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HomeMy WebLinkAbout028-98 Shenandoah Valley Baptist Church - JCE - Opequon - Backfile (2)SHENANDOAH VALLEY BAPTIST CHURCH SHENANDOAH VALLEY CHRISTIAN ACADEMY PROPOSED -CHURCH SCHOOL ADDITION PROJECT: SHENANDOAH VALLEY CHRISTIAN ACADEMY 4701 VALLEY PIKE STEPHENS CITY, VIRGINIA 22655 OWNER: SHENANDOAH VALLEY BAPTIST CHURCH 4699 VALLEY PIKE P. O. BOX 249 STEPHENS CITY, VIRGINIA 22655 (540) 869-4460 APPLICANT/ RITCHIE SURVEYS DEVELOPER: P. O. BOX 518 STEPHENS CITY, VIRGINIA 22655 (540) 869-5175 Contact: MR. ELLIOTT RITCHIE ENGINEER/ PAINTER - LEWIS, P.L.C. LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 ARCHITECT: WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: 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 SEATS = 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 SCHOOL ADDITION: - 3,463 SQ. FT. - FIRST FLOOR: 3,463 Sq. Ft. - BASEMENT: 3,463 Sq. Ft. - 1 STORY, HGT.: 24'-0" Max. 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 ARE PROPOSED FOR THE ADDITION, AT THIS TIME. ALL LIGHTING SHALL BE ATTACHED TO THE BUILDING. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO `PHIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. NO NEW AREAS OF THE SITE SHALL BE USED AS OUTDOOR STORAGE AREAS. SHENANDOAH VALLEYD'A[mFDTC ISTHURCH #4699 & #4701 VALLEY PIKE(U.S. ROUTE 1 1) :1WKMwrC'bwj REEK MAGISTERIAL DISTRICT 9mmmmICK COUNTY. VIRGINIA INDEX TO COUNTY LOCATION 1 i LAY ERIDGE� IN - E s w a C a VIEW Jr` J I E TES GREENS IAR rL A WAKE ATES (RICK RED WOOS C 1 T Y .--- Bass -hoover - A B VILLAGE; % ' a / \ IF TOW E ' 'A�CI 1&V 0v// _ ti Fjo ii i �► J�e�El�+p Pp��^S '\/ALLEY PIKE (U. S. ROUTE 1 1 _ — L744.06' R11419.15' VICINITY MAP 1 " = 2000' EX. SAND VOLLEYBALL COURT EX. PICNIC SHEL TER 0 BASEBALL FIELD , x I� II II II II II II I 4699 VALLEY PIKE EX. CHURCH BUILDING I I 21,227 Sq. Ft. ONE STORY I I HGHT.• 30 Ft. I F. F. = 777.83 USE.- CHURCH t �__i FUTURE PARKING -PROPOSED PARKING ,f4701 VALLL f 111E r- EX. ONE STORY BLDG. W/BASEMENT 1,664 Sq. Ft. HGHT- 22 Ft. F F. = 780.63' I - - I J 0E-77100 I f Li I1u t i1 F.LLi iu ll -J/ _' _ _ -_l PEA YGippUiVO N16'17'12"E 1371.00' INTERSTATE 81 Il USE: SCHOOL #4701 VALLEY PIKE L �/ PROP. SCHOOL ADDITION ONE STORY W/BASEMENT 3,463 Sq. Ft. HGHT: 22 Ft. F.F.=780.63' B.F.=771.00 USE: SCHOOL PAINTER-LEWIS, P.L.C. 302 SOUTH F,R DD DOCK STREET, 1 . SUITE 200 WNCHESTER VMGMA 22601 64) 6 6 -, 9 S1714'26"W 30.80' v F 0 OLTIf o Y . PAINTER > No. 18260 CD (Z?,/ �,BIONAI �SALTH O,. Elliott Ritchie, Jr u s LICENSE No 1318 �qNo SUR�E10 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB CO-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C.O. CLEAN OUT 0 DIAMETER EOP EDGE OF PAVEMENT F. F. FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER Go. GAUGE GV GATE VALVE HDCP HANDICAP HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI —PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R—O—W RIGHT—OF—WAY R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED &PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WM WATER METER 5'R RADIUS IN FEET SHENANDOAH VALLEY BAPTIST CHURCH U.S. ROUTE 11 LIST OF DRAWINGS SHT. 1/4: COVER SHEET & ZONING NOTES SHT. 2/4: DETAILS & CONSTRUCTION NOTES SHT. 3/4: OVERALL LAYOUT PLAN SHT. 4/4: SITE PLAN _�- APPROVED BY THE COUNTY OF FREDE INISTRATOR SHEET: 1 /4 1 FII_F NO.: 980201 z PAVEMENT DETAILS N.T.S. PRIME & DOUBLE SEAL PRIME & DOUBLE SEAL EX DRIVEWAY PENETRATION TREATMENT PENETRATION TREATMENT SURFACE COURSE - SURFACE COURSE �- 