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HomeMy WebLinkAbout029-95 Macedonia United Methodist Church - Shawnee - Backfile (2)712 715 I Ian rn EB GLENN M. BORROR I DB 199 P 514 G.P.I.N. 76-A-33 _ _� �_ 700 _ (ZONED RA) (USE -FARM) I D WQ I M HYDRANT I _ N 55 *10'58" W 706 , 00 - - -_ 12.53' - - - - ---- - - - �► N 33'13'49" E 6 80'-Z4• >< It Of 12% Vw OOrii>la 05'-9 11f =11% CULVERT 2 CULVERT 1 MACEDONIA CEMETERY \\ \\ \\ ASSOCIATION LINE OF EXT•G. PAVING \\ \ \ \ \ 7.10 AC. (ZONED RA) \ \\ \ \\ \\ \\ CEMETERY \\ \ \\ \ \n 1 12 1 \ \ LINE OF EXT'G. PAVING \ \ \ \ \ EMSTiNG WATER LINE 20 \\ \\ \\ CkA M�,ttK \ \ N 41 *N \ NN w� \ \ \ ODC&I� 11t� \\ \ LINE OF EXl"G. PAVING `� \ 1� Mf7�8.10 \ r\ O �OO�R 5 \ NS ORST 0�`119 A \ REWORK DRIVEWAY 3 �S DOOR", ra \ FOR TURN AROUND 6 !a p Alp E ,1g ro Q�Z \ RI d drinn lk f 7 �'8 gP `�T.1A".4 \\ \ \ 5 ° h \\ \ \\� 2 SHOUIDER AND DITCH DETAIL \ - 1 -�4 . �s ND MU o. TO If 17 33 1a \ \ \ 32 to S4 30 H.C. CRYM 11 \ \ 0 $ LINE G. PA r 80'- 24' I ld call;>,12X \� \ \ \ � �1 °a"°wAle a 76-A-49 �\ \ r DO'-' o cr. fwks AT 0o 15 95 001101 r r r r r r NEW SIDEWALK + r OSED �N fl. s " EXT'G. 1 2 CaR� A5 + Ate` O 235 ZONING -RA EXT'C. PAVEMENT TO BE REMOVED ��`�� \ 12 41 USE -FARM �\ ` �\ x 1 lot PARKING CALCULATIONS PARKING REQ'D = 1 FOR EACH 3 SEATS �C'���`� `INN x de TOTAL SEATS = 200 3 = 67 CARS �O ~`� PARKING PROVIDED = 68 CARS + 4 H.C.oxx \ 522 s4a PARKINS 5 MILLS L KESIDE• p E TATE.S " _ aA zs <. at WAKELAND bAANOR Maced sacrt !, FAACEDON� 7 M 4 ACRE 642 - LOCATION MAP NTS A 'IAR AL IGNATURE: 312 �' G (FREDERICK (} UNTY ZOl ING ADMINISTRATOR) (DAT ) SECTION A -A gr �O u,AWnZ -� =V >>3: O%0 W1400, ,+nAwntN �' D VOD0 u,r►�wNp -4 CA :p �oa+�Vo,�cnis �wr� � -4D r « morn « « « m =m �v mw(Am(A 'QOv - �OWCAwv*VVr �''-'O V--0-0uN0aw�.►� fI�CD W(�W 0— �.� N p-4Z a"p �EnwNO•w_.Or G.,�• b �� _• • • • • • N • ,0 t- _ ty • • • .0 A • O W w N w `, N Z AV WOWAOV�sNtJ C "=�yj►NNOVAW U4. - C �D .ApaUo.pNm00, W w --�Zn OD vw�N�w CCA-'a � n c �mrn�rn�r-�� r rn m� mAT1�r'�ir- * a* m C Z a a Z m « a_ 70 -4 .0N rN,,,, _„, O. -4 i7 00 W0.�ONNCD40.0 C71 p►AA Z nrn o Od o N w ..• O V+ tr V O• A cn O N'0" o• N :0 0, w v :o :o . � 2 p N 0, cD co 0• cn v N A ' �O to 6, -' w cr N o a0 -< .�pO �^ c pVOOwwON0.0 ti%00, -�V0,000o140N 0. d --O O. O V O W A V - ct at- x ro JA S BQ INC. `r0. � H K D.B.634, P. 499 �yy�'� Fes\ G.P. I.N .7'6-A-31 ZONED:RP �' `�O� ��zm O�%i-w� G ivy �J oa C* V5B.R.L.>R'D k>yNmD----------Oq// 4Lb`� y� C\ y� ' 0D 0 m Ia' .r oo w p C,i v C7 n I Z D_ 70 50 \2 to w --- m t� m m C O ��+q0 m , Ztn ..�Z tom. Ay,D;V�R-� Nm Qrnrn •��' Otia O I z C4 ... �0 t D Z ,o m -17D Z+ fl -t (`` .Q 3:1 0­4 Z %•' o D — ° Told division line 0Z D z 0 5;D _ �. 0�� O1 b b CC)J y .o N , i'r'• � • -\ vita ®W\ . i �. \ rn c x mac' .,�, G?c old d C cv\ m v n CIQ D O c oo m O E FOR h7 OP� w iv �Q G%' \\ Z rn a m m\ _ n m Z A p m CyC�'Q c"�`'_ - — -`" 'J o p ctiR NO A 642 w N ��` SO � 0, -V Z Q J T gb D y�� D tj co O 0 n� C'y m F, n D r�w=mi Zn Fco }d►� IQC n O— 7O = M m Ci O nm I+mv 70 0 �0 Q o a N Z D D -+ D 2 _o roe, 0 10 X .roy.9 x ; 'ice•' TOPOGRAPHICAL MAP ON A PORTION OF LAND OF MACEDONIA UNITED METHODIST CHURCH LOCATED ABOUT 2 MILES EAST OF STEPHENS CITY, IN SHAWNEE DISTRICT, FREDERICK EARL M. SMEDLEY COUNTY, VIRGINIA. G.P.I.N. 76-A-88 (ZONED RA) (USE -RESIDENTIAL) GENERAL NOTES: MAGNETIC 1993 1. SITE TOTAL ACRES = 4.84 \ ul DISTURBED SITE AREA = 31,013 SQ.FT. cp 2. EXISTING PAVING: 2" OF NEW ASPHALT ��'• TOPPING OVER EXISTING. 