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HomeMy WebLinkAboutSDP201300056 Plan - Approved Major Amendment, Final Site Plan 2013-06-12ccIU ON DECEMBER 4, 2012 1 SURVEYED THE PROPERTY SHOV N ON THIS PLAT AND THE TITLE LINES AND WALLS OF THE BUILDINGS ARE SHOWN HEREON, PROPERTY IS NOT IN A H.U.D. DEFINED 100 YEAR FLOODi ZONE BUT IS LOCATED IN FLOOD ZONE 'Y' AS SHOWN ON COMMUNITY PANEL N6. 51003C 0140D SERVICE UTILITIES ARE UNDERGROUND. D.B. 3155 PG. 700 EASEMENT COURSES LINE I DIRECTION I DISTANCE Ll S 44*46'27" E 16.9 2' L2 N 45* 19'2 6 " E 12.37' L3 N 48*55'40" E 27.31' L4 S 85* 14'24" E 23.39' L5 S 42*55'05" E 23,71' L6 N 42*5505 W 5 6.6 6' L7 N 44* 11'42" E 57.87' L8 S 25'36'03" E 18.06' L9 S 44* 11 '42 " W 52.48' EARLYSVILLE HEIGHTS BLOCK B TMP 31A—B-5 LOT 5 TMP 31A—B-6 LAND USE: RESIDENTIAL LOT 6 LAND USE: RESIDENTIAL TMP 31A—B-4 WELL LOT D.B. 793 PG. 411 VN O TMP 31A—B-7 LOT 7 LAND USE: RESIDENTIAL SITE LOT 3 VICINITY MAP I SCALE: 1"=1000' Aga fz2vff L F�,5335'00" E 99.89, IF 53-33'25- E S 53*33"25" E -3, kl� 266.45' 139.9 S 53'40'07" E . /A 6&66'_ X ? 96 #2c�jI'All,71W Z5 _�*M SLOPES CURVE RADIUS LENGTH DELTA C 3 5.40' 7.87' 83*28'27" C 4 39.11, 11.98' 17-3 2� �4 C 5 51.2 1 ' 24.58' 27'29'49" C 6 33.35' 8.99' 15'26'47" C 7 5.9 6' 7.73' 74* 18'19 " C 8 28.44' 14.39' 28*5929" C 9 25.67' 8.25' 18'24'_34" IA 0 9 r-6A 6r MtTZINZ Azz �t 7 L A 0 rf 605-1 '5\ _J J I L_ U i 'I —l" - 0 - b0770AY 9 IN f 06 6' 6- y A _p A N 77 wo 70P 94SIN 1 APrZ, �A'e Zii�N'II 15.40f2T TMP 31A-8-2 ZhyL�,x 2' x'100' LOT 2 PXf rrz z (I II ( ( I j�I ' I 9'1 2rP)7-/, 1; 600 SF 79A S/EwAND MINY //000, Zf AZS, hFl1S)=, C041116INIPI C�IIAKW ---.. \ r l/ _ -ram �_ --. / • ..� / / / / / / f i i f f `,- I I I j I ) I ,/ "EL=621.61' 99 4(mg PC 7A� J I] _v EASEMENT ,'0 NON 6421ISlYZ FOR 4 - Br — 'q ACCESS FOR �ISZ &P J1,4 ,4 299 1(277 P6' J71—J95 Al An Ar 626 LEGEND pp 1A(P JI,4-,4 CENTER LINE v Mvp USE7. co#kbm EXISTING PROPERTY LINE A\ coly6l' 10AFCZZ 2 ROGERx PfRAlIvs C40S SITE BOUNDARY L5\ 4 ELECTRIC/TELEPHONE 4 C) 6 GUY WIRE Al TJ CID CONC. GAP C-� PR A EXISTING UTILITY POLE _6� EXISTING LIGHT POLES zp RA,0 �J PROPOSED UTILITY POLE 7 491 WATER LINES 4 b9fp U;a 1 /:4 SANITARY SEWER CLEANOUT TMP 31A-6-1 SANITARY LINES J LOT 1 R STORM SYSTEM WN17ZZ,9 97. 100' SETBACK LINE J If S70RIV 91?lclr �,2,100 57- 7,6,4 5 .. .. Y6 48 qop'TH? ..... ....... lfJ6w sil EASEMENT LINE ...... 5F 79,4' sloRr 9/f/ff _7 EXISTING BUILDING EXISTING ROAD v- 4 .T _pk�l (gulzl- /91w) gio s/_ EXISTING PARKING RA kE-D WALKEXISTING FENCE LINE P) 4,T ............ -7 x 10 _J STORYml'w f -- j TIN N X (gellu "ga) .4� zz f SF J v CrCz41s1w_f _/0 I ...... ISEWN7 W fal AR -A UNDER ROOF q_ /0/? ZXirWSM�T 411SY- P4R1r11Y45 J14- J.4 Ji 91 /0�/ -19 f 09 .5(?77 P6 177,11-J85 6JV T 14j/ L No;v-,,c1rays1i1z- z54sn1,-Nr ­v 650 fY -0 '0/? AC(p S , W AOINI S, 14-- 1 7. -1YP-J1,47,4 74P JI-J2 i J0 69, "'V 1)9 k�77 PG-J17-JX5 4 69 66' AREA 77 1 ZAN,950AR, 0 '-v _J f j j r� = rJ RIV x zl� S16W RIGHT-OF-WAY CURVE DATA C5!4 rdf hp L 7p, 'q/ /A_ IRON /OiOl/22 0 , // c ir '7 ZZrKl Cl C2 S IMN Sc 05*,32'55" 16*51'14" DPP 14. IIS N41Z SET /s PP PORW ROLE R 690.00' R 695.00' _0FS,r4Z P 7ZZ 110NEEst P1 =,0KR INM7 T 33.44' T = 102.96' /P _7� /,r- N 53*24'48" W 336.36' ( -_ Jj ;�< - C/ NS zp LIGHT POLE L 66.82' L = 204.44' — — — — — — - — — — — — -- — — — — — — 1Y 1Y PIPH7,V -- — — — — — — PHYSICAL SURVEY SHOWING TMP 31A-A & MP 31-32 WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA zwz- 491- DECEMBER 15, 2012 BY C. STEVE GARRETT, L.S. `7 -3— COMMONWEALTH LAND SURVEYING, LLC — S-T A- TE - R_ 0 Lr T K 4 Zx-z, OF L41VZ 17PIff 'ZlQ WEST 010 OnAn 17 A 0 1 \/C\ 111 1 C_ D n A r\ MM_ Sl)?Iff CHARLOTTESVILLE, VA 22901 TOPOGRAPHY HAS BEAN FIELD VERIFIED (MAY 31, 2017) PHONE: 434-973-0513 AND IS CERTIFIED AS ITO