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HomeMy WebLinkAbout035-95 James Wood High School Addition - Gainesboro - BackfilemUmlk K INDtx OF A W IN'a" G A"_k T1 TITLE SHEET C1 OVIERALL SITE PLAN C2 SITE DEMOLITION AND DIMENSIONAL PLAN C3 SITE UTILITIES, GRADING AND EROSION CONTROL PLAN Al OVERALL ROOF PLAN A2 RO(OF DETAILS & NEW WORK ROOF PLAN s AREA 'E A3 OVERALL LOWER LEVEL FLOOR PLAN A4 OVERALL UPPER LEVEL FLOOR PLAN _ A5 DEMOLITION LOWER LEVEL FLOOR PLANS17r I A6 NEW WORK LOWER LEVEL FLOOR PLANS 1 1 A7 DEMOLITION UPPER LEVEL FLOOR & ROOF PLANS AB NE1W WORK UPPER LEVEL FLOOR & ROOF PLANS A9 DOOOR SCHEDULE & DOOR DETAILS I 7-r A10 FINIISH SCHEDULE & MISCELLANEOUS DETAILS All BUIILDING ELEVATIONS Al2 BUIILDING SECTIONS A13 WALL SECTIONS A14 WALL SECTIONS Al SHEELVING & CABINET DETAILS A16 CAIBINETS, SHELVING, CHALK & TACK BOARDS, AND FLOOR FINISHES A17 CAIBINETS, SHELVING, CHALK & TACK BOARDS, AND FLOOR FINISHES A18 LOWER LEVEL REFLECTED CEILING PLAN J E - 3w, D •. - - A19 UPPER LEVEL REFLECTED CEILING PLAN P I FSl FOOD SERVICE EQUIPMENT SCHEDULES FS2 FO{OD SERVICE EQUIPMENT PLAN FS3 FO(QD SERVICE PLUMBING & MECHANICAL PLAN FS4 FOOD SERVICE ELECTRICAL PLAN Sl SCHEDULES, NOTES & DETAILS IMF C U S2 FOUNDATION PLAN ir I R S3 FRAMING PLAN: SECOND FLOOR AND LOWER ROOF S4 FRAMING PLAN: UPPER ROOF S5 SECTIONS & DETAILS Pi PLUMBING FLOOR PLANS AREA 'A' & `B' P2 UPPER LEVEL PLUMBING PLAN AREA 'C' P3 KITCHEN DEMOLITION PLAN P4 NEW WORK KITCHEN PLAN NI1 MECHANICAL LEGEND & DETAILS M2 DEMOLITION LOWER LEVEL FLOOR PLAN M3 NEW WORK LOWER LEVEL FLOOR PLAN M4 NEW WORK UPPER LEVEL FLOOR PLAN A B B R E V I A T 10 N S M5 MECHANICAL SCHEDULES AND DETAILS E1 ELECTRICAL LEGEND, SCHEDULES AND DETAILS E2 LOWER LEVEL DEMOLITION PLANT E3 UPPER LEVEL DEMOLITION PLAN & AND CONTR CONTRACTION FHC FIRE HOSE CABINET LAV LAVATORY PSF POUNDS PER SQUARE FOOT 3 WAY THREE WAY E4 LIGHTING PLANS AB ANCHOR BOLT, AUGER BORING CONY CONVERTER FIG FIGURE LBS POUNDS PSI POUNDS PER SQUARE INCH 3/C THREE CONDUCTOR E5 LOWER LEVEL POWER AND SIGNAL PLANS ABS AIR BREAK SWITCH COP,CU COPPER FIN FINISH LC LEAD COVERED PT POINT, POINT OF TANGENT 3/P THREE POLE ABV ABOVE CORR CORRIDOR FJ FELT JOINT LL LIVE LOAD PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE T TILE, TOP, TANGENT E6 UPPER LEVEL POWER AND SIGNAL PLAN AC AIR CONDITIONING, ASBESTOS CEMENT, CID NONREINFORCED CONCRETE PIPE FL FLOOR, FLASHING LLH LONG LEG HORIZONTAL PVI. POINT OF VERTICAL INTERSECTION T&B TOP AND BOTTOM E7 RISER DIAGRAMS ASPHALTIC CONCRETE CPT CARPET FLUOR FLUORESCENT LLV LONG LEG VERTICAL PVT POINT OF VERTICAL TANGENT TC TOP OF CURB E8 PANELBOARD SCHEDULES ACB AIR CIRCUIT BREAKER CR CEILING REGISTER FPH FROST PROOF HYDRANT LT LIGHT TEL TELEPHONE Eg PANIELBOARD SCHEDULES ACSR ALUMINUM CONDUCTOR STEEL REINFORCED CRS CORROSION RESISTANT FPM FEET PER MINUTE QT QUARRY TILE TEMP TEMPERATURE, TEMPORARY ACST ACOUSTIC CSK COUNTER SUNK FR FRAME MACH MACHINE TERM TERMINAL E10 WIRING DIAGRAMS AD AREA DRAIN CT CERAMIC TILE, CURRENT TRANSFORMER FS FULL SIZE MAS MASONRY R RADIUS, RISER, RUBBER SHEATH TH TOTAL HEAD (PUMPS) ADJ ADJUSTABLE CTR CENTER FT FOOT, FEET, FLOOR TILE MATL MATERIAL RA RETURN AIR THRSLD THRESHOLD AL ALUMINUM CW COLD WATER FTG FOOTING MAX MAXIMUM RAD RADIUS THRU THROUGH ALT ALTERNATE CWB CAPILLARY WATER BARRIER MBH THOUSAND BTU PER HOUR RCP REINFORCED CONCRETE PIPE TIP TEST PIT AMP,A AMPERE GA GAGE MD MANUAL DAMPER RD ROOF DRAIN, ROAD TR TOP REGISTER,rf ANOD ANODIZED D DEPTH, DEEP, DEGREE OF CURVATURE GALV GALVANIZED MECH MECHANICAL RECP RECEPTACLE TS TOP OF STEEL, TOP OF SLAB AP ACCESS PANEL D PNL • DISTRIBUTION PANEL GL GLASS MET METAL RED REDUCING TW TOP OF WALL APPROX APPROXIMATE DB DRY BULB, DECIBEL, DIRECT BURIAL GLE GLOSS ENAMEL MID,MDL MIDDLE REFL REFLECTIVE TYP TYPICAL ARCH ARCHITECTURAL DEMO DEM01LIT10N GPM GALLONS PER MINUTE MH MANHOLE REG REGULATOR, REGISTER 'mvm I C I N I T lykAF MAP ARR ARRESTOR DET DETAIIL GR GRADE MIN MINIMUM, MINUTE REINF REINFORCEMENT UG UNDERGROUND ASPH ASPHALT DH DRILL HOLE GRD GROUND MISC MISCELLANEOUS READ REQUIRED UH UNIT HEATER AT ACOUSTICAL TILE DIA DIAMETER GSU GLAZED STRUCTURAL UNIT MO MOTOR OPERATED, MASONRY OPENING REV REVISION AWG AMERICAN WIRE GAGE DIM DIMENSION GW GROUND WATER MP MEDIUM PRESSURE RF ROOF V VENT, VOLT, VALVE, VINYL DL DEAD LOAD GYP GYPSUM MTD, MOUNTED RI RUBBER INSULATED V ASB VINYL ASBESTOS APPLE PIE B BOTTOM, BATH DMPR DAMPER MTG; MOUNTING RL RAIN LEADER VAC VACUUM ELEMENTARY SCHOOL BD BOARD DN DOWN H,HGT HEIGHT MWP MEMBRANE WATERPROOFING RM ROOM VB VINYL BASE BHP BRAKE HORSEPOWER DO DITTO, HB HOSE BIBB RO ROUGH OPENING VC VARNISH CAMBRIC, VITRIFIED CLAY BLDG BUILDING DS DOWNSPOUT HD HARD DRAWN N NORTH RPM REVOLUTIONS PER MINUTE VCP VITRIFIED CLAY PIPE BLK BLOCK DW DRYWALL HDW HARDWARE NC NON CORROSIVE VCT VINYL COMPOSITION TILE BM BEAM DWD DRINKING WATER DISPENSER HGSW HORN GAP SWITCH NDC NOSE DOWN CURB 1 PH SINGLE PHASE VENT VENTILATING �! BR BOTTOM REGISTER DWG DRAWING HM HOLLOW METAL NEUT NEUTRAL S SOUTH VERT VERTICAL BRG BEARING HORIZ HORIZONTAL NIC NOT IN CONTRACT SAN SANITARY SEWER VEST VESTIBULE !� BSMT BASEMENT E EAST HP HORSEPOWER, HIGH POINT NO NUMBER SATC SUSPENDED ACOUSTICAL TILE CEILING VS VENT STACK ! t S9 TE '! t BTU BRITISH THERMAL UNIT EA EACH HR HOUR NOM NOMINAL SC SPECIAL COATING, ACRYLIC VTR VENT THRU ROOF EAT ENTERING AIR TEMPERATURE HS HIGH STRENGTH NTS NOT TO SCALE SCH SCHEDULE VWC VINYL WALL COVERING CENTERLINE EC EMPTY CONDUIT HVY HEAVY SD SPUTTER DAMPER, STORM DRAIN CAP CAPACITY EF EACH FACE HW HOT WATER, HEADWALL OA OUTSIDE AIR SECT SECTION W WIDTH, WASTE, WATER, WATT, WEST I ! �� 2„ CC CENTER TO CENTER EL ELEVATION HWL HIGH WATER LEVEL OC ON CENTER SERV SERVICE W/ WITH I j U 52 CEM CEMENT ELEC ELECTRIC HZ HERTZ OCB OIL CIRCUIT BREAKER SGE SEMI —GLOSS ENAMEL W/0 WITHOUT Ft® CFM CUBIC FEET PER MINUTE EMER EMERGENCY OD OUTSIDE DIAMETER SH SHEET WB WET BULB CI CAST IRON EMT ELECTRICAL METALLIC TUBING ID INSIDE OPNG OPENING SKCP SUSPENDED KEENE'S CEMENT PLASTER WC WATER CLOSET CIP CAST IRON PIPE EP