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HomeMy WebLinkAboutSDP199700135 Plan - Approved Minor Amendment 1998-02-274 _ Location Ma -- scale: l'" _ �00,T Sv�'SeV Avenue �1 o C Limits h� 4 A O Moores Creek / Q) 52 Old 4� Lynchburg v) Road. SR 631 -'w'-"R ON O c: `QJ . ,9�CoachPo 1-.cJ 1 -ff-EFt E \ j MINOR SITE PLAN AMENDMENT INFORMATION: 20,175 G.S.F. OF WAREHOUSE SPACE IS BEING PROPOSED TO BE REMODELED IN THE FUTURE FOR USE AS OFFICE SPACE PREVIOUS WAREHOUSE SPACE 31,980 G.S.F. (4 LOADING SPACES PROVIDED) PROPOSED WAREHOUSE SPACE 11,805 G.S.F. (20,175 G.S.F. (CHANGED TO OFFICE) - 31,980 G.S.F.) (2 LOADING SPACES PROVIDED) PREVIOUS OFFICE SPACE(NET) 63,200 S.F. (6 LOADING SPACES PROVIDED) PROPOSED OFFICE SPACE (NET) 79,340 S.F. (63,200 EXIST. + (20,175 x 0.80 FROM WAREHOUSE) = 79,340 S.F.) (8 LOADING SPACES PROVIDED) PARKING FOR WAREHOUSE: SPACES FOR EMPLOYEES 6 (BASED ON MAX OF12 EMPLOYEES 1 SPACE FOR EVERY 2 EMPLOYEES;) (REDUCED NUMBER OF EMPLOYEES BY 2 DUE TO REDUCED S.F.) SPACES FOR CUSTOMERS 2 _ TOTAL WAREHOUSE 8 SINCE 1 LESS SPACE IS NEEDED FOR WAREHOUSE, THE TOTAL NUMBER OF EXISTING SPACES FOR OFFICE IS INCREASED BY ONE TO 317. PARKING FOR OFFICE: PREVIOUS PARKING SPACES 317 (316+1 PREVIOUS W.H. SP.) PROPOSED PARKING SPACES 397 (317 EX. + 80 PROPOSED) 79,340 / 200 = 396.7 REQ'D FOR EXIST. OFFICE + REMODELED OFFICE SPACE (INCLUDED ARE TWO NEW HANDICAP SPACES, ONE OF WHICH IS REO'D.) TOTAL SPACES IN FUTURE: BUILDING AREA SPACES TOTAL WAREHOUSE 8 OFFICE 317 (EXIST.) + 80 (FUTURE) = 397 TOTAL 405 PROVIDED (INCL.10 HANDICAP SPACES) NEW LOT COVERAGE: BUILDING (EXIST. + FUTURE) 110,980 S.F. 2.55 ACRES 18.7% ((UNCHANGED) PARKING AND DRIVEWAYS (EX. + FUT.) 173,558 S.F. 3.98 ACRES 29.2% LANDSCAPED AND UNDEVELOPED AREAS 7.11 ACRES 52.1% TOTAL SITE AREA 13.64 ACRES 100.0011/L, THE MINOR AMENDMENT TO THIS PLAN PROPOSES THE ADDITION OF NEW PARKING AND LANDSCAPE PLANTINGS TO THE SITE. THE NEW PARKING IS NEEDED TO ACCOMMODATE A FUTURE REMODELING OF WAREHOUSE SPACE INTO OFFICE SPACE. THE CALCULATION OF -THE PARKING SPACE REQUIREMENTS IS SEED! I1\1 THE PROJECT DATA TABLE -TO THE [RIGHT. THE PROPOSED PARKING IS LOCATED IN FOUR AREAS. AS AN EX? LNSION OF THE PAIRKING LOCATED ADJACENT TO FIFTH STREET EXTENDED, ALONG THE ENTRANCE DRIVE NEAREST TO THE BUILDING, AS AN EXTENSION OF THE RADIAL PARKING ADJACENT TO FIFTH STREET EXTENDED, AND JUST OFF THE STAGE COACH ROAD ENTRANCE TO THE SITE. NEW PLANTINGS, WHICH EXTEND THE ORIGINAL CONCEPT, ARE PROPOSED IN THE NEW PARKING AREAS. ELSEWHERE PLANTINGS HAVE BEEN MODIFIED TO MEET CHANGING NEEDS. A PYRACANTHA HEDGE HAS BEEN ADDED TO THE SOUTH EDGE OF THE SITE AS AN ALTERNATIVE TO CHAIN LINK FENCING. 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONS FHUC (-ION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD. A PERMIT FOR SAID CONSTRUCTION SHALT_ BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NO -FED. 3. EROSION AND SII TA-T-ION 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. MAXIMUM ALLOWABLE FILL_ OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL -TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLAS ;11. