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HomeMy WebLinkAboutARB201900028 Plan - Submittal (First) Initial Site Plan 2019-05-097 SITE DATA 0 WNER: CKW 2, L L C 1747 EARL YSVILLE ROAD RLOTTESVILLE VA 22901 INITIA SIT P..AN CHA 1111111111 Id Id 1111H 11 HHHHuflulludiltill fliiiiiiiiiiii 11111111111111 DEVELOPER: BMC HOLDINGS GROUP LLC 400 LOCUST AVE, SUITE 3 CHARLOTTESVILLE, VA 22902 IC3 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 172 SOUTH PANTO PS DRIVE CHARLOTTESVILLE, VA. 22911 (434)- 977-8121 TAX MAP PARCEL No: 060FO- 00- 00- 003DO PARCEL AREA: 1.05 ACRES ZONING: C-1 ENTRANCE CORRIDOR AIRPORT IMPACT AREA CRI TI CAL SLOPES NEIGHBORHOOD MODEL DISTRICT USE: PROFESSIONAL OFFICES BUILDING HEIGHT: 35' MAXIMUM SETBACKS: FRONT- 5' MINIMUM (25' MAXIMUM) SIDE: 10' BUILDING SEPARATION REAR: 20' MINIMUM AREA SUMMARIES: TOTAL BUILDING COVERAGE = 6,775 SF (75%) TOTAL IMPERVIOUS COVERAGE = 14,099 SF (31 %) TOTAL OPEN SPACE = 24,908 SF (54%) MAGISTERIAL DISTRICT- JACK JOUETT MAGISTERIAL DISTRICT WA TERSHED: SOUTH FORK RI VANNA RIVER BOUNDARY SOURCE: PLAT "DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 7985, REVISED DECEMBER 20, 7985, RECORDED AT DB 875 PG 337. TOPOGRAPHY: SURVEY BY ROUDABUSH, GALE do ASSOCIATES - JAINUARY 2019 BENCHMARK: SANITARY SEWER MANHOLE TOP 670.77 AND TRAFFIC; BOX 614.79 DA TUM: HORZ.: NA VD 88 VER T : NAD83 FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN "ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DATE: FEBRUAR Y 4. 2005. PARKING REQUIRED: 13,550 SF x 0.8 = 10,840 SF NET OFFICE SPACE I SPACE PER 200 SF = 55 SPACES REQUIRED PARKING PROVIDED: 58 PARKING SPACES TOTAL 55 STANDARD SPACES* 3 ACCESSIBLE SPACES *3 SPACES RESERVED FOR TMP 60E-1 PER DB 7591 PG 160 LANDSCAPING: SEE SHEET 5 LIGHTING: 1. LIGHTING PLAN WILL BE PROVIDED FOR FINAL SITE- PLAN SUBMISSION 2. LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 3. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE-S AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. 4. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT THIS SITE IS NOT LOCH TED WITHIN THE WA TERSHED OF A PUBLIC WA TER SUPPL Y (RESERVOIR. GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE Of ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT' ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM( TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2: 1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95X OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T--99 METHOD A. WITHIN PLUS OR MINUS 2X OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD do BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE (PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. �'gIIIIIII'�) II'IIIIIIIV' IIIIIIIIIIIIIIIIpIIIIII 111111111-IIIIII IIIIIIIII' I (IIIIIIIIIIIi111111111111I1111► IIIIIIIIIIIIIIIIIIIIIII III II I IIIIIIIIIIIIl111Q) .II 1 I IIIIIIIiillllllllh ( I III II) I Ilpl IIIIIIIIIppIiIUIi11) IIIII. ,II�II� �IIIh► IIIIIIIIIIIIIIIIIIIII) IIIIIIIIIIIillllppll IIIIIIIIIIIIIIII111IIIIIII n' iI 1 III IIII I