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HomeMy WebLinkAboutSDP200700050 Plan - Other (not approved) 2007-04-27r r_ EAST EXTERIOR ELEVATION 4/2-7/0-7 THE ARCHUECTURAL NETWORK, INC. dPL /0UNfPY of �/Gp�df'E II JI — L -LL� <<. r5 1 5� �, — J I ) ❑ T 1 =; _ CLLI \I r I I - L ,Zl l � 11 I; r1 II /I_nIj r eh 1� EAST EXTERIOR ELEVATION 4/2-7/0-7 THE ARCHUECTURAL NETWORK, INC. dPL /0UNfPY of �/Gp�df'E u0 milLil"I THE ARCHUMMAL NETWORK, INC. El Ell NORTH EXTERIOR ELEVATION 4/2-7/0-7 7F11l, w I 101 i- vy KEY NOTE LEGEND w Nft PROVIDE SAWCUT IN EX. PAVEMENT 11r).00 A PROPOSED HANDICAP PARKING SIGN f _4V _584-- �� 1! 00 %G PROPOSED DUMPSTER ENCLOSURE p POSED RETAINING WALL E PROPOSED ADA ACCESSIBLE RAMP z ~ BOUNDARY �© SURVEY SHOWN F OPENING OUTFALL (l7 - ,4• ` , ASSOCIATES, .. BREY HUFFMAN & LTD. PROPOSED CURB w RIP--RAP 1 A \ DEED BOOK 2386, PAGE 698 (PLAT) 7 `� PROPOSED SANITARY MANHOLE L,J D� SIGHT EASEMENT DEED BOOK 884, PAGE' 169 (PLAT) i H, y p ` EXIST. 01,r `. \ ' �"O� TO TOP-58.3,98 "i (/!70 '�� H A PROPOSED DOGHOUSE SANITARY MANHOLE ' ; w \,v�•\ \ � \ INV.IN=:;78.£3 4\A/ry0`' - �QG -fl. \ `.` /trr `o.� PROPOSED VASTU FENCE INV OUr'=578.7$ -� j 1� '!�' �` PROPOSED 5' WIDE CONCRETE SIDEWALK In mQ 20' STORM SEWER ESMT. \ �24' S7° DEED BOOK 2386, PAGE 692 (PLAT) �y •.� /f .., all \ PROPOSED 6` WIDE CONCRETE SIDEWALK O ; �, ` = 1 �'' �`n EXIST. Cyl. - PROPOSED RETAINING WALL wl PROPOSED CG-2 z TOP-681.50 , , •. ` - GUARDRAILING (MAX. HEIGHT = 6`t) 11"'IN4i.IN= 573F04 24"IPIV,IN-;578.83 :} '- �i "' „ ki 24 diVV. CJUT-5/ 7. (ice •\tx N Z PROPOSED CG-6 � O ,,�n U PROPOSED VASTU GATE tA ' co ¢ r ��.p. ~ Q 00 ` X81- R 440.0' ! � \`\ �� -_ l"1 PROPOSED 5' WIDE SIDEWALK /A� LQ\ PROPOSED DOUBLE CHECK DETECTOR •u 0 a) CN Iv `\' 0� DEED ° BRG=S 66'02'20" E _ INGRESS/EGRESS EASEMr "JT �' `�,� ` `� ' qC ,��� C LEN=227.71' �. _ _ - BOOK 2386, PAGE 698 (PL 4 T) r' I �.. _... -.`�-a fi ti \ ry i `_- ``.��c ,�L �� , _ ' ' _ _.._ ---4 ASSEMBLY --� PROPOSED VDOT DI 1 wI12 HDPE OUTLET PIPE urs, � ¢ E r- 0 © u In E . BENCHMARK: .. ISTING .SEGMEd�ITAL -- �.._ `` EXIST- pj, �- - 5��' PROPOSED SPOT ELEVATIONS ~' aF��fw`c- I3LQCIt I;ETAININC� WALL '_ ------__.. ._ � q7- D \ ti IOP=.�i$C1.98 STORMWATER DETENTION _ -• \ OAC' s c >. o FIRE HYD., RF BONNET BOLT; ELEV.= 591.46 ! oA ' EXIST. i71. P--�-"*. ` �`<- _ ` TOP=586.4:3 _ _ -- .. a - i '`' -- r" " 12 INV.IN=576.67 svi.. 2 X 4."1NV.IN'-579.94' _ EXIST. ST1ul.MH AT BIRNAM BASIN t140D , •.�...+, TOP--579.53 Cd �� @ I E � 1= USGS DATUM PER B. AUBREY - - _� -. Id�►V. ( t1T-5, ,113 \ '` '-. - ` - r, '- -/ ., .: ��_ ''1 .:4y .. . - - ,� ,� AND. - '• `ti \ -' RAISE 24 INV.OV T-575.76 ���- c INVIN=674.$3 -1±x�►, �•1`t .....,-.. CY i�1 T 'c� HUFFMAN 8 ASSOC., 2002 ' ----�1 , . .. K , Q 2U' �� f --� 64R ` �_ ' -- ` _ 8 _ REALIGN TOP 20' p wAT L/N �- � .•. '> - 0• s `^.. EE'D BOOK 236 E ESMT `�-- L' S \ L-. _. \�' .�,, R TO 588.50 EXIST. SAN. MtI 70t - 8i. 7t3 INV OUT=57'4,73 RADII - =410.(�r.�, EXIST: IDI, V V1 _o - m ' 6 PAGE 'w RF �.. ` ~..... 692 ` ,ql� V� �.rt--- �, ` . ! ...._ , (p S ti. ,t ,..,, 7) A 13 p.1.P• Rl1� 020, �� EXIST SAN. lulFf -` tl ,-��', - 1N1/.IN-575.9$ INV T01-5?$.€1�3 L=54.d >•, 1� INV IN=574.,5 R=35.0' - EXIST. ISI. 24"INV.1N=573.71 d=88°23'56" C 0 w -0 am Ln QROp i p{ TOP=589.4Ii c �_ `�_ --_. 4 G FF - i " T(7P=5$3.5:? 24"INV.©UT=:i'i3.it1 o " 36 m . ft "..� i <'- F2C:d ► INV. Ji1T=5t5,^>.91 90 E PROP pvcJ f_'_.. -`''���'t,+ia,.`_ � INV OUT -578 12 BRG=S 5011 E 5�g•-i C LEN=48.80' J 4 EXISTING `�` - ` , - S ---_x •..� Pcy� '--_-,�, - '" 6!9 ..". - - . _ 24"RCP - = , OFFICE ,�,y.:_ , M' L .I.ly, QP -_ -�- -""' `1 �- \_ 9E�: ___ ., --- `� - .--�`` BUILDING .. / J \ _ x iv1 ,,,,,, � NWA b",4 4 • _ l .� 1wX $+'7t�G .x W?.. t, ` 42 ,.. Prq _ E _ _ fia_,� ..�..._ _.. _ _.... .` $]�-�-. . �*....." EX bVf L- _ _ I _ `"�. `'� wt/ _ _ L"`��Z" �01 •:C'h'.l�ili.- � ,:.., �'- � .. �,� r,..,�w,� £-Y, Z � ' �,/ / - -a. t Pry � - EXIST. D1.�C R 690,38k'SS, •���.q - , �. F 7'OF-.593.