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HomeMy WebLinkAboutSP200700027 Resubmittal 2007-12-21Vicinity Map � I 0 (w I 0& •,1 Emmanuel Episcopal Church Site Emmanuel Episcopal Church Owner: Emmanuel Episcopal Church 7599 Rockfish Gap Trnpk. Greenwood, VA 22943 Albemarle County Legal Reference: Tax Map Parcel: D.B.200 Pg.456 70-12, 13 &13A Zone: Mageristerial District: RA Whitehall Watershed: South Fork Rivanna River - Watershed Mechums River - Stockton Creek - Sub Watershed Proposed Site Coverage: Buildings 0.323 Acres (14,084 so Gravel 0.179 Acres (7,778 so Impervious 1.322 Acres (58,032 so Open Space 11.994 Acres (522,018 so 13.818 Acres (601,912 so Existing Site Coverage: Buildings 0.231 Acres (10,084 so Gravel 0.275 Acres (11,979 so Impervious 0.787 Acres (34,270 so Open Space 12.525 Acres (545,579 so 13.818 Acres (601,912 so Proposed Parking: 133 Spaces Setbacks: 75' Front yard setback 25' side yard setback 35' Rear yard setback Survey by: Thomas B. Lincoln Land Surveyor Inc. Index of Sheets L1.0 - Cover Sheet L1.1 - Survey L1.2 - Site Improvements L1.3 - Site Details L 1.4 - Landscape Plan L 1.5 - Lighting Plan L1.6 - Site Coverage, Site Sections L1.7 - Site Phasing Diagrams Description of Revisions 10/31/07 Preliminary Submittal 12/18/07 Revised to Address County Comments of 12-12-07 Please refer to letter response for specific comments and how the comment was addressed. Overall Site Survey / U.S. ROUTE 260 war — —' `RAVEL 3219,001 TP BENCHMARK°? - M. TIPN80706'34. CB:N61 37'14'E �226 - I I �r TM NQ12► 10 22.82' LTA. 3? •ur wire — fo \ a 7VI TRED /// •eD• WOOD ,� '.,� ` \� z1 ., "�• �',..\ S \eLM %%T "., -�77ii-E-2 I I I r .�..� .� \ O f \ W t r • D^& 1000IR ib PLAT e. o} ` •°>s�D,.r.� .�'' `ti. '�,. "^. '� ! 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UEBERTH t Q a No. 1254 CAPE AR�a���G No. Revision T— Date 1 __^Address Comments 12-12 12-18-07 _— Drawn by RAD —_Checked by MEL Scale 1 "= 60' D)ate 10-31-07 Issued for Preliminary Plan Drawing Title over Sheet Overall Survey Drawing Number L 100 Sheet 1 of 8 Project Number RFNr,HMAPV- NAZI PPT IAI ('pill IAIn CI Cl/_ 74A en 720- - - - - - - - - - � - - - - - - - - - - - - - - - - - __ - ", I- - - - - - - , - , - - - - - - - - NI!2 ­_ .11 - - - - __ - - - - - - _____ � __ - - - - - - - - 720- - - - - - �_ - - - - - - - - - - __ � ---- I � - __ __ - - - - - - - , ,zz ZZ �, - - - - 11.1 - - - - - __ - - - - __ - - , _�� __ � T_ V'! __ -, __ _� __ - - - 7 - - _1\ - - , * , .:� , � - - - - � / _- N5_4_?j_Q_8.�217'E- - 1-1 � _ I __ - - - Z 1 _ -_ ( NC � - I 0 - �_ I �_ __ \ / ) � � , _ __ , : - - - - - - - -1 __ -i- _, I __ __ �, _ "� _� _, - - - - -� -,, - is- - _� __ �_ TP \ TP \1 -1 `1 - - - - - - --, '-, -_ _ - - , __ �_ \ � _� -� - I- _� - \ - � - - .. - �- - -_ - - - -_ 47�p*-,, ," __ __� _� _�,� -, I __ 0 - , \ �", - - I I I ", , - - -, - - - - - � - - - , i� , I __: ____"_k__ - I 1-1 - -.11" I5.W_Q_Z_,11 Ez: - - -�, - � - - - I GT ,, - 21a,o- __ --"*, -1, --�-�. -_ -_ -11 -1 \ \ � - 7 _::�, ,� Ei�_ _ _� �, I 1-4.. __1 __ ___ '-3 8 2.5 01 7 I- - - - - -,, -1 �_, 1-1 -11 , � I ____ \95,42' ____ - �, 1_� 1-1 �_ --,-::--I--'-'- __� 1-1 \ �_, - _� I , " , .,� -, - 1___. 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LIEBERTH 1� I "o. 1254 11�1 ..01 . �__________ - No. Revision Date -_ -_ I � i I - I - - - - __ � ____ - - I - A - - . I I I . - I'll, I - _JV ­- _LV-_,.L-V1 ___ ____ -_ Issued for Preliminary Plan Now"Ilunw- ____ .