2"+/- 21-A STONE 8" 21-A LEVELING COURSE STONE BASE EXISTING 21-A y COMPACTED SUBGRADE - i;� f y STONE BASE COMPACTED SUBGRADE NOTE: THE PROPOSED PAVEMENT SECTION SHALL BE INSTALLED IN THE NEW & FUTURE PARKING AREAS, AS INDICATED ON THE PLANS. THE EX. DRIVE PAVEMENT SECTION SHALL BE INSTALLED IN THE EXISTING DRIVEWAY AISLE CURRENTLY IN USE. 4" CRUSHED STONE Tfl � SIDEWALK DETAIL N.T.S. 4' (OR AS SHOWN ON PLANS) Slope: 1 /4": V-0" o a C` OG.CGO��QO.oQ 4" TYPE "A" CONC. (3000 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) DUMPSTER PAD DETAIL N.T.S. 1O'W x 1O'D (OR AS SHOWN ON PLANS) Slope: As Per Plan z J 'FL ll17�'-rSll�fL'r 6" STONE BEDDING ' 6" TYPE "A" CONC. (3000 PSI) 6 V6 2.9xW2.9 WWF (2" Min. CLEAR) FIRE LANE SIGN N.T.S. 12" x 18" STD. STD. U-CHANNEL POST PROP. GROUND w 0 STANDARD PIPE BEDDING DETAIL FOR WATER LINES, SANITARY SEWER, & STORM SEWER PIPING N.T.S. n" n n a" FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE 4" m DRIP LINE PROTECTNE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING s N w MIN. 5' ow•,,,,,i"' WHERE DRIPLINE IS LESS THAN s CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MA) FLOW i 3. STAPLE FILTER MATERIAL, TO STAKES AND EXTEND IT INTO THE TRENCH. ,/ FLOW 4, BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE. VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) FENCE DETAIL N.T.S. 2x6 TOP RA 1x6 BOARD, FRONT & Bf TOE NAIL E� W/ 2-8d N (EA. RAIL) 8'-4x4 POS 2x6 BOTTOM ATTACH RAIL W/ 3-10d P (EA. RAIL) 12" DIA. PO' FILL W/CON( NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. GATES TO BE CONSTRUCTED OF SIMILAR MATERIAL. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM 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) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY 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 COMPANY. 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 INFORMATION 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 THIS 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 DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 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 OFCONSTRUCTION, 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 /100.0 sf). SEED TYPE: RATE: MIN. PURITY(%) MIN. GERM.(%) KENTUCKY BLUEGRASS 45 lb/Ac. 97% 85% RHODE ISLAND BENT 10 lb/Ac. 95% 65% K-31 TALL FESCUE 27 lb/Ac. 95% 65% ANNUAL RYEGRASS 9 lb/Ac. 98% 85% MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 lb/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. I ;n LJ Z 0 CL v z O NMI Z V) O J Fa F-- W } 0 p a a Li > U Z (� aa�o m Z a Q a�oo LAJ_ _ U X (7) U in in D a U w U J D r- U U W 0- � � W a a Z s D m=i W .3 Q = O Z Z ui W W Y a W a CY) co 5 U W LLJ U U a m D 0 U U W W Ln Ln Ln 00 Ln O �--+ N I w- :D ¢ rn cD rn cfl Z z DO 00 y > 0 ,, ¢12� 00 > It L17 �t L17 w J� w �-- Q --�--� O E-4 w a a) D_ w F- o w N Off, Elliott Ritchie, Jr w a �, LICENSE No 1318 f ��ydy OQ` �ti0 SUfoe SURVEY: C.I.: N/A N/A DRAWN: JOB NO.: N/A 9802014 SCALE: DATE: AS SHOWN 04/06/98 SHEET: 2/4 MART ANN CHAO#£LL ,MIN /N AD F N•S PIN.- 74-A-77 Hlt!• 7W D.B. 580, 8i5 STEPHEN T. CHAONELL arOR2- W. ,f 8AR8ARA S MOWK LOrfLL T. & CAROL! W F MOWK FAY£ N. HAINES 0.8. W,, Pg. 272 ZGWEO• RA PIN 74-2-T P/N 74-?-2 P/N 74-2-1 P/N 74-A-76 ZAMED. RA USE.- FARM 9- RES/DENnAL 0.8 691, Pg 97J 09. 429 Pg, 287 O.B. 429 Pg. 290 D..8. ill,, Pg. 560 t/_2r N)74 ZQYED.