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WPO201500051 Plan - Other (not approved) 2015-01-08
ON DECEMBER 4, 2012 1 SURVEYED THE PROPERTY SHOWN ON THIS PLAT AND 4 THE TITLE LINES AND WALLS OF THE BUILDINGS ARE SHOWN HEREON. EARLYSVILLE HEIGHTS ELOCK B �o � PROPERTY IS NOT IN A H.U.D. DEFINED 100 YEAR FLOOD ZONE BUT IS LOCATED 9� 141 IN FLOOD ZONE "X" AS SHOWN ON COMMUNITY PANEL No. 51003C 0140D TMP 31A -B-5 LOT 5 TMP OAB-6 TMP 3�0 A6-7 �,�1`PO 0� LAND USE: RESIDENTIAL T6LOT SERVICE UTILITIES ARE UNDERGROUND. LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL TMP 31A -B-4 O \ O WELL LOT SITE D.B. 3155 PG. 700 D.B. 793 PG. 411 STS EASEMENT COURSES LINE I DIRECTION I DISTANCE L1 S 44`46'27" E 16.92' L2 N 45" 19'26" E 12.37' L3 N 48'55'40" E 27.31' L4 S 85° 1424" E 23.39' L5 S 42°55'05" E 23.71' L6 N 42°55'05" W 56.66' L7 N 44" 11 '42" E 57.87' L8 S 25'36'03" E 18.06' L9 S 44" 11 '42" W 52.48' CURVE RADIUS LENGTH DELTA C3 5.40' 7.87' 83'28'27" C4 39.11' 11.98' 17'32'49" C5 51.21' 24.58' 27°29'49" C6 33.35' 8.99' 15'26'47" C7 5.96' 7.73' 74"18'19" C8 28.44' 14.39' 28"59'29" C9 25.67' 8.25' 18'2434" D TMP 31A -B-3 LOT 3 � r i VICINITY MAP ( ( SCALE: 1"=1000' FENCE 11 ) 1 S 53`35'00" E 99.89' IF S 53'33'25" E S 5333'25" E 139.9 LF S 53'40'07" E 266.45' LF 1 66.66' T Ls i f 1 1 1 w• 1 EX. /REEL/NE PZ/&PLHDUSE ( _ I ) TOP B( -VN oh � , � AT'PIrtOX/JIgTE LlIG4TION OF I � T,fIP .>1-i2 1 �`' ) DR4%N9ZZD f1 (1974); I 4.1514CRES i TMP 31A-8-2 LOT 2 76 DEPTH PAR6ELS7f W- 1 i £X.' TRELUNE ' 160Q SF TBA ' +I R1YAN�1G4' COMKINITY CHURCN�S., TRUST£fS ) % D.B. 4'J99 M. 746 ) ��✓ �l oq�� vzo t d )) t NON-LFXCLUS/kF EASElIENT FOR r _ i ACCESS FOR USE BY T,tIP -714-,4 OB X2'77 PG .771-.785 __ f LEGEND ' I f % 2. P6 ACRES s -_ _. PP PPI \ i 1 /0 - -- _ _ -'r `4'r=!_. PUMP TANK r i (1- - CENTER LINE CONC -P / PARCLZ 2 i ^ l : -. , f ( 1 C� - - • -- EXISTING PROPERTY LINE u ) t RXfiP K PERK/NS I 1 (� iSITE BOUNDARY 0.6. V; I 4v7PG las I _ _ _ 1 I vi ( ___ ELECTRIC/TELEPHONE J SEPTIC1C) C- GUY WIRE 1j CONC. 0.4,0 % EXISTING UTILITY POLE YSEPT/C - rPP 10'x23' OUMPSTERi PAD / 1' j -__ `� l � "r� EXISTING LIGHT POLES 7 . - . � ry � i--_-..�. PROPOSED UTILITY POLE i '� + r ) W WATER LINES f \_ .:: J 1 c,( j• �� J _ . ` _ - 11 I i GREgSE 1 SANITARY LINES ) SANITARY SEWER CLEANOUT / I j '' TMP 31A -B-1 � 5 ( " `'s' t - �%APr°lr�X/�64TE_'L6}"ATIG'rV SOF:. _ �- LQT 1 9,7 r` ( - y ~- OR4/NfIELO -41 STORM SYSTEM -7-CINES x .3'' - 100' 1 STORYBR/CK to % - '� 36"-48"DEPTH- SETBACK LINE 13,0630 SF EASEMENT LINE __ 2,100 SF IBA Z ( : �+ % REMISED TO --.1,200 SF IBA' � 426' � � ' >6- 1 EXISTING ROAD NG (BU/LT 1968) 1 - - --- EXISTING BUILDING EXISTING PARKING zp :J PAYED WALK ) t 9.6 .) - EXISTING FENCE LINE / Y✓ 7 L/NES"x 9' x 100' 1 1 417 i REtiISED2 loo FTO 1,200 SF.TBA �:< ; f. _ 1 110• - # I 1 1 X 1 r.::.: 1 j: - y 1 STORY BRICK �`�•,, l I \ =�,, ,� ' (BU/LT 1968).. I \ r \ EXCLUS1kF EASEMENT FOR ACCESS AND +. t (. x ~ h AREA UNDER ROOF ) I PARK/NG FOR EXCLUS/!iE USE BY T,f/P 71A A 1 ~ -- 1 \ ©9 4277 PG .771-785 1 ) : 1 3 ! 1 NON-EXCLUS1PE EASE6IENT I 1 ._, FOR ACCESS FOR ,TO/NT USE N 3osg BY -IMP Jf,4 A &• TMP ,71-.72 �I� 09 � 17-PO-,371-�85 ,.. 1 � � r � • � ( l ( 1 �,,, LP PAIFD PARKING AREA ) I �` ��.,o,,oq.. --� t ,)' -•�, LANDSCAPE ;1 1 1 `" AREA `tee ti _ 1' �,'I 0 S/GN ` r RIGHT-OF-WAY CURVE DATA)( ( t TP ( I LEGEND `--...._- ._..... C1 l.F. _ /ROH FOUND C 1 G2 161 fi 7P l LS. =IRON SET 0.0 \ 0 = 05'32'55' 0 = 16`51'14 `'`►'",- - 5.01' -. N.S. = NA/L SET I-- G!/qq > PP = Po*R PoL£ R = 690,00' R = 695.00' 3 _ S TP = TELEPHONEPEDL3'TAL 1 '~-- ~� '`- s`ih T = 33.44' T = 102.96' - - TP D/ =DROP /HEFT - '``�� _ /.S. C1 NS 336.36' LP = L/G/IT POLE _._ _ - -y L = 66.82' L = 204.44' _._. _ ✓�- --- - - - _ ._ - Iv = TY PEDESTAL ` _�__ s =--- - _. _ __ - -- __ � � . _ �._..- _ N 5324'48*W 4 - f7.�E OF PA{EXIENT s - - `!EN1R4YC£ _._---- PHYSICAL SURVEY SHOWING TMP 31A -A & MP 31-32 WHITE HALL MAGISTERIAL DISTRICT Al BEMARLE COUNTY, VIRGINIA - - -MT7 M T77ET.LEOF� DECEMBER 15, 2012 BY C. STEVE GARRETT, L.S. COMMONWEALTH LAND SURVEYING, LLC 319 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 PHONE: 434-973-0513 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING EXISTING CONDITIONS ENGINEER SITE LAYOUT, UTILITY AND LIGHTING PLAN INSPECTIONS GRADING AND EROSION CONTROL PLAN ARB NOTES AND DETAILS DEPARTMENT OF FIRE RESCUE PROFILES AND DETAILS E911 EXISTING SITE LANDSCAPING VIRGINIA DEPARTMENT OF TRANSPORTATION PROPOSED SITE LANDSCAPING HEALTH DEPARTMENT _T_ LANE SIR/PE zxlc orLANE S/R/PE • EAR L-YSVI L-LE__ROAfD__.