- Drawing TAle Survey owing Number L I . I Sheet 2 of 8 ------,-- Project Number U,S. ROUTE 250 VDOT Standard Taper VD0_T standard residential entrance Sight line Sight line .... .. GRAVEL R=3219,00' 35' Radius -9s, __ _­ -,_,A= t1Z Reduce existing curb cut T= Remove paving and reseed 0=175,94' — -- — — — — — — — — — — — — — — — — z N 6 0 ? 0 CB=N61?37'14"E Remove paving and reseed N 5_0_0 BENCHMARK Relocated Peir 10'West LTA= 3?W 5' TP TP 1 22.82' G\UW11RE 1'24"E 103.41 72 N60?J W TP TPED 7 ?p Shot and Chip Paving - 3 IL P 9.0 aw -382,50' LT N68? tip '4 0,,, ......... ... OPP e ave exis in OTP 9 5,4 2' 0 7'4 0, - \ `__ — - I Z) D-5, 110901� 116 PL Tg 2 No 1 0 0 OGL'� 0 GLTO 036" W060 738,06' (030" WP4,0 GUY WIRE OBXWD 6 24' WP40/6� 0361, WP60 Bumper Block 720.93 H,W,P.B. XIV P, 8`1 030" WP60`1\ D,13. 113 P,4�9 PLAT — smaw 0 D.B, 2000 P. 456 (0 1 _\ es - 0 , 72 EMMANUEL EPISCOPAL CHUR&H" 718,00+ Concrete Walk CED26 721.95 18PW030 06 A S H 2'0"// + �Gr el Parking Ar:11a - 0.316 ACBES 7 .97 2­e E30 @BXWD 6' 7113�_ BX 6__ #18" WP40 4CP — — — — — — — — — *BX 61 do N65?09, E 1.65 D OBXV�D I� 32)) I/ 16" W060 738 024"RO40 *BxWD_ a 722.01 0 BXWD J 1 .. 105X D"S 7,47!7— — ft- - LD RO Existing Dirl . ve to -Remain /GRAVEL'me W �V OUT I 0 21 + 721 9clerground StOr n,Water -Managerneff', 4" W016 BRICK WAL PLANTER 2P&NTER Ak W(o 0122� GRAVEL. AREA-,, Religious Education Building 72Z68 PAVED DRIVE 7 .50" SIGN 1 $TORY BRICK W1 BASEMENT rF- 72i,68 BFF= 714,24 TRENCHI DRAIN 8'BXW?* 40 60 03 WO AC UNI ILJ C-)6"DRAIN 42"RO80' W 0 7\6 —720 TREE2 r 5.00 38.1 3 3+ 04 \b DW2 0 \ Undergr und Storm Water 010 4'/DIP Shot and Chip Paving Management (if required) PVC 010 4 +nT.-99 SIGN A LLITE QJSF INV 1 1 67 AR' Her, 722,50 722.00 (PIC) \1 , --- I DIP 27"LOO NO Topo NOP DoiyE JW 0S ---- --- 24 nd Pole sRpTiC TANK INV OUT W060 03 �\WOFJO P I �'o 704,81" I T 30" — lie- V Si&6W-- 6 W 50 N Grave Parking Area 6" HOL129, x1sting 7 5.9 E 1HOL15 2 Y161 Parish �11 I", \ 915\ APO�E;2 WeaQ 0 IGN Hall 6 16' HICK60' isting Churc 4E2 JPN, MA I STORY BRICK B 03 Fo"EMENT P-739.1r, 30. 726R TMP 70-12A STORY BRIC 0 I< 0 6" HOL 733.31 ST. NICHOLAS ORTHODOX CHURC OA�5EMEN TREE 1 W R LE26\ rt-Z739,16 Existiii -C (�u r b D.B. 3119 P. 487 732,84 '111, Marston-Larue 0 D.B 1090 P, 115 PLAT W06 TREE 36- WO(j) House D.B. 399 P, 322 PLAT o --Remove G �:i to 718,OE R�, F H ,w6ropsoil & se� "F no and Chip P iqg 3, T 00 I round,,Storm Watdr, H�M3 .81 -1 , 32 Ynder� Zoned RA �v 72 0a U) anagd ent \ 320 0 ACE] 1055 W075 AG 4 0 M 7' BOXWD Q-�,84XWD IWO' G 1-6 *2" MAGO see 736- NT R TIC L/ 73 TMP 7P-12 PP EO UR' 7 EMMX"L C-P4WOPAL CH Cri B 728.33 TC 1617 P. J476 1 /D.B. 1090 P.),16 PLAT /VO 6 18.00 BC 10.60 012" WA�30 2186 ACRES AP W.4S to 34,66 GYY IRE WAS WO7, Shot and Chip Paving 7 A 734.17 A_, 731.67 --733,92 + LP 31,32 0 73367 + 2-V 7� '�B 724.07 -00 -BW 708, T� T_ 179 i� BC 7 -T R 7 W076 FF J 734,37 first -7 Future Structure 7 nd %MEMO B W 7 24, 0 0 0 �2 4o,5_0_ TW/72 . ......... 