Loading...
HomeMy WebLinkAboutSDP201900018 Plan - Approved 2020-02-05(!E) NORTH SCALE: 1 "=1000' PROJECT NARRATIVE THE OWNER IS PROPOSING THE CONSTRUCTION OF A PARKING LOT TO RELOCATE PARKING TO THE REAR OF THE EXISTING OFFICE BUILDING. NO EXTERNAL UTILITY WORK IS ANTICIPATED. NECESSARY GRADING, EROSION CONTROL, & STORMWATER CONVEYANCE WILL BE PERFORMED. ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RESPOIKISILB'LELAN I T THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. AL20"'EMARLE CU'UNT'Iff, '&V#A 1 COVER t EXISTING CONDITIONSPLAN LAYOUTPLAN 0 GRADING C5.0 SITE DETAILS C6.0 LANDSCAPE & LIGHTING PLAN - --- ----- EX. INTRMDT. CONTOUR PROP. INTRMDT. CONTOUR - "?-- - EX. INDEX CONTOUR PROP. INDEX CONTOUR 13.55 EX. SPOT ELEVATION -�13.05 PROP. SPOT ELEVATION EX. STORM PIPE 6"HDPE mmmm PROP. STORM PIPE - -- EX. WATER LINE PROP. EDGE OF PAVEMENT -- - EX. SANITARY LINE PROP. BUILDING EX. EDGE OF PAVEMENT °� PROP. LIGHT DUTY CONCRETE PROP. ASPHALT PAVEMENT EX. BUILDING (STANDARD/HEAVY DUTY) .,.,.. EX. POWER POLE ":.::., - :: - : PROP. HEAVY DUTY CONCRETE EX. SEPTIC TANK COVER BENCHMARK EX. STORM SEWER INLET X PROP. FENCE co CLEANOUT - SITE PROPERTY LINE - EX. OVERHEAD UTILITIES - - ADJOINING PROPERTY LINE X _ _ EX. FENCE EX. TREE LINE AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK ELEVATION SECT SECTION BLDG BUILDING CBS GRADE BREAK STATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSD STOPPING SIGHT DISTANCE BVCE BEGIN VERT. CURVE ELEV. HSD HEADLIGHT SIGHT DISTANCE SSE SANITARY SEWER EASEMENT BVCS BEGIN VERT. CURVE STA. INTX INTERSECTION STA STATION BW BOTTOM OF WALL INV INVERT STD STANDARD CB CINDER BLOCK IP IRON PIN STO STORAGE C&G CURB & GUTTER LT LEFT SYS SIDE YARD SETBACK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBD TO BE DETERMINED CONC CONCRETE MH MANHOLE TBM TEMPORARY BENCHMARK COR CORNER MIN MINIMUM TBR TO BE REMOVED DBL DOUBLE MBL MINIMUM BUILDING LINE TC TOP OF CURB DEFL DEFLECTION MON MONUMENT TEL TELEPHONE DI DROP INLET NBL NORTH BOUND LANE TRANS TRANSFORMER DIA DIAMETER PROP PROPOSED TW TOP OF WALL DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT TYP TYPICAL ELEC ELECTRIC PVMT PAVEMENT VDOT VIRGINIA DEPARTMENT OF ELEV ELEVATION R RADIUS TRANSPORTATION ENTR ENTRANCE RT RIGHT VERT VERTICAL EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY WBL WEST BOUND LANE EVCE END VERT. CURVE ELEV. READ REQUIRED YD YARD EVCS END VERT. CURVE STA. RR RAILROAD Submittal Type Reviewed and Approved by the Community '0MO ment Department Date - - re APPROVALS Department cute Department of Community Development Planner/Zoning Engineer Inspections ARB ; Department of Fire Rescue Albemarle County Service Authority Health Department SITE ADDRESS: 6181 ROCKFISH GAP TURNPIKE CROZET, VA 23932 1. OWNER: 6181 ROCKFISH GAP TURNPIKE LLC 5974 JARMANS GAP ROAD CROZET, VA 22932 PHONE: 240-447-0732 CONTACT: JOHN SCHOEB AGENT: BALZER & ASSOCIATES, INC 1561 COMMERCE ROAD SUITE 401 VERONA, VA 24482 PHONE: 540-248-3220 EMAIL: DODONOHUE@BALZER.CC CONTACT: KENT O'DONOHUE, LA 2. PARCEL INFORMATION PARCEL ID: 05500-00-00-109AO DB 5138, PG 655 SITE PLAN AMENDMENT NO: SDP2019-18 ZONING: HIGHWAY COMMERCIAL + ENTRANCE CORRIDOR OVERLAY + SCENIC BYWAYS OVERLAY CURRENT USE: OFFICE (2,850 SQ. FT.) PROPOSED USE: OFFICE (2,850' SQ. FT.) ADJACENT LAND USE(S): COMM. RCIAL, RURAL, VACANT SITE AREA: 1.10 ACRES DISTURBED AREA: 9,033 SQ. FT. (0.21 AC) EXISTING SITE IMPERVIOUS AREA = 0.18 ACRES (16%) PROPOSED SITE IMPERVIOUS AREA = 0.30 ACRES (27%) PROPOSED PARKING/DRIVE AISLE AREAS = 4,298 SQ. FT. 3. SETBACKS: FRONT = 10'-30' SIDE = 0' ON SIDE WITH COMMERCIAL & 50' ON SIDE WITH RURAL USE REAR = 50' BUILDING FOOTPRINT = 2,850 5Q. FT. EX. BLDG. NO BUILDING IMPROVEMENTS ARE PROPOSED. 4. STORMWATER MANAGEMENT: WATER QUANTITY IS NOT REQUIRED AT THIS TIME. WATER QUALITY IS NOT REQUIRED AT THIS TIME. 5. WATER: PUBLIC SEWER: PRIVATE (SEPTIC) 6. PARKING REQ'D: 1 SPACE; PER 200 SF OF NET OFFICE FLOOR AREA = 2,280 SF (2,850 SF X 80%) / 200 = 12 SPACES (INCL. 1 ACCESSIBLE SPACES) PARKING PROVIDED: 12 SPACES (INCL. 2 ACCESSIBLE SPACES) 7. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL' FREE 811. 8. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CAN, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THI5 SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 9. NO GRAVE SITES WERE OBSERVFD DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 10. PROPERTY IS LOCATED IN FEMA DEFINED ZONE Y. COMMUNITY PANEL NO: 51003 C 0237 D - EFFECTIVE DATE: FEB. 4, 2005. 11. THIS PROPERTY LIES IN THE SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED. 12. SOURCE OF SURVEY & TOPOGRAPHY: SURVEY BY BALZER & ASSOCIATES, INC., DECEMBER 4, 2015, DECEMBER 9, 2015, FEBRUARY 1, 2016, & JUNE 25, 2018. HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS NAVD88 w 'q�re i� CL z cU ILL- c� F- S2 0 0 0 ILL]LL o c> Q� 00 0F_ w m c� 0 a DRAWN BY DKO DESIGNED BY DKO CHECKED BY F_RB DATE 03-25-2019 SCALE AS SHOWN REVISIONS '10-29-2019 01-17-2020 C1 goo PROJECT NO. 34180014.01 SITE SOILS TABLE SOIL TYPE SOIL NAME HYDROLOGIC SOIL GROUP 7B BRADDOCK LOAM, 2 TO 7 PERCENT SLOPES B SOILS NOTE: SEE SOILS REPORT FOR DETAILED SOILS INFORMATION SUBMITTED WITH WPO SITE PLAN. � r t� r E R0CKf-ISH Gil P TORNPIIAE - - --------- ROUTE 250 �. 111 1 o" R-0—W) �.�._ (TO REMAIN) BAIZER & ASSOCIATES PLANNERS / ARCHITECTS ENGINEERS / SURVEYORS Roanoke / Richmond New River Valley / Staunton Harrisonburg / Lynchburg www.balzer.cc 1561 Commerce Road Suite 401 Verona, VA 24482 540.248.3220 ,�,T H OF Dj D. Kent O'Donohue, Jr. � Lic. No. 1683 l 01-17-2020 G ��SCA PE AgC��� z O F— Q V O .j W z Q C� n z Y z Ch z O � p Oz = U W Ln L O �F- I-)V U z F-z �0 0 O N L 1_ C/) o J W Q LLr 00 XLU H m LLJ O c0 W � Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 03-25-2019 SCALE 1" = 20' REVISIONS 10-29-2019 01-17-2020 C2mO PROJECT NO, 34180014.01 r L -- l_ _ �. -_ WL. --- L — W ROCKFISH GAP TURNPIKE L W _ _ _ ®. ._ W---- L —.__ L -- WL NO PARKING WILL BE ALLOW, 110 R-O-W AT FRONT OF BUILDING. THI BE REMOVE WITH FUTURE BUILDING ��;� --.. . , • ��: .--�-�"""EXPANSION PLANS. SAWCUT EX CONCRETE. _...... 10' Mil�_30' MAX. _ FOR PLANTING BED FRONT BLDG. SETBACK (SEE LA PLAN) .:...... {jS # Cic 7 k H S AL r .�,P..... CHU 3'.�-MIN WID" I�DEW ��� —rl . . . . . . . — . — s {ti fir'_ __ __ -- v. _ �"= _—. — .{ -- ------------ — --- _ 15 14' _ - I - q # '1 -_ _ _i -._ �-- gig: 2,810 591 W _, 3OFII I , (TO REMAIN) . Al W --— -- —------- ------ ------ — I _ 16 Y / [[ 4t I -- LOCATION OF EX. MECH. UNITS D E 8O D — 8' ­s�., *H PE-, # # # 53.94 --•-� / # (NOT VISIBLE TO STREET) / Ef SHf;9 5.00 ir,r I PARKING & SIGNS I.t— ' # ONE SIGN MUST 30.07.E—._� a (TO REMAIN) I BE VAN ACCESSIBLE z CONC. S DEWALK TYP. �f SEE DETAILS / n # # i . (SEE DEiAC) ( ) / DEPTi. ---- '" 3k*W. SIDE SLOPE EC=2 LINER . i# (SEE •DETA IL.). &; # , ,.T r .....:..................._.m..i ..... ,_,_.� # 1NHDP ,_ cN xf NEAT SAW -CUT EX. CG-6, TYP. ENTRANCE DETAIL N.T.S. - CULVERT & CONC. ENCASED TRENCH DRAIN (SEE PLAN & DETAIL) MAINTAIN FLOW -LINE ACROSS ENTRANCE WITH 2% SLOPE FROM EX. PVMT EDGE NEAT SAW -CUT EX. PVMT. (SEE PVMT. JOINT DETAIL) 24' WIDE PRIVATE DRIVEWAY C.ONN .TO EX. PVMT. NEAT SAW -CUT EX.. CG-6, & MAINTAIN f�X: @. FLOW�INE CROSS NTRAN E # ; ; (SEE: DET/ IL) 38 LF'. OF '8 HDPE CULVERT 1 % SLOpPE." ,5 1,3 ( FR":I!PE INZAPRT .I TO jOUT I IS � .LF F N.=12 HDPE A p T R, 2 LF F GONG. E CAS D DUAS OT RIVEWAY, PIPE ADAPTOR, AND 7 LF OF N-12�HDPE: (SEE DEAIL) f . 49' i .� — f 3; # i 3'X6' RIP -RAP CUT IN TO EX. GRADE @ 1' DEPTH TO PROVIDE �- DISSIPATION OF WATER AS IT ENTERS NATURAL SWALE (SEE GRADING PLAN FOR DETAIL) E I 4 / 8, 8' DUMPSTER PAD / 24' TYP. 20 . ;..- ' W/ PRIVACY FENCE 18' TYP. _L t (SEE DETAILS) / I I- ---} - 9' TYP. TEDGE OF CONC. BUMPER PAVEMENT (TYP.) j BLOCK, TYP. / (SEE DETAILS) P `, 50' BUILD SETB L 20' PARKING REAR SETBACK/BUFFER 50' REAR BUILDING SETBACK LEGEND: EX. PAVEMENT PROP. PAVEMENT (SEE DETAIL) PROP. CONC. SIDEWALK (SEE DETAIL) PROP. DUMPSTER PAD (SEE DETAIL) GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATION SHALL OCCUR. 2. KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATION. 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE 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 DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 4. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 5. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 6. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. I I i SIDE ING ACK i I f t t I t Ig i i i i 20 i 1 t 1- 170RYv 20' PARKING SIDE SETBA(,K/BUFFER 0 20 40 60 SCALE: 1 " = 20' BAi ZF_j & ASSOCIATES PLANNERS / ARCHITECTS ENGINEERS / SURVEYORS Roanoke / Richmond New River Valley / Staunton Harrisonburg / Lynchburg www.balzer.cc 1561 Commerce Road Suite 401 Verona, VA 24482 540.248.3220 LT H OF o� Dr D. Kent O'Donohue, Jr.9 Uc. No. 1683 l 01-17-2020 G 9��SCA PE ARC�l�� _ Z O Q V O J W w 0 LLl Y_ li Q F-- a Q 0 z z W S2 °— V LL f— U o0 0 =CL O ao Q m DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 03-25-2019 SCALE 1" = 20' REVISIONS 10-29-2019 01-17-2020 PC3NO PROJECT NO. 34180014.01 VI C( 1S" TEMPORARY RIGHT-OF-WAY DIVERSIONS TYPICAL GRAVEL STRUCTURE TYPICAL EARTHEN STRUCTURE Source: Va. SWCC PAVED CHANNEL OUTLET PAVED CHANNEL CONS IR UCTIO_N OF A SILT _PENCE (WITH -OUT WIRE SUPPORT 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT' INTO THE TRENCH. 1-1 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINT'S A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Plate 3.11-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 105— anerwooa ana rlyant TYPICAL TREATMENT- ENT - (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA 1= � TRANSITION RLPRAP APRON RECEIVING TEL _ —9" RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. RIPRAP APRON REDUCES THE FLOW VELOCITY BELOW THE PERMISSIBLE VELOCITY OF THE NATURAL RECEIVING CHANNEL. 2. TRAANSITION SIDE DIVERGENCE IS I IN 3F, WHERE V F = FROUDE NUMBER = gd , WHERE V = VELOCITY AT THE BEGINING OF THE TRANSITION d = DEPTH OF FLOW AT THE BEGINING OF THE TRANSITION g = 32.2 ft./sec 2 SOURCE: VA. DSWC 3.05 SILT FENCE �j F TEMPORARY 3.11 RIGHT-OF-WAY R�[� DIVERSION 3.18 OUTLET PROTECTION 0 P 3 38 TREE PRESERVATION TP AND PROTECTION TAMP FIRMLY ANCHOR SLOT 2" ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OFMATERIAL ROLL.ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED V TO 12'. V(JUTE AX. 4:1 OR FLATTER X. STEEPER THAN 4:1AND END JOINTS SNUGLY ABUTTED MESH WILL HAVE I TERMINAL FOLD STAPLED LAP JOINT IN I I LIEU OF EDGE JOINT) — LAP JOINT 2" MIN. I I I I I I (JUTE MESH ONLY) I 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 41 I I E I i 6' TO 12' I it] III T I I I 1 1 I I I I I I u�i� � E,=zL,i7 CHECK SLOT I 1 I I I 1 I I I I —I'TO2" I I I I I I I I I I I I VAR.VAR. 6" TO 8' MIN. PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL SPIRE. CHECK SLOTS AT MIN. 8' STAPLE MIN. LENGTH FOR SANDY SOIL. NO C—C INTERVALS; 6' STAPLE MIN. LENGTH FOR OTHER SOIL. '0lOAPI ATI ®"'PNIAH i �Q JUNCTION SLOT TAMP 2' FIRMLY 6' TO 12' 12" T PLATE 3.18-23UURCE: VUU1 ROAD AND BRIDGE STANDARDS ® o o ® TP DRIP LINE PROTECTIVE DEVICE ��\MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING PLATE: 3.36-2 IS�LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Val. III, Fairfax Co., Va., 1976 Plate 3.38-1 ROCVISH GA--------- -P TURN_17PIKE 0 /0' R-0-0 20 0 20 40 60 No No SCALE: 1 " = 20' SnPgn1 1 — , , Rr gnP1 gqn— ,7 — I U WHI I t F'INt vKUUNtll 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE ORIGINAL GROUND SURFACE. 2. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND GRADES AS INDICATED. 3. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB-1 FOR STORM DRAINAGE PIPING. 4. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35°F (1"C). 5. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35"F (1°C). 6. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND CROSS SECTION, WITH NOT MORE THAN 1 /2" ABOVE OR BELOW REQUIRED SUBGRADE ELEVATION. 7. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. 8. SPREAD TOPSOIL TO A DEPTH OF 6" OVER ALL DISTURBED AREAS NOT RECEIVING WALKS, PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES AND DEBRIS OVER 1 /2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. 9. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS IN ALL LOCATIONS. 10. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM LONGITUDINAL SLOPE OF 4.5% AND A MAXIMUM CROSS SLOPE OF 1.8%. DURASLOTO STANDARD HEIGHT ASSEMBLY GRATED ASSEMBLY C' NOTES: NOTES: G G H 1. G.C. SHALL BE RESPONSIBLE FOR OBTAINING ADEQUATE 1. G.C. SHALL BE RESPONSIBLE FOR OBTAINING ADEQUATE SEE BELOW C COMPACTION OF SUBGRADE PRIOR TO PAVEMENT CONSTRUCTION. COMPACTION OF SUBGRADE PRIOR TO PAVEMENT CONSTRUCTION. 