• RA ZOWED RA ZGWES RA ZOWED. RA a USE• REA0EN77AL USE RE90£N77AL USE. REVOfN77AL USE.REAOEN17AL VALLEY PIKE TO WINCHESTER or- (u. S. ROUTE 1 1 VDOT MONUMENT 450'+ SIGHT DISTANCE EX. EOP _ c_, c - 450'+ SIGHT DISTANCE _ 45 MPH POSTED SPEED LIMIT — _ — — — VALL7 ( I K7 -- — R—O—W _ - Ex. 36 "0 CMP —tripin9Si - - -- - --- - — EX. EDP S 1 T 14 26" W 30.80' 80' R—O—W ~— 100' TURNING L,& -- — L 7 4 4. 0 6' R 1 1 4 1 9. 1 5 ' S' EX. 150' TAPER �5,� EX. POLE 4' SHOULDER (Typ.) _. _ \ EX. POLE 30'R 30'R .�.L:G- EX POLE _ eL OT . a' SHOULDER 7 X IGN EX POLE - YR•) 7 \ _ - r " _ X = ✓�i S 1 3! 3O' 26" W 86 � .12' .�:, � EX. POLE E . S EX. POLE*` L TEL EPHONE PEDESTAL - EX POLE VAULT �G-7 %� EX. ENTRANQE EX. 70.00'- 18" 0 CMP EX. BILLBOARD SIGN ® 2.5% With 2 ea. )0'x20' I 18" Dia. ES-2 END SECTIONS. HGHT 20" NOTES: 14 ,x Sj I 1. NO NEW SIGNS ARE PROPOSED FOR HGHT 22' THIS SITE PLAN REVISION. I� I 2. NO SEEP SLOPES, WOODLANDS, FLOOD I PLAINS, WETLANDS, SINKHOLES, I - - - APPR IMA TE LOCATION - I OR OTHER ENVIRONMENTAL FEATURES EXIST ON TnIS SITE. OF TH EXISTING WATER I O I I DRAINAGE SWALE I UM+ 4iX' S &--ER I I � c,4Rwr S u0W7£R - APPROXIMATE LOCATION AN 73-4-30 06 626. Pg 7-19 I OF THE EXISTING UNDERGROUND 08 6X,, Pg. 177 ZaRf 0RA ELECTRIC SERVICE. Z010. R,4 U27 ,� vn,4c I a j L� �JV� G�JLE .441CS R & X4 h 4, 911 74— 7-4 5.7.i ZOVO RA USA RES�7vngL SHEL TEP EX FENCE f_X. ELEC. EX. FLAG POLE TRANSFORMER MH �!f X SIGN EX. C/O '- -- � EX. C/o E.fi. ASP EX. SAN. SEW PUMP STATION EX�FIR,, LLA,NE _ TX ASP;AZ CHURCH BUILD//VG I Z I 21.2?7 S Q / q. Lj ONE STop Y 1 HGHT Lo _1 Ft USE 30 8 / ACHURCH DORES I ! S 4699 VALLEY PIKE [ _ J' '_,A SPHAL T CURB EX FIR ` E I EX. ASPH POLE I AL T DR/ VE- EX _ RqM HOC, 58.00.1 f 14 46 27' co I EX. PAVED PARKING AREA 4 ' wAL o I s2 00, EX CONC. PAD ADDITION EX: DUANPSTER� � w�BgESTORY 3,4g3 ENT HGHT Sq• Ft. F. _ 78 2 Ft. EX. BASEBALL FIELD I L ` - r ` I I 6.� ; 771 000 470 S SCHOOL J VALLEY PIKE L _ - f GRAVEL LOT I - N 0(/ND OD EX, SIGN 33'x 12' HGHT• 20' z. EX. LIGHT (Typ.) K� EX. FOUL POLE N16*17'12"E 1371.00' INTERSTATE 81 FUT URE GRADING FU� PARKING I, 8E7?Rr--9UHL l N,7JRES LIMITED PARIN£RSH/P PfN 75-A-284 0. B 766 Pq. 1347 ZGWEO RA USE RES/GFN77AL Scale 1 " = 60 ft �F,f►1.2N p�, AL` TIA40 HY �. PANM > No. ismo L 14 O W Q Q J � a. Q > Q Z F- Q Q O O Z Q 0 Q m J Q (n J O 2 = X 0: N U O � U U_ 0 U H (n Z a Q 5 m Z J ?� U O Q Li W U = J O a 0 j U W li w Z Q In d) In r, Ib r-r) QD N In cD O �-♦ N F� W — D Q � ID (0 z � I0 LLJ _z Q 00 Q > In In w J W � Q U ai Cn 00 z -C - �_ W U U- In ALT H 0� �o �C, fElliott Ritchie, Jr t LICENSE No 1318 Su av El SURVEY: C.I. RITCHIE 2' SURVEYS DRAWN: JOB NO. TGP 980201A SCALE: DATE: I" = 20' 04/06/9F SHEET- 3/4 EX. EL EC. _TRANSFORMER MH_ C70 )-,E-X.- EX.-_EX. 3 MA P�- FLAG POLEGAs\EX. 3" MAPLE SIGN EX. C/0 - ss _------' -- casEX. 3" MAPLE SS EX C/oI / 772 - __ O ot '�` L2 - �� -----_ EX. C/O \ P / �-- 8.0 r l ,� os ��-_ �� M EX. SAN. SEW. As '_---- a. 0, -�- 8. p �-- 8 / � ! . -� 77°F -----� sS PJ MP S TA TION . o \S W i = / 8.0 -� // ,�� � T1jyV. IN=� o `max. C� �TyP) 'j� % �/ / EX. SEPTIC TANKS ''�2.s _. FOTORE �ASPHLT DR/ VE N SIR - W I 71 EX. FIRE LAiVEEx �R/ h. ASP RB. _: r_ _ :_...; � R i x. 22� 1 /2' BEND] Z EX. 22-1 /27 BEND „ 5 I ,C.o. W Q ����� x4f EX. 6" PVC SCH . 40 SAN. SEW. SERVICE 3'R 0 2.08% D w 7s.s7' �, 12 I fir© EX � A 0.I v L60,STONRe I I � i l73, 8 � , cg• I Z EX B \ _' 73.6 ASEMENT EX. CHURCH /9' ° BEND & T. �t LIMITS of P BUIL Dl 21,2217S(7.NG Ft. v EA POL . 4- -L1GH _ 73.95 - �' ONE S TOR Ex:. HGH T' 3 Z 68. 