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HomeMy WebLinkAboutSDP201100046 Plan - Approved 2011-09-14 (2)APPROVALS: - C I c • � 1590 BROAD CROSSING . DEPARTMENT OF PLANNING AND COMMU DEVELOPMENT lT15Atrd,,.t. c�Y-3, �Iort-ty r 3•'ICJh•i Nl.� f�m1�tMV.3 -ie. H 4 C r}�l q,••��,,pt pp `'i E co E i ^ P ?i3f3L J)II�I i E.XI�I510h a0fg -% WITIA ' —� C/O JOHN HERMAN, PASTOR I :5 V_ 1 U?l:4'�A'•lk'SiGN "F'IA'Tw�i#At. CONDITIONS: Partially Wooded site. 11,_:k PROPOSED USE, ) + DEPARTMENT OF ENGINEERING I. A,; 10,434 S.F. (8.0 %) DAC.Y. fiiZOM izo0rb&LL,_ PAVEMENT (IMPERVIOUS) CL �J �,� �' •~ Q o - a m ice, ALBEMARLE COUNTY SERVICE AUTHORITY � � z I � > (5 � c DEPARTMENT OF ZONING a) E X E �" co COUNTY FIRE OFFICIAL Site DevelopuXISt Data SrM DATA: T ax tlNiaP o��l,��. Setbacks: r ,ao B(2) 1, Parcel3 F€)D (En tr CoMdor Overlay District) 59 along Route 29 and North I-lollytrmead Drive; 2(y parking and residential buffer Hollymead Subdivision, Rivatin a Magisterial Distract County, Virginia (trot in Drinking Watershed) HEIGHT: Cane story, lm than 30 Ft. (top of cross on spire is W above ground on North Iollymead Drive side) 9 PARKING Required: 2142 sq. ft f 75 = 29.56 SCiiEDULE: (1175 Sq. Ft. assembly area; no fixed seating) 59 SPACES PROVIDED Provided: (The, "Handicap parking Sign" shall be mounted 4` above ground in o p GENERAL NOTES: IPaveinent Design: " ' S" crushed stone, 'v'DOT ##21 or 21 A 789 VDC}`I` T }Te D Blotted. Seal Stormwater Detention: Provided by dry pond with outflow control pipe. waiter: $11 public water maim in North 14ollymead Drive Sanitary Sewerage: g ". Public: sewer ,main located at North east corner of property. Refuse: Private pick -up from 35 gallon cans stared in the building. Outdoor Lighting: Floodlights in the parking lot shall be Lithon3a at mounted rm halide, 25OW type KAR fixtures mounted 2131 high on wooden pales. Fire Protection: The Blinding will have an automatic sprinkler system co't3'= OF AI.1` EMAR'Lz DEPARTV9M OF MWXN'c.'tist rtx GE+tMIAL CONSTRUMON MCCES VM SITE PLANS 3`t,ovized: march 3., 1992. 1. Prior to covInIcncement of any construction within any existing public right -of -way, including corm*ction to zuri existing road, a pc:mit for said construction -hall be Obtained front the 'Virginia'Depa.rtment of Transportation (hereafter abbreviated V.D.O.T.). All paving and drainage ret-atcd materials wnd constr uction mcth733s shall conform to cur rent spccif i cati ins and standards of V.D.O.T, unless otherwise noted. ° 'Itrosion arid. saltation control mcasu,res s'rall be provided ira accordance with the approved erosion calzarxci plan and shall be ;installed prior to any clearing, grading or cattier construction. 4. All .slopes and disturbed areas are to iert9li�Ea, seeded and m.:l.ehcd. Max -mum a3,3.owable fisl or cut slope is 41tl. mere reazmnab3y o7bt.ainable lesser slopes of 4: or better are to be aabicved. 5. All drainage in leis shall have a 2 -inch Local. deprozzion. 6. Paved, rip-rap or stabilIzation fiat Bared ditch may he required when ir, the opinion of the AlboMarl.c Yount} Ttircctor of prigineering, or .his designee, it is deemed necessary in order to stabilize a drainage cha.anel° 7. All taca:dfi.c control signs shall conform with the vircinia Manual for kFnifoim bra #fie Ccr;Ztr€si devices, latest Edition. 