___._.__-___-__�____..___.. _____.__._______-__�___-...��----_-_-_._-_--.__�_______.,_.__.___ CLASSIFICATION: URBAN CIOLLECTOR GRAPHIC SCALE 30' 0 30' 60' SCALE: 1 "=30' SHEET INDEX SHEET DESCRIPTION 1 EXISTING CONDITIONS 2 SITE LAYOUT, UTILITY AND LIGHTING PLAN 3 GRADING AND EROSION CONTROL PLAN 4 NOTES AND DETAILS 5 PROFILES AND DETAILS 6 EXISTING SITE LANDSCAPING 7 PROPOSED SITE LANDSCAPING SDP2013-56 Rivanna Community Church Major Amendment to SDP84-029 I� o d- o -"()0 i7 U N L F� C •d 147 > � W o > �, v I m CIJ w ''t �w 0 `r m to o _I z Ld 0 CL Date: DEC 2013 o� o � Scale: AS NOTED 2 0 V Designied by: LIBRA Z = z co pM Drawn by: TBF ~ Ir Checked by: TBF N I� o d- o -"()0 i7 U N L F� C •d 147 > � W o > �, v I m CIJ w ''t �w 0 `r m to o _I z Ld 0 CL Revision Dates County comments 12-3-13 County comments 1-8 15 o� o � �a 00 2 0 Revision Dates County comments 12-3-13 County comments 1-8 15 Drawing No. of 7 Sheets Job No. 2346 V Z = z co pM U LJ ~ Ir N Z �Q O > U V) LL; J J O �- Z U wV) Q T-ry Z oQ X z LTJ W Q ry Drawing No. of 7 Sheets Job No. 2346 w Q0 4u TMP 31A -B-1 LOT 1 TkAP /.S. TMP 31A -B-4 WELL LOT D.B. 793 PG. 411 TMP 31A -B-2 LOT 2 99.89' /.F. oe 8��cE-�F TMP 31A-8-5 LOT 5 LAND USE: RESIDENTIAL FENCE S 5333'25' E , S 53.33'25" E 66.66' /.S. 90776 W_ 34SIN O EARLYSVILLE HEIGHTS LOCK B TMP 31A -B-6 LOT 6 LAND USE: RESIDENTIAL 139.9 /F. S 53'40'07" E 20' BUFFER ZONE 20 PARKING SETBACK TMP 31A-8-7 LOT 7 LAND USE: RESIDENTIAL t ( V,'ICINITY MAP )+ SCALE: 1 "=1000' ) SITE DESIGN: 266.45' IF ) BLACKWELL ENGINEERING a ATTN• ED BLACKWELL 566 EAST MARKET STREET HARRISONBURG, VA 22801 540-432-9555 DEVELOPER: pP RIVANNA COMMUNITY CHURCH 601 EARLYSVILLE GREEN EARLYSVILLE, VA 22936 434-975-0011 P1.4/P HOUSE 50' SETBACK ) PROPERTY INFO: l TM# 31-32 4.15 ACRES jO I E ZONED: C1 COMMERCIAL I FORMER USES: POST OFFICE, ANIMAL hvo� a )I `� HOSPITAL, BEAUTY SHOP, RETAIL, i ) RESTAURANT j I Q PROPOSED USE: CHURCH 1b t ) FEMA FLOOD ZONE X � TOP B457N 6� .' j I I � ) � � BUILDING INFO: o x ' /3(R 3x-32 o• � ) EXISTING BUILDINGS / ( ' X15AlcRES ) jY �) ) TOTAL AREA=3,532 SF 1 D/7� ;' s �uDTllrllc�o, Ergs., rnUs�EEs �I ) ) PROPOSED BUILDING #1: R!I/ANN/�t COdItIUN/7YCNUhrH Y ) ) 1 STORY FELLOWSHIP HALL 09 X.389 PG. 71(6 U ) TOTAL AREA=2,898 SF \ 1 UNIT HEIGHT=28' USE .n ) USBC CONSTRUCTION A TIONCLASS: 5B NFF=1,000 GPM 45 �,}gym 1 PROPOSED BUILDING #2: 1 STORY SANCTUARY % / TOTAL AREA=5,376 SF PP NON-EXCLI/SAE EASEMENT FOR i -- Yi_ .._-. __- ! ) ACCESS FOR USE BY TdlP 314 A 1 Y.e I ) USE CROUPUNIT Y A-3 OB 1277 PG 371-385 / Y ABANDON EXISTING SEVNER ) )p USBC CONSTRUCTION CLASS: 5B J NFF=1,000 GPM Of TMP 31-32 Yui ! ) Q)) PROPOSED IN IMPERVIOUS xeuYtr 1 _ PP \ SURFACES=66,222 SF ; ' ~ �?x0 ) ))Z LEGEND TAlP 31.4 A i- pp n O p 1 2.16 ACRES r -I ! % i� R.. 7 PU41PT.4NK EXISTING FAST SYST .r. )� CENTER LINE .� IAND USE COyf/Elr�G4L (( 1 -r - l ` _� E� ) EXISTING PROPERTY LINE - CONC, \ `, 1 PAfczz 2 lllJ ' ) r U r _ . M TO MAIN I ) 1�1 )� SITE BOUNDARY G4P.S ) /R127 A PERKINS ', `1 � LC r; r1 "~ D.B. -X277PG W REPLACE EX. 1,000gtGAL i ' WITH J ,500 �< f (7j _...__ ELECTRIC/TELEPHONE ( - SEPTIC TANK ) 7_4 UYWIRE SEPTIC GAL SETTLING TANK)� G EX/ST/NG UT/LITY PO i » CONC. CAP /� LE `( _ j REPLACE -EX -750 GAL = / / SEPlIC GREASE TRAP N%ITH-c��tPP-,i 1,000 GAL GREASE TRAP 1/9, - - 1 ) WALL LIG S ' PORTFOLIO 7" DARK SKY `- I. ( CUTOFF FIXTURE W H 65 ! 9j'`:� )' ' r f/O \ ` WATT 550 LUM BULB > STORY BR/CX 1 t l srOr�rBltrclr `° ,`: - �\ fc fc _ �, (BU/LT 196BJ ) �t 46 6 ) ) `� i _ — ' / ) 930 SF 4 6¢' .` . ' / III ° LL REMOVE EX. 1,500 96 GAL SEPTIC TANK 4 RESTRIPE _ s X20.7 PARKING - WALL MOUNTED::j)� FIRE;:'WALL HC SIGNS TYP I,..:::t ,I PROPOSED co FELLOWSHIP PROPOSED l : * r 13 { .:,.. HALL SANCTUARY \ Izr to_ ) ) ::_ 4 t `� :. 2,898 SF 25,0376SEATS � �� 1~ � 1 STORY BR/CK :. f` f: ?::; �BU/LT 196Cj {YELL I \ J . _ _ ' _ _ - _ f' 25.10 sF j:':1'� E,11CL!/S/YE EASE,4ZNT FOR ACCESS AND 1 ( t -a I PARKING FOR E.YCL!/S1kF USE BY IWO J14-,4 a OB 1277 PC ,771-385 9 SPI CES TYP - - - -:.:: f: 1 �... NON-EXCLUSlYEF1 SEA( ENT 36• 7 I'':! POS _ FOR ACCESS FOR JOINT USE �. ' h _ ) 12y - %':.:, i 5+ - o Ix I rED Sp ' H BY TtfP-31A A & T�1P 31-72 ) 1 _ - _ = _::\ ....: ) i l �� 1 _ - EED. c'�1 OB 77 PG 371 X85!' + 4.0' Ls 3p. SIGH7 DIS-rAN 35 .MPH Ss4g. W ~ ' ' '�.� 4. . 90' FIRE L NG -2, OBLITER _ r REMOVE CG -2, �j --- ; ~ , f F f ..