36' POP 45 —720-- uture Columbari C TMI? 70-13 & 13 A El`�MANUEL­EPISCOPAL CHURCH P.,,4 6 B, 2oob 6 117 Wool—, 11.3 A-G PJ,-- S -3 D.B� 3 -8,P. 283, 284 PL�T D.ilk. 1132 P. 749 PLAT. 24 D, 12' PINE30 -FM 016" INE3� P r OP4V 024" 7777 18" HICK30 VEL FV n g curbir cut and esed ���N��E L34 resee T 3 ?'l _7 0- 7 0 .1 2 71 9.0 of 60' 30' Scale: 1 "=30'-O" LAND PLANNING &DESIGN A S S 0 C I A T E S 310 East Main Street, Suite 200 Charlottesville, Virginia u www.lpda.net 434-296-2108 n Fax 434-296-2109 Project Title Emmanuel Episcopal Church Greenwood, Virginia asommow ZT111" �op & T. ,�A4 Al A�l 00mr- - Revisilon Dote I --Address Comments 12-12 12-18-07 Drawn by RAD Checleed by MEL S c o'e itl = 30' Date 10-31-07 Issued for Preliminary Plan Drawing Title Site Improvements Dro-wing Number L 1 2 Sheet 3 of 8 Project Number 14' MAX, B SITE SECTION B 1"=20' CULTEC CONTACTOR 10OHD CHAMBER SYSTEM PAVED TRAFFIC APPLICATION TYPICAL CROSS SECTION DETAIL PAVEMENT 1.2INCH WASHED 95%COMPACTED FILL CULTEC CONTACTOR 100HD CRUSHED STONE CULTEC No. 410"" FILTER FABRIC HEAVY DUTY CHAMBER TOP (MANDATORY), SIDES AND BOTTOM TYP. GENERAL NOTES CONTACTOR 100HD BY CULTEC, INC. OF BROOKFIELD, CT. ALL CONTACTOR 100HD CHAMBERS MUST BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION GUIDELINES. ALL. CONTACTOR 100HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. \\/ 8" MIN. �ri 6"MIN. 12.5" r 7 6" MIN, UtN l tK I U UtN l tK w w• . . �► •�' 1 ALLAN BLOCK WALL BATTER FROM VERTICAL —tee 3 ft (1 m) COMPACTION CONSOLIDATION ZONE ZONE FINISH GRADE BACKSLOPE ABOVE WALL ANGLE, i OPTIONAL ALLAN BLOCK CAPSTONE 12 in (300 mm) I, A ALLAN BLOCK UNIT INFILL SOIL EXPOSED WALL HEIGHT 'a WELL= GRADED GRANULAR DRAINAGE ROCK 0.25 in to 1.5 in (5 mm to " 38 mm) LESS THAN 10 % FINES FINISH GRADE BELOW WALL a GEOGRID LENGTH A �— EMBEDMENT 6 in (150 mm) ." ' 4' 4 in (100 mm) DRAIN DEPTH TILE VENTED TO DAYLIGHT —12 in (300 mm) SEGMENTAL RETAILING WALL NTS BAPE HEIGHT IMPERMEABLE FILL TO MINIMUM THICKNESS OF 8 in (200 mm) --EXTENDED LENGTH MAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS RETAINED SOIL GEOGRID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN 4 in (100 min) DRAIN TILE VENTED TO DAYLIGHT New Parking Shot and Chip Paving New Grade—, New Wall SLOPE TO DRAIN SEE PLANS Q > 09fDo ° bo cry ! ao —III_ I — I 1—I I _I I,;, I I; ;-; I I I;, 5 BRICK PAVING ON CONCRETE 1 if = 1'-0" TP TREE PROTECTION EXISTING TREE--\ DRIP LINE BRICK PAVERS 1" SAND SETTING BED 4" 30100 PSI CONCRETE WWM #6, 6"X6" 4" COMPACTED 21-A STONE BASE GEO'TEXTILE FABRIC COMPACTED SUBGRADE OR UNDIISTURBED SOIL DRIP LINE SIDE VIEW PLASTIC FENCING - 40 INCH HIGH "INTERNATIONAL ORANGE" NOTE; IF FENCING CANNOT BE INSTALLED PLASTIC (POLYETHYLENE) WEB FENCING SECURED TO -- AT DRIP LINE, INSTALL FENCING AS FAR CONVENTIONAL METAL "T" OR "U" POSTS, DRIVEN TO A AWAY FROM TRUNKAS POSSIBLE AND MINIMUM DEPTH OF 18 INCHES ON 6-FOOT MINIMUM STILL ALLOW CONSTRUCTION ACTIVITY. CENTERS, FENCE SHALL BE INSTALLED AT THE ALONG THE SEE PLANS FOR CONSTRUCTION LIMITS. TREE DRIP LINE. TREE PROTECTION NTS SF CONSTRUCTION OF A SILT FENCE SILT FENCE Ill► _T_ Post --- -� Wire --- Filter Fabric --- -- \ a Extend Fabric and 'Mre Into Trench CROSS-SECTION --•I i--- iflF WIRE IS USED. VIF WIRE IS MOT USED. 1 _ Plant Schedule - Emmanuel Episcopal Church --- Plant Detail CITY —I Boutanical Name _ - -- �— j Common Name - --_-- Caliperl Size/Height Spacing Condition - -- Remarks ^Canopy Coverage Canopy Total ------- ---- —� Trees —--�—.._ A —�_ Quercus alba --_ j White Oak—� —� 3" cal. —B&B St ong Leader 243-- - — Flowering Trees A — �— Conus florida "Cherokee Princess" "cherokee princess" Dogwood 6'-8' - �— _ —L—_.