8. Unless Otherwise noted all concrete piuc shall be reinforced concrete pipe - Class III 9. All excavation for underground pipe installation must comply with 05t3A Standards for the Constaucti -an Trdust,ry' I29 CFR Part 19261. be In addition to the above. notes, the fallpwing statement :gust included on al.l. s »tc plans w1hicb requi x c V .D.O. T. approval. 'The statement must Sae signed by the developer of the property prior to tentative site plan approval. We the undersigned devc1operts) understand that approval of this plain by the county of Al.'bcmarle does not necessarily indicate Virginia Department; of Transportation l %'D0`=') approval of tho plan. Approval of the plan by the County dries not in any .;ay relieve me Of 1AY tespons_ibility in obtaining final b'iJO'S. approval prior to the iss`aa'ncc Of build' perni3 is and/or cortif icatcs of cg--cupanc -Y 30 4 DEVELOPER D ATB NOTE: CLOUDED NOTES, DETAILS AND AREAS ON THE COVER SHEET AND PLANS CONSTITUTE THE EXTENT OF THE CURRENT MINOR AMENDMENT. ITEMS NOT CLOUDED REFLECT THE ORIGINALLY APPROVED SITE DEVELOPMENT PLAN. PARKING BASED ON FIXED SEATING OVER 100: 150 FIXED SEATS /1 PARKING SPACE PER 3 SEATS = 50 PARKING SPACES , SDP 199400016 SCALE 1 24 p i � {; 1 MILE § °� i} 1 Rikt7tA�i¢R ,.rpO r7Y t Aft..•.••.~•_,. •• <+'A rs ,vN Vitt 3 �++� 23+.30" a 123 t ele ttr w rr i 1 s woe i° FAfLL `r!Swtf 1 [3 t75 � .rrd.� � ,1J1ttxan t yj ;�,...�,3�_._h�.,..�� f ,4 J` y p �f � .• f„.._ -.., _'� f'l `I e3 � ` ',',} 4 ' `p.� `]-. t'�� %r'.•..�'�.`"i• '.,�- -• sit' f i. • 't'tt,�:,i f_l �af�'T�'' j�ly: t ryti �,: • �s' ��ii . k L`J to :a.° s - 1 'i Hclll t' Y f , '- ' ..' Yt ��'.;., f t .Mew Gardens` : t,''if 1 �'' ` ' I�.'tf:': ilk V. 'lt Iii t `�� ` jj,), •i'~.�W) {{ '9 ' `' P ' I,. I J : . I` :t } +,'y l�t:l "�:r '.y� "~' •±� >••)•t'; '`'`'.i: tl• '.i' ;�I f`>'� i liPt+ 3 � �} }�, r ` , ti t° .�� {( �• �,jf:�{.'•tt _ '4 �F /,t C� - [�(. , l ,i4 �t ' tt +d j (S } { , /s5]• �J h.&��,� �i y�;. ':i:. �� t: •1,- i� e' 1 ! ' ' 1 ��; =;� �L � q ''� `�- ;;Q . >..+ rya. : ; � t `f.° . } ° �,�`� ' - .' l �'�•: yl 1 t $b =.tea � .t,.�d llfi'¢�' t' �`,..•' r .'' �/r``'� � ` Heif�C3r,' i o �J t,r+aem • " < , ii l S l . Ge[St` 1'f�4 � . - ' i 1 t r j`e . L - r . � • i., :` 7 l \. �,�•.• yff°: � r i ' r` •ice, t I t 5.;•iI,'� � ��� , �� trlla•',•i).��ii�r �Jt r i:?;+�A..' iiT/liyn��4. ° '4e� �: S� {i ` i t awep..w p r{, `.. I�1 'ti } j. I i... r� st i r # �•1•' >0. _ J' I AI v t ++q�- ♦ ) + 51i a Art _ ) \ , ., } r t i 7 S t e fs;rg. �• + t �. A, tA. `t t'!. l \. ��ll. .j:{ t, �!: \Jl li r(. p t$�+4 is v y e' .' �1/ •. I A I. �) 1 ° .. I l'i•+ � .r. a ( t•� q ; ;/, •, r'�' }.,, .r:.a -i . t.;�...•rJ ,.•. . / s h pp1 f Yp `t r �+ tt 11 r }l 11 t\ i r i.Yt' IS#t # }, ��%� ?:. tibsj :t ..,i,�t�l.,�,•.:•�,. .jt ;� 1 �r3Ni, r Ii ii '.v �•. '' ,e'I °•� ✓ 'I i 1 •• %.i.'r t. { _� `.t ,� c \.,'.r \ t„�.`�../>yy : (I ,t% �i °.ti - i. . � Vs \ � �,..�� r f I . • 1 {�. IU, r'C "! r;Pvt .•✓7: J'!,, °I� 'in- hr. /+ �r.. illl.a� A• I 9 '`- ''o 31` f. 4 be, (bail. t...1 t. (( I j •� /�,�,.` 2 F Ji +'.: x 11-CO.