Loading...
HomeMy WebLinkAboutARB201900149 Plan - Approved 2020-02-040 NORTH O r* 0 O r' N o y HILLSBORO LANE < D M C ►T► S/TE 0 oQ- o� O T F6 � v VICINITY MAP SCALE: 1 "=1000' [+181 ROCKFISH GAP TURNPIKE SDP20191 i WHITE HALL DISTRICT ALBEMARLE COUNTY VA SHEET INDEX C1.0 COVER C2.0 EXISTING CONDITIONS PLAN C3.0 LAYOUT PLAN C4.0 GRADING PLAN C5.0 SITE DETAILS C6.0 LANDSCAPE & LIGHTING PLAN LEGEND -- - EX. INTRMDT. CONTOUR PROP. INTRMDT. CONTOUR PROJECT NARRATIVE EX. INDEX CONTOUR - - 600 PROP. INDEX CONTOUR ��`� THE OWNER IS PROPOSING THE CONSTRUCTION OF A PARKING LOT TO RELOCATE PARKING TO THE REAR OF THE i..`'£� EX. SPOT ELEVATION 13.55 3.5 PROP. SPOT ELEVATION EXISTING OFFICE BUILDING. NO EXTERNAL UTILITY WORK IS ANTICIPATED. NECESSARY GRADING, EROSION _�1 CONTROL, & STORMWATER CONVEYANCE WILL BE PERFORMED.6"HDPE Imam= EX. STORM PIPE PROP. STORM PIPE ____._,....W L__,.w_.___...._ EX. WATER LINE PROP. EDGE OF PAVEMENT S`° I'�1 EX. SANITARY LINE PROP. BUILDING ALBEMARLE COUNTY GENERAL NOTES _....... M w._ _.. w.µ EX. EDGE OF PAVEMENT PROP. LIGHT DUTY CONCRETE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING' CONNECTION TO EX. BUILDING PROP. ASPHALT PAVEMENT ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (STANDARD/HEAVY DUTY) (VDOT). VDOT THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. " "', . EX. POWER POLE �' °' � � � � .... � �. . ��'�: PROP. HEAVY DUTY CONCRETE WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. rS� EX. SEPTIC TANK COVER BENCHMARK 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ' EX. STORM SEWER INLET X PROP. FENCE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED co CLEANOUT ---- - - ---- SITE PROPERTY LINE EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ------- ---- --0I...IU-_....W .,_____w.- EX. OVERHEAD UTILITIES µ. _ _..._. ___ _._._ _M_.._._w__. ADJOINING PROPERTY LINE 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. X - EX. FENCE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER ""�`.h,,W"" �' '`'°" '"'° EX. TREE LINE 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 ABBREVIATIONSDEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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 GBS GRADE BREAK STATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS . ASSOCIATION SS SANITARY SEWER RESPONSIBLE LAND DISTURBER 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 IN TERSECTION STA STATION THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN BW BOTTOM OF WALL INV INVERT STD STANDARD APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD CB CINDER BLOCK IP IRON PIN STO STORAGE OF CONTRACT. C&G CURB & GUTTER LT LEFT SYS SIDE YARD SETBACK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBD TO BE DETERMINED CONIC CONCRETE MH MANHOLE TBM TEMPORARY BENCHMARK COR CORNER MIN MINIMUM TBR TO BE REMOVED DBL DOUBLE MBL MINIMUM BUILDING LINE TIC 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. REQD REQUIRED YD YARD EVCS END VERT. CURVE STA. RR RAILROAD APPROVALS Department Date Department of Community Development Planner/Zoning Engineer Inspections ARB Department of, Fire Rescue Albemarle County Service Authority Health Department GENERAL NOTES 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 i+ ENTRANCE CORRIDOR OVERLAY -I- SCENIC BYWAYS OVERLAY CURRENT USE: OFFICE (2,850 'SQ. FT.) PROPOSED USE: OFFICE (2,850 $Q. FT.) ADJACENT LAND USE(S): COMMERCIAL, 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 C_ OMMERCIAL & 50' ON SIDE WITH RURAL USE REAR = 50' BUILDING .FOOTPRINT = 2,850 SQ. 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 CATV, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 9. NO GRAVE SITES WERE OBSERVED 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 BjM ZEli & ASSOCIA'TES 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 ELT H OF o� �r C1 "D. Kent O'Donohue, Jr.� Lic. No. 1683 01-17-2020 PE z O O =j UJI 0 Z LU 2 a. I-- � z ULI v7 > L) � U �z 0 LL U O Ci W o U' � U J Q s� ® co 0 fun w- w m DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 03-25-2019 SCALE AS SHOWN REVISIONS 10-29-2019 01-17-2020 C E0 PROJECT NO. 34180014.01 SITE SOILS TABLE. HYDROLOGIC SOIL TYPE SOIL NAME SOIL GROUP, 7B BRADDOCK LOAM, 2 TO 7 B PERCENT SLOPES SOILS NOTE: SEE SOILS REPORT FOR DETAILED SOILS INFORMATION SUBMITTED WITH WPO SITE PLAN. j N, -A- W L. W WL. 41 m ... . .. . .. WL-­­- WL- . . ......... . ......... ............ ...... .. ........... ............ ------ . . .................... . .. ... . .............. ... .. ...... ... .. . ........... . . . . . . ..................... . ..... . ...... ............ . . ..... .. ............. .................. . . ......... . ...... _J .... . ........ ....... . ..... . .... . . .............. . ..... . ........ ...... N ROCKFISH GAP ....... ... ............ . . :'311 Houlk 21�() TX I �,q ___­_,­,­,_ I", , (TO REUA IN) 0/0, R-0-0 TOP,-, 706 48 —_-I . . ............ ............... ........... ......... . .... /VV /W i ................ ...... . ........ . . ................ ................................ . ..... .......... z�, OUT- 7( )1y 74 MA 10 ........ . . . ............ ... . . ..... .. . ........ .... . . . .............. . ... ... ... ...... 9ffc4l/ .. ......... . jw SYAIN) . . ..... _A (TO RL 15' P 0 W E I R AS"UME F[�OM CEN-r'--r� OF . .......... ji\ 14`� ...... ......... 10 (Tb A4 IYA IN) ........ OWE'R LINE ....... 0 V Elf ............... .............. .... ...... . - ............ .......... .. _:__ ' ECORD FOUND) .. ....... \_3 I NO k ........ .. gsnv (T "'v ... ....... ......... ...... EY PVIII�,r�,vfk'72W Hj .................... o Mu ........ �.j C', U �wp I (TO REUA IN) ........................... xv­ 4 J'�j l',, 'MI'llu 0;"Iu -100 �q z, /? 0,0/f /17i'., \A, N... ... ........ 7H, ...... F� U7777,, it A", UY V _J 1.0; .......... ... REUAIN) J, 1 — 575 '42 `58 V 2JJ 76 V 7.. 72 . . . . . . . . . . . . h (TO T .. . ....... .... .. . ..... y . ....... . ....... ....... ­0 .. . ..... .............. ... ....... . ...... ------- . .. . ....... -4 A J 2' WL 1/ V J REIVAIN)'. T 0 .. .... ..... . ..... ..... ...... .... (To REIVAIN) [X AZ11AS, T 2. & ff 4A P44 N) (TO REMA IN) - 1-111T[-- i (TO REUA IN) ... ...... .... . ..... . ... REPL4 CEL (fig. Bf (T L Rf VAIN) r ILI (TO RL / VA IN) . .. ...... . VF ................ ............... . ........ ... . ............................. ............................. ... . .................. . .... ........... -'R 0 CKf -ISH �A P T U, RNPI) ......................... ............. ............ V 4\ (TO REI VA IN) '55 A/ -109 TA X J (TO REIYA IN) -51 -655 8. 8 PG, ZONING.- HIGH WIMY - CORWERCIA WITH R & 'SC AIN SOIL TYPE, TYP. (TO RE NCk( C01, /P0, ENTRA < ........ Sv 0 VERLA Y . ........................... .... fN MA" 7B 000 Of f ICE r USE. 4 . ........ q% ,, ,� \ "I i , I LA CED) (TO 94- RL EP C?[- T(� All 7 ON ............ ........... .. . ......... . ...... y ... ...... .... . . . .... ..... .......... . .... ......... .. . .......... . .. . ......... A(/ Rr,-UO 140 (TO 8L A /V XA All D IV (TO REUAIN)] 'RLrPZA -,,BF A IN) (TO RLEM 0 CL-D) .0 liol 0� REMA R ED) ------- EUO VL (TO . .. ...... .... (To;� REIVAIN)., (TO ah IN .. . ....... .... ..... . . ........... ACC fM SOIL BOUNDARY`r­-L,11­��,IF TYP 2 p .... . ..... ....... . .. . ............. MO tUAIN) 1,9526 NZ�@42 XDlf ILI f7 7�, 5 6 6' e 7 -4110 A 1,1/1 Al' f 9 r 01 201 20, 40 60 SCALE': 1 20' j BALZWER 8r- 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 t,A,T H Op D. Kent O'Donohue, Jr. Lic. No. 1683 U 01-17-2020 '�y PE '?, z 0 0 nj W Q� < 0 CL Z Uj y_ U) 2: C-L 0 C) co 0 z C) C0 LL > 0 :z ::D S�2 o U 0 Cr U) 00 _j LU _j _j oo LU 2E Uj EE m oT_ (0 LU 3: < DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 03-25-2019 SCALE III = 20' REVISIONS 10-29-2019 01-17-2020 E PROJECT NO. 34180014.01 /7, ? <j ............ ........ _..», __ _�........... _..... » _,_ ... _.................. _", "...:..: " w_-___.................. _"_ _ ,w _....__ f' »»,_». "»...,. RoCKFISH GAP TURNPIKE ROUTE 250 NO PARKING WILL BE ALLOW�.D 00 0/y, AT FRONT OF BUILDING. THIp 010 /1?— 0— I G . W N PANS ON PLANS ff FUTURE B D _, ........_",.,,,_...... ", w........... ,. C SAW:,�CUT�EX.,CONCRETE� ,,,..,, .,,,,,,, � , �` ��FOR�PLANTING•BED•���� 10 MINI.-30 MAX. ' f ,� _� . ... . ................................. , ..FR'ONT BLDG. SETBACK r,M "•....» # (SEE LA -PLAN) ,, F 'f i Jf ( (gj ' ' ' '3 'MIN WIDTH.- SI�DEWAL3' #-TYP" y✓°\ . _. , ; 14.43E 1. t } ......... h „ ........ ' i — : # j 7� is ..,v...w , „ Y ,3 �• ' 4 � `� . J5,V i` < 1 T :.. (TO REMAIN } , , �. --- i -- - -- -- ------ — — — ------ — F i- #b { r:^• 31 2Ix : .c c i �' I , /,✓ i £ £ �# .,..a_.,,,..,.», ..