(72 ! _ ''1. ., � \ � - � � � .�" s5 � q,4 2ij• S � e INV.IA'=586.9'2 f �- --� [�\ ` �� '►+."'�.. : , SA.. N N - -.- N h �� INV.OUT=' .82 _[ 1 r' ` , s�r --� F \ \ �'\ TYP. I �' ti C I 1 -�----._. �. 4,,, _ TIN EXISTING ~^'! �_ P(, h'rSF' SlC71V ~� �1 H�11Vi71CAP \ I ► \ '1 I \ ACCESS � 01 ami L - = q r ` m \ \ ':{S �. T �P 5� 2.2$ �1 ll�ti.dN=uEt6.C)6 �\ z EXISTING f EbPO -"-'3 - GRASS .1. = A SWALE AREA CP jl � I c f • Sf� SEDIMENT � ' i, I --- I1%1V.OUT=5$4.9 r p� , �O SS �. �6 ''r�� \ \ I I I Ek'I,ST. GI. I l N* PROP. SAN. I- �¢` I I I 4 4 s, , 2D' , 'P , 1 I " y ITOP=677.21 f I� (x `� p c4 LATERAL N pfi e ` ASPHALT F I p I I �+ PARKING LOT r `I41 t. �1�1V rJL1T=573.:56 fi \� i\1�� • '' K' '• rn't LATERdV. PROPOSED, l AL 2-STORY BUILDING ' ` S �` 1 1 3� �� ' h¢ 'Pty �.�d / B OQ 'cy \ V "� (/ I \ 8s`\ Y.._ _.._ ._._ 'OqG �S`,�T 1' r r. r jN E �.- Jif a -� 1 I rn _ _ __CHAD!.7r+ ,-..,T=., _ t 4+ _.- . r_- --- , �/,�; II j --,t��3 ✓_!YV f: �."R;. CAL 3 I LOPES (25%a OR GREA.TERJ ! ! BLDG, '� � H NOTES: ^ \ "� t 101 -4�2 x 50 -2 r �, 1 cn � TM 61, PARCEL 25 1 �\ ��. 11 .�. \ LOT A .� 10,178 GROSS Sq.ft. ., \ , I " F� \ 1 ala 9 00 BAC� I N i / ! I II III ti I , ^"� Q III (37 o DAVID L. COLLINS 1. VIRGINIA LAW FOUNDATION o5 -• 1 FFE = 591.50 -\ P OWNER/DEVELOPER: � � .,,.{ 'C,4� / � ,,'. GLOBAL COUNTRY OF WORLD PEACE. ZONED: C1 I t 1 � ' •r \ i GRASS CHANNEL 1 r ( III I , l I N I III 1 1 I I � j i r O ~ ' 1 � I� � � � 1 N0. 7 ��f. " 1 1900 CAPITAL BOULEVARD PRESENT USE: OFFICE BUILDING, MAHARISHI VEDIC CITY, IA 52556 1 1 \ S 6 UNpERDRRIN �`=1 , �,� 24' / / r } i' m ! ! '; I 2. PARCEL ID: 06100-DO-00-026AO; LOT B �,I L ---.- �' I m . o 2a STORM SEWER ESMT. o ! F �!': I I Ilj �iJ 4 y� I t 1 I cil S ONAL 3. 4. 5. FOR DEED REFERENCE SEE: DEED BOOK 3100, PAGE 466 AREA: 1.53 ACt; ZONING: C1 COMMERCIAL SETBACKS: - ADJACENT TO PUBLIC STREETS - 30' ��-~ (10' PARKING SETBACK) 90 ��"�" r, 1 t I \ DEED BOOK 2386, PAGE 692 (PLAT) r \ �r? , 4 v \ 1 \ l PROPOSED RETAINING \ 1 \ \ s �y W L (MAX. HEIGHT =4.5±) l `g� 3. R • \ P. \ 1. M \ 1 °r° j \ N I \ I \ � l'O 8 YP. III` LL I! Q ! !� \ %;. 4 R I o Ir-., I I! i (� - ADJACENT TO RESIDENTIAL & RURAL AREAS - 50' {20 PARKING SETBACK) - 20' BUFFER REQUIRED WHERE ADJACENT TO RESIDENTIAL & RURAL AREAS t I \ i. r� PROPOSED GUARDRAIL I I� 1 591.38 . ASPHALT �►. \ � I , PARKING LOT ti ^v ' L 1}d. I r''' `� _• �-�,... _ � I 1 � I� � III 6. BUILDING HEIGHT: APPROXIMATE MEAN RIDGE HEIGHT: 2T± \ PARKING EASEMENT • 1 ; �„!``- „' . �- DE BOOK 2386,, PAGE 698 r I I -,1�- _\ i c� 7 "�I � � �. ,J I3 I i 1 _ l / 1 r ' �, ` , � � �... A ��� \ 1 1 \ I 4� ,r f I y 9 ^� i+ g •Q- / 1 S I , i o R I !, �. ' " \ \ \ � 4] ' � V APPROXIMATE EAVE HEIGHT: 22'1 RIDGE HEIGHT: 32'7 PARAPET HEIGHT: 42± ti �-���_ � fl � 1 5 s j II . • . _\ ,. L.--- -; J ' -- _ - I `�" �- _ ` - - - �, r � 1 _ - EX15T1IVU .� Q, �- STOCKPILE._ -/ TYP. '` 4 - fl / ,S(:)iL I ',q t I t � i � / l ► !.� 1 I , -J 1 `? I EXIST. SAN. MH I �- - -� 1 �\ 1 I ll, I r. I I >� I � _ 7. PROPOSED USE: TRANSCENDENTAL ME ITATIQV CENTER L ` '' I� -� ^---._ vl - _ _ C ' ' .� - ` - ` `~ �.. -.? - _ i ago . °- - _ - - _� f N s --Y �I I I {� {� S ,7 NV IN=f,74.70 S y i l i. I I Q 8. MAX. NUMBER OF EMPLOYEES: 15t �� PARKING REQUIRED: 40 BASED OF OFFICES BUSI Q ( PROFESSIONAL . ADMINISTRATION& O ..) _. _ _ SHADING DENOTES CRITICAL - `` -" - -- _ _ _ -__ _ ---_._-`` �._: __ : _ - a...__..___ _ r :. _.___... SLOPES 25% OR GREATER `` x �- - x _, - •7'- -�` r' = - ' -� ... ( ) \ . �- V,C7UT 57 6 I 1N , {I # I 4.G I _ - - .�--�.*-� - i� I i _ _ ' I �j v 10. PARKING PROVIDED: 52, INCLUDING 2 HIC SPACES (56 w/ __ _._- PARKING EASEMENT ON LOT A) o _..__ __ _ _ _ _, _ _ .._ _ .-- On. m n? r. cn O a c°' / c;' 20' PARKING & �' / -a 20' UNDISTURBED BUFFER I `a ' 1 / / / CONSTRUCTION SETBACK `' `�+ �a ' 6 ,' a - XfSTING FENC - r^�a r ! ! I� ! O +v a 11, 12. MAX. IMPERVIOUS COVER: 0.73 AC± (47.7%) -�--__ ALL SIDEWALKS ARE CONCRETE UNLESS NOTED ' / / / / / J 1 E ' " / f0 g` +CJ REMAIN I I - 32.5'±I -~- / +' .LA OTHERWISE. ,: !) / �/ / / ,• - '',. ~ f �.