-it J f�\ y° ,t,r ''.' r ? / ; I �,.i1. i•r f 'il 1, ' \.\_ M\.. d r ` r ,� 11 V §• 71 '� P t r 4r 'rc►olr ,I, 1 ,; jf �' s VICINITY MAP PERMEABLE PAVING SECTION 11/2" = 1'-0° GENERAL EROSION AND SEDIMENT CE)l+tMOL NOTES P 1�.S•I: i.ltlI therwise i all v rat. cr ° rs ess o rtclt to d e etative and structural +ago stud ca t., $ sediment control practices will. be constructed and maintained according to minimum standards and spec:r tions o the Virginia Q9m aid hart. rat Cg yW auk acrd Virginia Regulations VR 625- fl2-11t3 Erosion and Sediment Control Regulations. 0.7- Trite plant approving authority inust 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. ES-3. All erosion and sedirmat control measures are to be placed prior to or as the first step in ekai iag. F.S•4: A copy of the approved erosion and sediment control plain snail be maintained on tiie site at all dincs. E8 5" 1' sn1 t1t 8°CONCRE(ECUREINTH I (2) #5 BARS, CONTINUOUS TURFSTONE PERMEABLE PAVERS NEW ASPHALT SURFACE easTINGASPHALTAND GRAVEL BASE l,.. Hzl e..e Y #8 BEDDING STONE 4 ° #57 STONE 6° #2 STONE BASE WOVEN GEOTOGILE FABRIC PERMEABLE SUBGRADE 21A COMPACTED GRAVEL BASE I PEACE LUTHERAN CHURCH TOP 90 • � 1590 BROAD CROSSING J lT15Atrd,,.t. c�Y-3, �Iort-ty r 3•'ICJh•i Nl.� f�m1�tMV.3 -ie. H 4 C r}�l q,••��,,pt pp `'i CHARLOTTESVILLE, VA 22911 i ^ P ?i3f3L J)II�I i E.XI�I510h a0fg -% WITIA ' —� C/O JOHN HERMAN, PASTOR I IBXISTING 1 U?l:4'�A'•lk'SiGN "F'IA'Tw�i#At. CONDITIONS: Partially Wooded site. 11,_:k PROPOSED USE, ) + PIALIfS I. A,; BUILDING (IMPERVIOUS) 10,434 S.F. (8.0 %) DAC.Y. fiiZOM izo0rb&LL,_ PAVEMENT (IMPERVIOUS) 22,416 S.F. (17.2%) OPEN (PERVIOUS) 97,830 S.F. (74.8%) 2 TOTAL SITE AREA (3 ACRES) 130,680 S.F. (100 %) HEIGHT: Cane story, lm than 30 Ft. (top of cross on spire is W above ground on North Iollymead Drive side) 9 PARKING Required: 2142 sq. ft f 75 = 29.56 SCiiEDULE: (1175 Sq. Ft. assembly area; no fixed seating) 59 SPACES PROVIDED Provided: (The, "Handicap parking Sign" shall be mounted 4` above ground in o p GENERAL NOTES: IPaveinent Design: " ' S" crushed stone, 'v'DOT ##21 or 21 A 789 VDC}`I` T }Te D Blotted. Seal Stormwater Detention: Provided by dry pond with outflow control pipe. waiter: $11 public water maim in North 14ollymead Drive Sanitary Sewerage: g ". Public: sewer ,main located at North east corner of property. Refuse: Private pick -up from 35 gallon cans stared in the building. Outdoor Lighting: Floodlights in the parking lot shall be Lithon3a at mounted rm halide, 25OW type KAR fixtures mounted 2131 high on wooden pales. Fire Protection: The Blinding will have an automatic sprinkler system co't3'= OF AI.1` EMAR'Lz DEPARTV9M OF MWXN'c.'tist rtx GE+tMIAL CONSTRUMON MCCES VM SITE PLANS 3`t,ovized: march 3., 1992. 1. Prior to covInIcncement of any construction within any existing public right -of -way, including corm*ction to zuri existing road, a pc:mit for said construction -hall be Obtained front the 'Virginia'Depa.rtment of Transportation (hereafter abbreviated V.D.O.T.). All paving and drainage ret-atcd materials wnd constr uction mcth733s shall conform to cur rent spccif i cati ins and standards of V.D.O.T, unless otherwise noted. ° 'Itrosion arid. saltation control mcasu,res s'rall be provided ira accordance with the approved erosion calzarxci plan and shall be ;installed prior to any clearing, grading or cattier construction. 