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HomeMy WebLinkAboutSDP198900009 Plan - Approved Final Site Plan and Comps. 1989-03-09, , � - P . �. .1 :- - I I I I I I �-*- � ­-- - I I I . j, I I � I ) I APPROVAL 3°'k, " 11 . . ,-�,'.,��I,' -, � I . .1 11 . , , ,-- - I -`; � , ,� �� . I I I 1 I - - - I I I I I I I I I I I I I I I I I I I TV, -15 PA, R C E L 109 (n. // � I I 1W I , � " . irrUlIVA11,4, "2-9-0 . RIO ASSOCIATES LIMITED PARTNERSHIP � , I _' ) . Ij DRAINAGE OUTFALLS AT DETENTION POND -� - 4� * D PT OF PLANNING & !-DffPT. OF ENGINEERING � ZONED HC I A:7 11�1 Vj V480 69 /� I M'MUNITY DEVELOPEMENT k 1��' i I I I eWl - ON WRENSON BOWLING ALLEY SITE SEE SHEET 4 !,� I /4� , - V 3 . ,�-' ) i 11 L I , -- , /- 7�1 /_1 1 11,1�4ZAA'11 . , . I - I-- ,- I I 1 C9 ("-"-.-6-, -1 - r,�---, ,-,--, -Q-,7:--, DEPt. O��ZONIN6 . 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LIGHTING SHALL BE SHOWN ON PLAN BY OTHERS, BUT IN NO CASE SHALL CAUSE GLARE ON I \ � \ I , , \ , \ I 6. All drainage Inlets shall 'have a 2 inch local depression. . , , \ , \ � , , \--7� L- \ , , � \ � , \ , , \ \ \ 1 6. ASPIHALT PAVEMENTE SPECS.: COMPACTED 3UBGRADE, 8" AGG. BASE, PRIM , . 1 1/92 " S-5 I I I , , \ \ i \ \\ \� "! � -1- I , , , 11 "'� \ " HANDICAP PARKING SPACE TYPICAL N. T. S. xez - o I I 1, I LX / ,/ / I I / / I I I lt' I t I -, I � 1, I I � , '. I , I . - -- " 11 \ I\ � j , 11, �- �� I / . . I LU I I I � "I / "/ , 11 " / / / I I -,-, -- --- .,- �, 1-� \ I I I \\ ,\ I L 0 1 1 1 \ � \ , L -J,4 , / / I I I I ( � 'I I /-V-, � �, - � 11 , I \ I -I \ W! It , I i-- --------- --- I . , -� / , 4,� \ \ / I i , . � / / ) I ! 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I I / / /// / / 1.,� I - -- - - - -�IORTH 29 COMMERCIAL LAND TRUST � // I ' I I I I \ 11 I '':, \ 1 93 G .-- - , ./ I / / I - / I \ \. \1 \ ., -- -, --- ------ - -- I j I Ill ,�% � I 11, � I \ I -, - �,V)\CF�- I / I � ,�/ . I \ 1�1 , ZONED PDSC 11 R I O,/ HILL It 'i SHOPPING CENTER I \ I I I .1� 11 ? \�AsotA I / "I -, " , ! I I k \ � \ I I I 1, . /I I 11 i I -� M /-�5 . \' -. -- I 11 I � 11 � � �. � \ \ I 1. � �� �\ �\I' Y, ,//I------- " ,-1-1 - I ./ f 11 � I I �- - \ . I I s I 11, \ I � � I 1�1 . , �) O,R 1 '111�-- . NO -TES � . I . I GENERAL CONSTRUCTION NOTES FOR SITE PLANS I I ; � I V�\OA ,,\V� VA C �20 ,� I - - OtAEU I -� . I L ; / I L BENiCHMA I RK 13 TWO PK NAILS IN POWER POLE AT SOUTH 'FL OF I WOODBROOK SHOPPING I. The abbreviation V.D.O.T. made hereafter refers to the Virginia Deportment of Transportation. - : .. I CL\Wc I I �, � r, 9:NITF70 P I C%/ AQ9 rp Q=C%7Q9:X1r9: TO lj�ZI'Q� r"IATHAA LOCAL Q1Zh1t1WA-AA1:;tW TO Q::'T I The term County refers to the County of Albemarle Virginia - I 0',{ . � I . . 