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREA TED DUMPSTER PAD & ENCLOSURE DETAIL No Scale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFI B EDDING 8 STONE * STABLE SOIL ROC K * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION UNSTABLE SAIL\ ~ - -= ABLE 4'IMIN 8" 8" MIN MIN O INITIAL BACKFILL _ == GRANULAR FILL AS _- = APPROVED BY ACSA ROCS STABLE 8' 4 MN 8 #68 STONE ROCK MIN MIN A O SOIL OR SOIL OR NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING n OUTSIDE ELEVATION I I I I INSIDE ELEVATION NTS FIG. W - 2 TD -2 B DOOR HINGES I I LIFT HANDLE L----------- - - - - -- TYPICAL METER VAULT N.T.S. FIG. W- 7A TD-11 a .. e nnn nlirf"J 114" SAG RC WI TH TURNBL 2x 4 CROSS 2x4FRAM 12' S7 HINGE SIDE VIEW .75" DIAMETER DRILLED 10LE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH G FOR ALL BENDS SECTION 1 - 1 n 45' max PLUG r 2 l I I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. gt,/, ING AS JIRED SECTION 2 - 2 PIPE DIMENSION DIMENSION DIMENSION METER SIZE VOL. SIZE OF (FEET) A B C 1 1/2" 3'1" 510" 3'8" 2" 3'1" 5'0" 3'8" 3" 5' MIN. 10' MIN. MIN. 4" 5' MIN. 12' MIN. 6' MIN. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. B DOOR HINGES I I LIFT HANDLE L----------- - - - - -- TYPICAL METER VAULT N.T.S. FIG. W- 7A TD-11 a .. e nnn nlirf"J 114" SAG RC WI TH TURNBL 2x 4 CROSS 2x4FRAM 12' S7 HINGE SIDE VIEW .75" DIAMETER DRILLED 10LE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH G FOR ALL BENDS SECTION 1 - 1 n 45' max PLUG r 2 l I I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. gt,/, ING AS JIRED SECTION 2 - 2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. THE JOINT. BEND CONSULTING ENGINEER SHALL BE RESPONSIBLE L H T L H T CONCRETE 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 112 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 d a (22.5" FOR COMPOUND METER) d 18' MIN. A 17.5' on 22 112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1 .83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. O d A 2. USE 2500 P.S.I. CONCRETE. 6" MIN. 6" MIN. 17.5 "� 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. 44" MIN. CONCRETE THRUST BLOCKS NTS FIG. W - 3 OUTSIDE GA TE VIEW J V/'1J I LI\ VVI ILLLJ INSIDE GATE VIEW L d d < aQ a v a O d A 6" MIN. 6" MIN. 17.5 "� a (22.5" FOR COMPOUND METER) d a 44" MIN. 36" d a a d 4 d a (22.5" FOR COMPOUND METER) d 18' MIN. A 17.5' on d da a 37" MIN. O d d 12" MIN. WINGNUT LOCKING ASSEMBLY a BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR-IN-PLACE VAULTS SHALL BE 4 ". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W- 7C OUTSIDE GA TE VIEW J V/'1J I LI\ VVI ILLLJ INSIDE GATE VIEW L d d < aQ a v a O d A 6" MIN. 6" MIN. 17.5 "� a (22.5" FOR COMPOUND METER) d a O d d ° d ° 4 d A A O d d o °C O d a 60" _ TD- 13 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU. FT. 18" VALVE BO #68 STON 36 "MIN 6" GATE ' f e o r° p VALVE i 8" X 6" ° ' TEE 2500 P.S.I. CONCRET ° o , �., ° ° A BASE AND THRUST ° BLOCK AGAINST ,►,,�,i UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-7 Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . 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 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. 8. 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). 2'W x 2'L x 0.3'H CONCRETE COLLAR 2 1/2" THREADED SIAMESE CONNECTION FOR FIRE DEPARTMENT (THREADS TO BE CONSISTENT WITH LOCAL FIRE DEPT. STANDARDS SEAMLESS COVER SLEEVE IDENTIFICA TION PLATE 2.5' FROM " 3/4" THREAD-0-LET ON FINAL GRADE STEEL PIPE WITH 3/4" TO OUTLET AUTOMATIC BALL DRIP ENCASED IN STONE STANDARD CONCRETE 2'x2'x2' VDOT STD #57 THRUST BLOCK STONE WRAPPED IN FILTER FABRIC *NOTE: PIPING TO BE DIP. SIZE AND CLASS 52. DIP PIPING TO BE RESTRAINED JOINT. SIAMESE CONNECTOR DETAIL No Scale NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS ....a .' 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential) lnfrastructurel Technology t � y C€I ATG W J. KOTARS KI Lie. No. 0402048507 i SEAL KEY PLAN Perkins JLVj n 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 STEEL CAP 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND POWDER COATED 3.5' = (COLOR TO BE SELECTED BY OWNER) PAVEMENT PATCH FIT ' I I—prIRr=—=­1FI I I —I I IETEFI —IIM111 ' l l =1 11 =1 11 =1 I I- • � I'- m 3.5' r G ; 2' -0" DIAMETER 4. 3,000 PSI AIR - ENTRAINED • CONC. FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE BOLLARD DETAIL No Scale FRAME & COVER (SEE FIG. S - 1 - D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX 21 _ 011 a ° RUBBER COATED STEEL STEPS CAST IN PLACE 3'- 0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12" MIN O RING SEALS a 16 MAX MINIMUM ELEVATION ° I' DIFFERENCE ACROSS M.H.5" 4' - 011 51 FROM INLET TO OUTLET SHALL BE 0.20 FEET. ° CONCRET VARIES DEPTH OF FLOW FILLETS ° CHANNEL TO BE 3/4 DIAMETER O CONTRIBUTING -- =-�- -- a SEWER. ° a ° ° ° A FILLETED INVERT FOR A SMOOT ° 8 1211 TRANSITION OF FLOW BETWEEN a Q INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOIFHE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON-EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. o f W TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S � FIG. S -I -A N O MAX. 6-0" CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL (GUARD) INSTALLATION ON WALLS TD - 21 HR -1 12" MIN 1/2" DIA SOLID STEEL SMOOTH D ROUND ROD (TYP.) OR 1" STANDARD PIPE. ao p" O.D. STANDARD PIPE FOR RAILS z" O.D. EXTRA STRONG PIPE FOR POSTS Nt I� 12" ' MAX. A - WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER GROUNDING I I ' HANDRAIL INSTALLATION HANDRAILS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE -6. FOR ALL DETAILS AND DIMENSIONS NOT SHOWN SEE ST'D. FE -CL. SP3 O.D. SP3 O,D, STANDARD FE -CL LINE POST LINE POST -SP1 O.D. CAULK AROUND ALL POST GROUNDING WITH SILICON SEALER ELECTR 4" COVERS 3/8" ROUND ROD N Y4" DIA. WITH TURNBUCKLE BOLTS (TYP.) SP4 O.D. METAL SLEEVES TO BE CENTERED IN TOP OF WALL �• . ` '' �' .:. CONTRACTION JOINT END OF RETAINING WALL ': ;,'�' :. •: REQ'D. RW -2 RETAINING WALL ALTERNATE INSTALLATION ON WALLS THISE HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR 8' MINIMUM IMPACT FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED. CONTACT WITH SOIL HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. SPECIFICATION \V=T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 504 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05 Fl. W B,,.�� w J z w J O I CONC. BASE H SLOPED TO FLOW INEL 1/4" : V MIN BRANCH FIONS TO JHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - I - B TD -23 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R -1975 OR EQUIVALENT) 3 " CONCRETE COLLAR CRUSHED STONE BEDDING 6 " DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale TOP OF WALL ELEV. VARIES 0 o GEOGRID REINFORCING AS SPECIFIED BY MANUFACTURER STONE FILTER BLANKET 1 o�cO CONTINUOUS ALONG WALL o�o AS SPECIFIED BY 1 �cb MANUFACTURER 1 BOTTOM OF WALL ELEV. VARIES o� VA / /V� / /VA // REINFORCED FILL 4 a O _ _ _ _ _ _ _ _ — _ _ _ — FOUNDATION SOIL FOUNDATION AS REQUIRED PERFORATED PIPE AT BASE OF WALL; BY MANUFACTURER DAYLIGHT AT END OF WALL NOTES: 1. ALL WALLS OVER 2.5' IN HEIGHT SHALL HAVE A PEDESTRIAN IMPEDIMENT AT THE TOP OF WALL. 2. THE WALL DESIGN DEPICTED IN THIS DETAIL IS FOR GENERAL INFORMATION PURPOSES ONLY. THE DESIGN - BUILDER SHALL CONTRACT WITH A WALL MANUFACTURER WHO WILL COORDINATE WITH THE ITL TO IDENTIFY EXISTING SOIL CLASSIFICATIONS, SOIL DENSITY /UNIT WEIGHT, SHEAR STRENGTH, SOIL FRICTION ANGLE, AND WATER TABLE ELEVATIONS AT ALL WALL LOCATIONS. THE WALL MANUFACTURER SHALL THEN PROVIDE A WALL DESIGN SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER (REGISTERED IN THE STATE OF VIRGINIA) THAT CONTAINS THE FOLLOWING MINIMUM INFORMATION: - GEOGRID MANUFACTURER AND MODEL /SERIES - BACKFILL SOIL MATERIALS -SIZE AND CONFIGURATION OF THE FOOTING, INCLUDING STONE TYPE AND SIZE -TYPE AND SIZE OF ANY STONE DRAINAGE COLUMNS - LOCATION AND DETAILS FOR ANY UNDERDRAINS REQUIRED - TREATMENT FOR ANY SPECIAL STRUCTURES SUCH AS PIPE PENETRATIONS, SECURITY GRATES AND HANDRAILS - SPECIAL DESIGN CONSIDERATIONS SUCH AS ADDITIONAL LOADINGS FROM PARKING, ROADWAY TRAFFIC, GUARDRAILS AND SIDEWALKS FROM ABOVE -ANY PERTINENT CONSTRUCTION NOTES SEGMENTAL BLOCK RETAINING WALL DETAIL No Scale to LdD J J Li LiLIJ wQ J 0 O Q E oE E� I Ln I N �J ^zo �.0 m V1 0 o N E oCn m Cnw \00 om o O J O Y _ J0 _ 0 = N (L E E \ E N E \ 00 t� W 0 0 —E 0 0EV) �E oEC� O E Q 00 L� Y o ^ O 0 N F- N (0 E Nu NuC.9 U E z � (Wig cD W O of a- Q \O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 n 0'0" IF 7LINEWYE-TEF LAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD -27 Ir LL NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology I Q CR A-TG W J. KO'TARS KI Lic. Ares. 0402048507 /I -7/15 ti SEAL KEY PLAN Perldiis ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .2 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 E N E o0 E \ E L �c I z a Q Q 0 E E N E E g E �_ E o f W \ \ cD C0 \ N N - d' (n � N O '\ rn W N N Q TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4 ". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 n 0'0" IF 7LINEWYE-TEF LAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD -27 Ir LL NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology I Q CR A-TG W J. KO'TARS KI Lic. Ares. 0402048507 /I -7/15 ti SEAL KEY PLAN Perldiis ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .2 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / /< / / / / / MHD (W/ 4'S TACK) V��� / / / 12" DEC 0 0 TOP = 427.88' 6J / / a IV CIO � INV. SECTION 1 FL OOR= 423.66' \ INV. 1N= 419.77' 12" RCP / \ INV. BOT= 414.97' 36" RCP OBSERVED / / / 3 / MHS *NOTE: STRUCTURE BURIED 2' TOP = 435.57 BELOW GRADE SD CURB INLET // ,// `,, 5P INV 1N= 423.56' 8" PVC TOP = 431.88' / / , / 8" DEC INV. OUT= 422.94' 8" PVC c TMP 61Z -3 -101 to 206 INV. OUT = 422.58' 12" RCP NIF \ \ BRANCHLANDS / / /� le PROFESSIONAL CENTER LLC DB. 1712, PG. 530 \ r �/ PARKING .0 / / <G LOT V� ZONED: PUD � I I / / / / � � I ` \` 8 " DEC y v P� �1 I g TMP 61Z -3 -4 \ Al , , , / I WHSB, LLC s .v o „DEC \ �x / / I DB. 3540, PG. 710 I a o \ / / / ` / r / \ I \\ I ZONED: PWD / CANOPY i 0 / f I �l� 06 / Q Q� N36 EC �� FFE= 436.41 12 " RCP T` /�u I I �5 QI 3 \ �� GG x'00 QG 1 v a HVAC UNITS 2 / 3� , D I A �� �1� 1 " DEC 2.75'x2.75' Qj O2V / FL (1 (ON CONC. PAD) J` I 10' DRAINAGE ESMT. / / 10" D�C / ! I \ / � U I �•�. (APPROXIMATE) / / I I / _ I / �' / / / s`�' G 6 C v / IRON (F) s y V� DB. 1497, PG. 193 / / I I / / / R6 v v I / J \PARKING 1 A \ \SPACE 1 \ TMP 61Z -3- IOA HVAC UNITS (2) / / / / 6'6? Q� / 2.75'x2.75' STORE MASTER FUNDING lVLLC / � , � , , / � / / � Dc � ^ \ \ \\ �� \ \6 (ON CONC. PAD) DB. 4395, PG. 221 / / , , / / , / // \ I / CONC. ZONED: PUD / / / / / _� _ / / / / / GQ / 7 / , / / 41 A V 6„ / a STOOP / IRON F �% MHS 41 / TOP = 432.71' INV. IN= 425.30' 6" PVC (EAST,' BLD LATERAL) ✓lHD , / ice" ptiv �� //i / / / / v �G�. rr�o INV. 1N= 424.86' (SOUTH; APPARENT 0.11' / ' �� I , / , �� / / / j v o v o� / ( �-� STUB -OUT, SIZE NOT DETERMINED) RCP / / / g5 , / , / !! �% ' I I "o, 4" D C INV. OUT = 424.73 8 PVC JE) G O� FFE= 444.88' RCP 7-- GAS -LINE V V A I I -� BRICK WALL / APPROX. A. /vv�'� >4 "DC (1'w) -RETAINING ( TYP ) SEE NOTE 3 WALLS (1 ' W ) s i 0 -428 - V A \ / (GRAVEL PAD � � v � �/ � , - - - � I � \ � A �-\ _ / STEPS � v REMNANTS, / - - - � I I � x / � I l THIS AREA) / II►l� II it EG V C� /IRON \ \ c / / / / ' / , / .g / / / / / / 1 (F) \� \ \ \ S CLIIRB�INLET I ,� , / / ' , , , 2g / / SISoN. / I CONC. / \ LL / / / \ �A' =26. 1 / ; " / / / �� / / / 'SGRVE/N y0�/SB / / , �" I STEPS (3) I i i NO PARKING �A , \ \ INV. Gt(JT=;41 8.83` . I I G // i / / / II 1\ ��O / / / /� / I �� (LOADING) / ' / %/ / / 7�MP 61Z -- 5A / / / l i _ IRO F r ��/ 42�RgP I �i / / / �/ / �J W[AL;�ILLC �O v v I / / (k2 / / 1 I \ / / / / / l 1 i/ ✓ C N v I�HAS 2B, B ANCHL ND / / I _�uG / // ( / / a/ c 2 / �� \ \ \ IRET4REMENT VILLA E / / / ASPHALT \ - / � DB. 3541, PG. 67/ REft�NANTS v W6OD �v �' v yy - ! / // : (PG. /72, PLAT)) I \ \ >FN�E v \0\ ZdNED. PUD a 15' VEPCO ESMT. A TMP 61Z -8 -12 DB. 855, PG. 275 v JAMES A. & v v --y RUTHE C. SWEET y v' A v /. / / / / / l l 1 1 I / i� /� & CENTEL ESMT. / �` \�\ /, / / , � / / / / / I / 1 1 / l / / ��i A DB. 786, PG. \494 DB. 3986, PG. 58 * \ ZONED: PUD ��- - 2� % �.� v s v / / / , ,� / / / / , / I / V , � � � l 1 / I v, APPROXIMATE LOCATION r (SEE NOTE 5) 20'SAN/TARY SEWER ESMT. , 6" PVC DRAINAGE PIPET �� � � � 1 \ DB. 1559, PG. 404 / ��v OBSERVED ROUTEAIOT DETERMINED G / / _ \ \ INV =4118.87' / ' I ' / I I � \ � V �V , / SD CUR INLET / / 12 " I I 18„ 3" f7E / / TOIP= 440.71' I \ INV. IN= 435.53 12 RCP / / / / I �3 \\ \ / \ I � ,INV. OUT =439. 53' 12" RCP ' / / I / o> / \ // SW I 15 Dc�C I OPS C. / (3) I TMP 61Z -8 -A / \ \� \ I \ \ \ I I / I / i ' l / / ' b l / / / 12„ / ( W/ RAIL I D BRANCHLANDS PROPERTY / f I �\ \ 1 1 I / / / / / / Vj / CNFR'11� OWNERS'ASSOCIATION �s N �\ \ \ \ / I /r / / / / / / / / / /�/ - _ �I 2b,, OAK I1 c /DBE1994RPGP�81 Y 13 \� �� �Z\ I�I \ \ \I \ \ // / / / O // / / / / // // / / Yi/ BLOCK n 151 I� 1\ ZONED: PUD 61ti �0� g 4 "DEC \ \ \ /l \ \ 1 \\ \ \\ 1 / / b� l // // ll ll l ll / / / % (11 W)1 l l (rte \\ \`\� / / / / ,, I GAZEBO l \ / �F' 16, . Q ON CONC. II \ r 8" DEC / �� 0�� ��� \� vvvv vv I / /// // / // //i / / ✓ �` 1 0?2"OAKI (LSA) 6" OAK 1 -A 1 a v \ P O�•�G�� � 1 ill l /�� / \ \ \\ I fi � iG� Q�� / MHS G� �2 �9 TOP= 423.03' lqo - S IRON Q�G �VIG� /INV. C/L= 419.61' \ I l+ / LNIE / / l ; I "pNG'\ \ (DISTUfRBED)/ \ \\ \ E I (SHAPING PRESENT, / 'IN' ORIFICE CLOSED) \ INV. OUT = 419.33' 8" PVC l l I V l /l I v �"'s v (APPROX LOCATION) MHD GROUND = 440.59' \ CURB & \ v RECORD DATA INDICATES � G / �;,� / w CUT \ /\ STORM MANHOLE STR; 6 � IRON(F)� SD CURB INLET LOCATION PER MAGNETIC Q,�' / / /i v TOP= 439.73' SIGNAL, BEL OW ASPHAL T SD GRATED INLET \ 06 �pA`A i ' / // / ( INV. 1N= 430.23' 12" RCP (2.5'x2.5) �,�x INV. OUT = 430.18' 12" RCP TOP = 422.36' 5� 5� v INV. BOT= 420.10 G III cr- SD CURB INLET G TOP= 426.88' APPROX. GAS -LINE, INV. BOT.= 417.88' DIRECTION i APPROX. 12" RCP ENTERS, (TYP) 15" RCP EXITS i SEE NOTE 3 / 00 iz / SCALE V=20' EXISTING CONDITIONS 0 20' 40' / i / / / G) MHD (W / 4'STACK) J \\,� /// 12"DEC p\�� \� TOP = 427.88' 0 / / / / a IV GO INV. SECTION 1 FLOOR = 423.66' GQ \ INV. 1N= 419.77' 12" RCP / / / / \ INV. BOT= 414.97'36 "RCP OBSERVED / / /// 36 / \ MHS *NOTE: STRUCTURE BURIED 2' SD CURB INLET / / / \ ` 5P NOVpIN 423.56' 8 "PVC BELOW GRADE TOP = 431.88' / / / / 8" DEC , / INV. 'QUT= 422.94' 8" PVC INV. OUT = 422.58' 12" RCP / / / a TMP 61 Z -3 -101 to 206 / \ N/F \ BRANCHLANDS V PROFESSIONAL CENTER LLC \ / I f / �, / I PARKING 0 LEGEND DB. 1712, PG. 530 / / � / / Y �A \ \ ZONED: PUD � v / I II � i � / 8" DEC � � � �� I A LOT v� ASPHALT TO BE REMOVED A v / / �/ / , / I I, TMP 61Z -3 -4 5 �o ,� s WHSB, LLC b . I „DEC DB. 3540, PG. 710 a TREES TO BE REMOVED \ \ / / // / / / I I ZO : P( D y / CANOPY SAWCUT ASPF*LT PARK G \ / 0°2 REMOVE TREE I - / / / / \� / a `v / / �/ / ®A�i , �� 6 MOVED i / 6 Q �� p36 EC �� FFE = 436.41 12 RCP l 1 55 Q 30 / ' I GG�O�01 0 P �1 a HVAC UNITS (2) / / ` -, A / / ��/ � rfj0 . //Y v \ �, Q�• �1 �, „DEC 2.75'x2.75' (ON CONC. PAD) 10' DRAINAGE ESMT. /j I A�, / /i / / / i ,P (APPROXIMATE) IRON (F) v I ��� �G 6 C vvvC acv DB. 1497, PG. 193 TMP 61Z -3 -10A , / / / ' / , / f / �� s / 0 1 / SP C 1 \ , HVAC UNITS (2) STORE MASTER FUNDING IV LLC / / / / / / / �� \ / 2.75'x 2.75' DB. 4395, PG. 221 / / / , / , / /; / , / / / �� �� REMOVE CUR I \� CONC. (ON CONC. PAD) ZONED: PUD / STOOP \ 6 RELOCATE LIGHT POLE 'VERIFY STUB OUT IS NO MHS CONNECTED. REMOVE AND / / REMOVE EES ,/ �� / / , / MHS MANHOLE 1 / b AND STAI�j /N=44 5.30' 6" PVC (EAST, BLD LATERAL) OHD SAWCUT ANO �� / INV. 1N= 424.86' (SOUTH; APPARENT ti3�/ / / / REMOVE SIDEWALKS �r'� -y- STUB -OUT, SIZENOTDETERMINED) RCP / i 5 , , / I o, 4 "DF�C o INV. OUT = 424.73' 8" PVC NE AT NEAREST JOINT \ 00 \ G, O FFE= 444.88' RCP REMOVE PIPE AND I ET �p1�G /�/ / - / �. REMOVE CURB CONTRACTOR TO v � I (MODIFY PER P SE 1 ES / k 3 !� , / COORDINATE RELOCATION w �' G> "Ai % ��// 05 I BRICK WALL WITH CON TTON /�� /� i / /� / / '0�� \ APPROX. 1 OF TELECOM LINE v 14 "ID C BREAK AND (1,W) SEDIMENT TRAP.�R V / �// �' \ v A v REMOVErA /N /NG °2c, WITH SEDIME fiE O�/E �U I /G� 1 (TYP) �� CONTRACTOR TO �� , _ _ I v _ 1RPE to �' l SEENOTE3 COORDINATE RELOCATION v v I �(1 �') �� % 3.8 OF GAS LINES REMOVE GRAVEL v 1 REMOVE ALL -7;/ _ S INC. ( CvRAVEL PAD GRAVEL ,42$ v / REMNANTS. REMNANTS / - v R UT 1/z � \ � � URBAN D THISAREA 1 '/ SIDEWAL v VA ❑T / (/// EGJ k , / / 0� 1 / / % �/ SAW0I4Y�� %� VA I / / \\ CONTRACTOR TO ASPHALT' \\ COORDINATE THE / / /, / ,/ / / / 10 _ \\ RELOCATION OF GAS ' / / % / / \ `sr / / ' / / PARKING' \\ LINE(APPROXIMATE 8 - I LOCATION) CONTRACTOR TO ( / / / VVfAL; /LLC I COORDINATE THE ! / ASE12B, BIXANCHL,j / RET4REMENT VILLA (p / RELOCATION OF � TELEPHONE LINE / /DB. 3541, PG. 671 ASPHALT \ / / ; ' REMINANTS I \ \ w o \ . ✓ _ - -(� / / (PG. /72, PLAT) ZdNED: PUD' F t Q i TMP 61Z -8 -12 / JAMES A. & RUTHE C. SWEFr / \ DB. 3986, PG. ZONE' REMOVE PIPE �� BEFORE INSTALLING / SEDIMENT TRAP \ \ - / REMOVE G4VEL ll \ 20`SAN /TARP � � v _ � - � / / v t SEWER ESMT. - / / 8 "PVC DRA11YAGE PIPE11 \ 1 / OBSERVED,• / REMOVE INLET I I\\ i DB. 1559, PG. 404 / ROUTEAIOT DETERMINED INV. = 4,18.87' DES / / / / SD CURD INLET REMOVE PVC PIPE // TOIP= 440.71' / I /PIPIE 1 / j \ / INV. 1N =435. b3' 12" RCP ITMP 61 06,\ /NV. OUT = 439.53' 12" RCP / 1 FfMOVE CU�tB WHSB ZTMP61Z-8-A ONED BRANCHLANDS PROPERTY REMOVE WOOD FENCE OWNERS'ASSOCIATION c% REAL PROPERTY \ \ DB. 1994, PG. 181 ZONED: PUD ��ti \�O ��9 4 DEC G/ O� 1 C V 8 DEC V / a\ v 51 / \ \EASEMENT TO BE Jp \ \ VACATED 01 / / / / // ` REMOVE INLET 1 Q01 / MHS �k 7 G,, TOP= 423.03' I / I Iqq�Gq}oo / / / v� I / �v / S IRON (>4) v Q�G ��ti0� INV. C /L= 419.61' / EN E l //� I 1 % G v (DISTURBED)/ (SHAPING PRESENT, / / / / />! /� / 1 / G SAW T AND- \1q, / 'IN'ORIFICECLOSED) \ % I I `� / d /// \ \\ REM. -V� \ \ / INV. OUT = 419.33'8 "PVC / / o ; -SfDE ALA \ J l / / / I AWCUT ANI� N ST G �/ / REMOVE CURB BREAK AND REMOVE\PIPE /\ O PARKING SPACES \�\ (LOADING) REMOVED o, \ 1 \ 1 VAC T I \ \ I 27 /� l nC 7RF PE 4. *PR Xl AE OATO X// / PARKING.DEb SPACES 1 REMOVED a 15" DEC 1 OC. 1 WHSB I PS (3) I W/ RAIL DE . 3540, OV � �2 HOLE - + - - I I�ONED. CNFR. SPACES \ \ R&MYED ON CONC. II \ r / PAD `z rt '1 1 (L SA) / I �2" OAK 1 6" OAK WCWT ASPkH v .L CATE SIGNS \\ 1 \ \ I \ \ E / 'I' / J \ IRON (F) �i \ SD CURB INLET SD GRATED INLET \ \G a1 \`��� / \ \ TOP = 439.73' (2.5' x 2.5) \ ti0i /� / V / �`���/ INV. 1N= 430.23' 12 "RCP INV. OUT= 430.18' 12" RCP TOP = 422.36' �// / p ��0 C INV. BOT= 420.10 I I CL SD CURB INLET G TOP= 426.88' APPROX. GAS -LINE, INV. BOT.= 41788' DIRECT /ON APPROX. 12" RCP ENTERS, (TYP) 15" RCP EXITS SEE NOTE 3 / / DEMOLTION PLAN i i i (APPROX. LOCATION) MHD GROUND = 440.59' RECORD DATA INDICATES STORM MANHOLE STR, LOCATION PER MAGNETIC SIGNAL, BELOW ASPHAL T tY) 00 0 z SCALE V=20' I NOR 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS • TIMMOMS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology :y Q CRAIG W. J. KO•TARSKI Lic. No. 0402048507 SEAL KEY PLAN Perldns I astman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: EXISTING CONDITIONS & DEMOLITION PLAN SCALE: AS NOTED C2.