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Home My WebLink AboutSDP200400030 Plan - Revision 2004-05-05i 5 V) I 0 m .1i!04 10:2c ,-'`:__ .1.3.1 9fi". U1`: =A1jr11-le. F1.cTl-nlnti� t 1c_iAi.-baCal Trees to b5 , Sift L'(4: Lim ils imF clearitl.; l:c`l.:tside dripl:rle cf?ices to 5t a QC2.in'n and typ: in Pri•%e,_tiVe iren iegi CFad c;l!?az�ef requiring tit: wells Or walls; Proposed .C�'1^ li ,e o ^4 1'- k1 1r .-711:5 •-_ r.:fea1-1r,0; 2. 1•P/lllbl%I1ti Ail treeto b r, 5 ayed -;hail be imwr ed v 4 x 1• r 'r itll fli _ �, [,l r {ii?..iil i �F�l;;,i.` �;,":1E': lv �,GUas"a7?P1:1: jDpE;.�trsi5. NO 7,nad"rlg nhi:1l begin. wli:i : Ie r.i,-e1 si" i.-1 c+.$ +' "f'.ti lii`-•fi L'y °� - t +'""l l',+, Treu 7rC C!`Jk;kat7iE wE?CI (1��'?iC;rrJil PiiC9aiUfa5 :,hati I?�. f�'/:r�.i'1 �'.41;� i.i, Grp :r" + E 1�c ter �t1. 0 4- �L1 ili�r;=+rt � toy i4,>ri anr3 :era e 1` tCayy ;.,gviprnit.t'l."., v4tbicular t'raffx wad sioragp GI vU 1Sc�u i,i':i 1 mm.Ke I" in,-Iudi,;f- Sot"! shall flat the bC'rMifl=F d within fii-- ci-HPI,':TCS oft-ecl_ Lrw •tip 5G'YeU. 17 ). - f% ~Izi qln fy?i 1ILid%{].s�S_ty ter �J.a(sl fits, rJ,MV +r: Stich de_tvh;t;$ S.hmfl not ad*," f :,: 3E,Tv�e. J G. �'ixr�•: �IC�b aru a ut yt'rmllCru 6iif!'ill'I i01) I?';_ Q"t•tit, Ir ;"11-ipeIina r i ppee- C t Toxic matrrla!_- -h-, Ir } , ? n�- .st rt-d ' 1 0 «i�lY r! 1 OC 'r`a�r OF-.heIto ra saved, i-! �.='TY'{�t_r'C•l :: t?erCtln`F� T'rr,',tf'$ ro be reT int-d i:':tf-:n 40 (C'„ (Y J ,^ 'f4liElo J _3(w 1. tb Li1tr it pa i` i, ?C-"bAi) lsail t%L Ct!'GY�Ctr iC' L'� ferlclll> . F em',imr Shall 1)4 41 pla.e s.l d 714 IT by ir!Zt;Ctrd 3n r ri17 , i6,sli .CCJiJti?i'lf� 2CJIIl �E t�liislx',aerir�ll, J 9. Tcee3!ell� 4�Illen t e _-!'0LffIt;V1: tt'CSt he rai j ;rlLl!?ii ItiE i..i.liikb Ql :�?a ite C $�Y'$f , _ ri'yr `,Jrlt _ih:111 1,N pL+3VIC�CtI Mid a 4.0115LOLI,'la:a r:';08;1 sub-mi--,d for 3i'_ �iruval. r1 10. 1_ dal sli. hl�ii the g^ ti•Gl 1witiiin :llv d:.,i't,(IE' C _ ,i .? '.•J rl6 .t/11 f 517�31! !)P. prQvlllFdi Fmd a constr'uca!yrt Z=_iall u 11. iceri�xi,y_jjII;= nttttlta'in l`dr' len trenching 1s tequir v'•�ICl51ii ;;:- •'_"-+�'-:�-�::��_ -t'}% S c"3S �vJra'a{%lE._.. iU11,'t�i1'1� -undBr a lamre tree sba!, b,-;t C.7r13iderF,� - �1. 21tC77�iYi �X!?�t3 fi' is ant.Clp,% QQ El l .tt will det-ILmy F??.-I tr rooter. Prateoivr. fr_nciTts; -hAll be fluff 1st, iwrns 1"P,'t71!»�?V t3��iF13 rJ5' r1a1 CI tS E1t7, Daltt lg} �} ;Ms sh:lli br; ti-eatad t♦.�.14� r ar , 1., , r . {,11. LI" LL.•' l� r �i �J it�A -f1' ( , 3' �'S !li[.u...3 t`S :.fi �t1U�i' 1i1..�.+;�C ?; i +fie Sr4r,1-d115i:. by NO Y L: Fi 15 "'10.E DE:�V_1,10?*a Rls itC15 OPNS1 g*r " 7 O .. V 1- l ; ,� ,T. : a_ : i�'1' 'i �i COIN _ l✓' �. : ! ��•1 q' .. .7 '-r' r'r• '-�+ - ' ,:: i - [�., i_ �t ,'l'1%,, _. i � _ r'.7;', , s+-rF_ f'.(iiTri?Ai'pP1EK'f ilc>�F:i? �f;.rla i'S1,0 ``- ir�it='-• i a_ SHEET WHERE SECTION IS LOCATED Q o DRAWING NUMBER SECTION DRAWING NUMBER 06/A6.01- SHEET WHERE DETAIL IS LOCATED C f DRAWING NUMBER 05/A1.02 SHEET WHERE ELEVATION IS LOCATED lqqppp- ELEVATION MATCH LINE SEE 02/A2.03 0( CONDITIONS FOR APPROVAL OF SP-2001-047 Albemarle Baptist Church's special permit was approved on Apri 23, 2002 subject to the following conditions: 1. All requirements of the Architectural Review Board shall be met, including the site plan indicating the existing tree line and specific trees of six (6) inches or greater and retaining significant trees. 