<,>._. ,� a»:.F 'D ,.ss w,:- � u»,..,,..,..o ,..,.».... .,, ," h.s.:.:.,�. ,..,.._:.a� �<n >.emu.._.:c7,.:w:_,,.,� .��,... , ....:.a.e..,'r:..,aae 3�.. 1 # 71 E ,.� \ "✓ ✓ .tom .✓" ` ✓"r# # �} � € \ ,�:, F } 3 ....", . ' t° 53.94 H� LOCATION OF EX. MECH. UNITS'` #, y . ( Y 3. ?'„, }" wa: i`,t ( 'L ww:•An a\•u<w.,a.<,F 3 3a=#.:.( �7„`�,?�..�r :.a i.,,,wwwr a:,:iw:3 :.'S ` #. i D �.,� .w..,,,w.,,,,, ..,,,. 1 _ # . 2 f �2 } � i �.,. xa..,,:,,.< ' � `� Lxu„<x«:«'.aaa'�F �':8(„�# � ay � Sa::a b ,� f # �? a� �:,w �.3 J F a»?�d� 3 " i' iI (NOT VISIBLE TO STREET) J5.00 F" 1 i F / hC { a SIGNS 1. 30:07 i o (TO REMAINS ONE SIGN MUST / 3 BE VAN ACCESSIBLE � CONC. SIDEWALK, TYP. (SEE DETAILS) '£ SEE DEf AIL: , s / , Hk.dFL\,a a„" .:: 3 s U ` V. !. t2i !•.�)' ,yam T e: :> DUMPSTER PAD F.€; `\ .. W PRIVACY FEN E / . r 24 TYP. 3 / i 24 WIDE PRIVATE DRIVEWAY- CONN..TO, EX. - PVMT.. _ � � 18 TYP. (SEE DETAILS) :; t NEAT SAW ---CUT -EX.- -CQ-6 & MA.INTAI.N EX; ,�° TYP! y ,. FLQWONE AC.ROS� N.TRAN;GE / }.. (SEED DETAIL) \" 38 LF OF 8" HDPE CULVERT © 1%� SLCF?E. „ �.. R 10 / .,..,. y FR M INVERT ',IN TO`OUT'.IT .IS '7,..LF ' F N.=12 HDR A 4 j IPE ADAPT R . 24 LF ' 9 F CONC E .CAS_o£D DU' AS.LOT.. �.. R F,. ! �: OP N ,'� P t£TREi\I HnORAIN_ x�A'GR'OSS'' DRIVEWAY, A PIPE - ADAPTOR, AND 7 LF OF N-12 tHDPE: ',€ fl EDGE OF # f' / ✓(SEE DETAIL)'' CONC. BUMPER / P E 2 AVEM NT (TYP.) BLOCK, TYP. ' t (SEE DETAILS) J : i `1 r c i I L DI ETBA'i < I 3'X6' RIP —RAP CUT IN TO EX. GRADE © 1' DEPTH TO PROVIDE DISSIPATION OF WATER AS IT W ENTERS NATURAL SWALE „ (SEE GRADING PLAN FOR DETAIL) NEAT SAW —CUT � � MAINTAIN FLOW —LINE ACROSS EX. CG-6, TYP. ENTRANCE WITH 2% SLOPE FROM EX. PVMT EDGE ENTRANCE DETAIL NEAT SAW —CUT EX. PVMT. (SEE PVMT. JOINT DETAIL) N.T.S. 20' PARKING REAR SETBACK/BUFFER LEGEND: EX. PAVEMENT PROP. PAVEMENT (SEE DETAIL) PROP. CONC. SIDEWALK ° a (SEE DETAIL) a PROP. DUMPSTER PAD (SEE DETAIL) 50' REAR BUILDING SETBACK 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. 20 0 20 40 60 SCALE: 1 " = 20' BA I Z_ E_R__ & ASSOCIA"TES 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 TH op s F� C'D. Kent O'Donohue, Jr.� Lic. No. 1683 ,- 01-17-2020 C�q PE z O H Oct U O J W CYM (AD w Z Y Y Q C LLI U) �nn L.i.. L U � O LL r 01) Q 0 c DRAWN BY DESIGNED BY CHECKED BY DATE SCALE REVISIONS 10-29-2019 01-17-2020 DKO D KO ERB 03-25-2019 ill =20' C3NO PROJECT N0, 34180014.01 Cc Y 1Bit TEMPORARY RIGHT-OF-WAY DIVERSIONS TYPICAL GRAVEL STRUCTURE TYPICAL EARTHEN STRUCTURE Source: Va. SWCC PAVED CHANNEL OUTLET PAVED CHANNEL CONSTRUCTION OF' A SILT FENCE (WITHOUT WIDE' 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. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS 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. 3.Ub- TRANSITION RIPRAP APRON RECEIVING -"IEL i._9,.; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. RIPRAP APRON REDUCES THE FLOW VELOCITY BELOW THE PERMISSIBLE VELOCITY OF THE NATURAL RECEIVING CHANNEL. 2. TRANSITION SIDE DIVERGENCE IS 1 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./see. SOURCE: VA. DSWC 3.05 SILT FENCE SF TEMPORARY 3.11 RIGHVERSIONAY RWD 3.18 OUTLET PROTECTION op 3.38 TREE PRESERVATION PROTECTION ION TP M Sherwood and wyant TYPICAL TREA TMENT - I (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA .//DYY 2" ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 12" MAX. 4:1 OR FLATTER JUNCTION SLOT 6" MAX. STEEPER THAN 4:1 "I I-111 EDGE AND END JOINTS i CHECK SLOT TO BE SNUGLY ABUTTED (JUTE MESH WILL HAVE 1 I I TERMINAL FOLD STAPLED LAP JOINT IN ` LIEU OF EDGE JOINT) I LAP JOINT 2" MIN. TAMP FIRMLY '(JUTE MESH ONLY) I I I I I I I ANCHOR SLOT 5' MAX. 4:1 OR FLATTER I I 3' MAX. STEEPER THAN 4:1 I I I 1 6" TO 12" T I I I I i I I I I I I I I I I *CHECK SLOT 2" -+-I 1" TO 2" I I TAMP CHECK SLOT FIRMLY -v {_do__�� I VAR. VAR. 6" TO 12" 6" TO 8" MIN. PLAN VIEW STAPLING DIAGRAM '`CHECK SLOTS AT MIN. STAPLE FORMED FROM NO.11 STEEL WIRE. 50' C-C INTERVALS; 8" STAPLE MIN, LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL 6" STAPLE MIN. LENGTH FOR OTHER SOIL. "COMBINATION!) BLANKETS JUNCTION SLOT ••4 TAMP 2" FIRMLY 6" TO 12" �-•�- 12" -k, PLATE 3.18-2SOURCE: VDOT ROAD AND BRIDGE STANDARDS TP DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING PLATE: 3.36-2 IS LESS THAN 04 CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES 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. 