— r B&B r — 124 f 1488 - Shrubs B_ g — - _ — Azalea "Girard's Crimson" Buxus microphylla japonica "Green Beauty" ---- G ard's Crimson Azalea ( Green beauty Boxwood 15"-18""_ 1811-2411 -- 36" 3611 -- �3 gal. _ 7 gal. F II — 13 _ _ 10 --- 767 280 g g Cotoneaster salicifolius "Repandens" Euonyrnus alatus "Compactus" _ "Repandens" Cotoneaster T 1 Compact Burning Bush_ 2411 2'-2.5' 6' -- 48" _ 5 gal 3 gal. F Fit II — 22 10 1320 830 g Ilex crenata compacta Compacta Japanese Holly - 24" — 36,- _ 3 gal F II _ _ 16 352 g _ — Ilex glabra "Shamrock" I Shamrock Inkberry 2411 36 — 3 gal. FLIT T -- 23 — —� 1196 — g _ Prunus laurocerasus "Otto Luykens" "Otto Luykens" Laurel 30" —^\5411 — \B&B — FLIT 10 -- 380 Groundcover — — - --- ---------.--— AnnualslPerenniais/Grasses ------- — p - - Liriope muscari "Big Blue" ---- — "Big Blue" Liriope - - 921I ------ Tal.g -� i --- - — — — -- -- — — — — ----- -- Canopy — Coverage -- 1o015 --- Tree Conservation Notes: Supervison: All site improvements shall be under the guidance of a certified arborist to give the maximum chance of survival and health of the trees to remain. The certified arborist will provide a preconstruction report, will meet with the contractor prior to construction, advise during construction and provide a post construction report prior to close out. Marking: All trees to be preserved and protected shall be marked with paint or ribbon at a height clearly visible to equipment operators. No land disturbing activity shall begin until the tree marking ribbon has been installed by the contractor and inspected and approved bly the certified arborist. Equipment Operation and Storage: Heavy Equipment, vehicular traffic, and the storage of construction materials and soil shall not be permitted within the outside drip -line of trees to be preserved and protected. Erosion Control Measures and Stormwater Managemet Facilities: Temporary erosion control measures and/or permenant stormwater management facilities locations shall be coordinated such that they shall not adversely affect trees to be preserved and protected. Fires: Fires shall not be permitted within 100 feet of the outside drip -tine of trees to be preserved and protected. Toxic Materials: Toxic materials shall not be stored within 100 feet of the outside drip -line of trees to be preserved and protected. Trenching and Tunneling: When trenching for any kind of underground water, sewer, electrical, cable, telephone, or other utility service is necessary within the limits of tree protection or beyond the limits of clearing, the seperationfrom the trunks of trees shall maximized to the furthest extent possible. Tunneling shall be required when deemed, by the County engineer, that trenching will significantly damage feeder roots of trees to be preserved and protected. Damaged Tree Et Compacted Root Zones: Any damage to the crown, trunk, or root system of any tree to be preserved and p>rotected shall be repaired immediately, in accordance with the practices in the Erosion Et Sediment Control Handbook. Care for serious injuries shall be prescribed by a certified arboirist. Soils which have been compacted, over the root zones of trees to be preserved and protected, shall be aerated by punching holes with an iron bar every 18" over the root zone. The bar shall be driven 12" deep and moved back and forth in each hole until the soil is loosened. Removal of Tree Protective Measures: Tree protective measures shalt be the last of the temporary erosion control plan measures removed during the final clean-up. irte County Engineering ;W-111 Construction Votes-fo-,-Sf*te-Nwm 1. Prior to ny 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 accuratety 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 shalt confo%m to current specifications and standards of VDOT unless otherwise noted. 