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HomeMy WebLinkAboutARB201400048 Plan - Approved 2014-04-02GENERAL NOTES EMPLOYEES: OWNER: 04500 -00 -00-11000 10, 250 SF 04500-00-00-11100 3, 090 SF FIRST GOLD LEAF LAND TRUST 5, 000 SF P.O. BOX 1333 65,650 SF CHARLOTTESVILLE, VA 22902 SF IRA VEL WA Y. 045- 00- 00 -11 OA 0 t7 I SF RIVER HEIGHTS ASSOCIATES, LTD. t; BUILDING. P.O. BOX 5548 SF PA VED: CHARLOTTESVILLE, VA 22901 SF APPLICANT- UNITED LAND CORPORATION U I z 2315 SEMINOLE LANE M CHARLOTTESVILLE, VA 22901 CONTACT MR. WENDELL WOOD a TELEPHONE. • (434)975 -3334 z i ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, ? CHARLOTTESVILLE, VA 22902 TELEPHONE: (434)293 -3719 U) FAX: (434)293 -2813 w w CONTACT MR. SCOTT COLLINS, P.E. J EMAIL: scot tiPcollins-engineering. com TAX MAP NO.: 04500 -00 -00 -11000 (D.B. 1894/ PG. 386) NO TE: PARCELS 45 -1118 AND 45 -111A (WHICH ARE WITHIN THE 04500 -00 -00 -11100 (D.B. 1894/ PG. 386) NORTHTOWN DEVELOPMENT) ARE NOT INCLUDED WITH THIS 1 04500- 00- 00 -11OA0 (D.B. 1894/ PG. 386) SITE PLAN. SEE THE EXISTING CONDITIONS SHEET FOR THE LOCATION OF THESE PARCELS AREA: 04500 -00 -00 -11000 - 8.187 ACRES w w 1 04500 -00 -00 -11100 - 5.930 ACRES J 04500 - 00- 00 -11 OA 0 - 0.740 ACRES ZONING. (HC) HIGHWAY COMMERCIAL, (EC) ENTRANCE CORRIDOR m w & (AIA) AIRPORT IMPACT AREA PHASING: PHASE I - EXISTING BANK AND FUTURE COMMERCIAL /RETAIL & OFFICE USES (6.63 ACRES) PHASE H - PROPOSED COMMERCIAL /RETAIL BUILDING AND FUTURE RETAIL (8.92 ACRES) SETBACKS: PUBLIC ROADS: BUILDING: 30' LU a i PARKING. 10' RESIDENTIAL ZONING: � o BUILDING. 50' w w PARKING. 20' UNDISTURBED BUFFER: 20' F-1 H COMMERCIAL ZONING: w w BUILDING. • ZERO <Y tY PARKING: ZERO BUILDING HEIGHTS: BUILDING HEIGHT = 28' -10" FROM GROUND ELEVATION TO TOP OF PARAPET WALL. BUILDING PEAK (FRONT FACADE TREATMENT) = 40' -0" FROM GROUND ELEVATION TO THE TOP OF THE STRUCTURE. NOTE.- SINCE THE FRONT FACADE IS EXEMPT FROM THE SETBACK PROVISION, THE BUILDING HEIGHT IS WITHIN THE ALLOWED 35' HEIGHT REQUIREMENT WITHOUT ADDITIONAL SETBACKS EXISTING /PROPOSED USE. • PHASE H - EXISTING SITE VACANT, PHASE A - PARTIALLY DEVELOPED (EXISTING BANK) PROPOSED USE. • 45,600 SF COMMERCIAL /RETAIL BUILDING ON PHASE H SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: THIS SI TE IS NO T L OCA TED IN A RESER VOIR WA TERSHED. TOPO & SURVEY- TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR ROUDABUSH, GALE & ASSOCIATES, FIELD VERIFIED IN SEPTEMBER 2012. BENCHMARKS.• 1. BRICKNAIL AT THE SOUTHEAST CORNER OF THE DROP INLET (EL. 457.79) 2. PAINTED SQUARE LOCATED AT THE NORTHWEST CORNER OF THE DROP INLET (45744). J. TOP OF SANITARY SEWER MANHOLE #4 (EL. 429.89) 4. SOUTHEAST CORNER OF CONCRETE SLAB AT PROPANE TANK (EL. 424.27) DA TUM. ELEVATIONS ARE BASED ON NAD 83 DATUM. EXISTING VEGETA TION: MOSTLY WOODED WITH PREVIOUSLY CLEARED AREAS. CRITICAL SLOPES: CRITICAL SLOPE IMPACTS WERE PREVIOUSLY APPROVED WITH THE PHASE I DEVELOPMENT PLAN WITH THE APPROVAL OF SDP - 2004 -024 AND SDP - 2004 -045. THIS WAS APPROVED BY THE PLANNING COMMISSION ON OCTOBER 18TH, 2005 AND THE BOARD OF SUPERVISORS ON NOVEMBER 9, 2005. SEE THE CONDITIONS OF APPROVAL FOR THE CIRITICAL SLOPE IMPACTS, LOCATED ON THIS COVER SHEET FLOODPLAIN/WPO BUFFERS: THERE IS NO 100-YEAR FLOODPLAIN ON THIS SITE. THE 25' STREAM„ BUFFER IS SHOWN ON THE PLANS. _- 1 _ _- r ACCESS. THIS SI TE ACCESS FOR PHASE Il IS FROM THE PRI VA TE TRA VEL WA Y THROUGH PHASE I OF THE DEVELOPMENT WHICH INTERSECTS ROUTE 29 AT THE EXISTING STOP LIGHT. LIGHTING. THE SPILL OVER LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF (112) FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3, 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRACTS SHALL NOT EXCEED ONE -HALF FOOTCANDLEE, SEE THE LIGHTING PLAN FOR THE FINAL LIGHTING PLAN DESIGN AND LUMINAIRE SCHEDULE. RETAINING WALLS: REDI -ROCK RETAINING WALL DESIGNS HAVE BEEN INCLUDED WITH THIS SITE PLAN. THIS WALL SYSTEM IS PROPOSED ALONG THE EXISTING STREAM BUFFER AND ALONG THE PROPERTY BOUNDARY AS SHOW ON THE CONSTRUCTION PLANS THE RETAINING WALLS CANNOT DISTURB THE UNDISTURBED BUFFER FOR A FOOTING OR REINFORCING GRID. IF REQUESTED, DETAILS WILL BE PROVIDED WITH THE RETAINING WALL BUILDING PERMIT APPLICATION THAT SHOW NO DISTURBANCE OF THE BUFFER WILL OCCUR. MECHANICAL/ HVAC EQUIPMENT- ALL HVAC UNITS SHALL BE ROOF AMOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. TRASH COLLECTION. DUMPSTER PROVIDED ON PLAN. ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. PHASING. PHASE IIA - (THIS PLAN) ONE (1) COMMERCIAL /RETAIL BUILDING & PARKING AREA. PHASE IIB - FUTURE COMMERCIAL /RETAIL BUILDINGS AND PARKING ADDITIONAL UTILITIES: WATERLINE AND SANITARY SEWER CONNECTIONS SHALL BE EXTENDED INTO THE PHASE lI PORTION OF THE SITE FOR THE PROPOSED DEVELOPMENT ALL TIE -1N CONNECTIONS TO EXISTING UTILITIES ARE LOCATED ON-SITE. 4. STORMWA TER MANAGEMENT FACILI TY.• PROPOSED BIO -FIL TER SHALL .ACCOMMODATE STORMWA TER MANAGEMENT REQUIREMENTS. SEE WPO PLAN FOR THE STORMWA TER MANAGEMENT DESIGN & SEE SHEET 8 FOR THE IMPERVIOUS AREA QUANTITIES. BUILDING SUMMARY BY PHASES: PHASE 1 BUILDING SUMMARY- EMPLOYEES: 30 EMPLOYEES AT ONE TIME RETAIL USE: 10, 250 SF BANK USE: 3, 090 SF FOOD USE: 5, 000 SF OFFICE USE: 65,650 SF PHASE lI BUILDING SUMMARY.• SF IRA VEL WA Y. RETAIL USE: 45,600 SF GROSS FLOOR AREA: 129,590 SF GROSS LEASABLE AREA: 103, 672 SF PARKING. PARKING REQUIREMENT FOR A SHOPPING CENTER = 4.75 SPACES PER 1000 GROSS LEASABLE AREA: PHASE I REQUIREMENTS: 67,192 GLA REQUIRED SPACES. 320 SPACES PROVIDED SPACES 322 SPACES PHASE H REQUIREMENTS: J6,480 GLA REQUIRED SPACES. 174 SPACES PROVIDED SPACES. • 208 SPACES (NOTE. • ADDITIONAL PARKING SPACES PROVIDED FOR FUTURE COMMERCIAL /RETAIL BUILDING. A TOTAL OF 209' ADDITIONAL PARKING SPACES CAN BE PROVIDED, THEREFORE THE 208 SPACES MEET THIS REQUIREMENT.) MAXIMUM EMPLOYEES: 30 EMPLOYEES AT ONE TIME (PHASE Il RETAIL BUILDING) BUILDING SEPARATION: BUILDING SEPARATION SHALL BE A MINIMUM OF 10'. SITE PLAN AMENDMENT RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' CURRENT OWNER /DEVELOPER FIRST GOLD LEAF LAND TRUST P.O. BOX 1333 CHARLOTTESVILLE, VA 22902 TOTAL PHASE IIA PAVED PARKING & VEHICULAR CIRCULATION AREA = 121,014 SF IMPERVIOUS AREAS. PHASE I (EXISTING & FUTURE): BUILDING. 36,287 SF PA VED: 122,754 SF PHASE IIA: 3 LANDSCAPING PLAN BUILDING: 46,492 SF SIDEWALK: 6,252 SF PARKING: 35,771 SF IRA VEL WA Y. 85,,243 SF PHASE IIB (FUTURE): t; BUILDING. 33u 041 SF PA VED: 76, 322 SF TOTAL (EXISTING, PROPOSED & FUTURE): BUILDING. 115,820 SF (187) PA VED J26,342 SF (507) OPEN. 212,414 SF (327) PROJECT ENGINEER FIRE DEPARTMENT NOTES 1. CONSTRUCTION TYPE IS MASONRY NON- COMBUSTIBLE (ISO CLASS 4, IBC TYPE IIA). 2. KEY BOX IS REQUIRED BY THE FIRE DEPARTMENT. THE FIRE DEPARTMENT SHALL BE CONTACTED DURING CONSTRUCTION TO DETERMINE LOCATION. COLLINS ENGINEERING 200 GARRETT STREET, SUITE K. CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 293 -3719 -�r hF��TpN \Rid RpghTS FR v � v � O c1^ CV 0 off, °e,�o Q SITE Vv VICINITY MAP SCALE: 1" = 21000' Sheet List Table - SITE PLAN Sheet Number Sheet Title 1 COVER 2 SITE PLAN 3 LANDSCAPING PLAN 3 TOTAL NUMBER OF SHEETS Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PROPOESED 3:1 SLOPE EMBANKMENT BELOW THE ACCESS ROAD 1� AND BIO- FILTER. EXISTING 54" PIPE TO BE EXTENDED TO THE TOE-OF--SLOPE OF THE'EMBANKMENT. A2 ADDED AN ENTRANCE SIGN - AMENDED WITH ARB APPLICATION. i•3OR LEGEND �___________�_.I EXISTING CULVERT M CUL VERT Q DROP INLET & STRUCTURE NO. w,-4 CURB T CURB & GUTTER --------- - - - - -- 200--------- - - - - -- PROPOSED PAVEMENT 20o EC -3A DI TCH 6» DEPTH OF EC -3A DITCH �— EC -2 DITCH 6" DEPTH OF EC -2 DITCH APPROVALS DATE, DEPARTMENT;OF COMMUNITY DEVELOPMENT DEPARTMENT CAF FIRE RESCUE ALBEMARLE. COUNTY SERVICE AUTHORITY VIRGINIA.. DEPARMENTI' OF TRANSPORTATION HEALTH DEPARTMENT Ikeaarding reouest foamodiR atiga of SeetitSnR?a LriaEiow acdv on ctitieat sloueg. The aitieKl slopes waiver for Notthtown Center was approved based on the finding that the strkt appll.atlonof the requirtmeuts of Section d 2. would not forward the pti,"ses of the chapter that otherwise seise the peblio health, safety or'"I fpre, or that alternatives, proposed by the developer would sati;{y must: purposes atieastto an twivaitnt degree, subject to the foilawing conditions: rlurrlw]wa Coruce P;x jra aaia�i ysy iirtis I. In addition 0 all other ; rosion and sediment rwri"t measures that may be required by the Water Yiutactiun Gr linartce, the applr`wnta}tail provideMOSivaandsediment controltneasusus w assure; to the satisfaction of the Program Authority, that iris providing high, levels dfeffwivcn= in oraurolling Sediment duffing construction, Thtme measures shall include, but not be limited to, a. A construction sclicduk °that minimizes. the duration of disturbance {e;g., phasing or the giros un and sadicuent con(rvi platy }'.. b. ttsmp high efficiency sediment basins icsigned to include the use of flocculants; c. Matting exposed 'slopes as.determirted appropriate by the Program