2. WWF SHALL BE PLACED IN TOP HALF OF SLAB DEPTH. t DETAIL 9M ME 0, 1. 3. CRACK CONTROL JOINT SPACING 1 S' O.C. (jTH SLAB DEPTH). I .-J 6" VDOT CLASS A3 AIR A. DURASLOT END CAP OR TAYLOR PLUG FOR 30"& 36" PIPE G.t,"SPHSAPLONGVVIVIASHER ENTRAINED CONC. 6"X6" W2.9XW2.9 WWF 2" SM-9.5A ASPHALT SURFACE COURSE (SINGLE LIFT) B. DURASLOT PIPE H. DURASLOT GRATE CONNECTOR. C. DURASLOT ADAPTER I. 5fy° HEX HEAD SCREW X 3X" LONG W/WASHER &'its" WINGNUT D. N-'12 PIPE J. PLASTIC SLEEVE SPACER (GOES ON 1. - NOT USED W/4" DIAM.) E. DURF ASLOT COUPLER BAND K_ HEX HEAD ASSEMBLY:. d a F. DURASLOT GRATE ANCHOR fo' HEX HEAD SCREW X 3X" LONG a � '� �, d � BAUER W/ (2) WASHERS AND f6" HEX NUT - X -X X X l a X Q a O�O O O O� NOTES o o O o�o�j o 0 0� O o2 PLANNERS / ARCHITECTS 1. EACH CAP (A) & ADAPTER (C) COMES V41 FH AN ANCHOR (F).���� ����� 2. EACH COUPLER BAND (E)COMES WITH HARDWARE -I,J,K,&L ������co O O O O O O ENGINEERS / SURVEYORS O ��) - TAYLOR PLUG USED FOR 3. (K}NOT USED W/4"DIAM, tPJ12:5' SLOT RISER Y���o ���10 �� _ �� ���-��C >���� _ O O O O O O O O O O O o O O O O O o O 30"&36"DiAMETERPIPE - EXISTING PAVEMENT Roanoke /Richmond PROPOSED PAVEMENT \ OPEN TOP ASSEMBLY SAWCUT AND CHIP AWAY /� /� /� /� /� /� /� /� /�\ /� /� ��� \/�% //' //' //' /�' //' //' //' //'' /' //' ' //' //' Harrisonburg / Lynchburg �12--n EXISTING SURFACE COURSE\�\�\,\�\�\�\�\�\�\�\�\�\�\�\�\�\,\� �\�\�\�\� �\�\�\,\� L SEE BELOW - 1561 Commerce Road A F C a w-i K PROPOSED SURFACE 6" VDOT NO. 21 B AGGREGATE BASE (COMPACTED) S" VDOT NO. 218 AGGREGATE BASE (COMPACTED) Suite 401 r COURSE BENCHED PROPOSED BASE Verona, VA 24482 J � °o°° °0 540.248,3220 PAVEMENT a COURSE (I/A) SUBGRADE (MIN 95% COMPACTION) SUBGRADE (MIN 95% COMPACTION) e JOINT o� -�-PROPOSED AGGREGATE eB Q o fl O� SUB BASE A, DURASLOT END CAP OR TAYLOR PLUG FOR 30" & 36" RIPE I. HEX HEAD ASSEMBLY ` � � 95% COMPACTEDCONCRETE PAVEMENT SECTION LIGHT-DUTY � `�® ��� PAVEMENT SECTION $s�'�j'Z H ��, B. OURASLOT ADAPTER '/is" HEX HEAD SCREW X 3f" LONG SUB -GRADE C. N-12 PIPE W/ WASHER & fs"UVINGNUT `\\� D. DURASLOT COUPLER BAND J. PLASTIC SLEEVE SPACER (GOES ON 1. - NOT USED W/4" DIAM.) N.T.S. N.T.S. E. DURASLOT GRATE ANCHOR K. HEX HEAD .ASSEMBLY: /W' HEX HEAD SCREW A 3h' LONG N.T.S. W/(2) WASHERS AND 51e" HEX NUT L. DURASLOT BAND FLANGES D. Kent O'Do�.ohue, Jr. NOTES: Lie. No. 1663 1. EACH CAP (A) & ADAPTER (C) COMES WITH A CAP (F) NOTES: 2. EACH COUPLER BAND (E) COMES WITH HARDWARE 1. ALL LUMBER TO BE PRESSURE TREATED OR CEDAR. NOTES: � 10-29-20'19 � (I,J,K,&L) REV. DEscR�rlct BY 1;iNvoD,��Y cHK'D 2. GALVANIZED NAILS TO BE USED FOR FASTENING. 1. z" PREFORMED EXPANSION JOINT FILLER ADVANCEGDRAINAGE SY'3TLMS I HC I DS" H,i-.J PREPARED THIS DETAIL BASED UN INFORNFTI CNPP,OVD DTOADS ❑HiSDRAW1, lb CVVS Ir1"fENDGD I"O DEPICT T}tE COP;IPON NTSAS RECI!E%TED ADS HAS NOT PERFORMEDANY ErJ�IN EKING OR DE Dfd SERVICES FOR THIS I �'' u." znrzote WHERE ADJACENT TO BUILDING. PE x�C�1 fiRU.IECT JJP. i:,SAnSINDEPEIDCrJTI f.V=RIFIFDTHFIIK-.G<MATInIJ..UFPIIF.F7 THFIN3TALL TI :N R'ET IL ,FnO'JIFFD HEREIN AFE - TE MTRUE I I ELVD p /+ EVERY �/ b'EIdEP,AC r2EC:Cfd P.4Er.Da.TIC)Mti ANC Ce NOT PECiFICFOR THIS PR JECT. If -EC �rDC.E"JGIP.�ER.SHALL REVIEW THEEC CAILS F'RiOR Tp HILLL4RD GH �r4:?096: KAK 2. SCORING LVEIAI 6', EXPANSION JOINTS CrN3TRJGTICN. IT THFDt^Io EN WEER^RE3FOIJ IBIIJT"TO J URETHE TIT PROVIDED HEREIN MEET-, EXCEEDS THE �. nihaw2mmm JPPLICABLE NATION„L, STATE, OR LOCAL REOUIREMa TS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEP ACCEPTABLE FOR THI:, (7T� EVERY 25' O.G. r"Er?JECT_ DRAVNNDruMEER. STD I*' I OF I BOARD -ON -BOARD FENCE 3. FINISH - TROWELED EDGES, BROOM DURASLOV:` VARIABLE HEIGHT SLOT RISER FINISH. 4" - 36 ` DIAMETER H1 Hz ROUNDED CONCRETE TOP 2� XSU' E TREATED E WOOD OR CEDAR I I I I VARIES PAINTED WHITE. I ( I SEE PLAN TOP AND R Hone .:IIHr uTcn TIrtU BOARD -ON -BOARD - BOTTOM I I � PRIVACY FENCE I I I I 2% MAX --� PRESSURE TREATED r °, ° ° WOOD QR CEDAR °4„ 6" STEEL POST FILLED 2" X 6' BRACE ° • ° ° a ° ;c a' I �� ELEVATION yiEuy W/ CONC. PAINTED r • CLASS I AIR �.,. WHITE. PROVIDE BARN STOP AND I I I ENTRAINED CONC. ��o � FOR B RN RECEPTACLELOCKING ROVIDE I I I I \ o \\� \\� \\� \\ \\ \\ \\ \\ \\ \\ \\ \\ \ FOR BARN STOP /����� ����V���V�������. 