3. Erosion dnd 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. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 11 5. Paved, r• p-rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Dire( for=s designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Tr ffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete p�pe - Class III. 8. All exca ation for underground pipe instatlation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Project Title Emmanuel Episcopal Church Greenwood, Virginia 0 IEB 0. o �GFi sCAPg Al c No. Revision Dote 1 ------Address Comments 12-12 12-18-07— Df-mm by RAD Checked by MEL — Scale Dote 10-31-07 ssued for Preliminary Plan Drawing Title Details Drowing Number L I 1, 3 Sheet 4 of 8 Project Number 720-- ROUTE 250 U.S, ROUTE 250 — — — — — — — — — — — — — — — — GRAVEL ­120— IRA7 VEL — — — — — — N 5 0.0_8' VE BENCHMARK\ 6.8 TP TP 1\160?0�'3� 2 2,8 2' .U.U? 0 V2 4'1.j.Q 3.41 dow '-382.50 TP TP TPED E N68?o7' ....... — 8.4 \\9 5. 4 2' OGLT GLTO 6 I 036' W060 \ OPP 0 D.8� 10901P. li5 PLAT jBXWD 0 6" CED26 OB 24` WP40/q� f030" WP4,0 N 72 EMMANUEL EPISCOPAL CHURCA D,B. 2000 P. 456 )A�� ASH20/, / 036" W1360 (O 18 W030 obxkp 6' "I 0 % D H.W,P.B, XIV P. 81 jJR v 030" WP50 (O D.B. 113 R,-749 PLAT 2 ftft 0,315 AORES 4WAV OB 'BXWD 6' __1 6� XWD 6' DA R=3219,00' LAND PLANNING &DESIGN T_-88,001 A s S 0 C I A T E S C=175�94' CB=N61?37'14"E 310 East Main Street, Suite 200 LTA= 3?W!-�5' GUY WIRE Charlottesville, Virginia In www.lpda.net I �_ 0 434-296-2108 0 Fax 434-296-2109 _�l IPFP GUY IRE 4 NOW,*BX 0 61 1, - 1-,� . I-, -_ VVP40 *BXWD 6' ".9�20 N65?09'32"—E OBXWD NAW-000 W BXW 0 36" W060 LD_ H OBXWD� 15�', WO80 /GRAVEL=n dq \7 W I.11, INV OUT 4" W0116 P .. ..... ...... BRICK WAL PLANTER E .. \ . \. \ __ PLANT R WO GRAVEL, AREA-, 0122\ PAVED DRIVE (D SlIGN I STORY BRICK W/BASEMENT t FFZ 722.68 TRENCH BFFZ 714.24 60 DRAIN I wsxw�e 3 W056/ AC UNITE) t OWDRAIN CO/V Wo 1 7�6 42"RO80 CY) -720 `,02' TREE2 o4l'DW20 IP tO 4" D 010 4' PVC A N SIGN INV IN SATULITE D.1P 010 4DIP \01 5/771-, ph y W A 03 W060 S�PTIC TANK INV O1?T 03 �\WOBO PP .8 1111- __ , -.11", " I 026" S'�6`601- IGN HOL1291 C 6111 HOLIS Y36, IUIN 0 W090 011 APOLE26� 16" HICK50' I 8ORY aft, `12" P11 POP JPN., MA !4� 1- UASEME 0 RMV 0A WO 5 139,16 "ORY BRICK 0 0 6'k' E26"' 1115INEIql 361, W ce 6" HOL 6 TMP 70-12A FFC,49, 6 M NICHOLAS ORTHODOX CHU 732.84 16, W D, B. 3119 P, 4 8 7 03 06 0 36" WO ce 49#V" TREEL" D,13 1090 P. 115 PLAT 0 r, / D.B. 399 P. 322 PLAT 02" J AP6 2 S'rORY HOL16 0 1 1 \ I - H 320 Fii�. -QrMENT icl) 0 B - AL17 Zoned RA J I0 4" 20 CA) V055 ACO IGN ­MAG24' V076 B, M I 0 fA MA 6 1-0 0 71 QOXWD 07' 30'XWF) IPLANTL_R GUY WIRE/' PP EO MP 70-1R EMMANYEL EPISCOPAL CHURCH 0 WE/L 9 �,D.B, 10 0 P )16 PLAT/ W 2,18§ QBE� 03 GVY IXE LP 0 T RO ho L W075 f7 r/OJV _r1O White Oak Quercus alba IIlow -720— 36'" POP 45 --vl S6 Cornus florida "Cherokee Princess" - ? 0 4'�J-0 "Cherokee Princess" Dogwood fAzalea "Girard's Crimson" - "Girard's Crimson" Azalea 0 714 ........ . . I7 Buxus microphylla japonica "Green Beauty" - "Gr en Beauty" Boxwood e D,B. Cotoneaster salicifoiius "Repandens" - "Repandens" Cotoneaster TMP 0-13 &�`_13A­ EMMANUE'� EPISCOPAL CHURCH 2 4 �0,4 e �S,P. 283, 284 PLA-f D. %11132 P, 749 PLA 200 A" 'f, D. 12' PINE30 -A-SKS IB. Compact Burning Bush 11, 3 �7 Euonymus alatus "Compactus" IIlex crenata compacta - Compact Japanese Holly 'er, 0 Prunus lauroceraasus "Otto Luykens" - "Otto Luykens" Laurel 7.. 