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Home My WebLink AboutSDP201500044 Plan - Revision 2016-03-17BRANCHLANDS 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 CORNUS FLORIDA 2815 N AUGUSTA ST 4 SUITE C 496 STAUNTON, VA 24401 PINK FLOWERING DOGWOOD TELEPHONE: 540-885-0920 124 CONTACT: PAUL HUBER CHIONANTHUS VIRGINICUS PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: JANUARY 17, 2014 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET BUILDING SETBACKS: FRONT: OFT REAR: 20FT SIDE: 20.5FT(SW PROPERTY LINE, OFT OTHERWISE) BUILDING HEIGHT: 62'(4 - 12' FLOORS OVER 14' BASEMENT, 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 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 4 124 496 CORNUS FLORIDA "RUBRA" PINK FLOWERING DOGWOOD 4 124 496 CHIONANTHUS VIRGINICUS FRINGE TREE 9 125 1125 JUNIPERUS VIRGINIANA "IDYLLWILD" IDYLLWILD JUNIPER 5 16 80 LAGERSTROEMIA'NATCHEZ' 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 1 82 82 Red Maple 1 1 57 _r__57 E1.0 Proposed Trees on TMP 61 -Z -3D LIGHTING CUTSHEETS Name No Canopy GARDEN LANDSCAPE PLAN 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 Mail n o n w e a I t h r( Wood Grill Buffet WESTFIELE) 1427 SITE LOCATION !f—"f 6 kin C BRAE HLAN 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 DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT C4.0 SITE LAYOUT C4.1 SITE LAYOUT C6.0 PROFILES E1.0 PHOTOMETRIC PLAN E2.0 LIGHTING CUTSHEETS LO.1 OVERALL LANDSCAPE PLAN L-1 GARDEN LANDSCAPE PLAN L-2 LANDSCAPE DETAILS TOTAL: 14 SHEETS APPROVALS DATE DEPARTMENT OF C0TMNfMTY DEVELOEN ENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 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 Q CRA1GV� J. KOTA SKI Lie. No. 0402048507 ��'�OtT SEAL KEY PLAN Penins ]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.O SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 /Z G, / / / / G MHD (W/-4'STACK) J\�,�\/// /2"DEC 1�00�'(\1� 6� J\\,o\� //// 12" DE \, `\01��\�\v TOP=427 88 INV. SECTION 1 FL OOR=423.66' ��. / , /GQ ��'• / / , / \ INV. 1N=499.77' 12"RCP \ INV. BOT=414.97 36 RCP OBSERVED *NOTE. STRUCTURE BURIED 2' SD CURB INLET BELOW GRADE / ,� / OP=431.88' / , s" DEC � v � / / 8" DE G' ///T V. OUT=422.58' 12"RCPT//�,/ / l PARKING o v / / I I �� / �, / / / GJ� I PARKING LOT / I I ��/ / Q, I LOT V �, 8" DE � \� �v� � �� ` \� ` v / / I I � /�, / / 8" DEC b v J / / / I \ �' „DEC \ \ / /, / / I cS b "DEC // i CANO A \ ` / c'p � v \ / /// / / I A v / / 0 �c, / �',1�0 ` 6 EC I / / /i / / 0A�i / �� 6 EC / , I'� r0 V Q b3 �� FFE=43 I / /i A / I� �' , 12 RCP �`/' 5 °� / „ 9r0 / Q �� 3 � �/ 5 / J ,�v \ / ,// GG �q,, G 5P G� QG G HVAC UNITS 2 �i� �� - // r>,07� y; D I 9 \ �� • �1� I / DEC 2.75'x2.75' / i / \ //,� \ 2.75'x2.75HVAC S 2 / b� 0 / I b 1 / A / / Q 0 ON CONC. PAD / , OO i �L \ o�' C�� "DEC ON CONC. PAD v0 / ; I v / / / / 1 Q / 10" D C I � � !� I A 70 DRAINAGE ESMT. � I I / �/ / Z11 � / `- � � a � � 0 �, � � 0 70 DRAINAGE ESMT. I // , ®. M 5 X,(APPROXIMATE) / / I I % I , c / / / �, �; . G 5 '`I�G s c �'"l c\ \� \� (APPROXIMATE) /6,. /�/6RON F \ - �` � , DB. 1497, PG. 193 / / / v A I s's v G� / S` �`Q 0 DB. 1497, PG. 193 / , I I / ��._ / / v I �'�r v GOv� �`Q 0 �"� / !© A PARKING 1 / `�� / I / / / / x �'� / / A PARK G5� SPACE v / / / r / o / 0�. v 0 1 \ V A 5P / HVAC UNITS (2) i / i 6 / ,�`� SPAC l 5��. /„ , HVAC UNITS (2) �� / / i , , v? \ \�v , 2.75' x 2.75' i 2.75' x 2.75' ` (ON CONC. PAD) - O \ / (ON CONCPAD) CONC. CONC. I STOOP STOOP /a / I / MHD / b� ti� / / / / ' TOP=420.11 ' d' / �ti / , / / N1 16.96' 12" RCP / / �/ / / 5 / / / D C - ;P (FROM NE) /, / / / / / / JQ'� J0 I I Ri �G O FFE=444.88' // / \�Q�O 3.11 '+ 36 "RCP / / / D� / r G I -p / / ' / b 1 , a ° G, FFE=444.88' 41 /� / / V�G� A GAS -LINE, -� V I i4 "�D�C BRICK WALL / / /� / i , �-� BRICK WALL APPROX. lvv v ta I (1 W) �� / / /l / ��' I (1 W) (TYP) I - - V A \ V _ _ RETAINING 2� / / / / / / / �� V A RETAINING i SEE NOTE 3�� v \ v v v v v WALLS (VIN) , /,� �� / / / `` / 429 0 ° / ` \ �3 ' - - v a WALLS (VIN) $ CONC. (GRAVEL PAD \� \ �� /i/" /, - - - ' I �\ A �-\ \V _ / STEPS / / �` �� A ///, - - - - ,428 I I A REMNANTS, i' '`� i _ _ _ I I I I / (4 _ / /� / / ° THIS AREA) � ` / I I v �I / / / ♦ ♦ v I I I v G \ / 9 r- ° / VI / / / 1 I / .�%/ ♦ %� / /lb- EG l I II I � � / /, IRON \ \ \ \ \ SD CLIIRB INLET I / , / , / / , % / , / g / / LLl / / / / CON I \ lRON ` , - ♦ /f / / \ _ �, 'S><IRVE/N O S� i STEP�� 3 I .. \ / � / / F \ \ , . ♦; ° % / / � % , l ii / / / / / I NO PARKING / f \ .< / // / / / / 7`6, =- 26.8 ' I ry %/ / , () (> I,. t' / / s4/��L7Nf ryo�s� Tn�� T�498.83 I G / / / // I II O // �A17K1 NL Y/ // / I \ ) 1 % , / \\ \ / / /,/ / / / II I O / / �P \ " ve / / / , '/ / ��j / / Q/ (LOADING) / / \ J - / / \ / / O / A/7K/ IV X12 R P I Y'MP,61Z-3-5A I I / / , / / / / / / IRON(F� '7cs // / \ \ \,\ < / / / 7MP 1Z3 5A q \ ;' 6 W�AL'LLC / / / i �� , 5 sP ^ v `�� / % WEAL; LLC UGT i / / (PHASE/2B; BRANCHLfj1ND / / / "� / / / / // ��,;' \\�\G \ QIP / / I /i i / I (PHAS 2B; B ANCHL NDS / IRETi1R MENT VILLA(FE) / / / / / / / 0 i 5 / , / Fi '� 0 J 1 Q` �G \ P G \loo/RET4REMENT VILLA E ; i / DB 3541, PG. 67/ AS HALT / / / / 6� �e I Q1 \ i / % %i / DB. 3541, PG. 67/ I It \ WaOD \ \\ \ \ - - / / / REII�NANTS / / / / / / I \. i �� 5 �( \ - % / / / ' �, - / , / (PG. 72, PLAT)/ I I / / / \ \ _ _ - / / r / / rr I / / / / 1( / / \ / , , / (PG. 72, PLAT) / \ >FEN�E \ I \ \,.. / / / / , / ZONED: PUD / , / / g0 i \ / \ / / / i' ZdNED: PUD 95 VEPCO ESMT. DB. 855, PG. 275 Val 3 1Q s 011 \ & CENTEL ESMT. \ \ �\ \ \ , , � / / / / ♦ I � / / \ \ DB. 786, PG. 494 4 \ \ \ v K 44 \ It *APPROXIMATE LOCATION (SEE NOTE S) V � / \ � - ,� � �, / / % /f /� , �;- t i \\ 20'SANITARY PVC DRAI�AGE PIPE' / / 20' SANITARY SEWER ESMT/" SEWER ESMT 44W 3 DB. 1559, PG. 404DB. 1559, PG. 404 OBSERVED; ROUTENOTDETERMINED \I I � G INV. =418.87' I I , f 3"'b SD CUR INLET l l l l l , \ �z"FNFR. I , I 1 /2 �I �/ / / , / j ^_ 3"bE TO =440.71 ' /INV. 1N=435.512" RCP / / / / / �� \\\ \ 11 / I \ 2� I I \ / 4 I I I 1 / , / � , � I / o� v / coNc. I 1 '' a 15 Dec / �, rno � -, ; , I 42 ,� I 15° D c NV. OUT=43;3.53' 12" RCP I l s \ l oNC. / // W I ONC. I 6 I 1 / I I 1 II 1 I / I / / / ' / / TEPS (3) \' I Scr�; \ I I / O OPS (3) WIRAIL I / V � � 1 , / � ° ,o I &2° &FRI � — _ I �A V I R, tNN/RAIL V / // - - i 2b" OAK �i ) I / \ �cS �c� \ \ 1 I / / i 2b" OAK \ O )✓ 441 LL 2 A5 \ BLOCK = I \ 1 Ern \ / // ♦ O , �� l l l / / // 1',NI 4 N\ DEC 4"DEC GAZEBO ON CONC. PAD r. PAD Q 4 6 8" DEC \ �\ V A / / �/ // / / /// / I \ D /l1 8" DEC s'� A =v �,l i l/ / /� ,* \ I 1 I/ 1 (LSA) v A \ I / / / / , i I v (LSA) v �� 2"OAK 6" OAK 1 \ �c5` \ j' / / , � 2 OA 6" OAK 1 i" i IRON (F) E l/ ///jGi� I %� ��j�G A (DISTURB C, v y 'J(" (APPROX. L OCA TION) MHD A GROUND=440.59' v/ CURB &v ` wcur � � � � RECORD DATA INDICATES � " v �v STORM MANHOLE STR; IRON (F)v� SD CU B INLET LOCATION PER MAGNET/C SD GRATED INLET T - 39.73' SIGNAL, BELOWASPHALT \ (2.5'x2.5) V / �� v INV. 1N=430.23' 12" RCP 0` �Q' INV. OUT=430.18' 12" RCP A TOP=422.36' INV. BOT=420.10' Q P 3 iii \ �►I � � \ � �\ �,\ Vii SD /NLE7 MANAGED STEEP SLOPES 0 -426.88' APPROX. GAS -LINE, INV. T.=417.88' DIRECTION APPROX. 12"R, NTERS, (TYP) 15" RCP TS SEEN E3 / / co CD Q / SCALE 1 "=20' / EXISTING CONDITIONS 2°' 40' \ 1 / G - \ I \ 1 cN IRON (F) \ V A V 1 (DISTURBE CURB & i v SW CUT IRON (F) / \ MANAGED STEEP SLOPES GAS -LINE, APPROX. (TYP) SEEN E3 A M LAYOUT PLANNOR co OD 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 3 3/9/16 REVISED PER COMMENTS *00 0 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 txl t-1 t �y Q CR1 GV4 J. KO'1ARSKI ,-` Lic. No. 0402048507 S�OIVAL 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: ---- 00.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 GENERAL NOTES DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 4" EXISTING PAVEMENT PROPOSED PAVEMENT REVISED PER COMMENTS 2" R 3/9/16 REVISED PER COMMENTS 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS ANDTOP STANDARDS. TOP OF CURB 2 �5 OF CURB R=2" SAWCUT THROUGH o MATCH EX. CROSS 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE 1 R x�� a u U EX. SURFACE w SLOPE UNLESS OTHERWISE 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). ° 3>, THE DEPTH OF CURB MAY BE °e D n 4 OF 3" ANDA ��\��\� a ° 6" \ ��\ ��\ a° X COURSE w SPECIFIED ON PLANS Lu & REMOVE PAVEMENT PROPOSED 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. MAXIMUM MUM OF 19NIMUM A SURFACE/��/��/ SURFACE 2' MIN. SURFACE 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, ° o a °a WATERLINES, ETC, PRIOR TO CONSTRUCTION. i 16" ' °° ° 1g //��j/��j a 2" ± COURSE a BASE ��X 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE ° EXISTING CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER, THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER 'S o BASE \��\\��\\ PAVEMENT REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.