3. NEW PAVING: 6" -21A BASE * d- m aI1 w)I;/II �\ e -SM 2A SURFACE U d - - - - - - - - \ r w w ", W --•(4. FORCED MAIN SEWER DESIGN AND LAYOUT TO BE EXrc GRAVEL DRIVE _ - - - - - - - -, Tu use Im ?0 >� SUBMITTED TO FREDERICK COUNTY SANITATION 14 _----- —'� I 1 3.1 \ AUTHORITY FOR APPROVAL. �•� `IMIOVE EXT G. I-STORHouse \\ 713 \ 5. A PERMIT MUST BE SECURED FROM THE Y 1�'� ' \0 BRICK \ HEIGHT - 10'-0' VIRGINIA DEPARTMENT OF TRANSPORTATION (RESIDENCE) BEFORE ANY WORK IS PERFORMED ON STATE o l 712 \\ RIGHT-OF-WAY. �Q \.TO `51 i .� 1 SI (rA - 6. PROVIDE THE REQUIRED PARKING am % 109.e \� \ ` ��`� �\ / .h,,� �� DISABLED SPACE SIGNAGE AS REQUIRED. s � �• � 54 i E)L WF11- '- �QCi\�, `��� ,.--��''`'��•' ro__ ° \\ 7. TRASH IS COLLECTED IN ENCLOSURE 26 3d I it IN 11% �� \ 70a AT THE REAR OF THE EXISTING BUILDING. OS �Os ��''�` `� \ E TOe MACEDONIA UNITED �? I o 0 , / 0 �` `� 7 G. zOM 0c. �P �� �' METHODIST CHURCH \\ 8 EXISTING CATER SERVICE LINE IS PRIVATE ,. � F'Q so L� \ BE REM 4.84 AC. (ZONED RA) /,J/ tip, </ If.- . \ >I �� • HANDICAP RAMPS IN ACCORDANCE \ 1n mm w I \ i�/ VDOT S STD.CG-12 SPECIFICATIONS 70-P \ MAY BE REQ D AT DIRECTION OF aOJ 5 ,tee VDOT INSPECTOR --------____ ___ o HANDICAP SIGNS TO BE INSTALLED ------- _ \ AT EVERY HANDICAP PARKING SPACE 9 ----•_ _ 29. __ -'�,_ \ HEIGHT OF SIGN TO BE 6'-0" FROM R �'�.� • - - _ _---_ --- _ TOP OF CURB TO UNDERSIDE OF \; �.� '6'` ` s 3s• 3'S _ - - - - - _ _ -'�VAN ACCESSIBILITY SIGN BELOW H.C.SYMBOL 15 ,10' ' S�; 9, ` \ .r'P1" ;Axe SITE PLAN 76 -A- 86 -'_ --- _ _ - \w``1 SCALE: 1 - 30 ZONING-RAmm mum ''�°' USE -RESIDENTIAL � 4A` Q .. . I1/4'. 1 1m. 31a'B b r � CG C27 t�D co H U Cn U A a � w E—i 00 u Go W c0 �E-1-•+ C\2 U � w z Z Q+' > W 1i••-i Tz WW1 .� O *$&LT'H 0 f ca yP r� _ 000 E MCCIURI U A it- many .A DATE: Iola e,1ao4 REVISIONS: OCPomm 19, 19" 101�f 11, lli6 It m 1111� 6,1s>fl maIlk m SITE PLAN i I GLENN M. BORROR I DB 199 P 514 am pig w4w G.P.I.N. 76-A-33 (ZONED RA) — FlRE HYDRANT (USE -FARM) EXrG. I N 55`10'58" W -'--�., 12.53' N 33'13'49" E 13 ' 106.37'\ 4 95'-9d I It =11% CULVERT 12 , 712 700 flI IIa►.— — � — 715 ti 706 — �— — — — 70 8 4t 11$ cri i 2% AH167 mm 706 CULVERT # 1 \ \ \ MACEDONIA CEMETERY \', ASSOCIATION LINE OF EXT•G. PAVING\ \\ \\ \ \ 7.10 A C. \ \ \ ZONED RA \ \ -k �^ CEMETERY \ \ \ \ 12 `I \ 1 1 of 1 1 1 Ig \ 1 \ MAD CII m in 11 1 � \ \ \ � aot� n®ore emttol hate \ \ \ \ so ae net to obetroct he 1 21 \ \ \ atIhimTw. SAOULDER AND DITCH DETAIL Igo scat \ \ \`\\ a \\ �/c:��� gyp\ \ \ CuLyn? it V-24'Ildmpd2% \ \ ARM co" OP \ �� 76-A-49 ZONING -RA EXT'G. PAVEMENT TO BE REMOVED USE -FARM \`V PARKING CALCULATIONS PARKING REQ'D = 1 FOR EACH 3 SEATS TOTAL SEATS = 200/3 = 67 CARS PARKING PROVIDED = 68 CARS + 4 H.C. LOCATION MAP_ NTS APPROVAL SIGNATURE: (FREDERICK COUNTY ZONING ADMINISTRATOR) (DATE) \ LINE OF EXT'G. PAVING \ \ pZ '02°' V \ \\ \\ 96-1.0 \ + \ 0 \ LINE OF EXT•G. PAVING-1 \ \ 10b-Ev 10 1fA \ - o \ 14 F1. 