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SDP201500044 Plan - Revision 2016-01-19
BRANCHLANDS 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 8 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 CORN US FLORIDA 2815 N AUGUSTA ST 4 SUITE C 496 STAUNTON, VA 24401 PINK FLOWERING DOGWOOD TELEPHONE: 540 - 885 -0920 124 CONTACT: PAUL HUBER CHIONANTHUS VIRGIN ICUS 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, STEPBACKS PROVIDED) 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 8 397 3176 CERCIS CANADENSIS REDBUD 6 124 744 CORN US FLORIDA WHITE FLOWERING DOGWOOD 4 124 496 CORNUS FLORIDA "RUBRA" PINK FLOWERING DOGWOOD 4 124 496 CHIONANTHUS VIRGIN ICUS FRINGE TREE 9 125 1125 JUNIPERUS VIRGINIANA "IDYLLWILD" IDYLLWILD JUNIPER 5 16 80 LAGERSTROEMIA'NATCHEZ' NATCHEZ CRAPEMYRTLE 15 77 1155 MAGNOLIA SOULANGIANA "ALEXANDRINA" ALEXANDRINA SAUCER MAGNOLIA 2 145 290 TOTAL PROVIDED= 8342 REQUIRED = 10% * 0.97AC (SITE AREA)= 4225.32SF TMP 61Z -3 -5D Parking Area Landscape Summary Parking & Vehicular Circulation = 13820.48 sf Required Canopy (5% of Parking & Vehicular Circulation) = 691.02 sf Existing Trees (Per Asbuilt Landscape Plan SDP -96 -119) Name No Canopy (sf) Total (sf) Willow Oak 1 370 370 White Oak 2 340 680 Cherry 8 87 696 Dogwood 1 124 124 Magnolia 1 82 82 Red Maple 1 1 57 1 57 Proposed Trees on TMP 61 -Z -3D Name No Canopy Total Willow Oak 1 370 370 Total Canopy on TMP 61Z -3 -5D= 2379 sf MAJOR SITE PLAN AMENDMENT SDP 200100102 COUNTY OF ALBEMARLE, VIRGINIA 8/24/2015 Starbucks 0 Charlottesv , " ��. Fashion Square Maya n o n w e a I t h r( Wood Grill Buffet WESTFtELE) 142 7 SITE LOCATION RA,Nfl- 6 Aenc Cr / BRANCHLAN RETI 4` or 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 DEPARMMNT 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 APPROVALS DATE DEPARTMENT OF C0TMNfMTY DEVELOPT'vIENT PLANNER/ZONING ENGINEER INSPECTIONS ARS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMMNT OF TRANSPORTATION HEALTH DEPARTMENT NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 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 0'1' Q CRA 1G VV J. KOTA SK 1..ic. No. 0402048507 k`����� 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 STACK) V�0 / / / 12" DEC v0 r( \1 � VA,O / / / 12" DEC A 0v wv\ TOP= 427.88' �\ GOB\ INV. SECTION 1 FLOOR = 423.66' INV. 1N= 499.77 12 RCP \ INV. BOT =4 94.97' 36" RCP OBSERVED *NOTE. STRUCTURE BURIED 2' SD CURB INLET BELOW GRADE T �OP I I = 43I I 1.8/ 8 / ' 8 " P -L ` 8 "DE INV. OUT = 422.58' 12 "RCP PARKING o \ C I c \ PARKINI G LOT V LOT V 8 DE DE � \ Sl s ,�„DEC DEC J 7 CANO A O v / / 20 I \ / O20 AX i 6 EC I / / / i / / 0 A�/ ! EC Q 3 I // �i b3 �� FFE =43 I / / \ / / 12 RCP �'' S 3 Q // , V. 5 9 HVAC UNITS 2 �P 0 HVAC UNITS (2) / /' . – / / �0 \\ P �1 g1 ct ( ) 10 �1 'DEC 2.75' x 2.75' / / '\ C� "DEC � �� A \ / �� // b �� O y y I 9 r),b �. 1 2.75'x2.75' 0 O V / ON CONC. PAD / i l \ V / R/ r O \ O p / 2 (l ( ) �� i i I�, ON CONC. PAD / I \V A 0 �c' 0� Q� rA(1 ( ) 10" D C I 10 DRAINAGE ESMT. I �' / r / � / � �, �. , 5 a ,�� ��. \�0 / �' �, �. , , / � / � „ / � M 90 DRAINAGE ESMT. I � / r ®•' M ( ) I / I �c /r / ` �, \ I`sstr rr \ �� moo. G 5 APPROXIMATE / / I / r \ s`� �, G 6 C l� \c\ \� \� APPROXIMATE / ® \ `� I, /V / r �' V..�`p�, O� VJ Q� 0� ( ) , , I /� / / r.. �, A �1 DB. 1497, PG. 193 / / I % i r v v 1 `� v G/ i 0JvgJ� C, DB. 1497, PG. 193 /// I I i i r v v I S'� - v G �Jv�JrPSv�O PARKING 1 / / \ , / ct'o /� , PARK G 1 A V A SPACE I / / % / i �� , tn�0 \ SPAC lR / 1 v 5 O HVAC UNITS 2 HVAC UNITS 2 / " 051 �� v v 5 ( ) / 2.75' x 2.75' ik� V A v , 2.75'x 2.75' �� v A� (ON CONC. PAD / i , / 0 ) / / \ \ '� (ON CONC. PAD) CONC. STOOP / / _� / / / �� Wj �v rl /rt STOOP o / , / // IRON (F) �% .�" D / '/ „D / � I j r r , / MHD / I pI\ i / / / / j G�; ' v iA� r O TOP = 420.11' 16.96'12 "RCP 4 "D ;P FROM NE 3.11 '± 36 "RCP r G� I �� �' G� �� FFE= 444.88' / %� / r r / _ �G� O� FFE= 444.88' 6A /� / / i� / / JG� �\ GAS -LINE, / –1 V I i4 "�D�C BRICK WALL / , /� / �� i e I �-� BRICK WALL \ APPROX. I V '� \vv v I (1' W) co / / // / �` I (1 -W) (TYP) I / _ _ V A \ _ _ RETAINING 2� / / / / / / �� / V v RETAINING , ,JG SEE NOTE 3 G I \ �, �3 / / ' \\ \ \ \ \� \ WALLS (VIN) / , �� / / j ` 429 X30 \ \ \ WALLS (VIN) , IW L V��L� / ,UGl/ A \ \ \ / / – , 428 ' , / I \ \�\ ' CONC. A / / / / i® 28 G, (GRAVEL PAD \ / 41- /, – – – j I \ 1 \ �-\ \ _ / STEPS i / / / ` ` �'' \ x /, – – – ' �� REMNANTS, i� '� / / ' - - I I I I / (4 _ �' / THIS AREA) ❑T / I /� I\ 1� EG I C9 A ,'�/ / % �' r �`5�/� / / I,I I� / / i/� �// / I Ii 0 I / Al i l / lRON \ \ -� , , i IRON SD CLIIRB INLET � I , ' �i ;�' / / , , � / 2g \ / � / LL ,SIGN. I � / � COn+q . �, , � / \ F \ S�IRVE/N O S� / / I STEP�� 3 I �! / \ / / F �; , r' j, , , i % / / NO PARKING / \ .< / / / / T6�= 26. 8' �� / r I / ' H �/ h O i / O v a% �' / / � r / s;4�I�,�E/N/� ryo s� / / \ T�418.83c / / /, /; / / / / I I\ 00 / / / PA17KI 0 DAW Y/ / / r , I \ i (LOADING) / , / / \\ \ Ij. \a r/ i / II I O / PA{7KIN �Ad V11 — i P / I 61Z 3 -5A / / / / / IRO (F)V AMP 61Z�3 -5A �. 42 R P / \ I WEAL; LLC / , / / / / >� P� % % / 5 WEAL LLC �, I UGT v i / / (PHASE2Bs BRANCHL4ND / / / / / / / / G jP cP / /% i /� (PHASE/2B; B�ANCHLlI1NDS / v / 0 / � I \A \ Q / v / / / I, / / /RET4R MENT VILLA E / / / / / 0 i / `� 5 5 2 i; jl / / / / �) / / / 0 J 1 �G \ P 0 \ / / /RET4REMENT VILLA E / / / B. 354 1, PG. 671 AS�HALT / / / / / / 61 • I G �Q'VA ,� /i PQ G \ / V / /' ) I � % / / / / . ` , ' / r � REnnINANrs � / / / / / / / � �, '�' � � Q 5 � Q / ` ` � / / % � ' i/ � r ! DB. 3� 1, PG. 67/ / \ \\ IN o OD \ \ \ ✓ _ _ _ / / r / (PG. /72, PLAT)/ 1�� / / /, (PG. /72, PLAT)i \\ 1FENZ"E \ / \. / / \ \ I \ \ \ � \ / / / � � , r ' ZONED: PUd � / / / / ,g0 i � \ / \ \ / / � r'' / � ZCENED: PUd \ \ / / / - V v Q��. v r / // / / / / ' / r ��'• '/ , I l l I / I ' S / i /� / V DB. 855, PG. 275 \ \ A - - - v �� v / / , / / ��, / , l I► ! / / / / \ \ \ y \ & CENTEL ESMT. DB. 786, PG. 494 *APPROXIMA TE L OCA TION \ A � v / / , / �, , / / \ 444 �' \ — \ / i/ / / (SEE NOTE 5) \ 20' SANITARY � , \�� - - — r ii / 8" PVC DRAII�IAGE PIPET / I / I I I ! A�V � ,�, A A 20 SANITARY \ c� _ SEWER ESMT. \ \ I I I I \ r SEWER ESMT � \ `� � / � � \ 1 �t / / / r OBSERVED; 1 III vv \ / r 5� \ / i� / �% r r / 443 DB. 1559, PG. 404 / \�, V ` 1 '� / / r / / / I� 1 I v '� \ �Q i G. / \ \ >? I DB. 1559, PG. 404 \ r ROUTEAiOTDETERMIDIIED � / // / // / l I I !' �� \\ \ � �> \ r c'0 I / INV. = 418.87' SD CUR INLET TOIP= 440.71' rINV. 1N= 4I 3 5. 