2. The church's improvements and the scale and location of the improvements shall be developed in substantial compliance with the master plan entitled Albemarle Baptist Church, prepared by Dex. A. Sanders, and dated 11-28-01. 3. The area of assembly shall be limited to a maximum four -hundred- thirty - five (435)-seat sanctuary. 4. Health Department approval of well and septic systems prior to final site plan approval. 5. Commercial setback standards, as set forth in Chapter 18, Section 21.7.2 of the Albemarle County Zoning Ordinance, shall be maintained adjacent to residential uses or residentially zoned properties 6. Any number of parking spaces in excess of the required minimum shall not be paved. 7. There shall be no day care center or private school on -site without approval of a seperate special use permit. 8. Construction of Phase 1 [six -thousand (6,800) sq. ft. sanctuary] shall commence within forty-eight (48) months or this special use permit shall expire. 9. All requirements of VDOT shall be met prior to final site plan approval, including approval of one entrance from Roselyn Ridge Road, with a 100' right -turn lane and 100' taper lane. COLUMN BUBBLES AND GRID LINES MATCH LINE i X - ELEVATION INDICATOR REVISION 100 NUMBER IDENTIFIES DOOR O WINDOW TYPE OKEYED NOTES WALL TYPE INDICATOR RM# ROOM NUMBER ALBEMARLE BAPTIST CHURCH Albemarle County Engineering General Construction Notes for Site Plans 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 paving, drainage related 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. The maximum allowable slope is 2: 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Directo p....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 Traffic Control Devices. 7.-.Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 8. -All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). IZ <Q G Z_ _U 11149kyffMATOJIN161 SITE DATA TAX MAP - 61 PARCEL 1 E MAGISTERIAL DISTRICT - JACK JOUETT ZONNING - RA BUILDING SET BACKS - 75' FRONT TO STATE ROUTE 743, 25' TO STATE ROUTE 1390 AND SIDE AND REAR. SPECIAL PERMIT 2001-047 REQUIRES COMMERCIAL SETBACK ADJACENT TO AREAS ZONNED RESIDENTIAL - NA. SOURCE OF SURVEY AND TOPOGRAPHY - ROGER W. RAY & ASSOC., INC. DATED AUGUST 9, 2002 DATUM - NAVD 1988 MAXIMUM NUMBER EMPLOYEES - 4 PROPOSED BUILDING CONSTRUCTION TYPE -5B MAXIMUM AVERAGE ROOF HEIGHT - 20 FEET PROJECT AREAS (SF) TOTAL SITE AREA - 272.,686 (6.26 ACRES) EXISTING MIXED WOODED & BRUSH PHASE 1 -PROPOSED SVTE AREAS (SF) TOTAL PARKING & ROADS - 31,716 PAVED PARKING & ROADS - 30,258 NON -PAVED PARKING - 1,458 BUILDINGS & STRUCTURES - 3,696 WALKS - 1,026 j OPEN SPACE (TREES & LAWN) - 236,248 (5.42 ACRES) 86% OF TOTAL SITE IMPERVIOUS COVER - 34,212 PHASE 2 -PROPOSED SITE AREAS (SF) TOTAL PARKING & ROADS - 66,551 BUILDINGS & STRUCTURES - 21,796 WALKS - 1,220 OPEN SPACE (TREES & LAWN) - 184,911 (4,24 ACRES) 68% OF TOTAL SITE IMPERVIOUS COVER -87,775 TIMING OF PHASE 2 IS