15 3 19° FlP5(��-119`p Ham, 11G. r°' REWORK\\ FOR TURN AROUND �/ 11 i fs Wes' 2d Y IQ P Nip p1.EN9.16 GNP \ -gyp. H�' RE1f 4 5 f 1 �Ea t'R• �s 6 #. p PRKING ,All g 15 \ 39 40 25 \ 42 .1 � \ x \ 6 \\ TR \ *4 Q \ \ \ dQ n/ SVw-a� \STRAW \ \\ cy \ r SECTION A -A b 61 At 0� i o r f1 l� s cr FRS NS 00 '� `a 12Z•95 q2x 5 �,�,18 rb -•-- � 1 1.10 � � � � CH ADp1�10N NEW SIDEWALK } +' OpOSEO CN (l• g" EXrG 1 Z pR 4123 pa11` 3� 45' +�\\ + 2,g5 MA BP��T t~ t FRS GgNss PREP114.16 111.Z + 1� + As \ ° 5' ►ax 4 116 SL NEW PAVING 55 as N EW P 4 \ 21 A 00 61 HOLE FOR� ER VALVES 0 :,IENCE x 1pq.5 1y,:1 TOPOGRAPHICAL MAP ON A PORTION OF LAND OF MACEDONIA UNITED METHODIST CHURCH LOCATED ABOUT 2 MILES EAST OF STEPHENS CITY, IN SHAWNEE DISTRICT, FREDERICK EARL M. SMEDLEY COUNTY, VIRGINIA. G.P.I.N. 76-A-88 (ZONED RA) (USE -RESIDENTIAL) GENERAL NOTES: MAGWW III► 1. SITE TOTAL ACRES = 4.84 DISTURBED SITE AREA = 31,013 SQ.FT. 2. EXISTING PAVING: 2" OF NEW ASPHALT ` TOPPING OVER EXISTING. 3. NEW PAVING: 6" -21A BASE * d- m a w >r:/il 2" -SM 2A SURFACE IF ON w 0, w — . FORCED MAIN SEWER DESIGN AND LAYOUT TO BE 'G• GRAVEL DRIVE vu ms m TO ME SUBMITTED TO FREDERICK COUNTY SANITATION 1 AUTHORITY FOR APPROVAL. 713.3 KN0VE °XrG' `� \ n BRICK TOR » \ 5. A PERMIT MUST BE SECURED FROM THE 57 \\ 1 HEIGHT - Io —o VIRGINIA DEPARTMENT OF TRANSPORTATION i (RESIDENCE) BEFORE ANY WORK IS PERFORMED ON STATE Ch. 40 \ 55 1 1 I RIGHT-OF-WAY \ 712 I 1 i 712 6. PROVIDE THE REQUIRED PARKING 52 59 \ 51 EX. DISABLED SPACE SIGNAGE AS REQUIRED. rat -%'•.` VE to O WELL \ 7. TRASH IS COLLECTED IN ENCLOSURE AT THE REAR OF THE EXISTING BUILDING. \\ \ PIS 70a ,00 MACEDONIA UNITED �' 8. THE 3/4" WATER SERVICE LINE IS PRIVATE 7 rG 20. CONC. �� METHODIST CHURCH \ \ \\ eE R� GyF 4.84 AC. IN IN STRAW,SALES \ (ZONED RA) � HANDICAP RAMPS IN ACCORDANCE STRAW BALES� � �� �� W VDOT'S STD.CG-12 SPECIFICATIONS \ \ \ \ To > Sr\ MAY BE RE 'D AT DIRECTION OF \ \ \ �o? Q� 5 VDOT INSPECTOR x \ �,, 100 5 INIr?o' --- In o HANDICAP SIGNS TO BE INSTALLED \\ sA� \ 9 � '--------- _ AT EVERY HANDICAP PARKING SPACE 9' --�-- HEIGHT OF SIGN TO BE 6'-0" FROM R, �• _ _ TOP OF CURB TO UNDERSIDE OF s 3s• 3'S - - - - '�__ VAN ACCESSIBILITY SIGN BELOW H.C.SYMBOL g S� 9' \ -`_'_------- ---- --- ---_—_ — --- — _ 49 9' �_- 2 -�� ¢ SITE PLAN SCALE: 1 = 30q Dppmp� - ZONING -RA USE -RESIDENTIAL O t�C�2d+ H � O 5 O w V � w � o H ~ a A V � w Ofl 00 W c0 H- C\Z W � ►z z W z W > U c O Z DAVID E. McCLURI REVISIONS: EROSION PLAN 715 I imrwhum GLENN M. 80RROR I r P_I N 7A—A-33 711 712 (ZONED RA) I (USE-FARM)aw am. I UrG. FIRE NA"T I N 5570'58" W It C3 _ - N 33'13'49" E _ _ nwmm 13 -�` 106.37 4 W-31f I If = 11% CULVERT 2 CULVERT 1 \ \ \\ \ + MACEDONIA CEMETERY J \\ \ \\ ASSOCIATION LINE OF EXT'G. PAVING \\ \ \S \ 7.10 AC. \ \ \ \ (ZONED RA) CEMETERY \\ \ \\ \ \ J\ \ 18 1 \ \ LINE OF DrrG. PAVING \ \ I 1 + \ \ \ E)aSTING WATER LNIE 1 0 \ 1 hE 1 � \\ \ � 9g2•�' Y \ � w Ma�K \ \\ 6��� �N .SEE\ N 5 \ NN \ \ N 11 1` LINE OF EXl"G. PAVING \ \ \10 \\\ o \ 1 \ 14 \ r° ° F�-�5 1 sJ19' IL\ REWORK DRIVEWAY 106 �A S1 ?,6 raURN o\ FOR TURNAROUND 3 tP HA11 10 fo-Ij so 10 I d to ob*udTie g � � — pA�O �19�g r° Nlawtlid E� \ RI him ton. '' r� 7 wig r° BA�pEN, Of30JAl'.4s \ � �y SHOULDER AND MCH DETAiL \\ \ ' iilk* ' 1 2 1 P► '`�"G o. 33 18 \ \ \ 32 19 cmvw 11 \ '� \ 34 30 �'- ?