53' 12 " RCP trLt 15 "DEI C \oo � \ I I J C V I I I \ \ I 442 INV OUT =439.53' 12" RCP ow oNC STEPS (3) W1 RAIL I \ CNFR. 2b" OAK BLOCK WALL ? 51 / I\ 6� �2 \ \ C / / / / 441 lZ� / 4" DEC / I \\ \ \\ \ I , I / /// / �/ // /\ �� �/ I \ 4 "DEC GAZEBO oN PAD 8 DEC 8 "DEC v/ , I' oAK (LSA) 2" v 6" OAK G� i IRON (F) \ V A A I l/ lGi� I �N� A (DISTURBS )/ \� V V A I /// I 1 �\ \ E (APPROX. LOCATION) \ MHD A GROUND = 440.59' l v/ CURB & v ` wcur � � � RECORD DATA INDICATES S �� STORM MANHOLE STR, IRON (F)v� SD CU B INLET LOCATION PER MAGNET /C SD GRATED INLET \ / T - 39.73' SIGNAL, BELOWASPHALT \ (25 x 2.5) V / / / ` �" �� v INV. IN= 430.23' 12" RCP , �1' INV. OUT = 430.18' 12" RCP A �' TOP = 422.36' INV. BOT= 420.10' 11 CL T,�oQ �G SD /NLE7 MANAGED STEEP SLOPES 0 - 426.88' APPROX. GAS -LINE, INV. 6.=417.88' DIRECTION APPROX. 12" R TERS, (TYP) 15" RCP TS SEEN E3 / co CD Q � SCALE 1 " =20' EXISTING CONDITIONS 2 °' 40' IRON (F) ' \ (DISTURBS )/ \ CURB & i /�' ✓// / vSWCUT �v IRON (F) \ MANAGED STEEP SLOPES GAS -LINE, APPROX. (TYP) SEEN E3 A M LAYOUT PLAN O\ i i �i i i i i r. 1 Q s \ 2 cr,Z QPv r �& I r \ M OD Q z SCALE 1"=20' NOR 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 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 t CRMGV4 J. KO'1'AR%,K1 Lic. No. 040204.8507 �10111AL . 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: MANAGED STEEP SLOPES OVERLAY SCALE: - - -- C0.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 QPv r �& I r C� GO I 3,,,bE \ l 18' I. ea 15" DEC S (3) rTE IL _ 2b" OAK o I I -e.rts' 1 / 0A) GAZEBO \ I \ ON CONC. II PAD I \ � v 'c9 l 1 OA \ (L SA) \ I ,. / / / , 112 1 6" OAK 1 I I 1 1 \ 1 1 I \ \\ 11 L M OD Q z SCALE 1"=20' NOR 0 20' 40' NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 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 t CRMGV4 J. KO'1'AR%,K1 Lic. No. 040204.8507 �10111AL . 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: 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 VDOT STANDARD CG -3 No Scale 2" R �4n_ Ilu 13" / a a \ 41 a \ 4 a4 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 x/AVA 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 BASE 12 \X \ \� \\ / //X d FLUSH CURB No Scale LEGEND 0 st_50 0Q 0Q- st_50 000 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 VDOT STANDARD CG -3 No Scale 2" R �4n_ Ilu 13" / a a \ 41 a \ 4 a4 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 x/AVA 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 BASE 12 \X \ \� \\ / //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 0 st_50 0Q 0Q- st_50 000 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 w 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 ° \\ 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 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 2 1/19/16 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 ? CYO ,V(G W J.11CO'?�.ARS KI w° Lic. No. 040204.8507 Oq/16 "%U, ° OTITAL , ° 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 w SLOPE UNLESS OTHERWISE X COURSE w SPECIFIED ON PLANS w & 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 ° \\ 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 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 2 1/19/16 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 ? CYO ,V(G W J.11CO'?�.ARS KI w° Lic. No. 040204.8507 Oq/16 "%U, ° OTITAL , ° 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 IRAILO' 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. 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 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 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 4< 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 ~i F~ 12" POST ELEVA TION 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 SOIL\ ~ - -_ ABLE 4' MIN 8" 8, MIN MIN O 6" 1.5' 2.66' 2.66' 2.66' 1.5' 4�MN BOLLARD (TYP.) #68 STONE ROCK CON C. -) PAD MIN 6 6x6P0STS 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 ~i F~ 12" POST ELEVA TION 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 SOIL\ ~ - -_ ABLE 4' MIN 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 OUTSIDE ELEVATION I I I I INSIDE ELEVATION NTS FIG. W - 2 TD -2 B DOOR HINGES F- f - - -- --- - - - - -i I I LIFT HANDLE L----------- - - - - -- TYPICAL METER VAULT N.T.S. FIG. W- 7A TD-11 a .. e nnn n1 irf3 114" SAG RC Wl 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 OUTSIDE GA TE VIEW J V/'1J I LI\ VVI ILLLJ INSIDE GATE VIEW 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. M ING JI S RED � 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" 31 " 5'0" 1 3'8" 3" 5' MIN. 10' MIN. 61 MIN. 4" 5' MIN. 12' MIN. 6' MIN. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. B DOOR HINGES F- f - - -- --- - - - - -i I I LIFT HANDLE L----------- - - - - -- TYPICAL METER VAULT N.T.S. FIG. W- 7A TD-11 a .. e nnn n1 irf3 114" SAG RC Wl 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 OUTSIDE GA TE VIEW J V/'1J I LI\ VVI ILLLJ INSIDE GATE VIEW 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. M ING JI S RED � 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 FIG. W - 3 4.1 & 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 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 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. e a. A a A a 2. USE 2500 P.S.I. CONCRETE. 6" MIN. f° 17.5" 6" MIN. 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. CONCRETE THRUST BLOCKS NTS FIG. W - 3 a . °. G '.. Aa', a .° a ', a' d .aa A ° A a' A ' A' ° O • e a. A a A a I� 6" MIN. f° 17.5" 6" MIN. .4 a e. a ° a .e 4 a 60" _ 44" MIN. 36" a. A. 18' MIN. 17.5" .n' 0 a q 37" MIN. 4... WINGNUT LOCKING ASSEMBLY 12" MIN. 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 BE 8 ". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 1) METER NTS FIG. W -7B TD -15 2 1/2" THREADED SIAMESE CONNECTION FOR FIRE DEPARTMENT (THREADS TO BE o CONSISTENT WITH LOCAL FIRE DEPT. STANDARDS 2'W x 2' L x 0.3' H SEAMLESS COVER SLEEVE CONCRETE COLLAR IDENTIFICATION PLATE 3' 2.5' FROM 3/4" THREAD -O -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 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS Al THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' ( 270') 18"-22" 7 CU. FT. VALVE BOX #68 STONE I.F 11 42 "MIN ' ' 6" GATE ' ° ° o VALVE . ° r pa p a 8" X 6" TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STAB E SOIL. STEEL PILE: RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, 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 1/2' 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 AIRE 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 -8 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). WATER MAI VARIES KtJIMAIINLU JUINI rIIIIINU) _VE BOX TO METER BOX (SEE FIG. W -6A THRU W -7E). �J ZIES \4" � 2" COPPER 2" CORP. STOP PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH XN4" TEE. • REFER TO FIG. W -3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W -5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W -6C TD -12 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS ....a • 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 lnfrastructurel Technology t � y CRATG W J. KO'I'ARSKI Lie. No. 0402048507 t7 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 0 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 o�cO CONTINUOUS ALONG WALL o�o AS SPECIFIED BY �cb MANUFACTURER 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 _ 0 Y o O 0 N F- N (0 E Nu NuC.9 U E z � (Wig cD W 0 of a- 0 �L 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 2 1/19/16 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. No. 0402048507 r 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 0 '\ 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 2 1/19/16 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. No. 0402048507 r 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) �A,�� /// 12" DE 01 0 TOP = 427.88' 6J / / a lv O� INV. SECTION 1 FL OOR= 423.66' \ INV. 1N= 419.77' 12" RCP �G 1 / \ INV. BOT= 414.97' 36" RCP OBSERVED / / / 3 6 / MHS *NOTE: STRUCTURE BURIED 2' TOP = 435.57 BELOW GRADE SD CURB INLET // /// `,, 5P INV IN= 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 PROFESSIONAL CENTER LLC DB. 1712, PG. 530 \ / �/ PARKING � .0 / / <G LOT V \ ZONED: PUD I I / / / / I \` 8 "DEC y v I g TMP 61Z -3 -4 sz�, ,\ � \ // / , , / I WHSB, LLC �s .v o „DEC \ t� / / I DB. 3540, PG. 710 I a O \ / / / ` / / / \ 1 \\ I ZONED: P(D / CANOPY i 0 ` EC �/ / / f\ I �l� 06 / Q Q� X36 �� FFE= 436.41 12" RCP I 1 �5 QI 3 \ J� x1n;0fi v 1 v HVAC UNITS 2 r D I A �1� 1 O� " DEC 2.75'x2.75' (ON CONC. PAD) : 10" A 0 10' DRAINAGE ESMT. (APPROXIMATE) C ON (F) DB. 1497, PG. 193 / 0vv �Q�O i / 0 KI / \PARNG 1 ASP 1 � / .. TMP 61Z -3 -10A / / / , / cs ° ACE C01 \ \ �� \ \ gP / HVAC UNITS (2) / / / / 6'6? Q� / 2.75'x2.75' STORE MASTER FUNDING IV LLC / / / , , / / / Dc ^ \ \ \\ �� \ \6 (ON CONC. PAD) DB. 4395, PG. 221 / / / / / / / / " \ 1 / CONC. ZONED: PUD / / / / / _� _ / / / / / �Q / / !� �� A V 6„ / a STOOP / IRON F ) MHS(BRNCHVL G -2 -2) TOP = 432.71' / / / /� / / / / / / / f " 1 INV. 1N= 425.30' 6" PVC (EAST,' BLD LATERAL) ✓1HD , / ice" ptiv �� //i / / / / v 00� rr�o INV. 1N= 424.86' (SOUTH; APPARENT 0.11' / ' /� I / �� / / / j v o v o� / a ( �-� STUB -OUT, SIZE NOT DETERMINED) RCP 035 / INV. OUT = 424.73 8 PVC JE) \� G O FFE = 444.88' RCP 6, / I I BRICK WALL / / / / OO \ GAS -LINE 1 i \� ; =14" DL�C (1• w) (TYP) RETAINING / C t SEE NOTE 3 I _ / v \ v v v v - IWALLS (r w) s� 3.8 OG / / / - I `� A Y / CONC. A /r (GRAVEL PAD v� v v .% // - - - 428 I \ A A�\ \ _ / STEPS REMNANTS, � i THIS AREA) EG I D / IRON S CLIIRB INLET I - j / / �' , / / / / �2s / / �I�NI / / CONC. LL % S PARK y0/�tlL / / / / I `L, STEPS i3) NO PARKING 1 �A\ TNV. �T=;418.83` I 0 // �� / / // / / 1 V / / Q / / / I � (LOADING) / 7�MP 61Z -3 5A �` / / / / l _ lRO/V F 12 RqP WfAL;'ILLC t O '...i� re 1 I \ / N v T P 5 2B, B ANCHL ND // / �h / A v / / 1 _BUG / / a/ // / a0/ / f �y� ` VA�G /RET4REMENT VILLA(PE) ASPHALT - DB. 3541, PG. 671 REft�NANTS v W6 0D v �yy - ! / // / : (PG. /72, PLAT)/ FEN�E N \ \ > v 0 / / / / // , ZdNED. PUD _ - �-- 15' VEPCO ESMT TMP 61Z DB. 855, PG. 275 - A v JAMES A. & RUTHE C. SWEET & CENTEL ESMT. \�\ Sz %/ /, , �� �/ / / / / / I / 1 / / l / / ��i A DB. 786, PG. \494 DB. 3986, PG. 58 � 'y N \ �, v � � v �- / / / � / / 1 I I � \ * \ ZONED: PUD �O - - 2� % .� v s v / , / / / / / , 1 I 1 V / l 1 / I v, APPROXIMATE LOCATION r �� w \ ' /Ill \ �' (SEE NOTE 5) 20'SAN/TARY fir, PVC DRA11YAGE PIPET SEWER ESMT. \ DB. 1559, PG. 404 / �v v �/ / / / / / / OBSERVED ROUTEP✓OT DETERMINED G / INV. = 4'l8.8T / / / / / SD CUO INLET l l l / l l �( \ 1z "FNFR. I , 1 18" 3 "'f7E / / ' 1/ �� / / / / / TOIP= 440.71' \ INV. 1N= 435.53 12 RCP / / / / I �3 \\ \ l \ I ,INV. OUT =439. 53' 12" RCP / ' / 1 I / o> / \ // s C I 15"D cC I �ONC. / TEPS (3) I D TMP 61Z -8 -A / \ \� \ I \ \ \ I I / I / i ' l / / ' b l / / / 12„ / ( W/ RAIL I BRANCHLANDS PROPERTY / f I �\ \ I 1 I / / / / / / / cNFR' OWNERS'ASSOCIATION �s N �\ \ \ \ / I /r / / / / / / / / / /�/ - _ �I 2b,, OAK I1 C/o DBEAL ROPE81 Y 13 \� �� �Z\ I�I \ \ \I \ \ // / / / O // / / / / // // / / Yi/ BLOCK n 151 1� 1\ ZONED: PUD 61ti �0� g 4 "DEC \ \ \ I\ \ \ 1 \\ \ \\ / / / b0 / // // // / // / / / % /// (11 W)1 1 /� (rte \\ GAZEBO l \ >\ f \ \ \ \ / ON CONC. II \ \J�O / \ \ \ \ \ \ \ 1 / / / b / ,/ / r / PAD \ 8" DEC / ✓ (LSA) OAK I 6" OAK v'. v v0v� v/ -A 1 a v �v�wQ v� vv /� /v v I P G 11 \ Q�� / MHS �9' TOP= 423.03' i / 1 l // /l /v /I /\ - S IRON (l�j \\ . /INV. C /L= 419.61' \ I I+ / EOX / /�l ; I A-- p\ \ (DISTURBED) \ \\ \ E I (SHAPING PRESENT, / '1N' ORIFICE CLOSED) \ INV. OUT = 419.33' 8" PVC l l I V l /l / / / I I �"'s (APPROX LOCATION) MHD GROUND = 440.59' CURB & \ v� RECORD DATA INDICATES w Cur \ /\ STORM MANHOLE STR; ,�P� �V�G�g Q Qv� IRON (F) �i SD CURB INLET LOCATION PER MAGNETIC TOP= 439.73' SIGNAL, BEL OW ASPHAL T SD GRATED INLET INV. 1N= 430.23' 12" RCP (2.5'x2.5) INV. OUT = 430.18' 12" RCP TOP = 422.36' 5��� v INV. BOT= 420.10 0 I I ��� �� 0 III cr- SD CURB INLET 0 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 / / / c MHD (W / 4'STACK) \� \\,� /// 12" DE \0\�� \� TOP = 427.88' 0 / / / / a l GO INV. SECTION 1 FLOOR = 423.66' �,� // / d \ INV. 1N= 419.77' 12" RCP \ INV. BOT= 414.97'36 "RCP OBSERVED / / /// 36 / \ MHS *NOTE: STRUCTURE BURIED 2' SD CURB INLET / / // / \ ` 5P�/ NOP=4 5.57' ' 8 "PVC v BELOW GRADE / / TOP = 431.88' / / / / 8" DEC , / INV. 'QUT= 422.94' 8" PVC 0,\ / INV. OUT = 422.58' 12" RCP / / / a TMP 61 Z -3 -101 to 206 / \ N/F \ BRANCHLANDS PROFESSIONAL CENTER LLC / �� / I PARKING LEGEND DB. 1712, PG. 530 / / � / / Y �A \ \ ZONED: PUD v / I II i / 8" DEC I A LOT v� ASPHALT TO BE REMOVED TMP 61Z - -3 -4 Kll� 5 �o WHSB, LLC s b . 