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HomeMy WebLinkAbout40-99 Shenandoah Valley Baptist Church (classroom addition) - Opequon - Backfile (2)772 c X 3 " nr ruff-_772 >>O y�r 8.0' -{-- CI ti` °° _�.� X. SQ,N. SEW, 8.0' 774g TA ; /��/` 9.0' _ h r„ Ex w r ' 72.5 FV T AOC L O V Maud J/ ass T �.0. -LIRE GRAp/ eE paowoED rN/ES SHAiL G c.00R SL.g6 r ' CURB W j-.� �/ E'k 4 a' A N D X. 2 ,r 7' d EN U! j CIO 4 Ex. 8.30 I r a wr. 3?.00' r TO Bf RE PLAC o / � Ex. 6" PVC SCH. ao ��� SAN. SEW. SERVICE I O t O U U W w c� Q O _ 123 R l 1 n / 7 Z 9.70' t /'�� I i O 6g O GV(F ST7R�SS j0',`'AVF, TDRE GRA A� E SIEEv, .11.E �E + �73•d UT DI J PR -,� / c�' r'`� 1 ARE P J W a PROP. ADDITION ;, Ex 9 ' � E�E�1D 8c�c T B. ; ,, -- i j £R �jE.. 7� J� / .. gl?KING ; Q U r�vILG'.�� / 1- S TOR Y: S.F. �„ i // NOTE: U Z Z 3q. `' H T. _ 21. ,HE/ EXTEND PIPES AT THE = 0 Q USE: STORAGE 4 T �_ ! .70 Q %J� STO GE ,1 f= Y- r (� ��' I _H `' 3.�3yi �' / 9 TIME THE PARKING LOT Q -� IS CONSTRUCTED. 0 Z �` `y'vH r 4 j(,? , .. i� E X . oN '' y _ 72 0 Q m /i / V^ W ,j /rQ/ �; —` PROP PAR JI 72. &U�OR f P R Q V) t� RAVE 'q K/N Z g G W PROP /I`(TYP.) ' 7;6 72.4 ui ADDITION / Q 1 _ 756 S. F. 3.• WATER SE ` U S TOR Y: RVI�E I�M�TS O P E HTOR 1: 13 _ L '4V M� INSrq 7 w USE: STORAGE ENT '� qs R C� FIRE MITS OF ~ 778 j �� MgRSHQOIRED CANE S� PAVEMEN F= ..� �C. BY THE G /Fvs 0: 0 9.60 jJ6 0 �J 32. 1`1 M1 " 4 I ` V F— a I� x t / [ A /�7z - - 00 D Z �0 0. 3^ w b o s.82EX WEL :7 9:, --voe _ �� C.O. (NOTE: ROOF LEADERS & FOUNDATION r EkL, �//eq STO �, DRAINS ARE TIED INTO THE JfX -- N y CID PAU -T-E�j��r STORM DRAIN PIPES. J D -� 6 S • CONC ST 47NC.; WgtK ��( UGH 4 sq. F 77.0 AIRS 2 t. -71 . B.�' 78p 6Ft PROP. CHOOL Pro4 \ / t X. DOGWoop ' /yam 1�7y! ?E? �`„°` `°"°e mot; 3 gDDR� SCHOts 6 VALLEY SS: 1 ' 6 i ONE STORY 77 D 3 /BqS 76.8 MENT �2 F t. 77 6 I B = -7t NOTE. °' / •f~ ��� 63' / ALL UTILITIES FOR THE BUILDING ADDITION SHALL BE EXTENDED FROM 14DDR SCH O NOTE, THE EXISTING SCHOOL BUILDING, I ESS. L TIE R VALLEY 4�01 INTO OOF LEADERS p/KE SYSTEMTORM DRgRN tv- 76. 1 / 75.0 1 cRQ`E� ON ALL ARCHITECT��O BE p fTgICJJ4 - I RgW/NGS I E� �� Y D,kOU r�JlI L, I i Qe ?rrr �J ' ;Equipent cr,d Field Areu to be Peiocated, os Needeo., It I a i• I I, j I i 20 0 20 60 76 r-9.o'74 DOGWOOD ocwool-i ,` - i a Scale 1 " = 20 ft Im FOTORE PLAYGROUN pDEXTENSR ON >>2 V) cr- II- cr_ a� � Q V� U S m v V) 0 Z Y.Z 0 Q a O D U W W = U O Q O W Z 0 W ' u Q rn U- � N � Ln co O -y N I I w— rn rn Z Z_ >O 00 ,, 00 Q 0: 00 Q Ln � r Lif- Q� F­4 cn Z Ow o t r � � W W F- Cn kT1m*o*�"1y1'A FAINTER 5: No. iaw 4bNAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB N0. TGP 9802014 SCALE: DATE: 1" = 