( 11t a\ X 35 LINE G. PA 76-A-49 30 + ZONING -RA EXTffi 'G. PAVEMENT TO BE REMOVED �\� �\ 40 USE -FARM\\ \ \\N\ PARKING CALCULATIONS\\ \ PARKING REQ'D = 1 FOR EACH 3 SEATS TOTAL SEATS = 200/3 = 67 CARS �O�\ PARKING PROVIDED = 68 CARS + 4 H.C. \ °' \` 522 OpP D 644 PARKINS MILLS t KESID'E - p,,wE TATES',^ _ * oA i 0 AKELAND 0 MANOR Macedon SA �.' ►,1AD ON F 7 M 4 ACRE LOCATION MAP �r� (FREDERICK C,ol T /1TTAT NTS 9i TcvvL SIGNATURE: �I o� sRsi AT i 15 95 qiX I, �A•T$ Nu NEW SIDEWALK 2} � ypso C + + A S,EN 0bik 0 .a lop � r r r r= , 2 r -ry r r r r N N mom N N n m 2 M cn v► Z Z Z 0 7o Z Z XI tl Qcn cn N � cn in �v N N � N = O Q wCAW N N NN N >p0 V� 0?aa N Vtn N W A„A D 00 tJl4pw0w O— NN Q�Z 0. •-i,1NOw-0O CCU . Q av_-ow v,-�•�_A wA CAN' NoWwN wo_W 02N iA O- Ct� -1 41. D Q;� N� QA. W W �Zi1 �U �.�.'W �N'ota -0- � n - -� m - a - = c - C �m mom „ a Z m m� mnr1� ,r, ��C ,rj �C N m z • 0 N-•a 1T 0 , w � j N M 40 .0 0 AAA -4 n m C7 W 0. N w -• O err O- Vt!1 m o V .0 N 0- N ;0 0- m V :0 p N P m CD O- Cn v r,1 A -C �O tr O- O� _. ^ �•• C pVpOW WOCnO.O Np�.PdO-�VOIO?0ao-OV ©G� /� x ro �t JA S BO INC. ��O 10" D.B.634, P. 499 yy� Ju z v r �" G.P. I.N .76-A-31 ZONED:RP l H _ ___ p�~m O-4C)Vpa'�� �u,-��.�oa n-Wv5'B.R.L.>mD- >:4—>----------0'4%j 4�'b����y�� cr , m M O m a5 � oo � 6, Gi v � �? n 4 - ; i .d .4 G) �' Z m �� a cn n -to C S7 �.fi 0j R ���y mD?�ax i� ' ADD -��Rmo ��D �m .�'� a�0 �� z o `�- � 'mold division line cz D Z 0�D m C) o- - -- - y � x o ;boy z y ✓" �J � �' '' �_ - r0 N Gi to m 7C n \ �� 1 '�Q,' ' !1� �'� 6� `gyp p 0 10 > y 1�n �� Z -- m r > v d ,� fl pp A E FOR �cF� 0 ��q O O `\ a 00 m 3 � D m D OF\\-i'D--- - - - o°'o . m z A O m �/,P Cn�_ __ I+ 14- 0 p c'S' NO. A 642 W a C� DconO ;� vvp2m iw= zD IL ZC > C-4 �m w ►J P0a? ©zcn_o0nZ �i+171 v_O m _z in IL 11717111 x x -j(ya.a V d� SCV ) gb` TOPOGRAPHICAL MAP ON A PORTION OF LAND OF MACEDONIA UNITED METHODIST CHURCH LOCATED ABOUT 2 MILES EAST OF STEPHENS CITY, IN SHAWNEE DISTRICT, FREDERICK EARL M. SMEDLEY COUNTY, VIRGINIA. G.P.I.N. 76-A-88 (ZONED RA) (USE -RESIDENTIAL) GENERAL NOTES: MAGNETIC W 1. SITE TOTAL. ACRES = 4.84 DISTURBED SITE AREA = 31,013 SQ.Ff. 2. EXISTING PAVING: 2" OF NEW ASPHALT TOPPING OVER EXISTING. 3. NEW PAVING: 6" -21A BASE *' r- mom" 2" -SM 2A SURFACE 101 oDolt ", v a'r FORCED MAIN SEWER DESIGN AND LAYOUT TO BE GRAVEL DRIVE l �' �aMESUBMITTED TO FREDERICK COUNTY SANITATION AUTHORITY FOR APPROVAL. o ,`o• 'REE 101E WG. \ 1 71 Z 1-STORY \ 5. A PERMIT MUST BE SECURED FROM THE •� SMCK HOUSE \\ 1 HEIGHT - 10'-0" VIRGINIA DEPARTMENT OF TRANSPORTATION 1 + 01 1 (RESDENCE) BNY BEFORE AWORK IS PERFORMED ON STATE I 1 \ RIGHT-OF-WAY. \� �51 s, \ \ IN,M-4 --______ i rz 6. PROVIDE THE REQUIRED PARKING • ; \ \ ` �8� `\ 531 ;,i DISABLED SPACE SIGNAGE AS REQUIRED. � S i EX. oWELL \ COLi�t r \\ \ no a5'-3d I It xv 11z \` \ \ \ s '"° \ 7. TRASH IS COLLECTED IN ENCLOSURE -./ GIK 4*'. \ AT ITMM REAR OF THE EXISTING BUILDING F+� � o � �cep cc O xi --^ E 4 w c/� � � a V W w ;:ZO 0 a t-� w � V � w 00 V w C° I Z " w w Q H^ V i Z w > 0 FUG� `�' REVISIONS: n/ "o \ \ •N Os ^�°s 1j '\\\�''J" \ \\\ E •roe MACEDONIA UNITED 8. EXISTING WATER SERVICE LINE IS PRIVATE �,, . O,o-O %o� �` `\ ' 20. ca+�' PIP �o+ �' , METHODIST CHURCH \\ OCTOBU 19, 19" i \ rG. BE