ACCURACY. APPROVALS A\- DATE DEPARTMENT OF COMMUNITY DEVELOPMENTs_511 PLANNER/ZONING ENGINEER X' INSPECTIONS:,'.'' ARB .......... DEPARTMENT OF FIRE RESCUE /.q E911 rl VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT � O CLASSIFICATION: URBAN COLLECTOR GRAPHIC SCALE 30, 0 30' 60' SCALE: 1 "=30' SHEEN' INDEX SHEET DESCRIPTION 1 EXISTING CONDITIONS 2 SITE LAYOUT, UTILITY AND LIGHTING PLAN /4 3 SITE LAYOUT 4 GRADING AND EROSION CONTROL PLAN 5 NOTES AND DETAILS 6 PROFILES AND DETAILS 7 EXISTING SITE LANDSCAPING 8 PROPOSED SITE LANDSCAPING * EXISTING ITEMS TO BE REMOVED NOT SHOWN -//i'\ SDP2013-56 Rivanna Community Church Major Amendment to SDP84-029 i Portfolio 7-in H Matte Black Dark Sky Outdoor Wall Light z�, Lowes lterri #': 336644 1 Model ;'": I:JC1691 H Fixture Height 7" Fixture Width 4.5" Fixture Depth 7" Bulb Wattage 65 Bulb Base Type E:-26 Bulb Shape BR30 TMP 31A-B-2 LOT 2 i C) TMP 31A-B-1 C, LOT 1 4r i v a �y ti I °&•_ lPEZ: ` .-A "HT pjS.3g© cz� -6 6-49 TKAD Z1 A—I4_-A TMP 31A-B-4 WELL LOT D.B. 793 PG. 411 s 53.35'00" E 99.89' /.F. S 53>33'25" E 66.66' i h TMP 31A-B-5 LOT 5 LAND USE: RESIDENTIAL /.S. EARLYSVILLE HEIGHTS FLOCK B - NCE S„ 53>33'25" E 139.9 94.92'- <, 45.02' r CR/ACq SLOPES TMP 31A-8-6 LOT 6 LAND USE: RESIDENTIAL IF S 53 40 07" E - -� 20'BUTTER ZONE r- ._ ' _ xy �'?S �`9SF���YT ` T-1 2,W SIN I I: . ? f _ _ __ I 4� Ax r4Q,_ ° 1 j hS83'45'56,.., E� / / I IPROPOSED SW 1 C x- 84.83' ( I FACILITYEASEMENT N8,3 56''W _ _ _70P 8415/rK °m.� I I / -&PT% I I I o •, ka C + I i f DB. 5052 PG#678 - --____ ' L1 O EXISITING SWM c! 7jj'' x00 FACILITY _EASEMENT 0497 a �4 STORMWATER MANAG ME T / i ACCESS EASEMENT NON -£XCLUS/Y£ £AS£#£NT F0,f ✓' 5 '^ ACCESS FOR USE BY Til/P �lA A �� 5\/6 99 1 20' STOMWATER MANAGEME °T\, "O " q 5052 PG#678 F TY ACCESS EASE T 0011, - �X/) frfd.,> f ACILI MEN EXISITING 20.00' / r a �x v,, ACCESS EASEMENT- frfrf�,� v�r J \ fffff YYr fff�r Yr p r \ j fJ) J ff ,f Td/P .T1A A f t 2 Af ACRES f 1� q f ;1 ff 1Y' 1 r" \ , I� P(/d/P TANK EXISTING FAST SYSTEM.; TO REMAIN r=< IANO USE. C0111/ERC/AL 1 COrWC, r^ ."} i TMP 31-32 rrY _ �_ Ii CaPrs `� .. Il.._ •. Tr�GER PERKINS I ( f Di 1� _� EXISTING -AND ? t-- REPLACE -EX., 1,000 CAL._. f 7- _u- _. - O,B. f277)W 9B6 i �C ��-_ PROPOSED IMPERVIOUS-r 7 SEPTIC TANK' WITH r500 1 . SI�RFACES=64,037 SF GAL SETTLING TAN -' 1 -- i J ems• ---_ -__ 1 .. _- � _ - _ + SSE rr CV REPLACE`EX 750 GAL { 1 _ �1 S y t SEPTIC GREASE TRAP V%flH-c;PP l j; - 00 TRAP - ._. `l _.> - f � "`-- 1-0 ..GAL., GREASE �`�'~-"-�.�� IR av> ....... ;tJ iIZI 1 ' r•.i _/4^� PORTFOLIO j #CUTOFF FIX WATT 55( 13 �/41A\./6 STORMWATER MANAGEMENT FACILITY EASEMENT v ` DISTANCE EASEMENT J ( ( 1 a r "'� D.B. 4580 PG 683I EX 42' `��`� o > C2 ��.�"L z L7 f'I (' s 1 J REMOVE ._ 9 SEIjEiYT O/ ! tj C; 1 t. AND HEM 5 _ --- _ ✓J C �j TS P C c� l' Y m �% .._ `----` - _`_ - .__ _..__ _ ✓ ° . � u-_. N 5324'48" W /GHfYAYI ENTRANCE -- S-T A-T E-----R- 0 U—TE 6" SCHEDULE 40 STEEL PIPE FILLED W/ CONCRETE & PAINTED YELLOW BOLLARD NTS MINIMUM 24"X24"X42" CONCRETE -- FOOTING IMPERVIOUS AND PERVIOUS SURFACES TABLE 1\ 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 i alues in acres SETBACK TABLE FOR C-1 ZONING * �t Adjacenj to public streets: structures 30' Adjacenj to public streets: parking 10, Adjacent to residential and rural areas districts: structures 50' Adjacen'to residential and rural areas districts: parking 20' Buffer zgne adjacent to residential and rural areas districts 20' * Per Chapter 18, Zoning, Section 21.7 MINIMUM YARD REQUIREMENTS, a, b and c EAR-LYSUI L-LE- _ROAD _ CLASSIFICATION: URBAN COLLECTOR 4" THICK 3,000 PSI CONCRETE WITH 6x6 8/8 WWM ON 2" SLAB BOLSTERS, 5%t1% AIR ENTRAINMENT, SMOOTH BROOM FINISH GRAPHIC SCALE 30' 0 30' 60' SCALE: 1 "=30' TMP 31A-B-7 LOT 7 LAND USE: RESIDENTIAL SITE �I f J VICINITY MAP 1 1 SCALE: 1 "=1000' J J SITE DESIGN: 26645' BLACKWELL ENGINEERING - - A N Fn RI ACKWFI 20' PARKING SETBACK WELL & P1/#P HOUSE 50" SETBACK ' ; 1 ' Jy 41 � 1 T11P �1-.32 1 1� 1514CRZY 114, 1 )EYE•ANO /(ATHYHOOD, ET. AZ.