IIIIIIIIIIIIIIIillllllll III Illllll II IIIIIIII I IIII IIIII IIIIII IIIIIIIIIII Ii smiliIII1III P II IIIII ".1 I l I I I I I I J6 II III .IIL. I I I II II �IIIIIIIIIIIIIIIIIIIIIIIIiII IIII III. ,IIII IIIII, II I I I I � IIIIIIIIIIIIIIIIIIIIIIIIIII L. i d. II�IIIIIIIIIIIIIIII IIIII I IIIIIIIII I II I II . I I II IIIIIIIIIII d I IIIIIIIIIII IIIIIIIII IIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII (IIIIIIIIIII II IIILII�IIIII � �I, Illlllllllllll G C II � I COUN"ffirY, Illllll IIIIIIII IIIIIIII I!IIIIIIIIIIII. I VII II I I I I I I IIIIIIIIIIIIIII IIIIIIIIIIIIIII III IIIIIII I I I I I I I I I I I IIIIIIIIIIIIIII(IIIIIIIIIIIIII VIRGINIA I I Ipl IIIIIIIIIIII III IIII IIIIIIIIIIIIIIIIIIIII ul Illllllq! IIIIIIIIIIIIIIIIIIII lglliIIIIIIII((IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII(• I IIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIII IIIIII I IIII(IllI I I. (IIIIIIIIIIIIIIIIII I'jIIIII IIIIIIIIIIIIII! pI'I I'IIII it �( II IIII � I III �III.IIIIIIII!I' IIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIII(II IIIpl III II II u lIII al� IIi. II I II (II . II. I II I(I'I I I IIII II I II I I �l II I �.iI II,IIII IIII� , ILII IIIILIIIIIIIiII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII. .IIIII IIIII I �.IIIIIIIIIIIIIIIIIillil .IIIIIIIIIIIIIIIIIIIIIIIIII 1111411111pplll IIIIIIIIII!1111 � I IIIIII I L. (IIIIIIIIIIIIII i III I � I i .IIIII IIIII VICINITY MAP SCALE: 1 "=1000 FEET UTILITES & DRAINAGE SYSTEMS .UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE (UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY U11UTIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL N011FY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED IBY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE' SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. Ua 0 y O U y N m W N � Q0 z0 Ir UZ o`°�@' h 0 ti� >O 'K - Lu z U1 0 rr. W Z O tU -Q - 4z u) Et -� w w CO [: I de oe °N Q K a� w c� _ 0 0c U a) CO L4 C9 CO a0 �? i rz O 0 0 U- y a W ; �n U CO o Q Z o W 0� W �I;t co Q) rn d' w 2 z O W O �/ a W LEGEND EXISTING INTERMEDIATE CONTOUR 332 EXISTING INDEX CONTOUR __ 300 PROPOSED CONTOUR _... -20 ... EXISTING EDGE OF PAVEMENT Edo EP PROPOSED EDGE OF PAVEMENT EP X. C EXISTING CURE AND GLITTER - -- PROPOSED CURB AND GUTTER W TRANSITION FROM O - ROLL -TOIL C 6 € L-TAP EX 15 RCP EXISTING STORM SEXIER f 5" RCP PROPOSED STORM SEWER t' EXISTING SANITARY SEWER PROPOSED SANITARY SEWER s - s s PROPERTY LINK - - EASEMENT LINE ----------------- CENTERLINE - LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION PROPOSED SLOT ELEVATION +12.0 EXISTING TREE DRIFT LINE ✓ _. /,._,',,�,_,',.J EXISTING TREE PROPOSED TREE OAK DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILL.ED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFIL.LED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. & REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. & ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. EXISTING WATERLINE Wall TEE PROPOSED WATERLINE 1 TEE _w_w EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE - I ROPOSED WATER VALVE W W PROPOSED WATER METER O EXISTING REDUCER PROPOSED REDUCER WSW HANDICAP RAMP P (00-12) DENOTES LOCATION OF- STD, VD(YT' CC-12 A DIOR JURISDICTIONAL STANDARD RAMP CONSTRUCTION WARRING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK VEHICLES PER DAY COUNT 1,234 VPD PROPOSED STREET NAME SIGN � EXISTING SIGN �- PROPOSED SICK -� SANITARY MANHOLE IDENTIFIER 12 Lu o o Z _ I T 11. op STORM DRAIN STRUCTURE IDENTIFIER t 0 N A A U �C z ZccM� © > U Q J E­ w W O- u- Q < 0 m W QO L O U W O z z _ (.5 � z I ccO O w V DATE: 1 03-07-2019 SCALE: NA JOB: ISP FILE: 19.0125 SHEET: I OF 5 5b'0- N­1,& /-, C� c /�_ I (cl aimensions as touows: nine toot tv ) —wias sneiter witn SIX toot `6) all metal bench with back. 3. Each building on the property shall be rated a minimum of "Certified" (or demonstrated to the County's Director of Community Development's satisfaction to be eligible to receive such certification) under the LEED NC k SITE BENCHMARK Green Building Rating System for New Construction and Major Renovations. 4.The preliminary and final site plan shall delineate the Conservation and TMP 60E-1 Preservation Areas on the property. The owner shall replace trees that must nk OR DYNAMIC I N V S TM E N T be removed in Conservation Areas. Replacement shall be two (2) trees of CAPITAL ENTERPRISES I L f = / " ' similar species or quality for each removed or destroyed tree. All tree a; d replacement shall be in accord with the final landscape plan for the final ZONED: C-1 1 USE: OFFICE BUILDING y5 , �' site ..plan for the Property. r BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C2 64.64' 265.00' 13'58'33" 32.48' 64.48' S 04'19'46" E C3 97.24' 1696.02' 1 3'17'06" 48.63' 97,23' S 12'57'35" E C4 22.01' 60.00' 21'01'16" 11.13' 1 21.89' N 04'21'31" W C5 23.84' 60.00' 22'45'58" 12.08' t 23.68' N 27'29'12" E EXISTING s � SANITARY LIMITS OF AI SEWER DISTURBANCE -.. IF eut', zSa -00 n 390 1 43 ON 18' OP ,� 18"OAK � , �. . � X ' 12 POP 8°MPL , 2� I ' \ 8"OFK .,, � rGE: ++ X I �. d_ 1 a r OA 'Annual Rainfall (inches) 43 Target Rainfall Event (inches) 1,00 Total Phosphorus (TP) EMC (mg/L) 0.26 Total Nitrogen (TN) EMC (mg/L) L86 Target TP Load (lb/acre/yr) 0,41 Pj (unitless correction factor) 0,90 Totals A Sons B Sails C Soils D Soils Forest/Open Space 4.(l2 0.03 U4 0.05 Managed Turf 0.15 0.20 0,22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 *To be addressed by Filterra System and on -site detention structure a _ N m ND 2 a= ZO UqZ o m C)_ � V C) a F.'LL O Q� Jz Z OV jQ rZ ww Q 0 r _j ? V Q N �V ` J Z fr N W c pr U y, < r F� W C9 0 M v L ? CE x o� 0 oc OJ kW w LO U0 �w Q Z 0 W Orn W �y 4 CO V w Z C) W O a. �y Li", NO. a7—MAR-19 U J Q z z rr 0 U > J a. = r r w w wQ o- J � � Q w Q O 0- o z w z _U D aC ° O w C) DATE: 03-07-2019 SCALE: 1 ":20' JOB: ISP FILE: 19.0125 SHEET: OF 5 r PLANTING REQUIREMENTS STREET TREE REQUIREMENTS 1 LARGE TREE PER 40' STREET FRONTAGE (ENTRANCE CORRIDOR -HYDRAULIC) 248.5 LF OF FRONTAGE TREES REQUIRED = (248.5/40)= 6.2 TREES REQUIRED TREES PROVIDED = 6 1 MEDIUM