20 0 20 40 60 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 _ SCALE: 1 " = 20' SLOPE OF 1.8%. .... R0C�FISH GAP TURNIIjKE. ;.✓.,,r, � ,, ....... ROUTS 250 _.._......._.__...,..,W�....�,...._.�.._.__��_,,,.__�....�....�..._..�. �� r=� 0 R-O-W t ,.-.,.,..............._.,,,_..,M.,..,,,._...,.,.....w�.,..,,w..,..,.,...,..._......v....,,v.,..,,...„....,...,,.,,.,,.,.w._..„.,,....:...,.,,...".,.,:z..,.:.,:.,»:„................................ ..:.w.„......:.,,.„.,.......".•,»w.w,....w,.v......,.,_.................._...,_...,_..............._........_......,....._._»._.,.._...,...._ ..........,..,. ,,.......................... .._,.............................._...............................................,..,:..,.......,..•......,w,.,.:..,:....:�.,.....,..:... �...:.,...,:...,,,,»»............w.....�.......,,..,.....,...,m°..,,.....,:...»...........,........__.._.....,....,..,,.»",,,.,....,..,....,..,..,...,...•.,.,..,,.,...,.......,«...,.....,,.......w,..,..,.,..._.......,",....:_...,,..,...„_...........�,....,......,,.....,......,...,.w„:... , r # IN . ,. ....... ........ .w..,,...,,,.,,. .., ..,,__.,..,.,.,,.,,:._.,,..,.,..,....,. .,,.,,.,. ., ft W 1. w '�• j �,",r "� . ••"`` � � w.:,.._.:.....is� z'...,., s, ,✓ ` 3..�"� j t f3'�r ,, .._ r Yi a 12' AZALEAS�yBe ° 6 -10; 'DOGWOODS PER AP.P .,OVE/Dt`SITE PLANS ... 12 ' AZALEAS C� 4' 0" O.C. : Jr SDP20 f'=5'5 & SDP1990- 57 AS -T`(P: S ' ... 2 AZ - _. ?j lS, � � ,._ 1 AZALEAS, 6 10 DOGWOODS, w l " & 6'" ` 10' WHITE ES GROUPED `• PER APPROVED SITE =PLANS 01 1-55 & SDP 1990-57 .. i .",.# ;.a3 3...E t.3 ....,.., .,."..,...............:... r i { .. -. .......,,.: :.,. r 4 - 1 # J PER APPROVED SITE PLANS %1y}"fit.... , `1 \\ I TP 1 199-57 _.. ...... ._ ._ ..... o... �. _.._' .... ,,,." ..... ........... .....gx i , 1� t# ,�,.. LIMITS OF DISTURBANCE ;.x _..,..._. a , f >� v ,.:. ., w................................... ..� -� ue ■� ^ �. ..�,�...__»__�_.__, ..,..M_...,„.,,�..•,..:.�." I .... ,, . y.., .. .: - y .:: 09 „ . II IDPE_ 1 1.55-' 1; ' EX. BIORETENTION ON ADJOINER RWD I 09.54 3 _.F AREAQD ROPERTY CONTR.IS O SSIRESPO SIB RITI QR o I EEPING SEDIMENT OUT OF BIORETENTION 08.00 r a _ 08.76, I ......_....:._. - 09 28 `k ° \'`s 12�.16 t£ .,.. ..x.... � ,• �, ... � � , �i AND PRE-TREATMENT CELL AND „ € £ \ N E ,a 2 , t REPLACING/CLEAN INQ IF QONTAMINATED. -y = 4 1 4 1 23 ::, 00 _ :4 `a 2, 09..55 .­12010-- w t x I09,35i I ; , {, 3 i t 1 , 3 ix ....„.. a.. .,♦ „. " ,w 'I ..':' _".. _ „_ » „ i 1 .� ra..r .. r■•"`.. LIMITS I OF �DISTUR ANQE Y 8,9801 Q E s $t tf E 00 3 i x t' 00 £ 3..:, I t I b ..f ✓ _ :; ,, Z3 f i= t f � ,.,M..,, , O i TP s 1 ., :, .:, , •.:.<i :e+ 1 ``: , _ TP{.., M. 07.17 _ a , , , 3 __.... r , } Q ... ..... f i E ; { s : I £ /f,...,..,..,, fir' ....r F r ✓' ; 3 l € } { `M\, I E �� E I E /' \,mil` } t . r ✓" £ ; f .r .., l {„-\., - .., i \ ♦ `�a, r`., � S.✓ { E { , i ,=i t j t j . , :,„✓ f 3 s #` I {0 P :x \` t 3 , 4 `\, .>.h,. ,,,.- _ • i, `b . s f..". : r .• 1 S d l �� ,-° ,� 3'v 6' { SI RIP RAP CUT TO EX GRADE © 1 DEPTH TO PROVIDE i t r ;` {✓ `` >f DISSIPATION OF WATER AS IT ' 2 r ' r tr'; i r „ ENTERS/NATURAL SWALE (SEE 0 U T L P R OT EC ON DEL I2 1 f � � f, t. 1 ✓ t> t 1 f BAUER & 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 �,I,, T H 4p D. Kent O'Donohue, Jr.� Lic. No. 1683 10-29-2019 MCA PE 0 0 �j 0 Z Uj -,z C r 0um DRAWN BY DESIGNED BY CHECKED BY DATE SCALE REVISIONS 10-29-2019 D KO D KO ERB 03-25' 2019 1 - 20 Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 C4.0 PROJECT N0. 34180014.01 PURASLOTO STANDARD HEIGHT ASSEMBLY GRATED ASSEMBLY G G" A E SEE BELOW C 0 I I A. DURASLOT END CAP OR TAYLOR PLUG FOR 30." & 3V PIPE G. YV SPHS X 1"LONG W/ WASHER B. DURASLOT PIPE H. DURASLOT GRATE CONNECTOR; C. DURASLOT ADAPTER I '" P HEX HEAD SCREV/ X:3%2" LONG Wl WASHER & 5/6" WINGNUT D. N-12 PIPE J.. PLASTIC SLEEVE SPACER (GOES ON I. - NOT. USED W/ 4" DIAM.) E.. DURASLOT COUPLER BAND IC. HEX HEAD ASSEMBLY: F. OURAS40T GRATE ANCHOR %'. HEX HEAD SCREW X 3A" LONG W/ (2) WASHERS AND FA6" HEX NOT NOTES: 1. EACH CAP.(A) &: ADAPTER ;(C) COMES WITH AN ANCHOR (F) 2.: EACH COUPLER BAND (E) COMES VVITH HARDWARE - I,JA, & L TAYLOR PLUG. USED FOR 3. (K) NOT USED W/ 4" DIAM. W/ 25' SLOT RISER 39" & 36" DIAMETER PIPE OPEN TOP ASSEMBLY L E �- SEE BELOW y, A F C K 0. . is `.' A. DURASLOT END CAP OR TAYLOR PLUG FOR 3A & 36" PIPE L HEX HEAD ASSEMBLY B. buRASLOT ADAPTER Vr.