- PARKING STALL MARKINGS, `'`•,,�. - _. arm ( _... PLACE LIGHT PAVEMENT -'�� - - r PROPOSED ADDITIONAL t `' / ' t j� LIGHT PAVEMENT t - - _ ! � f( SAWCUT E� c� `� SIGHT DISTANCE \ ' \ - EASEMENT( ) ( t = I' 3" ASPHALT/F"I NASPHALT ) } `1`- � ��{� - S/GN � REMOVE EXISTING GUARDRAIL � rr REMOVE PAS - _ -_-_ _ CT 42 I) ) C t 9 ' 30' SETBACK 3 f ) j O �° REMOVE EXISTING ) f REMOVE) AND REPLACE CG '2" - _ 'GUARDRAIL AND HEAVY)PAVEMENT 1 PARKING G SETBACK - -- S'pCP cU 1 10' I' N � "� a r } C6 �9/! x ,= v� / EX/C9 ASP//s1LT MR'l--- -- N 53'24'48" W 336.36' 12' Cf/P 'N ` - - - --t-5" PASlC P/PE _- --�---_- N EOF PAz7VT !G/1YA�ENTRACE POSTED SPEED: 35 MPH_ SIGHT -DS �TCE: 390'/ `T4 TV RnT,TTV 7,1!,N�PF 48" 6" SCHEDULE 40 �/. MINIMUM STEEL PIPE FILLED 24"X24"X42" W/ CONCRETE & CONCRETE PAINTED YELLOW FOOTING �f r 42 ME// 36" .1... MIN.° j MIN .4 BOLLARD DETAIL NTS IMPERVIOUS AND PERVIOUS SURFACES TABLE Adjacent to public streets: structures Item Existing Proposed Impervious: Parking and gravel 1.20 1.20 Impervious: Building 0.14 0.32 Pervious: Grass and trees 2.81 2.63 Total Parcel Area 4.15 4.15 Note: All values in acres SETBACK TABLE FOR C-1 ZONINIG Adjacent to public streets: structures 30' Adjacent to public streets: parking 10' Adjacent to residential and rural areas districts: !.structures 50' Adjacent to residential and rural areas districts: Iparking 20' Buffer zone adjacent to residential and rural areas districts 20- * Per Chapter 18, Zoning, Section 21.7 MINIMW YARD REQUIREMENTS, a, b and c EDGE OF a h _ LANE S7RlPE • -_------------EARL-YSVIL-L-E _ROA_\Q________�.__-____�.__.__.___---____�_._ ��_ __.__..._._`__---________._.______.______�_._�___----.___�______ CLASSIFICATION: URBAN COLLECTOR I EXISTING LIGHT POLES - PROPOSED WALL LIGHTS I`1 ) 0/WATER LINES SANITARY LINES 1 j 3+15.38 1 ) SANITARY SEWER CLEANOUT STORM SYSTEM -- - -- SETBACK LINE EASEMENT LINE EXISTING BUILDING t( 24' 12 ( ) ' PROPOSED BUILDING #1 �0o ) PROPOSED BUILDING #2 ( ) ) PROPOSED ROAD/EOP CG -2 --� t) ) PROPOSED PARKING �z ! CHAIN WITH LOOK BETWEEN --------_ EIS � o o t X T/NG 80.90 f j cv TWO )BOLLARDS r AT 30" EXISTING PARK/NG r t j HEIGHT FOR EMERGENCY 11 EX. ASPMZr f ��SER)VICES VEHICLES ONLY —_ 1. -- CURBING: CG -6 SAWCUT AND REMOVE EXISTMG ) ) -- —_ CURBING: CG -2 ' ASPHALT FOR STORM DRAIN ) INSTALLATION. CONSTRUCT ) HANDICAP PARKING STORM DRAIN, LIGHT PAVE ENT I )) EXISTING FENCE LINE AND CG -2 WITH SANCTUA Y 5.5 )� CONCRETE PAVING F" LIGHT PAVEMENT 9'x18' PARKING HEAVY PAVEMENT SPACE TYP. R2 � ') ) ��\^� GRASS AREA > rf ) ) 1 ) �-- `_ -4+31.55 t ( 40 N ) SURFACE COURSE P4kZP PARKING ARFA ) t ) ) 2" OF SM9.5-AL rI N G 4D (I j ) 1){ ` tf��� \ rpt r RENT TP (. / ( BASE AGGREGATE COMPACT SUB -GRADE TO 95% )' • S/GN 8 OF 21-A STANDARD PROCTOR DENSITY 1 LIGHT PAVEMENT SECTION NTS /SURFACE COURSE BASE COURSE / 2" OF SM-12.5AL 3" OF BM -25.0--\ OF PAVEMENT, REMOVE EXISTING --ASPH-ALT; CURBING; -CUL-V€R-T-AND INSTALL DITCH TO MATCH EXISTING DOWNSTREAM DITCH. 4" THICK 3,000 PSI CONCRETE WITH SEE PLAN FOR WIDTH 6x6 8/8 WWM ON 2" SLAB BOLSTERS, SURFACE `t,. 5%t1% AIR ENTRAINMENT, SMOOTHr/���f� BROOM FINISH 2% ' � r('rC�� • C GRAPHIC SCALE 9 30' 0 30' 60' 4" COMPACTED COMPACT SUBGRADE TO SUBBASE;,, 21A AGGREGATE 95% STANDARD PROCTOR - 6°= SCALE: 1 "=30' SIDEWALK DETAIL CG -2 CURB DETAIL NTS NTS BASE AGGREGATECOMPACT SUB -GRADE TO 95% 8" OF 21-B STANDARD PROCTOR DENSITY HEAVY PAVEMENT SECTION NTS PROPOSED USE AND PARKING REQUIREMENTS PROPOSED BUILDING USE SIZE (SEATS) PARKING RATE SPACES REQUIRED 1 CHURCH 250 1/3 84 §4.12.6 CHURCH TOTAL SPACES REQUIRED 84 HANDICAP REQUIRED 4 TOTALSPACES PROVIDED 85 HANDICAP PROVIDED 4 TMP 31A -B-4 WELL LOT cAnc(SVILLE xEm*Ts ELOCK o Twp 31^-8-5 LOT 5 TMP 31x -B-6 LAND USE: RESIDENTIAL LOT n y LAND USE: RESIDENTIAL | � BOUNDARY Al TMP 31A-8-2 NO 51,7F 0Z AN 14,0101FO kf 22 Cll?CA 1985 218 SY EC -3 MATTING FG If tP —1 WITH Lo EW 61� WEIR PLATES Twp 31A -a-7 LOT LAND USE: RESIDENTIAL RIP mr x*r 20 )mn / �/ ` ---- -- ,. on \ - � `\ / // -- ----��------ A ' / /// ������ B0�ON� 3AN|TAR� SEWER + TO BE ABANDONED '\'''~�� 626\ //' /' � '^^ '~'` ~~~ �� ��~2O^N, ENT _ ����m��| `r)«111"JAW LIMITS OF LL - DISTURBANCE LAND ' ADJUST EXISTING NE r) �°^ / --n` W^/ur^/u �n^ -'-�' ' ~ ' ^ ~~ cow C40 11� Ncolbx 3+15.38TEMPORARYSFTMP 31A CONTOURSLOT 1DITCH 05 FL- atE&SC LEGENDSOIL TYPEPROPOSED — 630EXISTING CONTOURSF6321 PROPOSED CONTOURSFELLOWSHIPPROPOSED DITCH OR SWALE2562f NoHALLS DRAINAGE FLOW, kfoll�il fI _P501- -STgCKPJLE CONSTRUCTION ENTRANCE (3.02)TC1 5 FL CONSTRUCTION ROAD STABILIZATION (3.03)f TC( Dp INLET PROTECTION (3.07)LIMITS OF LANDu DISTURBANCE CULVERT INLET PROTECTION (3.Q8)124+31.55 COOENT ASUSE EXISTING PAVEM TEMPORARY SEEDING (3.31)CONSTRUCTION EqTRANCE _xPERMANENT SEEDING (3.32)PROJECT BENCHMARK: MULCHING (3.35)TOP DI-7AELEVATION =630. 