1 1 .I , .IBE I I . , AT TIME OF CONSTRUCTION. . . 1 2. Prior to commencement of any construction within any existing puiblic right of wov, Including ' SITE DATA � . . connection to any existing road, a permit fuc said construction shall be obtained from V.D.Q.T. 2. SOUJRCE OF TOPOGRAPHY* AERIAL PHOTOGRAMMETRY BY JIM BELL. . I 1 3. All paving and drainage related materials and construction methods shall conform to current I , ZONING: HC MIN, ALLOWABLE SETBACKS: FRONT: BLDG 30', PARKING 10' SIDE a REAR: N/A PROPOSED USE: RETAIL BUILDING MATERIAL SALES LAND USE: BUILDING: 18% , I , I PAVEMENT: 61 % - OPEN: 21% .1 TOTAL IMPERVIOUS AREA: 79% . ? TOTAL AREA: 10.664 AC. . I - I MAX. STRUCTURE HEIGHT:34.3' - -- MAX. NO. OF EMPLOYEES: 45 MIN. PARKING SPACES REQD.: 143 11 PARKING SPACES PROVIDED -335 I I I I � specifications and standards of V.D.O.T, unless otherwise noted. 3. SOUIRCE OF SURVEY: ROUDABUSH, GALE, B ASSOC., INC. 3/1/83 1 . 4, Erosion and siltation ,control measures shall be provided in accordance with fhe approved Erosion 11. EXISTING FRAME STRUCTURES TO BE REMOVED, TRAILERS TO BE RELOCATED.THIS SITE IS Control Plan and shall be insta!ted prior to any clearing, grad -,a, or any ofllie(' construction. I I NOT LOCATED WITHIN A WATERSHED RESERVOIR. . 5. All slopes and disturbed aroa5 are to be fertilised, seeded and mulched. Nlaxinium a!lowable fill or cut -slope Is 2:1. Where reasonably obtainable, lesser slope.s of 4:1 or better are to be achieved. . 5. LIGHTING SHALL BE SHOWN ON PLAN BY OTHERS, BUT IN NO CASE SHALL CAUSE GLARE ON 6. All drainage Inlets shall 'have a 2 inch local depression. . ADJIACENT PROPERTY UR ROADWAYS.7. Paved or rip rap lined ditch may be required when in the opinion of the County ,".nginee, It is I 1 6. ASPIHALT PAVEMENTE SPECS.: COMPACTED 3UBGRADE, 8" AGG. BASE, PRIM , . 1 1/92 " S-5 I deemed necessary in order to stabilize a drainagtt channel. 6. All traffic control signs shall conform with the V�,d,rLiq Manual for Unifornn Tr.affic- Control . 7. CONCRETE PAVEMEiNTS: PEDESTRIAN: 4"THICK W/ 6x6 10/10 WWF Devices, latest edition. I ., . I VEHICULAR' r.,.10 -rujov %At., a in ir'lln ,11 � 9. Unless otherwise noted, all concrete pipe shu-j! be. reinforced concrele ppipe r,:q5r 111. \1 E .T E,RtNV\ I I �.- � N 0 V I I . I 0 W. S. ROUDARIM, JR. "A 0 CERT. NO. ;00 54-17-3 (a) 655 1 C, 54.17-3 (b) 78 * ;# 0 1 4 ?� -4111� I . I �p _4 . I x 4", I I I I . jo LAND I I - ---- to LAND S. FENICE-FOR STORAGEYARD: 6" CHAINLINK WITH REDWOOD SLATS & THREE STRANDS I < . I BAIRISED WIRE AT TOP. . - . 