NOT DETERMINED X in LU , V >Z i ( t,IRTIL 1,?NC3N1, 3R MUNCASTER ENGINEERING 1740 LAMBS ROAD CHARILOTTESVILLE, VIRGINIA 2A1 434-9778-7879 SHE6 DRAWING TITLE :�0.01 COVER SHEET �1.01 I SITE PLAN - PHASE? SITE DATA (CONT.) BUILDING DATA (PHASE]) BUILDING AREAS LOWER LEVEL - 3,696 SF UPPER LEVEL- 3,696 SF TOTAL - 7,392 SF SANCTUARY MAXIMUM OCCUPANCY- 186 BUILDING DATA (PHASE2&3) BUILDING AREAS PHASE 1 GROSS - 7,392 SF PHASE 2 GROSS - 9,300 SF PHASE 3 GROSS - 8,800 SF TOTAL 25,492 SF MAXIMUM SANCTUARY OCCUPANCY - 435 SEATS PARKING MINIMUM PARKING REQUIRED BY COUNTY (186 / 3) = 62 MAXIMUM AMOUNT PERMITTED = 74 PARKING PROVIDED = 71 PAVED PARKING AREA DELINEATED ON PLAN SHALL BE PAVED WITH 2" SM-9.5 A OVER 6" 21-A. SITE IS LOCATED WITHIN THE RIVANNA RESERVOIR WATERSHED. SITE IS NOT LOCATED WITHIN A 100 YEAR FLOOD PLAIN LIMIT. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED 0,5 FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EXTEIOR TRASH STORAGE SIGNATURE PANEL PLANNING ZONING ENGINEERING BUILDING FIRE OFFICIAL VDOT SERVICE AUTHORITY HEALTH DEPARTMENT A11('1Ill'17?,(3T DEX A. SANDERS ARCHITECT, PC 16102 RACCOON FORD ROAD CULPEPER, VIRGINIA 22701 540-829-2590 t)WN13AR ALBEMARLE BAPTIST CHURCH PO BOX 7057 CHARLOTTESVILLE, VRIGINIA 22906 434-964-9225 F i i �IJl�7) EARTH POROUS FILL CONCRETE � CMU - CONCRETE MASONRY UNIT F/77 I BRICK STONE METAL n � FINISHED WOOD PLYWOOD GLASS ® ACOUSTICAL TILE �:; ; • tt GPDW -GYPSUM WALL BOARD BATT INSULATION RIGID INSULATION C Dex A. Sanders Architect 16102 RACCOON FORD RD CULPEPER, VIRGINIA 1540-829-2590 f540-829-2591 U LU Z 0 C 7 Z RR ,, _x� V W � 6 CO Z c) =) I ::D U O w W W c� m J Q REVISIONS: 11-13-03 COUNTY COMMENTS 1 1-13-03 COUNTY COMMENTS 4-28-04 COUNTY COMMENTS 05-04-04. DRAWN: - CHECKED: _ SCALE: _ DATE: 10-10-03 1 PP 111,!84-1 1 07 if}?jj,� +i C !,+Ji C 1 1_ 17e_ h nylLt_ iEn -L51-s aft a6,r: Tree to bu i.irnifs c�l'cie;lrill,, i.outside di -lip line of to Bu rid); 1,QGa?iom and typ ;,� TrtLa�tiv? `emir `srad, i;ha ngct requiril,1walls; Proposed It I" Dr wnIl2+Iipg 'LiQ.y..'}n 1 ::t'r L;iYtts =4 t IC r1PG 4' 0 2 Ail troes to be sayer uhall be nnw�k- td wilih flrin`: Or ri > r i �''f r:' ,. ' 1r.��:1 I .f•; i�lZk LrP�2il;d 1' i5:'C�lc`. "(,r +.CIC1i�s7??Y;t: i1�C. �Qf?i:5. io i`..['T3 Ao l Lclegin wlt!` a e- -?. i A. , J , , , t ci2 i�i Wit_ .il i l +. ��f�i1 tfeT'F C r,F, _, t-. r- �.` -a-L2'3 uiJi.,. L',>�.�tliLnf •.rL]rt :l:tw. Tree Pre-drve...6m apd j1*C'wcirJrt Y,?G�+;>aia5 sis;�ll fcY er�e�'.t,'Itc s;i GCIac(ra On Site. LI- ['_'eL l3t�JrlYtMrt+ f iE411.LSC143°.�iY ih�! TlerlVy 'ai?tUrrL rl J `171Ct!13Y t5e31iG �ii:s� Si4i?, Uf ^i]l" : , ! :: lye oil L- tie:u•_L1e..1 iracr_-r�z._ t; di s.•., Hall iirat t.. , UC'."f]isieCl bYji[llla f{?11P11; Y�� 5`E'e � ,_ W Saved. i7 5. xn�l_):a;t vj,_'n!; aratt �'�t?.sss�=at�P � �s�r:=�:;Y •rJ''Mm)."'�. M1h7103 Stich 3!�d'�i w`•+: �C�i��" 2FaG� to 1"'e. - a lcta. *I (. i*arryQ; Fiti-n avt; ruL permltvrd withir! ;0;) -,' .;` Ur the ar;�te[irt Tw,dc matcria!1- ;1t =1( Ljh? n: SYera.i «ith rt 1 OC 1 C i'ird 1t1� O TP, za iC' rJ 33'vv�. ftQG'tv'` e ] Tr'.Ie� to be .reLu.ired ti: itl::n 40 fif,,t of a pr;:,_ , l.+ ,, _ �_•sbd e•1iillo rir t��t ?