00 —3- 01muBLANKET MATTING (3.36)LIMITS OF ILAND DISTURBED AREA# T NUMBERS IN PARENTHESES REFER TO VESCH MEASURESDISTURBANICE15 CAP-37EX. CULVERT EX. CULVERT TOTO REMAIN BE REMOVEDEARLYSVILLE ROADCLASS IFICATION: URBAN COLLECTOR NOTE:FOR THE PURPOSES OF PLAN REVIEW AND APPROVAL, EDMOND H. BLACKWELL,P.E., IS THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD). CONTRACTORSHALL PROVIDE REPLACEMENT CERTIFICATE AT TIME OF CONSTRUCTION TO THE SOURCE OF TOPOGRAPHY: SITE PLAN PHASE |. EARLYSYLLE GREEN BY R.O. SNOW AND R.YY.RA/ INC. 1383-1985 ^ TOPOGRAPHY HAS BEEN FIELD VERIFIED (2014) AND IS CERTIFIED AS TO ACCURACY. GRAPHIC LE 30' O 30' OO' VDOT GENERAL NOTES V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia ErosAon and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent ;shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 105.14(() of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, includinig traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in, conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the )developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be siubject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revisiion shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT ]land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and. held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 46 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Sections 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affiected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) ink Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict ]points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are subnnitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 M[ethod A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right -of' -way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans arid/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall mteet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to )the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total priices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical ispreader. Density will be determined using the density control strip in accordance with Section 304 of the VIDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty -sig (36) inches and larlger shall be explored below the bottom of the excavation to determine the type and condition of the foundaition. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Were soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or meed for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and 'VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to the Standard, where rock is encountered and cast -in-place bog is propoised, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined] by the engineer and approved by VDOT. V23. Approval of these plans shall expire five (5) years from the date of the approval letter. V24. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as speteified by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these ]plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Rev. January 9, 2009 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 (VDiOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. GENERAL CONSTRUCTION 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 Ill. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-,-02-00 Erosion and Sedirment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but nott limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent (erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00arm to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o) slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building cor other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives ar(e subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone: shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water (Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land .disturbing activity commenced. (Water Protection Ordinance section 17-207B) GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT 1DT A IXTC 1. All dams and constructed fill to be within 95% of