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'�.,``..._..-��` Installation fr �� r -i-1- �i Ti-lTr j- - - _ t F� It - - rc,• ��hin n,' - - r -- 1 - — _ GRAVEL OR •=: ni!a�.'GR�.VEL D°• ° I_ - - _ + 444 al SOIL t a....a, MpA, T,.. :COMPACTED �� SOIL � i _ i ^-Y�- _ r .y r �I, _� ( I I 3 7 tia -awe- - T �l -I ' - - - - I - - - I - T T FTri tT k ; g - ,1_ _ r T_ - - -- -- _..,. - - - r , I - T = hT - - r ��- i r- I.,, _J i1 _ I._ _ .-.. _:_. � � _ - _ -r � I..r...—tll/ I �-r rr I_- �...- .,.� i __�d� I � - _ IITTTF - - - -!- - ii i - - - rr i - - - - - - T : Minimum 01 hslon - .. - - - - 1 Trench os Open Ditch Installations • I - _ _ _ - - I - - _ - T r T - _ _ _ _ _ I _ _ _ Nominal Minimum Minimum Min. 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' ■ a:° ■ ■mom .:" _ ma ■. : ■ it : �■ ■ ■.■ � -. ■ °:. n ■ads ■■■m..amn .. ..■�■ � :� :�a ■ ■ e a lowman Ii 1 +J.: _ _ HIGHWAY FEDERAL AID EET .A � - � � •J - 1 LSJ V i 1 i PLATE E 3"FULL CROSS SI ION -FULL LINA (D - PRINTED IN U.S.A. - SHEET S� OPE SITE DATA ZONING: HC MIN. ALLOWABLE SETBACKS: FRONT BLDG 30, PARKING 10' SIDE 8 REAR: N/A PROPOSED USE: RETAIL BUILDING MATERIAL SALES LAND USE: BUILDING: 181/0 PAVEMENT: 61 % OPEN: 21% TOTAL IMPERVIOUS AREA: 79% TOTAL AREA: 10.664 AC. MAX. STRUCTURE HEIGHT: 34.3' MAX. NO.OF EMPLOYEES: 45 MIN. PARKING SPACES READ.: 143 PARKING SPACES PROVIDED :335 TM 15 PARCEL 109 RIO ASSOCIATES LIMITED PARTNERSHIP ZONED HC J DRAINAGE OUTFALLS AT DETENTION POND ON WRENSON BOWLING ALLEY SITE, SEE SHEET E P 0"PU]"ED WOODE-31ROOK ROAD EXTEENDED R TVI 46 FARCE 93 A NORTH 29 COMMERCIAL LAND TRUST ZONED PDSC PROPOSED JEFFERSON SQUARE SHOPPING CENTER N OT E S 1. EIENCHMiARK IS TWO PK NAILS IN POWER POLE AT `30UTH R_ OF ViOODBROOK SHOPPIINI(,-' 8. 'ENCS FOR STORAGE(AR J 6" CHAINL;NK KITH REDWOOD SL;iTs a THREE STRANDS CENTER,, ELEV. 486.68; REFERENCE TO USGS DATUM. LOCAL BENCHMARKro5E- , SET DARBED 'NIRE AT TOP. AF TWE OF CONSTRUCTION. 2. SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAMMETRY BY JIM BELL 3. SCURCE OF l';URVE'(: ROUD,aBUSH, GALE, B ASSOC., INC. 3/l/88 14, EXISTING FRANIE STRUCTURES TO BE REMOVED, TRAILERS TO BE RELOCAFED,THIS SITE IS NOT L(OCATED WITHIN A WATERSHED RESERVOIR. 5. LIGHTING) SHALL BE SHO'NNI O -N! PLAi\I BY OTHERS, BUT I'll NO CASE SHALL C_"USE 3I,A�,�E G,! ADJACEN4T PROPERTY OR ROADWAYS. G. ASPHALIF PAVEMENT SPECS.: CONIPACFED SUBGRADE, 6" AGG. BASE, PRIME, 1 1,"2" 3-5 7. CONCRE-rrE PAVENIEiNTS PEDESTRIAN 4" THICK 'N 6X6 10/10 WWF- VEHICUI_-IR G" THICK %11 6A6 10/ 10 WWF FILE NO. 7004 SHEET - A LANDSCAPE , PLAN CHARLO"TTESVILLE CHARLOTTESVILLE NIAGISTERIAL DISTRICT ALBEMARLE COUNTY , VIRGINIA TAX MAP 45 PARCELS 93A a 109, PART OF OWNER/ DEVELOPER; LOWE'S COMPANIES INC. PO,Box 1111 North Wilkesboro, NC 28656 CRATE: SCALE: III '4b' SLOPE EASEMENT 110.hl fl 71 "WOODEI "WOODBROOK" R 0( r RIO RD. W. R/O VICINITY MAP I" = 2000' kill - - — -------- N OT E S 1. EIENCHMiARK IS TWO PK NAILS IN POWER POLE AT `30UTH R_ OF ViOODBROOK SHOPPIINI(,-' 8. 