- HEX HEAD. SCREW X 3Z" LONG C. N-12 PIPE W/ WASHER & %i" UUINGNUT D. DURASLOT COUPLER BAND J. PLASTIC SLEEVE SPACER.(GOES ON I. - NOT USED W/4" DIAM:) E. DURASLOT GRATE ANCHOR K. HEX HEAD. ASSEMBLY: 'X6' HEX HEAD SCREW X 3f" LONG W/ (2} WASHERS AND %," HEX NOT L. DO SLOT BAND FLANGES NOTES: 1. EACH CAP (A) & ADAPTER (C) CONIES WITH A CAP (F) 2. EACH COUPLER.BAND (E) COMES WITH HARDWARE ADVANCEDDRAINA! E5YSTEhIS,IPIC.("AR•�.")HAS:PREPArREDTHI.aDETAILBA*EQ.C.NINF &L) REV: DESCRIPfIC?PI BY RIM/DD�'!Y CF1fS�3 02019ADS ITV`: � � N INFORMATION PROVIDED TOADS. THIS DR�t'h1NG IS ° GiNS INTENDED TO DEPICT THE COMPONENTSASRECIUE:STED: ADS HAS NOT PERFORMEDANY ENGINEERIt10 OR DESIGN SERVICES: FOR THIS 211 i2013 PROJECT. i`1t]R HAS ADS INDEPENDENTL'f.•VFRIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED'HFREIN ARE 4610TRVEr!IACI B.L` ID DENERAC RECGAitAEPJI7ATIONSANDARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN EJ�IGINEER SHALL REVIEW THESE CiE'rAILS PRI�JR'TQ "IR z� -`- FIILLIARD; Ok110'931J26" KAKf_'(JNSTRJCTION: IT 13 THEDESIGN ENQINEERS RE3PONSI811-We TO E.NSIJRETHE DETAILSPROVIDED HEREIN h1EETS OR EXCEEDS THE " NTS P C PATI NAL STATE OR LOCALREGUIREMENTSANDTOENSURETHATTHEDETAILSPROVIDEDHEREIN.AREAGCEPTABLEFOF2TkIIS oval+cERoniu Ear,3?�r�;lvc: AP Ll. ABLE O DRA4NUNG,NWADER: STD- 1 OF`I: PROJECT. DURASLOT" VARIABLE HEIGHT SLOT RISER 4" 3$" DIAMETER s NOTES: 1. SLOT HEIGHTS TO. CONFORM TO DIMENSIONS:ON PROJECT PLANS. W AT EACH END OF EACH. LENGTH OF DURASLOTO TO BE DETAILED ON SLOT DIMENSIONS LAYOUTS FOR APPROVAL BEFORE PRODUCTION. 2. DIMENSION FROM GRADE TO PIPE INVERT: H (ACTUAL SLOT HEIGHT) + PIPE.DIAMETER + RECESS" 3. H1 AND H2 VARY BASED ON PROJECT SPECIFICATIONS. :cJ r HEII:zH 4" - 36" PIPE WITH VARIABLE SLOT RISER DIMENSIONS PIPE H VII F 0 S PRODUCT #. PRODUCT #� DIAM. (GRATED) (OPEN TOP) 4," 0 00mm) VARIES" 0.34" - 0.5" 1.25" 1,75" 0490DS O490DWT (15!gmm) VARIES (13nim} (19inm) (�I4mm) (57mrxt) 0690DS. 06900SOT 8" (200mmj VARIES 0.625": (16mm) 0.76" (19mm) 1.75" (44mm) 226". (57rnm} 0830D5 0.00DSOT 1A" VARIES Q.75" 0,75" 1 75" 2 25" 10 "@ODS 09 10DSOT (25.Gm1)i) (19mm) (1901m) (44mm) (57mrn) 12" (300(m) VARIES: 1125" (29mm) 0.75" (19mm) 1.75" (44m1n) 2.25" (57mrn) 12900S - 1290DSOT 15" 075m.111) :VARIES: 1.25" (32mrn) 0.75` 09mmj 1,75" (44mm) 2,2.5" .(57mrn) 1590D.S i590DS:Q'r 10'" (450nim); VARIES1.5" 38rnm) 0,75" (19mm) 1,75" (44mm) 2.25" (57mm) 1$90DS: 1890DaOT 24" (60Qmip) ,VARIES 1.876" (4.8rnm) 1.0" (25mm) 1.76" (44min} 2.26" (57rrim) 2490DS. 2�490DSOT 30" (75Urnlii) VARIES 2.65" (65mrn) 'I;, (25rnm) 'I 75" (45mi1i) 2 ?S" (57mrn) 3090DS: 3990D:SOT 36" ($OOmmj VARIES 2.85" (72mm) 9" (25mm) 1.75" (45mm.) 2.25'" (57mrn) 3690D5, 369oD.S01 ELEVATION VIEW` D2019ADs,.INC REV. cESCRIPTICN Bl h9MiDD/YY cHK ACNANC.ELIDRAINAOE �S:TEM:a; INC:: ('ADS') HAS PREPAFhE.D THIS DETAIL.BrtSED QN INFORMA rlOrl PROVIDED.TO.ADS:: THIS DRAVNIV.O.IS INTENDED.TO DEPICT THE. COMPONENTS AS REOIJESTED.. ADS: HAS NOT PEiFORMED:ANY ENGINEERING PR DEW3r1 SEFNIcE"aFCIRTHIS �,o ?f120f0 PROJECT, r1OR HAS ADS IriCOPENDEIU7LY VERIFIED THE ICJFORMATICN SUPPLIED. THE INSTALLATION DETAIL-3 PROVIDED HEREIN'AF17-- GENERAL.. 1640 TR9EMAN BLVD RECO"hIMENDATIOh!SAND ARE NOT SPECIFIC FOR THIS PROIECT, THEDESIONENGINEER $HALL.REVIEVVTHESEOET.AILS"PKICRTCI HILLIARD.OHIC143026' � KAK KOtISTRUCTIQ I, E Ci IT IS THESIGrI ENG01EFRa RESP.CCISIDILITfTQ ENSURETHEpETAILS PROVIDED FIEFZ11,! 1V1EETS GR EXgEED5 THE N L�1lU o r1TS APPLI13A6L•E NA.. IC?NAL, STATE, CR LOCAL REGl1lREt,1 ENl'$ P.PI.D'rO ENSURE THAT THE DETGjLS PRG;/IpED HEREInI riRE'AOLEPTABLE FOR TI-II;Szioqu+cEu'or�nnQssys?Erae;uic, PROJECT: DRAVM1\10NIJM0ER:- STD-1302- - I OF 1. CONCRETE PER LEGAL SPECIFICATION FOR,EXPANSION JOINT CURB & GUTTER ASPHALT OR CONCRETE ; a d ;: tr 1, % I+ t �1 •� PAVEMENT ,:.. ; o Q p• q a .b dA ,M , ; BASE MATERIAL -' �. �. 