maximum dry density and moisture content. All fill material) to be approved by a geotechnical engineer. Geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent management facilities; conversion is not to take place until the site is stabilized, permission has been obtained from the County erosion control inspector. GENERAL NOTES 1. Site statistics: Albemarle County TM# 31-32. Zoned: C1 Commercial. Total area of existing lot = 4.15 acres. Proposed use: Church. Total disturbed area = 0.65 acres. Building areas: 3,53)2 sf existing; 2,898 sf proposed Fellowship Hall; 5,376 sf proposed Sanctuary. Total existing and prroposed impervious area=1.52 acres. Green Space = 2.63 acres (63%). Site is located within a drinking water watershed. 2. Work in this project shall conform to the latest editions of the Virginia Department oif Transportation (VDOT) Road and Bridge Specifications, the VDOT Road and Bridge Standards, the Virginia Erosion and Sediment Control Handbook, the Virginia Erosion and Sediment Control Regulations aind the County of Albemarle Design and Construction Standards. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. All utilities to be dedicated to the County of Albemarle shall be constructed and tested to conform to Commonwealth of Virginia Board of Health Waterworks and/or Sewerage Regulations. 3. Erosion and sediment control measures shall be maintained continuously, relocated when and as necessary and shall be checked after every rainfall. Seeded areas shall be checked regularly and shall be watered, fertilized reseeded and mulched as necessary to obtain a dense stand oif grass. FLOW i' MAX EXCAVATE 4" X 4" TRENCH UPSLOPE OF STAKELINE. ATTACH FENCE MATERIAL AND EXTEND INTO AND ALONG BOTTOM OF TRENCH. BACKFILL AND COMPACT EXCAVATED SOIL. SILT FENCE SHEET FL 0 W PR 0 TE C TION NTS GF =DGE OF 'AVEMENT TOE OF FILL STANCE IS 6' J. IF FLOW IS WARD BANKMENT I0 0 J L� GRAVEL CULVERT INLET FLOW - PROTECTION .X4-CIP NTS 1I 1 1.5' rr . rt VDOT #3, #357, #5, #56 OR #57 COARSE \ \ AGGREGATE TO REPLACE SILT FENCE IN FILTER CLASS I 4. All drain inlets shall be protected from siltation. Ineffective protection devices shall be immediately "HORSESHOE" WHEN HIGH VELOCITY OF FABRIC RIPRAP replaced and the inlet cleaned. Flushing is not an acceptable method of cleaning. FLOW IS EXPECTED 5. When the crushed stone construction entrance has been covered with soil or has been pushed into the soil by construction traffic it shall be replaced with a depth of stone equal that of original application. 6. The location of existing utilities as shown is approximate only. The contractor is responsible for locating all public or private utilities which lie in or adjacent to the construction site., The contractor shall be responsible for repairing, at his expense, all existing utilities damaged during construction. Forty-eight (48) hours prior to any excavation call Miss Utility 1 (800) 552-7001. 7. All underground facilities located within the County's right-of-ways shall be installed prior to the placement of any part of the pavement structure. 8. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 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 Albemarle County Director of Engineering, or Directors 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. All excavation for underground pipe installation shall comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard Proctor test and shall meet bearing requirements of architect of buildings. The Contractor shall be responsible for testing. 11. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard Proctor test as set out in ASTM standard D-698. The contractor shall, prior to any operations involving filling or back -filling submit th(e results of the Proctor tests together with a certification that the soil tested is representative of they materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer. 12. All excavations, including trenches, shall be kept dry to protect their integrity. 13. Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities. Any work done before the engineer is consulted shall be done at the Contractor's risk. 14. A preconstruction conference shall be held prior to the start of the construction. The contractor shall arrange the meeting with the County Erosion Control Administrator. CULVERT INLET PROTECTION STONE CO MIBINA TION NTS 15. All storm sewer piping shall meet VDOT standards. Pipe bedding to be per V[DOT PB -1. SEQUENCE OF EROSION CONTROL 16. All sanitary sewer piping shall be PVC SDR 35 unless stated otherwise on plarns. Sanitary sewer lateral to be 6" PVC SDR 35 from sewer main to building at a minimum slope of 1..0%. 