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HomeMy WebLinkAboutSDP202100007 Plan - Revision 2021-03-09TMP 61-120W N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC EXISTING LIGHT POLE TO BE REMOVED. NEW LIGHTING TO BE INSTALLED ON THE SITE MEETING ALBEMARLE CO TY AND AR REQUIR ENTS EXISTING 1 STORY g�ILDING TO REMAIN As. TMP: o61oo-00-00-12000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 EX. FIRE HYDRANT TO REMAIN EXISTING LIGHT POLE TO BE REMOVED. 0 NEW LIGHTING TO BE TMP: o61oo-oo-oo-12oNo IN SITE MD TNGHE , W OWNER: MERCHANTS ALBEMARLE COUNTY I / ASSOCIATES LIMITED LIABILIT AND ARB ti CO / MARVIN F POER REQUIREMENTS .CO COMPANY / ACREAGE: 0.41 / _0 / / ZONING: / MH / DB/PG: 2 1/640 DEMO EXISTING/ UTILITY BLDG, CURB � \ AND PAXA NTHIN �� ,el5'r THIS AREA LIMITS OF DISTURBANCE / ASSOCIATED WITH REMOVAL OF ASPHALT, CURBING, / N� CONCRETE, AND PORTIONS OF / / EX. UTIL TY CXN� BUILDING =4,870 SF / BUILDING TO / / BE REMOVED BENCHMARK / EX. PORTION OF N-3917614.40 / SIDEWALK TO E-11490168.00 / / BE REMOVED ELEV-511.78 / NAIL00 / ® / / )<loll ROKEN Fed / CONC UMPSTER Fop APR N TO BE P �p REPLACED pF� �Q� elr / MH / DUMPSTER 1 ,Q�� I�p TO : REPAIRED �t11/I'll II!I► 1 SHED TO BE REMOVED /EX. METAL SHED TO BE \ �`:0 LIMITS OF DISTURBANCE REMOVED ASSOCIATED WITH REMOVAL OF SHEDS, CONCRETE REPAIR, AND CURBING = 925 SF EX. CONC. CURBING TO REMAIN TMP: o6100-00-00-12OUo OWNER: SOMMERHOFF, LLC ACREAGE: 0.87 AC ZONING: HC DB/PG: 4755/209 m 0 013 v Z L9 EX. WATER METER FOR BUILDING TO REMAIN 15' UTILITY EASEMENT DB 636 PG 500 EX. SIDEWALK TO REMAIN 6' \ 1 STORY ° FRAME & STUCCO #1680 BUILDING TO BE EX. SIDEWALK \ REPAIRED WHERE TO REMAIN - CANOPY IS REMOVED \/ TO MATCH EXISTING BUILDING FINISHES w. , EXISTING DRIVE �\,\0i IIjpl�il 11 . CANOPY • 1 •/ BE HANDICAP RAMP TO BE EX. SHRUB 1 REMOVED BE M 1 09 TMP: o6100-00-00-123Ho OWNER: OP HOLDINGS II LLC CVS HEALTH #10746-oi ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 G EX. ENTRANCE/ o �� EGRESS TO THE SITE { a, O� LIMITS OF DISTURBANCE ASSOCIATED WITH REMOVAL OF ASPHALT, CURBING, AND — PARKING SPACES=4060-5F 4o LINEAR FEET OF EXISTING CONCRETE RETAINING WALL z AND HANDRAIL TO BE REMOVED o VDOT UTILITY & CENTURYLINK EASEMENT _ — — o F 4E43 PG 639 \ �9, S27'43'56 "E 141.45'oz _ VEPCO \ — ASEMENT DB / oz 335 PG 458 XySTING SIGN TO / REMOVED AN)z REPLACED WITH. SIGN MEET19iGfil COUNTY SyARE _ GUI¢tJdW4j C9, Q EX PORTION C \j� / J�\�'a SIDEWALK TO BE REMOVED c� 508 — NDIC SIGN \ / z - " i RIO ROAD VARIABLE WIDTH R/W DB 4685 PC 642 RETAINING WALL w/RAILING H SSMH TRAFFIC SIGNAL BOX S23 32'37"E 7.57' S19 52'18 E 4.62' TRAFFIC SIGNAL � POLE � � � EXISTING LIGHT POLE TO BE REMOVED. 