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 RETAINING WALL MAXIMUM HEIGHT 11' C / GJP�O / 1. / N / / / / / a \ / / Z-16C ARD (TYP) �� / R2' \O' X12' R2 GP AREA ® O \� / W/ ENCLOSURE ® 20' / 24' 11 7.58' 0\ N12(' 3 OG; R1.5' C , \v7.02' CG fi O , 25' MANHOLE •: LOWERED • MATCH PROPOSED .AD RELOCATED .� LIGHTPOLE- EMERGENCY_ VEHICLE TURNAROUND / � IF!ICI►, 1 • 1 � ' I 9 I O • �i ►� 1111 /� ►� .;� 0 O F SEE 11110 �►. ► P7UMBING ' ' • ���� / © ♦ ♦ P PLAN FOR ❑r //� / DETAIL IRON " "° / C CANOPY NOTE: KNOX BOX REQUIRED. 2" WATER (F) / D DECK AND PERGOLA �! . C CONTACT ALBEMARLE COUNTY METER MARSHAL OFFICE DURING FIRE \FIRE M BOLLARD T TMP 69Z . 9NSTRUCTION TO DETERMINE DEPARTMENT \ C LIGHT TYP , , / \ ` ( 24.11' R (PHASE L \ ` RETIREMENT VILLAGE) FLUSH CURB TRANSITION TO DB. 3549, PG. 67 CG -2 OVER 6' 11.63' \x \ 8 \30.42 RETAINING WALL \ 2 \ \ MAXIMUM HEIGHT 4.2' 7.31 FOUNTAIN 5' \ V ` G R2.5' (TYP (2) 22.5° + 45° BENDS 91 \,mob N / / / / G) / v C \\ I I >,0 ' �0 100'OFAD ® ®.• I /� \ et /�G /r 'STORMTEC ® / 'SYSTEM AN r MH - IT•I -I W PLATE r s� 1 �6 xiiii / 107 o �\ 12 D FLOOR 109 ♦ I ELEVATIO'N / BIOREJ�I� iON' //427/.50' CLtA T I TIE TO EX. (8) 7" SIDEWALK AT Al / / / / X00 - / / 429 I RISERS DEAREST / �INT RESTRIPE TO ° , INS'EC T10 N P A I \ MATCH EXISTING 101 © // I / // I / FINISHED FLOOR i, l / ► I I �" � %� \� /' ELEV. 10' ON FIRST FLOOR 444.56. \ \ 1, �` `,, OVERFLOW / / / l l / BUMPER BLOCK \\ / (F) I / / -- GROUND FLOOR = 430.50 / / / / O 18' V v ,1 �r< ` " STRUCTURE r / / r A TYP / / ' / \ \ \ \ \ r / , / AMP 6 9Z!3 -5A 210 S7s R1.5 P� r / / / X25' , / WIAL,,LLC 23.98 - �, ! / / / / ' / (PHASE/2B, BgANCHL,$NDS / VAS �I / �/ v , ' (RETIREMENT VILLA (PE) j (2) 45° BENDS / \ _ \ — — / / / %/ / DB. 3549, PG. 671 (PG. /72,PLAT)i I I /� / / /� /�/ �\ �v II ZONED: PUD' \ �• ���Q�� ��vv �r / / / / //� /r ��5 // /� l / r �/ /I l /I / / '- 209 r /r / / �/ / / / / l // ♦ rll / / / 0A \ r r r , �, \ 444 \ rr r \ 1 \ �\ / , / / r/ / /� / \ \ / (2) 45 ENDS 10' \ %\ \ is r /A/ // r r O I I 3 r \ 1 18' 441 ADA SIGN \ \ ^ ✓I / I/ / ,/ / / 2`17/ / / /'� 1 211 I , /r I II I AMIN \ I I 1 / // 442 FIR D NT / / I \ t/ 6" HDPE (TYP) 1 I RETAINING WALL � { � 6 AS BLY /2 6 i I — — � c.- � s'� r'sT � < 1 \ � , I / , /° � 4, 1 207 208 I - -+ <� 6 21.23' \ 2" DO TI INE j v v , ► / /♦ / 2 5 —` ► )1 441 51 I 1 w g, ® N V v // / �' C,A V I r l/ A 1W AY \\ 18' ES I vII v 61.2)3: / \ I / / e, PEDESTRIAN 5 18 �� / / \ \\ I // / // // / 4 \� GUARDRAIL ♦ < 24' 9 \ , A G) 6" FIRE LINE, / A \ ACSA EASEMENT 6' RELOCATED � LIGH �IOLE \ / A �s \ \� I / / / / 2) 3 - 6 CMP \ / FIRE HYDRANT DO NOT \ / \ I / / / / / (1) 4 - 6 CMP \ �. \ > / / / 1 STO AG PI ' / \ 24.8' e ASSEMBLY �s R ENTER SIGN 213 \\ / > (2) 22.5- BENDS / \ ' i �I I i/ / / / 14 I (2) 22.5° BENDS / I J. 1 / // 4�8 \ I MANWAY ACCESS TIE TO EXISTING MAIN WITH \ / / \ J STEEL PLATE 1 1 \ \ TAPPING SLEEVE AND VALVE WEIR WALL 1 1 IRON (F) I \ IRON (F) \ 1 CG_2 (olsruReEO) I LO _ 5 20 ACSA EASEMENT`IJ/ R - OCl 0" N(F) \ / \J \J TIE TO EXISTING CURB AND / SID ALK II �. o ti II P P I j ly- I � % , 3� i / / LAYOUT & UTILITIES / / M 00 Q z ci SCALE 1"=20' NOR 0 20' 40' i GRADING & DRAINAGE co W Q Z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS .. •.a .00060 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology 0 No t CR kTG V1. J. KOTARSKI Lic. No. 0402048507 SEAL KEY PLAN Perkins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE LAYOUT SCALE: 1 " =20' C4.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 M 00 Q z ci SCALE 1"=20' NOR 0 20' 40' i GRADING & DRAINAGE co W Q Z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS .. •.a .00060 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE ,VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology 0 No t CR kTG V1. J. KOTARSKI Lic. No. 0402048507 SEAL KEY PLAN Perkins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE LAYOUT SCALE: 1 " =20' C4.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / 0 / I � %0 ms's o All / Al / \ \ - / / / / \X\ / 1 1 / a - nY IS I //' . X36 - - -` � ` I � / / l I I \ E(, ` C `� - v /� VA / 1 I 1 v� rT /� �� VA / /`� 1 1 \ �� /� \vV ��� / / / �i�'a�M'��� / / \ 4 2.Ob gP 430.30TW / /'/ / \ 1 - / A o= M M 429.70 �A/ b�0 \ TC 43 8 430.25TW 426.63 BVU , vi ' 4 IC 1 ., 3.72 j / / / I / / / // �o / ` -` \ 22 8 T / p. 30.2 �,, / / / I / �s� 106 4 .02 \ 431.43 / / / / / / / 'f / i / 1 430.20 ! / 430.20 VO l 431.15 I / / / �/ / v 426. W \ / - �/ \ / �// -- / / /// 107 / EXAFC / / 429.50TW �j 42.8 424.20 BW / f 4 .73 J T 4292 Quy \I \ , / 33.50 430.1 O D X432.04 / ' 15 O \ I` // \ �✓ /// /� \ 109 '�\ 9:05 429.20 08 0 `\ .J. TC 4 .00 / / �jJ / /� �f _A i \ �' 04 430.24_ �� / / ��0�3 ��� ♦ �� X432. - \ I / / /// �. 0. 1 ✓ \\�� `N` 9 65TW ' , // / �, p. R A /42.' ib B ' / 40.20 / 434.48TW / / / / � / // OS 10 TC 430.40 \ / 1 �� � \ 434.43 BW li 429 104 / 430.20 TW 430.50 \ �� V 0 420.50 M I `� - L�il,�i�� , ::�i',, �� �I �// /jam / • , ;ff',_, •� 43.4 430\14 \� V / /430.40"",W / 422.00 BVV\ 430.50 TW 422.80 BW \ \ 430.1 - - - ' N000, (1 I \ 43 4 / /� /\v /' / �.,' ' -0.27 0.90 I I I I ;� - / v I ✓ 430.22 ` / I I i. / / / �, « ✓ / / / / 1 I I I ✓ , , / / / / \ I I \ 434.43 \ / \ �/ / I \ 39.10. O I D / /// \ 101 / /If� ,,� , / / / /// / /' RD4 \ \ ` \ 1 \ - - _ _ / / / / / / / / / / / /� • / \ ' / / � ' /�'2 5 / // / ' / / ' / / / / I / / / / / / / / / , // , / / / / / I 1 I / / / F / I \ \ I I IHED FLOOR / / 1 41 5 EX. TC 430.50 4.0ELEV. FIRST FLOOR = 444.50 9 � \\ 430.50 TC 443 \ I ` ✓ I , �, '/ / '/ ' / / , / � � / � �/`/ / / / / / / / � 1 (/ / / / / / / SAL/ , , / / , / I / / i / I 0. \ I� g / / / / / / / / / / � / Q / / / / / l / / / / � / / / / / / / /, / � �` ` f \ ' \ ' � /, 1 1 1 \ , O I I \ ' � � X y� / ♦ ♦ ♦ ! ♦ s ( \ \/ \ \ \ \ \ % \ I / �GROUND FLOOR 430.50 , I / \ \ � ' / / TC 44445 1 . 0 � . nn7 O - Q7MP� / 10 WEALLLC RD5 SE L4 430 0 (PHASE2B, BgANCHL, NDS a ZE M R T VILE - 430.5 IRETiREMENT VILLA(PE) DB. 3511, PG. 671 DB. 354 71 \I / / . / / (PG. /72, PLATS / / / / \ ♦ \ 1 \ (PG. / 72, PLAT)/ I / / / / / / \ a a v I \ v - -/ / I l / // / `` v♦ ZdNED: PUd I I l / / / / / / \ I \ \ \ \A� I, / / ZdNED: PUd * / / / / \ . 17 0.71 / ' ) TC 444.45 \ i > / / (� / �� \ / \ / FLUSH R �^ \ \ \ \ / / / / V) / , 1 /� / /' ` y / 444.50 / / / / / \ rr2> \ / / / / / / / \ p f� �r / / / / ' /444/5? / / 444.40 /�� / / �� 1 / ~��" l / I /_ / / / \ 2 2 8\ / ♦ / /' I \ \\ a I TC 444.60 0 / \ 44 \ ' \ .4W 0 T V / / / �427.JW B / / / / / 444.50 0.02 r'O / / -�, ` . / TC 444, 6 �I ♦ a �� \ , \ \ // / / ♦ / \. s� \ - \ \\ \\� / 444.50 / �; 1 I \ \ \ \ \ / , / ♦ / TC44 82 / I 4g3 444.32 43 I / / Vol 1 / / / � _ 444.42TW / / � o 41/ 4 70 443.25BW /� / / �i 1 \ \ 1% �/ / / / / '/ 216 \ 1 ,-/- ✓I 434.30 TW / / 444.50 tC 442.72 / \ / I / ✓I / / / / 17 21 ' \ = Aw D / / 4 .10 � / I / /4 ?9.�0 BW / / A C 442.50 TC 443.54 I l i l i , / 0 /S1 \ 4Ci0 50 / / -442 \\ \ I I I \ \ \ I / I) ,,` , , , / / 442,, . \ 4 ! \ 1 I \ -442.15 `� I`�ta 1 I / ) I I , 6 Y ' - // = ! I I I \ 1 ( r 1 , \ 430;20 TW' I ♦ 1 I i \ �� 1 ) , -� �������y� 0.020.90 _____♦ \ \ 426'00 BW 1 I / 4 i TC % - , �, 207 2 ► - 444.50 � _ .I � � \ 1 \ � � / 08 L-� 444.30T ` 441 �z TC I I I 1 I / ' 2 R D 2 \ 4 . 44 441.65 BW 42.4 \ \ \ \ \ '� % / 441 51' \ 441.50 TC 441.61 �5 \ \ o A V / , �, 215 / 1 ( ��` A 430'.50 \\ \\ / 1.• , \ \ \ , ! / 11 // 1 �0 / / 430.38 TW 441.50 / / / I \ \ \ �' \ \ 428.10 BW 111 44 // C441.30 \ \ / o \ �� V \,�\ m rOO4;0.90 �� _ • ioi A / A 1430.50 / / / / v / \ / / / / / T 83 /RD1/ 30.4 I / ' ' / // / / / T 9. TC 441.03 213 �_ - - \ \ \ \ �\ I / ' / / / \ I G EX. TC 4 `38 \ I Q \ 1 \ Y 443.65 TC 1 I \ \ \/ / \ II 1\ \ I J39.50 r I \ p l I IRON (R) \ \ \ I • , l \ \ \ IRON (F) \\ \ \ \\ 1 i 6 i I \ \ (DISTURBED)/ \/ \ \ \ \ I / 1 - -- - -- 432.49. TC �v G / //' / / v432.31. IRON (F) � Ov / 0 ti I I 0 / � o Q z � GRADING SPOT SHOTS SCALE 1"=20' 0 20' 40' i STORMWATER SUMMARY REAJ C STR# CY) 00 0 Q Z SCALE 1"=20' 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS ....a .00060 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology Q CRA1GV� J. KC''I'/a,RSKI Lic. No. 0402048501, SEAL KEY PLAN Perkins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE LAYOUT SCALE: 1 " =20' C4.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 T X W d U � (0 U co O ry = M - C-0 0 LJJ W o X 5 r W r C) (0 r W r 00 r m It 'j- M O-'t O Z Z Z >> >> Z Z Z Z PROP. RETAINING WALL _ CD (� M L0 LO O O 0 - LO n o N V � '_ O > > Z ti rn 0 O r � 0) _O ti M O 7 N "t r �t d7 + � I - �r 't Z O b Q n > > _ U Z Z 9 +50 10 +00 11 +00 12 +00 12 +25 STR 100 - STR 110 76 0 4✓ O m M r� 455 450 445 PROP. 440 GRADE 110:ADS "STORTECH" STORAGE TANK TOP ELEV. 427.20 BOTTOM ELEV. 421.20 INV OUT 421.20 (109) 110: ADS "STORMTECH" STORAGETANK BOTTOM ELEV. 421.20 TOP ELEV. 427.20 INV. IN 425.00 (111) O o O N N 9 +00 10 +00 10 +50 STR 110 - STR 112 435 PROP. GRADE 430 LZ U N H �X r W O _ O . N (C) ,I- ';:f N = t r 4 =�zo o0 C/)Z Z O M N O N Lf7 LO O r O N r�MCD 'zf _ + � F- Wz O °��z z 201 24.17' OF 12" HDPE 420 @ 7.61 % ROUND 440 / 2.6' Min Cover 4.0' 204: 60" CMP 435 STORAGE PIPE TOP ELEV. 436.50 BOTTOM ELEV. 431.50 INV OUT 431.50 (203) V"' OQ� 430 STEEL PLATE WEIR WALL 440 435 110 '.�O 6 °I° 435 6.5" ORIFICE 431.50 6.�r 3a 9P - M� ctd 6" ORIFICE 432.50 VERT SCALE: 1 " =5 425 TOP WEIR 435.50 435 1 " =5 VERT SCALE: 204: 60" CMP VERT SCALE: 9 +00 10 +00 11 +00 11 +50 VERT SCALE: STORAGE PIPE 430 N dn) 430 TOP ELEV. 436.50 @ 2.32% uZ BOTTOM ELEV. 431.50 J � 420 INV IN 434.80 (205) 430 P L() Cl r . Ln M M M M � It 9 +50 10 +00 11 +00 11 +50 STR 200 - STR 204 PROP. GRADE WATERLINES LO ti O O ti r 04 d7 N O •- L O N N Ln F- N L0 rl- 00 (D Ln r 0 CD 0 M O MOO Cl) LO 0) Lo LC) Lo � m CD Lo Lo .4 r O co co + r M N M CD C+D G r 't z z O (] r Z O N n�Z Z ZN��Z Z i O 207 47.69' OF 15" HPE @A . rog% 205 9.17' OF 15" HDPE @ 1.64% (` O r N CD r N N LO O O Ln LO O O O O M O Lo Lo LC) _t r O r M M °�'Z Z 0O N�j�Z Z Z LU J W' N a- O O O Ln J Z - (D Q O Cl) Z 00 F- -,t H C t h (n0� N � W O W w 0 N 0- (n�z 50 1 1 450 210: MH -1 STA 11 +39.91 TOP 444.13 EX 445 INV IN 437.06 445 445 GR UND INV OUT 436.87 (209) PROP. GRADE / GROUND u 1 " =50' Lo 00 NM I 435 r- 435 �1 6.