17. Handicap spaces to have vertical signs with the international handicap symbol. At leas one space must be van accessible with "Van Accessible" sign below the international sign.. Minimum height to sign bottom is 4'-0", maximum is 7'-0". 18. The Erosion and Sediment Control Narrative is considered part of this plan and shall be adhered to and its requirements met by contractor. 19. The Owner will coordinate with the County on the exact sign location and size. The sign location and size is to conform with County Ordinances and a permit from the County is required prior to sign construction. 20. All areas not designated as parking stalls are to be fire lanes with no parking. 21. Provide and install one Knox box on the building as directed by the Fire Marshal's Office. 22. 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 of shielded to reflect light away from (adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaiires onto public roads and property in residential of rural areas zoning districts shall not exceed one-half footcandle. 1. Mark limits of clearing 2. Install Silt Fence (SF) 3. Install Culvert Inlet Protection (CIP) 4. Strip and stockpile topsoil 5. Install storm drain structures and pipes 6. Install Outlet Protection (OP) 7. Install Blanket Matting (B/M) 8. Install Inlet Protection (IP) 9. Grade entrance drive 10. Install Construction Road Stabilization (CRS) 11. Install Temporary Seeding (TS) 12. Install Topsoil (TO) 13, install Permanent Seeding (PS) and Mulch (MU). 14. Upon approval of E&SC Administrator, remove sediment and temporary erosion control measures. 9. Satisfactory material for use as fill for public streets include material classified in ASTM D-2487 as 2. All paving, drainage related materials and construction methods shall conform to current GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be: controlled within specifications and standards of VDOT unless otherwise noted. plus or minus 2 percentage points of optimum to facilitate compaction. Generally, uinsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil soil too 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion wet to facilitate compaction. CH and MH soils may be used subject to approval of the VDOT control plans and shall be installed prior to any clearing, grading or other construction. Engineer. Soils shall have a minimum dry density of 92 Ib. /cu.ft. per ASTM D-6918 and shall have a liquid limit fess than 17. 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 Albemarle County Director of Engineering, or Directors 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. All excavation for underground pipe installation shall comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 10. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard Proctor test and shall meet bearing requirements of architect of buildings. The Contractor shall be responsible for testing. 11. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard Proctor test as set out in ASTM standard D-698. The contractor shall, prior to any operations involving filling or back -filling submit th(e results of the Proctor tests together with a certification that the soil tested is representative of they materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer. 12. All excavations, including trenches, shall be kept dry to protect their integrity. 13. Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities. Any work done before the engineer is consulted shall be done at the Contractor's risk. 14. A preconstruction conference shall be held prior to the start of the construction. The contractor shall arrange the meeting with the County Erosion Control Administrator. CULVERT INLET PROTECTION STONE CO MIBINA TION NTS 15. All storm sewer piping shall meet VDOT standards. Pipe bedding to be per V[DOT PB -1. SEQUENCE OF EROSION CONTROL 16. All sanitary sewer piping shall be PVC SDR 35 unless stated otherwise on plarns. Sanitary sewer lateral to be 6" PVC SDR 35 from sewer main to building at a minimum slope of 1..0%. 17. Handicap spaces to have vertical signs with the international handicap symbol. At leas one space must be van accessible with "Van Accessible" sign below the international sign.. Minimum height to sign bottom is 4'-0", maximum is 7'-0". 