'ENCS FOR STORAGE(AR J 6" CHAINL;NK KITH REDWOOD SL;iTs a THREE STRANDS CENTER,, ELEV. 486.68; REFERENCE TO USGS DATUM. LOCAL BENCHMARKro5E- , SET DARBED 'NIRE AT TOP. AF TWE OF CONSTRUCTION. 2. SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAMMETRY BY JIM BELL 3. SCURCE OF l';URVE'(: ROUD,aBUSH, GALE, B ASSOC., INC. 3/l/88 14, EXISTING FRANIE STRUCTURES TO BE REMOVED, TRAILERS TO BE RELOCAFED,THIS SITE IS NOT L(OCATED WITHIN A WATERSHED RESERVOIR. 5. LIGHTING) SHALL BE SHO'NNI O -N! PLAi\I BY OTHERS, BUT I'll NO CASE SHALL C_"USE 3I,A�,�E G,! ADJACEN4T PROPERTY OR ROADWAYS. G. ASPHALIF PAVEMENT SPECS.: CONIPACFED SUBGRADE, 6" AGG. BASE, PRIME, 1 1,"2" 3-5 7. CONCRE-rrE PAVENIEiNTS PEDESTRIAN 4" THICK 'N 6X6 10/10 WWF- VEHICUI_-IR G" THICK %11 6A6 10/ 10 WWF FILE NO. 7004 SHEET - A LANDSCAPE , PLAN CHARLO"TTESVILLE CHARLOTTESVILLE NIAGISTERIAL DISTRICT ALBEMARLE COUNTY , VIRGINIA TAX MAP 45 PARCELS 93A a 109, PART OF OWNER/ DEVELOPER; LOWE'S COMPANIES INC. PO,Box 1111 North Wilkesboro, NC 28656 CRATE: SCALE: III '4b' SLOPE EASEMENT 110.hl fl 71 "WOODEI "WOODBROOK" R 0( N OT E S 1. EIENCHMiARK IS TWO PK NAILS IN POWER POLE AT `30UTH R_ OF ViOODBROOK SHOPPIINI(,-' 8. 'ENCS FOR STORAGE(AR J 6" CHAINL;NK KITH REDWOOD SL;iTs a THREE STRANDS CENTER,, ELEV. 486.68; REFERENCE TO USGS DATUM. LOCAL BENCHMARKro5E- , SET DARBED 'NIRE AT TOP. AF TWE OF CONSTRUCTION. 2. SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAMMETRY BY JIM BELL 3. SCURCE OF l';URVE'(: ROUD,aBUSH, GALE, B ASSOC., INC. 3/l/88 14, EXISTING FRANIE STRUCTURES TO BE REMOVED, TRAILERS TO BE RELOCAFED,THIS SITE IS NOT L(OCATED WITHIN A WATERSHED RESERVOIR. 5. LIGHTING) SHALL BE SHO'NNI O -N! PLAi\I BY OTHERS, BUT I'll NO CASE SHALL C_"USE 3I,A�,�E G,! ADJACEN4T PROPERTY OR ROADWAYS. G. ASPHALIF PAVEMENT SPECS.: CONIPACFED SUBGRADE, 6" AGG. BASE, PRIME, 1 1,"2" 3-5 7. CONCRE-rrE PAVENIEiNTS PEDESTRIAN 4" THICK 'N 6X6 10/10 WWF- VEHICUI_-IR G" THICK %11 6A6 10/ 10 WWF FILE NO. 7004 SHEET - A LANDSCAPE , PLAN CHARLO"TTESVILLE CHARLOTTESVILLE NIAGISTERIAL DISTRICT ALBEMARLE COUNTY , VIRGINIA TAX MAP 45 PARCELS 93A a 109, PART OF OWNER/ DEVELOPER; LOWE'S COMPANIES INC. PO,Box 1111 North Wilkesboro, NC 28656 CRATE: SCALE: III '4b' SLOPE EASEMENT C), o b pq 0 IC 0 LANDSCAPE SCHEDULE 29 LG. (1-112"— 1-314 1/ Cal) S�IADE