0151, PIKE­30 Ilex glabra "Shamrock" - "Shamrock" Inkberry EO Fothergilla gardend - Dwarf Fothergilla ROP40 024" Lirlope muscari "Big Blue" - "Big Blue" Lidope IIf 18" HICK30 15' 01 30' 60' Scale: 1 "=30'4' lot Project Title Emmanuel "Episcopal Church Greenwood, Virginia NTH CAPE Ala� No. Revisioni Date I --Ad-dress Comments 12-12 12-18-07 Drawn by RAD Ghecked by MEL Scale t" = 30' Date 10-31-07 Issued for Preliminary Plan �UMONAW-__ Drawing Title Landscape Plan Drawing Number L 1*4 Sheet 5 of 8 lProject Number T P 3 8 2.5 0' L 0 10 GLT(D OGLT 08X)ND 6' '2 PROVIDENCE FIXTURE EMMANUEL EPISCOPAL CHURCH-- tot T-2- 70 WATT METAL HALIDE eb-X-WD 6' 0361, WP60 D,13� 2000 P. 456 H. W. P. B. X I V P. 81 FULL CUT OFF 030" WP60 C\ DARK SKY COMPLIANT N •0,315 ACRES 4BXWD W 0 CP N, I, 71 18" WP4 OBxwb,,6 OXW�� ft5?0 3E N16 8, 5 9 two W am goo GRAVEL HANOVER POLE W( 80 0 B X W D-.--6 D -------------- 10'POLE 12'MOUNTING HEIGHT SIG,N0 4" W015 WO n IPAVED DRIVE . 1 0122' SIGN D60 3 W065 NN / / W07,5 TREE 2\ 'N� 04" 'DYV20 0 4" DIP 010 4" PVC SIGN 4­ t-aY I 6"i HOL15 IGN 02 W090 ­Vjy.J'tVIVV l U1 r74 J: u0, 04 0 ul U3 6 0, 8 0, 4 0, 04 PLANT 0 EE R 0,01 + 07 0,0 0.09 0 IT It 0,0 168" 4 U 3 0,02 0 01 V I `U,1u '09 V U, 0 \h 4 U U, '08 0 2 0, 1 1 __10I Ul I 1 0, 29 0, 7 0, U, 02 0, / + 1, + I ___27 0, 1 - 3 0,01 0, 07 05 0146 0,0,00 0,00 '\ 01 0147 T, + 0,0r_%�` 23 0 04 0,04 04 rl 0, 0, 11 11 5 0,20 6 0,0 0, 05 -0, A i 3 09 4 0, 0 + Vj­ -L�02- 0 8' .0 1� 0 '01 P 9, -­0 0, -9 "1 0.01 0,00 Vil() F U, ul 0,06 Oil?'r 1,r_ ­ - -1 - ul 9 L 0-09 04,_ 01-pv, 5 11.4 4 CO,t4 101 0,03 0, 0 18 06 0.12 + I ­ _ - -.1. - 0,00 0, 0, U,16 ' _ 01 0"01r?T --.0, 4 , 0103 0,05rrlart __.0,R;) R072 + _.0;U6 +_ __ -r�r -L.Z.- 0,00 01 ___0,04­­0, 0, 01 1� OX6-- "0 YIN 0, 0, 0 0, 6 0,06 0, U, 0 09 04 01 4- 00 -.0" 00, 0, op, 02, 0 07 0, 0, "-08 0,07 12 0,00 + - 0,02 0105 0,08 70, 0, 173 03 0, \0, 0,07 0, 0,06 0, ;1� 0 1 __1 - , , * al 001, 0,03 0, g 0 0 0`4.11 of JI 0', 01 00 uc 0 02 00 0,00 -0,00,_ -1 + 0, '02 02 '-0,02_ 1 0, 0 41-_ 0, of I_, - - 01 02 04 10,0 01 01 __0, ae 4- 00 /0100/ 1 0,06 03 ___ 0, 0, 0, 45 -0, 01 0,00 000 0,00" + -01 0,01 0, 05 0102 0-0a 010 0, 0, 01 01 ­0,01 0, 2 1 _1\00 0,\00 0, 0"."", 0, 6� 0, 0,01_ __0 6, 0� 0 01 _00" Mo I I— " -.-4. , - "' + _ I ___ pj 01 -4, __-0, 00 01 0,01 0,01 10, __0,06 0, 0,00 00 0,00-- - 0,01 0 6, 01 20' 40' 0,00 Of I �'l - ­ 0, - - 00 00 Scale: 1 "=20'-O" 0,00 0,00 Ur 0,+ , � ­ 1�1 ­1 00- 000 1) no 0, LIGHT FIXTURE AND POLE (9 "PROVIDENCE" PARKING LIGHTING 411 * -,CAST LIGHTING" PATH LIGHTS Cast Lighting 25 Watt Low Voltage Path Light 1/211 1 1-0111 Providenceo PROV oaqtaiWe, Spocifiratlona flIffMhC(I III Ihr tilitl(Tiltin of tho Ovic.r. Hir.1 bulnishlary high powv 'Llclor, rated for -301F Elrc,,rcn'c ba� WEIGI-17: 29 lbs EPA; 0.96 lasts for weltil FaWe Vops arewmili rutWA. SucklaU we 116.7irl ­­­ All sooketsafe purse rated porcAlskj. Ballasts qle fjjuj,,j_tq:r, 475 film ve.rrdnt tnn hintory for 277 %o In. dwoer.