1 „DEC / / I DB. 3540, PG. 710 a TREES TO BE REMOVED \ / / // ` / / / 1 I ZO : P( D / / CANOPY SAWCUT ASPF*LT PARK G REMOVE TREE �' I S PIke E a `v / / �/ MOVED I / i / 6 Q �� p36 EC � FFE = 436.41 -�� 12 RCP�`ij l 1 55 Q 30 4 G0 - I G' SP G P 0 a HVAC UNITS (2) �Qj. �1� 1 "DEC 2.75'x 2.75' �0 (ON CONC. PAD) / 1 0 " D C 10' DRAINAGE ESMT. / // I AI / / // / (APPROXIMATE) / / / / / I I I I /I��; / / / C zON (F) I v ��� �, SAG 6 l�wv�0 v� acv DB. 1497, PG. 193 R N �0\1g01�5�0 A \ TMP 61Z -3 -10A \ HVAC UNITS (2) / / / / 6'6 ' Q� / 2.75'x 2.75' STORE MASTER FUNDING lVLLC / / �' Dc RAVE LIGHT POLE \ DB. 4395, PG. 221 / / / , / , / /; / / / / / REMOVE CUR I / \� CONC (ON CONC. PAD) ZONED: PUD / _� / / / / / / / GQ / / / / / / / �0� \ r : a STOOP �/ERIFY STUB OUT IS NO i REMOVE LIGHT POLE / / / / / / / 3 / MHS(BRNCHVL G -2 -2) /,/ / / / CONNECTED. REMOVE AND / % REMOVE �i��� 1' / REMOVE EES / / / PATCH MANHOLE 1 / b AND STAIfiW 1N= 425.30' 6" PVC (EAST,' BLD LATERAL) OHD / , j f I / �� R��� �/ / / / / / O�i SAWCUT ANO �� / INV. 1N= 424.86' (SOUTH; APPARENT / � // / ti3,/ REMOVE SIDEWALKS 0- STUB -OUT, SIZE NOT DETERMINED) RCP "DF�C o INV. OUT = 424.73' 8" PVC NE ' / 503 /�/ / / / 00 AT NEAREST JOINT \ ��'] / / / / / �ryh" / I c� \ G, O FFE= 444.88' RCP REMOVE PIPE AND IIyYET �p1�G //� / - / �. REMOVE CURB CONTRACTOR TO v ��� I C� ���� (MODIFY PER P SE��//1 ES � 1 °53 7 , / / �! � 1 , COORDINATE RELOCATION / \ d' I �� \ c BRICK WALL / WITH CONSfRU TTON APPROX. OF TELECOM LINE �v 14 "IDC BREAK AND ( >' �V) c, / SEDIMENT TRAP./ V / �// / / i' \ v A v REMOVE WITH °2c, WITH SEDIME Rt O�/E PU I /G� 1 (TYP) �� CONTRACTOR TO - , _ _ _ y I v _ PtRE to �' 0 l SEE NOTE 3 COORDINATE RELOCATION v I ' (1 ) /' 3.8 / i v REMOVE GRAVEL OF GAS LINES _ v 1 REMOVE ALL -7;/ / - ► yv v A / ONC. ( \ GRAVEL // - - - - ,421 EPS G GRAVEL PAD \ /% / REMNANTS. REMNANTS r /� _ _ _ _ _/ / (4 / - A�IV�UT / // / / �Vv I THISARE.1!v URB AND / v D .11 © / / / n / ' ` /� ` RE THREES I / I - ' I'' �SIDEWAL / D EG I CONTRACTOR TO f / / / �pti \ / / ASPHALT' \\ VA v I COORDINATE THE / , ,� v / -/ 10VA �? \\ /IRON RELOCATION OF GAS / ' / % / `sr / / ' / PARKIN G' \\ LINE(APPROXIMATE LOCATION) ,(' / / / WIAL; LLC CONTRACTOR TO / / / \ \� ! / ASE/2B, BgANCHL.jI COORDINATE THE RET4REMENT VILLA I / / / RELOCATION OF \ >4�' / - \ \ TELEPHONE LINE / DB. 3541, PG. 67/ ASPHALT / / / 61 \ / / ; ' RENIINANTS I \ \ w o \ . ✓ _ - -(� (PG. /72, PLAT) /i ZONED: 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'SANITARY t SEWER ESMT. - / / 8" PVC DRAINAGE PIPE', \ DB. 1559, PG. 404 1 / OBSERVED,• / REMOVE INLET I I\\ i / � v � 1 / / / / ROUTE f\IOT DETERMINED INV. = 4118.87' DES / / / / SD CUO INLET /l / EMAE \ REMOVE PVC PIPE // TOIP= 440.71' / I /PIPIE INV. 1N =435. b3' 12" RCP / / 1 / �,p ITMP 61 06,\ /NV. OUT = 439.53' 12" RCP / l FMOVE CAB WHSB ZTMP61Z-8-A BRANCHLANDS PROPERTY REMOVE WOOD FENCE OWNERS'ASSOCIATION C/o REAL PROPERTY 6? �2\ \ V \ \ DB. 1994, PG. 181 ZONED: PUD 4 DEC 8 r, DEC 51 / \ \EASEMENT TO BE Jp VACATED P�p� VAF �v60�0. Q I / y v v / / / / // ` REMOVE l0� / \ / i 1 I \\ I I 1 / / ( INLET 11 \ (�P l MHS 7 TOP= 423.03' I / I Iq�G}o / / / v� I / (\ / S IRON (>4) v INV. C /L= 419.61' f1 / ENE (DISTURBED)__- (SHAPING PRESENT, / / / / />! /� / l / G SAW T AND- v / 'IN' ORIFICE CLOSED) \ % I I `� / v� // \ \ \ REM. Vt \ / INV. OUT = 419.33' 8" PVC / / / /' // I I o ; -SIDE ALAf \ AWCUT ANI� N ST G / / / REMOVE CURB - BREAK AND REMOVE\PIPE /\ p / / j I O PARKING SPACES \ \� (LOADING) REMOVED o, 1 P / 1 \ 1 VAC T 1 \ \ I D *PR Xl AE O4T,07// (SE / / 8 l \ 1z\ 3 "bE \ PARKING, DES SPACES 1 / �^f� REMOVED � a 15" DEC 1 // sw 'tOON.C'". I T WHSB I TEPS (3) OV � W/ RAIL DE . 3540, 1z HOLE - + - - I �ONED. CNFR. � 1 Oki / 11 SPACES \ \ R&MYED 1 IBzE60 \ \ ON CONC. II \ r / PAD OLIE I I 1 •`9 1 t(LSA) 6" OAK WCWT ASP\H / \ =LOCATE SIGNS \\ 1 \ \ I \ \ E IRON (F) �i \ SD CURB INLET SD GRATED INLET TOP = 439.73' 00. 2.5'x 2.5) \ /� / V i �k��� INV. 1N= 430.23' 12" RCP INV. OUT= 430.18' 12" RCP TOP = 422.36' �// / 0 ��0 5� 5�-x INV. BOT= 420.10 0 \���� �P rP 11 CL v bll G P SD CURB INLET 0 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 2 1/19/16 REVISED PER COMMENTS 00000 ** • 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 Z, zllxA� Q CRXTGV1. 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 c . O , 1. / / \ G) !j \ 41 0 0 / y / A2D (TYP) R2 0 MPSTER 11 0'X1 G��O AREA / a p36 W/ ENCLOSURE 20' 24, 100' OF AD ® ®:•s / a STORMTEC p2 000 � / / / / I I / / i 'SYSTEM A 3' / / / / MH -1' ITI -I v / \ / 17.58' 12' MANHO TO E / / / W / PL,�TE s�� 1f�5 / 0 LOWERED 0.94 O MATCH R1.5' PROPOSED GRADE / / / //% f " ��''� I A 7.02' / /�/ - -- / i 107 J i CG -3 EMERGENCY / �! FLOOR / / /� ' �O ♦ I OC 1 VEHICLE ELEVATION OF /��\ ��� / % / i� � / � � �\ I 109 I TURNAROUND BIORE �I� ION' o RETAINING WALL -6' �' O 25 5' AREA / �2 /CL / j� i / 1Q8 ° MAXIMUM HEIGHT •O 5.84' 137.85' SCREENING FENC . 5, TIO LOADING ,/' AREA . CLEANOUT / (TYP) TRANSFORMER GREASE TRAP SEE /' 6' / ♦ ♦ �° PLUMBING GENERATOR / © / �� ` ' '� ♦ PLAN FOR DETAIL ON ' , / 4 CANOPY NOTE: KNOX BOX REQUIRED. DECK AND PERGOLA a CONTACT ALBEMARLE COUNTY \ \ FIRE MARSHAL OFFICE DURING FIRE Az 4}4.93' BOLLARD TMP 69Z ONSTRUCTION TO DETERMINE DEPARTMENT \ LIGHT TYP CATION CONNECTION ( ) WIAL, L (PHASE 2B, BRANCHLANDS 24.11' RETIREMENT VILLAGE) FLUSH CURB TRANSITION TO / \ � 11.63' DB. 3549, PG. 67 CG -2 OVER 6' \ (PG. 72, PLAT) \ ` \ ZONED: PUD \ FOUNTAIN \ \ \ 8 O;L BUILDING \ \ \ \ G CANOPY- CV R2.5' (TYP) / \ \ (2) 22.5° + 45° / \ BEND RETAINING WALL \ 2�\ \ MAXIMUM HEIGHT 4.2' o \ 7.31 \ _ \ RETAINING WALL 21.23' \ 9, O� 18 PEDESTRIAN 0 GUARDRAIL < \1/24' ) \ \ ACSA EASEMENT \ / \ FIRE HYDRANT - / 24.'8' ASSEMBLY IRON (F) / GG,Z (DISTURBED) 5. 20' ACSA EASEMENT TIE FHA TO EXISTING 3A STUB '(O N (F) � xz \ / \J tJJ TIE TO EXISTING CURB AND SID ALK / C' Q 3 i / \ LAYOUT & UTILITIES CLtA f / (k f 105 sr RETAINING WALL ' J MAXIMUM HEIGHT 5:7' A" TIE TO EX. / / / / / / 05 / ,r: t (8) 7„ SIDEWALK AT / �. 429 0 1,0'4 < RISERS NEAREST - / / 00 / ' RESTRIPE TO � SPECT ION PAR T MATCH EXISTING 42$ 4 /11, , r � — y / 8 7 RI RS /° \ \\ // I i / / FINISHED FLOOR Z ELEV. 10' �� IRON OVERFLOW FIRST FLOOR 444.56, ` ` , . / / / 5' BUMPER BLOCK (F) \ \ A GROUND FLOOR 430.56 18' STRUCTURE O (TYP) 0 o A A GG R1.5' \ �� \� \ ��/�/6� �MP69Z!3 -5A 2 / WIAL LLC 23.98' P -� �� � i// ,��lk � °l / � � 1 (PHASE,,2B, BgANCHL,$NDS I / / / / / / b� / / / (2) 45 BENDS, / \ \ / / / / / IRET1REMENT VILLA (PE) / DB. 354 9, PG. 671 \ 26.23' \ \ \ ✓ _ - - � / ' / / % ' /� (PG. /72, PLAT) ZONED: PUd 209 i \ Q� \ �\ �V� /i /// /� / / / /I♦ I l 4Il /5° \ 444 20.8' 22.58' (2) 45 ENDS i 10' 443 18' III � / / l I I i / I R5 ' ADA SIGN \ ^ ✓1 � l l / � /l � 2`17/ / / � 1 211 � � � � I I AMIN \ / / 442 / \ I FIR D NT / \` /III \ (/ 6" HDPE (TYP) \// I I I 1 � AS BLY /2 6 7 208 - I 2" DO TI INE Av� 7° ' 2 5 ` ' J I I I 5( AA , v WAY i I� I` r A ES \ / / o II 9' 6" FIRE LINE / / A \ 2) 3 - 6 " CMP DO NOT / / / / / / / / 1 (1 4 ' - 6 " CMP ENTER SI A / \ \ vv > I // / v S O AG PI _ vv 2" WATER // ..213 \ `' I I I i / / / 14 (2) 22.5° BENDS METER / / / / \ \ (2) 22.5° BENDS / / \ I 11 \\ / 4�8 MANWAY ACCESS \, \ TIE TO EXISTING MAIN WITH \ / / -� STEEL PLATE I I I V TAPPING SLEEVE AND VALVE WEIR WALL \ \ I IRON (r) \\ \ \\ II / j V II 0 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 2 1/19/16 REVISED PER COMMENTS • •... 