TREES: 14 SCREENING TREES 20' 0. C. 50' 0. C. ON STREET FRONTAGE SPECIFIC TYPE OF TREES AND 3'1 SHADE TITEES:—__ SHRUBS TO &E CHOSEN FROA1 COUNTY 3-35 pkg, spcces110Spvce311r,-e GENERIC LANDSCAPE LIST STREET SHIRU,93 at 5'O.C. EXISTING TREE LINE, T. 8. R. REVISIONS: OCT. 3 , 1988 REVIScD LAYOUT F G E N D "ORM DRAIN DRAIN BY OTHi F '#V A 7. LINE SEWER F CON -FOUR E L) CONTOUR BY OTHERf X! -,TING CONTOUR T iNG POWER POLE "ALE, & ASSiOu"'. IN" 914 MONTICELLO ROAD CHIARLOT"I-ESVILLE3 VA 219901 (804) 977-0205 i fl 71 "WOODEI "WOODBROOK" R 0( r RIO RD. W. R/O VICINITY MAP I" = 2000' C), o b pq 0 IC 0 LANDSCAPE SCHEDULE 29 LG. (1-112"— 1-314 1/ Cal) S�IADE TREES: 14 SCREENING TREES 20' 0. C. 50' 0. C. ON STREET FRONTAGE SPECIFIC TYPE OF TREES AND 3'1 SHADE TITEES:—__ SHRUBS TO &E CHOSEN FROA1 COUNTY 3-35 pkg, spcces110Spvce311r,-e GENERIC LANDSCAPE LIST STREET SHIRU,93 at 5'O.C. EXISTING TREE LINE, T. 8. R. REVISIONS: OCT. 3 , 1988 REVIScD LAYOUT F G E N D "ORM DRAIN DRAIN BY OTHi F '#V A 7. LINE SEWER F CON -FOUR E L) CONTOUR BY OTHERf X! -,TING CONTOUR T iNG POWER POLE "ALE, & ASSiOu"'. IN" 914 MONTICELLO ROAD CHIARLOT"I-ESVILLE3 VA 219901 (804) 977-0205 i r C), o b pq 0 IC 0 LANDSCAPE SCHEDULE 29 LG. (1-112"— 1-314 1/ Cal) S�IADE TREES: 14 SCREENING TREES 20' 0. C. 50' 0. C. ON STREET FRONTAGE SPECIFIC TYPE OF TREES AND 3'1 SHADE TITEES:—__ SHRUBS TO &E CHOSEN FROA1 COUNTY 3-35 pkg, spcces110Spvce311r,-e GENERIC LANDSCAPE LIST STREET SHIRU,93 at 5'O.C. EXISTING TREE LINE, T. 8. R. REVISIONS: OCT. 3 , 1988 REVIScD LAYOUT F G E N D "ORM DRAIN DRAIN BY OTHi F '#V A 7. LINE SEWER F CON -FOUR E L) CONTOUR BY OTHERf X! -,TING CONTOUR T iNG POWER POLE "ALE, & ASSiOu"'. IN" 914 MONTICELLO ROAD CHIARLOT"I-ESVILLE3 VA 219901 (804) 977-0205 i 1 i TM 45 PARCEL 109 RIO ASSOCIATES LIMITED PARTNERSHIP ZONED N C DRAINAGE OUTFA S AT DETENTION POND ON WRENS N BO LING ALLEY SITE:° POINT X MATCH TO POINT X s, THIS \ sI TE y WOODBROOK" �\ 15' DRAINAGE EASEMENT / ,{ 'j � SLOPE EASEMENT ,'\ - "-..'.` � / � ' /' / SE CJS f11L JN Or�rl X -moi C IoN I' niI" E ) 214.00 I i � � 4 �' C> f' ` l dJ 7 �I L � Yl- T -- ' i \ - \ i 5.0 a - - - ! I C ` ( �voa�0 \ (i 1 5 r -.( _. - I ---- _ y \ R I 0 R D W. R!D FAD „vr�41 %(,>] k•- _ gE(AEik S q�3° c} 3g - i '\�- 0a i �� "U0 l I / \ / —�--�— —t _ _ �� � .— i /' \ I\ \ VICINITY MAP 1 = 2000' \ - - /:-,,Y L) ' - t tj- �_ _ _ / / / / I r / ref � / f /' _-'/ F / / / , rte- '\ \ \ \ •\ Ir - _ 1 -- /I /I I / i , / \\ t \ \ t ' / lzt I I I 17�91` , / � _ \ I I I t / / f� / / / / �i +' / \ 111 \ C \ / ` I DOWN/,/ \ of / qS3 / _ // 1 < -t i � / \\ •17 / I / I I I \ \ \ / // i' � / / � I C / / Q / / / / /r / // I \ \ \11 \ \0/v ),, , I�1� I I \I \ II 1 / ' / / / // ( � \` `V \ J \ r � J \ � - TO r 011,JfI�J�Ofb�uF1�f�tY 5i FG C) C I I I, I 0 1 11) 1 I.