18. The Erosion and Sediment Control Narrative is considered part of this plan and shall be adhered to and its requirements met by contractor. 19. The Owner will coordinate with the County on the exact sign location and size. The sign location and size is to conform with County Ordinances and a permit from the County is required prior to sign construction. 20. All areas not designated as parking stalls are to be fire lanes with no parking. 21. Provide and install one Knox box on the building as directed by the Fire Marshal's Office. 22. 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 of shielded to reflect light away from (adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaiires onto public roads and property in residential of rural areas zoning districts shall not exceed one-half footcandle. 1. Mark limits of clearing 2. Install Silt Fence (SF) 3. Install Culvert Inlet Protection (CIP) 4. Strip and stockpile topsoil 5. Install storm drain structures and pipes 6. Install Outlet Protection (OP) 7. Install Blanket Matting (B/M) 8. Install Inlet Protection (IP) 9. Grade entrance drive 10. Install Construction Road Stabilization (CRS) 11. Install Temporary Seeding (TS) 12. Install Topsoil (TO) 13, install Permanent Seeding (PS) and Mulch (MU). 14. Upon approval of E&SC Administrator, remove sediment and temporary erosion control measures. k? 'IT Twp 31* -B-1 LOT 1 EXISTING PLANTS CODE I QTY I LATIN NAME COMMON NAME EsncoaxLLE xBonTn ELOCK o TMP 31* -B-5 LOT 5 TMP 31x -B-6 Twp 31A-6-7 LAND USE: RESIDENTIAL LOT n LOT 7 LAND USE: nss|oswTwL LAND USE: RESIDENTIAL TMP 31A-8-4 WELL LOT ' O.B. 793 Po. 411 W1727 RNI_ RIM - TMP 31A LOT 2 Al ARM INZ, kt 1Z Af MAY PIN, - 10 626 pp\ / 'ANE`r Awly Li 1.4 IYNI Al / � . ) /\/ P14VZ//,41?,C4 N,' if, 199 ��' / / �r ~^mm,�^mwn mv*n�o°u� / ` ou zmwe�/n ur^k(//V gzpfll / PIN 4. ^' 630 ''T \\ *°+� -_��____ / \ / ~�� //. n*/u,/mG /no/Cx/cS REMOVAL IiT,9 A(4PZZ-// ~�~.~�- /C922 1,7,1S924 ~ 635 xp^ = 124n //// ' I v?2 411S l�»� � �f^ / / ' � \ / mz1. *, xnm*vmwxxdz12 —9���11 u���� MIN HT/CAL.JAREA OF CANOPY --/r y'ua- �vo u' �u^�w�/mns6'uc zmmxmW Us*nuasroRIF REMOVED UsuAssssroRIF RrMonro IEXISTING TREES TO REMAIN EXISTING SHRUBS TOREMAIN Date: NOV 2014 JHC 22 JUNIPERUS HORIZONTALIS CREEPING JUNIPER JSB 17 JUNIPERUS SPECIES BLUE RUG J UNI PER EXISTING PEREN IALS TO REMAIN HEM 1 8* 1HEMERCICALIS SPECIES DAYLI LY CL UsuAssssroRIF RrMonro IEXISTING TREES TO REMAIN EXISTING SHRUBS TOREMAIN r -r' I T / %� / /' PZIISIXC 91V/�/F __----- ��v'oC ����'���� _�____ - _ ^~~ *y dhv/ / 2 /VP// / Y '' / 0 -`��'�/� '�/�/' i_�� �� /'�/�',~ '7/7 �� ' ' ��� ����� ������ [�' � ���� \ -. \ --' EAR[YSV|[LE ROAD � CLASSIFICATION: ` �F��/\�J (�(}�i�(���� ~` ~-' � GRAPHIC SCALE CALuu 30' 0 30' OO' Date: NOV 2014 JHC 40 * JUNIPERUS HORIZONTALIS CREEPING JUNIPER Scale: AS NOTED EXISTING PEREN IALS TO REMAIN HEM 1 8* 1HEMERCICALIS SPECIES DAYLI LY r -r' I T / %� / /' PZIISIXC 91V/�/F __----- ��v'oC ����'���� _�____ - _ ^~~ *y dhv/ / 2 /VP// / Y '' / 0 -`��'�/� '�/�/' i_�� �� /'�/�',~ '7/7 �� ' ' ��� ����� ������ [�' � ���� \ -. \ --' EAR[YSV|[LE ROAD � CLASSIFICATION: ` �F��/\�J (�(}�i�(���� ~` ~-' � GRAPHIC SCALE CALuu 30' 0 30' OO' Date: NOV 2014 Scale: AS NOTED Designed by: AMF CL Drawn by: AMF Checked by: AMF CL ILO re Ljj Li 71 (0 LLI Li County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; Fi Limits of clearing (outside drip line of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with paint or ribbon at a height clearly visible to equipment operators. ri No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the drip lines of trees to be saved. Txao zie_a-77 TMP 31A-8-4 WELL LOT D.B. 793 PG. 411 EARLYSVILLE HEIGHTS E LOCK B TMP 31A -B-5 LOT 5 TMP 31A -B-6 LAND USE: RESIDENTIAL LOT 6 LAND USE: RESIDENTIAL 5. Soli Erosion and Stormwater Detention Devices: -' -• - -�- = , _- X X1 - X- --- - :. ❑ Such devices shall not adversely affect trees to be saved { 6. Fires: ;r`( 11 Fires are not permitted within 100 feet of the drip line of trees to be "- - __r -- -"- --- --- saved. i l r , TMP 31A -B-7 LOT 7 LAND USE: RESIDENTIAL 7. Toxic Materials: i ! ❑ Toxic materials shall not be stored within 100 feet of the drip line of trees -_ to be saved, i ! IR �""�.