4. All .slopes and disturbed areas are to iert9li�Ea, seeded and m.:l.ehcd. Max -mum a3,3.owable fisl or cut slope is 41tl. mere reazmnab3y o7bt.ainable lesser slopes of 4: or better are to be aabicved. 5. All drainage in leis shall have a 2 -inch Local. deprozzion. 6. Paved, rip-rap or stabilIzation fiat Bared ditch may he required when ir, the opinion of the AlboMarl.c Yount} Ttircctor of prigineering, or .his designee, it is deemed necessary in order to stabilize a drainage cha.anel° 7. All taca:dfi.c control signs shall conform with the vircinia Manual for kFnifoim bra #fie Ccr;Ztr€si devices, latest Edition. 8. Unless Otherwise noted all concrete piuc shall be reinforced concrete pipe - Class III 9. All excavation for underground pipe installation must comply with 05t3A Standards for the Constaucti -an Trdust,ry' I29 CFR Part 19261. be In addition to the above. notes, the fallpwing statement :gust included on al.l. s »tc plans w1hicb requi x c V .D.O. T. approval. 'The statement must Sae signed by the developer of the property prior to tentative site plan approval. We the undersigned devc1operts) understand that approval of this plain by the county of Al.'bcmarle does not necessarily indicate Virginia Department; of Transportation l %'D0`=') approval of tho plan. Approval of the plan by the County dries not in any .;ay relieve me Of 1AY tespons_ibility in obtaining final b'iJO'S. approval prior to the iss`aa'ncc Of build' perni3 is and/or cortif icatcs of cg--cupanc -Y 30 4 DEVELOPER D ATB NOTE: CLOUDED NOTES, DETAILS AND AREAS ON THE COVER SHEET AND PLANS CONSTITUTE THE EXTENT OF THE CURRENT MINOR AMENDMENT. ITEMS NOT CLOUDED REFLECT THE ORIGINALLY APPROVED SITE DEVELOPMENT PLAN. PARKING BASED ON FIXED SEATING OVER 100: 150 FIXED SEATS /1 PARKING SPACE PER 3 SEATS = 50 PARKING SPACES , SDP 199400016 SCALE 1 24 p i � {; 1 MILE § °� i} 1 Rikt7tA�i¢R ,.rpO r7Y t Aft..•.••.~•_,. •• <+'A rs ,vN Vitt 3 �++� 23+.30" a 123 t ele ttr w rr i 1 s woe i° FAfLL `r!Swtf 1 [3 t75 � .rrd.� � ,1J1ttxan t yj ;�,...�,3�_._h�.,..�� f ,4 J` y p �f � .• f„.._ -.., _'� f'l `I e3 � ` ',',} 4 ' `p.� `]-. t'�� %r'.•..�'�.`"i• '.,�- -• sit' f i. • 't'tt,�:,i f_l �af�'T�'' j�ly: t ryti �,: • �s' ��ii . k L`J to :a.° s - 1 'i Hclll t' Y f , '- ' ..' Yt ��'.;., f t .Mew Gardens` : t,''if 1 �'' ` ' I�.'tf:': ilk V. 'lt Iii t `�� ` jj,), •i'~.�W) {{ '9 ' `' P ' I,. I J : . I` :t } +,'y l�t:l "�:r '.y� "~' •±� >••)•t'; '`'`'.i: tl• '.i' ;�I f`>'� i liPt+ 3 � �} }�, r ` , ti t° .�� {( �• �,jf:�{.'•tt _ '4 �F /,t C� - [�(. , l ,i4 �t ' tt +d j (S } { , /s5]• �J h.&��,� �i y�;. ':i:. �� t: •1,- i� e' 1 ! ' ' 1 ��; =;� �L � q ''� `�- ;;Q . >..+ rya. : ; � t `f.° . } ° �,�`� ' - .' l �'�•: yl 1 t $b =.tea � .t,.�d llfi'¢�' t' �`,..•' r .'' �/r``'� � ` Heif�C3r,' i o �J t,r+aem • " < , ii l S l . Ge[St` 1'f�4 � . - ' i 1 t r j`e . L - r . � • i., :` 7 l \. �,�•.• yff°: � r i ' r` •ice, t I t 5.;•iI,'� � ��� , �� trlla•',•i).