() Ln C I I I, I 0 1 11) 1 I.() Ln i / I 1 O_- !- 66 000 F I t-' xC / I �� / l''/ / r' / / 1 J t I / T CT I I I, I 'I O_- !- 66 000 F I t-' xC / I �� / l''/ / r' / / 1 J t I / T CT \ \ WHERE q \\IfIe i D, V. I . x \ ppl' �I ! I / ( /,' / / W / ' - ' ,tig 1 II j i 1 / i / �/' '� �� "`� ��I �1 COMYT�jt_I 5�b(I C C3ERM a�5F_ w I o ` `� `n'� (� {J(�l� �C� 'R� (C� (���1j F1C((�i�c<a c �+ I i r/ // � .""y,• I i \-j � 'r- r 1 / I rwz i/ l / / l / i jI I' CJ I r� I 1 1\ \ I \ � \ ft r_�/ • /, p�, / .._._.•..__./ / / r / tr II / / /% l I f 1r YI' -- --\ �!•_.�i l� - I I+ \ r \ \\, -2 ' 1 D 7 /\, \`�T r OF.FL. � � I 0 w 51 119 21 p• y �I / - ._ 512. O / / / / f _ / _ ' �% 1 N t I Ld 514.50 _---- ..•''"--_--`.'`1 c r 335 r L- 51 25 h�Q / / n 7 1 x ^I N DETAIL, j / `C 13.33 1 \ \ \ - i IV 1II F�D CCS ION D AIL, T G IN '1 J I \ \ \ \ \ 512.00 4 2- \ 6120 / 1 a 3 _ \\ �, --\ - t` ` - - -a' - -/ / 1 - /' ✓ ` C, \ \ typ \ I - / \ i / % .x ,. I U ,4. \\ "•,._1 \\ \\ �� \ \ / <'l �'' �'s+ `��� -t� ;. I ( ip'•� MIL•{ ` 'J y mw: mm I I I, I 'I \ \ WHERE q \\IfIe i D, V. I . x \ ppl' �I ! I / ( /,' / / W / ' - ' ,tig 1 II j i 1 / i / �/' '� �� "`� ��I �1 COMYT�jt_I 5�b(I C C3ERM a�5F_ w I o ` `� `n'� (� {J(�l� �C� 'R� (C� (���1j F1C((�i�c<a c �+ I i r/ // � .""y,• I i \-j � 'r- r 1 / I rwz i/ l / / l / i jI I' CJ I r� I 1 1\ \ I \ � \ ft r_�/ • /, p�, / .._._.•..__./ / / r / tr II / / /% l I f 1r YI' -- --\ �!•_.�i l� - I I+ \ r \ \\, -2 ' 1 D 7 /\, \`�T r OF.FL. � � I 0 w 51 119 21 p• y �I / - ._ 512. O / / / / f _ / _ ' �% 1 N t I Ld 514.50 _---- ..•''"--_--`.'`1 c r 335 r L- 51 25 h�Q / / n 7 1 x ^I N DETAIL, j / `C 13.33 1 \ \ \ - i IV 1II F�D CCS ION D AIL, T G IN '1 J I \ \ \ \ \ 512.00 4 2- \ 6120 / 1 a 3 _ \\ �, --\ - t` ` - - -a' - -/ / 1 - /' ✓ ` C, \ \ typ \ I - / \ i / % .x ,. I U ,4. \\ "•,._1 \\ \\ �� \ \ / <'l �'' �'s+ `��� -t� ;. I ( ip'•� MIL•{ ` 'J y mw: mm \\ r 90039V02 x r \I \ \ / / � / � // i I �� `\ \ `. _. \ �'• � � \t' �--*- r-` R-f� a.L R? 355.00' /i/ Z 555. 1 4./I5Y1t 11 Ln 1Z Ln t\ \ J _ DD L5 - -�-17 40 y rqy / y �y�$ \ \ -- - ate{ PR 0; 6 \ i -- t / /Ll 1i a O f 6.iS7t�6,Ji ri' T CLU) 1 � C� ! (0 Cc � ' r� 1 1 \ 1 \ I \ `� rraTFSUcTIar� / \ SI z U ENTF�AIVn`` E ANDCERT. NO. —�-WA� / - HOUBA \ v m to • . �. \ it w / __ / i a 9 b j \\ 54-17-:3 (a) 655 PROPOSED WUUUBRuur, ROAD\\EXTENDEDA + , _ -- - - 54-17-3 (b) I _ P) 441 LAND 1 / / ) TM 4•-6 PARCEL 93 .A `\ 1 t `, \ 1 - - --- - / f \ I j i COMMERCIAL LAfdD (RUST C �c G E N D -NORTH 29 ZONED