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WIITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 10. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 1 1 . THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800-552-7001). 12. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 13. RELOCATION OF ANY UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 14. THE CONTRACTOR SHALL PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. 15. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION VAIITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". t 11 W (FORM :) E-"R � ,..� ofK. ,� L PERAT-10N NK N A 0 NAT L r , REMODELED IN TI-iE FUTURE FOR USE AS OFFICE SPACE MINOR SITE- PLAN AMENDMENT FUTURE BUILDING USE ADJUSTMENT DIAGRAM 17, ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF -THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 18. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 19. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH T-HE OWNER. -THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 20. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE CONSTRUCTION SITE. 21. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 22. BEFORE BURNING, BLASTING OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 23. THE CONTRACTOR SHALL PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLAtv;. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. SITE CONSTRUCTION 1. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUFPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER. 2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 3. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 4. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. THE PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM -TO VDOT STANDARD SB-1. 5. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH VDOT STD. ST-1. SANITARY SEWER AND WATER MAIN CONSTRUCTION 1 . WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY 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 GENERAL WA T I R AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY -THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, -1983, AMENDED JULY 1, 1989. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINIE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. Albemarle County, Virginia MINOR AMENDMENT County Submittal: AugLtst 8, 1995 Final Bid Set: J anuary 22, 1995 Minor Amendment Submittal: 3 November 1997 Revised 13 January 199 Prepared for: Wachovia dank c / 0 123 East Main Street Charlottesvitte, VA 22902 Prepared by: N1cKEE, C, RSUN CONSULI-I:\G E-N(IINFEKS - LANDSCAPE ANCI-IITFCTS r PLA .