�r 3a 9P - M� ctd N d't VERT SCALE: 1 " =5 VERT SCALE: 1rL ap °I° VERT SCALE: 1 " =5 VERT SCALE: 1 " =5 VERT SCALE: 9 +00 10 +00 11 +00 11 +50 VERT SCALE: 1 " =5 430 N dn) 430 STR 204 - STR 210 co C j M M M 9 +50 10 +00 11 +00 STR 206 - STR 212 CO O LQ O Or p O O v O Lo r O CD Nt It + 6i N H 2E "t Z Z 0 O o¢Oz> > r U) Z Z [104A: 24" Basin - Circular Grate STA 10 +05.89 TOP 428.00 INV OUT 424.33 (105A) PROP. GRADE 430 EX. GROUND 105A 5.89' OF 15" HDPE @ 2.00% 120 h v N� d, N 9 +50 10 +00 11 +00 STR 104A - STR 104 HORIZ SCALE: 1 " =50' Lo 00 NM I ooLO (y r- HORIZ SCALE: 1 " =50' HORIZ SCALE: M� ctd N d't VERT SCALE: 1 " =5 VERT SCALE: 1 " =5 VERT SCALE: 1 " =5 VERT SCALE: 1 " =5 VERT SCALE: 9 +00 10 +00 11 +00 11 +50 STR 204 - STR 210 co C j M M M 9 +50 10 +00 11 +00 STR 206 - STR 212 CO O LQ O Or p O O v O Lo r O CD Nt It + 6i N H 2E "t Z Z 0 O o¢Oz> > r U) Z Z [104A: 24" Basin - Circular Grate STA 10 +05.89 TOP 428.00 INV OUT 424.33 (105A) PROP. GRADE 430 EX. GROUND 105A 5.89' OF 15" HDPE @ 2.00% 120 h v N� d, N 9 +50 10 +00 11 +00 STR 104A - STR 104 HORIZ SCALE: 1 " =50' 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 VERT SCALE: 1 " =5 co Lu U) � r r Ln� Q O� 425 N_ O O N O O J Z N O M O M co co Q co co -t Z W'�I�I'_ t CO Z) N (vj co lzt 0 M Z 0 W - Z 0 Q0 0 60 OQW _�> > t N dn) Z @ 2.32% uZ STOR AGE PIPE J � TOP ELEV. 436.50 00 BOTTOM LEV.431.50 425 INV IN 43,1:1.00 (213) 425 0 r X00 J >_ Q 00 DO N 00 Cl) z 00 O M M U-) CO N U) C) W a O °r° WWl_0> N 0- C/) Z 455 STR 204 - 218 HORIZ SCALE: 1 " =50' VERT SCALE: 1"=5 CLEANOUT OSTA 10 +07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE TINV ISTA 10 +37.34 TOP 431.84 N 425.88 (1 -EX) 435 NV. OUT,,,: 424.73 (8" PVC) 435 /-EX. GROUND 430 PROP. GRADE 425 BLDG -1 420 7.72' OF 1 -EX 6" PVC 29.61' OF @ 3.00% 6" PVC @ 3.00% CO O Iq M O M 9 +50 11 +50 SANITARY PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 445 445 1 15 X. GROUND FIRE H-`D ANT J \ �_ASSEIMBLY 440 � i i 45° BEND PROP. GRADE 45° BEND .04' 22.5 ° +45° BEND 435 22.5° BEND S ORM PIPE 207 CONNECTION TO EXISTING WATERLINE VERIFY 430 LOCATION AND ELEVATION BUILDING COORDINATE ELEVATION WITH PLUMBING PLANS 440 435 430 NOTE: MAINTAIN 3' MIN. OF COVER ON 21� OF 425 OCO NU') Lr) CD L,) 2�5 N,Z,OQ�° 435 437r'n' oD; Cr o0 M ct 1 @ 2 950/ EX. NN "t CD �. M 213 \ GROUND 8.63' OF t 4315" HDPE 430 't � @ 2.32% STOR AGE PIPE TOP ELEV. 436.50 BOTTOM LEV.431.50 425 INV IN 43,1:1.00 (213) 425 X00 � co r M O M M U-) CO "z 9 +50 10 +00 11 +00 11 +50 STR 204 - 218 HORIZ SCALE: 1 " =50' VERT SCALE: 1"=5 CLEANOUT OSTA 10 +07.72 TOP 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE TINV ISTA 10 +37.34 TOP 431.84 N 425.88 (1 -EX) 435 NV. OUT,,,: 424.73 (8" PVC) 435 /-EX. GROUND 430 PROP. GRADE 425 BLDG -1 420 7.72' OF 1 -EX 6" PVC 29.61' OF @ 3.00% 6" PVC @ 3.00% CO O Iq M O M 9 +50 11 +50 SANITARY PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 445 445 1 15 X. GROUND FIRE H-`D ANT J \ �_ASSEIMBLY 440 � i i 45° BEND PROP. GRADE 45° BEND .04' 22.5 ° +45° BEND 435 22.5° BEND S ORM PIPE 207 CONNECTION TO EXISTING WATERLINE VERIFY 430 LOCATION AND ELEVATION BUILDING COORDINATE ELEVATION WITH PLUMBING PLANS 440 435 430 NOTE: MAINTAIN 3' MIN. OF COVER ON 425 WATERLINE 425 OCO NU') Lr) CD L,) r,- NN oD; Cr o0 M ct 0o It NN "t CD �. M C6 M t 't � 9 +50 1 0+ 00 + 13 +00 13 +50 CLASS 52 DIP F I R E L I N E PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS • 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential) Infrastructure) Technology , a� 7 0 IIr Y CRMG W J. KO".t'ARSKI Lic. No. 0402045507 SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE INC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: PROFILES SCALE: C6.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts X Aim Y KBA8 LED 16C KBA8 WITH 4 LIGHT A 98.5 30.1 4.0 4.0 0 A 31 700 30K SYM BOARDS (16 LEDs), LED KBA8 LED 16 1608 0.82 39 4.0 4.0 MVOLT 700mA DRIVER, 3000K 115.2 C_706 30K_S 0.0 3 A 78.1 32.7 4.0 COLOR TEMP, AND -213 YM_MVOLT.ie 781 32.7 0.0 4 A 60.2 SYMMETRIC OPTIC 4.0 s -48.7 0.0 602 21.0 OA 5 OUTDOOR LED 46.0 9.0 4,0 4.0 -43.3 -. B 23 OLWP 11 WALLPACK WITH 4000K LED OLWP_11.ies 1111 0.82 20.41 4.0 47.7 0.0 LEDS AND 2.1 0.0 7 A 26.6 20.5 4,0 4.0 POLYCARBONATE 0.0 26.6 20.5 0.0 8 A 38.8 36.8 COVER /DIFFUSER 4.0 133.7 0.0 38.8 36.8 �� 9 A OUTDOOR LED ROUND 69.0 4.0 4.0 124.3 0.0 ( C 5 OLSR STEP LIGHT WITH 4000K LED OLSR.ies 358 0.82 9.15 ~� 0.0 104.7 LEDS AND 0.0 11 A 107.5 58.3 4.0 4.0 -58.9 POLYCARBONATELENS 107.5 58.3 OA 12 A 106.7 82.4 4.0 GENERALPURPOSE 131.0 0.0 106.7 82.4 0.0 D 2 OLCFM 15 DDB LED CAST FLUSH LED OLCFM_15_D 1042 0.82 16.6 88.0 0.0 14 MOUNT WITH DARK 139.8 DB.ies 4.0 4.0 229.4 0.0 139.8 78.0 BRONZE FINISH 15 A 151.9 64.5 4.0 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMEND SHALL BE A FULL CUTOFF LUMINARIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FQOR- CANDLE. LUMINAIRE LOCATIONS No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 A 98.5 30.1 4.0 4.0 32.5 0.0 98.5 30.1 0.0 2 A 115.2 19.3 4.0 4.0 38.4 0.0 115.2 19.3 0.0 3 A 78.1 32.7 4.0 4.0 -213 0.0 781 32.7 0.0 4 A 60.2 21.0 4.0 4.0 -48.7 0.0 602 21.0 OA 5 A 46.0 9.0 4,0 4.0 -43.3 0.0 46.0 9.0 0.0 6 A 32.9 2.1 4.0 4.0 47.7 0.0 32.9 2.1 0.0 7 A 26.6 20.5 4,0 4.0 134.6 0.0 26.6 20.5 0.0 8 A 38.8 36.8 4.0 4.0 133.7 0.0 38.8 36.8 0.0 9 A 85.5 69.0 4.0 4.0 124.3 0.0 85.5 69.0 0.0 10 A 104.7 44.9 4.0 4.0 -58.1 0.0 104.7 44.9 0.0 11 A 107.5 58.3 4.0 4.0 -58.9 0.0 107.5 58.3 OA 12 A 106.7 82.4 4.0 4.0 131.0 0.0 106.7 82.4 0.0 13 A 127.9 88.0 4.0 4.0 215.9 0.0 127.9 88.0 0.0 14 A 139.8 78.0 4.0 4.0 229.4 0.0 139.8 78.0 0.0 15 A 151.9 64.5 4.0 4.0 229.5 0.0 151.9 64.5 0.0 16 A 192.6 -27.1 4.0 4.0 185.3 0.0 192.6 -27.1 0.0 17 A 203.7 -38.1 4.0 4.0 269.8 0.0 203.7 -38.1 0.0 18 A 195.7 -59.8 4.0 4.0 -71.5 0.0 195.7 -59.8 0.0 19 A 177.6 -75.7 4.0 4.0 -44.9 0.0 177.6 -75.7 0.0 20 A 168.4 -65.4 4.0 4.0 72.2 0.0 168.4 -65.4 0.0 21 A 178.7 -39.4 4.0 4.0 113.5 0.0 178.7 -39.4 0.0 22 B 186.2 51.6 8.0 8.0 -42.0 0.0 185.6 52.3 0.0 23 B 237.0 - 16.3 8.0 8.0 140.0 0.0 237.7 -17.1 OA 24 B 160.3 -49.0 8.0 8.0 142.6 0.0 160.9 -49.8 0.0 25 B 182.5 -90.4 8.0 8.0 45.0 0.0 183.2 -89.7 0.0 26 B 135.8 -123.0 8.0 8.0 229.3 0.0 135.0 -123.7 0.0 27 B 79.9 -47.6 8.0 8.0 234.8 0.0 79.1 -48.2 0.0 28 B 103.0 14.8 8.0 8.0 49.9 0.0 103.8 15.5 0.0 29 B 112.2 4.3 8.0 8.0 46.0 0.0 113.0 5.0 0.0 30 C 259.5 37.9 3.0 3.0 231.4 0.0 259.5 37.9 0.0 31 C 262.4 34.2 5.0 5.0 231.4 0.0 262.4 34.2 0.0 32 C 271.1 23.9 10.0 10.0 231.4 0.0 271.1 23.9 0.0 33 C 267.0 28.8 7.0 7.0 231.4 0.0 267.0 28.8 0.0 34 C 275.4 19.1 13.0 13.0 231.4 0.0 275.4 19.1 0.0 35 B 101.7 -83.8 8.0 8.0 234.1 0.0 100.9 -84.4 0.0 36 B 117.4 -101.6 8.0 8.0 230.8 0.0 116.6 -1023 0.0 37 B 95.8 -65.8 8.0 8.0 231.7 0.0 95.0 -66.4 0.0 38 B 128.3 12.4 8.0 8.0 -38.6 0.0 127.6 13.2 0.0 39 B 141.3 30.9 8.0 8.0 -56.8 0.0 140.5 31.5 0.0 40 B 157.7 48.5 8.0 8.0 -38.8 0.0 157.0 49.3 0.0 41 B 234.7 33.0 8.0 8.0 52.0 0.0 235.5 33.6 0.0 42 B 214.3 56.4 8.0 8.0 50.7 0.0 215.1 57.0 0.0 43 D 249.8 -23.2 10.0 10.0 73.4 0.0 249.8 -23.2 0.0 44 D 242,9 -28.8 10.0 10.0 105.3 0.0 242.9 -28.8 0.0 45 B 200.1 63.5 8.0 8.0 -42.0 0.0 199.4 64.3 0.0 46 B 165.7 61.0 8.0 8.0 49.9 0.0 166.4 61.7 OA 47 B 214.5 -35.6 12.0 12.0 140.0 0.0 215.2 -36.4 0.0 48 A 197.7 -109.8 4.0 4.0 -71.5 0.0 197.7 -109,8 0.0 49 A 203.7 -133.8 4.0 4.0 -71.5 0.0 203.7 -133.8 0.0 50 A 147.7 -142.8 4.0 4.0 -71.5 0.0 147.7 -142.8 0.0 51 A 206.7 -73.8 4.0 4.0 -71.5 0.0 206.7 -73.8 0.0 52 A 190.7 -85.8 4.0 4.0 -71.5 0.0 190.7 -85.8 0.0 53 A 204.7 -49.8 4.0 4.0 -71.5 0.0 204.7 -49.8 0.0 54 B 255.0 -0.3 12.0 12.0 140.0 0.0 255.7 -1.1 0.0 55 B 244.7 47.0 8.0 8.0 52.0 0.0 245.5 47.6 0.0 56 B 230.7 62.0 8.0 8.0 52.0 0.0 231.5 62.6 0.0 57 B 207.3 63.4 8.0 8.0 50.7 0.0 208.1 64.0 0.0 58 A 153.7 -163.8 4.0 4.0 -71.5 0.0 153.7 -163.8 OA 59 A 127.9 52.9 4.0 4.0 129.6 0.0 127.9 52.9 0.0 60 A 123.9 39.9 4.0 4.0 129.6 0.0 123.9 39.9 0.0 61 A 53.2 35.0 4.0 4.0 -48.7 0.0 53.2 35.0 0.0 '0.0 +0.0 +O.D +0. +Q.0 +o.o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +o:o , ±4.0 +O.o +0:0 +0,0 '0.0 +` + o.a o.o o.a Q.o D.o o.fl o.a D.a .0 0.0 o.a fl.D �\ 0.0 0.0 0.0 0.0 0.0 r+0.0 0.a 0 :0 0.0, 0.a 0.0 .0 0.0 OA 0.()\\ + + + '0.0 + ++ 0.0 0.0 0.0 0.0 Q.1 a. 0.0.0 a.fl 0.0 f1;0 0.0 a.a \01' O:o o.a �4 + +0.0 + + + +4, + '0. + + '0. + + + fl.D 0.0 fl, fl.0 0.9 1.6 3''14.3 .0 0.1 0.1 1 ❑.1 D,1 1 0.1 0.1 0.1 �\ '0.0 '0.4 � + 6.'� 0.0 0.4 0.4 6 1.7 '5.0 '0,8 '0.3 + 5.0 � 0.8 a.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.0 0 :0 0.0 0 0.1 �4 4.1 0.9 1.0 0.2 0.9 3.9 l $ 1.3 1.3 0.7 1.25 2.4 1.0 \5* O.i (/� ♦ ®" ^r JN + + + + + + + + + + + + + �p + + i� + + # 0.0 a.D 0.0 0.0 0.0 0.1 2.2 1.7 3.r 1.2 2.3 1.1 8.3 2.t 4 1.8, 1,9 3.3 0.2 0.1 + + + + '0. + + +30,32,5 = +o-5 + + + 0.0 0.0 0 0.2 0.1 0.0 0.Q 1 0.2 4.5 5.1 3. 1 0.9 3.3° 1.5 DA 0.1 0.0 + + + + + + + + +O + + + O.Q OA 1 1.6'5.'2 3.5 1.6 0.7 ' 1.$ 0.7 5.74.0 +04.3 2 �r 0.1 0.0 + + + + + + ++ + + + + + +..p + D,0 0.fl 0:0 0.0 0.4 2.5 4.9 4.8 3.7 3.9 2 3.f&.5 2.0 3.0 2.4 .7 5,ti 0.0 0.0 OA 0,¢1' +0.0 0.2 AO+6.3 0.8 2.3 4. 4 5.6 1.9 0.0 0 -2 1.2 4.1 +0.0! *a: +O.o +0 . 1.2 *3 - ., '►f .2 i 54 +5.2 `0.1 +0.5 +Q.s D.6` '.r ��`*- +0.0 +0.0 ,+0,0 +0.8 H +4.4 +1.9 01.4 'M +0.2 + + + �T + + + 'a.a a.fl o c; '0.0 1.1 0.3 1.4 1.$ 0.5 0.1 a.i o.fl o.a o.D 0-0 +0.0 +0.0 -(-.0 +a :0 +0.0 +0.0 r ., 0.0 0,0 +0.0 +0.0 +0.0 0.0 0.0 V0 X0.0 +0.1 +0 -3 +0.0 +0.0 +0.0 +0.2 +1.3.0 0 0 0.0 0.1 0.2 07 1 0 +0 -0 +0:0 -0.1 +0.2 0,0 -0.1 +0 -1 +0.0 +0.1 0.1 +0.0 +o s +0.4 +0.2 +1.2. +0.1 +0.3 \1 +0. , +01 , +0.4 +2.0 1.6 6.4 +3.1 +0.9 +0.3 +01 +0.0 +0.0 +0.0 }0.0 +0A +0 -0 4. 