0 1 � NEW LIGHTING TO BE MH INSTALLED ON THE S1l 50'54E 14.82' SITE MEETING ALBEMARLE COUNTY TRAFFIC SIGNAL, RET. ANDARB WALL & SIDEWALK REQUIREMENTS EASEMENT DB 4685 PG 642 S61 °41 '58 E 0.90' DEMO EXISTING TCURB AND PAVING TRAFFIC SIGNAL POLE WITHIN THIS AREA DM H S26 3856 "W 3.25' EXISTING INLET STRUCTURE & y OUTFALL PIPE TO BE PRESERVED FOR PROPOSED o��V yw�� DRAINAGEINLET FROM NEW PARKING LOT TRAFFIC SIGNAL BOX TRAFFIC SIGNAL SIDEWALK EASEMENT W / \ \ nR 4CRn Pr F4? EX. ENTRANCE/\ EGRESS TO THE SITE o't 5 � c�0 J ACCESS EASEMENT \ , DB 636 PG 500 / EX. STREET EX. ADA HANDICAP LIGHT TO RAMP TO REMAIN REMAIN BENCHMARK \ N-3917459.59 E-11490319.77 \ EX. SIDEWALK ELEV-506.44 TO REMAIN NAIL L EX. DROP / INLET TO REMAIN / EX. STREET / EX. CONC. LIGHT TO CURBING TO REMAIN REMAIN \ EX. TREE TO REMAIN \ 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. BOUNDARY CURVE TABLE ury Length Radius Delta Tangent Chord Chord Bearing C2 1 21.43' 1 41.00' 295642" 10.96' 1 21.19' 1323'50" TMP: o61oo-00-00-123Ao OWNER: CHARLOTTESVILLE S&L ASSOC c/o SUNTRUST BANK CORP REAL ESTATE ACREAGE:1.igAC ZONING: PD-SC DB/PG: 514/374 SCOTT/R. Cb•LLINS'Z Lie. No. 035791 n 03/04/21�� k I co I co I 7 I O F OC Of In F- Z 1 w ZU w � z � I 0 z I O O � I I--4 > z U) � 3 w \ i WJ a N 111� LL i ., ., LU CD M 0 0 L ti C''') C`') C3J N Iq CM It1 N O w C) N N w Q LU J J U) L9 '—j LU 2 U WLU 1 Y Ul v) z LU LU ® U) JLLJ ~ JQ C:) 0 LU 0 z LU U y 0 a za a C ° a z LU O� ° J o V' O s O W ° z o 0 6 a ^ o V, 0 s = O 3 DC � LU 0 J a z� Q O C) U ° 0 T Oz� z w f...� w J X U I --I LU w z 0 o U LU ° O a 0 z 1--I U 0 LLJ 0 V) O LU ° U F- C I w E W U d In JOB NO. 0 202185 0 SCALE ° 1 "=20' C SHEET NO. a 2 L H 0 0 0 L TMP 61-120W N/F WILLIAM EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC S\ EXISTING 1 STORY g�ILDING TO REMAIN As. TMP: o61oo-00-00-12000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 \920F \ / NOTE: EXISTING MECHANICAL >\ \ EQUIPMENT FOR THE BUILDING HVAC \ SHALL REMAIN. IF ANY REPLACEMENT EX. FIRE EQUIPMENT IS PROPOSED OR REQUIRED, HYDRANT TO THE NEW EQUIPMENT SHALL NOT BE REMAIN VISIBLE FROM THE EC STREETS. \ , TMP: 06100-00-oo-12oNo 7 OWNER: MERCHANTS T \\ m \\\0 7J O v Z uo 013 EX. WATER METER FOR BUILDING TO REMAIN 5' UTILITY EASEMENT DB 636 PG 500 i8o'TO NEAREST INTERSECTION (SEMINOLE TRAIL / ROUTE 29) EX. ENTRANCE/ / ti EGRESSIT 0 THE ASSOCIATES LIMITED LIABILIT CO. c/o MARVIN F POER / I ) COMPANY / � ACREAGE:0.41 /'® i ,1 \ NO LEFT TURN SIGN TO BE ZONING: / MH / INSTALLED NEAR - - - DEI z 1/640 / / / _ _ _ENTRANCE - / EX. OVERHEAD POWER LINE TO ���� A REMAIN PROPOSEDCG-2 //� VDOT UTILITY & / \ \'q / PROPOSEDVDOT CENTURYLINK \ \•_ EASEMENT - - - -' / STD. CG 6 \ F 4E43 PG T39 DISPLAY \ \, TMP: o6100-00-oo-123Ho OWNER: CIP HOLDINGS II LLC CVS HEALTH #10746-oi ACREAGE:1.536oAC ZONING: HC DB/PG: 5107/433 IN 4� L O� 4-N 4, S 4. 