0%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 lResidential l Infrastructure l Technology 0 No t Q CRAIG V1. J. KO'TARSKI Lic. No. 0402048507 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: SITE LAYOUT SCALE: 1 " =20' C4.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 I / / CLtA f / (k f 105 sr RETAINING WALL ' J MAXIMUM HEIGHT 5:7' A" TIE TO EX. / / / / / / 05 / ,r: t (8) 7„ SIDEWALK AT / �. 429 0 1,0'4 < RISERS NEAREST - / / 00 / ' RESTRIPE TO � SPECT ION PAR T MATCH EXISTING 42$ 4 /11, , r � — y / 8 7 RI RS /° \ \\ // I i / / FINISHED FLOOR Z ELEV. 10' �� IRON OVERFLOW FIRST FLOOR 444.56, ` ` , . / / / 5' BUMPER BLOCK (F) \ \ A GROUND FLOOR 430.56 18' STRUCTURE O (TYP) 0 o A A GG R1.5' \ �� \� \ ��/�/6� �MP69Z!3 -5A 2 / WIAL LLC 23.98' P -� �� � i// ,��lk � °l / � � 1 (PHASE,,2B, BgANCHL,$NDS I / / / / / / b� / / / (2) 45 BENDS, / \ \ / / / / / IRET1REMENT VILLA (PE) / DB. 354 9, PG. 671 \ 26.23' \ \ \ ✓ _ - - � / ' / / % ' /� (PG. /72, PLAT) ZONED: PUd 209 i \ Q� \ �\ �V� /i /// /� / / / /I♦ I l 4Il /5° \ 444 20.8' 22.58' (2) 45 ENDS i 10' 443 18' III � / / l I I i / I R5 ' ADA SIGN \ ^ ✓1 � l l / � /l � 2`17/ / / � 1 211 � � � � I I AMIN \ / / 442 / \ I FIR D NT / \` /III \ (/ 6" HDPE (TYP) \// I I I 1 � AS BLY /2 6 7 208 - I 2" DO TI INE Av� 7° ' 2 5 ` ' J I I I 5( AA , v WAY i I� I` r A ES \ / / o II 9' 6" FIRE LINE / / A \ 2) 3 - 6 " CMP DO NOT / / / / / / / / 1 (1 4 ' - 6 " CMP ENTER SI A / \ \ vv > I // / v S O AG PI _ vv 2" WATER // ..213 \ `' I I I i / / / 14 (2) 22.5° BENDS METER / / / / \ \ (2) 22.5° BENDS / / \ I 11 \\ / 4�8 MANWAY ACCESS \, \ TIE TO EXISTING MAIN WITH \ / / -� STEEL PLATE I I I V TAPPING SLEEVE AND VALVE WEIR WALL \ \ I IRON (r) \\ \ \\ II / j V II 0 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 2 1/19/16 REVISED PER COMMENTS • •... 0%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 lResidential l Infrastructure l Technology 0 No t Q CRAIG V1. J. KO'TARSKI Lic. No. 0402048507 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: SITE LAYOUT SCALE: 1 " =20' C4.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 / / I � -0 cg's o / Al / \ - / / / / \X\/ / ! 1 / \ Q - I EX. TC III � /� VA / M`� �I 430.30TW _ _ // /'/ / / / 432.00 1 5P \' / / V - i // / ti� / VA f a \ 429.70A/ L) TC 43 $ 430.25TW /// 426.63 BVU �/ / / / T 430.2, • , i C 31.72 j v / / / / I / / / / / / / 22 0.78 / �^� 4 .02 �\ 431.43 / / / / / / 156 430.20 ! 430.20 431.15 426. W 107 / J 429.50TW 42 / EX%fC .8 424.20 BW T 4292 \ / 33.50 4 .73 430.1 � cO I DD 1 \ \ ` 432.04 4 15 N�� �✓ /// /� \ 109 NN J5 / / L / / / / 429.20 Wp \ / ' ' / ' / / k 3� / / / 08� o ��) >� \ ` � !\ 105 \ // / �� ♦/ 430.20 / / / I \ \♦ J / 0 3� �/ / ♦ �, \ ♦♦ , 429.5 6.65 BVU3 '// / / 4 - 430.2%\ \ \� / / / �1 5 423. B / / 432.1 \ 432. - \ I \`\ /, 0 . 0 . ♦ ♦ ` �• // / / w �r I / / / / / // y ♦ ✓ \ ♦ / \ ♦ �nk / 426/WTI 40.20 \ \ c,� \ 434.48TW // / 05 `I ♦ ` 0 _ - - ca \ - v �� v / 10 3 ♦ �\ v k23.5 TC 430.40 �� \ 434.43 BW li 429 104 / ♦ i A 1 429 430.0 _ 430.50 v � .� V i 5 � i 420 /�,�'�!oi 11 ' 425.00 ,Illl�i 1 1 1 -428 ,, . r� II II �% 419.50 BW / 111111% •• / ,,.•1,1� 1111% 1 . ,% 0 �► ,,1 % � � .. / 1 r • 4 1 .-. 1 1 1 � 1 / .95 f \. 430\4 430.50 TW 425.70 BW 4 3T / 430.40"",W / 422.00 BVV\ 430.50 TW 422.80 BW \ \ \ 430.1 438.59 TW \ O D 101 ♦.1 / \ % ) 433J9 BW / / \ / ♦ /',' / / , �RD4 // 1 .> / /, /�i \\ i. 5 / / FINISHED FLOOR 1 / / / tk / / \ EX. TC \ , z ♦ / / / / / , / / / / ♦ j/ 430.50 ELEV. / 444.50 TW J / 4.00 .FIRST FLOOR = 444.50 / 438.80 BW ..f 9.33 ��i \\ \ 430.50 / / , / / / O TC 443.9 i / / � � / 1 i � 1 ,T GROUND FLOOR = 430.5D, / / /4.5o Tw I \\ \ \ \ \, ;/ ; \ / ♦ /� / , I 0/1/ .� / / / , o ,. \ / 3,8.80 BW (\ / / _ I \ ��� / / / / / / / / / / , ; TC 444.45 I \ \ \ \ �. �\ ♦ 0. 0 7 0 .9 0 * / '/ ' ♦� A. 712 , 7MP,61Z-3 5A / / ,� \ \ \ �� / ♦ \ / / / / - IRO 210 / / 5 / / / / / / / / / � s I \ \ . �♦ / i / 2�J / aIAL, I / / Q / / / / V/ ' ` 430. 0 / /� �' �2 / WEAL, /LLC I \ // / / / h / / / / / f / % \ / / I I RD5 I ♦ / / /� (� SF Bfj L,�l \ I♦ / / �`� / / / / ~ / (PHASE/2B, BgANCHL,$NDS I / / / / / / 1$ / / I / I ♦ / / / \ \ / / a / \ 2 'l I ♦ ' / IRET4RE T VILL // - 430.50 \ / / / / IRET4REMENT VILLA(PE) I / / // / / // / / / / \ I \ \ _ ♦ / / ♦ / / / 1 1 DB. 3541, PG. 671 / / / \ I 1 � ` � ' 40, / DB. 357, 67/ I / / / / /4�j4.$0 d 1 \ 1 \ \ ♦ , ' '♦ ` / (PG. /72, PLATS ♦ / / / / / / / \ w \ I \ \ \ \ \ ✓ _ - - -/ , '� / / / / (PG. /72, PLAT)/ I / / / / / / / \ \ I \ `, ♦ \ - -/ / / I / / / / `` \ \ / / i / ZONED: PUd I � / / / / � I \ \ ♦ \ A � / � ♦ / / ZONED.• PUd � *lam/ 17 0.71 FLUSH RB /^ TC 444 \45 \ \ / \ S ♦' \ `��\ �, / / / / / / / ♦ �' (0' /' /1 �♦ 1 ! / T� w / ♦ \ \ \ p / / / / / \I\ 444.50 ' /4 5 ! / / 444.40 f / / \ ♦\ / / ' / � ' Ik / ! ~ ♦ " ! / I / _ / / / \ ♦ 2 2 0 / \ �'� /// \ / / \ rr \ ♦ ♦\ / / / / I ♦ r I ♦ O / \\ TC 444.60 O\ \ / Q �7 \ \ \ / / / / / / * / \ ! r I y / \ i / // ' / / / / 7 \ / \ \ �♦ / / / / ♦ 1. + l � \ 4 \ 430.40 TVq �427.JW B / / / / / 444.50 44 70 �' , - �`, / ��♦ / , _ 0.02 .`�76 � ♦ . ♦ � �\ � \ / � / �. , � TC 444.4 \ \ / / / / \ �� \ � �\ � / / � � / a I / 430.50 / / >. \ ` / - \ 1 \ / / i 444.50 / c5` ♦ - - / / / ijl $ ,, 4 13 , / 444.32 4 3 \ \ TC 442.82 \ / / / / ( / Y / / , III 4` 444 42T > ^ / / t / / ♦ �/ 4 \ / 4 70 1 443.25BW R�t` 1 / ! `tJts' 1 \ \` ✓I / / / / / ♦ ` 29� 6 \ r ✓I /f3Q.30 TW/ / 444.50 / 4 10 kC 442.72 - / \ I ! / \ /' l ♦ 217 21 1 D / /' \ I / \ / 140 0 BW / 44154 1 y / l �/ / i ♦ lr \ ♦ / / I I \ ' � / / / 44.0 TC \ � 1 ♦ A C 442.5Q� ♦ / 4Ci0.50 / / `- 1 I ! \ ) I ♦ ♦ 442, 4 \ I \ 442 \ `Ln a' I 1 \ / ) I ♦ ♦ / / b - ` ! I I� I I 1 -442.15 I r I 1 ) ♦ 1 ♦ \ /°- - - :.a s I \ 1 , 4 3\ 0 \ ; \ 2 0TW( \ 1 ' 2 I \ ,♦ A\ ♦ ♦ 0.0I 2 0.9/ 0 42600 / / ♦ �♦ ,% / �<_�/ l ►/ ; s / / �� OQ44� 2 1 2 -55I 6 \ k-- 1 TC X07 444.50 08 2.0 \ _ � \ TC tJ R D 2 � 444630TW 0.2 2 TC 44 40 441.5 BW 42 4 441 441.50 441.61 2 14 430.50 ♦ ♦ li 430.38 TW 441.51 � �4# 428.10 BW / ) \ / / \ \ ` \ \ ♦ / 215 1 \ - L ' *, \ \ 441.25 _4 ` / �- � � � I� I / G -'� / � J \ ♦♦ ,� a' ♦ ° 44 C 441.30 0.04 ;0.90 ♦ i 1430.50 / / 1 / / / \ \ � '' / // /// // � � � - � v / \ \v•� � � /' / / / 213 TC 441.03 _ \ \PC 30.4 / / / / / T 9. J'! G \ I 1 I / !