Authority. d. Then' conuactvc ,siaflFwvcit Responsible Land Disu bee(" FLT ".'t,onthe site throughoutth- period during whichthesin, is underconstritWon. The "RLD ":shalt maintaiuu daily erosion artd sediment control Inspection logdemonstrating that erosion and sediment control measures are cuing eloseiymooltcoO. and deficianeies arc boing quickly repaired. The "RL[y "shall nssu[e that all control measures are beingmaintaincd in optimal condition, 'I7te cog shall tie nurdd avul"Ib for inspection by the F.rograrri Authority at any during regular bus.ineae hours. e, if determined to be necessary by the P ogr in Authority, the surety required by Albemarle County Code Section 17 -207 shall includeananwtuAdetarmined by theP'rogramAuthority to be reasonairiy ncGCSSary to take oarrectire action to tepairor rgstuta duvrsrstrearn ptuperiies damaged during. construe #ton, layrunuffursedintvnt. 2, In addition to all *oiher'storm water manWrtioii tequ{s vents that. may be required by ilm Water Frotectiva Winuncei a, fire skrrmMatermanxtgemantplan shall include additional measure5Actemtinod by the Program Authority to b= necessary In order to capture, to the maximum extent practical; the runoff from the slte,,both during and after construction: b, 31tslonuwatermatagemsntplan shall include sueasairstoprevent to the fuiliestexmnipmlble,. damaging conditions to downstream properties and receiving waterways from occurring as a result of the development of thu site, both during and after construction. c. In order to allow the?rogram Authority to develop appropriaW rn m3ures to sAti*paragraplaS (a ) . and {b) of this condition. the applicant shall submit data dcmonstrafing the peak flow of runoff from the site and the peak flow of runoff coming onto the site: [Albemarle County Codes cc i t7 -31 17 -314 D S tons . 4 )l 3. In the plan during construction the s'eq uenee ofilie storm water managern,cnt addresses the switching over of the stream flow, ,if arty; d. In conjunction wills the final site plan, sufficient landscaping and screen ing shall be provided to scr"n adjacent residential properties from areas of disturbed critical slopes; and 5. All of the other condition's recommended by staff: SCOTT R. COLLINS'?. Lic. No. 035791,E I cNAL E� z 0 a U U) w 0 z 0 w atf z O w a H � V) H W ce EARTH DITCH M DRIVEWAY CUL VER T # BENCH MARK w,-4 CLEARING LIMITS T VDOT STANDARD STOP SIGN --------- - - - - -- 200--------- - - - - -- EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �— TBC DENOTES TOP /BACK OF CURB a TAB DENOTES TOP OF BOX Ikeaarding reouest foamodiR atiga of SeetitSnR?a LriaEiow acdv on ctitieat sloueg. The aitieKl slopes waiver for Notthtown Center was approved based on the finding that the strkt appll.atlonof the requirtmeuts of Section d 2. would not forward the pti,"ses of the chapter that otherwise seise the peblio health, safety or'"I fpre, or that alternatives, proposed by the developer would sati;{y must: purposes atieastto an twivaitnt degree, subject to the foilawing conditions: rlurrlw]wa Coruce P;x jra aaia�i ysy iirtis I. In addition 0 all other ; rosion and sediment rwri"t measures that may be required by the Water Yiutactiun Gr linartce, the applr`wnta}tail provideMOSivaandsediment controltneasusus w assure; to the satisfaction of the Program Authority, that iris providing high, levels dfeffwivcn= in oraurolling Sediment duffing construction, Thtme measures shall include, but not be limited to, a. A construction sclicduk °that minimizes. the duration of disturbance {e;g., phasing or the giros un and sadicuent con(rvi platy }'.. b. ttsmp high efficiency sediment basins icsigned to include the use of flocculants; c. Matting exposed 'slopes as.determirted appropriate by the Program Authority. d. Then' conuactvc ,siaflFwvcit Responsible Land Disu bee(" FLT ".'t,onthe site throughoutth- period during whichthesin, is underconstritWon. The "RLD ":shalt maintaiuu daily erosion artd sediment control Inspection logdemonstrating that erosion and sediment control measures are cuing eloseiymooltcoO. and deficianeies arc boing quickly repaired. The "RL[y "shall nssu[e that all control measures are beingmaintaincd in optimal condition, 'I7te cog shall tie nurdd avul"Ib for inspection by the F.rograrri Authority at any during regular bus.ineae hours. e, if determined to be necessary by the P ogr in Authority, the surety required by Albemarle County Code Section 17 -207 shall includeananwtuAdetarmined by theP'rogramAuthority to be reasonairiy ncGCSSary to take oarrectire action to tepairor rgstuta duvrsrstrearn ptuperiies damaged during. construe #ton, layrunuffursedintvnt. 