��ii�r �Jt r i:?;+�A..' iiT/liyn��4. ° '4e� �: S� {i ` i t awep..w p r{, `.. I�1 'ti } j. I i... r� st i r # �•1•' >0. _ J' I AI v t ++q�- ♦ ) + 51i a Art _ ) \ , ., } r t i 7 S t e fs;rg. �• + t �. A, tA. `t t'!. l \. ��ll. .j:{ t, �!: \Jl li r(. p t$�+4 is v y e' .' �1/ •. I A I. �) 1 ° .. I l'i•+ � .r. a ( t•� q ; ;/, •, r'�' }.,, .r:.a -i . t.;�...•rJ ,.•. . / s h pp1 f Yp `t r �+ tt 11 r }l 11 t\ i r i.Yt' IS#t # }, ��%� ?:. tibsj :t ..,i,�t�l.,�,•.:•�,. .jt ;� 1 �r3Ni, r Ii ii '.v �•. '' ,e'I °•� ✓ 'I i 1 •• %.i.'r t. { _� `.t ,� c \.,'.r \ t„�.`�../>yy : (I ,t% �i °.ti - i. . � Vs \ � �,..�� r f I . • 1 {�. IU, r'C "! r;Pvt .•✓7: J'!,, °I� 'in- hr. /+ �r.. illl.a� A• I 9 '`- ''o 31` f. 4 be, (bail. t...1 t. (( I j •� /�,�,.` 2 F Ji +'.: x 11-CO.-it J f�\ y° ,t,r ''.' r ? / ; I �,.i1. i•r f 'il 1, ' \.\_ M\.. d r ` r ,� 11 V §• 71 '� P t r 4r 'rc►olr ,I, 1 ,; jf �' s VICINITY MAP PERMEABLE PAVING SECTION 11/2" = 1'-0° GENERAL EROSION AND SEDIMENT CE)l+tMOL NOTES P 1�.S•I: i.ltlI therwise i all v rat. cr ° rs ess o rtclt to d e etative and structural +ago stud ca t., $ sediment control practices will. be constructed and maintained according to minimum standards and spec:r tions o the Virginia Q9m aid hart. rat Cg yW auk acrd Virginia Regulations VR 625- fl2-11t3 Erosion and Sediment Control Regulations. 0.7- Trite plant approving authority inust 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. ES-3. All erosion and sedirmat control measures are to be placed prior to or as the first step in ekai iag. F.S•4: A copy of the approved erosion and sediment control plain snail be maintained on tiie site at all dincs. E8 5" 1' sn1 t1t 8°CONCRE(ECUREINTH I (2) #5 BARS, CONTINUOUS TURFSTONE PERMEABLE PAVERS NEW ASPHALT SURFACE easTINGASPHALTAND GRAVEL BASE l,.. Hzl e..e Y #8 BEDDING STONE 4 ° #57 STONE 6° #2 STONE BASE WOVEN GEOTOGILE FABRIC PERMEABLE SUBGRADE 21A COMPACTED GRAVEL BASE I TOP 90 • � J lT15Atrd,,.t. c�Y-3, �Iort-ty r 3•'ICJh•i Nl.� f�m1�tMV.3 -ie. H 4 C r}�l q,••��,,pt pp `'i � i ^ P ?i3f3L J)II�I i E.XI�I510h a0fg -% WITIA ' —� I q Ye. a)rU ANOiib P2F"C -M k'% 1 U?l:4'�A'•lk'SiGN "F'IA'Tw�i#At. 1ir131 t� I ill 11,_:k , / r — W1IZP.5 IN or-Vt ", a11� ANp FULL WIti51i3I= ) + PIALIfS f j (; TWLE 7 �OI►iT DAC.Y. fiiZOM izo0rb&LL,_ iron to carnttte neritg dtlsxd dtsti rvuzg act evittcs lit areas ter an indicated on €itese plaits (includirtl;• Wt not limited to, ofr�ita borrow or waste areas), the cc"itractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. P46: Mic contractor is rmp*nsible for itut€ittation of .any additional erosion contmi lrrenwcs necessary to prevent erosion and scdimentatior� as determined by the plan approving authority. FSr7: All disturbed arras arc to idrabi to approved sediment control measures at � �ls ova L 2H times d€Iring.land disturbing activities and during site devclopmont until final Stabilization is achicvcd, H F> Z ..� v t { ac i; ­ A C44CKLVC CLisz,75 t�tVM ilfE� 2 � �a AQ 4 t► 4 9A P,WS.>v b. [� klti k.r I; f cvv>s>� SIDEWALK AND CURB ES$: During dswatereng operalions, water will be pumped into an approved - fikering, device. wrm 6"M Io1lo�vWA ES-9: The contractor shall inspect all erosion control measures periodically and after caach runoff - producing rainfall event. Any necissury repairs or cleanup to maintain the r- fectivenom of the erosion control devices 31 U be mate immediately. �""1' I �tfli�i{{ 1> � , .