� ,, r PAVEMENT 1 �`"� �� I ' i a u 1 3 AL PAVEMENT IS PLANT MIX ASPHALT. L -�. _I ... _.. ,�- - - o �' - T / o .. -- ----- r .� - 1 N 80 23 �:' W '' 323.31 ! ILj �'` i I i \ 7 ;� 4 I It _ Cu� 14. OPEN SPACE: 0.80 AC± (52.3%) NO LANDSCAPE PLAN NEEDED; MEETS _ / -- r r- -- - "" / r 1 1 / / ! T r r `~ / ( I (�(/ I \ `` \ I \ `� / SHADING DENOTES CRITICAL `• 1 -, 1 , � I 1 1 t, #;�I III I II a--+ t•ji 4J 4-JREQUIREMENTS. 16. BUILDING SEPARATION: L ` ,4 . \ \ / I � � �, SLOPES (26% OR GREATER) I I / I s>a,i ! ( ADEQUATE PER SECTION 21.9 OF THE ALBEMARLE COUNTY CODE, SEE TABLE 401 OF THE BOCA BASIC �. •� �, ``� \ \ \ 1 \ '`- ., . \ \ I \ ` \ \ ` \ I �I ,• 1 ( I 1}I ! i j ! III 1 I Q o cu I --"-•1 BUILDING CODE, 1994 EDITION, OR ITS EQUIVALENT IN THE CURRENT EDITION OF THE BOCA BASIC BUILDING`, TM 61 W1 PARCEL OA-34 �• TM 61 W1 PARCEL OA-35 TM 61 W1 PARCEL OA-36 TM 61 W1 PARCEL OA-37 6`W1, TM PARCEL OA-38 I ; CODE. HAO or JIGIAN HUANG FAN \ LAWRENC r DARRAH SEAWELL `, WILLIAM J. or JOYCE E. MARTIN ` WALTER F, III or JENNIFER MEGONIGAL / JEAN KIKER �" 17. THE PROPERTY SHOWN HEREON IS LOCATED ON FIRM ZONED.-R4 \ \ \ ZONED: R4 �� `� ZONED: R4 I I �` ZONED: R4 / I ZONED: R4 -- I VICINITY MAP COMMUNITY PANEL 510006 0278 D, DATED FEBRUARY 4, PRESENT USE: DWELLING 1 PRESENT USE: DWELLING PRESENT USE: DWELLING i 1 1 PRESENT USE: DWELLING / - PRESEANT USE: DWELLING Qj 2005, AND LIES IN ZONE X, AREAS DETERMINED TO BE 1 1 I` I I / O OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. { II j I I I I 18. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. i v' 19. THE FOLLOWING ITEMS APPEAR TO AFFECT THE�� SUBJECT PROPERTY BUT CANNOT BE GRAPHICALLY SHOWN HEREON DUE TO A LACK OF ADEQUATE DIMENSIONS OR A METES AND BOUNDS DESCRIPTION.- \ �� '""/rEWooa n. PROJECT NO, 206064 VIRGINIA ELECTRIC & POWER RIGHT-OF-WAY DWG. DATE: s-14-07 - RECORDED IN DEED BOOK 1957, PAGE 640. - PARKING EASEMENT, RECORDED IN DEED BOOK 2386, I ch, d' ` rj ��F DESIGN BY: PAGE 698 THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC AND PROPERTY IN J" SITE 4, 1 ! C DRAWN BY: NV APPROVED: DLC RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS t SHALL NOT EXCEED ONE-HALF(112) FOOT CANDLE. A SCALE: AS NOTED 21. TRAFFIC GENERATION: 118 TRIPSIDAY. GENERATED BY TRIP GENERATION, 7th Ed. AND BASED ON 10,178 sq.ft. 0' 20' 40' 60',a'" SHEET NUMBER: ]Q 4 GROSS AREA, SINGLE TENANT OFFICE BUILDING.*-- 22 PER THE PREVIOUS SITE PLAN FOR ITEWOO E IVH Q OFFICE PARK, THE BUILDING TO INCORPORATE PROPOSED D CONTOUR INTERVAL = 5` EXISTING; CONTOUR INTERVAL = 1' c- ROOF DRAIN BMPs PER THE STATE BMP MANUAL (3.10-8). FIELDWORK PERFORMED OCTOBER 5, 2006 NO SCALE SEE TM 61 BY JOHN MCNAIR & ASSOCIATES OF 1 SHEETS /,7 KEY NOTE LEGEND A PROVIDE SAWCUT IN IX. PAVEMENT O TM 61 W1, PARCEL 02-03-1 / A PROPOSED HANDICAP PARKING SIGN PARKER WARD LAND LLC PROPOSED DUMP57ER ENCLOSURE ZONED: C1 PRESENT USE: BUSINESS/RETAIL / Qo PROPOSED RETAINING WALL PROPOSED ADA ACCESSIBLE RAMP PROPOSED CURB OPENING w/RIP-RAP OUTFALL O 3g0,S/ \ V �\ \ \ °° �� \ �^ �Q 4z \� t > TM 61 W1, PARCEL 02-04-1 PROPOSED SANITARY MANHOLE SIGHT EASEMENT \ \\ \ \ V� (�� Q• � VEDA EAST LTD AH PROPOSED DOGHOUSE SANITARY MANHOLE DEED BOOK 884, PAGE 169 (PLAT) IX7ST. Di. n \ a byn_ TO \ Vim\ -Z ZONED: C1 \ \ INVIN 578.a3 TOP -563 98 N�Na '_•��.,9UC7C \ r -bet- v �� PRESENT USE: BUSINESSIRETAIL 0 PROPOSED VASTU FENCE INVOUT=578.7 \ FN\- \ �' \, \ / �K PROPOSED S' WIDE CONCRETE SIDEWALK \ Na \ \ \ \ \ ©PROPOSED 6' WIDE CONCRETE SIDEWALK 2K STORMSEWERESMT. \� //� �' 2'4 CP '• \ \ ham- \ \ A PROPOSED CC -2 DEED BOOK 2388 PAGE 892(P1AT) \ � GH \ EXISTD/. \ \ p 1 \ TUNE TOP- -581.50 \\ \ L=230.33' 12'INV.IN=578.04 \ R40.A PROPOSED CG -6 24"INV1N=578.83g \\ \ G=29059'37' 24•INV.OUT=577.02 e\ \ \ BRG�S 88°02'20' E A PROPOSED VASTU GATE 1 - _A \11 \ _� _ .