2, In addition to all *oiher'storm water manWrtioii tequ{s vents that. may be required by ilm Water Frotectiva Winuncei a, fire skrrmMatermanxtgemantplan shall include additional measure5Actemtinod by the Program Authority to b= necessary In order to capture, to the maximum extent practical; the runoff from the slte,,both during and after construction: b, 31tslonuwatermatagemsntplan shall include sueasairstoprevent to the fuiliestexmnipmlble,. damaging conditions to downstream properties and receiving waterways from occurring as a result of the development of thu site, both during and after construction. c. In order to allow the?rogram Authority to develop appropriaW rn m3ures to sAti*paragraplaS (a ) . and {b) of this condition. the applicant shall submit data dcmonstrafing the peak flow of runoff from the site and the peak flow of runoff coming onto the site: [Albemarle County Codes cc i t7 -31 17 -314 D S tons . 4 )l 3. In the plan during construction the s'eq uenee ofilie storm water managern,cnt addresses the switching over of the stream flow, ,if arty; d. In conjunction wills the final site plan, sufficient landscaping and screen ing shall be provided to scr"n adjacent residential properties from areas of disturbed critical slopes; and 5. All of the other condition's recommended by staff: SCOTT R. COLLINS'?. Lic. No. 035791,E I cNAL E� z 0 a U U) w 0 z 0 w atf z O w a H � V) H W ce � z w 0 U i z 0 U w w m J a i w a U) ! W M M t d 'er w,-4 T-1 ,-t Z z w w a T t; o -%D— 0 0 J U U I z h M l a z z i U ? U U U) to w w w J J , 1 z < w w 1 J ; Q m m w -' LU a i � o w w F-1 H w w <Y tY � z w 0 U i z 0 U w w m J a i w a U) ! W M M M d 'er w,-4 T-1 ,-t . -1 , -t a T t; o -%D— ;Z� i:�_ h M NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE -IN ROAD CONNECTIONS FOR PAVEMENT AND CONCRETE CURBING WITH THE EXTENSION OF THE ACCESS ROAD TO PHASE II. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND /OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. 2. CONTRACTOR SHALL VERIFY PAVEMENT ELEVATIONS AT THE SANITARY SEWER MANHOLES TO ENSURE THAT G L PH LT CA CA/A-rInKI0 MANHOLE TOPS ARE CONSISTENT WITH THE PROPOSED PARKIN OT AS A / i TMP 4513- 1 -P -12 3. ALL DISTURBED AREA FROM THIS PROJECT SHALL BE STABILIZED AS PART OF THE SCOPE OF WORK OF THE PROJECT. Z / TMP 45C- 1 -P -11 / N/F BRUMBAUGH STABILIZATION SHALL INCLUDE RE- SPREADING 4" TO 6" OF TOPSOIL OVER GRADED AND DISTURBED AREAS AND SEEDING i 'b,� N/F BANCROFT ZONE: R2 AND STRAWING TO ESTABLISH A GRASS STABILIZED AREA.,. TMP 45C- 1 -P -10 / ZONE: R2 / USE: SFD 4. SLOPES STEEPER THAN 3:1 SHALL HAVE LOW MAINTENANCE (NOT GRASS) GROUND COVER. SEE LANDSCAPE SHEET �' N/F DOLZER USE: SFD #2923 TMP 45C- 1 -P -13 TMP 45C -1 -P -9 ,° ZONE: R2 #2925 DB 1005 PG 344 N/F HAMILTON 5OR .LOLL ACOCESSS AND UTIIL TY EASEMENT ARE SHOWN ON THIS SHEET. THE ACCESS EASEMENTS ARE 24' WIDE AND 20' / N/F ZONE: R2 R / USE: 927FD / DB 1006 PG 681 / ZONE: R2 WIDE AS SHOWN. THE UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE PROPOSED UTILITY PIPES. SEE SHEET 4 FOR I USE: SFD DB 1630 PG 654 USE: THE LOCATION OF THE 20' DRAINAGE EASEMENTS AND VARIABLE WIDTH STORMWATER MANAGEMENT EASEMENTS. #2929 / /- ' // / J f/ / ' / // �' -� DB 1038 PG 42 6. ALL FILL MATERIAL SHALL BE COMPACTED AT 95% COMPACTION AND TESTED DURING THE PLACEMENT OF THE FILL. DB 2107 PG 115 _ 1 �. /� / /� ' ✓ , COMPACTION LIFTS SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE - `� �// f/ , �' ` = THAN 8 INCHES IN THICKNESS BEFORE COMPACTION, IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATIONS. STONE BACKFILL MAY ALSO BE USED FOR FILL BEHIND THE PROPOSED RETAINING WALLS. ~ �.. '', \ �. ROJEG�[ BOUND RY 7. SEE GRADING PLAN AND NOTES AND DETAILS SHEET FOR FURTHER INFORMATION ON THE PROPOSED REDI -ROCK `� ` �-'J / -' -,/ � � � J_ � �,._.: ��� /. -� / \ PA ti _ p RETAINING WALLS SHALL HAVE A COBBLE FACE AND HANDRAIL/GUARDRAIL THE `� _ _: ::::: } AN RETAINING WALLS. ALL REDI ROCK RETA G� -,_:_ . i �% / / / TOP OF THE WALL. THE REDI -ROCK WALL SHALL BE EXTENDED BELOW GROUND A MINIMUM OF 18 ". FINAL DESIGN OF THE ` �` - - a 2p /UNDISTU13B� BF-- - -�� REDI -ROCK RETAINING WALL SYSTEM SHALL BE COMPLETED BY A STRUCTURAL ENGINEER AND SUBMITTED TO ALBEMARLE `�, \ _�.- 1y "'� ; ' i, , ' ','� '� i �� l r / ---7- COUNTY FOR A BUILDING PERMIT. At t . �\ # "_ 8. ALL PARKING SPACES SHALL BE 18' DEEP. THE WIDTH OF THE PARKING SPACES VARIES BETWEEN 9' WIDE AND 10' _. \ �: !