20' 04/06/9 SHEET: 4 /4_ I I SHENANDOAH VALLEY BAPTIST CHURCH SHENANDOAH VALLEY CHRISTIAN ACADEMY PROPOSED CHURCH SCHOOL ADDITION PROJECT: SHENANDOAH VALLEY CHRISTIAIN ACADEMY 4701 VALLEY PIKE STEPHENS CITY, VIRGINIA 22655 OWNER: SHENANDOAH VALLEY BAPTIIST CHURCH 4699 VALLEY PIKE P. 0. BOX 249 STEPHENS CITY, VIRGINIA 22655 (540) 869-4460 APPLICANT/ RITCHIE SURVEYS DEVELOPER: P. 0. BOX 518 STEPHENS CITY, VIRGINIA 22655 (540) 869-5175 Contoct: MR ELLIOTT RITCHIE ENGINEER/ PAINTER - LEWIS, P.L.C. LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 ARCHITECT: WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contoct: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 74-A-78 SITE AREA: 33,0541 Acres ZONING: RURAL AREAS DISTRICT RA RURAL AREAS DISTRICT PROPOSED USE: CHURCH & SCHOOL CURRENT USE. CHURCH & SCHOOL ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS < 2.4030 Ac.) FLOOR AREA/LOT AREA RATIO: (F.A.R.) </= 1.0 SETBACKS: FRONT: 60 Ft. REAR: RESIDENTIAL: 50 Ft. AGRICULTURAL: 100 Ft. ORCHARD: 200 Ft. SIDE: RESIDENTIAL: 50 Ft, AGRICULTURAL: 100 Ft. ORCHARD: 200 Ft. ACCESSORY BUILDINGS: 15 FT BUILDING HEIGHT: 35 Ft. PARKING: CHURCH: 1 SPACE PER 3 EA. FIXED SEATS IN MAIN ASSEMBLY AREA OR SCHOOL: 1 SPACE PER EVERY( FOUR (4) STUDENTS PARKING REQUIRED: CHURCH: 512 FIXED SEATS / 3 SEATTS = 170.7 -> 171 SPACES OR SCHOOL: 300 STUDENTS / 4 EA. = 75.0 -> 75 SPACES TOTAL SPACES REQUIRED: -> 171 SPACES LANDSCAPING AND SCREENING: RA DISTRICTS: NO BUFFERS REQUIRED LANDSCAPING FOR PARKING LOT REQUIREMENTS PROPOSED DEVELOPMENT: CHURCH BUILDING STORAGE ADDITION: - 1,512 SO. FT. - FIRST FLOOR: 1,512 Sq. Ft - 1 STORY, HGT.: 13'-4" EXISTING DEVELOPMENT. ELEM. SCHOOL -10,742 SO. FT. -FIRST FLOOR: 5,371 Sq. Ft -BASEMENT: 5,371 Sq. Ft. MAIN BUILDING -33,276 Sq. Ft. -FIRST FLOOR: 21.227 Sq. Ft. -SECOND FLOOR: 3,280 Sq. Ft. (OVER GYM) -BASEMENT: 8,769 Sq. Ft. GYM -10.818 Sq. Ft. SANCTUARY -8,769 Sq. Ft. FRONTAGE: 1605.18 Ft. PARKING: EXISTING: 175 SPACES (INCLUDES 7 HDCP ACCESSIBLE SPACES) PROPOSED: 10 SPACES FUTURE: 36 SPACES NET (40 SPACES TOTAL - 4 SPACES FOR TIE-IN = 36.) OPEN SPACE: N/A LANDSCAPING: N/A ZONING NOTES: 1. NO EXTERIOR LIGHTING FACILITIES AIRE PROPOSED FOR THE ADDITION, AT THIS TIME. ALL LIGHTING SHALL BE AITTACHED TO THE BUILDING. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. NO NEW AREAS OF THE SITE SHALL_ BE USED AS OUTDOOR STORAGE AREAS. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORIM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE, 2. EROSION AND SEDIMENT CONTROL SHALL (CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WtORKiNG DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF AINY LAND DISTURBING ACTIVITY 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMIPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PROVIDED BY RITCHIE SURVEYS. THE TOPOGRAPHIC INFORWATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR TIHIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE, 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH (OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DIESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTIOIN ARE DEFINED AS THE PROPERTY BOUNDARIES. 3. NO DISTURBED AREAS SHALL BE DENUDEDI FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED) AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. ;S4!HENANDOOAHVVAALLEY CHRISTIAN ACADEMY SCHOOL :UILDING ADDITION FREDERICK COUNTY, VIRGINIA INDEX TO COUNTY LOCATION 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb /1000 sf). SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) KENTUCKY BLUEGRASS 45 Ib/Ac. 97% 85% RHODE ISLAND BENT 10 Ib/Ac. 95% 65% K-31 TALL FESCUE 27 Ib/Ac. 95% 65% ANNUAL RYEGRASS 9 Ib/Ac 98% 85% MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 Ib/Ac- 10-10-10 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. STORM WATER MANAGEMENT. 1. NO ON -SITE STORM WATER MANAGEMENT FACILITY HAS BEEN PROPOSED FOR THIS SITE. NO INCREASE IN THE STORM WATER RUNOFF WILL RESULT BY THE DEVELOPMENT OF THIS PROJECT. 2. ALL SURFACE WATER SHALL BE CONVEYED OFF -SITE BY THE EXISTING CONVEYANCE CHANNELS, SWALES, AND CULVERTS, AND BY SHEET FLOW, AS THEY CURRENTLY EXIST. SERVICE UTILITIES: 1. ALL OF THE SANITARY SEWER AND WATER SERVICE UTILITIES CURRENTLY EXIST ON -SITE. NO ADDITIONAL SERVICES ARE PROPOSED FOR THIS ADDITION. THE SERVICES FOR THE NEW ADDITION SHALL BE EXTENDED FROM THE EXISTING SCHOOL BUILDING. 2. ALL OF THE SERVICE UTILITIES , SUCH AS GAS. ELECTRIC, TELEPHONE, ETC. CURRENTLY EXIST ON -SITE. NO ADDITIONAL SERVICES ARE PROPOSED FOR THIS ADDITION. THE SERVICES FOR THE NEW ADDITION SHALL BE EXTENDED FROM THE EXISTING SCHOOL BUILDING. PAVING AND CONCRETE: 1, THE PROPOSED PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. THE PROPOSED CONCRETE SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AS INDICATED ON THIS PLAN THE CONCRETE MATERIAL SHALL BE TYPE "A" CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3500 psi TO SATISFY THE EXPOSURE REQUIREMENTS. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O T. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK. VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. ✓01-IN T. * DAV15,, PIN.' 74-A-79 D L9 580, Pg.. 272 ZONED.' RA USE- RES/GENT/AL MARY L OU S. PIN., 74-1-9 D B. 626,, Pg ZONED.' RA USE.. RES/DEl J fV CTI w rri JAVES R &- ✓OAN M. OTT � P/N• 74-1-A r" CI1 0 8 322, Pg. 57J � ZONED.' RA USE RES/DENTIAL l _ 4ERIDGE,,#f, emmiupgt t L MEW i F aw ,ter 211 rREE"BRIAa NAKELAN TE °A� P i 7m F, A. PEDERIc 'EPA S� CITY � � �� _ - K � -4:81� - ' '! jR Y VILLAGE AL . all" �r TOW14E VICINITY MAP 1 " = 2000' 40f1R ANN CHADH'ELL PIN.' 74-A-77 D.9 580, Pg. 8.35 ZONED." RA USE' TARM & RES/DENT/AL L744.06' ----- -- R 1 14 19. 15 -- I I SHENANDOAH VALLEY 9APT157 CHURCH II I PIN.' 74-A-78 I I TJ 9 415, Pg. 391 3 4_1_ I ZONED.' RA 1 I USE.. CHURCH & SCHOOL E 1 t' 1Tr (TTI 17, -ITTJ) Li I i fuj( lljj,jL,,jjj- ---J / ti .� N 1 6' 17' 12 "E 1 371 .00' INTERSTATE 81 SCALE: 1 "=200' S'17' 14'26' __ -50 80 r� (LARRY S. L/CHL/TER, P/N 75-A-30 0. B 6J6,, Pg. 177 ZONEO., RA USE. RES/DENT/AL BERRY-BUHL kFNTURES l L/V/TED PARTNERSHIP PIN.' 75-A-28A D. B. 766, Pg, IJ47 ZONEO.- RA USE RES/DENT/AL ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EX, EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R. 0. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TIC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION X(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHT. 1 /2: COVER SHEET SHT, 2/2: SITE PLAN LTN qc; o'� ��►'� APPROVED BY THE ZkOM IG /ADD MMSTRATOOR RITCHIE SURVEYS o ` - COUNTY OF FEE®ERFU�K9 MGMn 108 AMELIA AVENUE 6 TIMOTHY G. PAINTLA STEPHENS CITY, VIRGINIA 22655 % NO. i8260 (7 0 3) 8 6 9 - 517 5 If ZONING ZONING ADMINISTRATOR DATE aMAL l 717z' �8.0'--1-8. 0 8.0' 778 --_ 776 i'74 PROP ADDITION 1— S TOR Y: 7S6 S. F. HEIGHT: 73'-4„ USE: STORAGE-7, 32.00' I � • `O / I i I N I i I 0 I � \ o � i i I I I ............. _ I 20 0 20 60 I 0 Scale 1 = 20 ft 772 774 \ Z W d Z p O \ o o O z J Z U u I Z W \\ p O LLJ rn rn rn t• - �, � N O N j Z 0 JLd NOTE: U Z Z XT N PIP AT TH � Q E E D ES E i TIME THE PARKING LOT Q IS CONSTRUCTED. 0 Z o- o Q m y W 0 vi N F. I I 1i b it E ,k 24 . OGF EX 4T- -1 778 ' _ Gf-� T. q • t _.� ro r tfanoe X �7DR�_ ��!_.r�{;C �1 Av 4 6 =S NGMT �� F+ Fd 776 ALL uT'LIT!ES FC�R HE 9!_i!LDING USE. � 7 00 ADIiITION SHAt. - BE �.k1 C NDED F P? �y� � NOTL- I. Ex;STItvG C � Cif' r;t_ 7 N O0- SyT R!y �'. 4 0-- r U DRp1� S ti C77 i I 12 I 1 i >>2 U) Z 0 no CL Q 5 m v � w Z � W CV) Y V 0 w U 1:w 0 Q U w w Z z� Qir W `` 0 d � LO L0 L.0 0c) M C/OD N L0 O N I � r w _ rn rn z Z j U 00 OD .� h—� Q Cr 00 Lf) L0 w J WI.- Cn 00 Li O L •(n W Q) U av w �- la Cn u �» TiMOTMY PAINTER > NO 18260 ��iry'SIONAL�,4 SURVEY: RITCHIE 2' SURVEYS DRAWN: JOB N0. TGP 9802014 SCALE: DATE: 1" = 20' 04/06/9 SHEET: 2/2 11111111111 101 7 7F F 0 774 772 J " INAPL t 1 � "A$ V 772 � --- SS o F Ga oO 1 r— _ M S 8' � _ _� _ _ -�_ t X. SA N. SEWti�`��� 774 _ss AMP STA'7ON 5.0'� ` I 21I .., 9p) '~� EX. SEPTIC TANKS I r x ►v Tu \\ ! , ! >?