1.r.. Q x. _ .. AS APPROPRIATE 4� d 4 4. GRANULAR SOIL COMPACTED T►i=I TIl=1I=1 I 11=IT 1111 111=-II /TO95%MODIFIED PROCTOR: S MIN. 6" -- - - - j Moderate / Residential Traffic - surrounded by Concrete to below the center of the. pipe.. This type of installation. has been used when traffic loads are not as..heavy (e.g. retail parking lots, against curbs, etc.). The soil below the pipe and concrete must be high quality and well -compacted. The coupler bands are soil -tight. If a water -tight installation is recluared, a full 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. �t 2Cii8 ACS, ItlC, ADVA" ICED ORAIrIAGE SYSTEMS, INC. ( ADS°) HA PREPARED.THISSEIAIL BASED QN INFO INTENDED TO CEPII i 7HE COMPOPJEIIT& AS REQUESTED ADS HAS NOT PERFORMED ANY PRE?JEGT, r1OR HAS ADS IN0EPEHDEPiTLI VERIFIED THE INFORMATION SNPFI,IED." THE INc, RECOMM ENFJATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. 'THE OESIGN ENrINEER- CONSTROCTION. IT IS "rHc.DF �ipN ENGINEERS RESPQN5. 1810T1 TO ENSURE THE DEFAIL APPUCABLE NATIONAL, STATE, OR LOCAL REOUIR&0 E�TTSANDTO ENSURE THAT THE DET PROJECT. REV. 8'e MMrD.D&Y CHKI) TNIS DRA1r.ING 1.S RVI C ES F C THIS M - DHERON.AREGENERAL 1050TRUEI.IAN8LV0 S•PROR TO �■a�rrr :: HILLIARD; OHIOd3d32r3. ECCEED.STH.E NTS iCCEPTARLE FCR'.THIS ADVAlC ED ov"NAog sera 19,4%Ilc- DRAWNG'NUMBER EXISTING PAVEMENT PROPOSED PAVEMENT 12" SAWCUT AND CHIP AWAY EXISTING SURFACE COURSE +2" PROPOSED SURFACE COURSE BENCHED o PROPOSED BASE PAVEMENT COURSE (I/A) JOINT o Oo -�-PROPOSED AGGREGATE SUB BASE ` 95% COMPACTED PAVEMENT JOINT DETAIL SUB -GRADE N.T.S. ROUNDED CONCRETE TOP PFESSUFE TREATED WOOD OR CEDAR PAINTED WHITE. 2 X 6 GATE FRAME 10" MAX. TOP AND BOTTOM BOARD -ON -BOARD PRIVACY FENCE PRESSURE TREATED W,QOD QR CEDAR 6" STEEL POST FILLED 2 X 6 BRACE W/ CONC. PAINTED PROVIDE BARN STOP AND WHITE. LOCKING HARDWARE PROVIDE d - STEEL PIPE RECEPTACLE I I FOR BARN STOP i PIPE CLAMPS SCREWED TO GATE WITH WASHERS SPACERS TO FACILITATE TOP OF SLAB SLIDING •.'• '�.' ' PIPE SLEEVE SET IN ENCASE PIPE WITH :,'•:,.::.:� I CONCRETE TO RECEIVE CONCRETE AFTER BARN GATE * STOP 4" PIPE IS SET LONG, EXTEND 1 4- ABOVE CONCRET w' . PLACE PIPE FOOTING .:: INTEGRAL WITH SLAB TRASH ENCLOSURE GATE ASPHALT PAVEMENT TOOLED EDGE (1) #4 CONT. NTS 6" THICK CONCRETE SLAB W/ 6X6 WWF SLOPE PER PLAN '• 4 a . 81I L aA W IMA 41 NA on 32 1 11] A IAi 10 N.T.S. - HANDICAP PARKING SIGN WITH INTERNATIONAL SYMBOL OF ACCESS ON BLUE BACKGROUND. PROVIDE THEFT PROOF BOLTS, WASHERS &NUTS. VAN ACCESSIBLE - 0 SIGN TO BE OMITTED FOR SPACES THAT ARE NOT PENALTY VAN ACCESSIBLE 1100-500 FINE TOW -AWAY ZONE TEEL TUBE PIPE CDS CONDITION AT CONC WALK in CONDITION T PLANTER AREA 1' DIA CONC FOOTING N.T.S. ■ A 6" THICK #21A STONE 6"X6" W2.9XW2.9 WWF NOTES: 1. G.C. SHALL BE RESPONSIBLE FOR OBTAINING ADEQUATE COMPACTION OF SUBGRADE PRIOR TO PAVEMENT CONSTRUCTION. 2. WWF SHALL BE PLACED IN TOP HALF OF SLAB DEPTH. 3. CRACK CONTROL JOINT SPACING 18' O.C. (jTH SLAB DEPTH). 6" VDOT CLASS A3 AIR ENTRAINED CONC. 46 d, l X ° X 4 X" d X ° 6" VDOT NO. 21 B AGGREGATE BASE (COMPACTED) SUBGRADE (MIN 95% COMPACTION) CONCRETE PAVEMENT SECTION N.T.S. NOTES: 1. ALL LUMBER TO BE PRESSURE TREATED OR CEDAR. 2. GALVANIZED NAILS TO BE USED FOR FASTENING. Mr�Anr\ rlAI nr\Anr\ r-r-LInr- e" err n r-% c--r A r/ n A I n A n DOARD-ON-DOARD PRIVACY FENCE N.T.S. RESERVED RESERVED KI PARNG PARKING D r- c-Ir%r-%AIA I 1/ 0 MAXIMUM CONC. PAVEMENT SLOPE IN ANY DIRECTION 2% FOR ALL HANDICAP PARKING AREAS HANDICAP ACCESS DETAIL. N.T.S. NOTES: 1. G.C. SHALL BE RESPONSIBLE FOR OBTAINING ADEQUATE COMPACTION OF SUBGRADE PRIOR TO PAVEMENT CONSTRUCTION. 2" SM-9.5A ASPHALT SURFACE COURSE (SINGLE LIFT) 8" VDOT NO. 21 B AGGREGATE BASE (COMPACTED) J SUBGRADE (MIN 95% COMPACTIOl\ LIGHT -DUTY PAVEMENT SECTION N.T.S. 1 NOTES: 1. PREFORMED EXPANSION JOINT FILLER WHERE ADJACENT TO BUILDING. 2. SCORING EVERY 6, EXPANSION JOINTS EVERY 25' O.C. 3. FINISH - TROWELED EDGES, BROOM FINISH. VARIES SEE PLAN Rj" 2% MAX a Q a41 a a a a a: a 4„ e a a a4 o a6, CLASS I AIR ENTRAINED CONC. G c�c�cf?� v 6 p v 4" #57AGGREGATE\//\//�,///\///\///////////////////� 95% `COMPACTED SUB -GRADE SIDEWALK N.T.S. a a _ 4 4 h�. d a .a I c 4 4 a.. a II #5 REBAR 2'-0" LONG II II SUPPLIED BY G.C. II II II II ELEVATION II II II II II I I 0 /1 rA I I Y M r% P P-'f r\ 1 0% 0% 1 / \ ■ E / A n 1 1 2'"1 !-% E-! N.T.S. 3 1.8% MAX PARKING LOT MATCH SLOPE ON PLAN /\\\/\\/ 4 J. o x MATCH SIDEWALK 6„ o oo a o 0 0 DETAIL. \\//\\/\\/ \ \ \ \ \ \ \ \ \ \ /i. \ FLUSH TURNDOWN SIDEWALK N.T.S. MATCH PAVEMENT D ETAI L Ak IVAIS [WAk 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 NL T H OF of �O � D. Kent O'Donohue, Jr. Lic. No. 1683 10-29-2019 Cog pE AgG� z ..J W W z L-i-. ZD Q (D 11' - y_ L U ® SQ o 0 U n/L L UL W ¢ J = � C0 F_ w m O DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 03-25-2019 SCALE N/A REVISIONS 10-29-2019 C5.0 PROJECT M0. 