� `/ / / / A13K SITE LAN F R THE LOCATION OF THESE DIFFERENT PARKING SPACES. ~' ' \ ' ` 'MA ' ' j� ` WIDE SPACES. SEE THE S P O BE C 9. BUMPER BLOCKS SHALL BE A MINIMUM LENGTH OF SIX (6) FEET, A MAXIMUM HEIGHT OF FIVE (5) INCHES, AND SHALL LOCATED AT SOUTHEAST E ELY ANCHORED INTO THE PAVEMENT IN AT LEAST TWO 2 LOCATIONS CORNER OF THE CONC. PROPANE TANK _ BE S CUR A O I I ' (*ET 10. THERE IS A 30' ACCESS EASEMENT PROVIDED FROM PHASE I THROUGH PHASE IIA TO THE LIMITS OF PHASE IIB. IF I (ELEVATION- 2T) �� ', t ( ( I I , / PHASE IIB IS EVER SUBDIVIDED FROM PHASE IIA, THEN THE TRAVELWAY LOCATED WITHIN THIS ACCESS EASEMENT WOULD / a:;_ )3' I 3 ' 3 y i, ` I I I ' 1�'/ /E '1 } NEED TO MEET THE PRIVATE ROAD STANDARDS. I -- ` �� .' 'F�i t ' '� I I I j ' / / � �_ � ' EXISTING 1 f 11. ALL UTILITY EASEMENTS, INCLUDING WATER AND SEWER EASEMENTS AND FACILITIES, SHALL BE DEDICATED TO '� _ ^� 'I WETLANDS_ 3 � 1 I I I ! 1 1 ' l � H E 11 B % / X �' PUBLIC USE AND THESE UTILITY EASEMENTS SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. �, TMP 4 N /F ry �IE: R1 E. SFD I I C I I I I i ( I i � I f I j I I P( O 460 #123` STREAM BUF E / GRAPHI SCALE DD 22o-2-PG 367- ` f 40 0 20 40 80 160 ( IN FEET 1 inch = 40 ft. 1.__ �' TMP 4581 -1 -A -2 / / 11 EXISTIN STREAMLIN N/F BURTON 11 `3} �` i ZONE: R1 USE: SFD #103 DB 1595 PG 6$ \ EXISTING REDI -ROCK WALL TO REMAIN ✓ VL3 >� I i % �. I I I ' 1 - - --EXISTING REDI -ROCK _ I \ WALL TO REMAIN EXISRETAINING WALL MAX HEIGHT =22' I , ' I '' / It STREAM BUFFER <i ' r / �i� l J / \ \! �` EXISTING ' III/ / % / / I ,\ TMP 4561 -1 -A -1 WETLANDS N/F CRAIG, TRUSTEE DGE OF PAVEMENT \ ZONE: R1 USE: SFD / / �' I `• ` n< „�, I % ''�� / ` t #101 DB 2409 PG 1 ( ( LASS I RIPRAP 8UTFALL L=25', ( 1 W -22 , SECTION 2 ' /�O I/ /1 � ` `� ' I I ) j / ( EXISTING GUARDRAIL 11 "' _ ��" / �� 1�. TEMPORARY �SEDIMENT TRAP TING STEEL PI �I /71 �,, L� .q TM 45 -111 \ TLAN Q E SHALL BE REPLACED BY S / / 02 First Gol> Leaft�and Trust . I Q I ' CULVERT S ( 7 / DB 1894 -386 PROPOSED VDOT STD. EW -1 2- i TMP 45131 -8 -2 s �J / v 6.630Ncres HEADWALL W/ ENERGY DISSIPATOR 4 - L , N/F TURNER SEE DETAIL, THIS SHEET / 2 / .:NO' INSTALL A 3;1 SLOPE EMBANKMENT ZONE: R1 ` J�� / r �' \�O \ ` 143 r 40 ELOW THE BIO- FILTER AND ACCESS ROAD,*.". 1 1 // c7 . USE: SFD = /,c / /j� C\� �� I III I - -- � 6 :'...: �YrGnln TWP rA" ('I II \ /PPT PIPP AC CN(l1A/N TIytP 4513- 1 -A -26 N/F COAKI r= ZONE: R2 6'k: SFD N4 #2919 / DB 459 Pq 233 2" SQUARE GATE RAIL POSTS SHALL BE 4' O.C. FENCE POST (TYP.) RAIL GAPS SHALL HAVE A MAX. GAP 4" MAX. OF 4" & TOP OF RAIL AT WALKING GAP SURFACE SHALL BE A MIN. OF T -6" IN HEIGHT. SQUARE FOREST 4" MAX. GREEN ALUMINUM GAP PICKET (TYP.) NOTES: 1. GUARDRAILS ARE REQUIRED FOR DECKS, PORCHES & WALLS ELEVATED MORE THAN 30" IN HEIGHT. GUARDRAILS MUST BE A MINIMUM OF 42" TALL. 2. FASTENERS SHALL BE POWDER COATED #10 STAINLESS STEEL THROUGHOUT. 3. ALL WORK SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 4. PLANS APPROVED FOR PERMIT SUBJECT TO APPROVAL OF CONSTRUCTION. 5. RAILING SHALL WITHSTAND A CONCENTRATED LOAD OF 350 +Ibs AT A MINIMUM. 6. ALUMINUM ALLOY SHALL WITHSTAND A MINIMUM PRESSURE OF 35,000psi THROUGHOUT 7. PICKET SPACING SHALL BE 3 %" WIDE / TMP 45 - 1 -A -25 l / N/F HAN OLD ZONE: // USE: SF /r #2917 DB 2514 PG 361 EXISTING ACCESS ROAD 1 y" x 0.70" ALUMINUM FOREST GREEN TOP RAILING (TYP.) ti �/V SQUARE FOREST GREEN ALUMINUM SIDE WALLS (TYP.) TOP OF SEGMENTED RETAINING WALL w/ GEO -TECH. REINFORCEMENT. FENCE POSTS SHALL PENETRATE 1ST LAYER OF GEO -GRID NOTE: HANDRAILS SHALL COMPLY WITH ALL CURRENT VIRGINIA BUILDING CODE REGULATIONS. S6'flEalATIC OF RETAINING )r.4LL RAIL DETAIL NOT TO SCALE a.1 EC TION 1� SECTION 2 I I TMPl45131 -8 -1 fO ii. N/F I RST O / f fIII -► G LD LE�,F -LAND TRUST. . - I i w N J 092029 F- U SCALE fLy X N I o 1t` rL LU I r, I 1 F� , O r1 U7 N EXISTING RETAINING WALL 455 /00 YEAR EXISTING RISER 455 t W.S.E. =452. 2' I 10 YEAR 0.59' cV I W. S. E. = 4 0.59' - - - -- - - -� - - - - - - 2-YEAR ' 450 VV.S.E= 449.0. 450 450 I PRO 95% OSED J. 1 FILL COMPAC77ON 450 EXISTING GRf1DE I EXISTING GR Lk I �, 445 --= jI EX. WAL4 TO REMAIN 445 _ 445 - -�_ �___ y_-_445 _ - _ _ _ a . _ .: _ _ _ _ _ . - _ _ PfOPOSED GRAVEL I o _ _ < - - :- - ¢ _ B�KFILL - - - _ S NE AGGREGAT I : r 440 440 440 VDOT STOEW -1 440 TOM OF SWM W/ WING ALLS 80 ; TOM OF SWM - _ xd PROPOSED J. 1 FILL F I- PROPO ED 24 "THICK 95X COMPAC77 0N _ XISTING CONC. 435 GRAVEL TOE DRAIN EDI -ROCK BLOCKS KS VDOT STD. #57 STONE TACKED UP AG 435 _ ` __ FxlsrIN I AGGRE ( ATE 435 - fi t I- XISTING STR 20 (MI-1-1) _ - PROPOSED CLASS OUTLET PROTE II CTION 430 RIM =453.0 � WITH FILTER FABRIC TH = 22' INV. I1\1440.