13' L. F F _ 77 0 Ft. Z'i Q oQ �,r.! C SE CH WAT 1-7 8,3 S C �. ER ERVI LIMIT ,u . S of { EX. 18 EL 11 778 - -- -- - -� !, EX. HDCP RAMP EX. STEP & S EX.12" iOAK T CURB - EX. 15 ELM s.4, • { EX F/RE LA�� TP / 7 776 - EX, q SpyAL T �! '17j'- 1 I EX 24' R10 Uc f BEND % -- (Tya.) �. EX /' / / 76.82 • EX. WELL 77. g5 • JG� 778 _ ONE 774 - f' _ - --- � � ---_ _ _ _ _ ,/ / �' �Q� � 3 ' / / ` - --- "•--__ EX. DOGWOOD ���� .� / / 7' 36- fx, 4. EX HOCP R,MP %8.1g 2' 1w�BgS EX. OD l - �� --- -- _ DOGWD J^- -' _. ----'' -- „�'OP C ', u.ONC' WALK NI 1 ONC 77. >>j STq/RS 78 F p 1 \ 75.52. ► SQ ,Pr EX p �.\ 78 , - ----- - 76,92• 772 -- _� s OGW000 EXDOG _ TP ca,�,� ' En p ss.00, s s.-g E ,- `- F o 38- US DOGWOOD_ �., once LI' gI�DF 13 I o V'�L, I I I _...,.a.. I 738g�oSY 77.0 7 6.8 6BgSEME.NT q T, 22 F 1 I B 80.6 - EX. A SPHAco / U '��1 L T PARKING AREA �� ' gDDBEssc/�O L OTE• ro Ps i I 1 I V S• E Ro AL 4,0 /N of L I LEY � TO SrOR ! ( �X 52 00 /KE SYSTEM ORM DRAIN QO o EX. CONC. PAD / LK 70.s 6.1 PROP 75.() cONC i ��I ALL STgI z STgrRS _ ARCHITE RTVTO BE DE7Ar 774 - o-- AL pR LED I 28 I i 'i:`- ►� AWING 1 05 S. EX. POLE &LIGHT ( 6"0 SCH. 40 PVC I , ' STORM DRAIN 0 1 .04% \ I E ',gyp, OLE & LIGHTS t I C EX PLA YGRDUND (Equipment and Feld Area i to be Relocated, as Needed. I ( I 00 I I --- - ' ! ► � ' ' j I I I I I � I � I I - EX. GRA DEL L O T TO PS MU Fu7-URE III PS MU ry 69.7 Z �T O F > URE PARKI �FUTU � GRq VE( NG I (T p '� +GRA D 5 R OP DING W w VED P� Eq `Y/Ty 27, /, • J W Q o' j OQ C� NOTE: U Z Z AVEENT EXTEN PIPES AT THE = Q Q *7p.9 j/ TIME T E PARKING LOT Q J_ J IS CO ST♦?UCTED. O Z 5 a- . i i N 0 Q m ' ?8 , 70.4 Z 7 FUT 97• 3 R Q P 72.1 -mot. _ UR V) (n PAR 1NG :' l & DRIVE. PgRK%NG W 0 -91 l EX POLE & 1dHT / (n 0 7 6 2.4 ( Q A � x. 6" PVC 1 Inv.=769.&7' 'J � U INS $ 7� 'R Ex. 6" PI¢stic TO PS Mu AS �LL FIRE LIMITS OF P Inv.=769.76' x MgRShq��l RED e NE SIGNS q VEMEM,T / �d1 o 7 2 TP r G S / (_n Z TP+�b���o (n 0 0 0 CL EX. GRA VEL DRIVE Q (n ELM \ - 1 / (To Remain) m =i Z j EX. GRAVEL DRIVE Lj W 0 & DUMPSTER PAD Y O NOTE: LEADERS & -FOUNDATION DR ; ROOF � � U s .i6 AINS ARE TIED INTO --THE STORM DRAIN PIPES. = J w U ENT \ / q. Ft '3. 7 73. v p Q X W ?63 t. PROP. C ` OOL Z Y Li • 00 Q 00L `\ 0 W � m 170 , �J a_ W / EX BUS GARAGE 'c 75.68. NOTE: Ln i ALL UTILITIES FOR THE BUILDING 75 �� N O �3' / ADDITION SHALL BE EXTENDED FROM I I THE EXISTING SCHOOL BUILDING. Li m rn zz EX. POLE & LIGHT X. GARAGE ADDITION Q Ir 00 %f I Q� TP ww� Q cn o E 00 �..� z 1- EX 78" WALNUT / "� _ o I L a� IEX. BUS PARKING � / 0 �SNLTH v0, y EROSION & SEDIMENT CONTROL KEY Elliott Ritchie, Jr PLAYGROUND ro Ps Mu \ x �YGROUND EXT ENSR SF 20 0 20 60 _--_ 77 O I f' - � SF TO PS MU Scale 1 2� t S 3.02 TEMPORARY STONE o°o°o°o°o°o°o CONSTRUCTION CE O°O°O°O°O°O°°o ENTRANCE10?0P00_00_0?00_0?70_0?0 3.05 SILT FENCE $F 3.18 OUTLET PROTECTION OP OP 3.30 TOPSOILING TO TO 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING 3.38 TREE PRESERVATION & TP TP PROTECTION o- Ln o LICENSE No G�131i� 4ti0 SURS10 SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9802014 SCALE: DATE: 1" = 20' 04/06/9 SHEET: NOTE: d / d CE THE EXISTING GRAVEL DRIVE SHALL SERVE AS -T' T THE CONSTRUCTION ENTRANCE FOR THIS PROJECT. SHENANDOAH VALLEY BAPTIST CHURCH SHENANDOAH VALLEY CHRISTIAN ACADEMY PROPOSED -CHURCH SCHOOL ADDITION' PROJECT: SHENANDOAH VALLEY CHRISTIAN ACADEMY 4701 VALLEY PIKE 9TEPHE14S CITY, VIRGINIA 22655 OWNER: SHENANDOAH VALLEY BAPTIST CH'URCi 4699 VALLEY PIKE P. O. BOX 249 STEPHENS CITY, VIRGINIA 22:655 (540) 8,69--4460 APPLICANT/ RITCHIE SURVEYS DEVELOPER: P. 0. BOX 518 STEPH;ENS CITY, VIRGINIA 22`655 (540) 869-5175 Contact;MR. ELLIOTT RITCHIE ENGINEER/ PAINTER - LEWIS, P..L,C. LANDSCAPE 302 SOUTH BRADDOCK -STREET, SUITE 200 ARCHITECT: WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: 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 SEATS = 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 SCHOOL ADDITION: - 3,463 SQ. FT. - FIRST FLOOR: 3,463 Sq. Ft. - BASEMENT: 3,463 Sq. Ft. - 1 STORY, HGT.: 24'-011 Max. 