\EKS QUEF\ CTIA[\)L )TTE S( )UARE 250 E.AS I- I IIL;I I S I CII:�KLI)TTES\ ILLE, ll:� l�l:� 220m 8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-CEL PIPE INSULATION IN 3'X4' S[-IEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION -TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE -THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" [-TOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 12. VALVES ON DEADEN'_' ' 'NES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 13. WATER MAINS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM A SANITARY SEWER LINE OR SANITARY SEWER MANHOLE, MEASURED EDGE -TO -EDGE WHENEVER POSSIBLE. WHERE A WATER MAIN CROSSES OVER A SANITARY SEWER LINE, THE BOTTOM (INVERT) OF THE WATER MAIN SHALL BE AT LEAST EIGHTEEN (18) INCHES ABOVE THE TOP (CROWN) OF THE SAN. SWR. LINE. 14. ALL WATEP MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE SPECIFIED. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN PIPE LENGT[-IS IN ORDER TO ATTAIN THE REQUIRED RADII. 16. SANITARY SEWERS SHALL HAVE A UNIFORM SLOPE AND STRAIGHT ALIGNMENT BETWEEN MANHOLES 17. AS -BUILT CONSTRUCTION PLANS SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. THESE PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS BUILT PLANS. SURVEY -AND TOPOGRAPHY 1. BOUNDARY AND CONTROL SURVEYS WERE PERFORMED BY B. AUBRE`( HUFFMAN & ASSOCIATES OF CHARLOTTESVILLE, VIRGINIA. 2. AER',\L TOPOGRAPHIC SURVEY WAS PERFORMED BY JAMES BELL, L.S. OF MINERAL, VIRGINIA. 3. SURVEY DATUM: USGS. MEAN SEA LEVEL = 0.00. 4. BASIS OF BEARINGS: PLAT NORTH. 5. BENCHMARK: TOP OF ACCESS COVER OF MEDIAN DRAINAGE INLET ON FIFTH STREET EXTENDED APPROXIMATELY 600' EAST OF ITS INTERSECTION WITH OLD LYNCHBURG ROAD; ELEVATION 1146.05. _Proiect ata GENERAL: TAX MAP 76, PARCELS 54. 54P, 54Z, 54N1 SCOTTSVILLE MAGISTERIAL DISTRICT EXISTING ZONING: R-2 (ENTRANCE CORRIDOR GUIDELINES APPLY) PROPOSED ZONING: COMMERCIAL OFFICE (CO) OWNER,' DEVELOPER: JEFFERSON NATIONAL BANK MR, W. A. PACE, JR., VICE CHAIRMAN P.O. BOX 711 CHARLOTTESVILLE, VA 22902 (804) 972-1110 SOURCE OF SURVEYS: JAMES BELL, L.S. (AERIAL) AUBREY HUFFMAN & ASSOCIATES (BOUNDARY AND PHYSICAL) LOT COVERAGE BUILDING 110,980 S.F. 2.54 ACRES 18.6`% PARKING AND DRIVEWAYS 146,298 S.F. 3.36 ACRES 24.60/0 LANDSCAPED AND UNDEVELOPED AREAS 7.74 ACRES 56.70' TOTAL SITE AREA 13.64 ACRES 100.00/10 BUILDING STATISTICS: BUILDING SQUARE FOOTAGE 113,700 G.S.F. FLOOR AREA RATIO (FAR): 20 MAXIMUM BUILDING HEIGHT: 32 FEET EMPLOYMENT STATISTICS: MAX. NUMBER OF EMPLOYEES 1998: 256 (246 OPERATIONS, 10 SUPPLY) MAX. NUMBER OF EMPLOYEES 2003: 319 (309 OPERATIONS, 10 SUPPLY) PARKING STATISTICS: BUILDING AREA SPACES NOTES WAREHOUSE 7 BASED ON A MAX. OF 14 EMPLOYEES (1 FOR EVERY 2 EMPLOYEES) 2 REQUIRED FOR CUSTOMERS TOTAL WAREHOUSE 9 OFFICE 316 BASED ON 79,000 SF x 0.80 = 63,200 63,200 / 200 = 316 TOTAL 325 PROVIDED (INCL. 8 HANDICAP SPACES) 2-27-98 EIVG/NEEI';ING COMMENTS /-/3 -98 AI. SP.4 1;�EV/S/OMS 11-3-9-1 MINOR SI7-E l'L,41V ,4MEN®14E�AIT- /-22 - 95 A C 6' A. C0MME1,1TS ANbIO/�,1RCl-IITECT C0A-1x1EAI%5 /-/.9-35 DETAIL NOTES i2-�o-95 PF/e ARCHITI=CT //-29-95 PEACLIElVr REQUEST / 95 EIgoS/onf cOArrROL CONON/ANTS A AJD G Al Z ll-/-95 A.C.S.A,, EI?0510N COAITF�OL AIVU E/VrINEERINO COMMENTS COVER