• ` . ,� tat: x •Ca' t ORO LLWE I SHM FDICE PLASTIC F£NIX CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source Va. FAI Plate 338 2) A �" a 2•f x r ft4IZVW0n STAB '5 5CC 4tiThil2C OF` ITDALL _ =ALLY `3f IkGEi% ALL TEtf -5 V -5"aL. = 3.5TA� 5 ALL Tvt m Dt.T WI:C N ! �Iq"C.t1t . &NO 5" CA,L..: Z STAJC.(=.5. ALL TRELS I,il< ME I IAW' L; I ST,aUCf. wet TUL Wan LIO 1z OALV.. Wirt. FVDTECT TIZLlMY- WITH Z rLy Vul� l" ��.. (UT AIIP F=�LV TOP 90 • � J lT15Atrd,,.t. c�Y-3, �Iort-ty r 3•'ICJh•i Nl.� f�m1�tMV.3 -ie. H 4 C r}�l q,••��,,pt pp `'i � r, 1pdI7 WitZL E3A5Kt" s e -U 1ir131 t� I ill 11,_:k , / r — W1IZP.5 IN or-Vt ", a11� ANp FULL WIti51i3I= Tj 1Ii sill`IL _ T�Ii,4 --�1 faa- Iailaali }a�Ii PIALIfS DAC.Y. fiiZOM izo0rb&LL,_ t ORO LLWE I SHM FDICE PLASTIC F£NIX CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source Va. FAI Plate 338 2) A �" a 2•f x r ft4IZVW0n STAB '5 5CC 4tiThil2C OF` ITDALL _ =ALLY `3f IkGEi% ALL TEtf -5 V -5"aL. = 3.5TA� 5 ALL Tvt m Dt.T WI:C N ! �Iq"C.t1t . &NO 5" CA,L..: Z STAJC.(=.5. ALL TRELS I,il< ME I IAW' L; I ST,aUCf. wet TUL Wan LIO 1z OALV.. Wirt. FVDTECT TIZLlMY- WITH Z rLy Vul� l" ��.. (UT AIIP F=�LV TOP 90 lT15Atrd,,.t. c�Y-3, �Iort-ty r 3•'ICJh•i Nl.� f�m1�tMV.3 -ie. H 4 C r}�l q,••��,,pt pp `'i { k't PT_i r, 1pdI7 WitZL E3A5Kt" s e -U 1ir131 t� I ill 11,_:k , / r — W1IZP.5 IN or-Vt ", a11� ANp FULL WIti51i3I= Tj 1Ii sill`IL _ T�Ii,4 --�1 faa- Iailaali }a�Ii PIALIfS DAC.Y. fiiZOM izo0rb&LL,_ OtTAIW LEAVED Z't 9112 DpLD I%QK Ht,IL•GH d'LIZ `�IvGff iGAFI��I� MILL I`'IUI•CH V I'A(JG , FWM Tlt.d )4Y'. r' OU14V '` 0';L V" ALL AV-0U P0 I> #'ILL WITH & PA12-T15 M, TIVE SDIL, I #',ll°L'T 1°•trANllltd.t;.. bV 51PE5 OF PI:,e� WTINCT t LE, WITH 1`164. I WTC. = %T PLAMT :nU611 TH,&T I~V 15CTTLLMI_I­IT Tttt~ TOP 4f' WOTbALL P� WILL DC rU511 TO Flul5tiL[I Gi' t. 3 WHEEL VIZAll. 464. l a POOP-, 51rT h IIG13 THAT' riF7RE nuTI -t-' f L WT MEPT THC. TOF OP ZWTO&LU WILL 15E SL16HTt.,Y cd14"r.12- (I -2 ") T}iLIJ yFIpl�•�tpl�Sy�Gt1FIV �G-aI��1'7r_ �rn601M'5�t•�3LpT� ���i}L.I�C6�M'3f 1 ec '[�exw) l�.i i V [.• 1 V AS— i/ mcz T��,r e4..piLL ACTIp1•I W IC,rl MI601T° DL r.LLtLIIKCC� THE PLANTING DETAIL. cy, #,`fir /� �� 3{� y pg o � rye, �4 !y� I� OUWV 4[f ALr J.:L:r° 11 P 'Epg� gp �p �} � 2gy��57I- RE177 � > ® P�yiRyr- T��. MULCH 6UT AWL? 7 OLP DUIZi.A fIZO ! 1.�4 I L.4i I6i� EC/t+r J. TOP lfj fit IZ.DDT'�`iALL. YllLi. MULCH GrI 1" bl�Gtt: FaOM STLI.1 Of 9ttIZU �Iw4,yg`I1�ogi'i-- ��c�p�b /17.e;Is•�L�1�p, �t r AQ 11012 t5UVLL/,6,7r\�it- p /� �� tL}7y,e�•i/✓y (i^L•),dy./Itr�L{src}•� ,( >K.+iJ1 tiSf t+f140 4li4TAIMr,1+tlta` �''tT rt�i". °t •F• iv ` /s ' "� P,�'` � t� FLAMTS, GLUT A Or RMT"a �a} •f 11 ".+ Villa t1, �'rlldl �13L I. °I EG'° PI`tP PLA.NTW4 I'�LC7' bACV_F''ILI_ WITH !a r'At�TS ,,,. - - t Mk —Jill— tit 11111 Iikkl_ kli- NAT`IVG nolL, I f' rt Mt lidlz lel 5IPC15 OF t LM4TIM WLL: VATH PICK. l' oTC: XT E'1AUT !MC11 THAT xt�' M SCTTLLMGt-1T THE. TOP Of X00T15d,LL WILL Dr- rLUtH WITH I`II1k5I IrIJ f��C Wtt= Ii Atf4b4i 15 P101?, 5C,T F'UPT JLI�d1 THAT AFTCe 5ETTLCMCtjT TI# ioFp fir I OOTbALL WILL IC SLI(rHTLY HICrHFV_ (I -t*) THAI I I15tiFX� Cxt AVi.. C01 -15VUT OLD wrlr' etper5r, TATIVE FOE 6TH' tCHERIAL ACT IOW WM1GIi MAY Dt • lZl"QUIIZEV- A5 >fR � # i � • PLANT LIST CoMMQn Name Mm 6 each AR Red Maple (Ater Rubrum & cvs.) 1.5 to 1.75 Caliper B &B LEGEND: EROSION CONTROL STRUCTURAL PRA J& ICES . _ Refer to Virginia Erosion and S+edirnent Control Handbook, Third Edition, 1992: 5.1HS `I?ti BE ! d Construction Entrsni e: (! Standards aril Speciafications 3.132.