REW► 4.84 AC. IDi�t ll, 1lI6 •• I '9,� -yJ, FF 'Q \ \ \ \\ F (ZONED RA) 1l16 7� \�`, \1 i �� =-®oi s • HANDICAP RAMPS IN ACCORDANCE aaa� Oro so ��� \ \ \ \ 1 10 w D \ W/ VDOT S STD.CG-12 SPECIFICATIONS FAO �\ \ \ \ \ ,o. \ MAY BE REQ D AT DIRECTION OF HIM17, is I FOJ �s N,\ \ 5 \ \ , , VDOT INSPECTOR 111011 k IN _-- o HANDICAP SIGNS TO BE INSTALLED • � \ AT EVERY HANDICAP PARKING SPACE 9 ___ �- HEIGHT OF SIGN TO BE 6'-0" FROM TOP OF CURB TO UNDERSIDE OF \\�\� rs ► S 36" 3'S _ _ - - �'� VAN ACCESSIBILITY SIGN BELOW H.C.SYMBOL 15 . lop \ 12- ZO ING ADMINISTRATOR) (DA ) SECTION A -A go Z S¢ Its SITE PLAN,J3 \����cp Ii\►AL I r Tat ' 76-A-86 --- - -- _�_ ,,, `v <�QQ � - SCALE: 1 -- 30 a r, ,a ZONING -RA Fatrilll�t is " 3�_t USE -RESIDENTIAL - SITE PLAN sp 0 1 I GLENN M. BORROR I DB 199 P 514 G.P.I.N. 76—A-33 (ZONED RA) (USE —FARM) I EXT•G. FIRE HYDRANT I N 55'10'58" W _---- 12.53' N 3313'49" E _ 13 �` 106.37 \ 4 -)VOID = im Iof l-- 3H = SHOULDER AND DM DETAIL No ra 76-A-49 ZONING -RA USE -FARM n e I moll 712 700 715 l— 1QB8 PAS 11IDB V-2( z It Cl1'l 12% l3PH/6i CQl1ffi) 'w CULVERT 12 ,\ CULVERT 11 MACEDONIA CEMETERY \ \ ASSOCIATION LINE OF EXTG. PAVING\ \\ \ \\ \\ (ZONED RA) \ \ \�.c \ CEMETERY \ \ \ \ \ \ LINE OF EXTG. PAVING j \ \ TER VALVES x 1 \\ \\ LINE OF EXTG. PAVING \ \� I 10 \ �- t"' 0 9 1 13 14 \ r' �Rsi food T5 x e REWORK DRIVEWAY t^ 2.6 PT D t{A1�. 'rW' re. \ FOR TURN ARWND \ \ 3 � U-0 1..10 or, uAr.calmoR 9 1V PP114 E 9.?6 "AnwT \ \\ \ , so ee to obettact line S ,,o• v. \ REMO DO G " 0 10 \ \ \ ai�>�• �i — ' r� 7 � '�e ro gP�,trNTfJA449 \ ;' '°� TOPOGRAPHICAL MAP ON A PORTION OF LAND OF 4 5 6 1 PS 0� VE r in• x 2 1 PREP r¢ RSA a.0'KK� g,�G ,� o MACEDONIA UNITED s N K\NG cr. F� p,S T(P. �s + P PR 15 `a �� 95 �x 14 � � ' / uNE � \ j �. ,2� , ��e METHODIST CHURCH LOCATED ABOUT 2 MILES EAST OF STEPHENS \ % \ r 1 \ \ � a \ o, \ /CM13 �16 CITY, IN SHAWNEE DISTRICT, FREDERICK 5 FENCE EARL M. SMEDLEY COUNTY, VIRGINIA. 0A PDO� Ram TE POWER \ G.P.I.N. 76—A-88 (ZONED RA) NEW SIDEWALK 1 2+ pROpO Ar 23 ac t' 34,�e• 4g ��* \ USE —RESIDENTIAL . \ tt f TREES. tA fit,/( �12• i ( ) C01YIf3?? ¢1 \?� \ 34 ' t$ C _ \ \ + 2.95 MAX A'�T 22 g5 1� 41 8 \ — - \ \\ �. ` 0 LINE XTG. PA + 80'- 24' 11t 2% \ \ \ pr H C Ps PREP + 18 \, \ \ MAGNETIC 1 W3 *9 � pipe 4 ' GENERAL NOTES: 95'-3T I If = 1 1% e 5' \ \., 1. SITE TOTAL ACRES = 4.84 JA EXT'G. PAVEMENT TO BE REMOVED \ 40 • \\ \ �� ^ 41 �2 \\ .` NEW PAVING 05 � �� �,, \ � DISTURBED SITE AREA = 31,013 SQ.FT. \ \ 42 x -- --------- \\ r A � EW P 4 \ 13 5-�i°------- --- - - \ - 2. EXISTING PAVING: 2' OF NEW ASPHALT `\ a \ \ 21 \\ °1 1 t�`` �' ��,, TOPPING OVER EXISTING. \ / >>? + \ '� `\ `n "— * F- 2 Olt IDO'! � � �� x ,\ 3. NEW PAVING. s 21A BASE >� PARKING CALCULATIONS \ �, �� � REIAORK CRA VEWAY. 2" -SM 2A SURFACE \ '9 \ rt 4 9 - - - - �L tt a� vDot �, vDat 4. FORCED MAIN SEWER DESIGN AND LAYOUT TO BE PARKING REQ'D = 1 FOR EACH 3 SEATS Cam- N% �� d,o.e EXTG. GRAVEL DRIVE , 1 L 9m l® 70 ME TOTAL SEATS = 200/3 = 67 CARS OD \ \ \ �4 — _ _ _ _ _ _ , \ i SUBMITTED TO FREDERICK COUNTY SANITATION /�ij s�w�Es AUTHORITY FOR APPROVAL. PARKING PROVIDED = 68 CARS + 4 H.C. � `\STRAW �� °G� \ S ` • ` REMOVE DWQ T^ 1—STORY /IX � "1 1.fi `�'` \ BRICK HOUR 5. A PERMIT MUST BE SECURED FROM THE \ HEIGHT = 10.