0 1.1 4� 3.2 0.7 4.2 0.1 0.0 0.0 0.0 O.D D.D 0.0 O.D V* I- 3 -1 1.3 4.9�` 2.2 0.8 1.D 0.7 D.3 0.1 0.1 0.0 O.a O.D 0.0 O.D 0.0 0.0 0,0 +1.6 +2.1 +1.2 +,�!1, +4.8 +0.9 +0.4 +0.3 {0.2 +0 -1 +0.1 +0.0 +0.0 +0.0 +D.D +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 3�1 3.6 0.5 4 6.7 1.5 0.3 0.2 0.1 0.1 0.1 O.D 0.0 O.D O.D 0.0 O.D D.D 0.0 0.0 O.D 0.0 D.D 7.6 3_9 1.$ 4 4.2 0.3 0 -1 0.1 0.0 0.0 0.0 0.0 0-0 a.fl 0.0 0.0 0 -0 0.0 0.0 0,0 0 -0 0.0 H onf +5.6 +4.9 +3-8W3.6 +01 + 0.6 +1.2 +0.2 +0.1 +1.3 +0.8 +0.1 +0.0 +0_0 0.0 +o.D +0:0 +0.0 +0.0 +0 -D +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 +a.a +a.a +o.D +o D 0.0 +0.0 +0.0 +0.0 +0-0 +0.0 +D.D +0.0 +0.0 +0 -0 +0 -0 ++ 3 -CY +0.3 + +0_0 +0.0 +0.0 +0_0 0.3 O.D 0.0 D -0 O.D 0.0 D.0 0.0 D.0 0.0 0 -D 0.0:O"" D.D +1.8 2.0 0.1 0.0 0.0 0.0 0.0 0.0 G.D 0.0 0.0 0.0 o 0.0 D.o o.a 3. 2.1 0.1 0 -0 0 -0 0.0 0 -0 .- Oat "` D 0 0.0 0 -0 0A 0.0 0.0 0 -0 0 -4 2.71 -,, 0,0 0.4 49 2.2 0_.0 0-0 ~ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 +2.243.2 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 DA 0.0 0.0 0.0 +- + + + + � + + + + + + 0.0 0.2 2.1 _V-1 0.0 0.0 D.D D.D 0.0 0.0 0.0 0.0 0.4 4 2.2 0.0 0.6 0,0 0.0 +0.0 +DA +0.1 +0.1 +0.0 Plan View Scale 1" = 30' +0.0 +!� +0.0 �r. r 2. +0 0 0.0 IOPERTY LINE +0.0 +0 -0 0A +0.0 +D. +0.0 +0.0 +0.0 +0.0 +0.0 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 0•00% • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434 295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology SEAL KEY PLAN Perkins Lastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: PHOTOMETRIC PLAN SCALE: E1 .0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 KBA8 LED LED Specification Bollard Specifications H 8" Round (20.3 cm) Height: 42 (106.7 cm) Weight 27lbs (max): (12.25 kg) D Catalog Number Notes Introduction The KBA8 Bollard is a stylish, fully integrated LED solution for walkways. It features a sleek, modern design and is carefully engineered to provide long- lasting, energy - efficient lighting with a variety of optical and control options for customized performance. With an expected service life of over 20 years of nighttime use and up to 70% in energy savings over comparable 100W metal halide luminaires, the KBA8 Bollard is a reliable, low- maintenance lighting solution that produces sites that are exceptionally illuminated. EXAMPLE: KBA8 LED 16C 700 40K SYM MVOLT DDBXD KBA8 LED' KBA8 LED Asymmetric 12C 12 LEDs' Symmetric 16C 16 LEDs 350 350 mA 450 4SO mA 3.4 530 530 mA 700 700 mA Accessories Ordered and shipped separately. MRAB U Anchor bolts for KBA8 LED e 30K 3000 K 40K 4000 K 50K 5000 K AMBPC Amber phosphor converted AMBLW Amber limited wavelength 34 ASY Asym- metric' SYM Sym- metric' MVOLT 1 1201 2081 2401 2771 3474 Shipped installed PE Photoelectric cell, button type DMG 0-10V dimming driver (no controls) ELCW Emergency battery backup 6 Shipped installed SF Single fuse (120, 277, 347V)4.1 OF Doublefuse (208, 24OV) 4'' H24 24" overall height H30 30" overall height H36 36" overall height FG Ground fault festoon outlet L /AB Without anchor bolts (3 bolt base) L /AB4 4 bolt retrofit base without anchor bolts 6 DWHXD White Striping' DNAXD Natural SDDB Dark NOTES 1 Only available in the 12C, ASY version. 2 Only available in the 16C, SYM version. 3 Only available with 450 AMBLW version. 4 Not available with ELCW. 5 MVOLT driver operates on any line voltage from 120 -277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, OF options), or photocontrol (PE option). 6 Not available with 347V. Not available with fusing. Not available with 450 AMBLW. 7 Single fuse (SF) requires 120, 277, or 347 voltage option. Double fuse (DF) requires 208 or 240 voltage option. 8 MRAB U not available with UA84 option. 9 Striping is available only in the colors listed. '. L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www lthonia, com L /GHT //VG © 2012 -2014 Acuity Brands Lighting, Inc. All rights reserved. fA L /THON /A L /GHT /NG Catalog Number Notes FEATURES & SPECIFICATIONS Type INTENDED USE Provides ears of maintenance -free illumination for outdoor use in residential & commercial applications. Y PP Ideal for applications such as lighting walkways and stairways. CONSTRUCTION Cast - aluminum housing with corrosion - resistant paint in either dark bronze or white finish. ADA compliant. OPTICS 4000K CCT LEDs. Polycarbonate lens protects the LED from moisture, dirt and other contaminants. LUMEN MAINTENANCE: The LED will deliver 70% of its initial lumens at 50,000 hour average LED life. See Lighting facts label on page 2 for performance details. ELECTRICAL MVOLT driver operates on any line voltage from 120 -277V. Operating temperature -300C to 400C. 1 KV surge protection standard. INSTALLATION Surface mount to universal junction box (provided by others). LISTINGS UL Listed to U.S. and Canadian safety standards for wet locations. Tested in accordance with IESNA LM -79 and LM -80 standards. WARRANTY Five -year limited warranty. Specifications Full warranty terms located at www.Acuity EIrands .com /CustomerResources/Terms and Conditions.asox. All dimensions are inches (centimeters) Outdoor General Purpose OLSR & OLSS LED STEP LIGHT fighting LISTED facts Penes Lumen values are from photometric tests performed in accordance with IESNA LM- 79 -08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end -user environment and application. Actual wattage may differ by +/- 8% when operating between 120 -480V +/ -10 %. 350 16 641 40 1 1 1 809 51 1 1 1 1 aluminum ®® bronze DDBXD Dark SDWH White 1 bronze SDBL Black DBLXD Black SDNA Natural DDBTXD Textured 7324 aluminum bolts with double nuts and washers and 3 3/4" bolt circle template ensure stability. dark SDTG Tennis 700 bronze 1,214 green DBLBXD Textured SDBR Bright red 1 black 1,646 55 1 1 SDBUA Dark blue DNATXD Textured Amber450 natural SDYLB Yellow 560 aluminum 20 DWHGXD Textured 0 0.185 350 white 888 44 NOTES 1 Only available in the 12C, ASY version. 2 Only available in the 16C, SYM version. 3 Only available with 450 AMBLW version. 4 Not available with ELCW. 5 MVOLT driver operates on any line voltage from 120 -277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, OF options), or photocontrol (PE option). 6 Not available with 347V. Not available with fusing. Not available with 450 AMBLW. 7 Single fuse (SF) requires 120, 277, or 347 voltage option. Double fuse (DF) requires 208 or 240 voltage option. 8 MRAB U not available with UA84 option. 9 Striping is available only in the colors listed. '. L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www lthonia, com L /GHT //VG © 2012 -2014 Acuity Brands Lighting, Inc. All rights reserved. fA L /THON /A L /GHT /NG Catalog Number Notes FEATURES & SPECIFICATIONS Type INTENDED USE Provides ears of maintenance -free illumination for outdoor use in residential & commercial applications. Y PP Ideal for applications such as lighting walkways and stairways. CONSTRUCTION Cast - aluminum housing with corrosion - resistant paint in either dark bronze or white finish. ADA compliant. OPTICS 4000K CCT LEDs. Polycarbonate lens protects the LED from moisture, dirt and other contaminants. LUMEN MAINTENANCE: The LED will deliver 70% of its initial lumens at 50,000 hour average LED life. See Lighting facts label on page 2 for performance details. ELECTRICAL MVOLT driver operates on any line voltage from 120 -277V. Operating temperature -300C to 400C. 1 KV surge protection standard. INSTALLATION Surface mount to universal junction box (provided by others). LISTINGS UL Listed to U.S. and Canadian safety standards for wet locations. Tested in accordance with IESNA LM -79 and LM -80 standards. WARRANTY Five -year limited warranty. Specifications Full warranty terms located at www.Acuity EIrands .com /CustomerResources/Terms and Conditions.asox. All dimensions are inches (centimeters) Outdoor General Purpose OLSR & OLSS LED STEP LIGHT fighting LISTED facts Penes Lumen values are from photometric tests performed in accordance with IESNA LM- 79 -08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end -user environment and application. Actual wattage may differ by +/- 8% when operating between 120 -480V +/ -10 %. 350 16 641 40 1 1 1 809 51 1 1 1 1 870 54 1 1 ®® Asymmetric 530 22 947 43 1 1 1 1,191 54 1 1 1 1,282 58 1 1 7324 rated for -20 °C minimum ambient. bolts with double nuts and washers and 3 3/4" bolt circle template ensure stability. 93 350 3 Engines (12 LEDs) 700 31 1,214 40 1 1 1 1,527 51 1 1 1 1,646 55 1 1 0.118 of operating hours below. For other lumen maintenance values, contact factory. 12C uplight. Light engines are available in standard 4000 K ( >70 CRI) or optional 3000 K Amber450 16 540 2700K 3000K 4500K 6500K 560 20 0 1 0 0.185 350 20 888 44 1 0 0 1,116 56 1 0 0 1,203 60 1 0 0 350 20W 0.197 0.131 0.128 0.721 0.114 Symmetric 530 28 1,254 45 1 0 0 1,598 57 1 0 1 1,719 61 1 0 1 Amber 450 20W 4 Engines (16 LEDs) 700 39 1,608 41 1 0 1 2,022 52 1 0 1 2,180 56 2 0 1 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 LEGEND 4 3 4 4 v Amber450 20 IU 0.1 fc 3 3 374 19 0 0 0 Note: Available with phosphor- converted amber LED's (nomenclature AMBPC). These LED's produce light with 97+% >530 nm. Output can be calculated by applying a 0.7 factor to 4000 K lumen values and photometric files. Projected LED Lumen Maintenance Electrical Load Data references the extrapolated performance projections for the platforms noted in a r 25 C ambient, based on 10,000 hours of LED testing (tested per IESNA LM -80-08 and 11 ®® ELECTRICAL Light engines consist of high- efficacy LEDs mounted to metal -core circuit 120 208 240 277 347 °z of 1 1 h 00.000 houurs rs w with < 1 /° failure rate. Electrical components are mounted on projected per IESNA TM- 21 -11). a removable power tray. One -piece 8 -inch round extruded aluminum shaft with thick side walls for LISTINGS extreme durability, a high - impact clear acrylic lens and welded top cap. Die -cast CSA certified to U.S. and Canadian standards. Light engines are IP66 rated. aluminum mounting ring allows for easy leveling even in sloped locations and a full Rated for -40 °C minimum ambient. Cold- weather emergency battery backup 360- degree rotation for precise alignment during installation. Three /2" x 11" anchor rated for -20 °C minimum ambient. bolts with double nuts and washers and 3 3/4" bolt circle template ensure stability. 