_ a- - G- :e.t. 1Ly t!i 1; r,r_ ec:ee �•, fe f F'ei1�FS1? o11a1� i74 it 1u�e l i15�[[ b� iYigI;eitCd ail ap "r.. vad r�5 r''•5 ,fhr pro i Ztt � i}d117� Oi JitSt"1"ctCCIp3], J 9• re@ �e1P $; OLli1 I r: rie a1y 1 ti;; hti 1`_�liiLT S 4VheT1 r tr, _ t by r�� ;ril i' ; + 1%i .�Pe to ce s�y�T =ire v;r11 TLa11 1,e provider and a C01i5C:uctiGil 6tlall submnil,-,d for ap.LTrcvnl. rU 10. marVslalEsJ• Z,111111 die gounvd i=ve[ r!1t:6be I+ower-,d witliin °-h4 J:i 'i _ t`er .: �p r. ,. _'Ur,,, t t Q� Ci' . J a.. 1; • r- �: -a c aI i s,.lail Sa P!•avllle{i- %:LiQ [S LJ�:in;Lt�?1�7� L�Lail Ti,.'.)Ir:litv�d Iv`i �y�i!Li`a[. 171 [ 1. _eCllS{ �112G A tlCiilZ;[FL1�y lTl Iti? tI4RC17!T1;{ 1S rrt 11C.-:V NICi3IIF li ^r i 3 r n,. i�• �� i i fis . t; e, ri€l�, Ir S�iulr ;;c n. ,c 1 rol P. - tru -` "-"-- - --------tl�NeS as -r it fE„ uLl„el !n t 1 •, -hider a -ar> a tree Shall v4 t5nsiderpd � z 2iieTr[�YTS,�` � n¢t# it is andcir,�tk+j U1cll:lyr�S^�?I� iir!1, will d+t:olrvy (i ?: s CCit'C!!Vr' l�iicLT!L :;ltRll 1i L�(P 12yr itt-rr15 !`P,i ico/?d, dLilL7.yr Drangpd tt-er-s shalt bf, if-eatad imrri ti+ a:;,t , -'d i+,%LeL�:: ti;• r=s.:orn 71vn4o�i i�v �� f 4t�I�11J1♦ r•r NOTE::10 �L "+ 'fG ...? `:.Fjd�,� r , i tt=3,�G �L,. [) : ._��(�?)tF+�� _ 1 ,.�.. +:�I �•-5.._� ..v__� r�17' : �;�. SIC I`lla •z tr lit ---- ; �:r�i'� �.._....� -- ___�.-,. C..f-li1-!'17AcPPIIPr,i-: sF;F? if:hf_ i'T 10tf9 _o SHEET WHERE SECTION IS LOCATED Q o DRAWING NUMBER SECTION DRAWING NUMBER 06/A6.01 - SHEET WHERE DETAIL IS LOCATED DETAIL C DRAWING NUMBER 05 Al .02 SHEET WHERE ELEVATION IS LOCATED -qw' ELEVATION MATCH LINE SEE 02/A2.03 CONDITIONS FOR APPROVAL OF SP-2001-047 Albemarle Baptist Church's special permit was approved on April 23, 2002 subject to the following conditions: 1. All requirements of the Architectural Review Board shall be met, including the site plan indicating the existing tree line and specific trees of six (6) inches or greater and retaining significant trees. 2. The church's improvements and the scale and location of the improvements shall be developed in substantial compliance with the master plan entitled Albemarle Baptist Church, prepared by Dex. A. Sanders, and dated 11-28-01. 3. The area of assembly shall be limited to a maximum four -hundred- thirty - five (435)-seat sanctuary. 4. Health Department approval of well and septic systems prior to final site plan approval. 5. Commercial setback standards, as set forth in Chapter 18, Section 21.7.2 of the Albemarle County Zoning Ordinance, shall be maintained adjacent to residential uses or residentially zoned properties 6. Any number of parking spaces in excess of the required minimum shall not be paved. 7. There shall be no day care center or private school on -site without approval of a seperate special use permit. 8. Construction of Phase 1 [six -thousand (6,800) sq. ft. sanctuary] shall commence within forty-eight (48) months or this special use permit shall expire. 