-nmit frol isfoaltutj I i:iV 1 �? to 277 vo:. hp,t o;-OJ r�toj ha WF nloff(lq, INDIRECT MODELS - LOWER LAMP MODULE The ower housing shall qorijiin trio lemp rnv4v'q.'f 110 N Pnf1!;.'Plo lirlip t;tlul 1:41 ikmgod 1:Y lw#4, 19 ffm illffill holm turl). Tiu iaji�,,tv �)e p'Ali )ed, jLr1i[JUjTj'&Ajj orl Jxtrrxncdy Ile, JQev fjConj !or .11.5 in 13cr4atq Ate fiin.;k ratkil por;,wi:ri. i INDIRECT MODELS - UPPER REFLECTORISALLAW u The dD!.'ll-Jt dUrrnutri Llr)pr hou3 fig sna,hallconiiii Me tlal- aTs-mbl-i or Iftu iridirwt The Wk =GInuorilcing fli Qco,)rnp!ifj1wd driqlp illp vp on prcVdrrA h-iy with a quick p1jig. 1`11,) Hit I iA, kit-W arPj W01 PLAN41 �at,�d for -,qO'F skftirg� Hull;�itd t; wonlJ1 11111 i'veIrcij ril lki f;jwtir/ (or 271 volln. The �ndlrect rofnctor Is rnQUnted to t1w 1jrWtxs1do otthe Upper hodalrlft, Tne reflector Val be, de ruw alurrinurn, 1166hed In a Ngli reTio,;talice whitta,,rho Ad rG.-,t retector tl,., JES tirtadlllvxil w1k;f(W]h k1W) ll&) i %, REFLECTOR MODELS - REFLEOTOR&AMP lido )Il (IlApar tlvvo firl Tr,6 Upper lIlrrrip housirp ahal be ale cast alurrloni, The offiriAl tlitlklrTor modWe is FS rd tv,)in the IiWor hnus�ng Wat*W. ThC- .alawl it INSTALLATION & MOUNTING lililill nil llcy'llud it) 1111a hr w u y Will 01 stir silt yna kt 1 ono 1hp Provicerin firA.s shrlj has cry F;ijppltxj as a coffl- 3t*lsse strel latervilrall (94.3,1,50 trio door to dv.v cvre3q rJoa, prvwIrAcl w;;,niuy. -nis litter ahaV n1y) mar a larrip. 11,1100!rim Ur arip iirl(I �m c uI al9 CA! Id'41v- hV r(r[Dtor rr-ccluto fiinill bo cUrio*,jj of lcctod, *PCQJ., ijild "Vilh li-mc 1116111cun woo Lint rcrirmi. a1 la"Ll ',kff 111 '1pix"Wof PrUdlie.'d lahwiltu'll panel. -I fl�ldy 13tWOuld h it Ill': 1910 nfliflinwn hijudi'g, T ia rolk:lJor 01111 FINISH W (qf'jL1VC,(I V00"out ttx;;, by Ill litj it cut of 010 four >pl" 1j Fixturo fAah corsfot�, of a %te stage orotriawnitant na4iren I 'mills. Till I r'.111micr Irilv 01"A bl: llil'Llfilfilt: (:kj fe, w,tN a Ill irlit'r athl'O. Oven illy tiff and tul) coatud 0 -frore (of ar-intrrg tno Iqlit dWriojilor. Ti,? tmzoritiil W.01 it flowdo, 1:oll! hujhtl. end vertical anip relle,,tvs shi,11 meet ANSHES standards 7lia rinjO 1 U1,41 lo-iot 11 io tVVYIA fjhf fi- lar fill "Utoff ratector systirns. (,aliotiwificit ridudca; pi"u,nq it ACoo how will w1riq suet fcr rorrculor REFLECTOR MODELS - BALLAST 7,r,F,, Irywer oallait how fig srial be file vivrialirp. Trio CERTIFICATION 13xL1-65%4 U4aA dQ,;W,4 ror 3wvl,:iliq i4 by U The, fixtijio bu Il.iledwiLli ETL for oolduw, wet locaflorl quwtor LIM i4Wnof the top crwor- 'Ihe to 143t slinil bo tin:,% (1150,3 iii id Ciguailmi inuwtixi on a pre."ilwd [flay w1li-I a qdds u1scorl ltxat fik"q 1p=156. Architectural Area Lighting I 424l)Adoma:3!vd i LalAvd-i,(,A W:(riVi 114.901 , 270KO i tax 714RR4&�_ ,6,41 Nit". 031�) 014%$ ARCHITECTURAL AREA LIGHTING - PROVIDENCE NTS 110VION - CAST LIGHTING - CHINA HAT NTS Project Title Em:.manuel Episcopal Church Greenwood, Virginia �?254 Q�4p_g kit No. Revision Dote I Address Comments 12-12 12-18-07 Drawn by =D Checked by MEL Scoie 1 20' Date 10-31-07 Issued for Preliminary Plan Drawing Title Site Improvements Drawing Number L 105 Sheet 6 of 8 Project Number a rP __--_t,\'! .•.... _..... ,,,,,`"`_-,w'�`._.,. "�= m..."� -�. +...air er��r�u as ri'` �i a® srwara�i r ar AV WP4QAj td�K702a pg .yd' Aar. �• '4 a' �. , "w„ WVdtl low Wra'� A' PWt7U 06aWrS.d` "` `ti° ®'E' 1YP4a A- PYO aer.�r.ne..r� ew � /())jj(( k �WY OW' _ / I(/^- WaaY ... \� \ �\ W:w�WWO t.� *�, P? •.,,� \ t�7rO TAK< I Ta4, / �,a0' :aa9 ^�. ^----^ / r How?,pa• ow0 'i ei is a '� \ \ V• �`• .l \ �"'" I ` ..,..1 ^.._ . "I -k/. a• "" unnW \� w' WAta ti a9 \ { ) W N W434 � \ \ \ �10" HeKaa' �.. W`+.• �� U ba �M^'^^^.,..'^.—.. `\ � m9�A0n40 \ �a'yr,W. \ •�, \ � \ \ \ `\ ` \ ( i^ ... � � ^+�y� ov 1DaW viol Rat 17 ?u^u�z a' 4in TMAW �a• m ''-� sr• saxW xw0 na a•1Wara .J `] °a } / / /� u• nouale trcxtrfo' ! i I \ WM44 QVY M. tr f nn •w--raa»,_.....,,.'