TREE PER 40' STREET FRONTAGE (GEORGETOWN) 79.6 LF OF FRONTAGE TREES REQUIRED = (76.6/40)= 2 TREES REQUIRED TREES PROVIDED = 2 TREE CANOPY CALCULATIONS TOTAL SITE AREA = 1.05 AC (45,747 SF) PRESERVATION AREA = 0.27 AC (11,648 SF) NET SITE AREA = 0.78 AC (34,099 SF) 10% TREE CANOPY REQUIRED = 3,410 SF TREE CANOPY PROVIDED = 12,928 SF (37.9%) LANDSCAPED PARKING AREA REQUIRED 5%/1 TREE PER 10 PARKING SPACES AREA REQUIRED = 13,304 SF PARKING AREA * 5% = 665.2 SF AREA PROVIDED = 1,164 SF (8.7%) TREES REQUIRED = 35 SURFACE PARKING SPACES / 10= 3.5 TREES TREES PROVIDED = 4 TREES CONSERVATION AREA PLANTINGS 2:1 REPLANTING RATIO FOR EVERY TREE OVER 12" DBH TREES REQUIRES = 9 TREES REMOVED * 2 = 18 TREES TREES PROVIDED = 18 TREES DECIDUOUS TREE PLANTING DETAIL GALVANIZED GUY WIRE I i 1 I \� \\ 20` GALVANIZED. GUY WIRE SHREDDED HARDWOOD MULCH MIN. 3" DEPTH Y/`i TWICE /%ii BALL DIAMETER 2"X2" HARDWOOD STAKES RUBBER HOSE 2"X2" HARDWOOD STAKES REMOVE BURLAP FROM TOP 1/3 OF BALL iEARTH BERM iAROUND TREE STREET TREE NOTES & DETAILS NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 8. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE OWNER AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLANT SCHEDULE KEY QNTY. COMMON NAME BOTANICAL NAME SIZE NOTE 10—YR. TREE COVERAGE AREA SF TOTAL (SF) Canopy Trees AR 5 RED MAPLE Acer rubrum 2.5" Cal. B&B 425 2,125 AB 6 BRANDYWINE RED MAPLE Acer rubrum "Brandywine" 3.5" Cal. B&B 452 2,712 GB 4 COLUMNAR GINKGO TREE Ginkgo biloba 'Fasti iata' 1.25" Cal. B&B 14 56 KP 3 GOLDENRAIN TREE Koelreuteria paniculata 1.25" Cal. B&B 380 1,140 LS 5 SWEET GUM Li uidambar st raciflua 2.5" Cal. B&B 288 1,440 LT 3 TULIP POPLAR Lirodendron tuli ifera 2.5" Cal. B&B 430 1,290 C 5 SCARLET OAK uercus coccinea 2.5" Cal. B&B 419 2,095 Understory Trees __TFOgEST CC 1 2 PANSY gEpBUp 7—cercis ca 6'-7' Ht. B&B 1 124 248 Evergreen Trees IC 6 LIBERTY HOLLY Ilex x 'Cont ' 3'-4' Ht. B&B 10 60 TO 11 EMERALD GREEN ARBORVITA Thu'a occidentalis "Emerald Green" 3'-4' Ht. B&B 8 88 Shrubs BG 95 CHICAGOLAND GREEN BOXWOOD Buxus x "Glencoe" 24" Ht. Cont. 10 950 HQ 27 RUBY SLIPPERS OAKLEAF HYDRANGEA Hydrangea uercifolia "Ruby Slippers" 24" Ht. Cont. 12 324 VR 8 RED BALLOON VIBURNUM Viburnum x rh tido h lloides "Redell" 24" Ht. Cont. 50 400 TOTAL 12,928 SF g , AB r i f, , {r s q •.Y Y " q KP o �t I KP { 1 ' AB 2 • BG t 'L t VR HQ n3 { ' 1 ]B BG ` BG 7 ' 7 P� GB 1 • F0. i t ' 1 ..... �1 CONSERVATION AREA BGGB , 7 1 • . Yr ram...,. .•.�.., i f BG ' = f AB !11P HQ f:. ::. 7 F flc ?• . .F g / HQ CC / 1 J F BG -_ BG,r 7 f , ' r i l „ HQ 3 �C L 5 ,c %1 U a+ w � E--� O U Z) r 0 N m W Z Q0 c ^ O >LL Z e cc 41 J Z OU °C 2 jQ w Q O cj) r w p� "V v e O N e? QL0 WW �cc UN �. W W O Q � rc� �Z O� acCc aW Ow J IT� CO wL0 U0 /l �w cc z Q ti Uj 0 rn ct cy) It Z z O W a_ W f € I , { € i i I 1 = 3 ? € p 3 CL af zN ' I E o� j i � f f I Q o �Z,TH OF DAVID M. ROBINSON Lic. No. 56760 sv� 07-MAR-19 �ss10NAL U Q zrr cy) Z � J� U J � w J w zoW -i OQ Q LL o z W � z Z ~ O 0 l♦w V DATE: 03-07-2019 SCALE: 1 ":20' JOB: ISP FILE: 19.0125 SHEET: OF 5 5-