•3 ` FLIT ACCESS Tiii kEMA1h G I / —,. URE GR NG Pq VIfELJA�vFS S4AtSLA T. . ADi oau B E'x. 45'I EX 22- 1 i �' BEND x. 221 1 /2'/ BEND. I t x. i '• 8.30' A E. BE REP `3200' i �,� 7O Lac,.o `. �000 . Ex. 6" PVC SCH. 40 SAN. SEW. SERVICE n WPI r .. _ ,\ �• s( / �� Ill i ' �R q �u SLEF--vE EF �� �� /STAR SS f,. ©� 473.8 Flo P Th' { URE ROP. ADDITION 73.6 ,_ ' J �' er4 - PARKING EX Cyr 756 Ex. 9 BEND & T B i - u 21, 22 SUI &llv 1— S TOR Y: HE S. ;� Sq. F H T: 13 _ �; �� ONE STORY USE: STORAGE t ` or.�/ l ,,HT_ 8s� , °9 Qi NGf 30 W , E X . PROP l �2 ._.."�-__ / J FUTURE P DRIVE ARK/No G -•-_. /yam ��' f � '` � �C- "� � _. 72 rID \ �p r}' PROP �+ �` �/ �rYp.) 7� 6 72.4 NOTE: EXTEND PIPES AT THE TIME THE PARKING LOT IS CONSTRUCTED. { 70.4 ADDITION S 1— ST 756 ER SER CIiU� ii f. �l r' j 1'� ORY• HEIGHT: r VICE ITS 0� ! Ex. 6" r'I st 3 I -«- �— USE: STpRgGE _4 PAVEM N ` + gNSTALL PIRE nv �A REQU/RRE LANE OF pAVEM 1 RS� �L REQUIRED By TH�IGF ENT 9.60 / b X c;RA tintL nn, I EX. 1. \ ('o Remc!r, 32.Op' 70.00' 90, 82,Ex, wF i 7; iROOF NOTE: `�: )78 ..__ ON LEADERS & FOUNDATION L f V `� E--`�- E STO/� - DRAINS ARE TIED INTO THE __.��,._ _ '-/ > _ k ��� _J STORM DRAIN PIPES, '--- _ -- e`x. _ aM 6 'SSE �4NC _ _7 , 7 ors r^ SrAr ` K I HG/� 7. S9 Ft v 7.o RSb '� 9 F F. = 7 �2 Ft. { : �3 ,, B. F _ 80. 63' PROP, �61`00L . ` Ex ao ry �� ,EProp. . +`\ �' 78.s. USE• S 00 - GWOvD } .ai 4 o��e ,y. gDpR CNOO I �T� ,' }6 LES 0 _.. ---,-_--�---- 7---- ' -`._ r' - _.�.` ! �, `��'b' f? j /!9 VQL Ei •gyp 4 7 1 ONE ST 77 p - i1 3. �, , 1/t 0 >` w/e RY 76_ r , H46 SQ.E T e y F FNr' 22 t NOTE: :I B• F �80• 63' r ' ALL UTILITIES FOR THE BUILDING 7.ADDITION SHALL BE EXTENDED FROM q SSE' SC/�0 0 NOTE. THE EXISTING SCHOOL BUILDING. '4ESS; 0L TIE R -70 INTO OOF LEADERS STE- X �C,t �- wr• , SYSTEM ORM DRAIN i X. CON PAU I Lk 40W►y r - - 7e. , I CON"" 75.0 I ON L STAIR - ARCHIT S TO 77� _ Z. ECTURAL pE DETgILED RAWINGS o�� �; (E quipmen t and Feld Area NC to be Relocated, as Needed.) i !1 Z i I r i ' �'- 9.0' D06•WOOp _ X 0ocw00D , A I I 20 0 20 60 _ J 1� Scale 1 " = 20 ft U/ II _ a FUTUR PLAYGRO GRADING FOR OND EXTENSION 772 >>o RECE IN in 1 `�, 1999 DEPT, OF PLANNING,'DEVELC1�'�iENT 1�0 • NEI O W } � J W Q > Q / Z Q � Q a 0 Q m Q V) Z LLJ O v = N U J U w J f•- H U U Z O 0 F U 5 0 w m flu. z W J Y O Q a. � U = W W U O Q O W > m Z W Q W o W a ( Ln 0C) N Ln O N � Q rn rn z z 0`00 00 Q 00 0 d) Q w J }: w� Q U N c C: O W a U 0- L,j _v �- Ln ,4!`��`VTH 0�► T1m0**y, 6. PAINTER 5: No. law SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO. TGP 9802014 SCALE: DATE: 1" = 20' 04/06/9 SHEET: 4/4