9. All requirements of VDOT shall be met prior to final site plan approval, including approval of one entrance from Roselyn Ridge Road, with a 100' right -turn lane and 100' taper lane. COLUMN BUBBLES AND GRID LINES MATCH LINE X - ELEVATION INDICATOR X REVISION 100 NUMBER IDENTIFIES DOOR O WINDOW TYPE O KEYED NOTES WALL TYPE INDICATOR RM## ROOM NUMBER Albemarle County Engineering General Construction Notes for Site Plans 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 paving, drainage related 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. The maximum allowable slope is 2: 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Directo p....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 Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 8. -All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926)+ Q Z U SITE DATA TAX MAP - 61 PARCEL 1 E MAGISTERIAL DISTRICT - JACK JOUETT ZONNING - RA BUILDING SET BACKS - 75' FRONT TO STATE ROUTE 743, 25' TO STATE ROUTE 1390 AND SIDE AND REAR. SPECIAL PERMIT 2001-047 REQUIRES COMMERCIAL SETBACK ADJACENT TO AREAS ZONNED RESIDENTIAL - NA. SOURCE OF SURVEY AND TOPOGRAPHY - ROGER W. RAY & ASSOC., INC. DATED AUGUST 9, 2002 DATUM - NAVD 1988 MAXIMUM NUMBER EMPLOYEES - 4 PROPOSED BUILDING CONSTRUCTION TYPE - 5B MAXIMUM AVERAGE ROOF HEIGHT - 20 FEET PROJECT AREAS (SF) TOTAL SITE AREA - 272,686 (6.26 ACRES) EXISTING MIXED WOODED & BRUSH PHASE I -PROPOSED SITE AREAS (SF) TOTAL PARKING & ROADS - 31,716 PAVED PARKING & ROADS - 30,258 NON -PAVED PARKING - 1,458 BUILDINGS & STRUCTURES - 3,696 WALKS - 1,026 OPEN SPACE (TREES & LAWN) - 236,248 (5.42 ACRES) 86% OF TOTAL SITE IMPERVIOUS COVER - 34,212 PHASE 2 -PROPOSED SITE AREAS (SF) TOTAL PARKING & ROADS - 66,551 BUILDINGS & STRUCTURES - 21,796 WALKS - 1,220 OPEN SPACE (TREES & LAWN) - 184,911 (4.24 ACRES) 68% OF TOTAL SITE IMPERVIOUS COVER -87,775 TIMING OF PHASE 2 IS NOT DETERMINED X LLJ � lJ Z Q 0 CIVIL ENCUNEV41I MUNCASTER ENGINEERING 1740 LAMBS ROAD CHARLOTTESVILLE, VIRGINIA 22901 434-978-7879 SHEET DRAWING TITLE Co.01 COVER SHEET C I.01 SITE PLAN - PHASE 1 SITE DATA (CUNT,) BUILDING DATA (PHASE1) BUILDING AREAS LOWER LEVEL - 3,696 SF UPPER LEVEL - 3,696 SF TOTAL - 7,392 SF SANCTUARY MAXIMUM OCCUPANCY -186 BUILDING DATA (PHASE2&3) BUILDING AREAS PHASE 1 GROSS - 7,392 SF PHASE 2 GROSS - 9,300 SF PHASE 3 GROSS - 8,800 SF TOTAL 25,492 SF MAXIMUM SANCTUARY OCCUPANCY -435 SEATS PARKING MINIMUM PARKING REQUIRED BY COUNTY (186 / 3) = 62 MAXIMUM AMOUNT PERMITTED = 74 PARKING PROVIDED = 71 PAVED PARKING AREA DELINEATED ON PLAN SHALL BE PAVED WITH 2" SM-9.5 A OVER 6" 21-A. SITE IS LOCATED WITHIN THE RIVANNA RESERVOIR WATERSHED. SITE IS NOT LOCATED WITHIN A 100 YEAR FLOOD PLAIN LIMIT. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED 0,5 FOOT CANDLE. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EXTEIOR TRASH STORAGE SIGNATURE PANEL PLANNING ZONING ENGINEERING BUILDING FIRE OFFICIAL VDOT SERVICE AUTHORITY HEALTH DEPARTMENT DEX A. SANDERS ARCHITECT, PC 16102 RACCOON FORD ROAD CULPEPER, VIRGINIA 22701 540-829-2590 ()11'NER ALBEMARLE BAPTIST CHURCH PO BOX 7057 CHARLOTTESVILLE, VRIGINIA 22906 434-964-9225 ►i CMU - CONCRETE MASONRY UNIT BRICK STONE METAL FINISHED WOOD PLYWOOD GLASS © ACOUSTICAL TILE GPDW - GYPSUM WALL BOARD BATT INSULATION ® RIGID INSULATION Dex A. Sanders Architect 16102 RACCOON FORD RD CULPEPER, VIRGINIA t540-829-2590 f540-829-2591 � 'Z_nn'/ A� V 1M\J N a ( i- Z W =) F-- 0ZD O W W W N m J Q REVISIONS: 11-13-03 COUNTY COMMENTS 1 1-13-03 COUNTY COMMENTS 4-28-04 _ COUNTY COMMENTS 05-04-04 DRAWN: - CHECKED: _ SCALE: _ DATE: 10-10-03 C[WS VT UNITY oel . 