° °a d a 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. VDOT A-3 CONCRETE a 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 ° VDOT A-3 CONCRETE MILL EX. SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 4" MIN. SUBBASE 0 0 0 0 0 0 0 SUBBASE�o SURFACE COURSE 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION v v SAWCUT EX. BASE COURSE AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. o o EDGE OF PAVEMENT AGGR. BASE 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 6"--7" 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. CONTINUE STONE BASE CONTINUE 21 B STONE BASE NOTE: PROPOSED PAVEMENT MUST TIE 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER FROM ADJACENT PAVEMENT FROM ADJACENT PAVEMENT IN WITH EXISTING PAVEMENT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, SECTION UNDER CURB SECTION UNDER CURB 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 VDOT STANDARD CG-3TNScale OT STANDARD CG -2 CURB PAVEMENT REPLACEMENT JOINT DETAIL 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 No Scale No Scale DEVELOPMENT. 2" R R= %4" 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) �4" CONTROL JOINT SPACED 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. CONC CURB AND GUTTER CLASS 3A, TOP OF CURB 6" 1 AT WIDTH OF WALK 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. \/ �� (f'c=3,000 PSI) CONCRETE 6„ \/\/\/ a \ \ \ a SURFACE �j��j�� ° ° a EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER 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 \ �j 8 1":1' a �� BASE 12 COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 13 �� - a� 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE V �j a 7 a YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. a a a 4 a ° ///��j a ° 4 \/\/\ 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. a ° a VDOT A-3 CONCRETE c c c CONC. WALK 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIREDo SUBBASE�o FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE 0oo7 o BASE COURSES) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 4 MIN. �' o o 0 00 X a 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES , CONTINUE 21 B STONE BASE a a V'//Z\/�A PRIOR TO STATE ACCEPTANCE. (N/A) FROM ADJACENT PAVEMENT ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 6" 6" 2'-0" SECTION UNDER CURB o 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. CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE SUBGRADE PAVEMENT SECTION OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) UNDER CURB COMPACTED SUBGRADE 4" 21-B STONE 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) VDOT STANDARD CG -6 CURB & GUTTERFLUSH CURB CONCRETE SIDEWALK JOINT DETAIL 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM No Scale No Scale No Scale 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) VARIABLE WIDTH' 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND 12" MIN NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S (TYP.) 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 1.5"DIA GALV. BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. RAIL (TYP.) 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.0 2'-10' 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 0 0 0 0 o 0 00 0 00 0 oDo �/X�� 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 EXP. (TYP.) 2'-10" JOINT o 0000000 0 0 6" TYPE 21 B AGGREGATE BASE COURSE 4" 3,000 PSI AIR -ENTRAINED CONCRETE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 12" MIN FINISHED GRADE o 0 0 0 0 0 o COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE (TYP.) 12„ (TYP.) 17 X/ VX/�/X�/vAX�VA��VA��VA��VA�� COMPACTED SUBGRADE � a a DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS VDOT TRANSPORTATION(VDOT). ° NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1/s" ACCORDANCE WITH VDOT STANDARDS. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. WASH a DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE .) INSTALLED PRIOR ANY CLEARING, GRADING OR OTHER CONSTRUCTION. MAX.) MA ( o ao 0 0 LIGHT DUTY ASPHALT PAVEMENT SECTION CONCRETE SIDEWALK PAVEMENT SECTION 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5„ 1'-4" No Scale No Scale 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE FINISHED 8 ACHIEVED. GRADE EXP. CONCRETE 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 JOINT NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ' #3 REBAR (12" O.C.) EXPANSION JOINT WITH 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 1/8' WASH PREMOLDED EXPANSION 1/4" SEALANT 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 5" # 57 STONE ASPHALTIC CONCRETE SURFACE FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 8„ COURSE - SM -9.5A CO EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 1926). + r/MMMENEWME/w/2.5" INTERMEDIATE BASE COURSE - BM25.0 SILICONE SEALANT 2„ a y a 0 0 0 0 0 0 0 BLASTING NOTES 1'-0" 9„ ° ° (2)#5 KEBABS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES -a 7 -F 10" 3,000 PSI AIR ENTRAINED PORTLAND 3, "i 1 o 0 0 0 00 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE ° ° a CEMENT CONCRETE 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 3" NOTES: COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 1'-4" 0 0 0 0 0 0 0 �o�o�o�o�o�o�o 0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 2. RAIL ON BOTH SIDES OF STEPS IF NOTED) ( , 3. SEE PLAN FOR RISER HEIGHT ��%/�// D O 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95 /D OF MAXIMUM DRY DENSITY AND 2 /D OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE COMPACTED SUBGRADE COMPACTED SUBGRADE (CBR 11.2) � 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 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. EXTERIOR STAIRS HEAVY DUTY ASPHALT PAVEMENT SECTIONMale AVY DUTY CONCRETE SECTION No Scale No Scale LEGEND FIRE HYDRANT ® WATER VALVE STORM DRAINAGE MANHOLE (MHD) RESERVED RESERVED ® STORM DRAINAGE GRATED INLET PARKING PARKING RCP REINFORCED CONCRETE PIPE Q SANITARY MANHOLE (MHS) PVC POLY -VINYL CHLOR/DEP/PE O TELEPHONE PEDESTAL .0 UTILITY POLE o-* LIGHT POLE 7-1 /2" 6' LENGTH PENALTY PENALTY ID ELECTRIC BOX ED ELECTRIC VAULT 0.5' FROM F/C $IW-$500RE $M-$500RIE 5" TOW AWAY ZOPE TOW AWAY ZONE SAN SAN/TARYP/PE UGT UNDERGROUND TELECOM UTILITY o�o�o� o�o�o�o� o ANCHOR WITH Y8" REBAR o�o�o� o�o o� VAN 6' ABOVE ALIBLE 6' ABOVE FINISHED FINISHED G UNDERGROUND GAS UTILITY(APPROX. SEE NOTE X) GRADE GRADE IMBEDDED 24" IN GROUND; x FENCE 2 PER WHEEL STOPS 7\\SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR CENTERLINESINALE/DITCH PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) EDGE OF PAVEMENT (EP) 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. VEGETATION / TREE LINE DECIDUOUS TREE VA. SIGN FOR THE DISABLED ON 0.80 GAUGE (DEC) ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, CONIFEROUS TREE WHITE BACKGROUND. SHRUB / HEDGE LINE KING SIGNS FOR THE DISABLED PRECAST CONCRETE WHEEL STOPkN�Tle EG EDGE OF GRA VEL SW SIDEWALK No Scale -u SIGN ESA?- EASEMENT CONCRETE BUMPER BLOCK DL: DEED BOOK DEPAGE ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND (F) FOUND (PROPERTY CORNER) HANDICAP SIGN LOCATION (VAN) 00 STORM PIPE & STRUCTURE N0. HANDICAP SIGN LOCATION (TYP.) 100 y y O DROP INLET & STRUCTURE NO. 7 200 EXISTING CONTOUREOp FACE OF URB 200 PROPOSED CONTOUR PAINTED 2% MAX. 18' 18' PER 240.50 PROPOSED SPOT ELEVATION VDOT 4" f4" SPEC. PAINTED TC =TOP OF CURB STRIPE TW = TOP OF WALL (TYPICAL) BW = BOTTOM OF WALL 8' 1 5' 1 8' 8' 1 1 8' TS = TOP OF STAIRS TYPICAL VAN BS = BOTTOM OF STAIRS I ACCESSIBLE ACCESSIBLE APPROX. = APPROXIMATE 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 3 3/9/16 REVISED PER COMMENTS 000�• 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 l Infrastructure l Technology Q Ci�{G VT .Ti.1ri0'KARSKI r Lic. No. 04'02048507, NTAL SEAL KEY PLAN Perkins Lassman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE INC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: NOTES & DETAILS SCALE: AS NOTED C1 .0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 4'- 4 x 4 POST UNLESS JRAILO� THER WISE NOTED 2 x PLAN (TYP 4'- 1 x 6 TRIMMER 1 x 6 SIDING 3'- 0" NOTE 'ADJUST TO HEIGHT 10" 3 OF CASTER WHEELS ON GA TE CONC. -- STONE ��Pf 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). WATER 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 -� 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 GRA[ 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 ELEVATION 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 4'IMIN INITIAL BACKFILL 4�MN 6" 1.5' 2.66' 2.66' 2.66' 1.5' UNSTABLE 8° BOLLARD (TYP.) SIZE CONC. -) PAD 8, 6 6x6POSTS NTS FIG. W - 5 TD -8 1 x 1 x 6 TRIMMER 1 x 6 SIDING PLAN VIEW 1 x 6 CAP 1 x 6 TRIMMER NOTE.- ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREA TED ~i F~ 12" POST ELEVATION 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 4'IMIN INITIAL BACKFILL 4�MN DIMENSION DIMENSION METER SIZE UNSTABLE 8° VOL. SIZE 8 8, 1 1/2" 3'1" 8 2" 31" SOIL\ MIN 3" MIN _ MIN 4" 5' MIN. MIN GREATER #68 STONE O =_ GRANULAR FILL AS 2.50 3.01 0.24 -- _- - APPROVED BY ACSA /..� FIG. W - 3 ST ABLE SOIL OR ROCS Z STABLE SOIL OR ROCK 2.00 2.25 NOTE 0.15 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. 22 112 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. 2.25 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 0.15 DUCTILE IRON WATER 11 1/4 PIPE INSTALLATION & BEDDING 2.00 OUTSIDE ELEVATION INSIDE ELEVATION NTS FIG. W - 2 TD -2 B DOOR HINGES F- f---- --------i I I LIFT HANDLE L---------------- TYPICAL METER VAULT 1/4" SAG RC WI TH TURNBL 2 x 4 CROSS 2x4FRAM 12' 57 HINGE N.T.S. FIG. W- 7A TD -11 a .. e nnn n1irf3 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 45' max PLUG 2 l I I 1 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M ING AS� JIRED I � SECTION 1 - 1 SECTION 2 - 2 PIPE DIMENSION DIMENSION DIMENSION METER SIZE TEE AND PLUGS VOL. SIZE A B C 1 1/2" 3'1" 510" 3'8" 2" 31" 5'0" 1 3'8" 3" 5' MIN. 10' MIN. 6 ' MIN. 4" 5' MIN. 12' MIN. 6' MIN. GREATER CONCRETE THAN 4" PROPOSALS WILL BE SUBMITTED. B DOOR HINGES F- f---- --------i I I LIFT HANDLE L---------------- TYPICAL METER VAULT 1/4" SAG RC WI TH TURNBL 2 x 4 CROSS 2x4FRAM 12' 57 HINGE N.T.S. FIG. W- 7A TD -11 a .. e nnn n1irf3 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 45' max PLUG 2 l I I 1 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M ING AS� JIRED I � SECTION 1 - 1 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" & 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. I� 2. USE 2500 P.S.I. CONCRETE. a e. 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 ' .. d a '. d . ° a • . a' d .aa ° d d a' A ' A d O • e a. . d a a I� 6" MIN. f 17.5" 6" MIN. .4 a e. a d 1-0 60" _ 44" MIN. 36" a. d . 18' MIN. d17.5" a' 0 d q 37" MIN. I a.A T t � 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 2.5' FROM k3/4" THREAD -O -LET ON FINAL GRADE TEEL PIPE WITH 3/4" TO OUTLET UTOMATIC BALL DRIP NCASED 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 T7 ( 270') 2' TO 10' 18"-22" 7 CU. FT. VALVE BOX #68 STONE I.F 11 ' ' 6" GATE 42"MIN "' p VALVE o� r pe p a 8" X 6" TEE 2500 P.S.I. CONCRETEJ. p. 'p BASE AND THRUST i ' '- O i .0' ^ p'..�.�p. BLOCK AGAINST UNDISTURBED STAI3LE 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 KtJIMAIIVtL) JUINI rIIIIINU) _VE BOX TO METER BOX (SEE FIG. W -6A THRU W -7E). i?IES �2" COPPER 2" CORP. STOP 4" 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 3 3/9/16 REVISED PER COMMENTS ....a 0 • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l lnfrastructurel Technology CR_TG W J. KOTARSKI Lie. No. 0402048507 O SEAL KEY PLAN Perkins Lassman 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 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 IWIT—III—III—� I I I—I I ITEF, —IIM111 ' 11=1 11=1 11=1 I I- ° -1 11=1 11=1 11=1 I' m 3.5' r G ; 2'-0" DIAMETER 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 �� r V-0" MAX 21 _ 011 a ° RUBBER COATED STEEL STEPS CAST IN PLAC 4 3'- 0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN O RING SEALS 4 16 MAX MINIMUM ELEVATION I' DIFFERENCE ACROSS M.H.5" 41 - 011 51 FROM INLET TO OUTLET SHALL BE 0.20 FEET. ° CONCRET VARIES DEPTH OF FLOW a CHANNEL TO BEFILLETS 3/4 DIAMETER O CONTRIBUTING--=-�--- a SEWER. ° a °8 a ° 1211 A FILLETED INVERT FOR A SMOOT TRANSITION OF FLOW BETWEEN Q INLET & OUTLET PIPE SHALL BE 0 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. \ \ cD 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. \ N N TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S �rn W FIG. S -I -A MAX. 6-0" CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL (GUARD) INSTALLATION ON WALLS TD - 21 HR -1 12" MIN /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 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 x I ELECTRODE ROUND ROD CN Y4" DIA. WITH TURNBUCKLE BOLTS (TYP.) SP4 O.D. METAL SLEEVES TO 12" BE CENTERED IN TOP OF WALL CONTRACTION JOINT END OF RETAINING WALL 4. ` ': '�' :. •: REQ'D. RW -2 RETAINING WALL—/ .. ALTERNATE INSTALLATION ON WALLS i. •. -64 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--.IHANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. SPECIFICATION \V=T REFERENCE STANDARD H AN D R AI L ROAD AND BRIDGE STANDARDS 504 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05 FI W B LU J z w J O I CONC. BASE H SLOPED TO FLOW INEL 1/4" : V MIN .40 BRANCH FIONS TO 1H LES 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 0 o GEOGRID REINFORCING AS SPECIFIED BY MANUFACTURER STONE FILTER BLANKET o�cO CONTINUOUS ALONG WALL AS SPECIFIED BY �cb MANUFACTURER BOTTOM OF WALL ELEV. VARIES o� REINFORCED FILL 4 a O -- ---------- FOUNDATION ____—___—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 wQ J 0 O to D� U KV) J J Li LiLi V1 0 o N E oCn m Cnw \00 om o O J J0 _ 0 = N (L E E \ E N E \ 00 t� w 0 0 _ W E o o E f oV)) o f o E� O Q a L� Y 0 O Do N F- N E N u CN < V E z � (Wig cD W O 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" IN LINE WYE -TEE PLAN 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 3 3/9/16 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 Q CRA1G W J. KO'TA'RZSKI Lic. No. 0402048507 r k�t �� SEAL KEY PLAN Penins ]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 �� r E N E o0 E \E oto �c I z a Q Q 0 E E N E 4 E g E 19 E o f W \ \ cD 0 C0 \ N N - t (n � r� Cu N0 '\� �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" IN LINE WYE -TEE PLAN 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 3 3/9/16 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 Q CRA1G W J. KO'TA'RZSKI Lic. No. 0402048507 r k�t �� SEAL KEY PLAN Penins ]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) \\,� / / / 12" DEc �0 ��\ TOP=427.88' 6� / / / , a '� � GO INV. SECTION 1 FLOOR=423.66' \ INV. 1N=419.77' 12" RCP \ INV. BOT=414.97' 36" RCP OBSERVED �' / 3 / MHS , *NOTE: STRUCTURE BURIED 2' TOP=435.57 BELOW GRADE SD CURB INLET // /// `, 5P INV 1N=423.56' 8" PVC TOP=431.88' / / / / 8" DEC INV. OUT=422.94' 8" PVC c TMP 61Z-3-101 to 206 INV. OUT=422.58' 12" RCP NIF \ BRANCHLANDS / iA PROFESSIONAL CENTER LLC ' v � / � II /'/ / / G�� \ � PARKING � �0 DB. 1712, PG. 530 / LOT ZONED: PUD /' I ` 8"DEC �\ P� I TMP 61Z-3-4 WHSB, LLC / is o \\ „DEC / //� ' / / I I DB. 3540, PG. 710 /I a \ \ / / / \ I ZONED: PWD / CANOPY 0o l \ 12"RCP�`i� / / y X55 EC �FFE=436.41' GG rod QG C3 G /� / / �`L0 �� / J' VA ` . I P �1 �1 ' 1 � . v HVAC UNITS (2) / V / b �0 �� p 9 \ �' V1 O " DEC 2.75'x2.75' / I \ 1 I / / / / / / I O Qj' OZ \, / FL (1 (ON CONC. PAD) \ 10' DRAINAGE ESMT. / ' , / / v 10" D�C I U I a v ��s� VisV G' 6 C (APPROXIMATE) / / I I / / �' / / / R6 IRON (F) \ \ I 6` O\`\ DB. 1497, PG. 193 / I \PARKING 1 ' / / ' / / / / / ��_ / / 1�3� l A \ SPACE 1 �Q�., /„ / HVAC UNITS (2) TMP 61Z-3-IOA / / / , s on \ \ /6'6? , 2.75'x 2.75' STORE MASTER FUNDING IV LLC / / / , �b ^ \ \ ` �� \ \ (ON CONC. PAD) DB. 4395, PG. 221 / / , , // / / // I CONC. / I � ZONED: PUD / / / / - - / / / / / GQ / / / G� \ V 6„ / STOOP /' IRON (F) 1 V A% V / ,�' Dy / 3 / ! / MHS(BRNCHVL G-2-2) TOP=432.71' INV. 1N=425.30' 6" PVC (EAST' BLD LATERAL) 'OHO /Quo INV. 1N=424.86' (SOUTH; APPARENT 0.11' / //� / I , �� ' / / / ( �-� STUB -OUT, SIZE NOT DETERMINED) RCP / / 5 / / / I M I t'o. 4" D C INV. OUT=424.73' 8" PVC JE)O�G O FFE=444.88' RCP / a 2o6,p� , / (, " V I IBRICK WALL / / / �G, v GAS -LINE, I A �� `�� 14"I DEtC (r w) APPROX. (TYP) ` I 0 _ _ v v v I _ RETAINING WALLS (I' W) SEE NOTE 3 z' 7'/ / - $ I� A \Y\ \ / CONC. GRAVEL PAD v / , _42 I 1 A A _ STEPS REMNANTS, / THIS AREA) v © I EG I V i / / / DY / IRON \ \ \ , / / / , / q N S CLIIRB�INLET I r' , / / , , , 29 / / \ LL ij / �' , / / 'S II RVE/N y0 S� / / STEPS (3) I �i NO PARKING \ I % / / / / /' PAR`KI P P� �/ `. i LOADING \ 7/�V. &kJT�418. 83 �' I G �7�MP,61Z � r -5A I \ / / / / / / / - I �. (LOADING)re 42�RgP WEAL ILLC IRON F � s ASEgNCHL,ND / \G U01 (PH, 12B, RE1REMENT VILLA E T \ P�� DB. 3541, PG. 671 As�HALT / / / / / / 6 �P I � (PGQ P v REft�NANTS V v M30D ./ 72, PLAT)) \ \\ FN�E v v c� ` . / / / / ZdNED. PUD \ \ \ r \ \ \ \ \ ,. A�> / '/ / / / / / I I I I // �� 15' VEPCO ESMT. \ TMP 61Z-8-12 \ I \ \ \ \ \ �'� / /�? % / / III / / 5� / \ DB. 855, PG. 275 \ JAMES A. & 0 , //�/ l III & CENTEL ESMT RUTHE C. SWEET DB. 786, PG.\494DB. 3986, PG. 58 / e� / / / ZONED: PUD \ _ % / / / l 1 I I APPROXIMATE LOCATION / I I (SEE NOTE S)41 i 20'SANITARY \ SEWER ESMT. 6" PVC DRA11YAGE PIPE 1 / f I I I 1 III (\v v \� DB. 1559, PG. 404 / \ 1 \ \\�\ �� // / / OBSERVEd, ROUTEfi✓OT DETERMINED /A, I �1 � �V � I � �/ / / INV.