SHEET & NOTES LAYOUT PLAN 2-4 GRADING & UTILITY PLAN 5-7 LANDSCAPE PLAN 8-10 EROSION AND SEDIMENT CONTROL MOTES AND DETAILS 11 EROSION AND SEDIMENT CONTROL. PLAN 12-14 OFF -SITE SEDIMENT BASIN PLAN 15 STORMWATER MANAGEMENT PLAN 16 OFF -SITE SANITARY SEWER - MAIN "M" -17 OFF -SITE WATER LINE 18 STORM DRAIN PROFILES 1 9-21 SANITARY SEWER PROFILES 22 WATER LINE PROFILE 23 ENTRANCE DRIVE PROFILE 24 DETAILS 25-26 APPROVAL OF THIS AMENDMENT IS NOT AN APPROVAL OF ADDITIONAL BUILDING SPACE DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT /I 4 DEPARTMENT OF ENGINEERING DEPARTMENT OF .ZONING i /7 FIRE OFFICER ALBEMARLE COUNT`( SERVICE AUTHORITY VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION Le end BENCH MARK PROPERTY-R/W LINE SETBACK LINE EXISTING; CONTOUR INDEX CONTOUR BUILDING FENCE GUARD RAIL PAVEMENT TREE LINE WATER MAIN WATER VALVE STORM SEWER SAN. SEWER INLET MANHOLE UTILITY POLE TELEPHONE PEDESTAL OVERHEAD ELECTRIC OVERHEAD TELEPHONE EASEMENT PROPOSED: CONTOUR INDEX CONTOUR BUILDING FENCE BITUMINOUS PAVEMENT CONCRETE PAVEMENT CURB CURB W/GUTTER HC RAMP WALL WATER MAIN WATER VALE FIRE HYDRANT STORM SEWER SAN. SEWER GAS LINE INLET MANHOLE SWALE/DITCH RIP RAP EASEMENT PAINT STRIPING PAVEMENT BY OTHERS MOST RECENT REVISIONS DATED 11/29/95 ADDRESS CHANGES MADE IN REFERENCE TO THE REMOVAL OF THE RETAINING WALL AND TI Ir' rt r',-f1 A M1lA il'+ nl- TI Ir- n v'a I n ne'-n IT rZl -- AA A -r' /J / /A/.0 /!V I McKEDCARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS QUEEN CHARLOTTE SQUARE 256 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 2 Revisions: 10-17-95 AGENCY COMMENTS AND GENERAL REV/SIGNS //-3-'77 /I/A/0,T 51'r,6el-4AI, AV*-f1-f6"P1-f6A17- Scale: 1" = 20' Date: August 8,1995 Project No.: 9420 Designed By: MEK Checked By: RBM II Sheet No.: II mi r , /!V I McKEE/CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS QUEEN CHARLOTTE SQUARE 256 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 Revisions; t 10-17-95 AGENCY COMNIEMV A1VD GENERAL REV1510AIS 10.20. 95 /MSP C0MA451V i S lI - 3 - 97 M/A/O,P 5/7"E P4,4A/ ,41iAIEAIP "/FittT 113 -98 M S. P.A. 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P LAND PLAN'r xE,y il NOTES BASS SEED MIX SHALL BE REBEL II TALL FESCUE BLEND OR EQUAL AT 80 TO 90 %, MPROVED PERENNIAL RYEGRASS AT 5-10%, AND KENTUCKY BLUEGRASS AT 5-10%. PPLICATION SHALL BE 350 TO 400 LBS. PER ACRE, OD SHALL BE TALL FESCUE. EFER TO SPECIFICATIONS PACKAGE FOR ADDITIONAL INFORMATION. ADDITIONAL SIGNAGE MAY BE DESIRED BY CLIENT FOR TRAFFIC CONTROL. REFER TO LANDSCAPE ARCHITECT FOR IRRIGATION INFORMATION ONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLANT LIST WITH THOSE SHOWN ON LANS. EIGHTS OF ALL TREES SHALL CONFORM TO AAN STANDARDS WITH RESPECT TO ESIGNATED CALIPER, LANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED RADING. LANT SELECTION TO BE DONE BY LANDSCAPE ARCHITECT IF SCHEDULED TYPES OR ILES UNAVAILABLE. LANT LOCATIONS TO BE VERIFIED IN THE FIELD BY LANDSCAPE ARCHITECT PRIOR TO LANTING. i 7 -HIS 51-IEET TO BE USED FOR LAND5CAFE PURPOSES ONLY r S I McKEE/CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS QUEEN CHARLOTTE SQUARE 256 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 all oil ®n Revisions^:- , /0-/7-95 AGEN•fYCOMMENT-6 AND GENERAL /f5V15/0/+/.S 11-1 -95 A.C. S.A. COMMENTS I �3. 