% TRUSTEES, Y U J J J RI MAW COdld1UN/TY CN&RCN O.B. 4W9 M. 714f 0P O i4 io 11 q 1 1 J L 1 ABANDON EXISTING SEWERSAPLACE I 1 f4 l 1 1ct 1 1Jz LEGEND ✓ J -- - CENTER LINE % 1 JCa EXISTING PROPERTY LINE 4" COMPACTED \-COMPACT SUBGRADE TO 21A AGGREGATE 95% STANDARD PROCTOR SIDEWALK DETAIL NTS 1 - SITE BOUNDARY 05 J(,/) -- -- ELECTRIC/TELEPHONE GUY WIRE J � ,�"°JfPP r1_ EXISTING UTILITY POLE j JJ tP6' EXIST/NG L/GNT POZEJr ` J 1 PROPOSED WALL LIGHTS Y✓----- WATER LINES SANITARY LINES SANITARY SEWER CLEANOUT 1 STORM SYSTEM J SETBACK LINE EASEMENT LINE EXIST1NO BUILDING p2s ] PROPOSED BUILDING #1 PROPOSED ROAD/EOP PROPOSED PARKING MODERATE VOLUME -- -- - — - EXIST/NG ROAD COMMERCjAL ENTRANCE - EXISTING PARKING J VDOT AMj E APPROVAL 1 JULY 5, 2016 CURBING: CG-6 CURBING: CG-2 j 1 HANDICAP PARKING EXISTING FENCE LINE CONCRETE PAVING J LIGHT PAVEMENT J 1 PRE`_ HEAVY PAVEMENT J {`] GRASS AREA f 1 1 1 1 1 1 1 J 1 SURFACE COURSE 1 2" OF SM9.5-AL <-< < r 11 ff - P4, MR - H �, i t i T, jc� a (_ =_� J I I�I I iv -I 11=1 I= i= -i I I— !� I— I I�1 11=11111=---i I I BASE AGGREGATE COMPACT SUB -GRADE TO 95% = 8" OF 21-A STANDARD PROCTOR DENSITY 15A CMP a ti LIGHT .PAVEMENT SECTION NTS //--SURFACE COURSE , BASE ^COURSE SSS AT EDGE OF PAVEMENT, REMOVE EXISTING -- ASPH-AL-T; -CURBING; CUL--VERT-AND -- INSTALL DITCH TO MATCH EXISTING DOWNSTREAM DITCH. CG---2 CURB DETAIL BASE AGGREGATE / °-COMPACT SUB -GRADE TO 95% 8" OF 21-BJ STANDARD PROCTOR DENSITY HEAVY PAVEMENT SECTION AMR 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 TOTAL SPACES PROVIDED HANDICAP PROVIDED 4 [Date, JUNE 2013 Scale: AS NOTED Designed by: RLBJR Drawn by: TBF Checked by: TBF Revision Dates 1' County comments 12-3-13 F2`1( County comments 1-8-15 County comments 8-28-15 alnd Owner revisions ount.v_comments.9-14-16 _ 6 y Coun comments 3-1-18 z C Lj LLl rn cV W �> V) w� < LAJ � D Z D O Q J W ck_ F- V) Drawing No. 2 of 8 Sheets .. No. 2346 s n V TRAP -AIA-P-'; TMP 31A-8-4 WELL LOT D.B. 793 PG. 411 1 EARLYSVILLE HEIGHTS ELOCK 8 TMP 31A-B-5 TMP 31A-B-6 TMP 31A-B-7 LOT 5 LOT 6 LOT 7 LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL -7-4-3- ------------,--E-ARL—YSVILLE—ROAD CLASSIFICATION: URBAN COLLECTOR Date: JUNE 2013 Scale:, AS NOTED Designed by: RLBJR Checked by: T E83 F Revision Dates County comments 12-3-13 County comments 1-8-15 County comments 8-28-15 and Owner revisions VCouny comments 3-1-18 ry -7-(D 0 LLI > > 0 LJ 0 V) < ry 0< Z LID 77 LLJ GRAPHIC SCALE 30' 0 30' 60' nMn=MMMMM7T77" SCALE: 1 "=30' �11110�19F.v �_ HEIGHTS ELOCK B TMP 31A-B-5 TMP 31A-B-7 LOT 5 TMP 31A-B-6 LAND USE: RESIDENTIAL LOT 6 LOT 7 LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL TMP 31A-B-4 WELL LOT D.B. 793 PG. 411 Z Z 141115 OF AS IZ 7 1150 LI& PION, 0 A60POOR,40H)' M, S_53-35'00' E 99.8 53-33 25 E S 53*33'25" E 610.38, J CONTOURS PER /r1R1,( 11=20=2077,45-9�YIZ T_ CONTOURS FROM 1`4 1 61,1111) HIJOIIE5 a- A 550CIA ci- 7 0 16, r 90-5 �CO-7� — :i i� I I ), L 1995 511Z- PZ,4N SLOPES TT D) CRITICAL t 606 6 16_r:5 5075 L Al j� ! T, I i R�IRAP Z1,W1,75 OF,4S-9U& 7 TO POGRAPHY 70 RAP11K J /� / ;'7J' --—'--_... — ""' _ _-._� ._ _. R�. `C!-` .._ —' --._- _J/ / % / / SQ I ' I I En era d) '� I I I I �. I I' '! / I Ny 7" � tir / / ff /�1 =�- ==.f ff — ____ �.� - ___ _. � ' ` � .. _ _ 4 � • -` -- .�.