93 350 16W 0.158 0.118 0.114 0.109 0.105 Note: Specifications subject to change without notice. To calculate LLF, use the lumen maintenance factor that corresponds to the desired number 80° 530 22W 0.217 0.146 0.136 0.128 0.118 of operating hours below. For other lumen maintenance values, contact factory. 12C uplight. Light engines are available in standard 4000 K ( >70 CRI) or optional 3000 K ( >80 CRI) or 5000 K (67 CRI). Limited - wavelength amber LEDs are also available. 467 540 2700K 3000K 4500K 6500K 560 A e fie E,ecD mDcE E) a.nan VA: 00 10 O 20 0 30 O 700 31W 0.296 0.185 0.168 0.753 0.139 IN - 90° H Amber 450 16W 0.161 0.120 0.115 0.110 0.106 0 25,000 50,000 100,000 350 20W 0.197 0.131 0.128 0.721 0.114 530 W 0.282 0.178 0.162 0.148 0.135 1.00 0.98 0.97 0.95 16C 700 39W 39 0.385 0.231 0.207 0.185 0.163 Amber 450 20W 0.199 0.139 0.130 0.123 0.116 awTo see complete photometric reports or download .ies files for this product, visit Lithonia Ughting's KBA8 Bollard homepage. sofootcandle plots for the KB LED Bollards. Distances are in units of mounting height (3'). 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 LEGEND 4 3 4 4 v IU 0.1 fc 3 3 -o ■ z 0.5 fc 1.0 fc ° g 3.0 fc ' � '1 a ao ■n 2 6.Ofc 2 n Z Z 3 Z Z b d �w Y �w 12C 700 40K ASY 16C 700 40K SYM FEATURES & SPECIFICATIONS 11 INTENDED USE The rugged construction and clean lines of the KBA bollard is ideal for illuminating ELECTRICAL Light engines consist of high- efficacy LEDs mounted to metal -core circuit building entryways, walking paths, and pedestrian plazas, as well as any other boards to maximize heat dissipation and promote long life (L95/100,000 hours location requiring a low mounting height light source with fully cutoff illumination. at 00mA Class electronic drivers are designed for an expected life Nlwwireawa�«en,loie�NALM.,y.,ppa ApP, «,.an «n",�w.t,«a sw,. Lwarev rn. re g apanm.m n. Ei»,w VIBIt www.11ghtingf- ts.eam for the Label Reference i4laui, �mk «N,SLwBHkrklan,m,2, . °nw «p my pow N °z of 1 1 h 00.000 houurs rs w with < 1 /° failure rate. Electrical components are mounted on CONSTRUCTION a removable power tray. One -piece 8 -inch round extruded aluminum shaft with thick side walls for LISTINGS extreme durability, a high - impact clear acrylic lens and welded top cap. Die -cast CSA certified to U.S. and Canadian standards. Light engines are IP66 rated. aluminum mounting ring allows for easy leveling even in sloped locations and a full Rated for -40 °C minimum ambient. Cold- weather emergency battery backup 360- degree rotation for precise alignment during installation. Three /2" x 11" anchor rated for -20 °C minimum ambient. bolts with double nuts and washers and 3 3/4" bolt circle template ensure stability. 93 Overall height is 42" standard. WARRANTY FINISH Five -year limited warranty. Complete warranty terms located at Exterior parts are protected by a zinc- infused super durable TGIC thermoset www.acuitybrands. com / CustomerResources /Terms_and_conditions.aspx. powder coat finish that provides superior resistance to corrosion and weathering Note: Specifications subject to change without notice. for maximum retention of gloss and luster. A tightly controlled multi -stage process 80° ensures a minimum 3 -mil thickness for a finish that can withstand the elements 187 without cracking or peeling. Available in both textured and non - textured finishes. OPTICS Two fully cutoff optical distributions are available: symmetrical and asymmetrical. IP66 sealed LED light engine provides smoothly graduated illumination without any uplight. Light engines are available in standard 4000 K ( >70 CRI) or optional 3000 K ( >80 CRI) or 5000 K (67 CRI). Limited - wavelength amber LEDs are also available. 467 '. L /THON /A L /GHT //VG One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.11tcooia.com KBA8 -LED 0 2012 -2014 Acuity Brands Lighting, Inc. All rights reserved. Rev. 06/24/14 OLSR & OLSS LED Step Light PHOTOMETRICS To see complete photometric reports or download .ies files for this product,visit Lithonia Lighting's Outdoor LED homepage Tested in accordance with IESNA LM -79 and LM -80 standards. OLSR OLSS Polar Candela Distribution 200 180° 170° 160° ISO- 1400 167 130° 133 1 120° 00 110° 67 33 144° CD: 0 900 33 80° 67 70° 100 600 133 167 500 200 VA: 0- 10° 200 340 400 ■ Max Cd: 22.50 H ■ -0 °H ■ - 900 H Note: Specifications are subject to change without notice. Actual performance may differ as a result of end -user environment and application. Polar Candela Distribution 200 180" 170" 11:.0° ISO- 140° 6-1/2 5 -7/8 167 1301 (16.5) (15.0) 133 100 1200 67 110° 6 -1/2 3 -1/8 5 -7/8 3 -1/8 (16.5) (7.9) (15.0) (7.91 33 1000 CD: 0 900 7 EE� 33 80° o ® �a_ 67 70° 100 60° 133 I ead times will vary depending on options selected. Consult with your sales representative. Example: OLSS DDB 167 54° 200 VA; 00 100 200 300 401 ■ -0 °H ■ 900 H Color temperature (CCT) Voltage Finish OLSR Steplightround (blank) 4000K (blank) MVOLT (120V-277V) DDB Dark bronze OLSS Step light square WH White DECORATIVE INDOOR & OUTDOOR OLSR -OLSS fighting facts i,na.Lnle 11 Light Output (Lumens) Watts Lumens per Watt (Efficacy) 370 9 41 Color Accuracy Color Rendering Index (CRI) 75 2700K 3000® K e500K Nlwwireawa�«en,loie�NALM.,y.,ppa ApP, «,.an «n",�w.t,«a sw,. Lwarev rn. re g apanm.m n. Ei»,w VIBIt www.11ghtingf- ts.eam for the Label Reference i4laui, �mk «N,SLwBHkrklan,m,2, . °nw «p my pow N ",,.�. IDDE. wmw, Guide. CgDhtingfacft""`® Light Output (Lumens) 330 Watts 9 Lumens per Watt (Efficacy) 38 Color eAccuracycr:I) 75 2700K 30DOK 0.500K 6500K ne Cren,rc« ena Visit www.lightingfacts.com to, the Label Reference Guide, OLSR -OLSS IA L /THON /A L/GHT/NG� An �,McuityBrands Company DECORATIVE INDOOR & OUTDOOR: One Whonia Way Conyers, GA 30012 Phone: 1- 800 - 279 -8041 Fax: 770- 860 -3903 www.lithonia.come 2012 -2013 Acuity Brands Lighting, Inc. All rights reserved. Rev. 10/30/13 fA L /THON /A L /GHT /NG FEATURES & SPECIFICATIONS INTENDED USE - TheOLWP provides years of maintenance -free general illumination for commercial or residential outdoor applications such as driveways, patios, loading areas and warehouses. CONSTRUCTION - Rugged cast - aluminum, corrosion - resistant rear mounting plate. Impact resistant polycarbonate front cover /diffuser resists fading and cracking. Driver operates at 120V. Operating temperature -40 °C to 40 °C. OPTICS- High- performance LEDs maintain 70 %oflight outputat50 ,000 hours ofservice. (LED lifespan based on IESNA LM -80 -08 results and calculated per IESNA TM -21 -11 methodology.) Lenses are engineered for superior lighting distribution, uniformity and fixture spacing. See Lighting Facts Labels for specific fixture performance. INSTALLATION - Designed for wall mounting more than 4' above the ground. Mounts to a recessed junction box (by others). LISTINGS - UL Listed to US and Canadian safety standards for wet locations. WARRANTY - 5 -year limited warranty. Complete warranty terms located at www. acuitybrands .com /CustomerResources /Terms and conditions.asOx Actual performance differ as a result of end -user environmentandapplication. P Y PP All values are design or typical values, measured under laboratory conditions at 25 °C. Note: Specifications subject to change without notice. Catalog Number Notes Type Outdoor General Purpose OLWP LED WALL PACK D UE us lighting LISTED facts LOCATION - O r7 10 -1/2 (26.6) 5 -3/8 3 1/2 (133 ) (9.0) All dimensions are inches (centimeters) unless otherwise indicated. r'r l 1 All configurations ofthis product are considered "standard"and have short lead times. Example: OLWP 11PEBZ OLWP 11 D Ult-e LyMing PE BZ Series OLWP Lumens /Color temperature (CCT)' 11 1096lumens /4000K Voltage (blank) 120V OLCFM 1s BZ Bronze PE Button photocell DECORATIVE INDOOR & OUTDOOR OFA L /THOVV /A L /GHT //VG° FEATURES & SPECIFICATIONS INTENDED USE -The OLCFM provides years of maintenance -free general illumination for residential and commercial outdoor applications such as porches, covered walkways and store entrances. Catalog Number Notes Notes 1 Nominal Correlated Color Temperature (CCT) per ANSI (78.377 -2008. OLWP11 CONSTRUCTION - Rugged cast - alurninum to late and outer-ring are protected b a thermoset 99 top -plate 9 P Y powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled Outdoor General Purpose multi -stage process ensures a minimum mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. OOM "'IkIil Polycarbonate LED lens /cover protects LEDs. OLUM Fixture weight = 2.98 lbs. OPTICS -96 high - performance LEDs produces up to 1077 lumens and maintain 70% of light output at 50,000 hours of service. (LED lifespan based on IESNA LM -80 -08 results and calculated per IESNA TM -21 -11 methodology.) White acrylic diffuser provides a soft white light at 4000K CCT OUTDOOR LED CAST FLUSH MOUNT C775 See Lighting Facts Labels for specific /fixture performance. o , , ELECTRICAL - Fixture operates at 120 volts, 60 Hz. _ U lighting Standard input =16.6 watts f LISTED facts Operating temperature -400C to 400C. Amps @ 120V =.131. Surge protection = 2.5kV. LOCATION`" INSTALLATION - Mounts easily to existing junction box (by others). LISTINGS- UL Listed to U.S. and Canadian safety standards for wet locations. 