- In order to develop 70 ling feet 4�5 t1R L tai FIMGHMfA of stone construction entrance paid, a tee shaped pad which has at least 701 length must be it AW constructed. EXCEEM STAID CG-3 15 REGARM Silt Fence: (SF) Standards and Specifications 3.05. Silt fence shall be installed along the entire �» lower perimeter of the � situ Dust Contml. (DC) Standards and Specifications. 3.39. Dust Control shall be used as heeded to prevent surface and air movement of dust from exposed sail surfaces and to reduce the presence of • airborne subst�• wes which may be hanrM or injurious to human health, welfare, or safety, or to > 8" animals or plants. Temporary Diversion Dike - (DD) Standards and Specifications 3.09. Diversion dike shall be Constructed to divert storm runoff to the temporary sediment trap. z° A- CE o'ae S' E Temporary' Sediment Trap: (M Standards and Specifications 3.13, Temporary sediment trap [VOTE # >%a > . �° • .�i • hall be constructed in the stonanwatex detention pod for use during construction. .; . Rock Cheek Dam: (CD) Standards and Specifications 3.20. Rock check data shall be is • >•� > constructed in existing road ditch to reduce velar: ty below -voter service tap. :d . "d " .:A > • .A w SLAMM M '.. -" CURB VIOM tRf ARTIr1ENT OF TR ATI&I utrvey and Topographic Information provided lay Roud�Ibush, Cale and Associates, Inc. The elevation be nchmark is PK nail in a 36" Red Oak approximately centered on the frontage along North Hollyt�ad Drive; ELEVATION 506.39, based upon USES Datum— CSI M A MADISON SPENCER ARCHITECTS Charlottesville, Virginia 434.297.3881 Newport, Rhode Island 401.848.9001 © Copyright Madison Spencer Architects. All rights reserved 2011 REVISIONS: June 20, 2011 Original Submission August g, 2011 Revision per Comments September 2, 2011 Revision per Comments MINOR AMENDMENT SHEET LIST SP1.1 COVER SHEET SP1.2 EXISTING SITE PLAN SP1.3 AMENDED SITE PLAN A1.2 BASEN2ENT PLAN A13 FIRST ]FLOOR PLAN r �g gg d/ ° {0 �z Ze Johan K Vo, 0 1 Peace Lutheran Church Charlottesville, Va September 2, 2011 MINOR SITE PLAN AMENDMENT COVER SHEET ........................ ........... ................. ........................... • MADISON SPENCER ARCHITECTS Charlottesville, Virginia 434.297.3881 TIT -iwr-:x%, Rh z i z 13an 1 401.848.9001 1 © Copyright Madison Spencer Architects. All rights reserved 2011 1 REVISIONS: June 20, 2011 Original Submission August 9, 2011 Revision per Comments September 2, 2011 Revision per Comments John K V01c40"n" 1�r Peace Lutheran Church Charlottesville, Va -- .... ............... - ...... .................... September 2, 2011 ............. I ....... - ......... ............. .................... MINOR SITE PLAN AMENDMENT EXISTING SITE PLAN ................. ..... --- .... - ............... ........ ........... SP1.2 M A MADISON SPENCER ARCHITECTS Charlottesville, Virginia 434.297.3881 Newport, Rhode Island 401.848.9001 © Copyright Madison Spencer Architects. All rights reserved 2011 REVISIONS: June 20, 2011 Original Submission August 9, 2011 Revision per Comments September 2, 2011 Revision per Comments 1I off, o� John K. <> Peace Lutheran Church Charlottesville, Va _..... .. ................ September' 2, 2012 ---------- - ----- ------------ - ------------------------- - ----. MINOR SITE PLAN AMENDMENT SITE PLAN ............. ................... .................... . . . . .. .... SP 1. 3 MADISON SPENCER ARCHITECTS Charlottesville, Virginia 434.297.3881 Newport, Rhode Island 401.848.9001 @ Copyright Madison Spencer Architects. All rights reserved 2011 REVISIONS: June 20, 2011 Original Submission August 9, 2041 Revision per Comments September 2, 2011 Revision per Comments Peace Lutheran Church Charlottesville, Va ...................... --- .... ... I-- ............. ............ September 2, 2011 .......... ....... .................. - ................ PRELIMINARY BASEMENT FLOOR PLAN ............ I-- ...... ....... ....................... ............... A1.2 13'-0" 16-2 3/4" 43/411 26-4 3/411 9 5;' 3" 11 3/4" O UTILITY DOE 3! 01 Lo Z EXISTING ZSLAB ON -Ij SLAB ON ; n FILL YOUTH ROOM GRADE 7 AREA 7 DUD co co KITCHENETTE F003] rT-7— Lo L9 CLOSET W.C. Nil -------------- �7L b cr) A 4'- 9114" 6t-2 3/41' 3'-10 24-4 3/4" 4 3/4' 11 3/4" W N BASEMENT FLOOR PLAN —SCALE: 3/16" =1' -0" S E MADISON SPENCER ARCHITECTS Charlottesville, Virginia 434.297.3881 Newport, Rhode Island 401.848.9001 @ Copyright Madison Spencer Architects. All rights reserved 2011 REVISIONS: June 20, 2011 Original Submission August 9, 2041 Revision per Comments September 2, 2011 Revision per Comments Peace Lutheran Church Charlottesville, Va ...................... --- .... ... I-- ............. ............ September 2, 2011 .......... ....... .................. - ................ PRELIMINARY BASEMENT FLOOR PLAN ............ I-- ...... ....... ....................... ............... A1.2 M MADISON SPENCER ARCHITECTS Charlottesville, Virginia 434.297.3881 Newport, Rhode Island 401.848.9001 © Copyright Madison Spencer Architects. All rights reserved 2011 4 3/4" 4 3/4" 4 3/4' 1 16-9' 11 4'-3 1/4 16-2 314' 18'-5 3/4" r -------------------------------------- ......... . ....... . . ........ ...... .. .... ........... koW o0 k0� 7 _ _ PANTRY 115 r109A� KITCHEN REF. CLOSE08A7= CLASSROOM #3 - IT 11] 0691 0681 113 CLASSROOM #2 REF. F —16-TI FUTURE ELEV. 0 011nx/C:K11 HALL co 105 A 110 1 1 y 4I f--a-o—s-E—TI - CLOSE T — RW � 10 41-63/411 U-91 W.C. 4 3/4" 4 314' 6 103 8'-15/811 9'-10 7/8' 1 CLOSET FOYER 1-0-2- 101 I O :!!t CLASSROOM #1 3) LO 106 STAIR 11041 0 101 ...... .... ............. ... . -- ------ ------ --- 7'-8 3/9' 91-011 7'-8 3/8" j G, *-Y' 4 3/4" 26-61/2" 24'-4 314' 1 ff 31'-7 114' REVISIONS: June 20, 2011 Original Submission August 9, 2011 Revision per Comments September 2, 2011 Revision per Comments Peace Lutheran Church Charlottesville, Va ........... September 2, 2011 ................ I ..... ......... -- ...... ........................ PRELIMINARY FIRST FLOOR PLAN ............ ................. ...... ............... A1.3