� \\ -� 14� �G I \ EX. TC / / / / \ S/4 \ 443.65 `�8 TC 1 1 \ \ \/ I ♦� / \ 1 1\ \ I J39.50 IRON \ \ O \ \ I G? i X. (DISTURBED)/ / I A 1 - - - - -- 432..41. / v,- i TC �v v432.31 IRON(F) Ov ° G i �P oP X" / � 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 2 1/19/16 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 w -' W -- t 0 C A1GV� J. KOTAIZSKI Lic. No. 0402048507 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: 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 - M C-0 0 LJJ w o X 5 r W a- r M CD r W r 00 r m I M O-'t O Z Z Z > > > > Z Z Z Z PROP. RETAINING WALL _ o M CD M L() Lf0 O O _O LO ao n (D � N Z) It N I_ 71- D z O > > Z Z ti rn 0 O r � rn _O ti M O 7 N "t r �t + d7 � I - �r 't Z O Q O > > _ 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. GRADE 440 110: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 M 435 PROP. GRADE 430 LZ U N H �X r W O _ O O = N r 0 (C) N = t r 4 2 =�z0 oC~/��Z Z O O Lo LI0 O M O N rtiM(� �r _ +� Or Z N co O� z z 201 27.30' OF 12" HDPE 420 @ 6.74% 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) 430 440 O,o3 OF STEEL PLATE WEIR WALL 6.5" ORIFICE 431.50 6" ORIFICE 433.50 425 TOP WEIR 435.50 435 204: 60" CMP STORAGE PIPE TOP ELEV. 436.50 BOTTOM ELEV. 431.50 420 INV IN 434.80 (205) 430 PROP. GRADE WATERLINES Lo ti o o ti r N 00 N O •- L O N N Ln F- N L0 00 O (D " r 0 0 - MOM CD O co O L(0 Lo Lo � m CD Lo Lo .4 r O co M M L') + r N M c=c O � O G r 't z z O (] r Z O NCj�Z Z ZNU�Z Z i O 207 47.69' OF 15" HOPE @ 1.6$% 205 9.17' OF 15" HDPE @ 1.64% (` O r N CD r N N LO O LO LO d7 O O O O M O Lo Lo Lo _t r O r M M °?4Z Z 0O NCj�Z Z Z cf) � J W' N a- O O O Ln J Z - (D Q O Cl) Z 00 r- -'t H +Chi N (n CD 't W 0 CL > Lu 0 N a- (nP- z 50 1 1 450 210: MH -1 STA 11 +39.91 TOP 444.13 EX 445 INV IN 437.06 445 445 GR UND INV OUT 436.87 (209) PROP. GRADE / GROUND u P Lo r"yv 435 d. 435 �1 or 3a • pPE M � ct M VERT SCALE: as VERT SCALE: 1rL ap °I° I- It d d 0 VERT SCALE: 9 +00 10 +00 11 +00 11 +50 It 1 " =5 9 +50 10 +00 N dCn�Z 11 +00 11 +50 STR 200 - STR 204 PROP. GRADE WATERLINES Lo ti o o ti r N 00 N O •- L O N N Ln F- N L0 00 O (D " r 0 0 - MOM CD O co O L(0 Lo Lo � m CD Lo Lo .4 r O co M M L') + r N M c=c O � O G r 't z z O (] r Z O NCj�Z Z ZNU�Z Z i O 207 47.69' OF 15" HOPE @ 1.6$% 205 9.17' OF 15" HDPE @ 1.64% (` O r N CD r N N LO O LO LO d7 O O O O M O Lo Lo Lo _t r O r M M °?4Z Z 0O NCj�Z Z Z cf) � J W' N a- O O O Ln J Z - (D Q O Cl) Z 00 r- -'t H +Chi N (n CD 't W 0 CL > Lu 0 N a- (nP- 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 435 r- 435 �1 or 3a • pPE M � ct N d d-'t VERT SCALE: 1 " =5 VERT SCALE: 1rL ap °I° I- It d d 0 VERT SCALE: 9 +00 10 +00 11 +00 11 +50 VERT SCALE: 1 " =5 430 N dCn�Z 430 STR 204 - STR 210 co C j M M � M 9 +50 10 +00 11 +00 STR 206 - STR 212 M O LL0 O Or O O O v O Lo r O C:) co d0 Nt It +6iNt N H ° d' z z p o¢Oz> > rCn�- 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 Lo v N� d N 9 +50 10 +00 11 +00 STR 104A - STR 104 HORIZ SCALE: 1 " =50' Lo 00 NM ooLO (y r- HORIZ SCALE: 1 " =50' HORIZ SCALE: M � ct N d d-'t VERT SCALE: 1 " =5 VERT SCALE: 1 " =5 I- It d d It 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 M O LL0 O Or O O O v O Lo r O C:) co d0 Nt It +6iNt N H ° d' z z p o¢Oz> > rCn�- 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 Lo 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 0 O N O O J Z N O M O M cn co >_ Q co Co � Z ���r'_ t CO Z) N (vj co lzt 0 M Z O W= Z O < a _o OQa- > > ��Z Z N dCn�Z Z @ 2.32% u) 204: 60" CMP STORAGE PIPE J � TOP ELEV. 436.50 BOTTOM ELEV. 431.50 OZ- r 0 X00 Q . 00 Cl) z�00 M O M M U-) CO N U) C) w a O °r° ma wl 0> N d C/) H 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 it 430 430 PROP.GRADE 425 425 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 10+00 11+00 +50 PRIVATE SANITARY PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 445 445 1 15 X. GROUND FIRE H-YD ANT J \ ,ASSEMBL 440 PROP. GRADE 45° BEND 2 "x2" TEE 45° BEND .04 22.5 ° +45° BEND 435 S ORM 22.5° BEND PIPE 207 CONNECTION TO EXISTING WATERLINE VERIFY 430 LOCATION AND -E BUILDING COORDINATE ELEVATION WITH PLUMBING PLANS 440 435 430 NOTE: MAINTAIN 3.5' MIN. OF COVER ON 21� OF 425 OCO NLO Lr) CD L,) 435 2�5 �6,Z,OQ�° 435 oD; Cr o0 M ct 1 @ 2 950/. EX. NN "t CD �. M 213 \ GROUND 8.63' OF 430 15" HDPE 430 't It @ 2.32% 204: 60" CMP STORAGE PIPE TOP ELEV. 436.50 BOTTOM ELEV. 431.50 425 INV IN 435.00 (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 it 430 430 PROP.GRADE 425 425 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 10+00 11+00 +50 PRIVATE SANITARY PROFILE HORIZ SCALE: 1 " =50' VERT SCALE: 1 " =5 445 445 1 15 X. GROUND FIRE H-YD ANT J \ ,ASSEMBL 440 PROP. GRADE 45° BEND 2 "x2" TEE 45° BEND .04 22.5 ° +45° BEND 435 S ORM 22.5° BEND PIPE 207 CONNECTION TO EXISTING WATERLINE VERIFY 430 LOCATION AND -E BUILDING COORDINATE ELEVATION WITH PLUMBING PLANS 440 435 430 NOTE: MAINTAIN 3.5' MIN. OF COVER ON 425 WATERLINE 425 OCO NLO Lr) CD L,) r,- NN oD; Cr o0 M ct 0o <h NN "t CD �. M C6 M � 't It 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 2 1/19/16 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 04, a� 7 0 IIr Y ij CRM W J. ISO ".t'ARSKI Lic. No. 0402048507 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 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 FOOR - CANDLE. Luminaire No. Label ®� Locations X •: Location Y r Z I I MH J I1 Orientation ! Tilt I! r X •: ' Aim Y I Z 1 I I 0 A 31 KBA8 LED 16C 700 30K SYM MVOLT KBA8 WITH 4 LIGHT BOARDS (16 LEDs), 700mA DRIVER, 3000K COLOR LED 1 KBA8_ LED_16C_700_3 0K_SYM_MVOLT.ies 1607.643 1 39 II 11 ! li TEMP, AND SYMMETRIC OPTIC 1 it ®© � 1• : i■ ' iI 0 r ' 1 it ' i■ : I. 1 iI �� r ' it J Ii ' .■ "M r 23 i OLWP 11 OUTDOOR LED WALLPACK WITH 4000K LED 1 OLWP_11.ies 1111.409 1 20.41 Ismaw"Im B I !I MM&M LEDS AND POLYCARBONATE `! ' ' it ' li i off MW ' off mm: COVER/DIFFUSER .• 1! ' it • 1! ' i 1 11 .r 01 C 5 OLSR OUTDOOR LED ROUND STEP LIGHT WITH 4000K LEDS AND LED 1 OLSR.ies 358.4319 1 9.15 1 !i ®m"Im ` r POLYCARBONATE LENS i 1 11 ® ■ r 1 11 01 D 2 :' OLCFM 15 DDB GENERAL PURPOSE LED CAST FLUSH MOUNT WITH DARK BRONZE FINISH LED 1 OLCFM 15 DDB.ies 1042,224 1 16.6 L I II m0 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 FOOR - CANDLE. Luminaire No. Label ®� Locations X •: Location Y r Z I I MH J I1 Orientation ! Tilt I! r X •: ' Aim Y I Z 1 I I 1 Ir : !. 