�4 I LENGTH 25', WI INV. IN= 448. ?9 I _ i PROPOSED X24" THICK 430 iINV. OUT =43 .14 EXISTING STR. 34 EXISTING 54° L. IV RCP (9 0.6% 430 M1 w - AT VDOT STD. 357 STONE 425 RI =449.0 I 422 INV. IN= 433.28 I EXISTING CONCRETE OUT ET P P E 4" LA ISS V W W M M O O 0 O � r- W W 0 (9 d O 00 00 00 O 00' O RCP PIPE 00 4 W LL. SLOPE = 0.6% 425 INV. IN = 430.00 425 INV. OUT = 429. 422 I 422 J J M M .0 .0 . O . rY W W LO 00 ,d a0 O � d' N LO O W LPL EC TION 1� SECTION 2 I I TMPl45131 -8 -1 fO ii. N/F I RST O / f fIII -► G LD LE�,F -LAND TRUST. . - I i w N J 092029 F- U SCALE fLy X N I o 1t` rL LU r L r, 'emu Y�'N� 1 F� , ..` xfi 'Cr`.. ...w.'.+n.. ,..:: ,:...: ,..... ..-.. ..ow b.,-• a JNV l ncrlr ,' - Y ::.3UV.I rw_nrt: rx`{L '.^...' ,51. -....' T '.'rx a9:'. „���:,, ✓"'" ' •8 I 6.. TOP.4R 9RT.TOM 4F BI,OCK�4UT AFTER -. SOLT: IS INSTALLED. ;t r- v. a. F .� G S P .� O T `y 6x8 WOOD ,POST > ROUNO WOOD POST SeCCIGri -0 -CIns l A3 Concref o Base SPEGFICATION '1C1�/QQ -[": SPECIFICATION ROD AND BRIXE STANDARDS STANDARD BLO4KED -OU T -LE"M GUfiDRA& REFERNCE REFERENCE STANDARD BLOCKED -OUT W -p EAM GUARDRAIL '�VDCIT' ROAD AND BRIDGE STANDARDS PROPOSED ENERGY DISSIPA TOR SHEET 1 OF z nv1514N DATE: (STRUNG POST >ss SYSTEM) 221 231 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATA SHEET 2 OF 2» 901.04 7/1i VIRGINIA DEPARTWENT OF TRANSPORTATION 505 545 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/1t 501.05 0 +50 1 +00 1 +50 2 +00 2 +50 CROSS SECTION #1 GRAPHIC SCALE 30 0 15 30 60 120 SCALE. ( IN FEET ) 1 Ir =30 / (H) 1 inch = 30 ft. l EXISTING ACCESS ROAD 460 0 +50 1 +00 1 +50 2 +00 CROSS SECTION #2 2 +50 TH 00� � �' SCOTT R. COLLINS'Z Lic. No. 035791,2 ��1 ��S`SjONAL E��,1 z 0 a U U7 w 0 z O v7 W V) F z 0 w Q 0 U) N W Ce V) z U-1 w Z J U O O a LU J J O g 4 ¢ O °- w w m m LU ¢ ¢ 1:e � Ce Z a a LLI LU �� V) I- z U-1 O U r 0 LU J LU m J LU a 0 w UJ w M M M ,- -i -I ri �t w 1-i i ,--I ,-I tz ¢ 'A Ln al 00 t1p n n M to a) M M N M LU N N iQ LIJ J J LLI O LU Q U U w V/ W NW e1..1.. 0 O z LLJ 0 z W Q LU F_ H Cn H (w V J I..L. ne W W U O r 0 Z a a T 0 m W ,H,^^ a V/ 0 0 lco", C N 2 m a T O v 0 O w N J 092029 F- U SCALE fLy X N rbv' rL LU r L r, I LU O r1 U7 N EXISTING RETAINING WALL 455 100 YEAR 455 t W.S.E. = 452. 10 YEAR 2' V/. S. E. =4 0.59' cV 3 - - 2 -YEAR- - - - -- - - -� -_ - - - - - - W. S.E. =4 4 9. 0, 450 450 PRO 95% OSED J. 1 FILL COMPAC77ON EXISTING GRf1DE 445 --= 445 _ _ - _ _ _ a . _ .: _ _ _ _ _ . - _ _ _ e _ _ PfOPOSED GRAVEL I _ _ < - - :- - ¢ _ B�KFILL VDOT STP. #57 _ S NE AGGREGAT I : r 440 440 BO TOM OF SWM xd F 435 XISTING CONC. 435 EDI -ROCK BLOCKS KS TACKED UP AG IN 1:1 LOPE. - 430 rv= 430 _F _ PROPOSED X24" THICK GRAVEL TO DRAIN 425 VDOT STD. 357 STONE 425 AGGREGAT 422 422 W W M M O O 0 O � r- W W 0 (9 d O 00 00 00 O 00' O d N 00 4 W LL. 0 +50 1 +00 1 +50 2 +00 CROSS SECTION #2 2 +50 TH 00� � �' SCOTT R. COLLINS'Z Lic. No. 035791,2 ��1 ��S`SjONAL E��,1 z 0 a U U7 w 0 z O v7 W V) F z 0 w Q 0 U) N W Ce V) z U-1 w Z J U O O a LU J J O g 4 ¢ O °- w w m m LU ¢ ¢ 1:e � Ce Z a a LLI LU �� V) I- z U-1 O U r 0 LU J LU m J LU a 0 w UJ w M M M ,- -i -I ri �t w 1-i i ,--I ,-I tz ¢ 'A Ln al 00 t1p n n M to a) M M N M LU N N iQ LIJ J J LLI O LU Q U U w V/ W NW e1..1.. 0 O z LLJ 0 z W Q LU F_ H Cn H (w V J I..L. ne W W U O r 0 Z a a T 0 m W ,H,^^ a V/ 0 0 lco", C N 2 m a T O v 0 O w N J 092029 F- U SCALE fLy X N rbv' rL LU r L r, LU LU O r1 U7 N JOB NO. E 092029 41 SCALE o AS SHOWN ° c SHEET NO. o 2 a 3 r il il n z J J J 0 c C V C 3 a axi 0 3 o+ Y N C U N O O v 0 o, v O V i N C V D 0 C .N 0 REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING LU.GO' SECTION Landscape Notes GUYING DETAIL CONSISTS GUYS,SET 120' AROUND IT PIT ON "UPHILL" SIDE .-R TO TREE <ING DETAIL PACT EXCAVATED SOIL =ORM ROOTBALL PIT DOWNHILL SIDE OF TREE `JCH EDGE AROUND RE AREA TO BE ,HED -R TO FOOTBALL PIT AIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE N.T.S. 12 SECTION I� NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS /DETAILS /SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRU (AS SPECIFIED 0 DRAWING: RENCH EDGE AROUND NTIRE AREA TO BE ULCHED BACKFILL TO TERMINATE — AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF — ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANNING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE 1 VATS REFER TO TREE STAKING DETAIL ROOTIBALL BACKFILL WITH CULTIVATED, GAND OR NON-BIODEGRADABLE `\ �� / / PRI EIXCAVATIONRIFF LOOSE, IF ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH. ✓,: BURLAP FOOTBALL WRAPPING ACCEPTABLE TOPSOIL TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL 7 AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT AT LEAST 1/2 DISTANCE DOWN BACKFILL IN LIFTS BY FOOT. % ROOTBALL. WATER THROUGHLY AT 1/2 DEPTH. SCARIFY BASE OF PLANT PIT / WHEN EXCAVATING PIT. BREAK RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO r, J' ! 