EPDXY IN INCH OPP OPPOSITE SL SLOPE CIR CIRCULATING EQ EQUAL INSUL INSULATION, INSULATED OSD OPEN SITE DRAIN SMH SANITARY MANHOLE WD WIDTH, WINDOW DIMENSION ;�1 QO CJ CONTROL JOINT, CONTRACTION JOINT EQUIP EQUIPMENT INT INTERIOR OVHID,OH OVERHEAD SP STATIC PRESSURE, SINGLE POLE WH WATER HEATER GG� CKT CIRCUIT EVAP EVAPORATIVE INV INVERT SPC SUSPENDED PLASTER CEILING WL WATER LEVEL CL CLEAR, CLOSET EW EACH WAY P PIPE, PAINT, PAINTED SPDT SINGLE POLE, DOUBLE THROW WP WATERPROOF, WEATHERPROOF `�S� CLG CEILING EWC ELECTRIC WATER COOLER JB JUNCTION BOX PART'N PARTITION SPEC SPECIFICATION WS WASTE STACK, WATER SURFACE, 0 cx CMP CORRUGATED METAL PIPE EXH EXHAUST JC JANITOR CLOSET PB PULL BOX SPST SINGLE POLE, SINGLE THROW WATERSTOP R®�-� CMPA CORRUGATED METAL PIPE ARCH EXIST EXISTING JCT JUNCTION PI POINT OF INTERSECTION SQ SQUARE WT WEIGHT, WALL TILE GIA\N CMU CONCRETE MASONRY UNITS EXP EXPANSION, EXPOSED JST JOIST PIV POST INDICATOR VALVE ST STREAM, SINGLE THROW, STREET, STEAM WWM WELDED WIRE MESH CND,C CONDUIT EXP JT EXPANSION JOINT JT JOINT PJF PREFORMED JOINT FILLER STA STATION CNDS CONDENSATE EXT EXTERIOR PL PLATE, PLASTIC LAMINATE STD STANDARD X—STR EXTRA STRENGTH CO CLEANOUT KCP KEENS S CEMENT PLASTER PLAS PLASTER STL STEEL XFMR TRANSFORMER CODP CLEANOUT W/ DECK PLUG 4 WAY FOUR WAY KIT KITCHEN PLNJ PAPER AND LEAD NEOPRENE JACKET STOR STORAGE COL COLUMN F FAHRENHEIT, FIRE KO KNOCK OUT PLYWD PLYWOOD STR STRUCTURE 2:1 CONC CONCRETE FABX FIRE ALARM BOX KV KILOVOLT PNL PANEL SUP SUPPORT SLOPE 2 HORIZONTAL TO 1 VERTICAL CONC—S CONCRETE, STEEL TROWELED & SEALED FD FLOOR DRAIN, FIRE DAMPER KVA KILOVOLT --AMPERE PRELIM PRELIMINARY SUSP SUSPENDED COND CONDUCTOR FDN FOUNDATION KW KILOWATT PRESS PRESSURE SW SWITCH 1 ON 2 CONN CONNECTION FDR FEEDER PRIMI PRIMARY SWBD SWITCHBOARD SLOPE 1 VERTICAL ON 2 HORIZONTAL CONTT CONSTRUCTION FFE FINISHED FLOOR ELEVATION L LOUVER, LENGTH, LENGTH OF CURVE PRV PRESSURE RELIEF VALVE SWGR SWITCHGEAR CONT CONTINUOUS FH FIRE HYDRANT LA LIGHTNING ARRESTOR PS PULL SWITCH SYM SYMMETRICAL Q DEFLECTION ANGLE FRED CO MIDDLE SCHOOL REVISIONS OAFS �.� T H OF , NO. DATE 1 S E r1_.jT 95 U APP ROBERT B. OLIVER No. 3079 � 03543.COMM NO. iver e n 0 ESS2 ®® C®un r Club Dive, Plaza One, Building E,Blacksburg, VA 24060 Tel. (540) 5 2 - 2 51 FAX: (540) 951-0219 � ,� � AMBLER WEB , ; . � SHEET ® V. HUDY. IV o CERTIFICATE No. T 7104 4068 iT1 F cam'- FESS SHEET OF 95Q3 S1 1=`i?dY Ad 4{iq �1 3.�4 oIT N p7'28' 49" E - 75092 -60' TYP R.O.W. 1 A I 1 BUILDING SETBACK LINES P.I.N. 42-A-213 0 ROBERT & SARAH SMITH USE: RESIDENTIAL ZONING: RA STUDENT PARKING LOT - P.I.N. 42-A-212 0 CARROLL NEWBAUGH USE: VACANT ZONING: RA P.I.N. 42-A-227 STEWART S. YEAKL.EY Qi USE: VACANT ZONING: RA 11 { 1 3'00" W - - 780.OB I 229.78 0' TYP EXCEPT { 0 AT R.O.W. { I i I I I I I I i � I i I P.I.N. 42-6-A I z, COUNTY SCHOOL BOARD 49" I OF FREDERICK COUNTY - _ N rn ,� USE: APPLEPIE RIDGE ELEMENTARY SCHOOL ZONING: RA z { � �� rnW P.I.N. 42-5-D1 CHURCH OF LATTER DAY SAINTS USE: CHURCH g I I ZONING: RA 1 P.I.N. 42-A-210 Q JAMES & ANN BEAVER USE: RESIDENTIAL ZONING: RA 1 1 I 1 EXIST PRACTICE FIELD i N 10'04'00" E -_.-__--- - APPLE PIE RIDGE ROAD - STATE ROUTE 739 OVERALL SITE PLAN 1 "-100' P.I.N. 42-A-198 MARY ELLEN POPE Ai USE: RESIDENTIAL ZONING: RA. P.I.N. 42-7-1 0 JERRY & MARY BASSLER USE: RESIDENTIAL ZONING: RA 0 P.I.N. 42-A-205 ROY RUDOLPH USE: VACANT ZONING: RA 100 GENERAL NOTES: 1. UTIUIIIES SHOWN ON THIS PLAN REPRESENT UTIUTY LOCATION AS DETERMINED FROM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES WITHIN THE CONSTRUCTION LIMITS. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES AND MISS UTTUTY FOR VERIFICATION OF UTILITY LOCATIONS. 2. ALL UTILITIES AND OTHER STRUCTURES DAMAGED AS A RESULT OF' CONTRACTOR'S ACTIONS SHALL BE REPLACED AND)/OR REPAIRED TO A CONDITION EQUAL TO OR BETTER THAkN THAT PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MAFRSH & LEGGE, LAND SURVEYORS, P.L.C., WINCHESTER, VIRGINIA. 4. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL BE IN CONIFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STAINDARDS AND SPECIFICATIONS, LATEST EDITION. 5. RAIS;E OR LOWER EXISTING MANHOLE AND DROP INLET COVERS AS 'NECESSARY TO PLACE COVERS FLUSH WITH FINISHED GRADE. 6. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION PER PAVEMENT REPAIR DETAILS. 7. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. 8. COORDINATE WORK WITH SCHOOL PERSONNEL TO MINIMIZE INTERFERENCE WITH SCHOOL ACTIVITIES. 9. OWNIER / DEVELOPER: IFREDERICK CO. PUBLIC SCHOOLS '1415 AMHERST ST. 'WINCHESTER, VA 22601 1(540) 662-3889 10. MAGI'ISTERIAL DISTRICT: GAINESBORO All. ZONING: RA -RURAL AREAS A 12. PROPERTY ID N I A ON NUMBER (PIN) 42-5-D TOTAL AREA 67.3 ACRES t A 13. MAXIMUM HEIGHT OF EXISTING BUILDING AND NEW ADDITION 29'-4". 0 14. EXIS-T1NG PARKING SPACE DATA: REGULAR PARKING SPACES 625 HANDICAP PARKING SPACES —2 TOTAL PARKING SPACES 627 EXISTING LEGEND NEW 0 STORM SEWER MANHOLE SANITARY SEWER MANHOLE STORM SEWER (ROOF DRAIN LDR) _------ -- ---_- SANITARY SEWER 4" SAN WATER LINE GAS LINE G CLEANOUT • �Y EXIST CONC TO BE DEMOLISHED CONCRETE WALKS /PADS -- CONCRETE CURB 0 " TREE 921.30 EX WALK SPOT ELEVATION �921.30 F, -10 CONTOUR - 620 GRAPHIC SCALE 0 50 100 2001 400 ( IN FEET ) 1 inch = 100 ft.. APPROVED BY ZONING ADMINISTRATOR AAf �/ SIGNATURE/ D TE ROBERT B. OLNER No. 1-� 03543 � rn O 00 c� Q z w � to U ✓=i A O z .,.., P z 0. O per.. � Q Y U a' w 0 w 1` z (' O a� . 0 N CU? CO >rn �o x W w ao b a.