10 -1A Designed for ceiling or wall mounting more than 4' above the ground. 3/4 I26.0) Tested in accordance with IESNA LM -79 and LM -80 standards. 11.9) 9.1711 le.al WARRANTY -5 -year limited warranty. Complete warranty terms located at - - www. acuitybrands .com /CustomerResources /Terms and conditions.asox Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Note: Specifications subject to change without notice. 0 11 -3/4 (29.8) All dimensions are inches (centimeters) unless otherwise indicated. r'r ' r' R-111111L All configurations ofthis product are considered " standard" and have short lead times. Example: OLCFM15DDI3 OLCFM tA9Hting D Ult-e LyMing 560 181)" 17LI" 160° 150° ° . rF Color Tern perature(CCT)' Voltage Finish RON OLCFM 1s (blank) 4000K (blank) 120V DDB Dark bronze Color Accuracy 120° Light Output (Lumens) 1096 WH White Notes 1 Nominal Correlated Color Temperature (CCT) per ANSI (78.377 -2008. DECORATIVE INDOOR & OUTDOOR OLCFM OLWP LED Wall Pack PHOTOMETRIC DIAGRAMS To see complete photometric reports or down load .ies files for this prod uct,visit the OLWP home page on www.Lithonia.com. Tested in accordance with IESNA LM -79 and LM -80 standards. OLWP 11 Polar Candela Distribution tA9Hting D Ult-e LyMing 560 181)" 17LI" 160° 150° 1401 ■• facts 467 134° lighting n P,agram m me u s. Doe 373 Lumens per Watt (Efficacy) 61 Color Accuracy 120° Light Output (Lumens) 1096 280 2700K 3000 OK Watts 20 187 110° Lumens per Watt (Efficacy) 54 93 100° Type Lum ne re - ArealRO -y 60° Color Accuracy 74 CD; 0 900 Cab, Inde. )CRI) 93 80° VA: O° loo 200 30° 187 70° 280 - 60° 373 467 540 2700K 3000K 4500K 6500K 560 A e fie E,ecD mDcE E) a.nan VA: 00 10 O 20 0 30 O 40 O '9am smo,91,1W Tb. us De aene mE 1 r ■ - Max Cd: 2.51 H ana.la ldalaadregan lls ■ -00H IN - 90° H Visit www.lightingfacts.com for the Label Reference Guide. Reglal n Number: NJSM 811LAR6 (1 -2012) e umber 0- TOUldcor wall pxk ype' I 11 1A L /THON /A L /GHT /NG olwP 11 An l cuityBrands Company DECORATIVE INDOOR & OUTDOOR: One Lithonia Way, Conyers, GA 30012 Phone: 800 -748 -5070 Fax: 770- 860 -3903 www,lithonia.com c 2013 -2015 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/11/15 OLUM Outdoor LED Cast Flush Mount PHOTOMETRIC DIAGRAMS To see complete photometric reports or download Jes files for this product,visit www.Lithonia.com. Tested in accordance with IESNA LM 79andLM 80standards. Polar Candela Distribution 400 180° 1711° 160° 1500 1400 333 130° 267 120° 240 133 1100 67 too- CD; 0 900 67 80° 133 700 200 600 267 333 500 400 VA: O° 10° 20° 30° 400 ■ -0 °H ■ - 900 H Polar Candela Distribution tA9Hting lDLlaionia i lighting g f acts 140° 342 _ . _ 130° Light Output (Lumens) 1029 Watts 16.6 Lumens per Watt (Efficacy) 61 Color Accuracy 110° Color Rendering Index (CRI) 85 2700K 3000 OK 6500K NALk1- r,znna Ana 111 -1 enianm,nier,ea,,,,ei.,nn Plwlpnwl"c Testing p7[splM -Slate Liglifing. The U.S. Depanment pl Energy (DOE) -r- Bala ane resulls- Visit Visit www.lightingfacts.com for the Label Reference Guide. Reglslwt.r Number NJSM- KFC55F (&sN13) Motle Number. OLCFM 15 DDB 205 0 Type Lum ne re - ArealRO -y Polar Candela Distribution 410 180° 170° 1600 150° 140° 342 _ . _ 130° 273 2700K 3000K 4500K 120° 205 0El 1.f s Guide. 137 110° 68 1000 CD I 0 90° 68 80° 137 700 205 0 60° 273 342 500 410 VA: O° loo 200 30° 400 IN -OOH ■ -901H fighting facts- Light Output (Lumens) Watts Lumens per Watt (Efficacy) 1077 16.6 64 Color Accuracy Color Rendering Inar, (CRI) 85 2700K 3000K 4500K 6500K emg 1l-NA LM 79 2008 A p Dana lea does ag:a , Sul'isa -S Da 11l m 'E gy, Visit www.lightingfacts.com for the Label Reference Regimralion Number NJSM.BGYP7L )015120131 eel Number OLCFM t5 WH ype'. Luminaire - A- ROaAvay 0El 1.f s Guide. /A L /THON /A L2 /GHT 1NG OLCFM An SW cu/ty8rands Company DECORATIVE INDOOR & OUTDOOR: One Lithonia Way, Conyers, GA 30012 Phone: 800 -748 -5070 Fax; 710- 860 -3903 www.lithonia.com 0 2013 -2015 Acuity Brands Lighting, Inc. All rights reserved. Rev, 09/15115 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS •� • 0 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development /Residential l Infrastructure l Technology SEAL KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: LIGHTING CUTSHEETS SCALE: E2.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 PLANTING DESIGN SCHEDULE , IL ROOT/ _ KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES TREES AAR AMELANCHIERARBOREA DOWNY SERVICEBERRY BN BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 6 7' -8' HGT. B &B 11 12' -14' HGT. B &B MULTI -STEM MULTI -STEM CC CERICS CANADENSIS REDBUD 6 7' -8' HGT. B &B CF CORNUS FLORIDA WHITE FLOWERING DOGWOOD PINK FLOWERING DOGWOOD FRINGE TREE IDYLLWILD JUNIPER 4 7' -8' HGT. B &B CFR CORNUS FLORIDA "RUBRA" 4 7' -8' HGT. B &B CV CHIONANTHUS VIRGINICUS JUNIPERUS VIRGINIANA " IDYLLWILD" LAGERSTROEMIA'NATCHEZ MAGNOLIA SOULANGIANA " ALEXANDRINA" 9 7' -8' HGT. B &B MULTI -STEM JV LN MS 5 7' -8' HGT. B &B NATCHEZCRAPEMYRTLE 15 9' -10' HGT B &B MULTI -STEM ALEXANDRINA SAUCER MAGNOLIA 2 3 " -3.5" CAL B &B SPECIMAN ROOT/ KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES SHRUBS -1-CFR AA ARONIA ARBUTIFOLIA "BRILLANTISSIMA" BUXUS'GREEN MOUNTAIN' BRILLIANT CHOKE BERRY GREEN MOUNTAIN BOXWOOD 37 3'-4' HGT #5 CONT SPACING AS SHOWN BG 63 2.0' -2.5' #7 CONT SPACING AS SHOWN CAH CLETHRA ALNIFOLIA "HUMMINGBIRD" HUMMINGBIRD SUMMERSWEET 16 2' -3' HGT #3 CONT SPACING AS SHOWN CS CORNUS SERICEA F. BAILEYE BAILEY'S RED TWIG DOGWOOD 4 3'-4' HGT #5 CONT SPACING AS SHOWN FG FOTHERGILLA'GARDENII' FOTHERGILLA 12 2.0' -2.5' #5 CONT SPACING AS SHOWN HQ HYDRANGEA QUERCIFOLIA "ALICE" ALICE OAKLEAF HYDRANGEA 17 3'-4' HGT #7 CONT SPACING AS SHOWN IG ILEX GLABRA " NIGRA" NIGRA INKBERRY HOLLY 23 2.5' -3.0' HGT #7 CONT SPACING AS SHOWN NL ITEA VIRGINIANA "LITTLE HENRY" LITTLE HENRYVIRGINIA SWEETSPIRE RED SPRITE WINTE RB E RRY HOLLY WINTER RED WINTERBERRY HOLLY ROSESHELL AZALEA HOLMSTRUP AMERICAN ARBORVITAE MAPLE - LEAVED VIBURNUM PRAGENSE VIBURNUM BLACK -HAW VIBURNUM 22 2.0' -2.5' 2.0' -2.5' 3' -4' HGT 3'-4' HGT 4' -5' HGT #3 CONT SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN IVR ILEX VERTICILLATA "RED SPRITE" ILEX VERTICILLATA "WINTER RED" RHODODENDRON PRINOPHYLLUM THUJA OCCIDENTALIS " HOLMSTRUP" VIBURNUM ACERIFOLIUM VIBURNUM PRAGENSE VIBURNUM PRUNIFOLIUM 39 #3 CONT NW 4 #5 CONT RP 21 #5 CONT TO 2 #7 CONT VA 4 3'-4' HGT 3 4' -5' HGT 3 6' -8' HGT #5 CONT VP B &B VPR B &B KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES HERBACEOUS AD AH Al AMT ARUNCUS DIOOCUS AMSONIA HUBRICHTII ASCLEPIAS INCARNATA ACHILLEA MILLEFOLIUM'TERRACOTTA' AQUILEGIA CANADENSIS ACTAEA RACEMOSA GOATSBEARD BLUE STAR FLOWER 2 NA #1 CONT #1 CONT #1 CONT 6 8 NA NA SWAMP MILKWEED TERRACOTTA YARROW 10 NA #1 CONT AQC COLUMBINE 33 NA #1 CONT AR BUGBANE 28 NA #1 CONT AT ASCLEPIAS TUBEROSA BUTTERFLYWEED 7 NA #1 CONT CD CAREX DIGITALIS SLENDER WOODLAND SEDGE 60 NA #1 CONT CV COREPOPSIS VERTICILLATA 'ZAGREB' TICKSEED 4 NA #1 CONT ED EUTROCHIUM DUBIUM "LITTLE JOE" EUTROCHIUM FISTULOSUM ECHINACEA PURPUREA "LEUCHTSTERN" ECHINOPS RITRO'VEITCHS BLUE' GERANIUM MACULATUM HEUCHERA AMERICANA HELIOPSIS HELIANTHOIDES LITTLE JOE, JOE PYE WEED 8 NA #1 CONT EF HOLLOW JOE PYE WEED 5 NA #1 CONT EP PURPLE CONEFLOWER 7 NA #1 CONT ER GLOBE THISTLE 7 NA #1 CONT GM WILD GERANIUM 9 NA #1 CONT HA AMERICAN ALUMROOT 15 NA #1 CONT HH OX -EYE 13 NA #1 CONT HT HYLOTELEPHIUM TELEPHIOIDES ALLEGHENY STONECROP 4 NA #1 CONT LA LAVENDULA AUGUSTIFOLIA LAVENDER 4 NA #1 CONT LC LOBELIA CARDINALS CARDINAL FLOWER 7 NA #1 CONT LS LIATRIS SPICATA'KOBOLD' MONARDA FISTULOSA POLYSTICHUM ACROSTICHPODES PYCNANTHEMUM INCANUM GAYFEATHER WILD BERGAMOT CHRISTMAS FERN HOARY MOUNTAIN MINT 9 NA #1 CONT MF 5 NA #1 CONT PA 36 NA #1 CONT PI 14 NA #1 CONT POP PODOPHYLLUM PELTATUM MAYAPPLE 36 NA #1 CONT PP PHLOX PANICULATUM'DAVID' DAVID PHLOX 7 NA #1 CONT PV PANICUM VIRGATUM " SHENANDOAH" SHENANDOAH PANIC GRASS 80 NA #1 CONT RH RUDBECKIA HIRTA'GOLDSTURM' SENECIOAURENS SANGUINARIA CANADENSIS TIARELLA CORDIFOLIA VERNONIA NOVEBORACENSIS BLACK -EYED SUSAN 12 NA #1 CONT SA GOLDEN RAGWORT 14 NA #1 CONT SC BLOOD ROOT 24 NA #1 CONT TC TIARELLA CORDIFOLIA NEW YORK IRONWEED 12 NA #1 CONT #1 CONT VN 12 NA KEY SCIENTIFIC NAME COMMON NAME SIZE CONT. NOTES NO. NATIVE GRASS AND WILDFLOWER MEADOWS AM ACHILLEA MILLEFOLIM AS ASCLEPIAS SYRIACA YARROW COMMON MILKWEED 69 NA QT CONT GROUPS OF 5 -7, SPACING @ 18 IN. O.C. NA QT CONT GROUPS OF 5 -7, SPACING @ 24 IN. O.C. 39 EP ECHINACEA PURPUREA "LEUCHTSTERN" PURPLE CONEFLOWER 39 NA QT CONT GROUPS OF 7 -9, SPACING @ 24 IN. O.C. MF MONARDA FISTULOSA WILD BERGAMOT, BEEBALM 25 NA QT CONT GROUPS OF 5 -7, SPACING @ 30 IN. O.C. RF RUDBECKIA FULGIDA SPECIOSA "GOLDSTURM" BLACK -EYED SUSAN 39 NA QT CONT GROUPS OF 7 -9, SPACING @ 24 IN. O.C. SS SCHIZACHYRINUM SCOPARIUM LITTLE BLUESTEM 347 NA QT CONT SPACING @ 18 IN. O.C. NOTE: ALL GRASS AND WILDFLOWER MEADOW PLANTING AREAS SHALL BE COVERED WITH 2.0- INCHES OF DOUBLE GROUND HARDWOOD BARK MULCH. BIOFILTER PLANTING CALCULATION: 1) BIOFILTER AREA = 241 SQ. FT. 2) REQUIRED PLANTING = 10 TREES AND SHRUBS FOR EACH 1000 SQ. FT. BIOFILTER 3) PLANTING REQUIRED: 241 / 1000 = 0.24 X 10 = 2.4 TREES AND SHRUBS 4 PLANTING PROVIDED: 2 TREES, 7 SHRUBS, AND 170 SQ. FT. HERBACEOUS PLANTINGS 02 - PLANTING DESIGN SCHEDULE SCALE: NTS LANDSCAPE NOTES: I. LANDSCAPE CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH ALL ASPECTS OF THE DEVELOPMENT PROJECT. 