721 I= IIIII`IIIII HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED J J J J / ``, I wr /r„ \ SIGN LANDSCAPING DETAIL =IIII - lI{II= =IIUI- VIII`IIII= IIII=IIII II(II`IIIII =IIIU- NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO \ \\ '.: - °III -= 11111- 1- 11141 -1{11= IIII = IIII -= III1011 IINI= DRAINAGE) PLANT PLACEMENT SCALE: in =1Ol) " =llfl IIII= 11411= IIIIL= IIi�I. = 11(11_ NOTES: C 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT /Jj*� REFER TO FOOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. f f/ 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. PROPOSED 3 SHRUB PLANTING ".ao, 4 ROOTBALL PIT Lo TREELINE g SECTION N.T.S. 12 SECTION N.T,S. PROJECT BOUNDARY / - EXISTING r !J WETLANDS!` 1 �._ 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION ` .�� ,,4 \f, , ` � OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER i i3 , S THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA , _ '� I LIMITS OF{ NURSERYMEN S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE. , , i DISTURBANCEI -� VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. - -, v.: -. TREE PROTECTION FENCE , t 'L TREE PROTECTION FENCE 2. 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. County of Allxularle Conservation flan Checklist -'To be placed an Lxidlscape Plans (Handbook, pp J11- 2lW111 -297 for cowplcle spcciiicatiPns) 1, 'The toliorvina lttmv shat) be +hown an thealaw 0 Ttees to be saved, ® Lintits of cleruirrk, (ouzsidt drphn� of trei�lta bis snved), ® Loaaftort artd typo of protecliva fatting; ® Grade cluutgesrequiring tree wallaorwalla; � PrapaQed 4enchittg, urfmuseluig tie }'oadlltetittliC$ttCbleruitig, 2. lrarkinss: ZI All trues to be saved shall be matted with ptint or ribbon at a height clearly vistblt to equips €tut op "ors: © No y radiug shall begin until the tree utaAiirg has been JnspoeteJ and approved by a Coutity Inspector. a. Pre- !'onskruettott t•onterencc: �1 'frt�presarvatiun and prafectiun nacttstuus shalll Ge reviawed rviUtllhe.catthacfarcan slit; 4. 'Equipment 'Operation and Storage: 1{eavy`ar{utpmatt, vaiticulai' ltat3ic. tad storage vt'ccustru.tivrtmaterials including aaii'sftxtil tent � petmi�ted �,rithirt tho tirs`plin4� of trv�s to bt:saved: S. 'Son troalen and Stornnvater nelenNan Nrvk"t Iii such devices sltnli not adversely all`ect trees to be saved, 6. 'Fires: :0 Fresare not pmWttW %vidiin too feet of the dripline of trees to be saved. 7. i)'oxic Alateriais: Ej Toxio nutterials shall not W atotud within 100 feet of the dripl'utt of I1ves tow snvw, S. Protective Fencing! � '!'rtes t® boretained within 40 feet al' a proposed bruliiirrg orgrading aclivaity sluill bt protee "Etd by'fencltig. � Ftityii>& shall be,il placs?,aird sltult bt irisp�ted rrttidappraved by n Cauttty lfiapcctar pr7ur to grnditg ar caosttiycligi; 9. '7mWells. Q When the ground level must.: be rai3vd within the dcipiine of 4 tree to be saved, Atree ✓roil shall be provided And a constructwn detail subuut d for approval. 10. 'ft"1yailst Ll Whtu t,)re ground level tttt� kia lowttvd tiritluu tttt; dripliae a toe's to bt anv'dd, a €tea wall sJrall be pravided; aucl,a carrsfruci"ion J�:Citil subnytteil for approval. I It. 'Trenching and Tunnalhte; Whe uertahir g is required within the limits orclear ra it shall W doric as far away frgar the trm>ks oftraes 44 possible. Tunneling',. under a large tree shall be cottitdered w as al ternative when it is art€icipated that aecesmy trenctilug will destroy feeder roots. 12. Cleanup.- M Protective fenci ig shall be the last iteius reruoved'ilwing the final clealiup, 13. J?amaged Tre s: ® IYatna6ed nun shall be treated iturtediately byptusting; fertilization or other methods recornalen8ed by a tree specialist. NOTE: '. ITIS" 1' HE DEVELOPER'S RESPONSlHllffY `FO. CONFER WFfl1'FHECO I'RAG'I'ORON- rliEECONSC.R ![ION Itk:Qllt ti�hlkN'Tti. OWNER R SIGN U`I URE- COtNF(R#%,Cr YURCILV5ERSIGNATURE (DA`I'11 511 /90 Pate 1 of I EXISTING GRAVEL DRIVE � � � EE B SAVED 'fit TREE TO E SA ,STREAM BUFFER -_ r ` - 77 IN M C71; PROPOSED TREELINE LI�I�I� LILILI� LI LI _I STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE- WEA THERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TREE PROTECTION FENCE (FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES VYL "T" BAR STAKES t IIII - I BURY 113 OF POST — NOTES: 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND 1 =1 I I III —III III =III =III =IIII I ROOTS BY CONSTRUCTION EQUIPMENT. 