=4118.87 , / / / / SD CUR INLET TOIP=440.71' //NV. IN=435.53' 12" RCP 3o / / / / I �l \\ \ / \ I ,INV. OUT=439.53' 12" RCP l I I / > / v // SW I 15 DEC o I / , / I ONC. I /�!z \ I 1 I I 1 I / /,, / TSPS (3) I D \ \ \ \ I / / b / / W/ RAIL TMP 61Z -8-A \ I \ I I / / / 12" BRANCHLANDS PROPERTY / �� f \� IA\ \ I I // / / / l // l /// CNFRW 1 OWNERS'ASSOCIATION \ \ ( / / l / / / / ,/ _ 2b,, OAK I C/o REAL ROPE81 Y 13 \� ��\ I\I \ \ \I \ C', // / / / O /l l l l / // // l / Yi/ BLOCK n 151 I / 1\ ZONED:PUD �0� 4"DEC \\��11 / (1 W)It / GAZEBO \ / �y 516, .Q N + oNcoNc. II \ �'\\• 1 PAD I \ 8 DEC \ \ \ \ I l / / / / l l , // / .6I I \ V / vIt QFi� \ A \ \ I / / / / /// / / ✓ I 0?2"CAK� (LSA) �o\ \ / / ( 1 f I 6\///Fo " OAK 1 / 6\� P�� 1 \ \ \ I / / / / / x c/, o I l �5 QG p 100 / MHS / I I I j' / / d /��41 G� �2 ��' TDP=423.03' I / I I G}D / / /v I \' / �\ - S IRON (l�j \------ "I' . QQ'G o� /INV. C/L=419.61' I l+ / ENE I /�l% I /� � pNG'� \ (DISTURBED) \\ \ E I (SHAPING PRESENT, v I;' / /� /I I / G� v - / 'IN' ORIFICE CLOSED) \ INV. OUT=419.33' 8" PVC l l I V (APPROX LOCATION) MHD GROUND=440.59' \ CURB & \ / RECORD DATA INDICATES 6 P 3 \4W CUT G \, v v /` STORM MANHOLE STR, 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' � �'/ / / / � sr`�o 5� 5�� INV. BOT=420.10 IIS `�' Q,GP QG• cr- SD CURB INLET G ' .88 APPROX. GAS -LINE, INV. BOT=417.88' 88' DIRECTION i APPROX. 12" RCP ENTERS, (TYP) SEE NOTE 3 15" RCP EXITS i / 00 iz / SCALE V=20' EXISTING CONDITIONS 0 20' 40' / / / / G) MHD (W/ = 4'S TA CK) J\\,� /// 12" DE �p\�(\� TOP=427.88' 0 / / / a l GO INV. SECTION 1 FLOOR=423.66' \ INV. IN=419.77' 12" RCP / /' L/ \ INV. BOT=414.97' 36" RCP OBSERVED / / ��' 36 / \ MHS *NOTE: STRUCTURE BURIED 2' BELOW GRADE SD CURB INLET /�/ ` 5P�/ NOVpIN 423.56' 8"PVC OP=431.88' / / /' 8" DEC INV. 'QUT=422.94' 8" PVC TMP 61 Z-3-101 to 206 OUT=422.58' 12" RCP / /' a / \ N/F \ BRANCHLANDS PROFESSIONAL CENTER LLC ' \ / I f // LEGEND A DB. 1712, PG. 530 / / I I �, / ,' PARKING 17) PARKING `\ \ ZONED: PUD / I II /i / 8"DE C I TLOTS ASPHALT TO BE REMOVED ,' TMP 61Z--3-4 5P �� / �7i� , / �y WHSB, LLC � \� I "DEC DB. 3540, PG. 710/ \ a TREES TO BE REMOVED \ / �/ \�/ ( // // / I ZO : PWD CANOPY SAWCUT ASPF*LT PARK G `� 02 SP c' REMOVE TREE / / \ ` / a `v / / / �/ / CZEv�, S� 6 MOVED I / i / 6 Q � p,36 EC w� FFE=436.41 12 RCP �`�V l I 55 Q 3T % G1 / I G 0� \HVAC UNITS 2 � �11 " DEC 2.75'x 2.75' OZ ' (1 (ON CONC. PAD) y 10' DRAINAGE ESMT.A� (APPROXIMATE) / / / / I I I /I G1 , / C RON (F) l�wv�0 v� acv DB. 1497, PG. 193 \ A \ TMP 61Z --3-10A / ' / ' ; / / i / , / / / `Js? ��. / °513 / \ \ SPC l \ / / HVAC UNITS (2) / / / 6'6 ' Q� / 2.75'x2.75' STORE MASTER FUNDING IV LLC / / / / / / / , �' �\A MOVE LIGHT POLE \ \0 (ON CONC. PAD) DB. 4395, PG. 221 , / , , / /, / / /, REMOVE CUR I CONC. ZONED: PUD / _� _ - / / / / / / / GQ , / / / / / JG� / 6 \ / ' a STOOP REMOVE LIGHT POLE VERIFY STUB OUT IS NO CONNECTED. REMOVE AND , REMOVE MHS(BRNCHVLG-2-2) / REMOVE EES ,/ / / PATCH MANHOLE I / AND STAI�j IN=425.30' 6" PVC (EAST; BLD LATERAL) OHD / f pti ti� / / / / / JG , �� INV. 1N=424.86' (SOUTH; APPARENT ' / ti / , , / SAWCUT ANO / RCP //� I �� ti�/� / / REMOVE SIDEWALKS �r'� -7STUB-OUT, SIZENOTDETERMINED) NE / / / /5035 /� / / / / JG� AT NEAREST JOINT 4"QFC �� INV. OUT=424.73' 8"PVC KV G, O FFE=444.88' RCP REMOVE PIPE AND IIyYET �p1�G �'�� / - / �. REMOVE CURB CONTRACTOR TO MODIFY PER SE 1 ES / °53 / I COORDINATE RELOCATION ( �\ / / \ \ / I BRICK WALL WITH CON TION �� /i / / 0G, \ GAS -LINE, I OF TELECOM LINE �' v 14"ID8C BREAK AND (1'W) / APPROX. I �' / SEDIMENT TRAP. �R V / ��/ , / ' \ \ REMOVE ;A/NING o2C WITH SEDIME ). /FSE OyEPU I ��A v (TYP) �� CONTRACTOR TO �� , _ _ v I - SPE. (1'w) � i' ; / M , l SEE NOTE 3 COORDINATE RELOCATION 1 \ I � � 3.8 REMOVE GRAVEL v OF GAS LINE (� v / / /,f REMOVE ALL/ / ,42$ - - - I y v v \ ' ONC. v / l 1 vRAVEL PAD GRAVEL � / v / REMNANTS. REMNANTS EES / UT THIS ARE/' URBAN D / v SIDEWAL p i \\ ' ► / /, / I EG I CONTRACTOR TO ' / \� ti� / / / I / I ' ,, tel/ SAWCL4J/ , / ,� \ / ASPHALT' -- y - COORDINATE\\ THE / /, / / \ / / / ,-/ - 10\\\ RELOCATION OF GAS / ' i / , % / `q29 / / PARKING'\ LIN E(APPROXIMATE LOCATION) / \ CONTRACTOR TO ( / / I i 7 COORDINATE THE / ASE/2B, Bl/ZANCHL.jI RELOCATION OF / RET4REMENT VILLA \ / \ / ASPHALT TELEPHONE LINE / DB. 3541, L. 67/ / 6 V � � / ; � RENIINANTS I \ \ \ w o \ . ✓ _ - -(� , (PG./72, PLAT) ZdNED: PUD' f / TMP 61Z-8-12 / JAMES A. & N, / 7 RUTHE C. SWEET V DB. 3986, PG. ZONE' REMOVE PIPE BEFORE INSTALLING / SEDIMENT TRAP \ \ - REMOVE G4VEL 11 \ 20`SAN/TARP \' v _ � - � � t SEWER ESMT. \ / / 8"PVC DRAIIjIAGE PIPE'I i DB. 1559, PG. 404 / \ OBSERVEd,• REMOVE INLET / I \ / I // / ROUTEAIOTDETERMIBcIED I INV. -4118.87' / DEQ SD CUO INLET // / // EMC6\I'E \ \ 2\w\� I I I REMOVE PVC PIPE // _ TOIP=440.71' / I /PIPIE I I / / / INV. IN -435.53 12 RCP / 1 / Qo l TMP 61 �� 0 ! \ /NV. OUT=439.53' 12" RCP / / I WOVE CURB WHSB ZTMP61Z-8-A 3540, ONED BRANCHLANDS PROPERTYREMOVE WOOD FENCE Q OWNERS'ASSOCIATION c% REAL PROPERTY \ \ DB. 1994, PG. 181 ZONED: PUD6\ti �0 pig 4 DEC \45' QG 09 \ \ \ \ 1 \ I X, G 8 DEC 01 7 V \ \c f \ \, / t 6 JP ( \EASEMENT TO'BE VACATED REMOVE INLET MHS I / / R TDP -423.03' qG}o l / /l / v �I / �c j / S \ IRON (F) \\ QAC ��ti0� INV. C/L=419.61' f/ / ENE G (DISTURBED)___- (SHAPING PRESENT, {;' / /�� / I / G SAW',UT AND \ y / 'IN'ORIFICE CLOSED) \ /� I `� / vim'/ \ \ REIN -V� \ \ INV. OUT=419.33' 8" PVC / / / �� I I ;--SfDE AL�Af \ J l / / I AWCUT ANC N ST REMOVE CURB l51�j/ BREAK AND `� '/ REMOVE�PIPE /\ p O 1'/- / / v / \/.%l TES I O PARKING SPACES\�\ I % (LOADING) REMOVED o, \ I o FT qtr SQ�P/ 5' EC EM 27 nC 7RF PE A E O ATO (S 3"IbE \ PARKING, DEQ SPACES 1 REMOVED a 15" DEC I TMP 61 / SIN ONc. I \ / It (3) Wh . CNFR�OV W/ RAILI DE . 3540, HOLE J I - -+ - - I �ONED. 2 4&0 �, - SPACES \ \ \ ON CONC. II \ PAD w�OLIE I �C�� \ ( \ I � tt�l 1 (LSA) / I I 112" OAK \ 6" OAK WC T ASpkH =LOCATE SIGNS \\ 1 \ 1 \ \ E IRON (F) SD CURB INLET SD GRATED INLET \\G 0 a1 \`\ 'i' / \ \ TOP=439.73' (2.5'x 2.5) \ ti0i /� A i �k�� INV. 1N=430.23' 12" RCP INV. OUT=430.18' 12" RCP TOP=422.36�'/ / / / G �t''O C' INV. BOT=420.10 �� 11 CL Q QG' lilt SD CURB INLET G TOP=426.88' APPROX. GAS -LINE, INV. BOT.=417.88' DIRECT/ON APPROX. 12" RCP ENTERS, (TYP) 15" RCP EXITS SEE NOTE 3 i / / 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 3 3/9/16 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 t Q CRAIG V1.7. KO•TARSKI Lica No. 0402048507 SEAL KEY PLAN Penins 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 I i \ G) i i I f /� ^� i� '\0 i I / 0 i�� / TEMPORARY 45 CONSTRUCTION EASEMENT ny ARD (TYP) �� x v R2 �O 5 v i \i 10'X1 2' R2' UMPSTER AREA W/ ENCLOSURE 20� 100' OF AD 24 "$TORMTEC i /Sys 01l ,� / 17.58 12 ANHO TO E , W DLTE O LOWERED 0.94' O MATCH R1.5' PROpncFD GRADE GJP CG -3 �.° C, 1 6' 'r' 25' RETAINING WALL p`�5 �' 51 MAXIMUM HEIGHT 5.84' ��' ` \�G 137.85' o- �� SCREENING FENC a ° 5' TIO / ° LOADING 'f0' ° / ` ` AREA �' ^ CLEANOUT (TYP) TRANSFORMER GREASE TRAP �' ,� / ♦ /'° , SEE PLUMBING GENERATOR / © �� / / '� ♦ PLAN FOR DETAIL IRON "° f4 CANOPY NOTE: KNOX BOX REQUIRED. (F) / j DECK AND PERGOLA �!z CONTACT ALBEMARLE COUNTY \ FIRE MARSHAL OFFICE DURING FIRE TMP 61Z- . A� = '44.93' BOLLARD ONSTRUCTION TO DETERMINE DEPARTMENT \ LIGHT TYP INIAL, L CATION CONNECTION N (TYP) (PHASE 2B, BRANCHLANDS 24.11 / RETIREMENT VILLAGE) FLUSH CURB TRANSITION TO / \ \ 11.63' DB. 3541, PG. 67 CG -2 OVER 6' \ (PG. 72, PLAT) \ ZONED: PUD 107 /i J O 12 1ERGENCY �' FLOOR �� / , o ♦ I'` :HICLE ' Z ELEVA;742;40� OF tkti� ti� ,'i �� ` �\ I 109 I IRNAROUND BIOREION'1 Q8 ♦ ; ` ',EA /�/ ,� i 04 ` < 105 " _ RETAINING WALL / ;�1 i / I 14 MAXIMUM HEIGHT 5.7' TIE TO EX. / /% ��/ `-t,' t (8) 7" SIDEWALK AT 429 05 RISERS NEAREST OQ j I — c RESTRIPE TO OZ\ \ I INSPECTION MATCH EXISTING (8)7.. y 101 ♦ �� / �� ' �l I I P, ��> ` FINISHED FLOOR I RI RS �� i' ' I ♦ ��, ,,',� / �� i �A =/ �3 �A �. I '� /��i ELEV. a FIRST FLOOR =444.5 10iIRON OVERFLOW 0 BUMPER OCK (F) STRUCTURE GROUND FLOOR=430.504s � I (TYP) P61Z�3-5A z �210SM R5/v �s 23.98' P /\� ' ' ' X25 / WIAL, /LLC I / / / / / / / l / ! ' (PHASE,2B, BgANCHL,$NDS I / / / / �� / l / 2 IRETi1REMENT VILLA(PE) I / / � (2) 45° BENDS / \ DB. 35/11, PG. 671 \ 26.23' \ \ ✓ _ - - �' / % ' (PG./72, PLAT)/ I \ \ i ZdNED: PUD' 209 FOUNTAIN \ ;L \ ��' \ \ ` , i /' / / / l /� I I '� l' \ 444 \ \x \ 8 / \30.42 RETAINING WALL 2�� \ MAXIMUM HEIGHT 4.2' \ ci- \ \ RETAINING WALL 576 21.23' \ 4 / \ 61.213 �k9 PEDESTRIAN GUARDRAIL / 24.'8' `t.11s' ACSA EASEMENT FIRE HYDRANT ASSEMBLY 5, \ GG 0 BEND i / Z' 20.8' \ \ �� BUILDING p 22.58' \ �VI-D G CANOPY 10' R2.5' (TYP) / \ / \ \ /j / / i / I I III 413 FIRE 18' 22.5° + 45° VALVETEM'ORARY I BEN A 5' CONSTRUCTION0 211EASEMENT AD SIG I 442 ! I IRE h HYDRANT \` l I (/ 6" HDPE TYP I 1 { �ASSEMBLY \ I I I I I ♦ / ♦ I I ' I 1 45° BEND/2 6 7 08 �z 1 2' D ESTIC LIN I i / 441 Ab I91 I l ANWA / I 18'- 22. 