� \ CLEN=227,71' �P-2ooq-auesD 1 �� 0'A \-58y_ h \ \ \ © PROPOSED 5'WIDE SIDEWALK z,l pLy-.rGF (iLFi: uni.,gru,( EXISTING ENTRANf:E - - - -\\\ \i \ \ O \ ` _ A PROPOSED DOUBLE CHECK DETECTOR INGRESS/EGRESS EASEMEI.T \ ��� \ \�C \ \ ~ \ �- ASSEMBLY (IN UTILITY ROOM) (i 11%n.o.�.1.� WIYy (ia.+n i*lc w�l DEED BOOK 2386. PAGE 698 (PLAT) \ �5 k \ \� \ -° \ ` ��2 \` w„ 1, _...--- _ _ I L Al c vi ( z off °° \� \ \ - - - PROPOSED VDOT DI -I w112 HDPE OUTLET PIP :i EI' ` +IT �.• _��.___- ®PR - E -A1C EXISTING SEGMENTAL \ EX IV -----�-�= . RETAINING WALL EXIST OL 590 88 -- _-__ -- PROPOSED SPOT ELEVATIONS BLOCK RE BENCHMARK: , \ \ \ \ "CO \ \ ` �� TOP=580. 18 _ FIRE HYD., RF BONNET BOLT; 1 I I� \ r- \ \ NC' ! ----EXISL DI. STORM WATER DETENTION I _ �' J \ ` \ �`\ "- TOP --588.43 12"fNV IN=576.61 mow! .,_ EXIST. STM.MH �_ AT BIRNAM BASIN 11400' ELEV.= 591.46 _ - r �� \ ��\ 247NVIN=579.90 USGS DATUM PER B. AUBREY ■\` �. \ ` \ ` \ �� TOP=579.53 { S�. _ INV.OUT=579.03 24'INVOUT=575.76 INV.IN=574.83 xuvL ExwL Ex 112 HUFFMAN 8 ASSOC., 2002 - • K `` ` '`\� \` \ \ 580 ` INV OUT=574.73 20 B WA UNE 18 \ \ � ` IXIST. SAN. MH RADIUS=410.00' DE20, ED %ER ' �_ + EXIST Dl. Ea•v 00/r2365 P ESp7 s -_t �. ±�=- _ _ TOP --587.78 TOP=578.80 AGE69? -'c ' (SED 20' 587 /"� \' ..> `INVIN=575.98 L=35.0 EXIST. SAN. MH R� EES14T \ / \ INVOUT=575.83 EXIST Dl. 129NVJN=574.35 R=35.0' O �"WL TER LIN W :. \ 5(fg I - _ - _ 24"INV.IN=573.71 G=88°23'56" �1 - /WA 8• D.1 D \ 2' C _ TOP=583.52 TOP --589.46 �sj.""_ PROP. �L �\ $ _ _ - - 249NV.OUT=573.70 BRG=S 36°50'11" E I � $ \\ \IX. 12'RCP� INV OUT=583.9! " 6)r'SS' - �� I C' 589 1NVDUT=578.12 - - - - - - - - - - J \ pROR 1- \ �\ ` //i,� -<\ ..m -519 too EXISTING �. / �'� - - S s a �\ - \\ �\� '� e :2/ 1 �--- - r - -- - _ EK24"RCP 518 - OFFICE`�SNE�S�T=�laRVW _ BUILDING / rxs xly \\ -- - L . ., 585 _ � 49E -FSS - WL Er wt -- NOTES: "1 EXIST Of. - m _ _ TOP=593.02 \\ \ -YSs /gRy�?tr\� N _ - ==_T0 EXISTING / 1. OWNER/DEVELOPER: \ _ ° GLOBAL COUNTRY OF WORLD PEACE INVIN-:186.92 ` - #\ \ �g I \ - RIP-HAVC�-\ \ / \ \ IX SAN. ,� 10 .-,�. - �\. /HANDICAP 'll 1900 CAPITAL BOULEVARD INVOLIT-586.82 \ \ - Exss \ \� \ \ '\ \ LATERAL - �y 0 \ \ ACCESS MAHARISHI VEDIC CITY, IA 52558 I 1 � Y` 1 � \ � OFE ?o, -° \ (REGRADED 1\� I t 1 ° \ ' I 2. PARCEL 10: 06100-00-00-028AO; LOT B EXIST. Of. I \ \ \ g O S \\ ' `'� EXISnNG [MIN \ TOP --59226 \ \ 4' ,; 8p \ C3' I _ 1 ,� 3. FOR DEED REFERENCE SEE: DEED BOOK 3100, PAGE 488 I \ \ \ _ '1Y� -� `°)' �� 04" "�R \.. \ 1 1+i` I 11 1 I EX. 15'RCP \% 4. AREA: 1.53 AC; ZONING: Cl COMMERCIAL :� INV.IN--58506 I \ \ 1 1 OD _ �J' \ \, ?3cpIT 4/, \` ! \ E ISTINC TEMP RAR F I c�I' .: I 1 1 I' II INVOUT==584.9 "w. Q �SS ��l SFDIMFAIT T P- I I fll I 5. SETBACKS: 50 " I 1 t - 6y'T r ( I TOP -577.21 5 \ \ 1 \ 0 .7 ij `t\ \ r• A(�+ , \ - N ;3, i I I I I I I I EXIST. - ADJACENT TO PUBLIC STREETS - 30 \ \ l•E '�- ?rp \ ASPHALT I I I y I n1 INV.OUT=573.56 II (10' PARKING SETBACK) \ 1 /° I PROPOSED .K \ `� <q PARKING LOT / \ \ \ 1 -a4 /J _, - 585- �\ �-t j� u , -ADJACENT TO RESIDENTIAL BRURAL AREAS -50' j I \ \ 1 2 -STORY BUILDING � •'-� � \ •�\ S•� \'- - h� Q\� / � -- � I I I 11 �_-SHADING DENOTF_S CRITICAL • r SLOPES (25% OR GREATER -(208 PARKINGFFER SETBACK)EQUIRED HERE ADJACENT TO�,y1U1 v1I -J \\\\ \\\\\ 1\ I 101'-4%'" 50'-2ys" ' SS g 8 .74 `� h q _ _ - 6, / l�/��_SL _ SII li 1 ) TM 61, PARCEL 26 " 10,178 GROSS S ft. PROP. CG 12 RESIDENTIAL 8 RURAL AREAS Q \ , 1 1 q. • t. O O S. BUILDING HEIGHT: LOT A I I' P�j, \ \ \ \ $ A , 1� FFE = 591.50 1 L t 2a� \ I I ! ! I I I 1 ^ I ! APPROXIMATE MEAN BUILDING HEIGHT: 2Tt 9`N \ 1 1 \ t O' / / 4 ) I III I I_ APPROXIMATE EAVE HEIGHT: 2Z4; VIRGINIA LAW FOUNDATION '. ps \ - ) /,(}� ( I y pR 1 \ 11 \ \` / \ cRAss cRANNE wr I !�jz O Xb RIDGE HEIGHT. 