-0" VIRGINIA DEPARTMENT OF TRANSPORTATION ciy (RESIDENCE) BEFORE ANY WORK IS PERFORMED ON STATE + \ 55 1 1 \ RIGHT-OF-WAY. �0,9 \ ° \\ ,� r2 I 1 \ '� \ \ • 51 �_________ i 6. PROVIDE THE REQUIRED PARKING 52 \ 712 DISABLED SPACE SIGNAGE AS REQUIRED. 54 EX. WELL a5r4 I If IN 1 1% Ci ` ,` � \ � '� ; ; ; %�,. ��'_z�o __ \ 7. TRASH IS COLLECTED IN ENCLOSURE o - xl; J ,� AT THE REAR OF THE EXISTING BUILDING. ��`�'9•n Os ,pd _ MACEDONIA UNITED N- 8. THE 3 4" WATER SERVICE LINE IS PRIVATE ` O ��O cl 0 \`� 7 0CON0' PIS �'' , METHODIST CHURCH \ / I I 'O 1' \ T G• 2 Too 4.84 AC. \ \ BE R Gy 1 pal ��.� �� ��O 'Q� (ZONED RA) STRAW'SALES -- \`,� \ STRAW BALES �R �-�� • HANDICAP RAMPS IN ACCORDANCE pz0 so �% �` \ � 3�tD>m \ W/ VDOT'S STD.CG-12 SPECIFICATIONS �? \ MAY BE REQ'D AT DIRECTION OF 5 \ x VDOT INSPECTOR `�. � --- i - --_ --- 0 \ o HANDICAP SIGNS TO BE INSTALLED 191 zl \ AT EVERY HANDICAP PARKING SPACE 29LOCATION MAP ` ---- HEIGHT OF SIGN TO BE 6 -0" FROM NTS \ \ \ R Cl 4�, _ _ _ _ _ TOP OF CURB TO UNDERSIDE OF '� _ ' `�-VAN ACCESSIBILITY SIGN BELOW H.C.SYMBOL S 36' 3 5 -' — — - \ Boa 15 .10' APPROVAL SIGNATURE: ' 1/?: 1' lit' 30 '�---- 29� -_ — 2 SCALE: 1 = 30 ZONING -RA � (FREDERICK COUNTY ZONING ADMINISTRATOR) (DATE) SECTION A —A USE -RESIDENTIAL �0`rrAo O E—+ t� C�2 o cc O w M w `' � c o a ~' �A W V � � w t- oo 00 w � F—H W � z � Z � U > W W Q � En -I W 'Q+ C z CHIP L McCLUPT No, 3839 DATE: Km 1$ ION REVISIONS: EROSION PLAN Il s_P-2 �I 712 715 sm rn HIM GLENN M. BORROR I DB 199 P 514 Ig PH mm � �_ 72 G.P.I.N. 76—A-33 _ _ _ _ 701 (ZONED RA) - c (USE —FARM) ' EXT'G. FlRE HYDRANT I Hog imp. N 55'10'58" W 6' l _ ", 12.53' — — — — 708 — 6 — — — — 701 �9S _` _ N 33'13'49'" E W-2( lit mi i n 19 �, -� 106.37— — 4 I�HIL1 COiI!® ' `�j CULVERT 2 CULVERT 1 MACEDONIA CEMETERY \ \ \\QA ASSOCIATION UNE OF EXTG. PAVING\ \\\ \ \ \ \7.10 AC. \ \ (ZONED RA) CEMETERY \ \ \\ \ \ \ \` 12 1\ \\ \ LINE OF EXTG. PAVING \ \ \ I91 TER VALVES Oil IL o l �04. 1iQID am 1]!>3 \ 1 LINE OF EXTG. PAVING \; �v CEO \ \ 1 14 \r9° poR\ f G Orrin TAM \ 19 RS(� i11915 x E REWORK DRIVEWAY \ \ 12 O•e �PZ QOOR1P NPR re. re \ FOR TURN AROUND r 3 / o \ \ \ � rom dowl fan � o � 16 � W1 ` 2p \\ REWO Ew G �� �.0 10 \ \ ' so am not to obetrad lice 8 1 �,�p� p�� 1�9• ro. ��. 1 21 \ \ \ \ d &i►n Tier. �r � ri q pie r°' BP�MEN�s1�4 na \ � � TOPOGRAPHICAL MAP ON A PORTION OF LAND OF 4 5 8 f �' Pt D� xo vE x \ �► \ , y PREP ra BDG. ,p3.9 MACEDONIA UNITED ooR , SHOULDER AND DITCH DETAIL \\ \ \\ ' i 2 �. >>s � 6 '► P PR`G � � ��' • a °°� z 1 ' � F` . X �4 \No ra\ �� g 15 122 , �r�e r-MA�,� METHODIST CHURCH \ \ 7,\ \o \ , 4 LOCATED ABOUT 2 MILES EAST OF STEPHENS is S1 FENCE CITY, IN SHAWNEE DISTRICT, FREDERICK 17 \\ �► \ `- 39 18 1 CN Ppp`�CN I TE POWER EARL M. SMEDLEY COUNTY, VIRGINIA. \ CH RE \ G.P.I.N. 76-A-88 2 11 NEW SIDEWALX 2+ PRCpO 3 a. F� ��,,g• _ 1�,,4 \ (ZONED RA) 2 4 1 r x \ \ \ r 91 ZQ TREES. _ � (USE —RESIDENTIAL) 06>II�i 1 \ � \ \ % C30 ' H C. \ P 80'- ?