� •/ / 1 POND TMP 31A-B-2 V�10 LOT 2 N T8 < 621.61'G 11 /1 i ''! I , I, I I I 27.5 FG±W Z 4�� Z4 SEE VDHIPE CONSTRUC/YION' PERMIT, HDID: lQl-15-0347 Lo /L 6 PERMIT EXTENSION: �E EUM�BTER 1, 20161 PERMIT EXPIRATION: 20, 7181 U SEE PIPE DETENTION 27.5 FGY-__ TO�':5�27.0 G DETAILS SHEET 6 7, �0 K + TOP _27­ — - L •t � � f� _ f f�-'I I _ I i 11 i ! I % 1 Il ol _j MAINTAIN 12" CLEAR, BELOW STORM DRAIN PIPE V) n �, \ r l! _ --' __`• � ` 0� 0 00 /9\114 LF 6" HIGH BERM 4 , 27.5 FG-4:1 ABANDON EXISTING' SANITARY SEWERS IN PLAC�J 11>1 7L 2607 INV 626- y (11 7\ - -"-> z z i , I: \ 1-1 1/ ! 1, " - LIMITS OF LAND DISTURBANCE/ it 'IV41P 74Nvr TOTAL=0.82,,XC i. 140 D I L0 F L5 T cis 7 C) 1 IT Il C0114C �4P !�,j 4- J A 7 SY CL Al 14 T 17 RIP RAP 122THI1�� K fqpn1 V > L • s TMP 31A-8-1 LOT 1 A07pV -63 . ......... SEE DETAIL SHEET 6 7 17 )j/ J'- 40 0 TT ZZZY IfJ2 PROPOSED FELLOWSHIP HALL FF=632.5 �j pj T r j Uj 65' 34 D W _U) AA A AF zz J2 If PROPOSED U-' IT SANCTUARY 250 SEATS '0 i FF=632.5 + Ld 3258 TOP+ ffj'�3 V 6N W b, Ezz LIMITS OF LAND DISTURBANCE L3^�, USE EXISTING PAVEMENT AS LAJ CONSTRUCTION ENTRANCE �2 + 34.5 /HP W _j PROJECT BENbHjMARK : TOP D177A LL_ ELEVATION =630.,00 TOPSOIL STOCKPILE Lli LIMITS OF LAND ----'I, ISTURBANCE A \ zip J W 291 Al j5 Cyp '0 X x -B N\, 53' 4 48" W 336.36' Y 31 Z,;t Q lAld N 2' 3.5' HEIGHT OF OBJECT SOURCE OF TOPOGRAPHY: SITE PLAN PHASE 1, EARLYSVILLE GREEN BY AR.O. SNOW AND R.W.RAY, INC. 1983-1985 TOPOGRAPHY HAS BEEN FIELD VERIFIED &(2014) AND IS CERTIFIED AS TO ACCURACY. A AS —BUILT TOPOGRAPHY OF THE EXISTING /§��,DETENTION POND WAS MADE BY KIRK HUGHES & ASSOCIATES, NOVEMBER 20, 2017 Z_,rISTINO GRADE I r-r-Y _r --- 7­1 EX. CULVERT EX. CULVERT TO SEE DITCH PROFILE AND I TO Pr7KAAIKI QV PEAAMIM CiC'r1T1nK1 D 0 CUCCT C M�m —0 EARLYSVILLE ROAD CLASSIFICATION: URBAN COLLECTOR 3.5' HEIGHT OF EYE z§�SIGHT DISTANCE PROFILE I/ ZI c I ,.,,/-390' SDL GRAPHIC SCALE 30' 0 30' 60' SCALE: 1 "=30' 3.5' HEIGHT OF OBJECT f 0 LL_ M 0 F- LLJ [Date: UNE 2013 Scale: AS NOTED Designed by: RLBJR] Drawn by: TBF Checked by: TBF �0,/Vo D V 0 Revision Dates County comments 12-3-13 County comments 1-8-15 County comments 8-28-15 and Owner revisions 6\1 4 9-14-16 County comments nts 3-1-18 C) ly— 5 D = :Z "o Lj z Lj < > CL LLJ > :D > V) Z Lj _j _j 0 V) Ld < Z Lj Drawing No. 4 of 8 Sheets Job No. 2346 R _ -1 � _1 ! 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 Erosion 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, wl nether 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(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including 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 subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision 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. i 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 48 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 Section 3.02 of the Virginia Erosion and Sediment Control Handbook, Furthermore, access to other properties affected 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) in 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, eaves, etc.) encountered during the course of construction shall be immediately broughtl to the attention of the engineer aend 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 submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to is 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 Ivviethod 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 and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the deve oper. 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 1}st 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 prices may be obscured. V19. Aggregate base and subbase materials shall be placed on su%grade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT 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 I 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 wit Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density ce�ntrol 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-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the found&tion. 