32'1 ZONED: C1 ! \ \ $ .., n+\CI-, -- -- �4. - _ ��- S. r \ ` CIO 6'RERFORATEDUNDERDRAIN I I t TM 6I, PARCEL 28 CUPOLA HEIGHT: 42t PRESENT USE: OFFICE BUILDING j 11' \ \ 1 \\ o o \ PROP. CG 11 I O LOT 7. PROPOSED USE: OFFICE AND SPA I 8. MAX. NUMBER OF EMPLOYEES: 151 - J /+ "x , 1 I I \ • -( \ \ \ ! y 1 9. FOR THE OFFICES 113T FLOOR(: 20'STORM SEWER ESMT. j \ `, l 'In' 9 M ''I ALBEMARLE HOUSING m l l I` 1< ' \ ° TYP- 7 1 1� I 1 ASSOCIATES LP OFFICE - 1 SPACE PER 200 SQ.FT. OF NET OFFICE DEED BOOK 2366, PAGE 692 (PLA'7) / \ 1 1 I I \ \ '• �F. s� / / / j 1 k III ZONED: PRD FLOOR AREA (80% OF THE GROSS FLOOR AREA) \\ 1' (� (( A\ I c /� \ .,L '�� i �� \ 11 I I y7I Y �R CTT y A i lI PRESENT USE: THE GROSS FLOOR AREA FOR THE OFFICES IS 5088 \ 1 ( \ y 3.5'R ! \ (I a rl c i II O ! II I MULTI -FAMILY Q) SQ.FT.; NET OFFICE FLOOR AREA = 5088 X 80%= 4070.4; \ I I 1 I 1 ( I 591 38 �,� M $' •�. `Sg _ _ \I '�' : I " I I I I I Ib 4070.4 SO.FT. 1200 SQ.F7. _ I I \ RESIDENTIAL (, FOR THE SINGLE 'DWELLING • ROOM 12ND FLOOR) : \ ' I ( ! I 1 �0, L 70,E ASPHALT 1 I ., - PARKING LOT DWELLING USE: ONE SPACE PER UNIT... 1 UNIT X I SPACE PER UNIT =1SPACE PARKING EASEMENT 1 r ` 1+1 I- 1 ( ) CXIS /NG SOIL FOR THE "SPA" AREA (2ND FLOOR) : DEED BOOK 2388, PAGE 698 - _ ! I 1 1 I ` i I T .K TLE \� \ 1 \ \ _ ! ! ° I � a+ I I PROP. C0.11 V 1 SPACE PER 125 SOFT. OF USABLE AREA. 2700 SQ.FT. (USABLE SPA AREAY125 SQ.FT. = 21.8 - 22 O I I 1 C``- - _ _ - S \ „ : 1 1 ! ! _ SPACES L J �1' \. ___ 1= _=' _ -- _ `' ) / ' -_ y95� EXIST SAN. MH j I I N .0 -.. _ TOTAL SPACES NEEDED: - I i _ .. _ _ _ c- =.` \ = = _ ` _ _ - ' - , I t S 1TOP=577.40 I I ' L 21 SPACES + 1 SPACE + 22 SPACES = 44 SPACES SHADING DENOTES CRITICAL \ A ` 1 _•- .t _ x - _ x ,f - - - / - I lid INV OUT=574.66'- 10. PARKING PROVIDED: M, INCLUDING 2 WC SPACES 49 - ,� . - - L 5 ( SLOPES (25% OR GREATER) - �- _.'_, - - 7 -�•� _ _ _ �, _ _ - _ - _ �=L- L t ! I I 0 wl PARKING EASEMENT ON LOT A) \ \ 1 9 0 9 _ _11. c PROP. CG -12 -i 11. MAX. IMPERVIOUS COVER: 0.73 ACi (47.7%) -- -- ---- --- ---- --- _ -- - c�, 20' UNDISTURBED BUFFER �' m 1 / �A g EVERGREEN TREE BUFFER J / CONSTRUCTION SETBACK �i / gA / h� 'yam TO REMAIN /580 N ' 32 5't I I I `� > A 12. ALL SIDEWALKS ARE CONCRETE UNLESS NOTED g `D m N m a 'o O j� h0 20' PARKING 8 I l i Q I ( a+ OTHERWISE. 1 1 \ 1 j °` $ EXISTING MIXED DECIDUOUS , b 6 / 5 h 8 T EXISTING - ,T 0 3 13. ALL PAVEMENT IS PLANT MIX ASPHALT. _ ^ 14. OPEN SPACE: 0.80 AC* (52.3%) i / i ) / / / l / '°jb // / / / 5 h° / PAVEMENT--� 0 cd 15. NO LANDSCAPE PLAN NEEDED; MEETS . }� ENT -[ U REQUIREMENTS. �' / _ r - r. - _ - - _ - ' / / / / N 80°2344 W / 323.31' . ./ I \ \ \ \ -! \\ Ti I 4""4 4� QJ 16. BUILDING SEPARATION: / / C / / - r �' �'' / X f 1 Q ! I 4., 1 1 I \ f \ SHED I SHADING DENOTES CRITICAL nl' m I +•°' i ADEQUATE PER SECTION 21.90E THE ALBEMARLE \ \ 1 / \ l l - (SHED I ,' SHED,' / \ ) ILII rn li N OJ (is COUNTY CODE, SEE TABLE 401 OF THE BOCA BASIC L \ \ \ \ \ \ \ \ \ \ \ \ \ 1 ( ) SLOPES 25%OR GREATER I BUILDING CODE 1994 EDITION, OR ITS EQUIVALENT IN \ \ \ - '" - \ l I / 111 "1N Q E THE CURRENT EDITION OF THE BOCA BASIC BUILDING \ \ \ \ \ \ \ \ \ \ C C I/ \ \ \ 'K I Ir I' PRE LI M I NARY SITE PLAN 0 Iv CODE. TM 61W1, PARCEL OA -34 \ \ \ \ \ \I\ \ \ TM 61 W1, PARCEL OA -35 \ TM 61 W1, PARCEL OA -36 TM 61 W1, PARCEL DA -37 TM 61 Wt, PARCEL OA -38 �:1� I j SDP 2007-50 U V Q 17. THE PROPERTY SHOWN HEREON IS LOCATED ON FIRM \ \ COMMUNITY PANEL 510006 0278 D, DATED FEBRUARY 4, HAO Or JIGIAN HUANG FAN �\ \ \ \ LAWRENCE or DARRAH SEAWELL \ WILLIAM J. Gr JOYCE E. MARTIN WALTER F, III or JENNIFER MEGONIGAL / JEAN KIKER °� 2005, AND LIES IN ZONE X, AREAS DETERMINED TO BE ZONED: R4 1 \ \ ZONED: R4 ` ZONED: R4 ZONED: R4 ZONED: R4 \ 1 \ \ I \ I I I ( VICINITY MAP OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PRESENT USE: DWELLING 1 PRESENT USE: DWELLING \ \ \ PRESENT USE: DWELLING PRESENT USE: DWELLING / PRESENT USE: DWELLING 18. THE PROPERTY SHOWN HEREON IS NOT LOCATED 1 1 ) \ \ \ ) 1 / / / O Qi WITHIN A RESERVOIR WATERSHED. 