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 ARE PROPOSED FOR THE ADDITION, AT THIS TIME. ALL LIGHTING SHALL BE ATTACHED 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. IAL DISTRICT FREDERICK COUNTY. VIRGINIA INDEX TO COUNTY LOCATION i� 1 JJJ n �r k U "fEw a e Shenk' 9 ..B.,l,� !-A ELAN v a s rATy, �.� C16 � a 6 ,ccplX EY VILLAGE -...9+ CI .k COME tnt1V �7 p TOW E t �vL VICINITY MAP 1 " = 2000' VALLEY P I K'E (U. S. ROUTE 1 '1 i L 7 4 4. 0 6' R 1 1 41 9. 1 5' S17i 4'26"W 30.80' c� a•�n'26"W � .12 �� Jil- � EX. SAND VOLLEYBALL COURT EX. PICNIC SHEL TER 0 r'I FUTURE #4699 VALLEY PIKE PARKING EX. CHURCH BUILDING ' 21,227 Sq. Ft. PROPOSED ONE STORY PARKING HGHT 30 Ft. F.F.=777.83 #4701 VALLr-l r-nnL- USE.• CHURCH EX. ONE STORY BLDG. W/BASEMENT 1,664 Sq. Ft. r T HGHT. 22 Ft. F. F. = 780.63' B.F.=771.00 USE: SCHOOL A?TTIT fTt. 1fr7i1Trflit #4701 VALLEY PIKE BASEBALL FIELD L PROP. SCHOOL +�� I' �� _ J ADDITION L _ Li! -w LL I �I zLi I-�-I � UJ ONE STORY — _ PL,q YGR W/BASEMENT OUn/Ur 3,463 Sq. Ft. HGHT: 22 Ft. F.F. =780.63' TL li B.F.=771.00 USE: SCHOOL N16"17'12"E 1371.00' INTERSTATE 81 PAINTER-LEWIS, F___'.UC- 302 SOIJTI-I : RDL OCK S-I-DEFT, SUITE 200 WC\JCI-fESTEf, VIIGINIA 22801 +,5 -10 i 662-592 tl v 00 . PAINTER No. 18260 Elliott Ritchie, Jr LICENSE No a 131 �2 NO SVA� ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB CG-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C.O. CLEAN OUT 0 DIAMETER EOP EDGE OF PAVEMENT F. F. FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER Go. GAUGE GV GATE VALVE HDC'P HANDICAP HIP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET IN V I N VER'T LP LOW POINT MPD. MULTI —PRODUCT DISPENSER M,H MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R—O—W RIGHT—OF—WAY R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WM WATER METER 5'R RADIUS IN FEET SHENANDOAH VALLEY BAPTIST CH U.S. ROUTE 11 'X I C I r a C u 011 LIST OF DRAWINGS SHT. 1/4: COVER SHEET & ZONING NOTES SHT. 2/4: DETAILS & CONSTRUCTION NOTES SHT. 3/4: OVERALL LAYOUT PLAN SHT. 4/4: SITE PLAN W2_ q APPROVED h) BY THE 7O CS ADMIJN[IST TOR COUNTY OF CREDEK VIRC�Ii�lll-\ e'.. C—ADMINISTRATOR'.DATE 'T: 1 4 .: 9802 PAVEMENT DETAILS N.T.S. PRIME & DOUBLE SEAL - PRIME & DOUBLE SEAL EX DRIVEWAY PENETRATION TREATMENT PENETRATION TREATMENT SURFACE COURSE - SURFACE COURSE 2"+/- 21-A STONE 8" 21-A LEVELING COURSE STONE BASE - - �= EXISTING 21-A - y- COMPACTED SUBGRADE �- i I I_I-'' STONE BASE III�- COMPACTED SUBGRADE-� NOTE: THE PROPOSED PAVEMENT SECTION SHALL BE INSTALLED IN THE NEW & FUTURE PARKING AREAS, AS INDICATED ON THE PLANS. THE EX. DRIVE PAVEMENT SECTION SHALL BE INSTALLED IN THE EXISTING DRIVEWAY AISLE CURRENTLY IN USE. 4" CRUSHED STONE SIDEWALK DETAIL N.T.S. 4' (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" oC' °oo°Qc Ja ;l F-1 ����Ll Lit 4" TYPE "A" CONC. (3000 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) DUMPSTER PAD DETAIL N.T.S. 1 O' W x 1 O' D (OR AS SHOWN ON PLANS) Slope: As Per Plan 6" STONE BEDDING 6" TYPE "A" CONC. (3000 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) FIRE LANE SIGN N.T.S. 12" x 18" STD. STD. U-CHANNEL POST PROP. GROUND W C STANDARD PIPE BEDDING DETAIL