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. 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. V22. The foundations for all box culverts shall be investigated by p I aeans 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 box is proposed, 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 foundatiin 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 specified by VDOT. i 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-pf-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 paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted J i 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plans 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 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). GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, al 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 necessaryin order to stabilize adrainage 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 Sediment 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 not 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 7:00arn 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 or 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 are 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 FesScue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subjlect 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 sedimeent. 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 17-2078) GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. All berms and constructed fill to be within 95% of maximum dry density and moisture content. All fill mate6al 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. - _ 1. Site statistics: Albemarle Count TM 31 32. Zoned: C1 Commercial. Total area of existing ! � xisting lot 4.15 acres. Proposed use: Church. Total disturbed area = 0.65 acres. Building areas: 3,532 sf existing; 2,898 sf proposed Fellowship Hall; 5,376 sf proposed Sanctuary. Total existing and proposed 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 of 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 and 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 of grass. 4. All drain inlets shall be protected from siltation. Ineffective protection devices shall be immediately replaced and the inlet cleaned. Flushing is not an acceptable method of cleaning. 5. When the crushed stone construction entrance has been covered with soil or has be+en 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 durimg 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. 9. Satisfactory material for use as fill for public streets include material classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, Unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil soil too wet to facilitate compaction. CH and MH soils may be used subject to approval of the VDOT Engineer. Soils shall have a minimum dry density of 92 lb. /cu.ft. per ASTM D-698 and shall have a liquid limit less than 17. 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 the results of the Proctor tests together with a certification that the soil tested is representative of the 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. SEEDING & MULCHING TABLE ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT SEEDING WITHIN 7 DAYS FOLLOWING FiNISH GRADING. SEEDING SHALL BE DONE ACCORDING TO 6MAX STANDARD & SPECIFICATION 3.31 TEMPORARY OR 3.32 PERMANENT SEEDING, OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND DCR TECHNICAL BULLETIN #4. APPLICATION -EXCAVATE 4 X 4" TRENCH RATES FOR MULCH, FERTILIZER, LIMESTONE AND SEEDING MIXTURE SHALL BE AS INDICATED BELOW. IS I ATTACH FUPSLOPE � CE MATERIAL tE, AND EXTEND INTO AND TEMPORARY PERMANENT i ,lir , •, ALONG BOTTOM OF TRENCH. c ai - BACKFILL AND COMPACT SPECIES