� O N e� a a) v--1 1-4 Q � .0 C11 � I Ln �co • � lam/ • my O A\ co &iw O � Q z c) Q J O ' U 0- V) t- U W O _ = x CL w ►— z 1 o O V) U O Y U w (n 0 w W Q c Ln z Q, C L-C) w rn Q V) t' o �- U a a- o o � a F- a� o) o 9503000t 1=t00.00 �TDP OC7 75,y2:t9 pm C1 G G G I----------------------- II I G L— — — aW -BOLLARD NEW CONCRETE - - - - - - - - - - _ tiyDUMPSTER PAD- ~ NEW BOLLARD--\ NEW CONC CURB-- -- NEW 6" CONC WALK I r J I' II I II -EXIST COOLING I U TOWER Brick Wall — — Remove Exist Conc Pad { I CD x NEW CONC CURB— I ki Remove Exist Sidewalk--:00' NEW BUILDING ADDITION Remove Exist Curb FFE 921.22 I - (- Paved Park i n 00 EDGE COND UNIT PAD ' (I g �\ NEW CONC WALK c°. ---- _ I � CENTER ON NEW DOOR o� ! T— NEW 6'-7"x4'-6" CONCRETE o z ✓i .. �% CONDENSING UNIT PAD -- o o Remove Exist I o Tree --- ° EXIST PAD AND OVERHEAD ° ° o CANOPY TO REMAIN. SEE ARCH 0 r -1 r 4 SAW -CUT & REMOVE PORTION IMobile I Mobile I I Mobile Exisl Curb ° ® o ° I OF EXIST CONC PAD TO ENLARGE Classroom Classroom Classroom To F�emain °o o °0 0 GRASS AREA. I� I I I ° a° EXIST CONC PAD TO BE L J L J L— ._. J I� e o o� °� o REMOVED. OVERHEAD HC Ramp y` ° ° o o ° CANOPY TO REMAIN. (( To Remain.�j ° o ° ° ° SEE ARCH -- - -I r f -I f °► i NEW BU FFE 921.22 Mobile Mobile Mobile I' b Exist Classroom I I Classroom I I Classroom of L✓ =�_-`--�.- _j L — ...� L_ _ J I�ti) Remove Exist G _------- -� �- G `'-- — - --_�_ - _ --__ `^ -------------_-_--- 1� ° � � t x5' Cone Sdw/k.. If y _ Remove Exist 6' Con repr) n % A f, r- k I r' 1 &.1 r\ f_1 k I U! A I 111/Z 5 EXIST 15' SHEN ANDOAH/� GAS CO. EASEMENT - STL TROWEL FIN SEALED CONC 6"0 SCH 40 STL PIPE W/ FILL (PAINT) I + Z ` co SLOPE CONCRETE d' TOP I I 1 I I I COMPRESSIBLE JOINT FILLER --. I I \ I I rB I I I ' I I I I t V\_ :Wo WELDED � o KEY J _ _ _ L :3 L _ _ J I� � KEY CONC BOLLARD DETAIL 1„_1I-O" c AND PAT10�-------- G SITE PLAN SCALE: 1 " = 20' G TACK COAT EXISTING 2 STORY BRICK BUILDING JA MES WOOD HIGH SCHOOL CAFETERIA AREA FINISHED FLOUR ELEVATION=921.22 2' 0 verhan q, See Arch NEW BUILDING ADDITION FFE 921.22 A nnn­ U\� z SAW CUT PAVEMENT EDGE TACK COAT 0 U 12" MIN. DISTURBED AREA OR _A�l"- O 0 J O C GRAPHIC SCALE 20 0 10 20 40 80 I ( IN FEET) i inch = 20 ft. I I I I I i �1 Overhang T I 00,_ I rh t o —NEW CONC PATIO ( Greenhouse I _ o I I ao G 15" - SM-2A ASPHALT PATCH, TWICE THICKNESS OF EXISTING PAVEMENT 12" SECTION (2" MIN.) MIN.//_ TACK COAT / �-- EXIST PAV'T u PAVEMENT REPAIRS NO SCALE PRIME COAT BACKFILL DISTURBED AREA WITH COMPACTED VDOT NO. 21-8 STONE NOTES THIS SHEET: 1. UNILESS OTHERWISE NOTED, ALL DIMENSIONS TO BUILDINGS REFER TO THE FAKE OF THE BUILDING. 2. UNILESS OTHERWISE NOTED, ALL DIMENSIONS TO CURBS REFER TO THE FACE OF THE CURB EXCEPT THAT NOTES SUCH AS "6' WALK" REFER TO THE WIDTH OF THE WALK MEASURED FROM THE BACK OF THE CONCRETE CURB. 3. WHERE PORTIONS OF EXISTING CONCRETE SLABS ARE INDICATED TO BE REMOVED, SAW CUT AROUND THE AREA TO REMAIN TO PROVIDE A SMOOTH EDGE. WHERE NEW CONCRETE ABUTS EXISTING CONCRETE TO REMAIN, PROVIDE AM EXPANSION JOINT. 4. UNILESS OTHERWISE NOTED, ALL NEW CONCRETE WALKS, PADS AND PATIOS SHALL BE 4000 psi CONCRETE, 4" THICK, REINFORCED WITH 6x6, W1.4xW1.4 WWF OR FIBER REINFORCING. PLACE CONCRETE OVER 4" OF CRUSHED STONE. 5. NEW 8" CONCRETE DUMPSTER PAD SHALL BE 4000 psi CONCRETE, REINFORCED W/ #4010, E.W. PLACED 3" CLEAR FROM TOP OF SLAB. PLACE CONCRETE OVER 8" OF CRUSHED STONE. 6. ALL EXISTING CONCRETE WALKS AND PADS INDICATED TO BE DEMOLISHED SHALL BE ASSUMED TO BE 4" THICK, REINFORCED WITH WWF. t,1NAC SITE PLAN fvATE 11 1-I 1I 4;j H nF r� ROBERT B. OLIVER No. -�- 03543 rn O 00 a� � Q V) r-- w M M 0 � � O z z i _j o � Q w Q w �z 0 � �o nt t ao 0 Ln i� v W b .a C�e a� O cc. r� r a Q .a c\t Z I z O -- 0 a z 0 � .J O 0 O v- U o z _ U w CD 0 O >= w ,- � z F_ 0 O cn v O Y U w 0 V)w � w LL Q o Ln z rn CD CL a T) CO Ld U n_i n f-- a_ 0 ►-- OI m al v a� C bt A I .d .x o Ca Ct U <C C2 H.M. -RR Spike Set in Po wer Pole Elev.-920.55 0� �) 1 3 W. V. / o I EXIST COOLING �\ I 1 � li TOWER/ Approx. 12" W/M GU as / I W I 4 " PL A GA S SER VIE G G - - �- Approx G /Brick Walll' ' 9..2�-j \ F921.1 2 42 2�� ____- tiY im 921.22 _ E _ x. ire � 92 t , 22 - Hydrant R=920 26 _,-f- f�00F DRAIN LEADER i Inv. = 91 c o 4" D FOR CONTINUATION i c/ 920, INV 917.07 / J SEE SHEET P2 INV 917,38- INV 918.22 I SET TOP OF NEW CURB A AND WALK EDGE 6" I ABOVE EXIST GRADE 7,NEW BUILDING ADDITION I 3 I �Pa v e d ParkinNEW GAS SERVICE LINE INV 918.0 \ g BY GAS CO., SEE SH _ ) P4 FOR CONT. G/ G - I r 20,47 921,22 2 .4�0c� X PAD PS 20,59 I � EX PAD r- - -1 r- II ( Mobile I I Mobile ( I Mobile I I Classroom Classroom Classroom L J L J L-J c7 I HC Romp To Remain, 920.30 - ­1r I PS I I Mobile I I Mobile ( I Mobile I ( \ I Classroom I ( Classroom I ` Classroom II I 921,00 I) i I-X PAD L- - - - - -- L __ - J L J L -----_-_-___---_------------------- 20.50 920.64 G - EX WALK �- G -_ 1�20. 3Q Y 920.52 Approx. ---&c WALK Locution 6 " p G HA - P Gos L in e � X 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. �ijrp 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FAE CONSTRUCTION OF A SILT FENCE FFE 921.22 ROOF DRAIN LEADER FOR CONTINUATION SEE SHEET P2 INV 918.22 EXISTING 2 STORY BRICK BUILDING JA YES WOOD HIGH SCHOOL CAFETERIA AREA FINISHED F� OOR ELEVA TION=921.22 EROSION CONTROL NOTES: 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUIDELINES AND PROVISIONS SET FORTH IN THE EROSION CONTROL NARRATIVE. 2. THE PLAN APPROVING AUTHORITY SHALL BE NOTIFIED BY THE CONTRACTOR ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF THE LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL EROSION AND SEDIMENT CONTROL/'TRAPPING MEASURES ARE TO BE PLACED AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP IN CLEARING OR GRADING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE EROSION CONTROL LAWS AND REGULATIONS WHERE APPLICABLE TO OFFSITE DISTURBED AREAS SUCH AS BORROW AREAS, FILL AREAS, etc. CONTRACTOR SHALL PREPARE AND OBTAIN APPROVAL OF EROSION CONTROL PLANS FOR THESE AREAS. 6. CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY THE OWNERS AGENT/INSPECTOR OR THE PLAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 12. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 13. STABILI ZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES FOR UNDERGROUND UTILITIES. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BE THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AND/OR VEGETATION REMOVED FROM THE SITE AT AN OFFSITE LOCATION IN ACCORDANCE WITH APPLICABLE LOCAL REGULATIONS. I 9. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES I SHALL BE MADE IMMEDIATELY. NOTES THIS SHEET: 10. PERMANENT OR TEMPORARY STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE 1. UNLESS OTHERWISE NOTED, ALL NEW CONCRETE WALKS AND PADS SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS ( WHICH ABUT EXISTING CONCRETE SHALL BE SET FLUSH WITH TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT EXISTING CONCRETE. (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. i 2. ANY CLEANOUTS LOCATED IN ASPHALT OR CONCRETE PAVED AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAMES AND COVERS. NEW BUILDING ADDITION I 11. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING T _ FFE 921,22 FOR CONTINUATION MEASURES. 3. UNLESS OTHERWISE NOTED, ALL RIP RAP PADS AND OUTLET PROTECTION I ( - - T x PROVIDE OFlLTER �BRICLBENEATH �OT CLASS Al RIP RAP. SEE SHEET P2 �1 Overhang 920.9 NEW 2" SAN SCH PVC) APPROX. LOG. EXIST INV 9188..22, SEE NEW BUILDING ADDI ON 921,22 FOR CONTINUATION TIME CAPSULE TO BE 4. THIS PLAN REPRESENTS SITE CONDITIONS IN COMPLETED STATE. FOR -._.. SH P1 FOR CONT. FFE 921.22' �� REMOVED BY SCHOOL 921.22 I DIMENSIONS AND ITEMS TO BE DEMOLISHED, SEE SH C2. SEE SHEET P2 PERSONNEL 21,00 � 921.2 INV 918.22 92.1 , 22 I 921.0 C/0 vfu I �S 21 . 16 y% c�21. 04 cu v 921.04 x Greenhouse 920 . s7 _ P INV ROOF I 9208 I c o 920,97 � EW 3" SCH 40 PVC LEADER 918.22 920. CONDENSATE DRAIN. 920.76 \ 20 s INV ROOF INV 918.22 2a.7 I I \ -FIELD VERIFY LOCATION � LEADER 916.20 FOR CONT. SEE SH P1 + � 920 AND DEPTH INV R00 , I LEADER 972 x G - 920 920.80 /o PS _J 920.80 o PS 921 Gas Meter X \ Ex. Gas Main / 92 0. 33------- x-_____- G San. Sewer M. H. X 20 Rim = 916.13 SF \ Out= 911.04 x " x x x In= 911.23 SF I () �-- --- � 50', TYP _-INV ROOF DRAIN o or" LEADER 913.901 91� 17.50' TYP o. � C �.I b�'94 SITE PLAN SCALE: 1" = 20' NO PROJECTION OF PIPE ABOVE GROUND LINE •' OF •- OF FILL GROUND LI NE GROUND LINE GROUND LINE EARTH �•••� -ROCK OR ?i• EARTH •i� •• pia• DING SOIL• �ii•� 4" BEDDING 8 DOING BEDDING II' MATERIAL�.. •. BE MAINTAINED PE1•X FIRM TO THE TOP OF THE PIPE T BEARING SOIL NORMAL WTH FOUNDATION 24" M DIMENSION TO BE MAINTAINED TO THE •• • OUNDATION SOFT,• - MA� BE ELIMINATED UNDER ENTRANCE PIPE BY ENGINEER ROCK FOUNDATION 11, OTHERWSE UNSUITABLE MATERIAL PIPE-- PROJECTING ABOVE GROUND LINE TOP OF FILL TOP OF 10P OF LINE f:..ti.❖.❖.. Vu .•❖.❖.�e.�.! .ri�.e•..� .❖.❖ ROCI< OR /%�/''YIELDINC � •.a•.e .❖.•.+a.•.. jr.��..•.•.•ae.• 1 4" BEING EARTH11����"OIL MATERIAL BEDDING -AR TH ARM BEARING SOIL ORBEDDING PER 1• MATERIAL DEPTHX SHOVq• PLANS OF X MATERIAL NORMAL • / . 24 MAX ROCK FOUNDATION. • . •FT, �`IELDMG, OR OTHERVASE CULVERTS LESS THAN d=36" FLEXIBLE PIPE H - HEIGHT OF COVER MEASURED FROM •• OF DRAINAGE STRUCTURE TO CULVERTS WHERE d-36" AND OVER FINISHED GRADE. • BEDDING MATERIAL IN ACCORDANCE. . 1 AND BRIDGE METHOD -A- PIPE BEDDING SHALL BE USED AS .... FOLLOWS UNLESS OTHERVAASE NOTED ON PLAN& BACKFILL MATERIAL IN ACCORDANCE NTH SECTION 302.07 OF THE ROAD AND BRIDGE SPECIFICATIONS 1 RLLS UP 0 30' (NO PROJECTION OF PIPE ABOVE EMBANKMENT GROUND FILLS UP TO 1 (PIPE PROJEC11ON ABOVE GROUND1/ . DETAILED UNDER METHOD A, PROJECTIONCONDITION. METHOD 81 AND 82 PIPE BEDDING DETAIL - VDOT STANDARD PB-1 NO SCALE SEE T/ BELOW 18" SQUARE PAD VDOT TYPE A3 CONCRETE 6" GRADE SURFACE AWAY FROM CLEANOUT PREP �Rv P�0 AR��S o / INV ROOF DRAIN - LEADER 914.00t 'lgoo�, i - EANOUT ADAPTER & THREADED PLUG r +r- /-SET HEIGHT AS REQUIRED I 45' BEND -COMPACTED VDOT NO. 10 STONE OR SAND TO SUPPORT RISER -DIRECTION OF FLOW " SANITARY CLEANOUT TYPE 2 FOR BENDS LESS THAN 450 FITTINGS REQUIRED FOR EACH CLEANOUT CLEANOUT 0 WYE 45' BEND 22 1/2' BEND ADAPT STRAIGHT 0 1 1 0 0 THRU BEND 11 1/4' 1 1 0 1 22 1/2' 1 1 1 0 33 3/4' 1 1 1 1 45' 1 2 0 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. DIRECTION OF FLOW 2'-0" ! 18" SQUARE PAD VDOT TYPE A3 CONCRETE GRADE SURFACE AWAY FROM CLEANOUT W EROSION CONTROL LEGEND SYMBiOL DESCRIPTION ST'D. & SPEC. CS;) PERMANENT SEEDING 3.32 SF _ _ SILT FENCE 3.05 OP' OUTLET PROTECTION 3.18 0 } SEE TABLE BELOW -0-" -TRAFFIC BEARING COVER \ 1 SET FLUSH WITH FINISHED GROUND OR PAVED SURFACE SET HEIGHT AS REQUIRED 45' BEND COMPACTED VDOT NO. 10 STONE OR SAND .� 18" TO SUPPORT RISER 45' BEND FOR BENDS GREATER THAN 45* FITTINGS REQUIRED FOR EACH CLEANOUT CLEANOUT a� WYF 45• RFNn 99 1/9' RFNO 11 1/4' RFNn ADAPT BEND 56 1/4- 1 2 0 1 T 67 1/2' 1 2 1 0 T 78 3/4' 1 2 1 1 T 90' 1 3 0 0 T H 0,��• C5 Z " ROBERI B. OLIVER No. 03543 rn O Q z w 0 ril a z o o z a I •' Q) CL U cn Q Y U w Q w u, Q o z � C � O C�2 CQo >� tlo Z ►ten n � d W °v a� O � 1 W N Cd r� a U Q .� � I L)� L) ram., u) F- 1 lid, Lo . P..Ij o� z 0 F-- C� Q z 0 0 Of J 0 0 O U o (J-) z F- U W 0 O mow•- z ►- O O V U 0 Y LLJ 0 C/') LLJ of L1J Q moo o Lr) z Q, O CL In w u) Q cn o c.> a- 0 I a p 011 ml j CL �- - ! 4b y U > f.� t7 Ca U �C z Q CD z a-- o� Q 0 ry ry z 0 LLJ U � z -_� 0 0 W ry I- LLJ V) Q z Q C3 u I—, "'. 9503CO031-1.00 1DP OCT 25 2:21 pm N 07'28' 49" E _ — 750.92 N STUDENT PARKING LOT N 12'55'27" E 4 27.36' — APPLE PIE MIME ROAD - STATE ROUTE 739 MASTER SITE PLAN 1 "=100' ,N1213145�� MAY1993 RECEIVE® DEPT. OF PLANNING AND DEVELOPMEW �^ GRAPHIC SCALE 100 0 so 100 200 400 ( IN FEET ) 1 inch = 100 ft_ MILLS, OLIVER & WEBB, INC. ARCHITECTS • ENGINEERS BLACKSBURG, VIRGMA designi „. drawn TDP cheeke PP approved .. comm 1 9154.1 ,date:'R 93 JAMES WOOD HIGH SCHOOL RIDGE CAMPUS RENOVATIONS —PHASE R iPROJECT No 34-3C FREDERICK COUNTY, \ARGINIA no. revisions date MASTER SITE PLAN 1 7 INDEX OF DRAWIN�GS­, Tl TITLE SHEET Cl OV(ERAL.L SITE PLAN C2 SITE DEMOLITION AND DIMENSIONAL PLAN C3 SITE UTILITIES, GRADING AND EROSION CONTROL PLAN i FA I= VV CO E) 1i I IrA 11 S C i 11D ID L Al OVERALL ROOF PLAN A2 RO)OF DETAILS & NEW WORK ROOF PLAN AREA 'E' A3 OVERALL LOWER LEVEL FLOOR PLAN A4 OVERALL UPPER LEVEL FLOOR PLAN A5 DEMOLITION LOWER LEVEL FLOOR PLANS mr 1 or A6 NEW WORK LOWER LEVEL FLOOR PLANS A7 DEMOLITION UPPER LEVEL FLOOR & ROOF PLANS A8 co NE''W WORK UPPER LEVEL FLOOR & ROOF PLANS A9 DO)OR SCHEDULE & DOOR DETAILS A10 FINISH SCHEDULE & MISCELLANEOUS DETAILS All BUJILDING ELEVATIONS Al2 BU)ILDING SECTIONS A13 WALL SECTIONS A14 WALL SECTIONS A15 SHELVING & CABINET DETAILS A16 CAkBINETS, SHELVING, CHALK & TACK BOARDS, AND FLOOR FINISHES A17 CAkBINETS, SHELVING, CHALK & TACK BOARDS, AND FLOOR FINISHES Al LOWER LEVEL REFLECTED CEILING PLAN A19 UPPER LEVEL REFLECTED CEILING PLAN FS1 FOOD SERVICE EQUIPMENT SCHEDULES FS2 FOOD SERVICE EQUIPMENT PLAN FS3 FOiOD SERVICE PLUMBING & MECHANICAL PLAN FS4 FOOD SERVICE ELECTRICAL PLAN STATE PROJECT NO 34 3D S1 SCIHEDULES, NOTES & DETAILS - S2 FOUNDATION PLAN S3 FRAMING PLAN: SECOND FLOOR AND LOWER ROOF FR.EDERICK COUNTY, VIRGINIA S4 FRAMING PLAN: UPPER ROOF S5 SECTIONS & DETAILS Pi PLUMBING FLOOR PLANS AREA 'A' & 'B' P2 UPPER LEVEL PLUMBING PLAN AREA 'C' P3 KITCHEN DEMOLITION PLAN P4 NEW WORK KITCHEN PLAN Ml MECHANICAL LEGEND & DETAILS M2 DEIMOLITION LOWER LEVEL FLOOR PLAN M3 NEI ' W WORK LOWER LEVEL FLOOR PLAN M4 NEW WORK UPPER LEVEL FLOOR PLAN A B B R EV I A T 1 0 N S M5 MECHANICAL SCHEDULES AND DETAILS El ELECTRICAL LEGEND, SCHEDULES AND DETAILS E2 LO)WER LEVEL DEMOLITION PLAN E3 UPIPER LEVEL DEMOLITION PLAN & AND CONTR CONTRACTION FHC FIRE HOSE CABINET LAV LAVATORY PSF POUNDS PER SQUARE FOOT 3 WAY THREE WAY E4 LIG,HTING PLANS AB ANCHOR BOLT, AUGER BORING CONY CONVERTER FIG FIGURE LBS POUNDS PSI POUNDS PER SQUARE INCH 3/C THREE CONDUCTOR E5 LO)WER LEVEL POWER AND SIGNAL PLANS ABS AIR BREAK SWITCH COP,CU COPPER FIN FINISH LC LEAD COVERED PT POINT, POINT OF TANGENT 3/p THREE POLE ABV ABOVE CORR CORRIDOR FJ FELT JOINT LL LIVE LOAD PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE T TILE, TOP, TANGENT E6 UPIPER LEVEL POWER AND SIGNAL PLAN AC AIR CONDITIONING, ASBESTOS CEMENT, CID NONREINFORCED CONCRETE PIPE FL FLOOR, FLASHING LLH LONG LEG HORIZONTAL PVI POINT OF VERTICAL INTERSECTION T&B TOP AND BOTTOM E7 RISER DIAGRAMS ASPHALTIC CONCRETE CPT CARPET FLUOR FLUORESCENT LLV LONG LEG VERTICAL PVT POINT OF VERTICAL TANGENT TC TOP .OF CURB E8 PAINELBOARD SCHEDULES ACB AIR CIRCUIT BREAKER CR CEILING REGISTER FPH FROST PROOF HYDRANT LT LIGHT TEL TELEPHONE E9 PAINELBOARD SCHEDULES ACSR ALUMINUM CONDUCTOR STEEL REINFORCED CRS CORROSION RESISTANT FPM FEET PER MINUTE QT QUARRY TILE TEMP TEMPERATURE, TEMPORARY ACST ACOUSTIC CSK COUNTER SUNK FR FRAME MACH MACHINE TERM TERMINAL El 0 WIRING DIAGRAMS AD AREA DRAIN CT CERAMIC TILE, CURRENT TRANSFORMER FS FULL SIZE MAS MASONRY R RADIUS, RISER, RUBBER SHEATH TH TOTAL HEAD (PUMPS) ADJ ADJUSTABLE CTR CENTER FT FOOT, FEET, FLOOR TILE MATL MATERIAL RA RETURN AIR THRSLD THRESHOLD AL ALUMINUM CW COLD WATER FTG FOOTING MAX MAXIMUM RAD RADIUS THRU THROUGH ALT ALTERNATE CWB CAPILLARY WATER BARRIER MBH THOUSAND BTU PER HOUR RCP REINFORCED CONCRETE PIPE TP TEST PIT AMP,A AMPERE GA GAGE MD MANUAL DAMPER RD ROOF DRAIN, ROAD TR TOP REGISTER ANOD ANODIZED D DEPTH, DEEP, DEGREE OF CURVATURE GALV GALVANIZED MECH MECHANICAL RECP RECEPTACLE TS TOP OF STEEL, TOP OF SLAB AP ACCESS PANEL D PNL DISTRIBUTION PANEL GL CLASS MET METAL RED REDUCING TIN TOP OF WALL APPROX APPROXIMATE DB DRY BULB, DECIBEL, DIRECT BURIAL GLE GLOSS ENAMEL MID,,MDL MIDDLE REFL REFLECTIVE TYP TYPICAL ARCH ARCHITECTURAL DEMO DEMOLITION GPM GALLONS PER MINUTE MH MANHOLE REG REGULATOR, REGISTER VICINITY MAP ARR ARRESTOR DET DETAIL GR GRADE MIN MINIMUM, MINUTE REINF REINFORCEMENT UG UNDERGROUND ASPH ASPHALT DH DRILL HOLE GRD GROUND MISIC MISCELLANEOUS REQD REQUIRED UH UNIT HEATER AT ACOUSTICAL TILE DIA DIAMETER GSU GLAZED STRUCTURAL UNIT MID MOTOR OPERATED, MASONRY OPENING REV REVISION AWG AMERICAN WIRE GAGE DIM DIMENSION GIN GROUND WATER MID MEDIUM PRESSURE RF ROOF V VENT, VOLT, VALVE, VINYL DL DEAD LOAD GYP GYPSUM MTD MOUNTED RI RUBBER INSULATED V ASB VINYL ASBESTOS APPLE PIE B BOTTOM, BATH DMPR DAMPER MTG MOUNTING RL RAIN LEADER VAC VACUUM ELEMENTARY SCHOOL BD BOARD DN DOWN H,HGT HEIGHT MWP MEMBRANE WATERPROOFING RM ROOM VB VINYL BASE BHP BRAKE HORSEPOWER DO DITTO HB HOSE BIBB RO ROUGH OPENING VC VARNISH CAMBRIC, VITRIFIED CLAY BLDG, BUILDING DS DOWNSPOUT HD HARD DRAWN N NORTH RPM REVOLUTIONS PER MINUTE VCP VITRIFIED CLAY PIPE BLK BLOCK DW DRYWALL HDW HARDWARE NC NON CORROSIVE VCT VINYL COMPOSITION TILE BR BOTTOM REGISTER DING DRAWING HM HOLLOW METAL NEUT NEUTRAL S SOUTH VERT VERTICAL BM BEAM DWD DRINKING WATER DISPENSER HGSW HORN GAP SWITCH NDC NOSE DOWN CURB 1PH SINGLE PHASE VENT VENTILATING BRG BEARING HORIZ HORIZONTAL NIC NOT IN CONTRACT SAN SANITARY SEWER VEST VESTIBULE BSMT BASEMENT E EAST HP HORSEPOWER, HIGH POINT NO NUMBER SATC SUSPENDED ACOUSTICAL TILE CEILING VS VENT STACK SITE BTU BRITISH THERMAL UNIT EA EACH HR HOUR NOM NOMINAL SIC SPECIAL COATING, ACRYLIC VTR VENT THRU ROOF EAT ENTERING AIR TEMPERATURE HS HIGH STRENGTH NTS NOT TO SCALE SCH SCHEDULE Vwc VINYL WALL COVERING CENTERLINE EC EMPTY CONDUIT HVY HEAVY SD SPLITTER DAMPER, STORM DRAIN CAP CAPACITY EF EACH FACE HW HOT WATER, HEADWALL OA OUTSIDE AIR SECT SECTION IN WIDTH, WASTE, WATER, WATT, WEST CC CENTER TO CENTER EL ELEVATION HWL HIGH WATER LEVEL Oc ON CENTER SERV SERVICE W/ WITH 522 CEM CEMENT ELEC ELECTRIC HZ HERTZ OCB OIL CIRCUIT BREAKER SGE SEMI —GLOSS ENAMEL W/o WITHOUT CFM CUBIC FEET PER MINUTE EMER EMERGENCY OD OUTSIDE DIAMETER SH SHEET wl WET BULB CI CAST IRON EMT ELECTRICAL METALLIC TUBING ID INSIDE OPNG OPENING SKCP SUSPENDED KEENE'S CEMENT PLASTER WC WATER CLOSET \Y:kx\ CIP CAST IRON PIPE EP EPDXY IN INCH OPP OPPOSITE SL SLOPE CIR CIRCULATING EQ EQUAL INSUL INSULATION, INSULATED OSD OPEN SITE DRAIN SMH SANITARY MANHOLE IND WIDTH, WINDOW DIMENSION Ci CONTROL JOINT, CONTRACTION JOINT EQUIP EQUIPMENT INT INTERIOR OVHD,OH OVERHEAD SID STATIC PRESSURE, SINGLE POLE WH WATER HEATER CKT CIRCUIT EVAP EVAPORATIVE INV INVERT SPIC SUSPENDED PLASTER CEILING WL WATER LEVEL CL CLEAR, CLOSET EW EACH WAY P PIPE, PAINT, PAINTED SPDT SINGLE POLE, DOUBLE THROW WP WATERPROOF, WEATHERPROOF CLG CEILING EWC ELECTRIC WATER COOLER JB JUNCTION BOX PART`N PARTITION SPEC SPECIFICATION INS WASTE STACK, WATER SURFACE, CiAl-el CMP CORRUGATED METAL PIPE EXH EXHAUST ic JANITOR CLOSET PB PULL BOX SPST