34180014.01 EX OVERHEAD P0-ERLINES COUNTY SIGHT -DISTANCE H" _.,,,,.....�...,..... _... _................ / " t .......", . ~TRIANGLE.._.,.. ... �,. -. � ...... � ARE 18 A C�V E" " G RO U D" A LOWEST POINT AL NG W. 12 AZALEAS`&,6 -10, DOGWOODS -- _�:P_EZO.P_E . FRON f 0 w w. M� # PER APP OVED,/SITE -FLANS __ "",._.,.........._ ^..------ ..... SDP20� ' =55 & SDP 1990.-;5,7 12 AZALEAS © 4'- 0 O.C. T`(P.DOGWOODS 12\ AZALEAS, 6 -10 , �' PER APPROVED SITE 3PLANS / �` I,,. :.._."..,,.~" ...-..~,.:,._. ,.I t ...,.,,,...~,..,__. ~",....~_. w SDP 2 01 1- 5 5 & SDP 19 9 0 - 5 7 "�..., a= & 6 . 10' WHITE PINES G R`0 U P E D .... t } k PER APPROVED SITE PLANS l I f € SDP 2 01 1 5 5& SDP 1 '9 9 Q 5 7 ~, -w, L Yu 777 LIMITS OF DISTURBANCE " CS , ~, I rt . \\!1%\(li!f .�\ .1NM �1 \Ib \II \I .... r' sN r € m - ;1 .:t, �1 ��1(s �.II �\ll \1l/ `Ifs a l i a�•x,.�V, �� ..,,,.: /,A�J a,=• , 1jf�1 � ,. _.. ...._,,. gi S � t i ESA 1 = AZAL S t CS �� y .s .. k" / ,.' E .. I , (TO REMAIN O it j}E J .,,.. n ,,.:S::za ,.,; h -:xa:, ,"' _., .,. ..:." _.. qq ,..,e. 3 �,�. }t sa,::te. ..:.a.: ., ,. l 1 ?� '� �` '"3 "ti,,.,,y.,,E<....,.�`.,,..,. II _ ♦ f CEDAR 51 TO EM / AT' { R �N� R (4)� "PROP. AZALEAS TO ~ \ 3'0 MULTI TRUNK ' REPLACE EX. AZALEAS AT ,. ,...^ PINE 10» , I11 OWNER."5"{DISCRETIO.N,~ TYP. I ----------------'+ _ � ; t ° I �� ! . � ..,._ ... .., } •� � �NDI�IDUAL T UNKS) � (INCLUDED IN" SCHEDULE ,� .�.. ° �• � I i ' QUANTITIES FOR RA 12� FINE I t� f l i l i� ) t, �- 14 0 PINE ` IS (TD REMAINS F,r RA-(1) I?R6P.//XZALEA 1 ,. 13 PINE }jf{j t f _ 1 : _ TO-�� •R E P LAC � �AZAL�A. ~ Qp\ PREVIOUSLYI/R. MOVED ., 17 PINE 3 f # di x �, 1 i l" /F .�./ o } 10'0 POPLAR ' { I 3 MAPLE ' 40'0 st�•,,� ����,�,;.y.y'}.;��S•�b`p r�6.}''. ....._..,..._.............:; `'_�: __... " -� # MUL' TTR11UN' K ELM (24~.,,"........................IT kllD/UAL TRUNK�� ...................... . ° I1 ic 11 } I t :f .5s €3•s. r 3I a �-7 � a �/ c'r c7l 1 ( LLg c....BSj �II E } f x I L \ 7 ' } # EXTREEL�NE lOF,f` VARIOUS s' ~% :zk PINES/CEDARS, WITH A FEW , HARDWOODS`tATE4ESS :.THAN ,6 CAL AND 4 B ,J M/N/��1 L;f k�/ND R RUSH # '>, 3;.,._,"................ � '° UNLESS OTHER ISE 1N0% AT �, TYP. •I ;. F .r' � ��� 'rz� ,Suv ' ` � ( I t € �"u`luuvoo �•ivvuv' � }k o I" ` '%i` ]I„ .... ..• _ .~ ` �a 1 /j F { � ~ �t _ ll k If QnnM°_>�E •� gg ��ir coin o°c € ' .. ...,., .,... .. .. „� �S t s, I y # 1 � o `mac � ARw � �`♦.� ;'a� � ��. �i x ,w::� # F •� p# ; f;;1�v^." 'k t 1 t j . jjg 55,,13 ~..,... jj , s I ��` �`�'�`, ; LIMITS OF DISTUR AN E o II 1 8,980 SQ. FT. is QP I I TP , # 1 W % TP 13 RG MP t j 3 1 \ w DENSE AREA OF TA TE ..� ,� ...._` �i ._. ` >r �v ._.. �. \ r. :}; OR I LESS NES 1 t" CAI. LANDSCAPE SCHEDULE. LABEL SYMBOL SCIENTIFIC NAME COMMON NAME PLANTING SPECS QUANTITY CANOPY EACH CANOPY TOTAL Uj AR rubrum "Armstrong" Armstrong" "Armstrong" Red Maple 1-1/2" cal./ B&B 2 44 SQ. FT. 88 SQ. FT. QP Y 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 "Fastigiota" Pyramidal European 2-1/2" cal./ 4 95 SQ. FT. 380 SQ. FT. LU Hornbeam 10' HT./ B&B CS 0 Cornus x "Rutgan" "Stellar Pink" Dogwood 6'-10' Ht./ B&B ; 6 124 SQ. FT. 744 SQ. FT. BS � Buxus sempervirens "Myer's„ „ Myer,s Boxwood 24„ Ht./ #3 gal. 10 JC ,,�� Juniperus chinesis "Nick's "Nick's Compact" „ 24 Ht./ #3 gal. 12 ''Moon°c Compact" Juniper MP ° Myrica pensylvanica Northern Bayberry 18" Htr/ #3 gal. 15 18 SQ. FT. 270 SQ. FT. IB Ilex cornuto "Burfordii Dwarf Burford Holly r� 18 Ht•/ #3 gal. 20 Nana" m Z W IC Ilex crenata "Compacta" Compact Japanese „ 18 Ht./ #3 gal. 16 W Holly TM Taxus x media ,> Densiformis Densiformis Yew » 18 Htr/ #5 gal. 7 RC Rhododendron catowbiense „ 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 P•t .1 Ilex glabra "Shamrock" "Shamrock" Inkberry 24" Ht•/ #3 gal. 24 RA (39) (4) Rhododendron Azoleas Azalea (Various varieties) „ 12 Htr/ #3 gal. 43 TOTAL 183 1,774 SQ. FT. LANDSCAPE MAINTENANCE NOTES: 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. I Mal ki 10, 16*911 ; 1 :1 ;__ M 19 leymllwly � I Is] M 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. MULCHROOTBALL AND SAUCER WITH MINIMUM OF 3 INCHES SHREDDED OR CHIPPED HARDWOOD OR PINE MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED. • • 20 40 .