LBS/ACRE SPECIES LBS/ACRE r , •_, _ ,. EXCAVATED SOiL. ANNUAiL RYEGRASS & CEREAL RYE 50-100 KENTUCKY 31 FESCUE 128 Tr ANNUAL RYE GRASS 60-100 RED TOP GRASS 2 FLOW ' . .. .. . ' . . ' .,. . " . _ ,., . �_�I � I_ GERMAN MILLET 50 SEASONAL NURSE CROP 20 TOTAL 160-250 TOTAL 150 *USE SEASONAL NURSE CROP AS INDICATED BELOW ❑ SEPT. 1st - FEB. 15th ANNUAL RYE & CEREAL RYE ❑ MAR. - MAY 15th ANNUAL RYE SIL T FENCE ❑ FEB. 16th - APR. 30th ANNUAL RYEGRASS ❑ MAY 16th - AUG. 15th FOXTAIL MILLET (SHEET FL 0 W PR 0 TECTION) ❑ MAY 1 st - AUG. 31 st GERMAN MILLET ❑ AUG. 16th - OCT. ANNUAL RYE NTS ❑ NOV. - FEB. WINTER RYE FERTILIZER: 10-10-10 0 450 LBS/ACRE (10 LBS/1,000 SF) FERTILIZER: 10-20-10 @ 500 LBS/ACRE (12 LBS/1,000 SF) PULVERIZED AGRICULTURAL LIMESTONE: 2 TONS/ACRE (90 LBS/1,000 SF) PULVERIZED AGRICULTURAL LIMESTONE: 2 TONS/ACRE (90 LBS/1,000 SF) ORGANIC MULCH MATERIALS AND APPLICATION RATES VESCH TABLE 3.35-A RATES MULCHES PER ACRE PER 1000 SF NOTES: 14 - 2 TONS 70 - 90 lbs. FREE FROM WEEDS AND COARSE MATTER. MUST BE ANCHORED. STRAW OR HAY (MIN. 2 TONS FOR SPREAD WITH MULCH BLOWER OR BY HAND WINTER COVER) FIBER MULCH MINIMUM 35 lbs. DO NOT * USE AS MULCH FOR WINTER COVER OR DURING HOT, DRY 1500 lbs. PERIODS. APPLY AS SLURRY CORN STALKS 4 - 6 tons 185 - 275 lbs. CUT OR SHREDDED iN 4-6" LENGTHS. AIR DRIED. DO NOT USE IN FINE TURF AREAS. APPLY WITH MULCH BLOWER OR BY HAND. FREE OF COARSE MATTER, AIR-DRIED. TREAT WITH 12 lbs. WOOD CHIPS 4 - 6 tons 185 - 275 lbs. NITROGEN PER TON. DO NOT USE iN FINE TURF AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. BARK CHIPS OR 50 - 70 c.y. 1 - 2 c.y. FREE OF COARSE MATTER. AIR-DRIED. DO NOT USE IN FINE TURF SHREDDED BARK AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND * WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2000 Ibs./ac. OR 45 Ibs./1000 sq. ft. EDGE OF PAVEMENT LVERT -- Ty r%�\ KY i � e TOE -...,_ OF GRAVEL !r a FILL *DISTANCE IS 6' MIN. IF FLOW IS TOWARD EMBANKMENT �0 0 >L GRA VEL CULVERT INLET PR 0 TECTION XA-CIP NTS (NO CHANGES THIS SHEET) 1.0' 1.5' FLOW-- VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN FILTER CLASS i "HORSESHOE" WHEN HIGH VELOCITY OF FABRIC RIPRAP FLOW IS EXPECTED CULVERT INLET PROTECTION STONE 13. Any discrepancies found between the drawings and specifications and site conditions or any COMBINATION inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambimuities. Any work done NTS 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. 15. All storm sewer piping shall meet VDOT standards. Pipe bedding to be per VDOT PB-1. 16. All sanitary sewer piping shall be PVC SDR 35 unless stated otherwise on plans. Sanitary sewer lateral to be 6" PVC SDR 35 from sewer main to building at a minimum slope of 11.0%. 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 sizie. 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 luminaries onto public roads and property in residential of rural areas zoning districts shall not exceed one-half footcandle. SEQUENCE OF EROSION CONTROL 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 Inlet Protection (IP) 7. Install Outlet Protection (OP) 8. Install Blanket Matting (B/M) 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. Date: JUNE 2013� I Scale: AS NOTED Designed by: RLBJR Drawn by: TBF j Checked by: TBF 'N ©,� l2`° Revision Dates County comments 12-3-13 II1` County comments 1-8-15 J County comments 8-28-15 and Owner revisions ount commen s - 4-- _ I)Coun y comments 3-1-18 ZLLJ Q Lv N C) L,J J_> Z Li O a_, V) �� W LLJ Q CD� 0 z (DW Z Q Drawing No. 5 of 8 Sheets Job No. 2346 , m 640 620 FULL WELD ALL JOI 12" CMP OUTLET TO `"~' '~ ' "—' -''' "`" PIPE DETENTION SECTION DETAIL �\ SCALE 1^=2' TOP OF 6" BERM BEYOND PIPE DETENTION ELEVATION ,-\ � ROADSIDE DITCH PROFILE —QWR 7-0 RZ-AI14IN TO BE REMOVED \I -PROPOSED FL TO MATCH A INVERT OF EXISTING --------------- OR 1 1 Ah EX. PARKING LOT TO BE REMOVED ROW 640 630 mil am M. STORM DRAIN PROFILE BUILDING —A PROPOSED RADE AT PIPE EXISTING GRADE Z AT PIPE Ld Ljj 0- LD 17'- 00 590 �- 0+00 4^ CONCRETE SLAB ON 4' STONE BASE FF=0J25 CLASS 52 D| PIPE ---COMPACTED YDDT#21-A MAX. |NV=828.25 5, COMPACTED �PE-' YOOT #78 | | `-6" COMPACTED 3' -~� VDOT #78 BEDDING STORM DRAIN DETAIL BENEATH BUILDING �� �� EARLYSYLLE ROAD "—EXISTING AND PROPOSED DITCH CROSS SECTION SECTION A -A SCALE 1"=5' FINISH GRA[ |NLETELEV 12' HD 1HOLE LID 620 610 -� 590 4+5U (4) 6^x36^ OPENINGS N|SH GRADE AT LET ELEVATION I.D. CONCRETE MANHOLE STORM SEWER SCHEDULE STORM STRUCTURE SCHEDULE OUT (TO) STORM PIPE SCHEDULE STR. # TYP E TOP IN (FROM) FROM # TO # LENGTH - SIZE SLOPE TYP E ~PIPE Lcwsrxs^xsMEASURED noCENTERS opSTRUCTURES AND onFITTING. "CLASS szDUCTILE IRON PIPE BENEATH BUILDING. SEE DETAIL THIS SHEET. U x� cowmozro*npcWITH MAxM^CDISSIMILAR PIPE COUPLERS U YARD INLET YI-1 FDcit NOV 2015 Scale: AS NOTED Designed by: RLBJR D ra =wn by� TBF — EChecked by: TBF County comments 3-1-18 LLJ Lj Ld TwP 31A-B-4 WELL 0T TMP 31A-8-2 LOT 2 sanc/ovuE *ou*Ts ELOCK B rMP 31A-a-5 LOT 5 TwP 31A-B-6 7WP 31A-B-7 LAND USE: RESIDENTIAL LOT o LOT 7 LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL / . / \ / . � —17aYOF PINZ- / /> ' / Lm^���� / /�� '�� / ' / f7~mm17��01Am, / \ / ', 626 '�0 \ / / oo= � -_ TREESBE REMOVED »x 2 ACER RU RUM RED MAPLE |C8 JH[ /SB PLC --_- ' TO BE REMOVED | 5 |ILEX CORN UTA �[ GRASSES TO BE REMOVED GRA ER S El EXISTING TREES TO REMAIN MIS EISN EXISTING SHRUBS TO REMAIN rHE M 1 8* 1HEMEROCALIS SPECIES EXISTING PERENNIALS TO REMAIN INDICATES APPROXIMATE QUANTITY CKEEP|NG]0V|PEK ouusRUG]UN|PER CHERRY LAUKEL'OTT0LUYKEUN' ORmAwENTALGnxB ORNAMENTAL GRASS RED MAPLE xuU3ADOGvvO0D VYH|TEP|NE 8RADF0KoPEAR mURFO0HOLLY cxssp|NG]UN|pGK HEAVENLY BAMBOO 357xZ~794 3/5x2=750SF 485 x 0 ~-' ~ rp L-1 ` �� � �� � �� /7^� �� / � �/�~ ^//1 �Y �� ~I �� � �j �� ��� �� �� EAR[YSV|LLE R{}/\D �~=~ CLASSIFICATION: URBAN COLLECTOR GRAPHIC' SCALE «^ALE JO' 0 30' 60' Date: NOV 2014 Scalle: AS NOTED Designed by: AMF Drawn by: AMF Checked by: AMF Revision Dates County comments 1-8-15 County comments 8-28-15 and Owner revisions LLJ o LLJ County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside drip line of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or wails; ❑ 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. ❑ 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 b saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved 6. Fires: ❑ Fires are not permitted within 100 feet of the drip line of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the drip line of trees to be saved. TMP 31A-B-4 WELL LOT D.B. 793 PG. 411 a A EARLYSVILLE HEIGHTS ELOCK B TMP 31A-6-5 LOT 5 TMP 31A-B-6 LAND USE: RESIDENTIAL LOT 6 LAND USE: RESIDENTIAL EAI' TREELINE' 8. Protective Fencing: / 21SBUILT"CONTOURS ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. j ' f 111 ❑ Fencing shall be in place and shall be inspected and approved by a C lunty Inspector prior to grading or construction. --- -- - _ {YGf�D AND; OAK 9. Tree Wells: / - -r J 1 I LAND EDGE ❑ When the ground level must be raised within the drip line of a tree to be _ � i - ___. �` saved, a tree well shall be provided and a construction detail submitte for / _ - - - 1 -`` approval. /r - - P/NE /` 10, Tree Walls: / / - _ ..:_ - _ J - , PINZ ❑ When the ground level must be lowered within the drip line a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. TMP 31A-B-2 LOT 2 ❑1 When Trenching trenchiand n Tunneling: aired within the limits of clearin �t shall be done ®� �� • / t '7 r r;'`"; _` 2�' WH/TE PLNE' -. g q g, as - `- f -! \ \ 17' -� r t t=r - �r \ c EE4rNE � , far away from the trunks of trees as possible. Tunneling under a large) tree \' _ - --'- - W-. �� \ �i - v� �;(� shalt be considered as an alternative when it is anticipated that necessary``sc'd 'J trenching will destroy feeder roots. 