1 !i O• ! i :i II 11 ! li i :1 1 it ®© � 1• : i■ ' iI ' li r ' 1 it ' i■ : I. 1 iI �� r ' it J Ii ' .■ "M r � i 1 II Ismaw"Im I !I MM&M `! ' ' it ' li i off MW ' off mm: .• 1! 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A- 0.1 0.0 .0 0.0 0.0 0.0 0 -0 0.0 0.0 0.0 0. 0.. 0 -2 :9` A+Y1 0 -0 0.0 0.1 :5 0. 0.0 0.0 0.0 0.0 0.0 0.0 1 0. 3 -0 1.6 01 _01 0.0 0.0 _[r' ' 0.1 0.0 0.0 .0 0 -1 0.5 0.0 - 0 00 0.0 2 Plan View Scale - I" = 30" 0.0 0 -0 0.0 0.0 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 00000 • 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-Evastinan 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 on 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 on 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 0.137 0.128 0.121 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 0.153 0.139 ■ - 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 0.137 0.128 0.121 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 Lighting'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 «pmy pwN °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 Steplightscluare 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 «pmy pwN ",,.�. 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.aspx 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 DS 0 i PLANTING DESIGN SCHEDULE P o -r 9 -IVL 15 -HA PI 9 -GM �7 -IV P SCIENTIFIC NAME COMMON NAME 1 -MS- - �P = - - P ROOT/ CONT. NOTES KEY NO. SIZE TREES a AAR AMELAN_CHIERARBOREA DOWNY SERVICEBERRY BETULA NIGRA'HERTTAGE' HERITAGE RIVER BIRCH CERICS CANADENSIS REDBUD CORNUS FLORIDA WHITE FLOWERING DOGWOOD CORNUS FLORIDA "RUBRA" PINK FLOWERING DOGWOOD CHIONANTHUS VIRGINICUS FRINGE TREE JUNIPERUS VIRGINIANA " IDYLLWILD" IDYLLWILD JUNIPER LAGERSTROEMIA'NATCHEZ NATCHEZ CRAPEMYRTLE MAGNOLIA SOULANGIANA "ALEXANDRINA" ALEXANDRINA SAUCER MAGNOLIA QUERCUS PHELLOS WILLOW OAK 6 7'- 8'HGT. B &B MULTI -STEM BN 8 12' -14' HGT. B &B MULTI -STEM CC 6 7' -8' HGT. B &B P CF 4 7' -8' HGT. I B &B CFR 4 7' -8' HGT. B &B CV 9 7' -8' HGT. B &B MULTI -STEM JV 5 7' -8' HGT. B &B LN 19 9' -10' HGT B &B MULTI -STEM SPECIMAN SPECIMAN MS QP 2 3 " -3.5" CAL B &B 2 3 " -3.5" CAL B &B + + + + + + SCIENTIFIC NAME COMMON NAME NOTES ROOT/ KEY NO. SIZE CONT. SHRUBS _ = P 5 -MF ° - AA ARONIA ARBUTIFOLIA "BRILLANTISSIMA" BRILLIANT CHOKEBERRY 37 BG BUXUS 'GREEN MOUNTAIN' GREEN MOUNTAIN BOXWOOD 63 CAH CLETHRA ALNIFOLIA "HUMMINGBIRD" HUMMINGBIRD SUMMERSWEET 10 3'-4' HGT #5 CONT SPACING AS SHOWN _ #7 CONT SPACING AS SHOWN #3 CONT SPACING AS SHOWN 2.0' -2.5' 2' -3' HGT 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 24 3'-4' HGT #7 CONT SPACING AS SHOWN IF ILEX'FOSTERI FOSTERS HOLLY 15 7' -8' HGT B &B SPACING AS SHOWN IG ILEX GLABRA " NIGRA" I TEA VIRGINIANA ITEA VIRGINIANA "LITTLE HENRY" ILEX VERTICILLATA "RED SPRITE" NIGRA INKBERRY HOLLY 23 2.5' -3.0' HGT #7 CONT SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN N VIRGINIA SWEETSPIRE 26 2.0' -2.5' #3 CONT NL LITTLE HENRYVIRGINIA SWEETSPIRE RED SPRITE WINTERBERRY HOLLY WINTER RED WINTERBERRY HOLLY 21 2.0' -2.5' #3 CONT NR 39 2.0' -2.5' #3 CONT NW ILEX VERTICILLATA "WINTER RED" 8 3' -4' HGT #5 CONT SPACING AS SHOWN RP RHODODENDRON PRINOPHYLLUM ROSESHELL AZALEA 21 3' -4' HGT #5 CONT SPACING AS SHOWN TO THUJA OCCIDENTALIS "HOLMSTRUP" HOLMSTRUP AMERICAN ARBORVITAE 2 4' -5' HGT #7 CONT SPACING AS SHOWN VA VIBURNUM ACERIFOLIUM MAPLE - LEAVED VIBURNUM 4 HGT #5 CONT SPACING AS SHOWN VP VIBURNUM PRAGENSE PRAGENSE VIBURNUM 3 4' -5' HGT B &B SPACING AS SHOWN VPR VIBURNUM PRUNIFOLIUM BLACK -HAW VIBURNUM 6 6'-8' HGT B &B SPACING AS SHOWN I I v \ SCIENTIFIC NAME COMMON NAME - 8= / KEY NO. SIZE CONT. NOTES HERBACEOUS 7 -PA AD ARUNCUS DIOOCUS AMSONIA HUBRICHTII GOATSBEARD BLUE STAR FLOWER 2 NA #1 CONT AH 6 NA #1 CONT Al A_SCLEPIAS INCARNATA SWAMP MILKWEED 8 NA #1 CONT AMT ACHILLEA MILLEFOLIUM'TERRACOTTA' TERRACOTTA YARROW COLUMBINE BUGBANE BUTTERFLYWEED SLENDER WOODLAND SEDGE TICKSEED 10 NA #1 CONT 34 -BG AQC AQUILEGIA CANADENSIS 33 NA #1 CONT AR ACTAEA RACEMOSA 28 NA #1 CONT AT ASCLEPIASTUBEROSA 7 NA #1 CONT CD CAREX DIGITALIS 60 NA #1 CONT CV COREPOPSIS VERTICILLATA'ZAGREB' 4 NA #1 CONT CVA CLEMATIS VIRGINIANA VIRGINS BOWER VINE 4 NA #1 CONT ED EUTROCHIUM DUBIUM "LITTLE JOE" LITTLE JOE, JOE PYE WEED 8 NA #1 CONT EF EUTROCHIUM FISTULOSUM HOLLOW JOE PYE WEED 5 NA #1 CONT EP ECHINACEA PURPUREA "LEUCHTSTERN" PURPLE CONEFLOWER 7 NA #1 CUNT ER ECHINOPS RffRO'VEffCHS BLUE' GLOBE THISTLE 7 NA #1 CONT GM GERANIUM MACULATUM HEUCHERA AMERICANA HELIOPSIS HELIANTHOIDES LAVENDULA AUGUSTIFOI WILD GERANIUM AMERICAN ALUMROOT OX -EYE LAVENDER 9 NA #1 CONT HA HH 15 NA #1 CONT 13 NA #1 CONT LA 4 NA #1 CONT LC LOBELIA CARDINALIS CARDINAL FLOWER 7 NA #1 CONT LS LIATRIS SPICATA'KOBOLD' GAYFEATHER 9 NA - CONT ,39 _ 134 SS MF MONARDA FISTULOSA WILD BERGAMOT 5 NA #1 CONT P P PA POLYSTICHUM ACROSTICHPODES CHRISTMAS FERN 36 NA #1 CONT PI PYCNANTHEMUM INCANUM HOARY MOUNTAIN MINT 14 NA #1 CONT POP PODOPHYLLUM PELTATUM MAYAPPLE 36 NA #1 CONT TALL PP PHLOX PANICULATUM'DAVID' DAVID PHLOX 7 NA #1 CONT PV PANICUM VIRGATUM " SHENANDOAH" SHENANDOAH PANIC GRASS 80 NA #1 CONT E FP RH RUDBECKIA HIRTA'GOLDSTURM' BLACK -EYED SUSAN 12 NA #1 CONT SA SENECIOAURENS GOLDEN RAGWORT 14 NA #1 CONT Y SC SANGUINARIA CANADENSIS BLOOD ROOT 24 NA #1 CONT TC TIARELLA CORDIFOLIA TIARELLA CORDIFOLIA 12 NA #1 CONT VN VERNONIA NOVEBORACENSIS NEW YORK IRONWEED 14 NA #1 CONT DTL I LIMITS OF MULCH, �P -� LIGHTS, SEE ELEC. KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES NATIVE GRASS AND WILDFLOWER MEADOWS AM ACHILLEA MILLEFOLIM ASCLEPIAS SYRIACA YARROW 69 NA QT CONT GROUPS OF 5 -7, SPACING @ 18 IN. O.C. GROUPS OF 5 -7, SPACING @ 24 IN. O.C. AS COMMON MILKWEED 39 NA QT CONT EP ECHINACEA PURPUREA "LEUCHTSTERN" PURPLE CONEFLOWER 39 NA QT CONT I 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--"- SPACING @ 18 IN. O.C. � I NOTE: ALL NATIVE GRASS AND WILDFLOWER MEADOW PLANTING AREAS SHALL BE COVERED WITH 2.0- INCHES OF DOUBLE GROUND HARDWOOD BARK MULCH. 4 NOTE: ALL PLANTING AREAS IN THE BIOFI -TER PLANTING CALCULATION: 4 -IF I 1) BIOFILTER AREA = 241 SO. FT. 2) REQUIRED PLANTING = 10 TREES AND SHRUBS FOR EACH 1000 SQ. FT. 3) PLANTING REQUIRED: 241 / 1000 = 0.24 X 10 = 2.4 TREES AND SHRUBS 41 PLANTING PROVIDED: 2 TREES AND 7 SHRUBS - - -------- - - - - -- _ - g 1 02 - PLANTING DESIGN SCHEDULE SCALE: NTS LANDSCAPE NOTES: I. LANDSCAPE CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH ALL ASPECTS OF THE DEVELOPMENT PROJECT. CONTRACTOR SHALL MARK ALL PROPERTY LINES. 