2. CONTRACTOR SHALL CONTACT "MISS UTILITIES" AND THE OWNER TO FLAG /MARK ALL EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TO PERFORMING ANY DIGGING. 3. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR OWNER AND LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANT INSTALLATION. 4. ALL PLANTING BEDS WITHIN THE MEMORY CARE AND ASSISTED LIVING GARDENS SHALL HAVE V -0" DEPTH OF TOPSOIL. ALL LAWN AREAS SHALL HAVE 4" OF TOPSOIL. TOPSOIL SHALL BE FROM LUCK STONE OR APPROVED EQUAL. 5. ALL PLANTING BEDS SHALL BE POWER TILLED TO A DEPTH OF 8" PRIOR TO PLANT INSTALLATION. ALL PROJECT PLANTING BED AREAS SHALL HAVE 2" OF DOUBLE GROUND HARDWOOD BARK MULCH. 6. LAWN SEED SHALL BE TURF TYPE, TALL FESCUE MIX. 7. PLANT MATERIALS SHALL COMPLY WITH ALL SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF THE AMERICAN STANDARDS FOR NURSERY STOCK AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 8. ALL TREES SHALL BE STAKED IN AT LEAST THREE LOCATIONS TO ENSURE STABILITY. 9. CONTRACTOR SHALL LOCATE ALL PROPERTY LINES. NO WORK SHALL BE PERFORMED ON ADJACENT PROPERTY OR ROAD RIGHT -OF -WAY WITHOUT WRITTEN PERMISSION BY THE OWNER. 10. CONTRACTOR SHALL INSPECT THE SITE TO CONFIRM EXISTING AND PROPOSED CONDITIONS AND SHALL CONTACT THE OWNER AND ARCHITECT IMMEDIATELY SHOULD THERE BE DISCREPANCIES BETWEEN THE SITE AND THE PLANS. 11. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE PLANS AND THE PLANTING SCHEDULE, THE PLANS SHALL BE FOLLOWED. 12. THE CONTRACTOR SHALL GUARENTEE/ WARREN TY ALL PLANTS AGAINST DEFECTS, DECLINE, DEATH, AND SATISFACTORY GROWTH FOR ONE YEAR FROM THE DATE OF FINAL OWNER ACCEPTANCE. 13. SEE CIVIL PLAN FOR ALL PAVEMENT DESIGN AND RETAINING WALL DESIGN LANDSCAPE SYMBOLS KEY DECIDUOUS SHRUB HERBACEOUS PLANTINGS EVERGREEN SHRUB HERBACEOUS PLANTINGS DECIDUOUS TREE + + + + + + + + SODDED LAWN EVERGREEN TREE LIMITS OF MULCH - -- - - - - - - -- LIMITS OF BIOFILTER, -SEE CIVIL-PLANS SEED WITH MID-ATLANI.LC POLLINATOR MIX — 10 -_IVR - HATCHED AREA NOTE- ALL PLANTING AREAS IN AND (XER fi02) WI YEG SS ER 80 -PV AROUND THE BIOFILTER SHALL HAVE 2.0 6 -VN ERNST SEED CO., SEED RATE @ 8 LBS /AC, — 20 -AR INCHES OF DBL. GRND. HARDWOOD f COVER WITH JUT M J-I AFTER SEEDING. _ 4_1 -VL — 5 -EF - - - - - -- ARK MULCH. - - - -- . 4 -IVW �.. - - -- 57 ��3 l� -�� 6 -HH — - - - 10, -- - - - - -- _ 12 -CASH - , _ - - - - - - ESMT. ---------------- - - - - -- -- - - - - -- - - - - - - - -- _ _ - - - - - — - 5 -JV 4- 4 LIMITS OF MULCH, TYPICAL I 6 -AA - I i i 2-H I 16�AAR I I II I I I 1 6�AA I IG) II I -HQ I SCREENIN; FENCE, SEE I I I / �8-AA II I I I I 1 / 1( I / 2 -HQ IIr� N3 .(AS I it I \I 3 -AA II I , 2-HQ I� I II I II II — _ � 2 -AA I I I 1I 12 -HQ I II i II / I � 1' — — — II8-AA /1 /1 / i 3 -HQ / / / v 1 V / 4 � / P _ ,P / - -4 4 1 NAM � I G) i I I ( I I I I I \ i I l \ I \ I — - -7` - -- --- - - - - -- 4L oho -426- - - - - 1I O - LIMITS OF MULCH, TYPICAL WIMNIqvApplillem , IL e .. ' , ill IF-ANNA MINN.- le"INALv- RF TYPE, TALL SOD Lim -1-CFR �._ ��►1 V3-�PR ►�i 7-PA r�r: NATIVE GRASS AND WILDFLOWER MEADOW I PLANTING AREA ill:, • �i \ 01 �- a _ GARDEN • ��,, ' I A SEE DTL. 7H T L TYPICAL x. / F k A / / F I F \ 1 j 1 1 Z Ir \ — — — — — — — — — — — — — — — — — — — — — — — — — — — _ I �X 'SAN. SEW. ESMT / \ A 1 I J � I - 425 TV I 4 / - -- A 4 � l R A A NOTE: ALL PLANTING AREAS IN THE A // / MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP 4 INCHES OF DBL. GRND. HARDWOOD 5 -AMT- 4 -CV 4 -ER 4 / / BARK MULCH. 6 -RH 3 -ER 4 -AT / /4 -PP 3 -AT 3 -PP HERB & ANNUAL FLOWER 11- G' PLANTER BY OWNER &--AR - A� i / � — v I l 1 R �i 4 _ / R ER STO ST N� PVVT 1 C_ V 4 -LA 4-VA / A 1 - - A/p 1 PHT I %FEEDER,SEE bTL� N / 2 -TO 1 - F 8 -IG HERB & ANNUAL FLOWER - PLANTINGS BY OWNER - VIL P 4 FLOWER POTS BY OWNER BIRD FEEDER, SEE DTL / 4 A y \ / 4 -PI _ 4 -C EIF�1� ` Ally, SEE L. i I � WOOD GARDEN - ARBOR, SEE DTLS. C A - i /3- MAILBOXES. / `R SEE DTLS // , ' 1 -CF/' �' 6 iG A �� I 2 G GARD N B L ARD / LIGH S, S C. PI p CU 1 - - - - - - - - - W I / / , J / W / A ;LIMITS 01,I ULCH, TYPICAL'A / A / Xp 01 - GARDEN PLANTING PLAN SCALE- 1" = 10' NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM SEAL D KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural- 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: GARDEN LANDSCAPE PLAN AS NOTED L -1 DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 09/08/2015 A SHALL E E SWQE RF TYPE, TALL SOD x. / F k A / / F I F \ 1 j 1 1 Z Ir \ — — — — — — — — — — — — — — — — — — — — — — — — — — — _ I �X 'SAN. SEW. ESMT / \ A 1 I J � I - 425 TV I 4 / - -- A 4 � l R A A NOTE: ALL PLANTING AREAS IN THE A // / MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP 4 INCHES OF DBL. GRND. HARDWOOD 5 -AMT- 4 -CV 4 -ER 4 / / BARK MULCH. 6 -RH 3 -ER 4 -AT / /4 -PP 3 -AT 3 -PP HERB & ANNUAL FLOWER 11- G' PLANTER BY OWNER &--AR - A� i / � — v I l 1 R �i 4 _ / R ER STO ST N� PVVT 1 C_ V 4 -LA 4-VA / A 1 - - A/p 1 PHT I %FEEDER,SEE bTL� N / 2 -TO 1 - F 8 -IG HERB & ANNUAL FLOWER - PLANTINGS BY OWNER - VIL P 4 FLOWER POTS BY OWNER BIRD FEEDER, SEE DTL / 4 A y \ / 4 -PI _ 4 -C EIF�1� ` Ally, SEE L. i I � WOOD GARDEN - ARBOR, SEE DTLS. C A - i /3- MAILBOXES. / `R SEE DTLS // , ' 1 -CF/' �' 6 iG A �� I 2 G GARD N B L ARD / LIGH S, S C. PI p CU 1 - - - - - - - - - W I / / , J / W / A ;LIMITS 01,I ULCH, TYPICAL'A / A / Xp 01 - GARDEN PLANTING PLAN SCALE- 1" = 10' NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM SEAL D KEY PLAN Perliffis Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural- 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: GARDEN LANDSCAPE PLAN AS NOTED L -1 DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 09/08/2015 NOTES: 1) PRECAST STONE, MONTEROS URN FOUNTAIN FROM GARDEN FOUNTAINS & OUTDOOR DECOR. WWW.GARDEN- FOUNTAINS.COM 2) FOUNTAIN SIZE: 47" DIA. X 26" TALL 3) ALL FOUNTAIN, PLUMBING, AND ELECTRIC DESIGN AND INSTALLATION DETAILS BY OTHERS. 08 - ASSISTED LIVING GARDEN FOUNTAIN DETAIL SCALE: NTS dW T rid `v C`�«t: �r ice•' -. � •. i, tf NOTES: 1) LAZY HILL FARM DESIGN WITH WOOD POST FROM THE GARDEN GATES. WWW.THEGARDENGATES.COM 09 - BIRD FEEDER DETAIL SCALE: NTS You may also like Cameron Mail Post $169 Duet Mail Post $329 Premium Steel Mailbox SKU: 276190 Hand fabricated with baked -on electrostatic polyester powder coating. 11'*H, 8 1/2"W, 21 "D. Premium Steel Mailbox Select Color v Quantity 17 FREE SHIP to STORE memo Morningstar Mail Post $298 NOTE: PREMIUM STEEL MAILBOX AND CAMERON POLE BY WALPOLE OUTDOORS OR EQUAL. ALL INSTALLATION DETAILS BY OTHERS. 05 - MAIL BOX AND POLE DETAIL SCALE: NTS NOTES: 1) FENCE SHALL BE WOOD. ALL CONSTRUCTION DETAILS BY OTHERS. 2) SIZE: 6' -0" HGT. 3) FINAL COLOR SHALL BE DARK SHUTTER GREEN OR AS DIRECTED BY OWNER. 06 - SCEEN FENCE DETAIL DETAIL SCALE: NTS % ir. • s —mot , A'• � - • rr + NOTES: 1) POLISHED BASALT BOWL FOUNTAIN BY COVERALL STONE OR EQUAL. WWW.COVERALLSTONE.COM 2) SIZE: 24 " -30" DIAMETER, 24" HGT. 3) ALL FOUNTAIN, PLUMBING, AND ELECTRIC DESIGN AND INSTALLATION DETAILS BY OTHERS. 07 - MEMORY CARE GARDEN FOUNTAIN SCALE: NTS t� ,.i�. SET TRUNK PLUMB. SEE 4 PLANS FOR EXACT LAYOUT I AND SPACING. TREE TIES, SEE SPE THREE 2" SO. OAK SET 120 DEGREES APART FINISHED GRADE APPLY 3" OF MULCF PLANTING AND WAT THOROUGHLY 4" COMPACTED EAF WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT RQMTS, PLAI PLANTING SOIL AME REMOVE BURLAP & FROM TOP 1/3 OF Ri BALL UNDISTURBED SOIL 01 - TREE PLANTING DETAIL SCALE: NTS SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY \ ARCHITECT. MULCH 4" DEEP IMMEDIATELY \ AFTER PLANTING AND WATER / THOROUGHLY. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1 "ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 113 OFROOTBALL 3" TALL WATERING PLANTING PIT. SEE / BERM SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, FINISHED GRADE AND PLANTING SOIL AMENDMENTS. 1.XB,4L[ .. III II- I I- ::.�:•�:�.'::.::.: III • '• '• '. .'•• II NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. 02 - SHRUB PLANTING DETAIL SCALE: NTS GROUND COVER AND /OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS. SPACE PLANTS AS SPECIFIED IN LAYOUT VARIES, SEE PLAN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. SLOPE PLANTING BED FOR POSITIVE DRAINAGE MULCH 3 " DEEP AFTER PLANTING AND WATER THOROUGHLY � I � PVMT :: :. FINISH GRADE 11= III= III ..:::::::::::::::::::::::::::::....:::.:::.:::.:::.:::::::.:::::::.:::.:::.:::::::::::::.: :::::::::::::::::::::::::::'::I =III= .�.. IIIII�IIIII ... III -III .. I 1 =1 1I- 03 - PERENNIAL PLANTING DETAIL SCALE: NTS Garden Arbor With Arch and Walk Gate . _ SKU: Garden Arbor With Arch and Walk Gate :� - •. S # Enduring charm in the garden is assured with a decorative k - , standard 4 -foot wide arched arbor with a pergola -style top. The standard Arched Arbor seen here is accompanied by a straight - '' top Chestnut Hill walk gate, horizontallvertical lattice panels on the side, and a privacy fence with lattice sections. As an added appeal.. this arbor will help encourage your favorite climbing plants throughout the summer months- zip Garden Arbor With Arch and Walk . 1 Gate true to the many options available in our custom designs and shipping `- or installation complexities, we are unable to offer this product online ♦ 1 L, Please call 800- 343 -8948 and we wifl be delighted to be of service NOTE: ARBOR WITH GATE BY WALPOLE OUTDOORS OR EQUAL. ALL INSTALLATION DETAILS BY OTHERS. 04 - GARDEN ARBOR WITH GATE SCALE: NTS NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM SEAL D KEY PLAN P ins L�asman 520 WEST SIXTH STREET CHARLOTTE, INC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: LANDSCAPE DETAILS SCALE: AS NOTED L -2 DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 09/08/2015