00 o PARKING SPACES 20I o / R �'� \ \ \ v PORTION OF a PORTION OF EXISTING CONCRETE TYP.) ( BENCHMARK / / EXISTING WALL ° RETAINING WALL AND N-3917614.40 / / = PROPOSED 2' \ TO BE REMOVED SAFETY RAILING TO E-11490168.00 / /fft CURB CUT BE REMOVED, SEE SHEET 4 PROPOSED VDOT (,) ELTYP -511.78 STD. CG-6 NA�� r / VEPCO ASEMENT DB o.Z- 335 PG 458 EX. ® /* ®' EX. POWER POLETO REMAIN / 9, SD \ REPLACE EXIST. CONC. i / ��� ) / / SIDEWALK _q RIO ROAD APRON TO REPAIRiP�' ADO / \ EMAIN -PROPOSED z' VARIABLE WIDTH R/W DAMAGEDCONCRETE CURB CUT 5 6 DB 4685 PC 642 5 4 0 /. SEE DETAIL, SHEET? GC,-',50 ) ,�0 EX. SIDEWALK TO O BE EXPANDED TO ,� (TYPJ RETAINING / 5' MIN. # WALL w/RAILING / z5 R \ \ 1 STORY - \ \ IT CONC. BUMPER \ \ FRAME & STUCCO �' 0 BLOCKS 680 # • PROPOSED SSMH # EX. SIDEWALK CG-2 TRAFFIC SIGNAL / * ' MH / J, \\ DISPLAY TO REMAIN BOX DISPLAY / 3 \ PARKING SPACES PARKING SPACES \ Qj (TYP.) (TYPJ \ \�- PROPOSED g' • , PROPOSED VDOT CONC. SIDEWALK �s ��. STD CG-6_ TRAFFIC SIGNAL i POLE DUMPSTER �o, / \ \ MIT ENCLOSURE ti VESTI ULE / 10f , PROPOSED CG-z w/ WOOD FENCE \ J r • ' TO BE REPAIRED / \ / y TRAFFIC SIGNAL, RET. WALL & SIDEWALK \ / \Q' \ \ / _18 / EASEMENT DB EXISTING WOODEN $ 1 PROPOSED CG-2 r 2 PROPOSED 2' 4685 PG 642 \ ti � A 6' DUMPSTER ENCLOSURE \ / 3' / CURB CUT TO REMAIN, SEE DETAIL \\ PROPOSED 6 __ (TYP.)SHEET? \ \\�, - PROPOSED CONC. - / / TRAFFIC SIGNAL DL=6"' CUSTOMER r I PARKING SPACES J - 1' POLE\ (TYP.) \ \ `�09 / DMH PROPOSED CONC. _/ © PROPOSED VDOT 3'R- �� q y // / DRAINAGE FLUME �OI� I C. EX. CONC. STD. CG 2z v V l CURBING TO io`R �P� - j DITCH REMAIN � EXIS i / / V a� NO SCALE CONC. BUMPER HANDI SIGN J �s S/W `O�' f / / / � ,yw � ro J , / 00 L O �� w ,Lti 6" THICK CONCRETE DITCH WITH BLOCKS .'K. A6"x6" W2.1XW2.1 WELDED (TYP.) �50g-' -/ / C�i 'y�Oh REINFORCEMENT MESH EXIS . / - m� �� Q,� �� AND A BROOM FINISH HANDIC SIGN / TRAFFIC SIGNAL TMP: o6100-00-oo-l2000 °� BOX EX. HANDICAP � OWNER: SOMMERHOFF, LLC PARKING SPACES / 7 3'R / TRAFFIC SIGNAL ACREAGE: 0.87 AC TO REMAIN PROPOSED / EX. SAN SWR TO W /PROPOSED VDOT / \ SIALK DBW4685EPC 642 T ZONING: HC DB/PG: 4755/209 REMAIN STD. CG 6-' \ U 506 ® / \. EX. STREET EX. ADA HANDICAP EX. ENTRANCE ° LIGHT TO \ RAMP TO REMAIN EGRESSTOTHE \ u , REMAIN \ / BENCHMARK \ N-3917459.59 A \ 5� E-11490319.77 \ \ EX. SIDEWALK ELEV-506.44 of TO REMAIN NAIL 30' ACCESS EASEMENT DISPLAY DB 636 PG 500 ' PARKING SPACES L EX. DROP (TYP.) / INLET TO REMAIN / \ EX. STREET / EX. CONC. \ \ LIGHT TO CURBING TO REMAIN REMAIN \ EX. TREE TO \ REMAIN \ \ 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. Qi REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. io. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. ii. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. SITE PLAN NOTES: 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS SHEET. 3. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. 4. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. S. ANY CONCRETE SIDEWALK ALONG RIO ROAD OR ROUTE 29 (SEMINOLE TRAIL) SHALL BE REPLACED WITH THE CONSTRUCTION OF THE ONSITE IMPROVEMENTS. 6. THE SITE DEVELOPMENT AND USAGE OF THE PROPERTY FOR DISPLAY PARKING SHALL COMPLY WITH THE CONDITIONS OF THE APPROVED SPECIAL USE PERMIT. THE CONDITIONS ARE LISTED ON SHEET OF THIS SITE PLAN AMENDMENT. ENTRANCE CORRIDOR NOTES AND REQUIREMENTS: 1. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. 2. VEHICLES SHALL BE STORED AND DISPLAYED ONLY IN AREAS INDICATED FOR STORAGE OR DISPLAY SHOWN ON THIS APPLICATION PLAN. DISPLAY PARKING SHALL NOT BE LOCATED ON EXISTING GRASS OR LANDSCAPE AREAS. 3. SALES DISPLAY AND CUSTOMER PARKING SPACES AS SHOWN ON THE APPLICATION PLAN SHALL BE STRIPED/MARKED ON SITE. 4. THE PROPOSED LANDSCAPING AS SHOWN ON SHEET 5 IS PROPOSED TO COMPENSATE FOR THE NEGATIVE VISUAL IMPACT OF THE PROPOSED USE FROM THE ENTRANCE CORRIDOR. 5. ANY ACCESSORY STRUCTURES OR EQUIPMENT MUST BE SCREENED FROM VIEW FROM THE ENTRANCE CORRIDOR, AND ANY ACCESSORY STRUCTURE OR EQUIPMENT IS SUBJECT TO ARB REVIEW. 6. ANY ALTERATIONS TO THE EXISTING BUILDING THAT ARE VISIBLE FROM THE ENTRANCE CORRIDOR, INCLUDING THE ADDITION OF WALL -MOUNTED LIGHTING, ARE SUBJECT TO ARB REVIEW. 7. SEE SITE PLAN FOR DEMARCATION OF THE LOADING AND SERVICE AREAS, REFUSE AREAS, EXISTING AND PROPOSED MECHANICAL EQUIPMENT, AND OTHER SITE RELATED FEATURES. ALL TRASH RECEPTACLES SHALL BE STORED BEHIND THE BUILDING OR ON THE SOUTHWEST SIDE OF THE BUILDING. 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 9. ANY MODIFICATION TO THE EXISTING SITE LIGHTING IS SUBJECT TO ARB REVIEW AND APPROVAL. MAXIMUM LIGHT LEVELS ON THE SITE SHALL NOT EXCEED 30 FOOT CANDLES. 10. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE SIGN APPLICATION. 11. A KNOX BOX IS REQUIRED FOR THE BUILDING. THE LOCATION OF THE KNOX BOX SHALL BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 12. THE ISO FIRE FLOW FOR THE EXISTING BUILDING IS 1000 GPM. NO SPRINKLER SYSTEM IS NECESSARY. 