2" SM-9.5A PAVING 4 A= 33 °57 ' 04 " R=682.53 L=404.44- PERM. DRAINAGE ESMT. (D.B. 938-57 EX, 18" PINE FENCING & PLANTING EASEMENT (D.B. 1015-506 D.B. 985-644 PLAT CD Q O co Cc M "�7NCd-D Ui �M-, mouUn= � � 0) i cc) co HOB pX�lI7 rn� Z CL x m� co co —1 Uj =o0- Cf) Q � - CONCRETE — DITCH EX. BOARD FENCE z TO BE REMOVED Q N41 °13' 34" 87.87 Q. 0 EASEMENT AS DEFINED IN (O.B. 1092-441 NuMIA �IQ + SIG N80 °32' 18" 40.63 / / VOOT I \IRON 9 0 11 lnuIN N-�'3 °S � 8' � � E 200.02 1 OP=500.4y `�� CL INVERT=563.1 21.. (D.B.1508-161) CONC. PIPE T.M. 45 - 18A2 PROPOSED ROUTE 29 BYPASS V.D.O.T. D.B. 1961-695 HWY. P.B. XIV 53 THRU 63 STATE ROUTE 743 (D.B. 1506-159 & (HYDRAULIC ROAD) HWY P.B. XII-237) 2" SM-9.5A PAVING 6" INCHES CRUSHED STONE VDOT 21-A SUBBASE UNDISTURBED CUT OR COMPACTED FILL PARKING LOT PAVING SECTION NOT TO SCALE APPROXIMATE LOCATION OF GASLINE EASEMENT D.B. 1751-675, D.B. 423-368, 8 D.B. 290-554 8" INCHES CRUSHED STONE VDOT 21-A SUBBASE UNDISTURBED CUT OR COMPACTED FILL THIS SECTION TO INCLUDE TURN LANE, TAPER & EXTEND TO BACK OF 25' RADII. EN TRANCE PA V I NG SECTION NOT TO SCALE DECIDUOUS WOODS / Z SMT. )-,5`33 0 ,O �O UTILITY ESMT :7----(D. B. 1508-161) T.M. 61 - 11A CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS D.B. 467-570, 573 PLAT ZONING: RA USE: CHURCH BENCHMARK : 2 NAILS SET IN BASE OF POV,!ER POLE ELEVATION=575.B2 BENCHMARK DATUM TAKEN FROM SITE PLAN OF W❑❑DGATE APARTMENTS BY MUCASTER ENGINEERING DATED 8-14-96, Dex A. Sanders Architect 16102 RACCOON FORD RD CULPEPER, VIRGINIA t 540-829-2590 f540-829-2591 3 � O > 0 rn >= z w ZD Lu O O w ry J i¢— w � m 0 70 q p0�7 . 70 —� POLE ,. _� 2- 08/ ..:. — V �21 " REVISIONS: SIGN CONIC. 65 65 ARB &ADDED BMP - 2-19-04 PIPE "' COUNTY COMMENTS - 4-28-04 = 1 '28 ' 44' STORM COUNTY COMMENTS - 05-04-04 R=4274.08 L=110.32 27" CL TNVN569�4 DROP CONC. ERT 563.7 uj INLET PIPE .. ..... . . ..... ......:..... DRAWN: - TOP=567.35 co 00 N CHECKED: - CL INVERT=562. 0 Ow o. Q. SCALE: 1" = 30'-0" U.N.O. 0.11 1[ : DATE: 10-10-03 0'— PROJECT #: 0105 ......,................................. 0+00 0+25 0+50 SITE PLAN ENTRANCE TRAVELWAY PROFILE PHASE 1 SCALE: HORIZ. 1"=30' V ERT. 1 "=5' c 1 .01 0 i / VOOT IRON 8 N � q 3 o, / 6S ao N73 0 33 °57 ' 04 " =682. 53 =404.44- 8" PINE. I O fn O �N VDOT IRON SIG LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts AREA LIGHT WITH HIGH ONE 250-WATT CLEAR OL1 1 LITHONIA LIGHTING PERFORMANCE SR3 ED-28 METAL HALIDE, It19485.ies 20000 1.00 310 KAD 250M SR3 OPTICS, CLEAR FLAT HORIZONTAL POS. GLASS. LITHONIA LIGHTING AREA LIGHT WITH HIGH ONE 250-WATT CLEAR OL2 3 TWIN @ 180 KAP PERFORMANCE SR3 ED-28 METAL HALIDE, It19485.ies 20000 1.00 620 250M SR3 OPTICS, CLEAR FLAT HORIZONTAL POS. GLASS. AREA LIGHT WITH HIGH ONE 250-WATT CLEAR �( OL3 1 LITHONIA LIGHTING PERFORMANCE SR3 ED-28 METAL HALIDE, Itl9485.ies 20000 1.00 310 A32 250M SR3 OPTICS, CLEAR FLAT HORIZONTAL POS. GLASS. T.M. 45 - 18A2 PROPOSED ROUTE 29 BYPASS V.D.0.T. D.B. 1961-695 HWY. P.B. XIV 53 THRU 63 1� LIGHTING PLAN SCALE: 1 "=30' APPROXIMATE LOCATION OF GASLINE EASEMENT D.B. 1751-675, D.B. 423-368, D.B. 290-554 N58 ` DECIDUOUS 40' Q) UTILITY ESMT D.B.1508-161 '21 " CONC. PTPF STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #2 + 0.5 fc 11.0 fc 0.0 fc N / A N / A PROPERTY LINE +. 