FOR WATER LINES, SANITARY SEWER, & STORM SEWER PIPING N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE 4" I DRIP UNE _ PROTECTNE DEVICE MAXIMUM UMITS OF CLEARING AND GRADING PROPOSED GRADING � N / MIN. ry WHERE DRIPUNE IS LESS THAN 5' 2z. CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE' SUPPORT) 1 SET THE STAKES 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MA) FLOW 3 STAPLE FILTER MATERIAL, TO STAKES AND EXTEND IT INTO THE TRENCH 1100 FLOW 4 BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATION (PERSPECTLVF, VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) FENCE DETAIL N. T. S. 2x6 TOP RA 1 x6 BOARD, FRONT & BA TOE NAIL EA W/ 2-8d N, (EA. RAIL) 8'-4x4 POS 2x6 BOTTOM ATTACH RAII W/ 3-10d N (EA. RAIL) 12" DIA. PO' FILL W/CON( NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. GATES TO BE CONSTRUCTED OF SIMILAR MATERIAL. rn I GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM 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) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY 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 COMPANY. 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 INFORMATION 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 THIS 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 TIRE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED T'O THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 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 REPI.,ACED 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 lb/Ac. 97% 85% RHODE ISLAND BENT 10 lb/Ac. 95% 65% K-31 TALL FESCUE 27 lbl/Ac. 95% 65% ANNUAL RYEGRASS 9 lbi/Ac. 98% 85% MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW FERTILIZER: 1000 lb/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. �►LTN 0� ww MOW G. PAINTER s No. 182W Sul co r� Q o c O Z 0 J F_ Q H W 0 p Q Q 0 > U z V) Q � Q 0 0 m Z Q Q V) MO 0 U U W V) D V) J h5 U w U J F-- w 0 � U a m W _3Y Q = 0 Z Z VJ t- o v W a W Q (0 � V) Q W E5 U < W 0: 00 Q m Q Z S 0 U U W l- U) 00 C/D N 10 o N I I W - � Q 01 cD CD co z z > C) o0 , DO , � Q D_ o of C D > Q In Lt7 w J� Li F- ►�-� Q U C p ai �..� (n 00 z O -0 w 0 a- W F- L� I- (n XI.TH 0� ' Elliott Ritchie, Jr�. i 10 LICENSE No 1318 gti0 suwje SURVEY: C.I.: N/A N/A DRAWN: JOB NO.: N/A 9802014 SCALE: DATE: AS SHOWN 04/06/98 SHEET: 2/4 ✓DYN F DA MS, 8 P/N.• 74-A-79 D. B. 590 Pg 272 ZGW W. RA USE RESIDENTIAL MARY ANN CHADNELL PIN- 74-A-77 O.B. 580, Pg. B35 ZONEO.• RA USE.- FARM ct RESIOENTIAL STEPHEN T. CHAOOELL PIN.- 74-2-3 D. B 69I, -q 87j Z6WED..• RA USE• RESIDENTIAL VALLEY PIKE TO WINCHESTER (u. so FR O U_T E — DISTANCE 45U+ SIGHTDISTANCE EX. EOP TO STEPHENS CITY -- 50'+ SIGHT DISTA -_ 45 MPH POSTED SPEED LIMIT_ — — VALLTY P I K E EX. EOP L C I �K Ex. 36 "0 CMP _- OP , Ex. -w tripingS- 18"0 CMP 80' R-o100' TURNING I AN L 7 4 4 06 R 1 14 19 1 5 Ex. Striping EX. 150' TAPER EX. POLE 4' EX. ESHOULDER (Typ.) "- EX. POLE -- 4861.12 - _ - -- ---- -- -- --- EX. POLE r - - -- EX. POLE EX. 4' SHOULDER �TyB.) - - EX. EOP EX. POLE S 13' 30' 26" W 86 •12. - FJ - - - ~' EX SIGN EX POLE vAEX.T ENTRANCE TELEPHONE PEDESTAL \ - �� CG-7 E ( EX. 70.00'-18"0 CMP \ SIGN 0 2.5% With 2 ea. \ ` I 18" Dia. ES-2 END SECTIONS, NOTES: 14'EX.x131 �N I I \\ 1. NO NEW SIGNS ARE PROPOSED FOR HGHT.• 22' THIS SITE PLAN REVISION. 2. NO STEEP SLOPES, WOODLANDS, I FLOOD PLAINS, WETLANDS, SINKHOLES, APPR IMATE LOCATION- I O II �- OR OTHER ENVIRONMENTAL FEATURES EX. POLE. OF TH EXISTING WATER --- EXIST ON THIS SITE. I p X. ORAIA/AGE SWALE PIN.74-I-B _ I I —APPROXIMATE LOCATION OB 626 Pg 739 7' ---- - - ---- I I OF THE EXISTING UNDERGROUND ZONED.