SINGLE POLE, SINGLE THROW WATERSTOP CMPA CORRUGATED METAL PIPE ARCH EXIST EXISTING JCT JUNCTION PI POINT OF INTERSECTION SQ SQUARE WT WEIGHT, WALL TILE CMU CONCRETE MASONRY UNITS EXP EXPANSION, EXPOSED JST JOIST PIV POST INDICATOR VALVE ST STREAM, SINGLE THROW, STREET, STEAM wwm WELDED WIRE MESH CND,C CONDUIT EXP JT EXPANSION JOINT JT JOINT PJF PREFORMED JOINT FILLER STA STATION CNDS CONDENSATE EXT EXTERIOR PL PLATE, PLASTIC LAMINATE STD STANDARD X—STR EXTRA STRENGTH Co CLEANOUT KCP KEENE'S CEMENT PLASTER PLAS PLASTER STL STEEL XFMR TRANSFORMER CODP CLEANOUT W/ DECK PLUG 4 WAY FOUR WAY KIT KITCHEN PLNJ PAPER AND LEAD NEOPRENE JACKET STOR STORAGE COL COLUMN F FAHRENHEIT, FIRE KO KNOCK OUT PLYWD PLYWOOD STR STRUCTURE 2:1 CONC CONCRETE FABX FIRE ALARM BOX KV KILOVOLT PNL PANEL SUP SUPPORT SLOPE 2 HORIZONTAL TO 1 VERTICAL CONC—S CONCRETE, STEEL TROWELED & SEALED FD FLOOR DRAIN, FIRE DAMPER KVA KILOVOLT —AMPERE PRELIM PRELIMINARY SUSP SUSPENDED COND CONDUCTOR FDN FOUNDATION KIN KILOWATT PRESS PRESSURE SW SWITCH 1 ON 2 CONN CONNECTION FDR FEEDER PRIM PRIMARY SWBD SWITCHBOARD SLOPE 1 VERTICAL ON 2 HORIZONTAL CONST CONSTRUCTION FFE FINISHED FLOOR ELEVATION L LOUVER, LENGTH, LENGTH OF CURVE PRV PRESSURE RELIEF VALVE SWGR SWITCHGEAR CONT CONTINUOUS FH FIRE HYDRANT LA LIGHTNING ARRESTOR PS PULL SWITCH SYM SYMMETRICAL 0 DEFLECTION ANGLE FRED CO MIDDLE SCHOOL REVISIONS DATE HST H pF ( � NO. DATE 1 SEPT 95 IL11I APP ROBERT B. OLIVER No. 3079 03543 No. COMM NO."", f9"5 0 3 -.Liver N D n SS �� 173 --mmy-mr Aaam m m TH op _-V H C7�7% 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 2406 SHEET' E T N 0 Telo- (54®) 552-2151 FAX® (540) 951-0219 *C) G. 'UD-Y AMBLER WEB, No, CERTIFICATE No. 4 7104 068 T1 SHEET OF 1995 Mk_!771777 aERU tt4C 9w,q001 1., 20 W 9 A+JC 11 3:04 vn 14 P.I.N. 42-A-213 Q ROBERT & SARAH SMITH USE: RESIDENTIAL ZONING: RA P.I.N. 42-A-212 0 CARROLL NEWBAUGH USE: VACANT ZONING: RA N 07.28' 49" 136.58 N 07'2B' 49 — -- 750:92 _ .--- ---- -- - - - - - - - 1 I _-------_-_-__- STUDENT PARKING LOT - -- ---- ---� ,I —60' TYP C� R.O. W. 1 0 1 1 1 1 PARKING -� BUILDING SETBACK LINES -� LS -L I S 1 SO W 229.78' 4 I I I I ''I I I I I P.I.N. 42-6-A P.I.N. 42-A-227 STEWART S. YEAKLEY Q USE: VACANT ZONING: RA OLLM\ flLf�3 780.08' I '70' TYP EXCEPT Q AT R.O.W. I I I COUNTY SCHOOL BOARD OF FREDERICK COUNTY USE: APPLEPIE RIDGE ELEMENTARY SCHOOL .3 ZONING: RA I � I I I i I P.I.N. 42-5-D1 CHURCH OF LATTER DAY SAINTS USE: CHURCH ZONING: RA MIA 4 I o'o 1' P.I.N. 42-A-210 0 JAMES & ANN BEAVER USE: RESIDENTIAL ZONING: RA P.I.N. 42-7-1 JERRY & MARY BASSLER USE: RESIDENTIAL ZONING: RA 1 1 1 1 1 1 � 1 1 1 1 1, '1 1 I I z 1 co co 1 o a, o rn �b N N�� �- 1 I 1 i EXIST PRACTICE FIELD I 1 1 1 1 0 P.I.N. 42-A-205 ROY RUDOLPH USE: VACANT ZONING: RA N 10.04'00" E -427.36'----- ------ APPLE PIE RIDGE ROAD - STATE ROUTE 739 ____------------_------------- -_-__ OVERALL SITE PLAN 1 "-100' P.I.N. 42-A-198 MARY ELLEN POPE Qi USE: RESIDENTIAL ZONING: RA FA GENERAL NOTES: 1. UTILITIES SHOWN ON THIS PLAN REPRESENT UTIUTY LOCATION AS DETERMINED FROM A FIELD SURVEY AND MA'Y NOT REPRESENT ALL UNDERGROUND UTILITIES WITHIN THE CONSTRUCTION OMITS. LOCATIONS AND DEPTHS OF EXI`.STING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UTILITY COWPANIES AND MISS UTIUTY FOR VERIFICATION OF UTILITY LOCATIONS. 2. ALL. UTILITIES AND OTHER STRUCTURES DAMAGED AS A RESULT OF CONTRACTOR'S ACTIONS SHALL BE REPLACED AN[D/OR REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN THAT PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 3. BOU)NDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MAIRSH & LEGGE, LAND SURVEYORS, P.LC., WINCHESTER, VIRGINIA. 4. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION. 5. RAISE OR LOWER EXISTING MANHOLE AND DROP INLET COVERS AS NECESSARY TO PLACE COVERS FLUSH WITH FINISHED GRADE. 6. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION PER PAVEMENT REPAIR DETAILS. 7. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. 8. COORDINATE WORK WITH SCHOOL PERSONNEL TO MINIMIZE INTERFERENCE WITH SCHOOL ACTIVITIES. A 9. OWNER / DEVELOPER: FREDERICK CO. PUBLIC SCHOOLS 1415 AMHERST ST. WINCHESTER, VA 22601 (540) 662-3889 0 10. MAGISTERIAL DISTRICT: GAINESBORO All. ZONING: RA -RURAL AREAS 12. PROPERTY IDENTIFICATION NUMBER (PIN) 42-5-D TOTAL AREA 67.3 ACRES t 0 13. MAXIMUM HEIGHT OF EXISTING BUILDING AND NEW ADDITION 29"-4". A 14. EXISTING PARKING SPACE DATA: REGULAR PARKING SPACES 625 HANDICAP PARKING SPACES _2 TOTAL PARKING SPACES 627 EXISTING LEGEND NEW (0 - - - STORM SEWER MANHOLE SANITARY SEWER MANHOLE 4" RD (ROOF DRAIN LDR) STORM SEWER SANITARY SEWER 4' SAN WATER LINE GAS LINE G CLEANOUT • EXIST CONC TO BE DEMOLISHED CONCRETE WALKS / PADS • - — — CONCRETE CURB Q * ''� TREE 21.=30 E X MAL.K SPOT ELEVATION 0zl.ao r� CONTOUR ---fi20 GRAPHIC SCALE 100 0 50 100 :200 400 ( IN FEET ) 1 inch = 100 ft APPROVED BY ZONING ADMINISTRATOR /bA ( - --- t // IGNATURE AtE H q� 2 ROBERT B. OLNER No. �A 03543 � i 0) 0 o �?j ca CIO z w g o � = o z 0 •^' •> z Q ... I J a U uQ Y I U Ip": w 0 w c � z o a� e0 • o� C90 P—� ¢ n > v� t20 C''J �o GA �" v w too b v O � w co N a oQ a~ ►n �C'2 � t WIN L)C UQ " OQ EF O a z 0 O Cr Q S 1 O o O lot U o z LLi p O = a > w ,- z 0 0 O cn U O Y U Ch 0 w L1J LL Q o z Ln rn Ile) y C Ln Q w 0 .- CL ! 0 0- 0� 01 m •v .b 'd 0 a s... 4 a G C� U ¢ lW tV40 MILLJ. UUVLK K WLtd, INS,, 95OX001 1=100.00 TOP OCT 25 2:19 pm C1 4" V 1 G G G ---------_------------- I II �I ► � yy G l� - - - NEW BOLLARD NEW CONCRETE - - - - - - - - - - _ by DUMPSTER PAD --- NEW BOLLARD-\ NEW CONC CURB----- R_3_00� NEW 6 CONC WALK ---, NEW CONC CURB— . .. 