97 SITE PLAN AM,LcV0i NT 1-13.98 M•S.RA. REVISIONS Scale: 1„ = 20' Date: ' August 8,1995 Project No.:. 9420 Designed By: MEK s - Checked By: RBM I I shr=, Na, I I Of: 26 ­�---------- `::�:::: - . FF , 1 t._�___ ! —' ! `\ , I ri I i 9 T\ �� \ - _ / ,Yl/"r %,.. i"7' 1 /\1,� i » � 1 I I �' i i. I I , \ e \ \ \ \ , , — —, it I y i i i i 1 I \, 1' ,, � - ) \ --\. ) ) , _\ — , / a ., S EE7 lO __ __ _ \ \ _ / / / .� T \ ' ` r -) _ I I i I 1 1 !\ r - '� \ r \, \1 It ( '~' �7 // i r` i j j {r `'-.. 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I ° 1� , �� \ AT 80 TO 90 ° TALL FESCUE BLEND OR EQUAL �yy \ I , .4 /' / ;, h � '' : / IMPROVED PERENNIAL RYEGRASS AT - f 1 I I i' I \ �' 1 , \ \� \ i ® \, ' ✓ // , / I I I / s,• , 1 } , , \I \ o, 11 I I Ii I I( 1 \ `'. \ � \ f i -?'\ \ \ e ' a 1 ' `' &> r i , / I I1 I J i t :': , , \ KENTUCKY BLUEGRASS AT 5- o °' 5 10/ AND / -\' 1 0 NI I ! ! 1. \ - , \ \ \` \ 11/ ` ,S � 1 r I I\ I f I ,I,,:, 1 . , d , \ 10 /o. APPLICATION SHALL BE 350 TO i �\ , \\ er I / / " 1 1 t 1 I `t , 1 \ 400 LSS. PER ACRE. 1 / :{•�1\ I I i �i i , , � ..- ` \ `\' { \ % 'ill \ \ '\ \ \' ; t\ e , \\ I \ \ (' / / j 1 I I 1 ! i '.'�.' `` 'e \ R` ' C I I i , Ii 4'-t ! j '\ \ \ ', "/ (� '( \ �' -` \',- a\\ 1. , / / / I / 1 , I I , I 1 II'.�`i 1\' , , 1�-,4 \2. SOD SHALL BETALL FESCUE.{ I I II •I , I i f I .tj\ \ . 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P, A. 9EVIS16NS Scale: Zrr = 20'':. Date: . ggust 8,1995 Project No.: ,` 9420 Designed By. MEK Checked By: RBM ►r McKEE/CARSON CONSULTING .ENGINEERS LANDSCAPE ARCHITECTS PLANNERS QUEEN CHARLOTTE SQUARE 256 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 Revisions: IO- /7 -95 AGENCY COMMEIVT AND GENERAL.G REV/5I0105 /1-/-95 A.C.S.A. COMMENTS -!9 5 REV. PER 49CH/TE1�c //-3-97 S/TE PLAN AMENDMENT l -l3 -98 M. S P.A. REV/.5'LONS i, Scale: Y — 20' Date: > August' 8,1995 Project No.: 9420o-. Designed By: MEK Checked By:. RBM a Tree guying detail consists of 3 sets of tree stakes, wire and rubber hose as specified below, set 120" around plant pit. • 2-ply black rubber hose minimum length shall be 12`. • 1114 gauge solid wire shall be pulled taut. 4'-W All pruning is restricted to removal of dead and broken branclics and shall be performed under the supervision of university personnel. 