- RA ELECTRIC SEROCE. USE.• RE5I0ENIIAL 1 � I EX. FOUL POLE ✓AMES R. At ✓OAN M OTT PIN. 74-1-A D.B J22 Pg. 573 ZGWED. RA USE.- RESIOENAAL cis EX. SAND VOLLEYBALL COURT G'9S EX. PICNIC SHELTER EX. FENCE EX. BASEBALL FIELD EX. SIGN 33'x 12' HGHT 20' EX. LIGHT (T)p.) EX FOUL POLE I � I I SHENANOOAH k1ALLEY BAPTIST CHURCH p I I Lp PIN- 74-A-79 s I O.B. 415, Pg. �91 1 I ZONED.• RA I I USE.• CHURCH d- SCHOOL I I �I I I I ' I I I j cqs ` I EX. ELEC. \� EX. FLAG POLE JTRANSFORMER MH Ji. R1f^- EX- 3' V EX. SIGN EX. C/0� -�� EX C 0 I ,_ :,� EX. SAN. SEW I ASP 2 I 11AL T OR/'E T PUMP STATION Y I r As'PHAL Rb-_ 0. _ _ RE GRADING W I i _ - - I v ! a O F II Q I I EX 21, ??7 CHURCS BUILDING Q / UT URE PARKING i i L] ONE STpRYt ? a % E. °OLE HGHT• [Z. L FF= 777. ,3Q 505 e9'. W 83 �� PROP X 'PCJL� & LIGHT Q I j ADDRESS.• S. CHURCH699 Q AR R VALLEY PIKE LINITS OF PAV E,NEN -X. ASPT �� cU 4\ -/ I 1 EX F E ANE z t ; E �O I I E EX. ASPHAL T DRl ' "� , E X ONE vs LEY f, _ � X. - / TO /lr & yDCP ; <I 66j, SE�E BLDr I S NT \ EX. I FGyT' 22 8p6j, 5800 / \ USE SC 004 7. 00 `X I ti T 46 14•�EX SCHOOL y o -4 21 I' II a wAl `b / EX. GRA VEL DR/ VEEXPAVED PARKING AREA � o EX CONC. PAD 52 0p EX POLE &LIGHT r __ J L 1- . j� PROP. / /EX. GARAG � ._ ADDITION I EX, DUKfPSTER �I/ W j E STORY GRAVEL L 0 T C- N16'17'12"E 1371.00' INTERSTATE 81 S 3,463 S HGHT. q. Ft. F. F, =-7802 Ft. B.F.=77 63 100 4 70 SEVAS I HY O �K E PL A rGR UO ND N CA Cn J U! 3>> 06 QF61?C _ IV. k BARBARA S. MONK PIN.- 74-2-2 D.B. 429 Pg. 297 ZGWED RA US£., Iff3 �N77AL I00ZL T. & CARa W F. M6111K 101N• 74-2-1 D-B. 428 Pg. 290 Z0NE0- RA USE: 1?i__90 NI7AL VDOT MONUMENT S 1714'26" W 30.80' /i7 o) �V CIO - EX. POLE__'' EX. BILLBOARD 10'x20' HGHT.• 20' BERRY-BUHL V£NIURES LIMITED PARTNERSHIP PIN 75-A-284 0. B. 766 Pg. 1347 Z61MM RA USERESIDENTIAL Scale 1 " = 60 ft FAME N. HA/NES PIN- 74-A-76 0. B. J11, P9 560 ZGWED.• RA USE. RESIDENTIAL LARRY S L1CHL/ITR, SR PIN- 75-A-30 09 936 Pg. 177 Z61MED.• RA USE- RESIDENTIAL -rl - A1,TN 0,"J7 WONNY q. PAINTER B; NO. ism NMI 111 O F- W Q W Q J a. Q Q Vr U Z = Q Q O O Z : Q Q Q m J Q V) J it IIr U > N O Q U W J F— C) ^ �' U_ � U WW Q F- (_n Z Q V) i X a a s . vi N li�• w /�\ W 1 ` 01 (n LAj W Y O J Q LJ W U = J O LLJ Q j U a W Z m �L Z Q W Ln Ln 00 N Ln O � Q � tD z Z w - CO 00 0 a0 0 Q 1h O O Q Ln — to — J w (/� 00 Z o O -C • - �+ w a N d N ~ a � Cn �t ALT H p� �p �4,• Elliott Ritchie, Jr r LICENSE No 1318 �ti0 SURVL�I SURVEY: C.I.: RITCHIE 2' ItiAL SURVEYS DRAWN: JOB N0.• t0 TGP 9802014 SCALE: DATE: 1" = 20' 04/06/9 SHEET: 3/4 EX. EL EC. _TRANSFORMER MH 4 rV EX. 3" MAPL-E FM >>O �kX. FLAG POLE~ GAs ---_ \ EX. 3" MAPLE `' m / EX. SIGN -------wM---_____ -`-- _ \ TP EX. C/o Ss _ - - GAS ---'` EX 3" MAPLE / m � O 1 - ss - EX C/0 772 -� _ems_ �- - i TP ll W o SS % \ CL �- CL 8.0' -i�- s.o' i r C1 tiT' �- �_ M EX. SAN. SEW. GAS _-___ t- cr / �-- 8.p' -�-- 8.a "��� !�i / �� �_ ---- 774 ss MP STA TION O U co I - -- - (Typ) i EX. SEPTIC TANKS x Y I mo== = EX � x 6cp - -_ ASPHA L T DRl VE � % , J' r�. s _ FU \ k .0. T URE EX FIRE- 5 GRA 1 DING Ps _ LANE i i rn R C9 I = �_ EX. 45' �D ! ! X o 0 Z =-� x. 22t-1/2' BEND/ % 15 � �=_--= ----_ �- E X . 2 2 -1 / f?�' - BEND � '�C . 0LLj `� Ex. 6" PVC SCH. 40 ro SAN. SEW. SERVICE I--` PS �u IL 73'R 0 2.0 8 % 0 4 69.7' Z I 3 w 75.97 FUTURE O EX - f j C ,� U D. /• SC � '�;" '" I! �TQ BE E�" G�,q � � U PgRK/NC �- s, FUTU G�q � 60\� EeVE 1 SrONR& S Q C QR� �TyP.)� ! OP + D/NC W >- a I Q BASEMEN ` 3. s ", .