4 / I / / / A CES G� / / \ \ I / / / / 4 ♦ ° 24' 9. 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VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 9192ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development lResidential l Infrastructure l Technology Q 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 / v / // / I I C////' / 1 /"0\ / ,, , 1 1, , 1 O I I I 4� ,� �\ \\ �/ // //' cs o\� A v---� , / /� / Al ,' i �i/ v _ / / / / l a \ I TC p36 - _ _\ ` I /// / �/ / \`\' II \\ / X36 i I \ \ OW 432.00 430.30TW 429.70A/ ' L0 0 / �. til/' D b� 0 > c / TC 43 8 430.25TW / // /// / 426.63 BVU �/ / , ®OO /� \ tf ' / / I / I �C,r / / n ♦ "•a I� I \ d \ p / ' IC 31.72 / A / /' /' I /I // / , �� y / / 0 �� / \ 22 0.78 \ / T 430.28-;,,, li / / / / � � ' /' /' /' �' ' �� ' 106 ♦ ``\'` \ \ 11 / / ^ � / � 4 .02 \ 431.43 / / / / `r'' ♦ 6 / b� `� 430.20 � /' ,' //� , / � ,� ♦ -'" � � / � _ 430.20 � �� 431.15 I 426. W \.EX%fC 42950TW 42 .8 T 4292 \ ' Q33.50 ' 424.20 BW 4 .73 J yell I p \ / / 430.1 1 0\ 432.04 � 5 N 9:D5 429.20 �p TC 4 .00 'i. {, - ' / / " 4 5 TW �°� /�'� � .� � •� 430.20 6.65 BW" //' / \ 4 1 - 430.2% / \� 429.50 / 423. B / 4�.1 \ 432. *23 BTW 40.20 TC 430.40 A3 430.50 425.38TW / 429.70 429.35 429 430.0 / 430.50 \ \ \ I \ 420.50 BW� l 1� �, / 430.02 . 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W / 4Ci0 50 ,', - / / ,,/ i ♦ 107 12 ' 109 y / ' '\ / R �� f' - 105 \ i / I�� 4 04 IN fee 434.48TW / / / / 05 `I ` 0 - _ 434.43 BW/'l 429 10 104 / �� I ♦ �� V ��V�I' ` ; \ !� 34.43 02 '' ,, � / //♦�� J `., ;,-----0.27 0.90 111 ; \�♦♦ ° / a D / / ,f \ 101 //♦♦ �.� ♦ / ,', RD4 i ��' \\ I \ / ♦ , / / / ' / I , 0.`y l / / / / � i .a / /, I y� ii i \ \ � / EX. TC 1 moi' \\ I \ ' .� 31 ' ♦ , /, / / / , / / , i % O �C' \\\ co / 9.33 4.00 �� AA\ \ ♦ / / , / // / / / / / / / / / / '/' I /%� VA "�� !/ Oiii \ \ \ \, `\` , ♦ � � / / , 29 / / / / / � / O /�� , \ \\ l 1 % \ TC 444.45 1 \ \ \\ 0.07 0 .90♦♦ ,/ , /,,. 7�2 \\ / /l /l / t IRO 210 n _ / �\ s / I / \ \ \ \ \ ;♦ RD5 ♦♦,, / / / /X25 / 1AL, 1 \ / / C� // / / / lw/ } �2 /! 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IRON (F) \ \ 1 (DISTURBED)/ i 1 - -- - -- I 432..41- TC A �v v432.31 ///��/ ✓ IRON(F) / Z9 11 P` 00 z SCALE 1"=20' / GRADING SPOT SHOTS / 0 20' 40' i CO STORMWATER SUMMARY REAJ C STR# co DD 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 3 3/9/16 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 Infrastructure l Technology t \� CRAIG V� J. KO'FA,, tSKI Lie. No. 0402048507 SEAL KEY PLAN Perkins Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: SITE LAYOUT SCALE: 1 "=20' C4.1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 U7 X w d U rn o ry = M - coMO w o Uj X 5 r �W a- r M Co r W r 00 r m I M -'tO I O Z Z Z > > > > Z Z Z Z PROP. 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GRADE 430 �X r W O 04 _ O O = N roC0� ';:f N 414 4 � ��zo oC~/��Z Z O O Lo LL ) O M O N rtiM(� �r _+� Or Z o co � Oz 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) 440 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 Lo ti O o ti r N 0' N O •- L O (` N N Ln F- N L0 d7 .J " 00 Co r0CO 't00 LO M 07 Lo Lo Lo -'t ca CD Lo Lo .4 r O M co + r � M N M 20 �! +O ��-'t z OOr 'zTz O N n�Z Z ZN�0Z Z 50 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 4"Z Z 0O N�j�Z Z Z LU J W' N a- O O OLn J Z - (D Q O M Z �OMOr-� H + M N (n0'� W- �O > w�0 N a- (nP- z 450 co O Ln O Or p O O v O Lf) r CS7 r�LMr)- Nt It +Orn Nt N d' Zz p CD C/) > rC/)�- Z Z 104A: 24" Basin - Circular Grate STA 10+05.89 TOP 428.00 INV OUT 424.33 (105A) P MH -1 r"yv HORIZ SCALE: d. HORIZ SCALE: 1 "=50' M r210: STA 11 +39.91 M 1 "=50' M CY) VERT SCALE: 1 "=5 TOP 444.13 *\t VERT SCALE: 1 "=5 VERT SCALE: 9+50 10+00 445INV 11+00 STR 200 - STR 204 440 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 Lo ti O o ti r N 0' N O •- L O (` N N Ln F- N L0 d7 .J " 00 Co r0CO 't00 LO M 07 Lo Lo Lo -'t ca CD Lo Lo .4 r O M co + r � M N M 20 �! +O ��-'t z OOr 'zTz O N n�Z Z ZN�0Z Z 50 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 4"Z Z 0O N�j�Z Z Z LU J W' N a- O O OLn J Z - (D Q O M Z �OMOr-� H + M N (n0'� W- �O > w�0 N a- (nP- z 450 co O Ln O Or p O O v O Lf) r CS7 r�LMr)- Nt It +Orn Nt N d' Zz p CD C/) > rC/)�- Z Z 104A: 24" Basin - Circular Grate STA 10+05.89 TOP 428.00 INV OUT 424.33 (105A) Lo 00 NM ooLO (y N r- M ')ct d d - 't d d d 11+50 9+00 10+00 11+00 STR 204 - STR 210 co C'? M M � M 11+50 9+50 10+00 11+00 STR 206 - STR 212 Lo v N� d N 9+50 10+00 11+00 STR 104A - STR 104 HORIZ SCALE: 1 "=50' MH -1 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: r210: STA 11 +39.91 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 TOP 444.13 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: EX 445INV IN 437.06 445 445 435 435 OZ- PROP. G UND INV OUT 436.87 (209) PROP. z�00 GRADE _ BOTTOM ELEV.431.50 GRADE w0 w i Owla-O> � co r EX. 435 MO M Lo CO GROUND PROP. WATERLINES i 0 440 440 430 GRADE 430 PIPE 207 COORDINATE ELEVATION WITH CONNECTION TO EXISTING PLUMBING PLANS 209435 WATERLINE VERIFY O OF 435 0 435 425 EX. 425 �r 47 69 OF 1 HDPE 3a 6`�Q - 105A GROUND 15" HDPE 1.11% 12ap°I° 5.89' OF NOTE: MAINTAIN 3.5' 15" HDPE MIN. OF COVER ON 425 @ 2.00% WATER�INE 425 205 430 430 \ 430 420 420 9.17' OF o 15" HDPE O(0 O O @ 1.64% N Lo 00 NM ooLO (y N r- M ')ct d d - 't d d d 11+50 9+00 10+00 11+00 STR 204 - STR 210 co C'? M M � M 11+50 9+50 10+00 11+00 STR 206 - STR 212 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 Lu co U) � r r Q Lo O� FIRE HYDRART"�� N_ O O O J O N J z N O M O co M co Q co Co -t Z �.��r'_ t CO 't0 Z) N (vj co 0 M z O = Z O Qa _000W > > �d- U) Z F.- 440 J � 43015" HDPE 430 440 OZ- 0 45° BE JDO Q .00 Cl) z�00 . N (n0�n BOTTOM ELEV.431.50 w0 w .06 Owla-O> � co r N d(nHz 435 455 STR 204 - 218 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 CLEANOUT OTOPSTA 10+07.72 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE TINVISTA 10+37.34 TOP431.84 N 425.88 (1 -EX) 435 NV. OUT,,,: 424.73 (8" PVC) 435 /-EX. GROUND 430 PROP. GRADE 425 BLDG -1 420 7.72' OF 1 -EX 6" PVC 29.61' OF @ 3.00% 6" PVC @ 3.00% CO O � M o 9+50 10+00 11+00 +50 PRIVATE SANITARY PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 445 445 EX. GROUND FIRE HYDRART"�� T OF 2�5 ,Z,OQ�° 435 5E @5�3 4357r'n 1@295,0 EX. / I 213 \ GROUND 440 8.63' OF 43015" HDPE 430 440 @ 2.32% 45° BE 204TORAGE PIPE TOP ELENI. 436.50 BOTTOM ELEV.431.50 425 INV IN 43 .00 (213) 425 .06 X00 � co r 435 MO M Lo CO CONNIE 435 ,ZtM 'z STORM BUILDING 9+50 10+00 11+00 11+50 STR 204 - 218 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 CLEANOUT OTOPSTA 10+07.72 430.76 INV IN 426.77 (BLDG -1) INV OUT 426.77 (1 -EX) EXISTING MANHOLE TINVISTA 10+37.34 TOP431.84 N 425.88 (1 -EX) 435 NV. OUT,,,: 424.73 (8" PVC) 435 /-EX. GROUND 430 PROP. GRADE 425 BLDG -1 420 7.72' OF 1 -EX 6" PVC 29.61' OF @ 3.00% 6" PVC @ 3.00% CO O � M o 9+50 10+00 11+00 +50 PRIVATE SANITARY PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 445 445 9+50 10+00 11+00 + 13+00 CLASS 52 DIP F I R E L I N EPROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+50 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS • ' • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential) Infrastructure) Technology Op Q CRAIG J. ISO".iARSKI Lic. No. 0402048507 3/ .� 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 EX. GROUND FIRE HYDRART"�� ASSEMBLY / I 440 440 PROP. GRADE?�� 45° BE 45° BEND .06 22.5°+45° BEND 1 435 CONNIE 435 STORM BUILDING 6"X2" TEE PIPE 207 COORDINATE ELEVATION WITH CONNECTION TO EXISTING PLUMBING PLANS WATERLINE VERIFY 430 LOCATION AND ELEVATInKI 430 NOTE: MAINTAIN 3.5' MIN. OF COVER ON 425 WATER�INE 425 o M M o O(0 O O N � -4� 9+50 10+00 11+00 + 13+00 CLASS 52 DIP F I R E L I N EPROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+50 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 REVISED PER COMMENTS • ' • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 919 2ND ST SE CHARLOTTESVILLE, VA 22902 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Site Development l Residential) Infrastructure) Technology Op Q CRAIG J. ISO".iARSKI Lic. No. 0402048507 3/ .� 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. 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DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 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 Awl KBA8 LED LED Specification Bollard Specifications H 8" Round (20.3 cm) Height: 42 (106.7 cm) Weight 27 lbs (max): (12.25 kg) D Catalog Number Notes r,. 