2" mulch layer to be placed 2" from base of tree and cxtenct P-6" 13" minimum lcngdr tree statkcs set out within mulch ring. 2" CD :A4'— ��______, — ll�!WOM -Ft =-1-1' 1TI-I1L 1tI-U � l� i[1 iTl -ll��ll�- �111�1i1 Scarify tapered sides of plant pit. Pull burlap away from top c)f rootball and remove all synldietic Backfill as per specs: material from plant pit. Plaint I" - Note: Never cover the top of the 2" higher tlLui tic grade of rootball with soil; contractor shall surrounding area. be responsible for adequate drainage of plant pit. Rootball sliall rest solidly on undisturbed mound of subgradc. / TR'EE I"L AIV TI NG DETAIL SECT/ON N.7: S. • All pruning shall be restricted to removal of dead and broken brunches. • Never cover top of rootball with soil. • Planting beds shall be prepared as per specs. • Pull burlap away from top of rootball and place in plant pit. Removc all synthetic material from -plant pit and plant shrubs I" higher than the grade of surrounding area. Backfill as per specs. n �� 7 2" mulch Iaycr �JII I -;. — '1 - -., � ,-,•;• .r IIII= IIII_--��---_',i . ._ .. :y,,-::: •�y - _ r;;.:,°. ��:.:�---•III!-= I�I = L t 1= iT lI "�i� =, _ _ = _ ��'►'�1.-'''�il'I �.""� ft �� ��'' ,� - � ' �' � I I = i�i__ I I I ►1= -1 = Ili (�= (I —III= 1�= it -�( 1=1111=IIII=�111 _ I I= II=�_1111=11(i=�lll =-1J11=1111=1J 1�.1111=.1111�1111=1111=.1111= ITI1.=1�7TI=1 1=i111�1111=IIIl.=al11-1111= Scarify tapered sides of plant pit Rootball shall rest solidly on undisturbcdl mound of subgradc. Contractor shall be responsible for adequate drainage of plant pit S RU8 PLANTING DETAIL S E C T/ON N. T. S. 2" Mulch installed before plants _�l�J �:—Illil•:�....—llf,l ,•i:.n^��—:vll— l•• ! ll— J�) Ill l- ►I - —I f =111=-- _=' Subgrade 6" Deep planting bed containing 3 parts top soil to one part peat MOSS. GROUND C O V'E'R PLANTING sLGT/ON /V,T, S, 2" Base course - parking; 3.5" - entry road VDOT type BM-2 Prime coat 2" Surface course -parking; 1.5" - entry road %DOT type S �1 ? �. (Additive bid no. 7) ` 6" Compacted aggregate base 1 DOT "21A. Compacted subgradc III II—IIIII�IIII II�—IIIII ; SEC TION N. T S. 1/4" Sawed or tooled joint 6' o.c. or as shown on 1/2" Expansion joints shall be a bituminous plans. Depth shall be 1.25" or 25°0 of concrete material recessed 1/4" below top of pavement thickness. and 25' o.c. or less along length of walk Concrete walk shall have light broom finish Nlin. cross slope 1.5%; max. 2'/0 Ln � l 2� 6" x 6" 10/10 W.W.NI. with 2" minimum cover cP '• Expansion joint _ Compacted aggregate base —I I =III I I VDOT n21A Compacted subgradc TYPICAL CONCRETE WA L I,� SECTION sECT/ON N.T. s. �QRKIN0 LOT I 5' - 01; PLAINT/h16 DETAIL & �,4/WAIG LOT N, T S. t5ANKOPEi�ATIONS CENm EXTEND 7oi-wlL ¢ SEED/NG /Z"M/N. d5y01\1D TOPO1-SLOPE — �l"�674GG/�EGATE \ / O'- O" 50, MT511 /;�iG/D SCK,cE/,/ 2-4" VVIDr w/4" T&RN>Eo u1- To FIN/SHED G/'�4G�'. NO SCREEN 7D OE LEFT 450UE GROUND SURFACE GRAVEL ACC,5,55 WA\7 y' r,, GUTTER CR05S SLOPE TO MATCH VAR. PARK/NO LC7T PAVEMENT SLOPE. ..E --- :a C> DETA%L N. T° S. I� - -IIII- I � - t i � ` =fi I = rl l� (TYF ) /P )'? A P D / 7�C 14 SECTION N•T.S. PAVED DITCH SECTION 212 n DE TA - \5fCTION SEE DETAIL P01i� I-IANDRAIL INFO/�MATION ABOVE C_ONTINUOUS._W,ELD---_GRIND SM00W d r1LL ALL JOINTS - CONTjVACTOi� TO P/VOVIDE ALL SHOP DRAW/A/GS INSIDEfDOE_ of CU95 f /VOTAXl5 Vla dr. It. rl 0`\STAIR DETAIL �1sECT/ON -4 1. 