PDSC i /PROPOSED JEFFEI`jSON ")QUARE! SHOPPAG CENTER t \ I I}� AR �t,0NSON sD PROPOSED (STORM DRAIN, PF40POSED 'STOR1NI IR..IN BY OTHERS 0 WASH RACE 81( CONS"TRUCTION ENTRANCE DETAIL PROF -1 L E 70' Min. Length — TYPICAL SECTION 201 Min. nfs. NOTE: Surface to be Srr aggr. mats. size 21 or 21A surfacers with 220 Ibs. psy bit cone. type 1.2 7 OF 8 K,GN ASD N C 3(D' C.C1. � � % � �' � pROf'OSED 20 7- 0 N'r � L — ---`N — PROPOSED WATER L IIVE - - -- - -- ;AN sE+\;ER C�1N�C EASEMENT RR's --�°` -SS PROPOSED SANITARY SEINER PROPOSED CONTOUR 6' rIN HCR055 `00 for Or DAr1 _ 1 ' O o DAN = �I70.6 �_�_�_ _ `��'tFtSN RHCtS 1V/VOR E7, 6Ficr;KEP� ErIEFi�> NC� SPILLWA(_� -r TOP aF i�lb�= L4(06.0 �j I LI C09+•_I �.�, R6,. ruvoRF) I lolls F_.C. - j — �IIIq ov ' ,/� V. D.0 , 11111-------- ��_con��sr_ who � I YPc H) �•.� -- - - - -- - o -f� �G 1 T` IIIIIjt11 I�Illlll(Il%------ Illii/IIII'/ji1�Ii/�1(I ,lllll!Ilfll%1111 �<Illll Of ss 67a ION Of DHrl CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY VIRGINIA TAX IVIAP 45 PARCELS 9,5A & 109 , PART OF ---------------- n. T. 5. OWNER/DEVELOPER: LOWEIS COMPANIES INC. PO. Box. 1111 Norte Wilkesboro, NC 28656 OCI. III {9t5b )2L -V No ZO.��`_ O•^/Ig88 11r - 40r REVISIONS: NoV 11 1 i83 DEC. 22 1°188 der CU.�orv,lne✓��j S"Ar,. o, lgo`7 L.P. D Tart Adde r� /, - PROPOSED CONTOUR B'( OTHERS So( L_ L1�Ia%/J.')9% ----500 --- EXISTINJG (CONTOUR U EXISTING P'OW'ER POLE 3 ROUDA"USH, GALE, & ASS(�. IN�, 914 iviONTICELLO ROAD ENGINEERS, SURVEYORS, CHARLOTTESVILLE, 'VA 2''.901 LAND PLANNERS (804) 977-020541 . I I I, I \\ r 90039V02 x r \I \ \ / / � / � // i I �� `\ \ `. _. \ �'• � � \t' �--*- r-` R-f� a.L R? 355.00' /i/ Z 555. 1 4./I5Y1t 11 Ln 1Z Ln t\ \ J _ DD L5 - -�-17 40 y rqy / y �y�$ \ \ -- - ate{ PR 0; 6 \ i -- t / /Ll 1i a O f 6.iS7t�6,Ji ri' T CLU) 1 � C� ! (0 Cc � ' r� 1 1 \ 1 \ I \ `� rraTFSUcTIar� / \ SI z U ENTF�AIVn`` E ANDCERT. NO. —�-WA� / - HOUBA \ v m to • . �. \ it w / __ / i a 9 b j \\ 54-17-:3 (a) 655 PROPOSED WUUUBRuur, ROAD\\EXTENDEDA + , _ -- - - 54-17-3 (b) I _ P) 441 LAND 1 / / ) TM 4•-6 PARCEL 93 .A `\ 1 t `, \ 1 - - --- - / f \ I j i COMMERCIAL LAfdD (RUST C �c G E N D -NORTH 29 ZONED PDSC i /PROPOSED JEFFEI`jSON ")QUARE! SHOPPAG CENTER t \ I I}� AR �t,0NSON sD PROPOSED (STORM DRAIN, PF40POSED 'STOR1NI IR..IN BY OTHERS 0 WASH RACE 81( CONS"TRUCTION ENTRANCE DETAIL PROF -1 L E 70' Min. Length — TYPICAL SECTION 201 Min. nfs. NOTE: Surface to be Srr aggr. mats. size 21 or 21A surfacers with 220 Ibs. psy bit cone. type 1.2 7 OF 8 K,GN ASD N C 3(D' C.C1. � � % � �' � pROf'OSED 20 7- 0 N'r � L — ---`N — PROPOSED WATER L IIVE - - -- - -- ;AN sE+\;ER C�1N�C EASEMENT RR's --�°` -SS PROPOSED SANITARY SEINER PROPOSED CONTOUR 6' rIN HCR055 `00 for Or DAr1 _ 1 ' O o DAN = �I70.6 �_�_�_ _ `��'tFtSN RHCtS 1V/VOR E7, 6Ficr;KEP� ErIEFi�> NC� SPILLWA(_� -r TOP aF i�lb�= L4(06.0 �j I LI C09+•_I �.