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL LFOR USE FOR SPECIMEN TREES) NO SCALE 6 ..— — —. 5) IV PROPOSED BIO- FILTER J -T— (5 Cf (5) AB (3,0) IC) -(5) IN '' _ (5) IC�� (7) FG �PR O ED SIGN. Y� — -- - - -- SEE DETAIL - THIS SHEET j_=_ — -- __ — PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOP` -- —_- V TREES AR ACER RUBRUM RED MAPLE 2 1/2" cal 452 BN BETULA NIGRA RIVER BIRCH 10' -12' ht. 397 j PA PLATAN US ACERI FOLIA LONDON PLANETREE 21/2 "ca1. 422 P - -- UP I ULMUS PARVIFOLIA'ALLEE' — -- __ — --- QUANTITY , Q QUERCUS PALUSTRIS 14 PIN OAK - .-i 3 1/2 cal. 471 14 5,908 rn 23 TD TAXODIUM DISTICHUM 3 BALD CYPRESS Co 10' -12' ht. 79 - — - - -- - -- - - -- UP I ULMUS PARVIFOLIA'ALLEE' J C Q LU �- co L J Q 0- u ALLEE ELM 1,017 2 1/2" cal. 423 1,386 8 N/A 54 2,376 27 1 2,214 > ` 30 420 uj C 34 UNDERSTORY TREES 58 1,160 — ,_ _ 83 - — - -_ 2,816 9 N/A 49,664 AG AMALANCHIER x GRAN DIFLORA SERVICEBERRY 6-7' ht. 130 -- _ - -- - CF CORNUS FLORIDA DOGWOOD 6 7' ht. 124 ` v- MV MAGNOLIA VIRG]NIANA SWEETBAY MAGNOLIA 6 -7' ht. 113 _ PY-Q PRUNUSYEDOENSIS YOSHINO CHERRY 6 -T ht. 99 ✓ 'GLENN CALCULATIONS: RG rRHODODENDRON DALE' 61' d tS^ GLENN DALE AZALEA 24" ht. min - FE-V RGREEN TREES TOTAL SITE AREA 8.93 AC): 388,991 SF J IN ILEXx'NELLIE R STEVENS' NELLIE R STEVENS HOLLY T -7' ht. 44 CANOPY REQUIRED Q0%): 38,899 SF SF _1/MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6' 8' ht. PROPOSED TREE TREE A P : T 5 ,029 HRUBS TOTAL PARKING LOT TREES REQUIRED: ti AB ABELIA GRAN DI FLORA GLOSSY ABELIA 24" ht. min 14 PARKING SPACES: # TREES REQ D (1 / 10) 226 23 CS _- CORNUS SERICEA RED TWIG DOGWOOD 24" ht. min 72 TREES PROPOSED: 27� FG FOTHERGILLA MAJOR FOTHERGILLA 24" ht. min 20 PAVED PARKING & VEHICULAR SF PLANTING SPACE REQUIRED CIRCULATION (5 %): AREA: 121,014 6,050 SF SF IC ILEX CORNUTA CHINESE HOLLY 24" ht. min 14 IV ITEAVIRGINICA'HENRY'SGARNET' HENRY'S GARNET SWEETSPIRE 24 " ht. min 64 SF PLANTING SPACE PROVIDED: 9,435 SF CM CRATAEGUS MONOGYNA COMMON HAWTHORN 24" ht. min - TOTALCANOPY - - -- ___ /_/ - -- - - - -/ - -. -- - - - - -- - y IC (1t4) -IMITS OF GRADING DISTURBANCE 3' UNDISTURBED BUFFER I LIMITS OF CLEARING //-PROJECT BOUNDARY _---TREE TO BE SAVED 11 (11)SAG r1 / --TREE PROTECTION FENCE e 3) QP) �— �€ _a - — w — — GAS °° - GAS ®- -- GAS GAS GAS GAS GAS �S GAS GAS GAS GAS - - - -- - - -- - U.S. ROUTE 29 _ VARI BLE WIDTH R/W _ _ _ - -- -------------------- -- - -- - -- STATE HIGHWAY PR JECT 6029`002 -F19, RW20 -- - - - - -- - -- -- - �^, - - -Q ---- c., 1k. tp xz n- 1: NOTE: 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. GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 40 ft. 160 T H Q�, T� SCOTT R. COLLINS'Z Lic. No. 035791,2 %�,_OXAL E��Z Z O a U to w Z O 4 W OW a H W TOTAL SITE (sfl QUANTITY COVERAGE (sq Z 14 6,328 - .-i 15 5,955 14 5,908 rn 23 10,833 U 3 237 Co 8 3,384 V) 1n 6 780 W Z O M w 10 1,240 J C Q LU �- co L J Q 0- u 9 1,017 0 14 1,386 8 N/A 54 2,376 27 1 2,214 > ` 30 420 uj C 34 2,448 58 1,160 83 1,162 44 2,816 9 N/A 49,664 - - -- ___ /_/ - -- - - - -/ - -. -- - - - - -- - y IC (1t4) -IMITS OF GRADING DISTURBANCE 3' UNDISTURBED BUFFER I LIMITS OF CLEARING //-PROJECT BOUNDARY _---TREE TO BE SAVED 11 (11)SAG r1 / --TREE PROTECTION FENCE e 3) QP) �— �€ _a - — w — — GAS °° - GAS ®- -- GAS GAS GAS GAS GAS �S GAS GAS GAS GAS - - - -- - - -- - U.S. ROUTE 29 _ VARI BLE WIDTH R/W _ _ _ - -- -------------------- -- - -- - -- STATE HIGHWAY PR JECT 6029`002 -F19, RW20 -- - - - - -- - -- -- - �^, - - -Q ---- c., 1k. tp xz n- 1: NOTE: 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. GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 40 ft. 160 T H Q�, T� SCOTT R. COLLINS'Z Lic. No. 035791,2 %�,_OXAL E��Z Z O a U to w Z O 4 W OW a H W Z W i O - U i z O U W f J Q w J m J sa W Q � 0 W S > W , Cr! r Z w F 1-i i - .-i ,-t ,-t ,�•, ti rn O a U �U F U Co Z O Z O V) 1n w w ` W Z O M w Z _j J Q H z H J Q W cn J Q d J C Q LU �- co L J Q 0- u 0 t) U-1 uj CI) to C > > ` uj uj C Z W i O - U i z O U W f J Q w J m J sa W Q � 0 W S > W , Cr! W ,-I 1-i i - .-i ,-t ,-t ,�•, ti rn In � l.0 n n in %DD