0.0 fc 0.0 fc 0.0 fc N / A N / A ALL FOOTCANDLE LEVELS ARE INITIAL NOTE: BUILDING WALL LIGHTS WILL PROVIDE NO UP -LIGHTING. LUMINAIRE LOCATIONS No. Label X Location Y Z MH* Tilt 1 OL2 1467.3 966.7 20.0 20.0 0.0 2 OL2 1588.3 1044.8 20.0 20.0 0.0 3 OL1 1547.0 941.5 20.0 20.0 0.0 4 OL1 1674.0 1097.5 20.0 20.0 0.0 5 OL2 1531.5 1009.5 20.0 20.0 0.0 `NOTE: POLE HEIGHT FOR PARKING LOT FIXTURES = 20' Dex A. Sanders Architect 16102 RACCOON FORD RD CULPEPER, VIRGINIA t540-829-2590 f540-829-2591 U 1:.. U Q 06 ry U CL r- ] z '-`J O ::D O U LU �? I J.J ' , 1 1 f2e J qeLLJ 1! �tl a N LU CO J LU REVISIONS: ARB COMMENTS - 2-19-04 ARB COMMENTS - 05-04-04 DRAWN: - CHECKED: - SCALE: 1" = 30'-0" DATE: 12-13-03 PROJECT #: 0105 SITE LIGHTING PLAN PHASE 1 VDOT IRON o / 4 0� , \ VDOT AR IRON 12 F T.M. 45 - 18A2 \ PROPOSED ROUTE 29 BYPASS V.D.O.T. W \\ 58 D.B. 1961-695 \ 41 "E HWY . P.B. XIV 53 THRU 63 33'57'04" `' �11�114 ZONING: RA =682.53VOOT =404.4 S90 \ TEMP RY IRONUSE: VACANT \ CONSTRUU�-T \ EASEMENT �� UTILITY D.B. 1961-69 -- ESMT, t_ X. TREELINE \ W-0-0 IDS . BE N65 -40 04 E2-339 DECIDU_0_US �MMERC 6 FU; ES IAL DE _ Nr __BUFFER---^ APPROXIMATE LOCATION OF GASLINE EASEMENT D.B. 1751-675, D.B. 423-368,� D.B. 290-554 VDOT IRON S90 PROP. LIMITS OF CLEARING TOTAL 185 SP ES 8" PINE _ E D5f AIl<tAG POLE s8 _ H Q 14 FUTURE QP -_ GT 15 FUTURE SPACES 5so PROP, DRAINFIELD--� w G S_ ACK 5 FUT, SPACES \ \14 FUTUR C 1 --- 590 Q GT D CIDUOQ_UP WO - 61-1 I AR ��,_ ? �' Q AR \ QP DE IDUOUS -I I 1 6.26 ACCRES 2 Q URE PACES "_ 1-011 _ 9 PC 5 PACES POLE —� \ 5 = YP 15 SP CE 2 �GHT `✓ GT --i `� L I H T w 1 � E� POLE 1T5S C 5 NES Q a / LIGHT POLE PC / GT \ PC o PHASE 1 = 1 SPA LIGHT 3 ■r mxm a; 1 ti ■ r BP VDOT AR 3 IRON 14 P P. WH EL L❑ KS C1P VEPCO SMT . HC HC HC H Z S AC S 0 �s B. 5 0- 3 82.67 82, 83,23 2 L _ _ - _ - _I 2 PROP. LIMI S OF 83,0 82, 82,33 +8 ,0 PR WN CLEARING & GRADING GT �. I VAC UNIT ?_ FF 83.00 B F 71.33 70 7 �1 � / t3T mum PROP, L DVE p 42 7 42 CEDAR -'.. / 0 — DECIDUOkJS WOODS FUTURE PATIO EMDVE / RE�il� E E ,�C DAR 975 1 6" OAK � OAK IC 10 2" ❑AK / / OV REMOVE 21 2EM DA 15" / 75' BLDG, SETBA OSLYN RIDGE LIMITED PAR NI-p- — — — — — — D-B.— 5-51 / / o 3FD.B. 938-56 T 58 ,o CC PREP. LAWN D . B . _i_5M -15 9 o j (EX, TREES T-0REMAIN) HWY-,—P . B . X I I - 237 / D.B. 1961-695 CC REMOVE Y. . P.B. XIV-53 THRU 3 3 `DENSE EX. SCRUB ----- UTILITY ESMT CONCRET(D . B . 1508-161 --.._.._ DITC F LE POLE -- 'MAAN: 6" D D G W J' OL CURB & GUTTER CF BP 57044'44"W 1 CC 201.73 CON CC DROP C. BP 3 3 INLET 3 PIPE 2 DROP TOP=566.94 353'53'16"W INLET VDOT CL INVERT=562.1 PERM. 200.02 TOP=566.49 IRON RAINAGE CL INVERT=563.1 ESMT. 21" (D.B.150B-161) CONC. PIPE STATE ROUTE 743 (D.B. 1508-159 � (HYDRAULIC ROAD) HWY P.B. XII-237) rrf LANDSCAPING PLAN SCALE: 1 "=30' CF SIGN ,21" CONC. 3 = 1 °28' 44" PIPE R=4274.08 STORM MANHOLE VDOT L=110.32 27" TOP=569.4 IRON DROP CONC. CL