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 1.4 530 530 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 Singlefuse (120, 277, 347V) 4•' DF 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 aluminum bronze DDBXD Dark SDWH White bronze SDBL Black DBLXD Black SDNA Natural DDBTXD Textured aluminum dark SDTG Tennis bronze green DBLBXD Textured SDBR Bright red black SDBUA Dark blue DNATXD Textured natural SDYLB Yellow aluminum DWHGXD Textured white 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 • wv..v ht -.oma coli L/GHT//VG 0 2012-2014 Acuity Brands Lighting, Inc. All rights reserved. fA L/THON/A L/GHT/NG FEATURES & SPECIFICATIONS INTENDED USE Catalog Number Notes Type Provides years of maintenance -free illumination for outdoor use in residential & commercial applications. 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 li driver operates on any line voltage from 120-277V. Operating temperature -300C to 40°C. 1 KV surge protection standard. INSTALLATION 4i 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 Specifications Five-year limited warranty. Full warranty terms located at www.AcuityEIrands.com/CustomerResources/Terms and Conditions.asox. All dimensions are inches(centimeters) Outdoor General Purpose OLSR & OLSS LED STEP LIGHT O U� us `111ghti i LISTED facts Penni 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%. 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 BZ ®® ELECTRICAL Light engines consist of high -efficacy LEDs mounted to metal -core circuit 120 208 240 277 347 0z of 1 100,000 hours 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 Color Accuracy (>80 CRI) or 5000 K (67 CRI). Limited -wavelength amber LEDs are also available. 60° 90° 373 68 700 31W 0.296 0.185 0.168 0.153 0.139 40 O rr r,rsemsemorr,rr� he ns De,nmemme Ge.ermea e (DOE) ■ - Max Cd: 2.51 H Amber 450 16W 0.161 0.120 0.115 0.110 0.106 Visit www.lightingfacts.com for the Label Reference Guide. 0 25,000 50,000 100,000 Reglalraaon Number: NJSM 811LAR6 (12 2012) e umber DO -11 TOuldaor wall pxk yp,l 350 20W 0.197 0.137 0.128 0.121 0.114 341 530 W 0.282 0.178 0.162 0.148 0.135 1.00 0.98 0.97 0.95 16C 700 39 39W 0.385 0.231 0.207 0.185 0.163 ■-90°H Amber 450 20W 0.199 0.139 0.130 0.123 0.116 Guide. 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 4IU 4 v 0.1 fc 3 -a 3 -o ■ z 0.5 fc 1.0 fc ° 0 I 3.0 fc- �a ao ■O� 2 6.0 fc n Z Z J Z Z b ., �w Y �w 12C 700 40K ASY 16C 700 40K SYM FEATURES & SPECIFICATIONS BZ 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 (1-95/100,000 hours location requiring a low mounting height light source with fully cutoff illumination. at 00mA Class electronic drivers are designed for an expected life Nlnwn--l-CSNALM.]e.,aaa -0--- -.111- 11.reg cep nmemME»wID°L1�n,-, VI,It-.11ghtingf-ts.e,m for the Label Reference .,1m „mw,-. N,sMOSNkreled»o,zl p.0�r«..rpkwy WIN 0z of 1 100,000 hours 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. 70° OPTICS 100° 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 Color Accuracy (>80 CRI) or 5000 K (67 CRI). Limited -wavelength amber LEDs are also available. 60° '. L/THON/A L/GHT//VG One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 Fax: 770.918.1209 • .vww.htcor a.co,r 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 1800 1700 1600 1500 1400 167 130° 133 120° too 67 110° 33 100° CD: 0 900 33 800 67 700 100C) 60° 133 167 50° 200 VA: 0° 10° 200 300 400 ■ - Max Cd: 22.50 H ■ -0°H ■ -90°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" 1e.0° ISO- 140° 6-1/2 5-7/8 167 1300 r��7 (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) 17.91 33 1000 CD: a 900 �� ' 33 800 67 700 100 60° 133 I ead times will vary depending on options selected. Consult with your sales representative. Example: OLSS DDB 167 so* 200 VA; 0° 10° 20° 301 401 ■ -0°H ■ - 900 H Color temperature (CCT) Voltage Finish 0LSR Steplightround (blank) 4000K (blank) MVOLT (120V -277V) DDB Dark bronze OLSS Step light square WH White DECORATIVE INDOOR & OUTDOOR OLSR-OLSS fig' htingfacts ,rna.Ln1 BZ Light Output (Lumens) Watts Lumens per Watt (Efficacy) 370 9 41 Color Accuracy Color Rendenng Index (CRD 75 ..... .111 27- 3000® K MOK Nlnwn--l-CSNALM.]e.,aaa -0--- -.111- 11.reg cep nmemME»wID°L1�n,-, VI,It-.11ghtingf-ts.e,m for the Label Reference .,1m „mw,-. N,sMOSNkreled»o,zl p.0�r«..rpkwy WIN Guide. fiDghtingfacft" BZ Light Output (Lumens) Watts Lumens per Watt (Efficacy) 330 9 38 COIor R .,,ng ode.(CRI) 75 2700K 3DDOK A500K 6500K ne Crenrrcn Visit -llghtingfacts.com to, the Lab,l Rare,anca a�a Gum,, OLSR-OLSS IA L/THON/A Lr/GHT/Nl 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 - The OLWP provides years of maintenance -free general illumination forcommercial 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.aspxx Actual performancema differ as a result ofend-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Note: Specifications subject to change without notice. Catalog Number Notes Type Outdoor General Purpose OLWP LED WALL PACK f) UE DS 0ighting. LISTED facts LOCATION' O r7 - 10-1/2 (26.6) 5-3/8 3-1/2 (13.7) (9.01 All dimensions are inches (centimeters) unless otherwise indicated. r'r l 1 All configurations ofthis product are considered "standard"and have short lead times. Example: OLWP 11PEBZ OLWP 11 PE BZ Series Lumens Color temperature(CCT)' Voltage OLWP 11 1096lumens/4000K (blank) 120V PE Button photocell BZ Bronze DECORATIVE INDOOR & OUTDOOR OFA L/THOVV/A L/GHT//VG° FEATURES & SPECIFICATIONS INTENDED USE -The OLCFM provides years of maintenance -free general illumination for residential and commercial outdoor applications such as porches, covered walkways and store entrances. Catalog Number Notes Type Notes 1 Nominal Correlated Color Temperature (C(T) per ANSI (78.377-2008. OLWP 11 CONSTRUCTION - Rugged cast-alurninum to late and outer -ring are protected b a thermoset 99 top -plate 9 P Y powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled Outdoor General Purpose multi -stage process ensures a minimum mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Polycarbonate LED lens/cover protects ILEDs. 400mofthh., OLUM Fixture weight = 2.98 lbs. OPTICS -96 high-performance LEDs produces up to 1077 lumens and maintain 70% of light output at 50,000 hours of service. (LED lifespan based on IESNA LM -80-08 results and calculated per IESNA TM -21-11 methodology.) White acrylic diffuser provides a soft white light at 4000K CCT OUTDOOR LED CAST FLUSH MOUNT See Lighting Facts Labels for specific /fixture performance.C775 o ELECTRICAL- Fixture operates at 120 volts, 60 Hz._ U lighting Standard input =16.6 watts f osteo facts ,[o Pretlun Pora,r Operating temperature -40°C to 40°C. Amps @ 120V=.131. Surge protection = 2.5kV. LOCATION`" INSTALLATION - Mounts easily to existing junction box (by others). LISTINGS- UL Listed to U.S. and Canadian safety standards for wet locations. 10-1i4 Designed for ceiling or wall mounting more than 4' above the ground. 3/426.013 Tested in accordance with IESNA LM -79 and LM -80 standards. n•s) 3.5/al15 le. WARRANTY-5-year limited warranty. Complete warranty terms located at - - www.acuitybrands.com/CustomerResources/Terms and conditions.aslt-x Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Note: Specifications subject to change without notice.0 11-3/4 (zs.el All dimensions are inches (centimeters) unless otherwise indicated. r'r 1 11,1111111kAll configurations ofthisproduct are considered "standard" and have short lead times. Example: OLCFM15DDI3 OLCFM Polar Candela Distribution Ult-e LyMing 560 180" 1711" 1601 150° ° . rt Color Tern perature(CCT)' Voltage Finish OLCFM 1s (blank) 4000K (blank) 120V DDB Dark bronze . 1300 120° Light Output (Lumens) 1096 WH White OLWP LED Wall Pack PHOTOMETRIC DIAGRAMS To see complete photometric reports or down load .ies files for this product,visit the OLWP home page on www.Lithonia.com. Tested in accordance with IESNA LM -79 and LM -80 standards. OLWP 11 Polar Candela DistributionD Polar Candela Distribution Ult-e LyMing 560 180" 1711" 1601 150° 1401 -• facts- 467 130° lighting Pmgmm m ma u s. DDE 373 342 -. . _ . . 