10 I J '1 II 11 `-EXIST COOLING U TOWER/ I -Brick Wall I Remove Exist Con c Pad dim o x Remove Exist Sidewalk °' oo' > NEW BUILDING ADDITION Remove Exist Curb \(i� .I �FFE 921.22 p a r k e d 00 U EDGE COND UNIT PAD ' i c �°,> NEW CONC WALK o ^ CENTER ON NEW DOOR -- oo -- �W. -� --NEW 6'-7"x4'-6"' CONCRETE ' % CONDENSING UNIT PAD I( ♦/ K1 Z - , lZb �� i Q -- ___ p U � } II a Remove Exist ✓ o Tree -- o EXIST PAD AND OVERHEAD o 0 o CANOPY TO REMAIN, SEE ARCH I � •— r � F 0 I i 1 op'0 0�0 EXIS TING 2 STORY" BRICK BUILDING JA MES WOOD HIGH SCHOOL CAFETERIA AREA FINISHED FLOOR ELEVATION=921.22 JAW—UU I & KLMUVL h'UK IIUN IMobile I I Mobile I I Mobile Exis� Curb �" ° o I OF EXIST CONC PAD TO ENLARGE F- - �'� -� I Clossroom Classroom Classroom To lemoin- V o a° o o © GRASS AREA. 2' Overhang, See Arch I II I I I Exist Grass Area To Be Removed J 1. o EXIST CONC PAD TO BE { L J L J L J II 0 0 REMOVED. OVERHEAD 4 I _ HC Ramp 4` ° o a ° o CANOPY TO REMAIN. 1' Overhang, See Arch I, To Remain �� � o p o SEE ARCH r r r NEW BUILDING ADDITI FFE 921.22 1 I I Mobile I ( Mobile I I Mob;le I (l fv ° o Exist Grass To Be Removed I Classroom I I Classroom I I Classroom I IhI o Go 0 2 9. 008.31 L___ , �I - - ---- Ground Eight L - T _ - - - ti t - --_�� -•� - L_ J L_ _ .J III,' °I . ° �` Remove Exist ` o j G----_ ---- f + •' S Conc. Sdw/k. Q' ,. x x �r x —r. 'X -- ff Remove Exist 6' CO rete Sidewalk G, ' n �..�• RO WB€ NE-W-.CONC_.AAL AND PATIO — - — — c c EXIST 15' SHENANDOAH — — -- -- — — — _ — — GAS CO. EASEMENT---x 11.51' 10.9 STL TROWEL FIN SEALED CONC -- 6"0 SCH 40 STL PIPE W/ CON FILL (PAINT) SLOPE CONCRETE TOP ' COMPRESSIBLE ' JOINT F"' C'o -Y4"0 W KEY -- MWIJ PJ z cD 1* BOLLARD DETAIL 1„`1,-O" SITE PLAN SCALE: 1 " = 20' NEW BUILDING ADDITION FFE 921.22 APPROX. LOC. EXIST 2'jo TIME CAPSULE TO BE � REMOVED BY SCHOOL PERSONNEL A0 �--- REMOVE EXIST TREES & REPLANT AT k DIRECTION OF OWNER TACK COAT SAW CUT PAVEMENT EDGE TACK COAT ---- 12" MIN. NEW 6' CONC WALK 97.0' 12" a 18 "' NI I GRAPHIC SCALE I 20 0 10 20 40 80 I ( IN FEET) I 1 inch = 20 ft. I I I I I I I F"2-� - - - --s- — — — —I I' Overhang T I i I o} nd,Llht" I o —NEW CONC PATIO ( Greenhouse 0 —G / 11.51 ' — -- — -- / - 4.56' SM-2A ASPHALT PATCH, TWICE THICKNESS OF EXISTING PAVEMENT DISTURBED AREA OR 12" SECTION (2" MIN.) TRENCH WIDTH MIN. TACK COAT EXIST PAV°T PAVEMENT REPAIRS NO SCALE PRIME COAT BACKFILL DISTURBED AREA WITH COMPACTED VDOT NO. 21-B STONE NOTES THIS SHEET: 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS TO BUILDINGS REFER TO THE FAKE OF THE BUILDING. 2. UNIEESS OTHERWISE NOTED, ALL DIMENSIONS TO CURBS REFER TO THE FAKE OF THE CURB EXCEPT THAT NOTES SUCH AS "6' WALK" REFER TO THIE WIDTH OF THE WALK MEASURED FROM THE BACK OF THE CONCRETE CURB. 3. WHIERE PORTIONS OF EXISTING CONCRETE SLABS ARE INDICATED TO BE REIMOVED, SAW CUT AROUND THE AREA TO REMAIN TO PROVIDE A SMOOTH EDGE. WHIERE NEW CONCRETE ABUTS EXISTING CONCRETE TO REMAIN, PROVIDE ANI EXPANSION JOINT. 4. UNILESS OTHERWISE NOTED, ALL NEW CONCRETE WALKS, PADS AND PATIOS SHALL BE 40100 psi CONCRETE, 4" THICK, REINFORCED WITH 6x6, W1.4xW1.4 WWF OR FIBER REINFORCING. PLACE CONCRETE OVER 4" OF CRUSHED STONE. 5. NEW 8" CONCRETE DUMPSTER PAD SHALL BE 4000 psi CONCRETE, REINFORCED W/' #4010, E.W. PLACED 3" CLEAR FROM TOP OF SLAB. PLACE CONCRETE OVIER 8" OF CRUSHED STONE. 6. ALL EXISTING CONCRETE WALKS AND PADS INDICATED TO BE DEMOLISHED SHALL BE ASSUMED TO BE 4" THICK, REINFORCED WITH WWF. EI_NAC SITE PLAN •. %j ff�.�T H C� i �U ROOT B. OLIVER � No. � 03543 LO 0) U � o0 cLf Q V7 1-- z W O z O 'o z D ¢ •.• a v o � Q �I v o w a I! o z o rn o� . C\2o >Ln �o w .b a� \ W N � a, O �__4 Q `n � I � L) Ln Ln • O C) z 0 — Q 0 0 Q 5 J 0 0 Nf U o C/-) z I— U w (-D 0 — = W a- >' w F- Z ► -- 0 0 U 0 Y U rz w 0 w LJ Q o ,n z a, NO (3) o w rn Q u a. I o� a. of 0 mI a. a U o S., Q L U d zz QQ z n of �Q 00 :�E cf) wz o w L1J � 0 V) C2 B. M. - RR Sp ik e Se tFF In Po wer Pole -1 Ele v. _ 920. 55 3 II I W. v o - EXIST COOLING -- - - �/ ! o. TOWER �I� 1 Approx. 1 W/M Gas � M L_ 1--- I " � � SERVICE aL (, w W \ � A rvx. � M Brick Wall G 4 F � A GAS G G G - - - pp � �� � \ 2 42 921.12T ---------- ----- _ ---- _ tiyo Et. Fire \ 921.22 Rim = 920 921 22 Hydrant 16 --ROOF DRAIN LEADER I 1nV.=91 c o 4" D FOR CONTINUATION I c/ 920. -INV 917.07 J SEE SHEET P2 INV 917.38- INV 918.22 SET TOP OF NEW CURB x. / AND WALK EDGE 6" = ABOVE EXIST GRADE-----< J' I - -- NEW BUILDING ADDITION FIFE 921-22 P a v e d I P o r k i n g NEW GAS SERVICE LINE INV 918.09 BY GAS CO., SEE SH P4 FOR CONT. I / __ _ r G 3 -fi i2o a7 ROOF DRAIN LEADER 921 , 22 FOR CONTINUATION 40r- SEE SHEET P2 PAD{ PS INV 918.22 --- 2 0 '59 EX PAD IMobile I I Mobile I I Mobile ( I Classroom Classroom Classroom I L J L .-J L `J + HC Ramp To Remorn� 9X0..330 YA I � I I ( Mobile I Mobile ( I Mobile I I� i PS I Classroom ( I Classroom I I Classroom I II 921 , 00 EX PAD L-------__ L J L J L J i� G ----------------- "----- _ 1920 501 920.64 EX WALK NEW 2" SAN (SCH 40 PVC) NEW BUILDING ADDI ON EXISTING 2 S TOR Y BRICK BUILDING DAMES WOOO HIGH SCHOOL uAFEFERIA AREA FINISHED FLOOR ELEVATION=92122 EROSION CONTROL NOTES: 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUIDELINES AND PROVISIONS SET FORTH IN THE EROSION CONTROL NARRATIVE. 2. THE PLAN APPROVING AUTHORITY SHALL BE NOTIFIED BY THE CONTRACTOR ONE WEEK PRIOR TO THE PRECONSTRUCT10N CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF THE LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL EROSION AND SEDIMENT CONTROL/TRAPPING MEASURES ARE TO BE PLACED AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP IN CLEARING OR GRADING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE EROSION CONTROL LAWS AND REGULATIONS WHERE APPLICABLE TO OFFSITE DISTURBED AREAS SUCH AS BORROW AREAS, FILL AREAS, etc. CONTRACTOR SHALL PREPARE AND OBTAIN APPROVAL OF EROSION CONTROL PLANS FOR THESE AREAS. 6. CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY THE OWNERS AGENT/INSPECTOR OR THE PLAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT 12. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSI[DERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 13. STABILIIZAT10N MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES FOR UNDERGROUND UTIUTIES. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHINI 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BE THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION, 16, CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AND/OR VEGETATION REMOVED FROM THE SITE AT AN OFFSITE LOCATION IN ACCORDANCE WITH APPLICABLE LOCAL REGULATIONS. I I I FLOWING STREAMS OR OFF -SITE PROPERTY. 