INVERT=563.7 INLET PIPE TOP=567.35 CL INVERT=562.0 PERMANENT SEEDING REQUIREMENTS COMMERCIAL/RESIDENTIAL MIXTURE @ 175-200 LBS/ACRE KENTUCKY 31 OR TURF TYPE TALL FESCUE (95-1007) IMPROVED PERENNIAL RYEGRASS (0-51) KENTUCKY BLUEGRASS (0-57.) FERTILIZER: 10120110 MIX © 600 LBS/ACRE LIME: AGRICULTURAL LIMESTONE @ 2 TONS/ACRE STRAW MULCH: APPLIED ® 1.5-2.0 TONS/ACRE FENCING AND ARMORING DRIP LINE SNOW FENCE BOARD FENCE I CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING "Y1111 VYVNY CUKKL:CI I KUNK ARMUKING TRIANGULAR BOARD FENCE I ANnCrAPINC, Crl' lFnl11 F I• BRE W/F. UUMHAU I LU TOPSOIL TYPICAL_ TREE PLANTING QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE TYPE STREET PRKG IBMP 3LDIG TOTAL AR ACER RUBRUM RED MAPLE 2.5"* SHADE 26 4 6 - 36 QP QUERCUS PALUSTRUS PINOAK 2.5" SHADE - 7 6 - 13 GT GLEDITSIA TRIACANTHOS "SHADEMASTER" LOCUST 2.5" SHADE - 6 - - 6 PC PYRUS CALLERYANA ARISTOCRAT PEAR 2.5" SHADE - 7 - - 7 CC CERCIS CANADENSIS EASTERN REDBUD 5' ORN. 9 - - 4 13 CF CORNUS FLORIDA FLOWERING DOGWOOD 5' ORN. 4 - - 6 10 BP BETULA PLATYPHYLLA WHITESPIRE BIRCH 5' ORN. 8 - - - 8 IC ILEX CRENATA COMPACT JAP. HOLLY 2' SHRUB - - - 10 10 LC LINCERA BENZOIN SPICEBUSH 2' SHRUB - - 12 - 12 IG ILEX GLABRA'COMPACTA' INKBERRY HOLLY 2' SHRUB - - 13 - 13 * SHADE TREES PLANTED ALONG HYDRAULIC ROAD MUST BE 3.5" CAL. N.T.S. KEY x X X TREE FENCING 7 u TREE ARMORING UNE 1 /5 OF LEAF AREA BUT TAIN NATURAL FORM. RAY W/ANTI-DESICCANT ACCORDING MFR'S INSTRUCTIONS IF FOLIAGE PRESENT. OUND LINE TO BE SAME AT THE NURSERY RTH SAUCER W/ - 7" HIGH BERM CKFILL W/TOPSOIL AND ATMOSS MIX IN 9" LAYERS TER EACH LAYER UNTIL TTLED. DO NOT TAMP. Dex A. Sanders Architect 16102 RACCOON FORD RD CULPEPER, VIRGINIA t 540-829-2590 f 540-829-2591 z I® i CD CN (y) > F- Imo. V) uj =) O OLU uj Li t� J >Y Q �m W Q LANDSCAPING REQUIREMENTS STREET TREES ALONG HYDRAULIC ROAD (EC) STREET TREES REQUIRED: 1 LG. SHADE TREE/35' x 512' = 15 STREET TREES PROVIDED = 14 SHADE + 1 EX. SHADE + 21 ORNAMENTAL STREET TREES ALONG ROSLYN RIDGE ROAD STREET TREES REQUIRED: 1 LG. SHADE TREE/40' x (533'-45') = 12 SHADE TREES PROVIDED = 12 PARKING LOT/ACCESS ROAD ACCESS ROAD TREES REQUIRED (40' O.C.): 8 ACCESS ROAD TREES PROVIDES: 7 LG. SHADE TREES + 1 EX. SHADE TREE PARKING LOT PERIMETER TREES REQUIRED (40' O.C.): 10 PARKING LOT PERIMETER TREES PROVIDED: 10 PARKING LOT TREES REQUIRED: 1 SHADE TREED 0 SPACES x 71 SPACES = 7 REVISIONS: ARB COMMENTS - 2-19-04 PARKING LOT TREES PROVIDED = 7 SMALL SHADE TREES COUNTY COMMENTS - 4-28-04 COUNTY COMMENTS - 05-04-04 PARKING LOT LANDSCAPED AREA REQUIRED: 5% OF 29,320 SF = 1466 SF PARKING LOT LANDSCAPED AREA PROVIDES = 1712 SF (5.84%) common CANOPY AREA EXISTING CANOPY = 232,660 SF (85.32%) DRAWN: - CHECKED: SCALE: 1" = 30'7 REQUIRED CANOPY: 10% OF 272,686 SF (6.26 ACRES) = 27,270 SF DATE: 12-13-03 POST DEVELOPMENT (PHASE 1) CANOPY = 133,000 SF (48.77 %) PROJECT #: 0105 TREE PRESERVATION AREA LANDSCAPING PLAN ALI. LARGE SHADE TREES (6" CAL.) IN THE PROPOSED FRONT LAWN AREA PHASE 1 (ALONG HYDRAULIC ROAD) ARE TO BE PRESERVED. ONLY THOSE EXISTING TREES SO LABELED ARE TO BE REMOVED. ALL OTHER EXISTING TREES SHOWN ON THIS PLAN ARE TO BE PRESERVED AND PROTECTED.