( I L 2% 1 \ \\ �� 95 LINE XrG. PA HC \ \ \ p H.0 3 S PREP + 1 �\ \ MAGNETIC 1983 � � pip, - Q GRP� 11j'.18 \ GENERAL NOTES: 76-A-49 \\ \ �� k \ 0 5, bkvE* + \'b �4 118 1. SITE TOTAL ACRES = 4.84 EXrG. PAVEMENT TO BE REMOVED ., 40 \' \ N DISTURBED SITE AREA = 31013 S .FT. ZONING -RA \\ � 41 ,2 \ .1 NEW PAVING � � ,�.y \, \- � Q USE -FARM \ 42 x s ,61 \N + a �� »� --------------------- ___ " ` \ EW P 4 \ /l '� t/�13 5 ------ - \` 2. EXISTING PAVING: 2" OF NEW ASPHALT \ e 21 \ eo 1 TOPPING OVER EXISTING. PARKING CALCULATIONS ��,��' ��, �2 + x '�� 3. NEW PAVING: 6'-21A BASE *'r-aa�ruar" REWORK GRA v�W�AY. 2"-SM 2A SURFACE PARKING REQ'D = 1 FOR EACH 3 SEATS �C��\� x 4 9 — - - - - - - - - - - - - - - - - - - SI` `E FORCED MAIN SEWER DESIGN AND LAYOUT TO BE \ yb EXTG. GRAVEL DRIVE VU mm I® TO am TOTAL SEATS = 200/3 = 67 CARS �O \ d ,4 - - - - - - - SUBMITTED TO FREDERICK COUNTY SANITATION ti/mow STRAW o o N l r3., AUTHORITY FOR APPROVAL. PARKING PROVIDED = 68 CARS + 4 H.C. 0x/ `\`' "I" • 1 gyp\ RO�O� °�� `� \\ 1 ra J BRICKTHOU \ 5. A PERMIT MUST BE SECURED FROM THE i I HEIqHT - 10'-0' VIRGINIA DEPARTMENT OF TRANSPORTATION \/ \ BEFORE ANY WORK IS PERFORMED ON STATE + 1 (RESIDENCE) Plans approved by; �O N p\\ 55 r2 i 1 Frederick county Public Works bepartment RIGHT-OF-WAY. �Q \.To ` `�� 51 � \ .c l I --�_-____ _ i i5- IN6. PROVIDE THE REQUIRED PARKING ` \`52 \X 712 it for of Public or s DISABLED SPACE SIGNAGE AS RE UIRED. 59 � r.,/ Q COLYIII?f I2 'Q� \� ` \ raz i / o LL 3 \ W-2d 11f BIB' a 1% :'� %'v °R'' �_�'-� __ 2 q � \ 7. TRASH IS COLLECTED IN ENCLOSURE \ `o -- - - GO- / Date $ AT THE REAR OF THE EXISTING BUILDING. � sTRA o IS'��O \ �� �•�` os��''.r�\ 7% MACEDONIA UNITED N- 8. THE 3 4" WATER SERVICE LINE IS PRIVATE \ ��d ^;o 0 IN � 7 Zo, porno• P�� �' , METHODIST CHURCH \� / ems- 1'G• �a M 4.84 AC. sTRAweALEs (ZONED RA) � >� • HANDICAP RAMPS IN ACCORDANCE O, STRAW BALES BIN f \ W/ VDOT'S STD.CG-12 SPECIFICATIONS To MAY BE REQ D AT DIRECTION OF 5 ,o� 5 VDOT INSPECTOR e �O � ``/� ' I - --- g� o HANDICAP SIGNS TO BE INSTALLED y \s�� --_— --- ------- --- \ AT EVERY HANDICAP PARKING SPACE LOCATION MAP --- __ __ 9 � � � I '`: `� � � ` � - _ _ _ 29, -�- \ HEIGHT OF SIGN TO BE 6'-0r FROM \`21 �. - - - - _ _ _ -- --- TOP OF CURB TO UNDERSIDE OF \,,` �, ` 3s• 3 5 15 10' - _ _ _ VAN ACCESSIBILITY SIGN BELOW H.C.SYMBOL 2 APPROVAL SIGNATURE: •1��:1 �—___ 29 4os;. SITE PLAN _ 7 6 - A - 8 6 ----- ----- --- _ _ _ `�;` %0 SCALE: 1 = 30 1 - (FREDERICK COUNTY ZONING ADMINISTRATOR) (DATE) SECTION A -A ZONING -RA of pemm in nos \���or USE -RESIDENTIAL ,\ �T� a -c� co � C C—+ U C U z '—' RE � o � A U co �..� Go C2 t- w Z • W W Q E-P-1 CIO z w H� Y O Z DATE: un 12, 1118 REVISIONS: EROSION PLAN •m = S� 08 Wkwwl 24 4 0 MCINITY MAP SCALE: 1 "-2000' PUMP DESIGN CALCULATION PUMP SIZING Church Size: 200 Sewage Flow=7 gal./persj'day Daily Flow=1400 gal./day Peak Flow=2.5 g.p.m. TOTAL DYNAMIC HEAD CAL CULA T70N Force Main Length=2450' Force Main Size=1.5 in. Fitting Loss eq. length=35' Force Main eq. length=2485' Friction Loss=1.59 ft/100' Total Friction Loss=38.96 Static Head=706-702.33=3.67 ft. Total Dynamic Head=42.67 Design Flow=15 (5 p.m.) irefully Compacted Select ackfill 1.. 4" Z� I ulvt AGGR AG ATE CLASS -B- GENERAL NOTES FREDERICK (' A Ile COUNTY SCHOOL BOARD \ 1 I I I W.E. x (ARMEL SCHOOL) \\ 11\�\ i� 708.8 714.2 _ \ 0 N/F SMEDLEY797 \ ♦ \ 1 45 , = 0 MOGEL T_ DB 323 PG 466 F f \ 1 \ V 45. EL Cu ` `a, PROPOSED f r} 1.5 J y ire f ADDITION \ �I //,/ f i 7os.e 1, �� \ \ \ \ �- N F /� / I Proposed / [� \ �/F \ 710 SMALLWOOD �' Pump Station Wooden N/F ' ( / �- v D' R ( 1 /�/! �� wit 7 w, \\ \ ` DB 776 Shed \ \ �I LAKE I �� � PROpOSEp�- �, / " w�tn �� � r' 10-__ \ � PG 921 DB 247 PG 239 r / >' / 12 _ \ 1 % ,-' xr� oad EX. w/n' \ ` \1 IRVINGDSBTON�ESIFER x Grossin _-'.