�, R6,. ruvoRF) I lolls F_.C. - j — �IIIq ov ' ,/� V. D.0 , 11111-------- ��_con��sr_ who � I YPc H) �•.� -- - - - -- - o -f� �G 1 T` IIIIIjt11 I�Illlll(Il%------ Illii/IIII'/ji1�Ii/�1(I ,lllll!Ilfll%1111 �<Illll Of ss 67a ION Of DHrl CHARLOTTESVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY VIRGINIA TAX IVIAP 45 PARCELS 9,5A & 109 , PART OF ---------------- n. T. 5. OWNER/DEVELOPER: LOWEIS COMPANIES INC. PO. Box. 1111 Norte Wilkesboro, NC 28656 OCI. III {9t5b )2L -V No ZO.��`_ O•^/Ig88 11r - 40r REVISIONS: NoV 11 1 i83 DEC. 22 1°188 der CU.�orv,lne✓��j S"Ar,. o, lgo`7 L.P. D Tart Adde r� /, - PROPOSED CONTOUR B'( OTHERS So( L_ L1�Ia%/J.')9% ----500 --- EXISTINJG (CONTOUR U EXISTING P'OW'ER POLE 3 ROUDA"USH, GALE, & ASS(�. IN�, 914 iviONTICELLO ROAD ENGINEERS, SURVEYORS, CHARLOTTESVILLE, 'VA 2''.901 LAND PLANNERS (804) 977-020541 . I W i I I i I- . I I c � i I a : i � : -, ---- f__ - � _� . � I : ' I i � . � ! I i I I I I >- I 1 m I 1 � � ' I , I 'T � I I . I i I i � I I n I I �w �e �z u U W I 1 26 5 I I �- �- 0 1 z .'4 W W :� >- 0 :� . I- z - > � (.5 0, = 0 - . ; n - 1,_ I � _:� � - I --,-F- se 0 � Z O 44 cn 1 .0a f uj � CL �­ I= 0 6 - z z - T- 1 1 W i �- I - ' - _ __ I " -f I i I I I I J I I 0 I I � I I I I I � 1 � I ; ! ! . I I i I I � __ .- __ -.--! 0 i I �4 � I u W i 1: � , u 1 � 0 1 1 Z I j 12 1 - �_ I I 1 " � . I n! 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ENSURE SEDIMENT IS FILTERED - ,. � I / � I " ' . / /// D) 11�lr . / I . 0 1 � . BEFORE ENTERING 18"POND / / / I I I / . - <�/ � I I I I . I OUTLET PIPE. / / �L') I I / I __ i z I � %114. / 111%% _ 41\ '�bo / - i ; s F-6 she 1) I I /' I STRUCTURE , I I I / / 1-1 EXST � 18"RCP, PON OUTLET � 7' \ , / , - . I / / .. \� , / ACII0 � I . /11 I NV. 455.4i 1 7 , I I � . . -, *%%'..� I ( 10 , / � I I , � / /,- TRUCTION (See Note Below - ( _____� . I I % *_-1 , / / -LIMITS OF GONS 6 4e,p / - , - I I I I "I I ................. i--- - 0� woo oft . . \,\ � � ,,--- '-/ A I a / ,K E s I I � I - ____ C3 I I I __ - -_ . - - . ____ I . ' I I . � . / ----___ I .1 -- _� 1\ I - - --- � .. / . I I I I ­ \ ___) -7- . 80('o I j RUEY I I I __ -------- / / IAJ ­ I - '114-, - I RISER EL. 47 � I . __� N '. � - / � I - - 1-1 c AA 1 ---� , . I I'll I I - I . "'�"-' . I . 490--- LIMIT - I -_� \'��_ -7- ,---' I // PC) c" �� . . 0 1� I I I // 4 01411 . I I � 180 . I .) I / L . 1�1 %% . . 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