�, Ls D ;PER � , � J W C� T EX CHUB / ° BEND & T. + : �, IMI$ OF oO i NOTE: > Q Z Z I Q � CH BU/L �? I �� . Pq V j U Q 27, 22 DING �,, W i ENr / EXTEN PIPES AT THE = Q r0 I �c S 73. - *70.9 TIME T E PARKING LOT _J J W ENE 9• Ft. v EX. POL & LIGH.T ` 9s f lI , / / i4.5'R�, IS CO STRUCTED. Q I_ x O Z I STORY ° �'R / EX: 7 .2 N a i Q m I HGH T. 3 z ss. , 3' l r � �� �7 �.1 F Q ! , C . 0.4 Z I" -777 83 a I Q o ! �aP 72.1 L R Q cn USE-- �, z �, �, 1) , : / PAR l . &FUTURE P z - O E. CHURCHi Q, o v .. 1' /NG DRIV RKIN 'I 1 W POLE & '�C�'H T h U f G W v It (Types ¢ 72 6 72.4 �%i x. 6 PVC Q WATER �� ��` �' Inv.=769.67 J �•. SERVICE LIMITS OF P `. $ 7j�4.5�R/ Ex. 6" Plostic TO PS Mu U / AVEME �\: INSTglC LIMIT '>` Inv.=769.76' + �, qS. FIyE. S OF �I ` EX 18 EL7 TP -,.-� T t REQ Pq - ---- U/ �N V 778 __�_-� r, o ,« �� MgRSNgGL!?D BY E SIGNS EMEMT -- - EX. HDCP RAMP '�-�- =_ EX. STEP & S EX I2" OAK " TP C FIRE j`L �Uyy , - ���- -- EXPHAL T CU� \� `� EX. 15 ELM d 75.4 a c�P�P EX. Fly? - _ `� I (, O O (n Z E LANE __�.___ TP �„r _ i / `O - I 776 _ _ _ EX. ASPyAL O 0 ir C9 - j S Ag, i �R '1 EX 24 " ELM 1 / EX GRA VEL DRIVE SF Q (n 9.p. ' (To Remain) / �/�----_� -- U , BEN '--� 11 Z 9.0 - Ts 1 \ / in (TYP•) \ 3 EX.�i 7s 1 j EX. GRAVEL DRIVE W w w C.Oa �z. l NOTE: & DUMPSTER PAD J Y Q O EX. WELL 77.95. Gc� \ i ROOF LEADERS & -F UNDATION Q d. U 774 --778 ONE 5.36+r' DRAINS ARE TIED IN�a THE i ---- -- -------- --- ------ - / l 13 7,3. f / EX. HDCP 2 w�B rORY 6` STORM DRAIN PIPES. W Y U - -- -- - 8' A _ �'_ =�_�- 773Ro eX. 4 CONC. wAl RAMP 664 sEMENr \ = J W EX. DOGWOOD 1 ir I-^ '1- EX. DOGWOOD %'°• Co K U _-� �� Nc, STq 78 HON �. Ft I W -�._.1 7j- ° IRS 2 Ft �' W _ _ OP. C OL % -- -- - 7 > 780 PR ... 0 Z 772 ; I 1 EX oocw000 _-- _ 5.52 . 7 ,n • ,6 �3 7s. , s. 8. , . 8. F _ 6,3 Q v� Y _ LL. EX TP Eno 92'" 58.0p, s.9 USE: S 1. 00 w z 0) U DOGWOOD `�- rrB °noe ,� ;, . ADS Cf 10 ` o w ,� Q r LEY 4170 1 7 14 I S .o EX. BUS GARAGE o Y 76.8 --f 2' 4 A SEME 75.03 q _Nrr _ ems---->��' _.._ ;- ,5 68, i 3.56• 22 F NOTE: L 780 / I jr e. _��. 6 co t ALL UTILITIES FOR THE BUILDING �I ! 75.13 �� N Ln O USE: 's �� To Ps Mu ADDITION SHALL BE EXTENDED FROM N I I EX ASPHAL i PARKING ARLcA �� ,c�O H (VOTE. THE EXISTING SCHOOL BUILDING. � W � � I \\ DRESS: OOL TIE ROOF Q co cn I VALLEY47 z P 01 INTO ST LEADER 7 EX. POLE & LIGHT w z 00 00 IKE SYSTEM. ORM DRAIN X. GARAGE ADDITION > � s2 00, EM. RAIN Q � 00 I o EX. CONC. PAD K 7 to to 28 `► °.5 6 1 _ �� Q PROP CONC 750 TP w Q C iv * _ _LLJ STAIRS � � o •- � ALL ST , ON ARCM E T 4IRSTO BE �74 �..> z -C - CT ORAL DRAWINGS.. LED EX. 18" WALNUT E + _ Q) U _ _ / o EX. POLE &LIGHT ;' I w I � � 6 � SCH. 40 PVC / I I STORM DRAIN 0 1.04% EX. BUS PARKING EX. POLE & LIGHT"' I I � LG / IEX. PLA YGROUND e I(Equipment and Field Area to be Relocated, as Needed. / ,�0 I �tNLT8 0 EROSION & SEDIMENT CONTROL KEY Elliott Ritchie, Jr x 3 / S E CO E - EX GRAVEL L - - TO PS MU Io 20 0 20 60 --- t --_ x � SF Scale 1" = 20 ft v x rO PS MU Z72 TO PS MU SF 07 `F--t-': TIM01'Alf t PAINTER 5: Ift 18260 3.02 TEMPORARY STONE 0000000000000000000 CONSTRUCTION CE o0000000000000000000000o ENTRANCE 3.05 SILT FENCE SF 3.18 OUTLET PROTECTION OP OP 3.30 TOPSOILING TO TO 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING MU MU 3.38 TREE PRESERVATION & PROTECTION TP TP LICENSE No 131l� suRiti SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.. TGP 9802014 SCALE: DATE: 1 " = 20' 04/06/981 SHEET NOTE: CE THE EXISTING GRAVEL DRIVE SHALL SERVE AS T T THE rIIWCTP11rTir)W PWTPAWrG Fr)P TWM PPr111rrT