• SCALE: 1 20 County of Albemarle Conservation Plait Checklist -To be placed on Landscape Plans (Handbook, pp fff-284-1.11- 97 for complete specifications) 1. The following, items shalt he shown on the plan: ® Trees to be saved Limits of cleEutug,(outside driplitie of trees to be saved); r><i Location and type of protective fencing;. crack changes requiring tree wells or walk; Proposal trenching; or turtnclia� beyond the limits, of clearing, 2., .Alarkiu?,s.- All trees to be saved shall be marked with.print or ribbon at a height clearly visible to equipment operators. ® No grading shallbegin until the tree marking has been inspceted and approved by a County Inspector. 3. Pre -Construction Conference: Go Tree preservation and protection measures shall be reviewed with the contractor on site. 4. E(tufptuent Operation and Storage - Heavy equipment, vehiculaf uuffic and storage of eonstruction materials including soil shad not be permitted within the driplines of trees to be saved. 5., Soil Erosion and Stortnwater Detention I)evicts: Stich devices shall not adversely affect trees to be saved. G. Fires- 0 Fires arc not permitted within 100 feet of the driplinc of trees to be saved. 7. Toxic Materials: foxie materials shall not be. stored within 100feet of thq dripline of trees to be saved. 8. Protective Fencing,: 2 Trees to be retained within 40 feet of a proposed building or grading activity shall he protected by fencing. Fencing shall be in pl<icz and shall be ins pected'and approved by a County Inspector prior to grading or construction. 9. Tree Wells: N11\ When the ground level trust 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, 'free Walls: N When the ground level must be lowered within the dripline a tree to be saved, a tree, wail shall be provided; and a construction detail submitted for approval, It. Trenching, and Tunuelir When trenching is required within the limits of clearing, it shall be clone as far away from the trunks of trees as possible..Tunneling under a large tree shal I be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots, 12. Cleatrun: Protective fencing shall be the last items removed during the final cleanup. 13. Damag,ed'frees: 0. Dautaged trees shall be treated inrniediately, by pruning, fertilization or other methods recornmended by a tree specialist. NOTE: 1,T IS TH E DEVELOPER'S RESPONSIBILITY TO CONFER WITH TU, COItiTWWTOR ON TREE CONSERVATION REQUIREMENTS. 1•VNER (DATL) COYERACT PURCIIAS 1R SIGNATURE (DATE) DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING 160.; WHERE DRIPLINE IS LESS THAN ,also CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES 19. LANDSCAPE ORDINANCE REQUIREMENTS: STREET TREES REQUIRED: PROVIDED: Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 TREE PRESERVATION TP 3.38 AND PROTECTION INTERIOR TREES REQUIRED: PROVIDED: PARKING SCREENING REQUIRED: PROVIDED: PARKING LANDSCAPING REQUIRED: PROVIDED: SITE SCREENING REQUIRED: PROVIDED: TREE CANOPY REQUIRED: PROVIDED: i PREVIOUS APPROVED REQUIRED: PROVIDED: 7 (1 PER EVERY 35' OF THE 234' OF FRONTAGE) N/A FOR THIS AMENDMENT 2 (1 MEDIUM OR LARGE TREE PER 10 SPACES) 2 SINGLE ROW OF 12" HT. SHRUBS @ 5' O.C. ALONG PORTIONS OF PARKING VISIBLE FROM ROAD SHRUBS PROVIDED ST AND NORTHWEST 0 N NORTHEAST EH A CORNERS OF PARKING 5% OF PARKING AND CIRCULATION AREA = 4,298 SF X 5% = 215 SF 600 SF EXISTING WITH ADDITIONAL SCREENING REQUIRED PER COMMENTS ALONG ADJACENT RURAL PROPERTIES MAINTAIN EXISTING & PLANT DOUBLE STAGGERED ROW OF EVERGREEN SHRUBS 10' O.C. ALONG 20' BUFFER 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 jUY 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 LV4&j1ll[11�3i�\-e1I�9 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 2X BALL DIA. MIN. LIGHTING NOTES: 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 LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. BjM ZER & ASSOCIA'TES 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 tj,TH O-P �O D. Kent O'Donohue, Jr.� Lic. No. 1683 01-17-2020 C� C� PE AR. Z 0 tt� W 0 tt�e�■tr a, ZD Q W < U) �... U LL I- � �.. 1 L U U7 � 0 0 w _j i■i■tr LL Q r� 00 � W < t=- w m ® co Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY ERB DATE 03-25-2019 SCALE ill = 20' REVISIONS 10-29-2019 01-17-2020