19. THE FOLLOWING ITEMS APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE GRAPHICALLY p SHOWN HEREON DUE TO A LACK OF ADEQUATE DIMENSIONS OR A METES AND BOUNDS DESCRIPTION: - VIRGINIA ELECTRIC 8 POWER RIGHT -OF -WAV, RECORDED IN DEED BOOK 1957, PAGE 640. NOTE: - PARKING EASEMENT, RECORDED IN DEED BOOK 2388, CRITICAL SLOPE SHOWN HEREON WERE 1O PROJECT NO. 206064 PAGE 698 CREATED AS A RESULT OF GRADING DWG. DATE: 5-14-07 20. THE SPILLOVER OF LIGHTING FROM PARKING AREA CONNECTED TO PREVIOUSLY APPROVED j BOUNDARY SURVEY SHOWN LUMINAIRES ONTO PUBLIC AND PROPERTY IN FINAL SITE PLAN, SOP 2000-007, AND MINOR DESIGN BY: RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS AMENDMENTS TO PHASE II, SDP HEREON BY B. 00-069, AUBREY HUFFMAN 8 SITE 4 SHALL NOT EXCEED ONE-HALF(112) FOOT CANDLE. DATED MARCH 27, 2001. ASSOCIATE i, LTD. DRAWN BY: NV 21. TRAFFIC GENERATION: 118 TRIPSIDAY, GENERATED BY - _ / - APPROVED: DLC SCALE: AS NOTED SHEET NUMBER: C-1 OF 1 SHEETS w 0 PLTH OFV A DAVID L. COLLINS Z GAeZG- 2497,E DEED BOOK 2386, PAGE 698 (PLAT) TRIP GENERATION, 7th Ed. AND BASED ON 10,178 sq.ft. GROSS AREA, SINGLE TENANT OFFICE BUILDING. 22. PER THE PREVIOUS SITE PLAN FOR WHITEOOD 0' 20' 40� 60' W' OFFICE PARK, THE BUILDING TO INCORPORATE ROOF DRAIN BMPs PER THE STATE BMP MANUAL (3.10-6). PROPOSED CONTOUR INTERVAL = 1' 1O 23. THE TOPOGRAPHY SHOWN HEREON WAS FIELD RUN BY EXISTING CONTOUR INTERVAL = 1' JOHN McNAIR 8 ASSOCIATES IN OCTOBER, 2006. TOPOGRAPHIC FIELDWORK PERFORMED OCT. 5, 2006 BY JOHN McNAIR & ASSOCIATES -- Z w 01 Ad W Z (� y Z r O w Z Z Ld � d U w � 0 w p U w M p m z z O z tA Iy p 00 •V i m N I � 0 (u a rn E LA w > p N I= O U Q C31 0 W T w ltj Dt 3 I � >✓ ! m E c Z u rmm� O m <w U CD 0 a PLTH OFV A DAVID L. COLLINS Z GAeZG- 2497,E DEED BOOK 2386, PAGE 698 (PLAT) TRIP GENERATION, 7th Ed. AND BASED ON 10,178 sq.ft. GROSS AREA, SINGLE TENANT OFFICE BUILDING. 22. PER THE PREVIOUS SITE PLAN FOR WHITEOOD 0' 20' 40� 60' W' OFFICE PARK, THE BUILDING TO INCORPORATE ROOF DRAIN BMPs PER THE STATE BMP MANUAL (3.10-6). PROPOSED CONTOUR INTERVAL = 1' 1O 23. THE TOPOGRAPHY SHOWN HEREON WAS FIELD RUN BY EXISTING CONTOUR INTERVAL = 1' JOHN McNAIR 8 ASSOCIATES IN OCTOBER, 2006. TOPOGRAPHIC FIELDWORK PERFORMED OCT. 5, 2006 BY JOHN McNAIR & ASSOCIATES -- \-!"e •' �, r( KEY NOTE LEGEND Q QA PROVIDE SAWCUT IN EX. PAVEMENT PROPOSED HANDICAP PARKING SIGN X'' -584-- , 7/\ 1V i ' 00, `Zh'1.9 Q PROPOSED DUMPSTER ENCLOSURE PROPOSED RETAINING WALL N Z 683 I rQ��l\l \; \ �L PROPOSED ADA ACCESSIBLE RAMP BOUNDARY SURVEY SHOWN 0 w D PROPOSED CURB OPENING OUTFALL f HEREON BY B. AUBREY HUFFMAN & w/RIP-RAP ASSOCIATES, LTD. (n \ \ SIGHT EASEMENT �\ \ •" �\�,� ass 1 r�� ` \ v �\ DEED BOOK 2386, PAGE 698 (PLAT) ©PROPOSED SANITARY MANHOLE PROPOSED DOGHOUSE SANITARY MANHOLE SLI J V DEED BOOK 884, PAGE 169 (PLAT) \ EX�ST. DL m i!1\ \\ \� \ \• TOP=583.98 �17Sp/\10 SOS \ �\ 0 PROPOSED VASTU FENCE \ I' /NV.IN=578.83 �NG •� RQ -562-� /Qn\� INVOIJT=578.78�, I. �\ �Nr,�\ "!/fj + ` ��._. f � � \ \ A PROPOSED T WIDE CONCRETE SIDEWALK © PROPOSED & CONCRETE SIDEWALK 20'STORM SEWER ESMT. \ 24Rr- `PJ �� WIDE 8 DEED BOOK 2386, PAGE 692 (PLAT) \�r� �� b �F `•\ EXIST. DLA \"'�= TOP=581.50 PROPOSED RETAINING WALL w/ ©PROPOSED CG -2 GUARDRAILING(MAX. HEIGHT =8't) O12'1NVIN8 z . 24'INV/N8 X585_ 2411 CUT=577.02 C :ir`a/` : / x \ \rte • ' Q,,•' „�'"�- \ \ R A�4L' 03 APROPOSED CG -6 A QPROPOSED VASTU GATE= ©PROPOSED T WIDE SIDEWALK ♦✓ M o m \` y _ 7�BRGI ' \ \y OWDZ20' E ''-� �_ < PROPOSED DOUBLE CHECK DETECTOR ASSEMBLY O H GJ Q rn E °u, INGRESSlEGRESS EASEMENT I /, /; \ / i \ ,/'*eQl. •. ?! C LEN= 2�7.T .,.... N o „ c-�\• R\` DEED /" \� BOOK 2386, PAGE 698 (PLAT) I / . 1, I_ _ >- \ ' \ �`�, ... ,\ ...,. �? • 1 \ '� `4" Q - R % \ 4* \ EXlSTiNG .SEGMENTAL -. . ._ 0 PR E ____ _ K PROPOSED VDOT DI -1 w112 HDPE OUTLET PIP - -'-" -- -_ ` ^- Q - 2 E o � BENCHMARK: _ , - �-. \ ` ` \ \ \-.. ` 2 I. �! >(pg 1/x-4- ciO� r 11 �\ ISI I -' �` \ a ` r BLOCK RETAINING WALL _ -_ __. .._._ 590.68 �� EXIST Al. /V��� x PROPOSED SPOT ELEVATIONS TOP=680.STORMWATER DETENTION 1576.61 W c a u T 4 0 a FIRE HYD., RF BONNET SOLT; ELEV.