4"- 36" PIPE WITH VARIABLE SLOT RISER DIPJIERiSiOR1S I I I #57 AGGREGATE PIPE PRODUCT'# PRODUCT# PIPE CLAMPS SCREWED TO DIAM H W F O S (GRATED) (OPEN TOP) GATE WITH WASHERS SPACERS TO FACILITATE I I I 95% COMPACTED (100mm) VARIES 0.34" 05" 125' 1.75" 0490DS: 049ODSOT TOP OF SLAB SLIDING I--° • ° ° ° • • • ° ° • ° SUB -GRADE 6., VARIES 0.5" 0.75" 1.75' 2.25" 0690DS 0690DSOT `X e F • ° � SIDEWALK 050mtn) (13mm) (19mm): (44mm) (57mm) �.' > (. PIPE SLEEVE SET IN y, ENCASE PIPE WITH - CONCRETE TO RECEIVE N.T.S. a" 0.625" a 75 1.75" 2.25" CONCRETE AFTER - -I ij I i I BARN GATE STOP 4" (200mrn) VARIES (16mm) (15mm) (44mm (57mm) 0890DS- 0890DSOT PIPE IS SET °1/4 . I, LONG, EXTEND \\ \\ a 10" 0.75" 0.75" 1.75° z.ze^ I : ' ; .. I ABOVE CONCRETE ;\//\//�//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ VARIES '1090DS '1090DSOT - - /\\/\\�\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (250mm) (19mm) t19mm) (44mtti) (57mm) - = /\/\/\/\ \ \ \ 12" 1.125" 035" 1.75" 2:25" PLACE PIPE FOOTING\/\\/ G j\\//x\///\/ j\\�\\j 300mm1 VARIES'. (29mm) Cl9mm) -(44mm):(57mm) 'r290DS 1290DSOT T Ii °a�.." INTEGRAL WITH SLAB % // // (\\j\\j\,\\j\\/� /\\j\\� 3 6" 15" VARIES 1.25" 0.75 1.75' 2,25" '1590DS 159ODSOT \/A//A/A/A/A/A/A/A/�� 375mr0) (32mm} (1� Inm) (44mm) (�7�)/\//\///�A�//\j//AAj/A/AA�/AA�/AA�AAjAAA�/////\� PRECAST WHEEL STOP END �� NOTES: 18" VARIES 1.5" 75 .7 - 1890DS: 1890DSO�r /VA//VA/�V//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//` //VA//VAS (450mm) 38mm) (19mm) (44mm) (57mm)TRASH" ENCLOSURE G`ATEA/A//A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A/A a /A/A/ 1. SLOT HEIGHTS TO CONFORMTO DIMENSIONS ON 24' '1.875" 1.0" 1.75" 2.25" �A�/\A�� //V//,A//.A//.A//. �AA�AAA�AA��AA/�A�AAA/AAA//VAA/AAA/AAA/AAA/AAA/AAA/AAA/�� ° /AAA/�Ar7- z A� a (a0 ) VARIES z490Ds 24s0DsoT NTS / / . CONCRETEV//V//V//V//V//V////V//�//\///\///�//�//�//�//�//�// //// PROJECT PLANS, 'H' AT EACH END OF EACH 1. Omm (46mm) (25mm) {44mm) (57mm) �V/V/ LENGTH or DURA SLOT"1 TO t3E.DETAI LED ON .SLOT 5, ,\//� //� //�/////��///��//��/��//AA//AA//AA//AA//AA//AA//AA//AA//AA//AA//AA//AA//AA//AA//AA//AA//A a 30 I 2a5. i.. 1.75 225 0 $090DSOT 'VAA VAA V A VAA VAA VAA �AA AAA VAA AAA AAA AAA AAA AAA /AA AAA AAA/VA/VA/VA/VA/VA AAA/VA/VA/VA/V /VA/VA" �P �� `i% ✓ .j s \:. DIMENSIONS LAYOUTS FOR APPROVAL BEFORE PRODUCTION. 750mm) VARIES �65mm 25rnmi 45n1m (57mm) 305 DS � / / / / / / / / / / / / / / / /A/A/A/A/A/ 2. DIMENSION FROM GRADE TO PIPE INVERT: ( l ) ( ( )/VA//VA//VA/AA//VAA//VA/AA/AA/AA/AA//VA//VA/AA/AA//VA//VA/AA/AA/AA/AA//VA/AA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VA//VAi f r< �� ��< AAjArM „ 6'2.85" 1° 1.75° 2,26" % ////////// �> H (ACTUAL SLOT HEIGHT) + PIPE DIAMETER + RECESS (X h'.) 3 VARIES 3690DS 35900Sor,VAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAAVAA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA ./,� i � , .�\ �Oct (900mrn) (72MM) (25mm) (45mm} (57mm) i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /i. /�/�/�/�/�/�/�/�/�/�/�/�/�/�/�/y\�. >/ \� \ `• \) 3. H1 ARID H2 VARY BASED ON PROJECT SPECIFICATIONS. 6" THICK � � � � � � t✓ . �'` � ASPHALT PAVEMENT CONCRETE SLABligill ����� W/ 6X6 WWF`\ iOOLE[�®�� �1 REV, LESCF,IdiICN. 3r' ttrV"`rJlYY .I'K'D t.D1{GI^ICED DR,'-.IN;16E alS7 Efa1S It ("ADS I SFrREP,=,ncp THIS LETL,ILd:,SEDCNINFOR,dCi rIGr1 PROVIDED.TCI AD3:. THI�.JRA .i1�15 C'vtiS A. '•'I .,. ,..A �°, �, Tom.. - ,P .r S' ( "'I '"J� PJ bFR THIS IiVFEPJUrD TO �EF.,.T THE CO?�,IPOPJENT:i.AS F_OJE, rED. ..L," r+.,atdviT rc r .Rf.1EU,.i I (EN;�3114Fr=Rl IU GP, LE � G� „E , (C_ y I •_. ._ ..+ � --2; 1l26f9 �L+�P� PER FLAN 2 - F ��'i� FT LdFDRtAAThJr.SUPFI SUPPLIED THPIPN>,..IL,.TL,tJ DET;,IL:,PRC:VIDED HEREI(J AFE bEf1ERaL �n`K-1, PROJECT, N+,r. HRS-�DoIC:CTr_P_NGENTL� VERIFIED THE 76 �G TF,UCbb��N BLVD ,,, � r:��.;,-, .° /�: ,; � ;Y ,.,•� ;,.:; ,/ D , F ,I „ � 1 CC)NT. �. �,, �.�...., ... 6tcGO•.i ti IrD.RTIGrIS Ai"ID.ARc fv UT.,PE._Irlb hR THI:a FRC7JF .,T. THE DESIGN EP1OhIE_ASH.,_L aE lIEJd THEE➢CTAIL.,PRICR.I g HILLIA.