` EX FELINE -' l ' J I ( 8. Protective Fencing: ,? � s ,' ' • ' � + -' � i , n Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. _._ _. ❑ Fencing shall be in place and shall be inspected and approved by a County ;' -- --- ___. _ `° ; vi Inspector prior to grading or construction. f1! XEO P/NZ 0 OAK 1 ` € ' ,OZ4VAD/KA/XEP/NEEDGE ` 9. Tree Wells: f _ -- - -- - - _ _ - `- _ _- _ `� _ - _ lit�Dx 9N0 ZXZ I I I I } F 1 ❑ When the ground level must be raised within the drip line of a tree to be - - — - — -- -- - - _ t I ! f J saved, a tree well shall be provided and a construction detail submitted for - -- -- -- — — -- - __ l - - !y 17FRINE approval. 1B !Y!// W _- ___ _ -__ TE P/NE ' 16' 10. Tree Walls: 7 ,1 !YH/ '!Y!!/TE P/NE ❑ When the ground level must be lowered within the drip line a tree to be saved, a tree wall shall beprovided; and a construction detail submitted for / % / - - "' -_ - _ _ - 2j 14"!Y!!/TEP/NE _ .. % ! � i - 626 -_ _' approval. TMP LOTA2B-2 I / ! / i _ j 1 11. Trenching and Tunneling:tii_ ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree 6`l shall be considered as an alternative when it is anticipated that necessary 6(ti� r e j jf trenching will destroy feeder roots. T -\ r 12. Cleanup: ' r _ V ux{�` 1�-, 66 !` ❑ Protective fencing shall be the last items removed during the final cleanup. A5' M!/TE P/N£ ` r` 17"ift&_P/NE 13. Damaged Trees: r r ' H?1/TE P/NE I i ❑ Damaged trees shall be treated immediately by pruning, fertilization or other 629 �. PP - methods recommended by a tree specialist. ''`-" I " / _-_ 17 /Y!1/TEP/NE - ` 1f NOTE: 1T IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. \, '` 1� { %`'}"" it S J J / ( I JO .1J T / \ 30 OWNER SIGNATURE DATE 5-1-06 Page 1 of 1 1 r / \ \� 626 PP \� r / f 1f"!Y!!/TE P//VL, z t , r. YPIA&P 7AY.r f r { IJU I ' 17' fYlS'/TE o'f ' IJQ P/NE J 1 3 BN I U m coNc. caP 15 -PAH O f `l'. 71 C/TEASE 1R4PIJ i 1 i a � -• r r r 1 TMP 31A -B-1 , j r i , t LOT 1 • �' 1 -� ! � 'c:_ � _l```:w," - / - (� { 1 J\ 1� .632 1 16' 1Y11/JE �. P14VLz9141'P - ; it i . { PINE 11 J �z 33,199 5.55E ` J , # r - . — — +' PP ¢ So I:Y; 1 ..ti _ _ s W _ 1T !Y/1 v 17 PA/1 f : ¢" l: } PINE , ., i !(:.�.: ..............". -633 f ILI`_ 1 CB -.� - 1 17 Pflf/ a �J - 8' lYNITEI J ��, ``---r�W F� 1 i �.TI `-I•"j� I-... �f. �{ (1 ( M1_ � - � /� �j I � _ ./ �tle l � � � J 1 - / 1,715 ' _1 o isoJ�s0 sf is .x.319 Sr : P14Kw111 LOT 1 12 so /AfM. / 7N SF !N 5 L6C97ONS ,1 1 ff \ /F, PINE B7 PARKING '1 / sp I 1 \ 3p \ i SPACES I >J \ 6 10 /BEES fir: ` J !PARK/NG x ) J 1 jJ BN ' 71, _jj f I syr, { 6 /CB 1 161 sf } 12 _. / _ t \ ,��J 8 fifW i l9G B {ffK' PROPOSED PLANTS _ 1 LSI 635 _ - CODE QTY I LATIN NAME ICOMMON NAME I MIN HT/CAL. AREA OF CANOPYJ 9N 12 BN ' �\ f lam'' 1 L! J TREES �� 6� I+ ` f//XEDD�S IYFW 12 4RC r` J j PL7lENNG4L 17"lYhITEi� I BN 8 BETULA NIGRA RIVER BIRCH 10'- 12' ht. 397 x 8 = 3,176 CB 2 CARPINUS BETULUS'FASTIGIATA' EUROPEAN HORNBEAM 6'- 81 ht. 69 x 2 =138 LI 2 LAGERSTROEMIA INDICA X CVS. CRAPEMYRTLE 6'- 7' ht. 7 x 2 =14 ZS 4 ZELKOVA SERRATA "VILLAGE GREEN" VILLAGE GREEN ZELKOVA 1 Y," - 1 %"c. 452 x 4 = 1,808 ARC 31 ABELIA X ROSE CREEK ROSE CREEK ABELIA BGV 39 BUXUS GREEN VELVET GREEN VELVET BOXWOOD ICB 34 ILEX CORNUTA'BURFORD' BURFORD HOLLY 12" ht. VDC 6 VIBURNUM DILATATUM'CATSKILL' CATSKILL VIBURNUM WFW 22 WE[GELA FLORIDA WINE AND ROSES WEIGELA 1 GRASSES PAH 1 49 1 PENNISETUM ALOPECUROICES'HAMELN' I DWARF FOUNTAIN GRASS PERENNIAL GROUND COVER MIX: DENDRANHEMUM'PINKSHEFFIELD' HARDY CHRYSANTHEMUM EUPHORBIA ROBBIA EUPHORBIA HELLEBORUS'HG CHAMPION' HELLEBORUS LIRIOPE'MONROE WHITE' MONROE WHITE LIRIOPE NEPETAX FAASSENII CATMINT TREE CANOPY CALCULATIONS GROSS ACREAGE OF THE SITE: 180,816 SF REQUIRED TREE CANOPY FOR THE SITE (10% GROSS ACERAGE): 18,081 SF CANOPY OF PROPOSED PLANTINGS AT 10 YEARS: 5,276 SF EXISTING WOODLAND AREA PRESERVED ATTHE REAR OF THE PROPERTY: 18,478 SF CANOPY BONUS OF EXISTING PRESERVED TREES: 10,450 SF TOTAL TREE CANOPY PROVIDED ONSITE: 34,204 SF _. _ 1 f ( f ANNG/AL - I 17. /CB f ,} , -`9 /C99 s sP � ~ ! =r 1 1 v S`n F i x. a, + .n +� r '1 . d.. � ~- � ,' /,• � ",-`.�.„;_. ,; l; `•'_ '( _, ,636771 li ,> v �— - ZS 3� 9' KOU ~4 YX.�Yi'ID y r6 " Lx,�l1tNJD �_ ZS 2 '-- STl�TE ROL-TE "7 4 3 EARLYSVILLE ROAD CLASSIFICATION: URBAN COLLECTOR TV ,/b'C / 2 NOH j1r 8 �EXSTGj � / \ 1 GRAPHIC SCALE 30' 0 30' 60' SCALE: 1"=30' Date: NOV 2Q14 Scale: AS NOTED Designed by: AMF Drawn by: AMF Checked by: AMF h- a d- LD E + oo 0 U N a' L ��T�•�� CO +-Lo ¢ o o)W J i."—� � • L" r"L C5 > n 3 I L0 U 07 0 U) :3m 1 Ld 0 d- cD Ljj0 � _ 1 z 0 Q_ [] Q 00 z d � N z v A C) o Ivor 4go� Revision Dates 2' County comments 1-8-15 CL Drawing No. of 7 Sheets Job No. 2346 � ry Z = Q U � WN � N J Q V / Q � U w� z � Q O z W Li.