1300 120° Light Output (Lumens) 1096 280 Watts 20 187 110° Lumens per Watt (Efficacy) 54 93 100° Light Output (Lumens) 1077 205 Color Accuracy 74 CD; 0 90° Cab, Inde. )CRI) 93 80° 110° 187 i 70° 100° 280 - - Color Accuracy 85 60° 90° 373 68 467 500 2700K 3000K 4500K 65001( 560 eingl ,.. s pIESNA LM.]91008' A e r iegy(DOE)ann O O O O VA: 00 10 20 30 40 O rr r,rsemsemorr,rr� he ns De,nmemme Ge.ermea e (DOE) ■ - Max Cd: 2.51 H ae=11a ldala'a9nr,aells ■ -0°H ■ - 90'H Visit www.lightingfacts.com for the Label Reference Guide. Reglalraaon Number: NJSM 811LAR6 (12 2012) e umber DO -11 TOuldaor wall pxk yp,l 1A L/THON/A L/GHT/NG olwP 11 An l cuityBrands Company DECORATIVE INDOOR & OUTDOOR: One Lithonia Way, Conyers, GA 30012 Phone: 800-748-5070 Fax: 770-860-3903 www,lithonia.com c: 2013-2015 Acuity Brands Lighting, Inc. All rights reserved. Rev. 08/11/15 OLUM Outdoor LED Cast Flush Mount PHOTOMETRIC DIAGRAMS To see complete photometric reports or download Jes files for this product,visit www.Lithonia.com. Tested in accordance with IESNA LM 79andLM 80standards. Polar Candela Distribution D 0gnia gM1gng 400 1:'•13° 17131, 16011 150° 140° lighting f 333 li 1_LI g g acts A Program of the U.S.00E 267 200 1111„ Light Output (Lumens) 1029 watts 16.6 133 110' Lumens per Watt (Efficacy) 61 67 100° Color Accuracy CD: 9D° Color Renderinglndek(CRI) 85 67 80° 133 700 200 60° 267 333 So- 2700K 3000K 4500K 6500K o 400 VA. O° 10° 20° 30° 40° All 1111me,u11e1111a IESNA LM 1A„p,e�ee Mennen le,nye Eream�arann PlrolpnwW ]esling fSp -SM Llgllfing. The U.S. Depanmemof Energy(DOE)-r- ■ -001-1 pro unueal ema ane raaui - ■ - 90° H Visit www.lightingfacts.com for the Label Reference Guide. Reglalmt.r Number: NJSM-KFC55F (B sXD3) -N-0-15- Type odelNumbnOLCFM15ODaType Luminaire-A-Ro-y Notes OFA L/THON/A L2/GHT/NG OLCFM 1 Nominal Correlated Color Temperature (CCT) per ANSI (78.377-2008. An SW cuityerands Company DECORATIVE INDOOR & OUTDOOR OLCFM DECORATIVE INDOOR & OUTDOOR: One Lithonia Way, Conyers, GA 30012 Phone: 800-748-5070 Fax; 710-860-3903 www.lithonia.com 0 2013-2015 Acuity Brands Lighting, Inc. All rights reserved. Rev, 09/15/15 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 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 wwwAimmons.com Site Development l Residential/Infrastructure/Technology SEAL KEY PLAN Perliffis ELViastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: LIGHTING CUTSHEETS SCALE: E2.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 Polar Candela Distribution 410 180° 170° 160° 150° 1401 ■ facts® 342 -. . _ . . 1300 lighting A Program of the U.S.00E 273 1200 Light Output (Lumens) 1077 205 Watts 16.6 137 110° Lumens per Watt (Efficacy) 64 68 100° Color Accuracy 85 CDI O 90° ;ulcer Rendenng Index (CRI) 68 800 l 700 sw o; 0 600 273 341 500 2700K 3000K 4500K 6500K 410 rl,r,glelESNALM.]g.2oos A , VA: 0- 10° 20° 30° 40° Surlssl eL,gl„„rg The s 0epalmamelE ey, °E, enlms ■ _DOH podl,�llaaldawa�de, ■-90°H Visit www.lightingfacts.com for the Label Reference Regimralion Number NUS-GYP]L )0/5120131 nal Number OLCFM 15 WH ype'. Luminaire-A-RoaAvay Guide. Notes OFA L/THON/A L2/GHT/NG OLCFM 1 Nominal Correlated Color Temperature (CCT) per ANSI (78.377-2008. An SW cuityerands Company DECORATIVE INDOOR & OUTDOOR OLCFM DECORATIVE INDOOR & OUTDOOR: One Lithonia Way, Conyers, GA 30012 Phone: 800-748-5070 Fax; 710-860-3903 www.lithonia.com 0 2013-2015 Acuity Brands Lighting, Inc. All rights reserved. Rev, 09/15/15 NO. DATE ISSUE 1 11/17/15 REVISED PER COMMENTS 2 1/19/16 REVISED PER COMMENTS 3 3/9/16 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 wwwAimmons.com Site Development l Residential/Infrastructure/Technology SEAL KEY PLAN Perliffis ELViastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: LIGHTING CUTSHEETS SCALE: E2.0 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 TOTAL PROVIDED= 8712 REQUIRED= 10% * 0.97AC (SITE AREA)= 4225.32SF TMP 61Z -3-5D Landscape Summary Parking & Vehicular Circulation = 13820.48 sf Required Landscape Area (5% of Parking & Vehicular Circulation) = 691.02 sf Provided Landscape Area = 1250 sf 1 Large Shade Tree per 10 Parking Spaces * 23 Parking Spaces = 3 Large Shade Trees Provided = 5 Large Shade Trees Reauired Canopv (10% of Site Area) = 0.621 AC * 10% = 2700 sf Existing Landscape used towards canopy requirement TREE CANOPY CALCULATIONS TMP 61Z -3-5A Name No Canopy (sf) SCIENTIFIC NAME COMMON NAME NO Size CANOPY (SF) TOTAL (SF) AMELANCHIER ARBOREA DOWNY SERVICEBERRY 6 7'-8' HGT. 130 780 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 8 12'-14' HGT. 397 3176 CERCIS CANADENSIS REDBUD 6 7'-8' HGT. 124 744 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 4 7'-8' HGT. 124 496 CORNUS FLORIDA "RUBRA" PINK FLOWERING DOGWOOD 4 7'-8' HGT. 124 496 CHIONANTHUSVIRGINICUS FRINGETREE 9 7'-8'HGT. 125 1125 JUNIPERUS VIRGINIANA "IDYLLWILD" IDYLLWILDJUNIPER 5 7'-8' HGT. 16 80 LAGERSTROEMIA'NATCHEZ' NATCHEZ CRAPEMYRTLE 15 9'-10' HGT 77 1155 MAGNOLIA SOULANGIANA "ALEXANDRINA" ALEXANDRINA SAUCER MAGNOLIA 2 3"-3.5" CAL 145 290 QUERCUS PHELLOS WILLOW OAK 1 3"-3.5" CAL 370 370 TOTAL PROVIDED= 8712 REQUIRED= 10% * 0.97AC (SITE AREA)= 4225.32SF TMP 61Z -3-5D Landscape Summary Parking & Vehicular Circulation = 13820.48 sf Required Landscape Area (5% of Parking & Vehicular Circulation) = 691.02 sf Provided Landscape Area = 1250 sf 1 Large Shade Tree per 10 Parking Spaces * 23 Parking Spaces = 3 Large Shade Trees Provided = 5 Large Shade Trees Reauired Canopv (10% of Site Area) = 0.621 AC * 10% = 2700 sf Existing Landscape used towards canopy requirement IRON (F) (DISTURBED),. Name No Canopy (sf) Total (sf) Willow Oak 1 370 370 White Oak 4 243 972 Cherry 5 87 435 Dogwood 1 124 124 Magnolia 1 1 82 82 Red Maple 2 177 354 Proposed Trees on TMP 61 -Z -3D Name No Canopy Total Willow Oak 1 370 370 Total Canopy on TMP 61Z -3-5D= 2707 Note: With the exception of the four trees shown to be removed on C2.0 no other landscaping to be removed. � ' V i G/ s8 / / / / n / / a o WILLOW OAK WHITE /� i IRON (F) (DISTURBED),. - . .�RED MAW�\E WATER VA UL T Cl) 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 3 3/9/16 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 Q CRA -TG W T. KOTARSKI 1..ic. No. 0402048507 SEAL KEY PLAN Penins ]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: OVERALL LANDSCAPE PLAN SCALE: 1 "=20' L 0. 1 SUBMISSION TO ALBEMARLE COUNTY NOT FOR CONSTRUCTION 08/24/2015 PLANTING DESIGN SCHEDULE P Kim R � / i /P 4 P KEY SCIENTIFIC NAME COMMON NAME NO. SIZE ROOT/ CONT. NOTES TREES x P / - AAR BN CC CF CFR Cv _ AMELANCHIERARBOREA BETULA NIGRA'HERITAGE' CERICS CANADENSIS CORNUS FLORIDA CORNUS FLORIDA "RUBRA" CH16NANTHUS VIRGINICUS DOWNY SERVICEBERRY HERITAGE RIVER BIRCH _ REDBUD WHITE FLOWERING_ DOGWOOD PINK FLOWERING DOGWOOD FRINGE TREE 6 8 6 4 4 9 T-8' HGT. 12'-14' HGT. T-8' HGT. T-8' HGT. 7'-8' HGT. 7'-8' HGT. B&B B&B B&B B&B B&B B&B MULTI -STEM MULTI -STEM MULTI -STEM JV JUNIPERUS VIRGINIANA "IDYLLWILD" IDYLLWILD JUNIPER 5 T-8' HGT. B&B / LN LAGERSTROEMIA'NATCHEZ NATCHEZCRAPEMYRTLE 18 9'-10'HGT B&B MULTI -STEM MS MAGNOLIA SOULANGIANA "ALEXANDRINA" ALEXANDRINA SAUCER MAGNOLIA 2 3"-3.5 CAL B&B SPECIMAN QP QUERCUS PHELLOS WILLOW OAK 3 3"-3.5" CAL B&B SPECIMAN KEY SCIENTIFIC NAME COMMON NAME NO. SIZE ROOT/ CONT. NOTES SHRUBS AA BG CAH CS FG ARONIA ARBUTIFOLIA "BRILLANTISSIMA" BUXUS'GREEN MOUNTAIN' CLETHRA ALNIFOLIA "HUMMINGBIRD" CORNUS SERICEA F. BAILEYE FOTHERGILLA'GARDENII BRILLIANT CHOKEBERRY GREEN MOUNTAIN BOXWOOD HUMMINGBIRD SUMMERSWEET BAILEYS RED TWIG DOGWOOD FOTHERGILLA 37 63 10 4 12 3'-4' HGT 2.0'-2.5' 2'-3' HGT 3'-4' HGT 2.0'-2.5' #5 CONT #7 CONT #3 CONT #5 CONT #5 CONT SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN HQ HYDRANGEA OLE RCIFOLIA "ALICE" ALICE OAKLEAF HYDRANGEA 17 3'-4' HGT #7 CONT SPACING AS SHOWN IG ILEX GLABRA "NIGRA" NIGRA INKBERRYHOLLY 23 2.5'-3.0' HGT #7 CONT SPACING AS SHOWN IVL IVR IVW RP TO VA TTEA VIRGINIANA "LITTLE HENRY' ILEX VERTICILLATA "RED SPRITE" ILEX VERTICILLATA "WINTER RED" RHODODENDRON PRINOPHYLLUM THUJA OCCIDENTALIS "HOLMSTRUP" VIBURNUM ACERIFOLIUM LITTLE HENRYVIRGINW SWEETSPIRE RED SPRITE WINTERBERRYHOLLY WINTER RED WINTERBERRY HOLLY ROSESHELL AZALEA HOLMSTRUP AMERICAN ARBORVITAE MAPLE -LEAVED VIBURNUM 21 39 2 21 2 4 2.0'-2.5' 2.0'-2.5' 3' 4' HGT 3'-4' HGT 4'-5' HGT 3'4' HGT #3 CONT #3 CONT #5 CONT #5 CONT #7 CONT #5 CONT SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN SPACING AS SHOWN VP VPR VIBURNUM_PRAGENSE VIBURNUM PRUNIFOULIM PRAGENSE VIBURNUM BLACK -HAW VIBURNUM 3 6 4'-5' HGT 6'-8' HGT B&B B&B SPACING AS SHOWN SPACING AS SHOWN .:ter%ice KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES HERBACEOUS �� , �-- AD AH Al AMT AQC AR ARUNCUS DIOOCUS AMSONIA HUBRICHTII ASCLEPIAS INCARNATA ACHILLEA MILLEFOLIUM'TERRACOTTA' AQUILEGIA CANADENSIS ACTAEA RACEMOSA GOATSBEARD BLUE STAR FLOWER SWAMP MILKWEED TERRACOTTA YARROW COLUMBINE BUGBANE 2 6 8 10 33 28 NA NA NA NA NA NA #1 CONT #1 CONT #1 CONT #1 CONT #1 CONT #1 CONT ,►��. AT ASCLEPIASTUBEROSA BUTTERFLYWEED 7 NA #1 CONT CD CAREX DIGITALIS SLENDER WOODLAND SEDGE 60 NA #1 CONT CV COREPOPSIS VERTICILLATA'ZAGREB' TICKSEED 4 NA #1 CONT ASSISTED ED EF EP ER EUTROCHIUM DUBIUM "LITTLE JOE" EUTROCHIUM FISTULOSUM ECHINACEA PURPUREA "LEUCHTSTERN" ECHINOPS RrTRO'VErrCHS BLUE' LITTLE JOE, JOE PYE WEED HOLLOW JOE PYE WEED PURPLE CONEFLOWER GLOBE THISTLE 8 5 7 7 NA NA NA NA #1 CONT #1 CONT #1 CONT #1 CONT GM GERANIUM MACULATUM WILD GERANIUM 9 NA #1 CONT HA HEUCHERAAMERICANA AMERICAN ALUMROOT 15 NA #1 CONT SEE DTL. HH HELIOPSIS HELIANTHOIDES OX -EYE 13 NA #1 CONT LA LAVENDULAAUGUSTIFOLIA LAVENDER 4 NA #1 CONT LC I LOBELIA CARDINALIS CARDINAL FLOWER 7 NA #1 CONT LS LIATRIS SPICATA'KOBOLD' GAYFEATHER 9 NA #1 CONT MF MONARDA FISTULOSA WILD BERGAMOT 5 NA #1 CONT PA POLYSTICHUM ACROSTICHPODES CHRISTMAS FERN 36 NA #1 CONT - F"111 PI POP PP PV RH SA PYCNANTHEMUM INCANUM PODOPHYLLUM PELTATUM PHLOX PANICULATUM'DAVID' PANICUM VIRGATUM "SHENANDOAH" RUDBECKIA HIRTA'GOLDSTURM' SENECIOAURENS HOARY MOUNTAIN MINT MAYAPPLE DAVID PHLOX SHENANDOAH PANIC GRASS BLACK -EYED SUSAN GOLDEN RAGWORT 14 36 7 80 12 14 NA NA NA NA NA NA #1 CONT #1 CONT #1 CONT #1 CONT #1 CONT #1 CONT 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 KEY SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES NATIVE GRASS AND WILDFLOWER MEADOWS AM ACHILLEA MILLEFOLIM YARROW 69 NA QT CONT GROUPS OF 5-7, SPACING @18 IN. O.C. AS ASCLEPIAS SYRIACA COMMON MILKWEED 39 NA QT CONT GROUPS OF 5-7, SPACING a. 24 IN. O.C. EP ECHINACEA PURPUREA "LEUCHTSTERN" PURPLE CONEFLOWER 39 NA QT CONT GROUPS OF 7-9, SPACING @ 24 IN. O.C. MF MONARDA FISTULOSA WILD BERGAMOT, BEEBALM 25 NA QT CONT GROUPS OF 5-7, SPACING 30 IN. O.C. RF RUDBECKIA FULGIDA SPECIOSA "GOLDSTURM" BLACK-EYED SUSAN 39 NA QT CONT GROUPS OF 7-9, SPACING (a) 24 IN. O.C. SS SCHIZACHYRINUM SCOPARIUM LITTLE BLUESTEM 347 NA QT CONT SPACING @ 18 IN. O.C. NOTE: ALL NATIVE GRASS AND WILDFLOWER MEADOW PLANTING AREAS SHALL BE COVERED WITH 2.0 -INCHES OF DOUBLE GROUND HARDWOOD BARK MULCH. BIOFILTER PLANTING CALCULATION: 1) BIOFILTERAREA =241 SQ. 