�D.tJHIO 4,�D36' 4..ArfUj C01,151RUCTIOIU.. ITISTi lE DE31!7rl ENOflEEF RE..Pc:H61Bli_IT't TO E.K$T fiE TI{FD TFIILS FROV EED rIHREIPJ IIFFT5 OR E`CCEEDSTr1E .,6N HIS l� � APf 11i'aE CVA.T'�OPJ.1L SiA.TE,CR L•^_.CHLREwI�.�RENI E.rJT59riD.TOE!`I SJRETHAT THE DETAILS PRU�IIDED'HEREIItJ ARE.a-CGEF'TABLELG�R Ti Ir"a' cEu o�:�. �sr, r.,,u. » >e FRUJECT. CCiAIhINO NU'VIGER; STD-1402 I OF 1 a 4 X4 POST W/ GAL. CAP „ . 1"x6" 2"x4" 6 0 f 8" 6" THICK 1, 11 DURASLOT"�' MODERATEJ INSTALLATIONRESIDENTIAL TRAFFIC a Q ® #2'lA STONE 10 1I�� d ® V a a a ° a a a CONCRETE PER LOCAL �'I I I� I I I #5 REBAR 2'-Q" LONG SPECIFICATION FOR /-EXPANSIONJOiNT II SUPPLIED BY G.C. II C � CURB & GUTTER ASPHALT OIL CONCRETE I I I I � z Xr; .g. . ' PAVEMENT DUMPSTER APRON DETAILI IELEVATIONI I BASE MATERIAL' i' t5s:✓' `° '�.'°g`` U AS APPROPRIATE A N.T.S. IJ �JLLJ _ s f �. HANDICAP PARKING SIGN d PRIVACYFENCE,C v U / CURB0 ® o I -II `III -III -I a .: I II 111-Ili II' WITH INTERNATIONAL _11T�T( N.T.S. N.T.S. w < III -III III -I + T=III `III=1I1=1 GRANULAR SOIL COMPACTED SYMBOL OF ACCESS ONLL _- -�- TO9 %MODIFIEDPROCTOR � BLUE BACKGROUND. � � J LI-1 I� I ,F - I l-I I T i I I=1 _1 v II-III�111 II I( III III-IIII1 PROVIDE THEFT PROOF i�=i =�Lr= �. � I I��� I II III -III- II- I fill, II ���-11 II III -III -III II I BOLTS WASHERS & NUTS. -E9 I T(I iI IF I��-iTIEzI I l=1 I ! T(� IT�TI 1={ 11= vARI ACCESSIBLE SIGN TO BE OMITTED FOR It=1 l=� 1 I I I l li {=111-III I I- I III-I1 P f l l "111=111=�� _ Ali -ill= I� ff� III=1TIT(11111= SPACES THAT ARE NOT 6' SIDEWALK DRAWN BY DKO I jJT I� I I 1 11J= =111 11=a 1 ; I II - -I L _ L Iv1� l-1 III 1PENALTY VAN ACCESSIBLE (4.5% MAX. LONG. 99"" DESIGNED BY OKO a100-500 FINE SLOPE CX. 1 .S% TOW -AWAY ZONE S - MIN. 6 HANDICAP SIGN POST MAX. CROSSLOPF_) ® ° d CHECKED BY ERB . DATE 03-25-2019 STEEL TUBE PIPE ° PARKING LOT --� Moderate I Residential Traffic - surrounded b concrete to belowthe center of the pipe. This CONDITION AT CONC WALK 1.6% MAX --� SCALE N/A y p p o MATCH SLOPE ON PLAN type of installation has been used when traffic loadsarenot as heavy (e.g. retail parking lots, I �® Q® REVISIONS against curbs, etc.). The sail below the pipe and concrete must be high duality and � CONDITION AT PLANTER AREA ° a vvell-compacted The coupler bands are soil -tight. If a vvater-tight installation is required, a'full a ° � � 10-29-2019 concrete envelope is recommended or the procedures discussed in (C) may be utilized. Expansion joints and concrete and/Or asphalt pavement is to be designed by others. FLUSH. MATCH cy `���� PAVEMENT ��� o o oo�jO�joo�jo o � MATCH O \� \� \� \/ o o� ho-b0 o g ,c REV_ er mMJDDrr/ cHhn OWN I SIDEWALK I..DETAIL J;LEGDR,l1:r / T INC ("ADS') A' P4F:FE T ISLEr I3 QED NINE RPiUN lUvID D iC D THI ❑G INTENDED TJ DEF1' DIA CONC FOOTING CGJbP t l �) F i n r Ird.,:.REGENERAL FRG.JECI NCRIO113A NC6-HOTSF L,IFIC FU IRIS SF RiIaTIHE =SIrN �. THEWS HALLT VI _LTE ELETAI_SPP HILU RURA{tJ BCVD � RECOP,P1EPJrJATI!?I• ?.L, .�.rc HOT r ^-1FIC vRTHIbFFtl:c_f. THE G h'V-rrl ENGINEER Sri.?LLkEbIEV'✓TH CET".ILS FRJCP,7G ��pq-IILLiAF.D OHIO.I?-0%E i� CONSTRUCTION. iT I .TF_ DESIf fI RIOIi`IEE .�FgfJS 61LIT" ifJ ENSURE THE DETAIL? PROVIDED HEREIN MEETS OR EXCEEDS THE i&ct& NTS APPU+ 3BLE IV:ATIOL AI STATE, OR LC7CAL RFOUIn'EMENTo AND TQ EiV <URE TH T]hE Dc rrSILS PROVIDEDHERNNE#RE ACGEP tAELE Frei THIS. - nou.+cm aa..0 rsren n-. ERU.tE`T Drv,Vl9P1G NUMBER ''•" i QF igal LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS QUANTITY CANOPY EACH CANOPY TOTAL w AR 0 Acer rubrum Armstrong "Armstrong" Red Maple 1-1/2" cal./ B&B 2 44 SQ. FT. 88 SQ. FT. 3 QP Quercus palustris "Pringreen" "Green Pillar" 2-1/2" cal./ 4 34 SQ. FT. 136 SQ. FT. Pin Oak 13' HT./ B&B w w CB Carpinus betulus Pyramidal European 2-1/2" cal./ 4 95 SQ. FT. 380 SQ. FT. g "Fastigiato" Hornbeam 10' HT./ B&B o CS 0Cornus x "Rutgan" D 6'-10' Ht./ B&B 6 124 SQ. FT. 744 SQ. FT. gwoodPink" BS 0 Buxus sempervirens "Myer's„ „ » Myers Boxwood „ 24 Ht./ #3 gal. 10 JC 0 Juniperus chinesis "Nick's "Nick's Compact" 24" Ht./ #3 gal. 12 Compact" Juniper MP(D Myrica pensylvanica Northern Bayberry 18" Ht./ #3 gal. 15 18 SQ. FT. 270 SQ. FT. IB Ilex cornuto Dwarf Burford Holly 18" Ht./ #3 gal. 20 (�1 Burfordii Nana oofIC z Ilex crenate Compact Japanese 18" Ht./ #3 gal. 16 W Compacta Holly TM Taxus x media „ Densiformis „ Densiformis„ Yew 18„ Ht./ #5 gal. 7 RC Rhododendron catawbiense „ Nova Zembla 18" Ht./ #3 gal. 12 13 SQ. FT. 156 SQ. FT. "Nova Zembla" Rhododendron IG Ilex glabra "Nigro" "Nigro" Inkberry 24" Ht./ #3 gal. 8 IS Ilex glabra Shamrock Shamrock Inkberry 24 Ht./ #3 gal. 24 RA ( 9)4) Rhododendron Azaleas varieties) Azalea (Various 12» Ht./ #3 gal. 43 TOTAL 183 1,774 SQ. FT. 1. 