12. Cleanup: J - - - / 6� ���. ' - \ % 628 ❑ Protective fencing shall be the last items removed during the final cleanup. y i 13. Damaged Trees: 1TIW/TL-P/NE ❑ Damaged trees shall be treated immediately by pruning, fertilization or other i- lie, #LLTEP/NE 1 methods recommended by a tree specialist.~ PP f �; �� ; ;~ 17'fyHLTEP/NE F / NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR__. ON TREE CONSERVATION REQUIREMENTS, - __� TMP 31A-B-7 LOT 7 LAND USE: RESIDENTIAL OWNER NATURE '�--DATE) - 5-1-06 Page of 1 I , i J ; GJ, °j r _ I , 1 14f' �/TE rYE� -_ / A z y f jt I' k PUrf1P TANK ;� N _r _- ) --- ! 77 / r•-fit' i _ f _.f 122wC \ - fPE `1 �r N ti 17 -DPP j;:::_`::::;::::.., l:`f {,,;:.. cR E /RAP - 1 _ P TMP 31A-B-1:.. i / :>:::..'� .r .,.,, t Lam¢ ..,. xt,- ;�`�a"'.----.-... ..,,.,—u..w : AJ ��--..✓';' r� °� , \ LOT 1 - -- - - — — PINZ- t : ,. .-' ./f '��.f _:fir.-•.,' .--- n ,bJ ij 16"!Y1//TE f ' 7 17so� ?1 L/ f ] 1 f t f -- _ t.:''. : st r _ ,j PA4ED AREA `OF BON PARK/NG .. LO/3:' 29,5BB SF :., EX/S77NG BU/LO/NG 1A,/ LANOSC✓POAREA OFPARK/NG L0)3: 1,881 SF LN 6 LfJC4TONS`r if tt )) i t / 91( PARK/NG SPACES { a { f 9 NL7Y /BEES PROY/D£D IN 5 PARR/NG 15 AZZ IfAPLE ` �w 00 !j LOT LOC✓IIIONS PROPOSED PLANTS ZAA /4\ IS\ CODE CITY LATIN NAME TREES BIN 3 BETULA NIGRA U 6 LAGERSTROEMIA INDICA X CVS. ZS 4 VII_LA f ZELKOVAS RRATA'GREEN' E G 19 G11W- ,f ARC 92 ioyllz- PROPOSED S*W1Z1ARY lOH/IE f r t ' PINE f f ¢sp /own Bso 4/ E 1 PL 1 PL J 6 /CB f ' % \ a - / 6h� / /__ ` ` •mil l / f - t 6 ARC 5 f i COMMON NAME MINV HT/CAL. AREA OF CANOPY `/C1:i i 3Y f kj;a 633 1B'RED A/APL£ '�� - f ? =`�' f -- 1 L/ �r ( a RIVER BIRCH 10';-12'ht. 397x3=1,191 / I r.? r 2�"BR4DfORDPEAR i ( \1r' 51Yf3f r -=_ ' 4 \°\ -•f ) ~a 17" 0111E .: 20 Wy 1 C'• ` 7 IILL CRAPEMYRTLE 6` 7' ht. 77 x 6 = 462 -- _- � 1.2 /CB 11/XED a cj r ! i ; JJ ARC -'` l� I ANNLGIL <� a PERENN �?\ 1 , ? 70 BR4DFORD PFAR j \ VILLAGE GREEN ZELKOVA 1 %" - 1 /"c. 452 x 4 =1,808 x �.v = cokzRS9 i \ : t ARC 7.8 JABELIAX ROSE CREEK ROSE CREEK ABELIA '` `- • ._. • ,_ , �.° a -;; ' _IBG 0 UXUS GREEN VELVET GREEN VELVET BOXWOOD F 9'KOUS9 LiOGffYODL ICB 15 ILEX CORNUTA'BURFORD' BURFORD HOLLY 12'j ht. Min. PL 2 PRUNUS LAUROCERASUS CHERRY LAUREL - - - -. T `.�, _ i ' - - - - - - - __ - - -% ' % 2 ZS VDC 3 VIBURNUM DILATATUM'CATSKILL' CATSKILL VIBURNUM WFW 21 WEIGELA FLORIDA WINE AND ROSES WEIGELA GRASSES 0 PAH 34 PENNISETUMALOPECUROICES'HAMELN' DWARF FOUNTAIN GRASS LMW 36 LIRIOPE'MONROE WHITE' MONROE WHITE LIRIOPE PERENNIAL GROUND COVER MIX: = DENDRANHEMUM'PINKSHEFFIELD' HARDY CHRYSANTHEMUM EUPHORBIA ROBBIA EUPHORBIA HELLEBORUS'HGCHAMPION' HELLEBORUS LIRIOPE'MONROE WHITE' MONROE WHITE LIRIOPE NEPETA X FAASSENII CATMINT PACHYSANDRA TERMINALIS PACHYSANDRA TREE CANOPY CALCULATIONS GROSS ACREAGE OF SITE: 180,816 SF REQUIRED TREE CANOPY FOR THE SITE (10% GROSS): 18,081 SF CANOPY OF PROPOSED PLANTINGS AT 10 YEARS: 3,461 SF EXISTING WOODLAND AREA RESERVED AT REAR OF PROPERTY: 18,478 SF CANOPY BONUS OF EXISTING PRESERVED TREES: 12,282 SF `Y TOTAL TREE CANOPY PROVIDED ON SITE: 34,221 SF ST,4TE R 0 UTF 3 EARLYSVILLE ROAD CLASSIFICATION: URBAN COLLECTOR ZS 4ra ✓HC / / 2 NOH 8 HEA/ r i 11 GRAPHIC SCALE 30' 0 30' 60' SCALE: 1 "=30' NOV ' 014 Date: Scale: AS NOTED Designed by: AMF Drawn by: AMF [Checked by: AMF Revision Dates z County comments 1-8-15 3i County comments 8-28-15 and Owner revisions __. County comments. 9—— and Owner revisions caner revisions for new 0 Z U D -2-(D Q Lj �i W ZLLJ r-- C� J J Q D J> Lt.j :2 {I -72 >-- �9 V) 0 Q J oQ w z � W Q_ Q O ty- CL Drawing No. of 8 Sheets Job No. 2346 1