'VD 0T STD PG-5 PA VED 017-CH Key IJefferson Quant National Bank Operations Center P L A IN T L I S T Botanical Name Common Name Size Remarks AR 7 Acer rubrum Tranksred' Red Sunset Nlaple 7-8' ht. B&B TC 180 Tilia cordata 'Greenspire Greenspire Linden 7-8' ht. B&B 18' o.c. TC1 18 118-10' ht. B&B 18' o.c. CC 4 Cercis canadensis Redbud 5-6' ht. B&B with compact habit and lateral branching structure CK 21 Cornus kousa 'National' National Kousa Dogwood 6-T ht. B&B CL 22 Cupresscyparis leylandii Leyland Cypress 6-7' ht. B&B FS 165 Forsythia suspensa Weeping Forsythia 24-36" ht. B.R. 8' o.c. HC 4595 Hypericum calycinum St. Johnswort 4" ht. 2.5" pots 12" o.c. IC 601 Ilex crenata 'Green Lustre' Green Lustre Holly 18-24" #3 cont. 4' o.c. IN 75 Ilex x 'Nellie Stevens' Nellie Stevens Holly 5-6' ht. B&B JN 937 Jasminium nudiflorum Winter Jasmine 18-24" #2 cont. 5' o.c. JC 82 Juniperus chinensis 'sargentii' Sargent Juniper 15-18" #3 cont. 5' o.c JV 14 Juniperus virginiana Eastern Red Cedar 5-6' ht. B&B PO 5 Platanus occidentalis Sycamore 2-14' ht. 1.75-2" ca B&B PC 500 Pyracantha goccinea 'Mohave' Tvlohave Scarlet Firethorn 3' ht. 30" o.c. B&B d RNI 23 Rosa meidiland 'Nleikrotal' P.P. 6087 Scarlet Nleidiland Rose 18-24" ht. #3 Cont. 5'-6" o.c. TB 634 Taxis baccata 'repandens' Weeping English Yew 18-24"ht. B&B 2694 Sod -fescue (in s.y.) 7513 Coronilla (in s.f.) - Hydroseed Crownvetch seed with 10% rye grass 471 Mulch (in cu. yds.) Dark, double -shredded hardwood JC/ to W11H OUICKSET I-1YDRAULIC CEMENT --- P/Vo I-AX/S / i 2'- D' I F, G. -ro F. G, v� k bR.-AI,,l =GT10 Tp-d -oUCq�i @TIaruG�A tlz IN GOV HOTF-G TE �R1N1� >ljUr��D Ili eAt Li lJl i�4 - sgDa Gu;za. l GUP-5AT INT✓�S�LTIi%N G= i% II ,I �I Ct 1 t3 Ti 4NS171ON4& FRO -- - - v =, Ti?-- 1�1 /4- 237/5'x NO "Etan -I� TO rpN1�, N CG-(0 I I I i CURB �ACAE TRAIV 51TI N AND 22 DRAI1S146Z: CI-IAI IVEL COYER EXF' JT. DETA/L- N. T. S r f .STEPL/GHT.S 1" y1GHX /&"LONG-SEc:OW�$j. 6Y S0077-TERN AIR, L/G1/TS //V r;1,5eR oP TJP, IH/DDLE 44 607T. STAIRS, ALL TREADS SI-IALL9AVEA / 57, WgSN L /P 6"COMPACTEQ AGGREGATE BASE VDOT421A ON COMPACTED 5U5GRAC,� CONcRETE 57A/,,W1ro'X6"-•114W.W.M, ANQ -#t-4 RE5-3,q;�' IN NOSING Of Z ,4CH );ZEA0.. / V2" M/N. COVL TR. N,TS. VARIES- 12' MAX.J 4' Exist Paver lent 2" Bituminous Concrete (SNT-2A)* 8" Aggregate Base (21A), Compacted Subgrade -For taper lane on 5th Street Ext, use: 1-1/2" SM-2A 3-1/2" B NI-2 TURAI L AIE 1 TAPER DETAIL SECTION N.T.S. MOST RECENT REVISIONS DATED 11/29/95 ADDRESS CHANGES MADE IN REFERENCE TO THE REMOVAL OF THE RETAINING WALL AND THE REGRADING OF THE ADJACENT SLOPE. MCKEE/CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS PLANNERS QUEEN CHARLOTTE SQUARE 256 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 804-979-7522 0 II Revisions: /O 17-35 AGENCY COMiL1ENT.,5 d GENERAL REVISIONS. I/-/-95 ERGS ION CONTROL -29-95REV./SION PEFi CL151VT //•3-97 SITEI-LAN ANJENDMEIVT / l3 98 M. S. PA. REV l,S101\IS Scale. As Noted D a t e.: _ August 8;1995 -Project No.: 9420 Designed by: MEK Checked By:, r R B M Sheet No.: of: 26