^ ,.,...ter- 40 /100 Approximately 100 spaces shown EXISTING SITE COVERAGE AND PARKING LINE OF SIGHT SECTION C III =20' LINE OF SIGHT SECTION D III =20' L1'ne 01 S=9h It is possible approximately 50% to 75% of the above ground height of the proposed structure will be visible for a window of approximately 400 feet as drivers travel east to west along Route 250. Three factors decrease visibility: 1. A 20 degree cone of vision for drivers at 55 mph limit views to the extreme left. 2. Foreground screening by existing vegetation, including the existing Oak trees partially hide the structure. 3. The proposed structure is no closer than 420' at a 90 degree angle to the road. It's distance from the road diminishes its prominence. Given the steep bank and foreground screening by the existing church and vegetation (not shown), the new structure will not be visible when traveling east to west along Route 250. aa® mo `7 '004- e' u�rga Y a• y in °\' `."'" *iy "a `.,,,� \•,.,.,... sr' v MAJ ,,,_ \'� .—A PROPOSED SITE COVERAGE AND PARKING 60, Scale: 1 "=60'-0" 10, 0' 20' 40' Scale: 1 "=20'4' LAND PLANNING & DESIGN A S S O C I A T E S 310 East Main Street, Suite 200 Charlottesville, Virginia ® www.lpda.net 434.296.2108 n Fax 434.296.2109 Project Title Emmanuel Episcopal Church Greenwood, Virginia SO K RK E Ei�TH 1254 ice' CAPE ARcg��S No. Revision Date 1 Address Comments 12-12 12-18-07 Drawn by MEL Checked by MEL Scale 1" = 30' Date 10-31-07 Issued for Preliminary Plan Drawing Title ^ Site Coverage Site Sections Drawing Number L 1,0 6 Sheet 7 of 8 Project Number N To "WWOMM-Mm -Wol"M -0941PR�W —7� Iwo W.T '61,11 so AZiti kid / / -.'".•' f/('• •..e,} '\ •,` \ "_``„ -«.�. "}\ \ 'w,• ,� \ \ i' GY xml Art Gic) re 3pPTW TANK Kul NWOO 44 �Ivp UW" 5' " I a. It /18at �w- QUA"d kKA�24' Wo )-WO34 '"Ma 24 PON va 0 To "itln\ WC v 3W Wo as Oro Olo a oi).& I warn - 0 f "'..•... T�F J �/`J/% ,,,' ��. t a +,;aks +, 5 5 , �v.� `;.L ,.,, • o.N ;5'�, � s l / / / / f � / / I , } , � 1 / 1 / /� ou ,,;.,„-•-p.`�� 1 „� \ ; a• woro �� /, mh o LP N —t7 7 N" 00 "do, 00 i0o Phase 1 A Ill = 60' 1p a GUY WAX WWWWW�— am 4W rp 'T' PO s- 24"WP14OAj Wool Ahi Oom,o q. 44XWO t daivay'W, 10, M40 OW -NORNWAMW M4,9049 A. T OUT F 4"Y;014 R "J 4roQdW T&IM we PYO �`'-.......,/� 1(C <-,,,,., 1 ��_ ` \ Ali— --44oh 4-DO WOO TAW 'T, / % a3 wa r 01 Not, 4 MAP 7'\ V TRW 'o. do J i. X J/ 7755 Oj� ow oo� To 'JI Wolu", Z7Z A an rw-f W 40 z PHASE I C Ill = 60' ZZ W WIN k, MT 4) 94- �WP40 Owft, "Wimo AOM e •b3s. Wi'd. %Vb- Mo. wean -ve'li 4- -zz;: --- I—j )a v PVO "-"rmoo odd Wp X I \ �W WA"tU WTS�k\ Z-k \ 3W W a- Mt All, 24 ^-,.��� 1�TH8E j�S,K \ q- < WO 7 ��) � °' �a� �i� a x �A r LIOXWD .'Z Coi WON ot 439PTIO TAM/ -T N 4�////% \���\\\�� ~ = yr� -no - 7 ZZ ti Paz 7 X /,�� f j ! , ' �� % ' jam/dop /OV <I - PHASE I B N TO TP wffl—aw� do 24. v soft, j WW-9 OBXWO 41� L op , '31 ovi A. pvo WRI N --4moc '4e MR %V 14VP "VIO V deN r Raw 10, W 1 40 )W MOW ANUO0 W W4(j* Alh.\ -A X ( / 4 Wr WA v tp poll 7-/-7 A 7 -- Yl J- PHAS E 2 1 11 = 60' 30' %%%mma7mmm�7 of 60' 120' Scale: 1 "=60'-0" Project Title Emmanuel Episcopal Church Greenwood, Virginia LTH F"LUEBEIRTH No. 1254 Niz"WE kivC No. Revision Date I Address Comments 12-12 12-18-07 Drawn by MEL Checked by MEL Scale 30' Date 10-31-07 OOMW1MWMNW--------- Is -sued for Preliminary Plan now — Drawing Titie Site Phasing Diagram Drawing Number L 1 *7 Sheet 8 of 8 Project Number