13. THE AVAILABLE FIRE FLOW FOR THE SITE IS 1860 GPM AT 65 PSI. / LEGEND EXISTING BUILDINGS PROPOSED DISPLAY PARKING EMPLOYEE/CUSTOMER PARKING TRAVELWAYS LANDSCAPING AREAS PROPOSED PARCEL BOUNDARY TMP: o61oo-00-00-123Ao OWNER: CHARLOTTESVILLE S&L ASSOC c/o SUNTRUST BANK CORP REAL ESTATE ACREAGE:1.igAC ZONING: PD-SC DB/PG: 514/374 SCOTT/R. Cb'LLINS'Z Lie. No. 0357911'n 03/04/21�� k I c I co I 7 I O F OC I ' I U)a u In r Z i W ZU W � Z I � o Z I O O � I H U) > z 3 a i (n W J: LL i L Cy M CA N co N O W 0) N N W Q Lu J J U) Lu uO U W ' Lu ul U) Lu Lu z ® U) JLLJ ~ JQ O 0 z Lu G 0 Lu G � 0 0 a z 4 a J C ° o Lu y ) ' o N� o L N O° z o CAI a G o a- Q m r-I J s Lu U LL.LL Lu o LnJ a S Q Lu 0 ° 0 C ° Z Q � w w z J Q N I Z 0 U Lu ° J O a 0 z I --I U X LLJ V) L O Lu ° 00 P U ~ a� I w E W U d E JOB NO. ° 0 202185 0 SCALE ° 1 "=20' C SHEET NO. a 3 L H 0 0 0 L i TMP: o61oO-00-00-12000 OWNER: MARTHA JEFFERSON HOSPITAL c/o SENTARA TMP 61-3.20W N/F WILLIAM \ EDWARD & JOHN A F SULLIVAN, DB io95 PG 237 ACREAGE: 0.49 AC ZONING: HC �v EXISTING1 1 HEALTHCARE ACREAGE: 4.369 AC ZONING: HC DB/PG: 4045/6o83 NOTE: EXISTING MECHANICAL EQUIPMENT FOR THE BUILDING HVAC SHALL REMAIN. IF ANY REPLACEMENT EQUIPMENT IS PROPOSED OR REQUIRED, THE NEW EQUIPMENT SHALL NOT BE VISIBLE FROM THE EC STREETS. TMP: o6200-0o-o0-12oNo OWNER: MERCHANTS EX. FIRE HYDRANT TO REMAIN / ASSOCIATES LIMITED LIABILIT ti PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE INTERIOR/PARKING LOT QUANTITY COVERAGE (sf) QUANTITY COVERAGE (sf) TREES AR ACER RUBRUM I RED MAPLE 21/2" cal 1 452 3 1 1,356 1 2 1 904 QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 1 471 1 5 1 2,355 1 0 1 0 UN DERSTORY TREES CF CORNUS FLORIDA DOGWOOD 6-T ht. 124 7 1 868 1 7 1 868 MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-T ht. 113 5 565 2 1,243 PY PRUNUS YEDOENSIS YOSHINO CHERRY 6-7ht. 99 8 792 0 0 SHRUBS AB ABELIA GRAN DIFLORA GLOSSYABELIA 24"ht. min 14 36 420 FG FOTHERGILLA MAJOR FOTHERGILLA 18" ht. min 20 36 720 Ic ILEX CORN UTA CHINESE HOLLY 24"ht. min 14 36 504 IV ITEA VIRGINICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18"ht. min 64 36 2,304 TOTAL CANOPY 9,884 3,015 G 9� O C� did ZONING: / MH DB/PG: 2 1/640— / / (8) IC 4) AB CIF / / q / —(1) OF \• (2) PY BENCHMARK / 2) IC / \ l� N-3917614.40 E-11490168.00 / / 2) MV ELEV-511.78 / / / (1) AR (3) IV r =(1) OF, NAIL / ® / (4) FG i) CIF / EX. SIDEWALK EX SHRUBS \ EMAIN 4QV ),..•� TO REMAIN / �P� (3.) CIF EX TREE 1 FRAME & STUCCO \ •.: \�MH #1680 EXSHRUBSEX DE Al K # 5)FG TO REMAIN •b I� f \ u (4) F \ 2, 4) FG DUMPSTER ENCLOSURE 2)MV VESTI ULE % ✓ w/ WOOD FENCE \ / C .: 0 1) MV/ BE REPAIRED \ (2) IC C (1 (12) IV \ \ > : 16, (4) IC \� \\ (2)MV \ (1) AR 509 - ' (1) CFF� EX. CONC. �i — CURBING TO (3) F 5� _(1) AR REMAIN EXIS rr /— HANDI SIGN, QP (9) IV _ / _(2) A ' HANDIC SIGN \ (2) CIF (1)CF TMP: o63.00-00-00-12OU0 or OWNER: SOMMERHOFF, LLC ACREAGE: 0.87 AC (z) IV ZONING: HC / m 7 7J Z I Q W EX. WATER METER FOR BUILDING TO REMAIN 15' UTILITY EASEMENT DB 636 PG 500 EX. ENTRANCE/ EGRESS TO THE SITE CO. c/o MARVIN F POER COMPANY ACREAGE: 0.41 / 7 VDOT UTILITY & \ CENTURYLINK EASEMENT — — — — PG 4643 PG 639 PORTION OF a EXISTING WALL o —TO BE REMOVED 5) AB _ — VEPCO .