� L , 1 7 '� \ , �N F CLARKE \ 1i\ STONESI R PG 387 703.8 /x f �Tele. / \\ DB 49 /m /708.3 L--� ', Marker \ \ --700- ��' \ h -� �f i r'1� \ DB 684 PG 31 \ \ \\ PG 95 � EX 12" wi / EDO \ MACEDONIA 1 I �N� " EL $� CEMETERY ASSOCIATION 1 I j r 0 _o , \ 1 \\ RACEY 2-1 5 `�5 / L��\ -690-- / / w I I \ \ 701.5 \ F �-�' DB 744 P 347 - \,� A.R.V. - Ex. 50' INGRESS- 7 ( { I ! I L_J 1 \ ST EGRESS EASEMENT - _ N/F STATON DB 677JP834 FOR CEMETERY -� �� ` \ c -_ r- 24' DB 677 PG 834 - 1 E7� RCP 6 -� \ 1 N/F , ti x x / \ ' ) 0 _Tn 681.1 x696.7 \ \ 713.9 N/F 707.3 JAS INC. -7p0 "�� , \VINCENT N/F RAPCZYK PG 390 ` \ ` DB 653 PG ----- 811----_ i700' 1 F� \` STATON DB 764 PG 900 N/F SHULER ' DB 799 t PG 386 GRINDER PUMP TYPICAL PERFORMANCE CHARACTERISTICS +z, u5 104 A N W W 58 W x - W 46 W 35 23 12 0 DISCHARGE (Q -gpm ) AND Pi (WATTS X 10-2), I (AMPS AT 240 VAC I Environment One Model GP 210 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specif ications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shal ►-e responsible for all construction stakeout. All dimensions, elevations and !..,cations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 8. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 9. Burning of land clearing debris requires a permit from the Fire Marshal's office. Burning of construction debris on site is prohibited. 10. Sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection as necessary. 11. Temporary termination of sewer line shall be plugged with a watertight plug. The end of the laterals shall be marked with a treated 2x4 post extending from the plug to eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed building as shown on the Architectural drawing. 12. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by V.D.O.T. 13. V.D.O.T. approval expires three years after approval date. 720 m ILTLC • ii �u Top P. S. 9 4. 00 \ ,'n vert= 695.4.44 L WL=695.00 \ Puma Station to be En vironm en t one Grinder Pump j Model 210 O.A.E. Design F,ro w=15 g. p. m.1 i o__J .,_, -�-. i � - k � � ` Existing Grade ® 42.67 TDH 240v. 10 1 b __ ----__ _-� -Pipe in this area to be I ' _ i36" nsta/led at rides shown Min. Cover Maim ,` `�� , Proposed 1. I _ 1 -_- - `i I - -' C I Force Main _ 18" Min. Q J Cover (typ•) I / % �I v�cn0000�i ad co- - ---- - �� Zi I I I I cti Q> N N Q� �I NI I c O mot- ,1- 4---t. Q Lr)I V I C I I o Ej q)1 N!(0 C14 ( 01 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 100' 0 100, 200' HORZ. 10' 0 10' 20' VERT Scale: 1 '=100' H00Z. 1`_-10' VERT Gilbert W. Clifford and Associates, Inc. Engineers Land Planners Surveyors 150-C Mole Greenwich Dr. 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 18+00 19+00 20+00 no. I date 21+00 22+00 23+00 24+00 ------------- �-- by ck -�kd. - --------L-- -� ------------- description REVISIONSMAC EDGINHA (CHURCH PROPOSED FORCE MAEJ Frederick County, Virgin-da 720 1 710 700 1 .•i •:� I DRAWING NO. DATE: APRIL 24, 1995 "M_ C-PRO.dwg" SHEET - OF