1 9. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY I AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS I OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. I NOTES THIS SHEET: 10. PERMANENT OR TEMPORARY STABILIZATION SHALL BE APPUED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPUED WITHIN SEVEN DAYS ( 1. UNLESS OTHERWISE NOTED, ALL NEW CONCRETE WALKS AND PADS WHICH ABUT EXISTING CONCRETE SHALL BE SET FLUSH WITH TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABIUZATION SHALL EXISTING CONCRETE. BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. I 2. ANY CLEANOUTS LOCATED IN ASPHALT OR CONCRETE PAVED AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAMES AND COVERS. I NEW BUILDING ADDITION FFE 921.22 FOR CONTINUATION SEE SHEET P2 -� I ( 11. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. - - - -.T 920 -" 1 Overhang I 3. UNLESS OTHERWISE NOTED ALL RIP RAP PADS AND OUTLET PROTECTION SHALL CONSIST OF AT LEAST 18 OF VDOT CLASS AlRIP RAP. SHALL PROVIDE FILTER FABRIC BENEATH STONE. APPROX. LOG. EXIST \ ( TIME CAPSULE TO BE � J R NTS SITE C NDITIONS IN COMPLETED STATE FOR 4 THIS PLAN REP ESE 0 INV 918.22, SEE 921.22 FOR CONTINUATION SH P1 FOR CONT. FFE 921.22 -qs�SEE SHEET P2 . REMOVED BY SCHOOL 92122 I DIMENSIONS AND ITEMS TO BE DEMOLISHED, SEE SH C2. _ � 21,00 PERSONNEL I � 921.2 INV 918.22 921.0 921.22 21.1b C/� � a I PS V 21, 04 �? nn'i 921.04 920.67 _- O N -- " � INV ROOF " a Greenhouse c o --920,97 01 o rNEW 3 SCH 40 PVC LEADER 918.22 920,52 -�- ---- APP xo . Lc�co , L( WALK - 920, -� 2o.e -INV ROOF CONDENSATE DRAIN. INV 918.22 920.76 2Q.7 I �/ an G pLA- G --� A -Hp HP GOS FIELD VERIFY LOCATION `INV LEADER 916,20 FOR CONT. SEE SH P1 I Line -- --_ 920 G -``-- - AND DEPTH R00 LEADER 9 .72 I ` , G &C_ 0 Z*/O �S)- --- ---- X G `-- i o , --E- co Gas Meter _) - --- - -. 920. 3 \-_G Gos Main ___ ___ - San. Sewer - --__ Rim = 916,13 M.H. X SF 920 SF / x -- x 1, SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. 4" 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. �(I FILTER FABRIC ---- ORE, CONSTRUCTION OF A SILT FENCE UU t= 911. p4 X X 911. 2 5 � SF 3.50', TYP .-INV ROOF DRAIN LEADER 913.90t ►- OP -17.50 TYP ----- -- - o RVS0 Og p,N 89� SITE PLAN SCALE: t" = 20' P15--1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP Of FILL _ _ _TOP OF FILL GROUND LINE __ _ _ __ _ - GROUND LINE _ _ - - GROUND LINE - - - - d EARTH d -ROCK d ' OR EARTH UNYIELDING SOIL MIN AD / /� MIN AD MIN.,,D \ 4" BEDDING BEDDING / BEDDING X MATERIAL' `X" MATERIAL. / i MATERIAL MENSION TO BE MAINTAINED TO THE TOP OF THE PIPE ,. T PER FOOT X FIRM BEARING SOIL OF H, MIN 8" NORMAL EARTH FOUNDATION 24 MAX X" DIMENSION TO BE MAINTAINED To THE TOP OF THE PIPE FOUNDATION SOFT, YIELDING, OR ' MAY BE ELIMINATED UNDER ENTRANCE PIPE WHERE DIRECTED BY ENGINEER ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTING ABOVE GROUND LINE TOP OF FILL TOP OF FILL---. TOP OF FILL-,-- - - - - _ - - - - ---- --- - --- - - - MIN D - D MIN D --- _ MIN D D MIN D - M!N `D D "MIN - GROUND d _ d GROUND - GROUND - LINE - -- LINE t -_ LINE ROCK OR / MIN D 4' BEDDING EARTH MIN.-,3D UNYIELDING SOIL Mft-' 1 EARTH / Y // MATERIAL' -' PER FOOT I BEDDING FIRM BEARING OR BEDDING _ MATERIAL ^^ OF H. MIN 8" - '1 DEPTH SHOWNONN P PLANS I X � MATERIAL NORMAL EARTH FOUNDATION 24" MAX ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL CULVERTS LESS THAN d=36" FLEXIBLE PIPE X = D + 12' MIN. AS SHOWN ON TABLES D + 24" MAX H HEIGHT OF COVER MEASURED FROM THE TOP OF DRAINAGE STRUCTURE TO CULVERTS WHERE d=36" AND OVER FINISHED GRADE X=D+36" - BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302.02 OF THE ROAD AND BRIDGE SPECtFlCAT10NS METHOD "A" PIPE BEDDING SHALL BE USED AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS- ® - BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302.07 OF THE ROAD AND BRIDGE SPECIFICATIONS RIGID1 FILLS UP TO 30' (NO PROJECTION OF PIPE ABOVE - EMBANKMENT GROUND LINE.) FILLS UP TO 30' (PIPE PROJECTION ABOVE GROUND LINE.) BEDDING REQUIREMENTS DETAILED UNDER METHOD A, PROJECTION CONDITION, ARE APPLICABLE TO METHOD 81 AND 62 PIPE BEDDING DETAIL - VDOT STANDARD PB-1- NO SCALE I SEE TABLE/ \ BELOW 0 18" SQUARE PAD �/-CLEANOUT ADAPTER VDOT TYPE A3 CONCRETE & THREADED PLUG s GRADE SURFACE AWAY FROM CLEANOUT 'r, n ,-INV ROOF DRAIN LEADER 914.00t r 900 / -SET HEIGHT AS REQUIRED 45' BEND -COMPACTED VDOT NO. 10 STONE OR SAND TO SUPPORT RISER - DIRECTION OF FLOW '---2'-0"-- SANITARY CLEANOUT TYPE 2 FOR BENDS LESS THAN 450 FITTINGS REQUIRED FOR EACH CLEANOUT CLEANOUT 0 WYE 45' BEND 22 1/2' BEND ADAPT STRAIGHT 0 1 1 0 0 THRU BEND 11 1/4' 1 1 0 1 22 1/2' 1 1 1 0 33 3/4' 1 1 1 1 45' 1 2 0 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. DIRECTION OF FLOW 2'-0" 18" SQUARE PAD I VDOT TYPE A3 CONCRETE GRADE SURFACE AWAY FROM CLEANOUT L7N EROSION CONTROL LEGEND SYMBIOL DESCRIPTION ST'D. & SPEC. C) PERMANENT SEEDING 3.32 SF SILT FENCE -3.05 - - OOP OUTLET PROTECTION 3.18 ,0 SEE TABLE BELOW 2'_0TRAFFIC BEARING COVER _ SET FLUSH WITH FINISHED GROUND OR PAVED SURFACE 45' BEND -SET HEIGHT AS - REQUIRED 45' BEND ,--COMPACTED VDOT NCO. 10 STONE OR SAND 8" TO SUPPORT RISER SANITARY CLEANOUT TYPE 3 FOR BENDS GREATER THAN 45° FITTINGS REQUIRED FOR EACH CLEANOUT CLEAINOUT 0 WYF 45' BFND 22 1/2' BEND 11 1/4' BEND ADAPT BEND 56 1/4' 1 2 0 1 1 67 1/2' 1 2 1 0 1 78 3/4' 1 2 1 1 1 90' 1 3 0 0 1 T H OF L '2 ROBERT B, OLIVER (pY No. `y 03543 f i V 0 � � ca Q cn z w 10 A 0 Zo a U R' o a Q w 0 w .- o z o as �+ • 01-0 �o 0 •� I= 1 m� For. W W �v a� C CV a, Q� �CQ nt In rram�^ V1 � In •� a• z 0 f--- 0 Q _z <C > � o O U o (J-) z F- U W CD 0 O hw ►- z Imo- O 0 U) U 0Ckf Y U w 0 C� w L.L.J Q O In z Q, o w rn Q (n o o� o ml a-: I b "I y V > Q G U d z 0 z a-- r-) __j Q0 ry CD 11-- z V L -i �z 0 (.%) 0 W Q:f L1J (/ Q z Q C3 V -IV' MILLa. VLI Lrt K MM5, INL.. 9503CO031=1.00 TDP 0C' 25 2:21 Drn