__�ASEMENT DB or 335 PG 458 EITRIO ROAD VARIABLE WIDTH RIW (. DB 85 PG 642 RETAINING �\WALL w/RAILING a o y•� R AFFIC SIGNAL `tyr1® Box M�F,,,o R, LE Aa���` 1.� .. zt� . " P 0 AB TRAFFIC SIGNAL, RET —WALL & SIDEWALK EASEMENT DB 4685 PG 642 45)IC TIC SIGNAL POLE DMH 1) PY 14, AB (6) co N� J TRAFFIC SIGNAL BOX PY` TRAFFIC SIGNAL SIDEWALK EASEMENT DB/PG:4755/209 �\ \5>IC DB 4685 PG 642 i 506" (1) QP \ EX. ENTRANCE/ o ` \' EX. STREET EX. ADA HANDICAP EGRESS TO THE — q., LIGHT TO \ RAMP TO REMAIN SITE \ 4' : 3) AB REMAIN \ \ BENCHMARK \ N-3917459.59 \ \ 505 2)PY E-11490319.77 \ o'Z EX. SIDEWALK ELEV-506.44 TO REMAIN NAIL ACCESS EASEMENT 3)AB DB 636 PG 500 L 3) FG EX. DROP / INLET TO REMAIN / \ EX. STREET / EX. CONIC. \ \ LIGHT TO CURBING TO REMAIN REMAIN \ / EX. TREE TO \ \ REMAIN GRAPHIC\SCALE 20 n 10 20 40 ( IN FEET ) I inch = 20 80 'N 5w� y TOTAL PROJECT AREA (0.69 AC): 30,019 SF CANOPY REQUIRED (10 0): 3, 009 SF PROPOSED CANOPY.- 9,884 SF STREET TREES TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING. J15 LF TOTAL STREET TREES REQUIRED (1 7REE PER 40) = 8 TREES TOTAL STREET TREES PROVIDED = 10 TREES (6 LARGE SHADE TREES AND 5 ORNAMENTAL 7REES) + (1) EXISTING TREE INTERIOR PARKING CALCULATIONS: TOTAL NEW PARKING AREAS AND IRA VELWAYS = 17,609 SF TOTAL INTERIOR LANDSCAPING REQUIRED (5Z) = 881 SF TOTAL INTERIOR LANDSCAPING PROPOSED = 3,015 SF 1. SLOPES GREATER THAN J. 1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVAT70N SEEDS (ITEM NUMBER: ERNMX-181) AT A RATE OF 60 LBS PER ACRE, OR 1 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL PROVIDE PERMANENT STABILIZAT70N AND SHALL NOT REQUIRE MOWING. 2. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICA77ONS OF THE AMERICAN ASSOCIA7ON OF NURSERYMEN. THE PLAN77NG OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY 774E ORGINIA NURSERYMEN'S ASSOCIATION, THE ORGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE WRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICA77ONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. J. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT 774E TOPPING OF TREES IS PROHIB17ED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2" x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 2/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES z" x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale 1992 3.38 Source: Va. DSWC Plate 3.38-2 SCOTT/R. 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