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. 2. ANY TREES THAT ARE DAMAGED OR KILLED BY GRADING OR CONSTRUCTION ACTIVITIES OR BY OTHER MEANS MUST BE REPLACED. LANDSCAPE SPECIFICATIONS 1. PLANT MATERIAL NAMES ARE IN COMPLIANCE WITH HORTUS THIRD SIZES AND GRADING ARE TO COMPLY WITH THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK. PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 2. ALL WORK SHALL BE COORDINATED WITH TRADES. 3. USE EXISTING TOPSOIL AND/OR PROVIDE NEW TOPSOIL, WHICH IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, FOREIGN MATTER AND ROOTS, STUMPS AND STONES LARGER THAN 2" IN DIMENSION. 4. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL DURING INSTALLATION MAINTENANCE SHALL BECOME RESPONSIBILITY OF OWNER UPON ACCEPTANCE OF WORK. 6. WHERE THE LANDSCAPE WORK IS COMPLETED, THE OWNER'S REPRESENTATIVE WILL, UPON WRITTEN REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. IF WORK IS NOT ACCEPTABLE, REPLACE REJECTED WORK AND CONTINUE MAINTENANCE UNTIL REINSPECTION AND APPROVAL. 7. GUARANTEE ALL MATERIALS AND LABOR FOR 12 CALENDAR MONTHS AFTER ACCEPTANCE. A. MAKE REPLACEMENTS OF ALL DEAD PLANTS IN IMPAIRED CONDITIONS IN EARLY FALL FOLLOWING PLANTING. B. ADD ADDITIONALLY IN THE EARLY SPRING FOR THE SAME OR OTHER MATERIALS WHICH ARE DEAD OR IMPAIRED FROM THE WINTER CONDITIONS. 8. WITHIN 10 DAYS AFTER ACCEPTANCE, THE CONTRACTOR SHALL DELIVER AN OUTLINE OF MAINTENANCE PROCEDURES RECOMMENDED FOR THIS PLANTING FOR THE OWNER. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY DURING THE GUARANTEE PERIOD TO PROVIDE WRITTEN NOTICE TO THE OWNER OF ANY MAINTENANCE PRACTICE WHICH IN THEIR OPINION WILL AFFECT THE GUARANTEE IF NOT REMEDIED PROMPTLY. 10. DO NOT MAKE SUBSTITUTIONS. BID MATERIALS SHOWN ON PLANS. CONTRACTOR IS ENCOURAGED TO PROVIDE WRITTEN ALTERNATE LIST OF MATERIALS, SIZES AND NUMBERS SUBSTITUTION FOR COST-EFFECTIVE MAINTENANCE OF DESIGN INTEGRITY. 11. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIAL THAT HE/SHE DEEMS UNACCEPTABLE. REJECTED MATERIAL SHALL BE REMOVED PROMPTLY FROM THE SITE. 12. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED FROM THE CONTAINER. 13. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. 14. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT. 15. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 16. MULCH MATERIAL SHALL BE EITHER SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER. 17. TOPSOIL MIXTURE SHALL BE 2 PARTS EXISTING SOIL MIXED EVENLY WITH 1 PART SPAGNUM PEAT MOSS OR PEAT HUMUS. EXISTING SOIL SHALL BE FREE OF STONES, LUMPS, PLANTS,ROOTS AND OTHER DEBRIS OVER 1 1 /2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. 18. PLANTING PROCEDURES FOR TREES AND SHRUBS A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FORM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT. WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE AS PER SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY. ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. COMPLETE BACKFILLING PLANT PIT AND TAMP FIRMLY. BACKFILL SOIL SHALL NOT COVER TOP OF ROOTBALL. MULCH ROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. 20 0 20 40 60 SCALE: 1 " = 20' County of Albemarle Conservation flan Checidist - To be placed on Landscape Plans (Handbook, pp if1-284-111-297 for complete specifications) 1. The following items shall be shown on the ulau: ® Trees to be saved; ® Limih of clearing (outside driplinc of trees to be -saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunnciing beyond the limits of clearing. 2. AlarM gs• 21 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 21 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3, Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Stora2cc-: licavy equipment, vehicular tratirc and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention i)evices. Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires arc not permitted within 1.00 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencfua: Trees to be retained within 40 feet of a proposed building or grading activity shall he protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: NLk When the ground Icvcl must be lowered within the dripline a tree to be saved, a tree :vall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunuelintt: When trenching is required within the limits of clearing, it shall be done as far away from lire trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 21 Protective feneing shall be the last items removed during the final cleanup. 13. Damaged'rrees: 0 Damaged trees shall be treated hntnediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'$ RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. rE) CONTRACT PURCHASER SIGNATURE (DATE) 11 DRIP LINE PROTECTIVE DEVICE A MAXIMUM LIMITS OF CLEARING AND GRADING ^ PROPOSED GRADINGOEM ® ® an . r � ro MIN. 5' 06111, WHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES 19. LANDSCAPE ORDINANCE REQUIREMENTS: Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 3.38 TREE PRESERVATION TP ® - e _ _ TP AND PROTECTION STREET TREES REQUIRED: 7 (1 PER EVERY 35' OF THE 234' OF FRONTAGE) PROVIDED: N/A FOR THIS AMENDMENT INTERIOR TREES REQUIRED: 2 (1 MEDIUM OR LARGE TREE PER 10 SPACES) PROVIDED: 2 PARKING SCREENING REQUIRED: SINGLE ROW OF '12" HT. SHRUBS © 5' O.C. ALONG PORTIONS OF PARKING VISIBLE FROM ROAD PROVIDED: SHRUBS PROVIDED ON NORTHEAST AND NORTHWEST CORNERS OF PARKING PARKING LANDSCAPING REQUIRED: SITE SCREENING TREE CANOPY PREVIOUS APPROVED PROVIDED 5% OF PARKING AND CIRCULATION AREA = 4,298 SF X 5% = 215 SF 600 SF REQUIRED: EXISTING WITH ADDITIONAL SCREENING REQUIRED PER COMMENTS ALONG ADJACENT RURAL PROPERTIES PROVIDED: MAINTAIN EXISTING & PLANT DOUBLE STAGGERED ROW OF EVERGREEN SHRUBS 10' O.C. ALONG 20' BUFFER REQUIRED: PROVIDED: REQUIRED: PROVIDED 2X BALL DIA. MIN. 4,798 SF (10% OF 47,978 SF SITE AREA) MAINTAIN EXISTING 18,288 SF x 1.25 = 22,860 SF ADDTL. PROP. = 1,774 SF TOTAL CANOPY = 24,634 SF 3 PINES, 6 DOGWOODS, AND 43 AZALEAS PER APPROVED SDP1990-57 & SDP201 1-55 MINOR PLANS 3 EXISTING PINES, 6 PROPOSED DOGWOODS, AND 43 PROPOSED AZALEAS (4 EXISTING AZALEAS COULD -UTE 4 PROPOSED ONES AS SHOWN IN PLAN) RUBBER HOSE AT BARK DUY WIRES (3). WHITE FLAG ON EACH TO INCREASE VISIBILITY. TURNBUCKLE (3). GALVANIZED OR DIP -PAINTED SET TREE AT ORIGINAL GRADE MULCH: PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER: USE PREPARED SOIL 6" MIN. WOOD DEADMEN (3) ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING RUBBER HOSE ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE WIRED TOGETHER. SET TREE AT ORIGINAL GRADE MULCH; PINE BARK OR WOOD CHIPS 3" MIN. SOIL SAUCER; USE PREPARED TOPSOIL 6' MIN. WOOD STAKES 3" IN FIRM SOIL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE. BARK MULCH 3" MIN. CREATE SAUCER WITH TOPSOIL 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED. GENTLY COMPACT TOPSOIL MIXTURE. TAMPED ADMIXTURE BACKFILL BM2ER ASSOCIATES PLANNERS / ARCHITECTS ENGINEERS / SURVEYORS Roanoke / Richmond New River Valley / Staunton Harrisonburg / Lynchburg www.ba1zer.cc 1561 Commerce Road Suite 401 Verona, VA 24482 540.248.3220 i,LT H OF o� �r D. Kent O'Donohue, Jr Lic. No. 1683 l 01-17-2020 pE AR_ III- , . J ... 0- •o IL 4 - 0 LL DRAWN BY DESIGNED BY CHECKED BY DATE SCALE REVISIONS 10-29-2019 01-17-2020 DKO DKO ERB 03-25-2019 1"=20' LIGHTING ■ ■ 1. NO FREESTANDING LIGHTING IS PROPOSED. EXISTING BUILDING MOUNTED LIGHTING WILL BE USED FOR ACCESS PURPOSES. 2. IF LIGHTING IS ADDED TO THE BUILDING AND/OR SITE AT ANY POINT THEN A PHOTOMETRIC PLAN WITH SPECIFICATIONS NEEDS TO BE PROVIDED TO THE COUNTY PLANNING AND ARB DEPARTMENTS FOR APPROVAL. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE 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 LUMINAIR AV ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZO '49vu DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 0 PROJECT N0, 3. 0014.01