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 AREAS /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/WARRENTY 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 14. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING WRITTEN PERMISSION FOR ALL OFF -SITE LANDSCAPE IMPROVEMENTS ALONG THE PROPOSED PRIVACY FENCE ALONG THE WESTERN SITE BOUNDARY. THE LANDSCAPE CONTRACTOR SHALL FULLY COORDINATE AND PERFORM ALL WORK AT THE DIRECTION OF THE OWNER. 15. OFF -SITE BUILDING LOCATIONS AND FOOTPRINTS ALONG THE WESTERN PRIVACY FENCE ARE AS SHOWN FROM COUNTY OF ALBEMARLE GIS MAPPING AND ARE ASSUMED TO BE APPROXIMATE ONLY. PROPOSED PLANTINGS SHALL BE ADJUSTED IN THE FIELD AS NECESSARY. OWNER AND CONTRACTOR SHALL VERIFY EXACT FIELD CONDTIONS PRIOR TO BEGINNING ANY CONSTRUCTION. LANDSCAPE SYMBOLS KEY DECIDUOUS SHRUB HERBACEOUS PLANTINGS EVERGREEN SHRUB HERBACEOUS PLANTINGS DECIDUOUS TREE + + + + + + + + SODDED LAWN EVERGREEN TREE LIMITS OF MULCH LIMITS OF BIOFILTER, I SEE G4VIL- PLANS SEED WITH MID - ATLANTIC POLLINATOR MIX - _ - NOTE: ALL PLANTING AREAS IN -(XERC 00102) WITH AN AL RYEGRASS, FROM - 10 -IV_R - HATCHED AREA - - - - -- _ AROUND THE BIOFILTER SHALL HAVE 2.Q ERNST SEED CO., SEE�RATE @ 8 LBS/A - 8 -VN 80 -PV COVER WITH JUTE MESH AFTER SEEDING. - - - - -- - _ 20 -AR - INCHES OF DBL. GRND. HARDWOOD I 4 -CVA 3 -_I_VL 5 -EF - -- - -BARK MULCH. ALL PLANTINGS ON THE WEST • 8_B ��tP ��� /// �� ,� . 2 -IVW 6 -HHP 10 �RAINAG -E- -S1D Of EAR, %, .., „z- N- C€-__ -- -- -- - -- I -CAH _ - - - _ _ _ - - - - - - ESMT. - RRE LOCATED OFF -SITE. SEE -- - = - - - - ✓ --- - - - --- - - -_ -- - -4- _ NOTES. ----- - - - - -- 4-A�4_ _ - - - _ = - - - - -- - - - - - - -- - - - - - - 5 -JV - - SANLIMITS OF - - - - f - / MULCH, TYP. SA N -- - - -- _ _--- - - - - -- - - - - -- - 427 / - - - - - - -- -G- - -- _ - -- - - - - -- - -- -A -28- _ - ,1 - - -- - �IMITS OF MULCH, - -429 4 -CS - - - P _ - - - 4 1 36 -POP _ _ - YPICAL 4 4 -HQ 6Q CDC P -- - - - 4- /L/L---/ P P 4HQ -- -- - -1t - - - - 8 -VN 4 -LN P _ 4 -BG 6 -AA / I A 19-R � - - - _ - - - � - - - � 1 �- - 6 -RH 14 6G 3 -VP 1 -QP 5 -PI _1 -,- P -'- 1 8 -ED P 5 -AM � I I ^ I IiuJ 1 -HQ z 2 -HQ 6 -IV LIMITS OF MULCH, TYP. 3 -AA a z 1 -HQ 2 -AA -- 1 -IFS 2 -HQ -� 1 -IVW 6 -IV / 4 -IF 8 -AA � 1 -IF- 8-IV - / L xK 1 -H6 / / / / MULCH, TYP -� P I / / i A \ II 1 I I 1 I1 P o -r 9 -IVL 15 -HA PI 9 -GM �7 -IV P `_ 1 -MS- - �P = - - P - X - - - a P i A i 8 -SC 8 -SC- P j' 7=�HH4 P v ++ � - �-LC - 13 -IVR + + + + + + + + + 15 -PA 2 -HQ - _ = P 5 -MF ° - ,, + + + + + + + 12-AU - - A - 5 -LS + + + + + + I �X SAN. S EW MT . ES \ \ 9 - AQC 14 -PA + + + 1 -CFR / P P / 8 -SC 14 -SA I 54VR - + + + + + + + P F P = / 4 -IVR + + + + + + - / P 3- PR 12 -TC I + + + + + + + v \ \ - 8= / a 7 -PA + + + + 4- 6 -AA I I NATIVE GRASS AND WILDFLOWER + + + + + % P - 34 -BG I A ME DOW PLANTING AREA - 4 / 69 M � P 1 -CF � 39- 4 -IVW I 9 EFL I 1 RIVER : ab _ - - t I 5 MF RF ` ASSISTED LIVING STONE, / A .r__ - BIRDPFEEDERS -, P P - 8 -LIB ' P 2 -HQ a, ,39 _ 134 SS GARDEN FOUNTAIN, 5 -IVL P �F - TYP., SEE DTL P P IS A A SHALL E SODDE SEE DTL. H T RF TYPE, TALL HERBS & ANNUAL E FP CU SOD v SCREENING � �� 1 Y FLOWERS PLANTINGS �� FENCE, SEE ARDEN BOLLARD P BY OWNER F P DTL I LIMITS OF MULCH, �P -� LIGHTS, SEE ELEC. TYPICAL , T IPLANS. TYPICAL P 4 P 1 1 - P , 7 1 1 8 -AA T P A � I 4 NOTE: ALL PLANTING AREAS IN THE 4 -IF I - - -------- - - - - -- _ - g 1 MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP / / ' / A I 4 / INCHES OF DBL. GRND. HARDWOOD � I I ^ I IiuJ 1 -HQ z 2 -HQ 6 -IV LIMITS OF MULCH, TYP. 3 -AA a z 1 -HQ 2 -AA -- 1 -IFS 2 -HQ -� 1 -IVW 6 -IV / 4 -IF 8 -AA � 1 -IF- 8-IV - / L xK 1 -H6 / / / / MULCH, TYP -� P I / / i A \ II 1 I I 1 I1 / P 11 /8 -IG P HERB & ANNUAL FLOWER ' PLANTINGS BY OWNER /, -- i 4 -_IVL � / � � � r / FLOWER POTS BY OWNER - I / P /. V / / iT ,- 4 P Y FI P V BIRD FEEDER, SEE DTL A P 4 -FG_ P A P _ � I �J 4 = P P �P z � �' P v � / / P `4 -C P EM-ORY' / P / 4 -PI ; -P A / ' ! P F IN, SEE DTL. - - - - r WOOD GARDEN ARBOR, SEE DTLS. 1�CC,' P , 3-MAILBOXES.' P //430 i_ ' 4 'P SEE DTLS AD / / 1 -CF ,6�iG 2- G y / 4 GARD NBA ARD P 7- - X -- - - S P 'PL PIS W W I *' / W 16 -AAR 1 -QP A / LIMITS OF-MULCH, /`TYPICAL' , / ' /� V / 4 P o Y 4 P a P v - - - - I �X SAN. S EW MT . ES \ \ v - / 4 q \ \ I Of �� - - - - -- �� P 4 NOTE: ALL PLANTING AREAS IN THE g / / MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP / / ' / A I 4 / INCHES OF DBL. GRND. HARDWOOD 5 -AMT 4�V 4 -ER / ' / A P - AP J V, / BARK MULCH. 6 -RH 3 -ER 4 -ATQ ' P / HERB & ANNUAL FLOWER 11 -1EIG ' PLANTER BY OWNER 3 -LN / / R ER / p' - P STO 8 -AR � - ST NE PV MT I 4 -LA 1 P P '�4- - A 0 4 P IP�D FEEDER, SEE bTL ,- / / / ' - - -� �P P 1 A 1 p -1v HT p / / - / _ _� 2 -TO - 7 / / P 11 /8 -IG P HERB & ANNUAL FLOWER ' PLANTINGS BY OWNER /, -- i 4 -_IVL � / � � � r / FLOWER POTS BY OWNER - I / P /. V / / iT ,- 4 P Y FI P V BIRD FEEDER, SEE DTL A P 4 -FG_ P A P _ � I �J 4 = P P �P z � �' P v � / / P `4 -C P EM-ORY' / P / 4 -PI ; -P A / ' ! P F IN, SEE DTL. - - - - r WOOD GARDEN ARBOR, SEE DTLS. 1�CC,' P , 3-MAILBOXES.' P //430 i_ ' 4 'P SEE DTLS AD / / 1 -CF ,6�iG 2- G y / 4 GARD NBA ARD P 7- - X -- - - S P 'PL PIS W W I *' / W 16 -AAR 1 -QP A / LIMITS OF-MULCH, /`TYPICAL' , / ' /� V / 4 P o Y 4 P a / / / / / / r/ J / Y =/ / z 1% / P l A 10, 0' 10' L 1 `/ P � � � 1 , P I / T- Al P P / F / / / I I .. - \/ I P Y Y ...V -G - - -G- _ _ - -- - - -- - -G P -G _yam P / � - 01 - GARDEN PLANTING PLAN SCALE- 1" = 10' \I NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS 1/19/2016 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM 4f,�Nljlri 2016 -01 -19 \.1, 1� DAVID T. ANHOLD LX CERTIFICATE No. 000311 ~�4' LA1YDSCA4'% �4G D KEY PLAN Perkins E, astnian 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: GARDEN LANDSCAPE PLAN .'_i 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 i dW T rid `v C`�«t: �r ice•' -. � •. P !. • .�', s``r, • 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 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 7F 7r 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. GROUND COVER AND /OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & 1.XBAZ[ .. III of�..I II- Iliii sill 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 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 1/19/2019 - COUNTY SUBMISSION AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM �4 2016-01-19 DAVID T. ANHOLDf CERTIFICATE No. �c�`, �r 000311 �' �f�� LANDSCA4� �4G SEAL D KEY PLAN Perliffis Eastman 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