= 591.48 �'eJ \Ory 1 \ - \ Q 7 ' \ sn'� r - - "'`e \'� <K \ "ts ra'>' EXIST Dl. .2 r_ ,-- EXIST. S7b1MH AT BIRNAM BASIN 11400' �. TOP -585.43 24"INV IN=579.61 m -. wS' '"►► TOP=579.53 L cn 3 I p E USGS DATUM PER B. AUBREY HUFFMAN8ASSOC., 2002 _ - \' :. s , ¢ % ,Iti, F i ,,., ': '•- ` ��\'•- JNV.OUT=S?9. U3 - G RAISE AND I 24"INV.OUT=575.76 � INV 1N=574.83 !t •�tT41 �� rxrn - _ •a.+ rn `-1 K " 20, - ` `� _S �� � �..-\` ��\� ,� -REALIGN TOP 20;, QED W!?TERL/7yFE �K?366, �INV.OUT=574.73 r!\ _ - EXIST SAN. MN RADIUS=410. -EXIST. D1. `_ 00• Z � LA 3 a � �. ,<-,r A U P SI/!, 9 \ - - J� , ` '1r'E09 /� \\ WA S ••� - ? 7) �. 588.50 `.,: \ 7'OP=587.78 TOP=578 80 L-54 0' lNV.IN=575.98 i2'lNV.1N=574.95 •� INV OUT=575.83 EXISL Dl. !-3�5 Ji cc G O o EXIST SAN MH - _ _� eylyc SOP, 8" D.LP. \4N®\ G Fac ,,,,; �_-- -- I 24"lNV IN=573 7i 3.56" TOP=583.52 1 2 ` .1 TOP=589 46 «- ` �� '7- .Ja, 8pF S S.� • \ INV.OUT=583.91 / 6ts'S^ - ----:� C �I / _ 59p : E pROP. 6_" P`/ 1 Q2 12"RCP-' �\ •\ 24 INV. OUT=5 io BRG=S 36°50'11" E ._... - INV OUT .578,12 `2� "P„_ 1 C LEN�8.80' S J a h� T �\ o F1y.i O EXISTING ?,: / .._-� _ ^ , \�Er \ E, o .- "\ 590 Er D.LP. l \ '-�\; _--..�� -379 i-" - --_ 24 RCP '�J� '^� N OFFICE BUILDING \ / I xwL,�_ \Qp _ _� `- �_ L > \,,- - ' °u, , ss U` �'�_ \ •r / \ \ ` \ 11, G R690.38 \ Ex' 8" PV \ \ x wt _- --AGE- __ wv ,�5�� EXw "- __^WER1RL' e�GSA i` �:.. V,L x tM_ •• x'14 .. .. .m ? i, EXIST. 01.RG / \ \ P txs5 ��` X�\j2wN� �� \� ,.>� �, F ��� �v l _ "/S-...-„_"��• ` \ \ c� TOP=593.021L �i / Ss \ •Ty a}} •y- ' ^- \ `� .. �. _ _ - c - EXIST1rlvG '\ ® u 'o INVJN=586.92 I ',_ \ \ y _ ` -� N ` R1 RAS SIGN---, �\ ' HANDICAP '• \ \ C P'_, EXIST Dl. S)I '•,' \ ACCESS ! '6 TOP=592.26/�'�-\�•�, \ ' \ \ g' 1NV.IN=565.06 I � ( '� 1 \ � \ Tyg1 S' +?• I -� cq �s�\ \ \ \ �h\, I \\ EXISTfNG TEMPORARY SWALE AREA ' / !I {I (i I iCf'�RCPg % TRAP { t. I ....--(Top--57721 E ; • IAN.OUT=584.9 -__'� ! •t \ $S 5� sPROP. J \' a•• \\ \ SM.\ �g SEDIMENT i / i I \ 712i X'r`T� i 1I 6g5- I •' 0 LATERAL EX SAN. I TOP=5 20 O \ ASPHALT F ; 4' 7, \ r I I 1 �J INV OUT 573.56 I / \ \�6p� PARKING LOT I 585' �\ ` j' j 1 / \ PROPOSED 2 -STORY BUILDING ` sl\ [ITERAL \ \ C4 `I __ - 582--' _ I • I -RAGING D_ -,VOTES Cii17CA1 ,'' �`c�c,,. '- ---- -4'R- •� / -" _ I I I I ' ) i SLOPES (25% OR GREATER) 14 I I LT H OF NOTES: 101' 4Yi"X50'-TY8" TM 6I, PARCEL 26 so?�P 1 C� 1x, 10,178 GROSS .R LOT A I L ll\��j�`�t1 1 SQ 5 FFE�591.� O \ , 2 9 �•4 I I ! + / III { I' j -� Bo / / / I II I 1 IIS I I cO� DAVOL.[OWN$ �Pc 'y D 1. �Y° OWNERIDEVELOPER: VIRGINIA LAW FOUNDATION ! �OR09 '� \ \ 1 \' /' .�L, ��\ 16' TYP' \ \ ` / ! III III / t I I y 1 '�+•e9� N0. GLOBAL COUNTRY OF WORLD PEACE ZONED: C1 - 1 l {� \ 1900 CAPITAL BOULEVARD PRESENT USE: OFFICE BUILDING \ \ � • 1 \ ,/ GRASS CHANNEL Lno \ / / (, j I III I ¢ I t T i '; O .e�wtt � CITY, 52558 II 1� \ I „ \ \ 8' UNDERDMIN F,pS 24: J ) ( I ? �` f .p I� O i 2. 3. MAHARISHI VEDIC IA PARCEL ID: 08100-0000028A0; LOTS FOR DEED REFERENCE SEE: DEED BOOK 3100, PAGE 486 I - ---I li:C ro4 , I ^5 20' STORM SEWER ESMT. / ' h i I I �. \ }m e e e o e� s ) - 1 I III II(i 1j11 ` I I Ij SSl ONAL ENG 4. S. AREA: 1.53 AC*; ZONING: Ct COMMERCIAL SETBACKS: DEED BOOK 2386, PAGE 692 ,,�,• \ �t, (P1An I i \\ 1 \ ' \ P. l/)) III II', ! 1 '° 1 \ O I ! I li y 0, - ADJACENT TO PUBLIC STREETS - 30' (10' PARKING SETBACK) 1 PROPOSED RETAINING �;, 1 I \ L WALL (MAX. HEIGHT =4.5'i) I y \ - ` 3.5'R \ V (�N C., \ I \ P 8, P J I ) 1I IIS X \ 4'R 11 W I^ s8s: - ADJACENT TO RESIDENTIAL & RURAL AREAS - 5tY (20' PARKING SETBACK) \ I PROPOSED GUARDRAIL / I' 1 591.38 \ I I 1 ��//////// \--�� 1 SII I qII 1 ! u \ \ \ r + `� `.. ` I { 1 I I I I n 3 ASPHALT ,r - \ I I 1 I I ! I I ri \\N I ••\ I13 V i 2D' SUFFER REQUIRED WIRE ADJACENT TO RESIDENTIAL 8 RURAL AREAS 1 ' I 1 I I �, _ _ ^P� - - PARKING EASEMENT 7 _.-. -- �. 1 h. s /l I �.. ! �+ I h .. O� _ PMKI� G LOT "� > I )� � \ �\ ! 1 {J!/--'J(/'� �`.� _� S. BUILDING HEIGHT: yi, DE BO 238 PAG 698 / ) �\ )( J �`� -\ -\� I 4 / 1 )III II`I / ) \ 1 \E- I '- 4••� APPROXIMATE MEAN RIDGE HEIGHT: 2Tt APPROXIMATE EAVE HEIGHT: 271 �I __� ' I -J" \ O j! { j \ ,JI / l / / j `C�3• �\ w \ 1�\ \ ,p. /' / / YSI ) I - I'^ III i _ I_' '^ , , /ww HEIGHT: 32'1 HEIGHT: 4237 _ 1 _ L•J-. 