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 4 PLANTING PROVIDED: 2 TREES AND 7 SHRUBS 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 CONDITIONS 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 CIVIL-P--L'ANS - SEED WITH MID -ATLANTIC POLLINATOR MIX ' NOTE: ALL PLANTING AREAS IN -(XERC_ 00102) WITH AN AL RYEGRASS, FROM - 10-1V_RV-7-TCHED AREA ------ AROUND THE BIOFILTER SHALL HAVE 2.0 ERNST SEED CO., SEE�RATE @ 8 LBS/AC--, 8 -VN 80 PV COVER WITH JUTE MESH AFTER SEEDING. --- 20 INCHES OF DBL. GRND. HARDWOOD�� --- RAPV MI II (..I -I 47 I I 2 -HQ I I I I a Z 6 -AA � I 2 -HQ t n z� SCREENING J FENCE,SEE DTL I I 8 -AA I / I' � I II I � c� 2 2 -HQ I II I w, 3 -AA �I I I 2 -HQ I �I �I �I 2 -AA T 2 -HQ Ij �1 8 -AA - / -r 9-IVL 15 -HA PI 9-C3M T7 -IV -� - - -y - - - P _ - - - P Y X I P � P F P / A \ I � � I I I I 1 I � ■ I > / F P - - - - \ VVV LLv� 1 4 P P P / X SANS . ES EW MT / �-- , - - I IT An 0 P / / 4 NOTE: ALL PLANTING AREAS IN THE - P l i MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP / i A 4 / INCHES OF DBL. GRND. HARDWOOD 5 -AMT 4�V 4 -ER 4 / / BARK MULCH. 6-RH 3 -ER 4 -AT --\\Q / I � '4 -PP 3 -AT 3 -PP P / HERB & ANNUAL FLOWER 11--EG- 3-LN PLANTER BY OWNER 1 8 -AR RIVER / p' - P STO - P ST N� Pk/T 4��- // 4 -LA 1 CV p ' 4- A 4 PQ 1 -- HT IPS jFEEDER, SEEDTL i P' / 2 -TO 8 -IG \ HERB & ANNUAL FLOWER , - ' -AAO' / PLANTINGS BY OWNER - / - ' 4-_IVL F A / FLOWER POTS BY OWNER I i- / BIRD FEEDER, SEE DTL A P P 4 -FG �� 4 4 , i P `4-C P EMORY" - 4 -- P 4 � 4P A P F IN,SEE DTL. WOOD GARDEN ARBOR, SEE DTLS. 1 -CC 3 -MAILBOXES.' _-AD 4 R RP/ SEE DTLS ' 1 -CF ,6�iG 2 GEl / y GARD NB ARD PS (�E C.P ' / ''LPIS P 3-H - I j W I l W W 16-AAR A LIMITS OF --MULCH, TYPICAL' � I 0' 10' / / / / - P P Kim R � / i /P 4 P g h-1, P A SHALL BE SODDE RF TYPE, TALL SOD P x P / - �V- P . I / I P I - G- 8 -SC 14 -SA I 1 -G- r ' V3- _ �I NATIVE GRASS AND •I Lam- : MEADOW PLANTINGAREA •!►� '•www!. YI'•k _�,� h_ �_-�'i .:ter%ice �� , �-- • P ,►��. ..tet• ' ii 9 RF ASSISTED LIVING 134 _SS GARDEN FOUNTAIN, - .a SEE DTL. 441 • LIMITS OF TYPICAI - F"111 F P - - - - \ VVV LLv� 1 4 P P P / X SANS . ES EW MT / �-- , - - I IT An 0 P / / 4 NOTE: ALL PLANTING AREAS IN THE - P l i MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP / i A 4 / INCHES OF DBL. GRND. HARDWOOD 5 -AMT 4�V 4 -ER 4 / / BARK MULCH. 6-RH 3 -ER 4 -AT --\\Q / I � '4 -PP 3 -AT 3 -PP P / HERB & ANNUAL FLOWER 11--EG- 3-LN PLANTER BY OWNER 1 8 -AR RIVER / p' - P STO - P ST N� Pk/T 4��- // 4 -LA 1 CV p ' 4- A 4 PQ 1 -- HT IPS jFEEDER, SEEDTL i P' / 2 -TO 8 -IG \ HERB & ANNUAL FLOWER , - ' -AAO' / PLANTINGS BY OWNER - / - ' 4-_IVL F A / FLOWER POTS BY OWNER I i- / BIRD FEEDER, SEE DTL A P P 4 -FG �� 4 4 , i P `4-C P EMORY" - 4 -- P 4 � 4P A P F IN,SEE DTL. WOOD GARDEN ARBOR, SEE DTLS. 1 -CC 3 -MAILBOXES.' _-AD 4 R RP/ SEE DTLS ' 1 -CF ,6�iG 2 GEl / y GARD NB ARD PS (�E C.P ' / ''LPIS P 3-H - I j W I l W W 16-AAR A LIMITS OF --MULCH, TYPICAL' � I 0' 10' / / / / - P P / R � / i /P 4 P P A SHALL BE SODDE RF TYPE, TALL SOD P x P / F P - - - - \ VVV LLv� 1 4 P P P / X SANS . ES EW MT / �-- , - - I IT An 0 P / / 4 NOTE: ALL PLANTING AREAS IN THE - P l i MEMORY CARE GARDEN SHALL HAVE 2.0 4 -LS 3 -EP 4 -EP / i A 4 / INCHES OF DBL. GRND. HARDWOOD 5 -AMT 4�V 4 -ER 4 / / BARK MULCH. 6-RH 3 -ER 4 -AT --\\Q / I � '4 -PP 3 -AT 3 -PP P / HERB & ANNUAL FLOWER 11--EG- 3-LN PLANTER BY OWNER 1 8 -AR RIVER / p' - P STO - P ST N� Pk/T 4��- // 4 -LA 1 CV p ' 4- A 4 PQ 1 -- HT IPS jFEEDER, SEEDTL i P' / 2 -TO 8 -IG \ HERB & ANNUAL FLOWER , - ' -AAO' / PLANTINGS BY OWNER - / - ' 4-_IVL F A / FLOWER POTS BY OWNER I i- / BIRD FEEDER, SEE DTL A P P 4 -FG �� 4 4 , i P `4-C P EMORY" - 4 -- P 4 � 4P A P F IN,SEE DTL. WOOD GARDEN ARBOR, SEE DTLS. 1 -CC 3 -MAILBOXES.' _-AD 4 R RP/ SEE DTLS ' 1 -CF ,6�iG 2 GEl / y GARD NB ARD PS (�E C.P ' / ''LPIS P 3-H - I j W I l W W 16-AAR A LIMITS OF --MULCH, TYPICAL' � I 0' 10' / / / / - P 4 P / R � /P 4 P P I / Y a P P x P / - �V- P P I / I 4 P / R � / 4 P 1 I I a P A x P �V- 4 P o R � 4 P 1 I a P A 01 - GARDEN PLANTING PLAN SCALE- 1" = 10' ' / 1 -QP / / �►� I P / I P A P IS \ IT 10, NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS 1/19/2016 - COUNTY COMMENTS 3/03/2016 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM O 2016-01-19 \.1, k' DAVID T. ANHOLD CERTIFICATE NO. 4cj 000311 LA1VDSCA4'% �4G Perkins ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: GARDEN LANDSCAPE PLAN . -i AS NOTED L-1 DESIGN DEVELOPMENT PROGRESS NOT FOR CONSTRUCTION 09/08/2015 R � 1 I � P A I P I - G- I 1 -G- P A 01 - GARDEN PLANTING PLAN SCALE- 1" = 10' ' / 1 -QP / / �►� I P / I P A P IS \ IT 10, NO. DATE ISSUE 11/17/2015 - COUNTY COMMENTS 1/19/2016 - COUNTY COMMENTS 3/03/2016 - COUNTY COMMENTS AN HOLD ASSOCIATES LANDSCAPE ARCHITECTURE + PLANNING 8311 ROCKFISH GAP TURNPIKE GREENWOOD VA 22943 434.882.3420 ANHOLDLA.COM O 2016-01-19 \.1, k' DAVID T. ANHOLD CERTIFICATE NO. 4cj 000311 LA1VDSCA4'% �4G Perkins ]Eastman 520 WEST SIXTH STREET CHARLOTTE, NC 28202 T. 704.940.0501 F. 704.362.4602 Owner: CAMBRIDGE HEALTHCARE GRAHAM L. ADELMAN 1300 BRANCHLANDS DRIVE, CHARLOTTESVILLE VA 22901 OWNER'S REPRESENTATIVE: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 Civil / Site: TIMMONS GROUP 919 2ND STREET S.E. CHARLOTTESVILLE VA 22902 Structural: LAURENE RICKHER & SORRELL 8701 RED OAK BLVD # 520 CHARLOTTE NC 28217 Mechanical & Plumbing: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 Electrical: OPTIMA ENGINEERING 1927 S TRYON ST #300 CHARLOTTE NC 28203 PROJECT TITLE: BRANCHLANDS MEMORY CARE & ASSISTED LIVING 1250 BRANCHLANDS DRIVE, CHARLOTTESVILLE, VA 22901 PROJECT No: 55930.00 DRAWING TITLE: 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 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 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" SQ. OAK SET 120 DEGREES APART FINISHED GRADE APPLY 3" OF MULCF PLANTING AND WAT THOROUGHLY 4" COMPACTED EAF WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT RQMTS, PLAI PLANTING SOIL AME REMOVE BURLAP & FROM TOP 1/3 OF Ri BALL UNDISTURBED SOIL 01 - TREE PLANTING DETAIL SCALE: NTS SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY \ ARCHITECT. MULCH 4" DEEP IMMEDIATELY \ AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. SEE SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1 "ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OFROOTBALL 3" TALL WATERING BERM FINISHED GRADE NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. 02 - SHRUB PLANTING DETAIL SCALE: NTS GROUND COVER AND/OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS. \ LAYOUT VARIES, SEE PLAN SLOPE PLANTING BED FOR POSITIVE DRAINAGE PVMT�',!"..... \ r::; :r`4: 4:r:V:4:: r:vy:r ru: :'ri i : : ... ......... .......................... SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. MULCH 3 " DEEP AFTER PLANTING SAND WATER THOROUGHLY FINISH GRADE c1191 -12a nF 03 - PERENNIAL PLANTING DETAIL SCALE: NTS Garden Arbor With Arch and Walk Gate 40 _ SKU: Garden Arbor With Arch and Walk Gate V# Enduring charm in the garden is assured with a decorative standard 4 -foot wide arched arbor with a pergola -style top. The { ` standard Arched Arbor seen here is accompanied by a straight - p' top Chestnut Hill walk gate, horrzontallvertical lattice panels on the side, and a privacy fence with lattice sections. As an added Jilt il: appeal.. this arbor will help encourage your favorite climbing s gel I plants throughout the summer months. goal SP Garden Arbor With Arch and Walk .. • Y Gate 40 true to the many options available in our custom designs and shipping ` - or installation complexities, we are unable to offer this product online ♦ 1L, 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