7, STOCKPILE 1 l f' \({ I y EXIST. SAN. MHNRIDGE / +! 'PARAPET I \ ._ II`M . TOP -577.40 7. 8. PROPOSED USE: TRANSCENDENTAL MEDITATION CENTER MAX. NUMBER OF EMPLOYEES: 15t t- _`______�,I_\ \•`.. + �^- -� , •", .. _ _ _ "'�•-+,�`"' -. _ _ y _ _ L B ' _ •_,- J _ _T 1 yl) II, S; IINVIN=574.70 Ii O a 8. PARKING REQUIRED: 40 (BASED OF OFFICES, BUSINESS, ` .� _ _ ` - - SHADING DENOTES CRITICAL \ �• SLOPES (25% OR GREATER) \� x x 1-- x `\ _ _ - _ ^ > _ J I I i - '� I I� I. iNVOUT=574.66 -,� x -s � __- � '1 I I 1 Q _ tty 10. ADMINISTRATION & PROFESSIONAL ...) PARKING PROVIDED: 52, INCLUDING 2 WC SPACES (56 w1 _- - \ _------- - - - \ � T / _ _ _ -- _- -- ___ __ _- _- __ e _ �_ u. %ay c59�' l9 y9'D y9 0/ - g m -� '?a �+ y <i - - / -�- / / i '' J 1 ,11 �. I 4� 'P'� 11. PARKING EASEMENT ON LOT A MAX. IMPERVIOUS COVER: 0.73 ACt (47.7%) m a. ��' / ! u, , / 20' UNDISTURBED IN . 1 /7 / / / / b / / / r 20' PARKING & i _ I Ill a 9 -. EXISTING FENCE - I +'7 I m I CONSTRUCTION SETBACK y`D' y`3 .yb �i TO REMAIN 680 " 32.5'- _ ! I{ ! r - O a) 1•.+ i •� 12. ALL SIDEWALKS ARE CONCRETE UNLESS NOTED OTHERWISE. i l i / / i / / l / i "y6h / / • yam• / t { 1F'AVEMENT Ij I i / / \ l / / 1 I I Q LTI O tS 13. ALL PAVEMENT IS PLANT MIX ASPHALT. -- _ _ _ ''� Tom' _ �'� �'�-�-/' T / � J _ - r - - / / N80°?3j14'W ." 1 i I, K �'/- - - - - 1 - - -`�• - - ."'� -•I� -� 323.31' 1 \ L I CJ 14. 15. OPEN SPACE: 0.80 ACt (52.3%) NO LANDSCAPE PLAN NEEDED; MEETS � __ / � r � r � � - � - " � ,� "' / l / T / / / ' Y r / / i / / I I \ � � \ � '\ , i! I 1 ,.. ( ' \ `° ! /, Si 1 ' '�' 4� }� � 4.+ REQUIREMENTS. / / / / ( 1 SHADING DENOTES CRITICAL I I ( ) 1 1, i SII I ti !111 F', 4 + >•- IV fz 16. BUILDING SEPARATION: L \ \ \ 1\ \\ \ I \\ SLOPES (25%OR GREATER) 1 / 1 I; ! y!11 1 ! o i 11 / I I' ' 1�1 C ADEQUATE PER SECTION 21.9 OF THE ALBEMARLE �I \ \ / \ l I \ \ I i 1 \ / I. O OJ COUNTY CODE, SEE TABLE 401 OF THE BOCA BASIC BUILDING CODE, 1994 EDITION, OR ITS EQUIVALENT IN \ \ \ \ \ \ \ \ ,\ I \ \ \ \ \ i ! ! j 1 (� -t THE CURRENT EDITION OF THE SOCA BASIC BUILDING TM 61 W1, PARCEL OA -34 \ \ TM 61 W1, PARCEL OA -35 \ \ \61W1,- I \ \ r I �\ \\ \ TM 61 W1, PARCEL OA -36 TM PARCEL OA -37 TM 61W1, PARCEL OA -38 I - �� Q CODE. HAO Of JIGIAN HUANG FAN \ \ � � LAWRENCE Of DARRAH SEAWELL \ WILLIAM J. Of JOYCE E. MARTIN WALTER F, III or JENNIFER MEGONIGAL / JEAN KIKER /(�' II" n 1 �1 � 17. THE PROPERTY SHOWN HEREON IS LOCATED ON FIRM I ZONED: R4 \ 11 \I \\ ZONED: RAI \ I\ \ �\ 1 ZONED: R4 ZONED: R4 I / I ZONED: R4 -" I '� VICINITY MAP "- COMMUNITY PANEL 510006 0278 D. DATED FEBRUARY 4, PRESENT USE: DWELLING 1 PRESENT USE: DWELLING \ PRESENT USE: DWELLING PRESENT USE: DWELLING / PRESENT USE: DWELLING 2005, AND LIES IN ZONE X, OUTSIDE THE 02%ANNUAL CHANCE LBE FLOODPLAIN. I O Q) I I I I I I / / ♦1 18. THE PROPERTY SHOWN HEREON IS NOT LOCATED ( I I i 1 1 /� / WITHIN A RESERVOIR WATERSHED. ( �J 19. THE FOLLOWING ITEMS APPEAR TO AFFECT THE v SUBJECT PROPERTY BUT CANNOT BE GRAPHICALLY SHOWN HEREON DUE TO A LACK OF ADEQUATE�Mvo PROJECT NO. 206064 DIMENSIONS OR A METES AND BOUNDS DESCRIPTION: • VIRGINIA ELECTRIC &POWER RIGHT-OF-WAY, RECORDED IN DEED BOOK 1957, PAGE 640. o DWG. DATE: 5-14-07 - PARKING EASEMENT, RECORDED IN DEED BOOK 2388, DESIGN BY: PAGE 698 SITE 20. THE SPILLOVER OF LIGHTING FROM PARKING AREA DRAWN BY: NV LUMINAIRES ONTO PUBLIC AND PROPERTY IN AL RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF(1/2) FOOT CANDLE. SCALE: AS NOTED 21. TRAFFIC GENERATION: 118 TRIPS/DAY. GENERATEDBY. 0' 20' 40� 60' TRIP GENERATION, 7th Ed. AND BASED ON 10,178 81 GROSS AREA, SINGLE TENANT OFFICE BUILDING. ,�a•!"� d'' 2� SHEET NUMBER: 22. PER THE PREVIOUS SITE PLAN FOR WHITEWOOD<Y OFFICE PARK, THE BUILDING TO INCORPORATE PROPOSE) CONTOUR INTERVAL = 5' EXISTING CONTOUR INTERVAL = 1' T c- 1 ROOF DRAIN BMPs PER THE STATE BMP FIELDWORK PERFORMED OCTOBER 5, 2006 OF 1 SHEETS MANUAL (3.10-8). NO BY JOHN McNAIR & ASSOCIATES ISCALE SEE TM 81