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HomeMy WebLinkAbout046-97 Armel Elementary School Addition - Opequon - Backfile (2)INDEX OF DRAWINGS Ak 0 w COUNTY, ic A B B R E V I A T 1 0 N S & AND CONTR CONTRACTION FHC FIRE HOSE CABINET LAV LAVATORY PSF POUNDS PER SQUARE FOOT 3 WAY THREE WAY AB ANCHOR BOLT, AUGER BORING CONV CONVERTER FIG FIGURE LBS POUNDS PSI POUNDS PER SQUARE INCH Vc THREE CONDUCTOR ABS AIR BREAK SWITCH COP,CU COPPER FIN FINISH LC LEAD COVERED PT POINT, POINT OF TANGENT THREE POLE ABV ABOVE CORR CORRIDOR FJ FELT JOINT LL LIVE LOAD PVC POINT OF VERTICAL .CURVE, POLY VINYL CHLORIDE 3T TILE, TOP, TANGENT At AIR CONDITIONING, ASBESTOS CEMENT, CP NONREINFORCED CONCRETE PIPE FL FLOOR, FLASHING r` LLH LONG LEG HORIZONTAL PVI POINT OF VERTICAL INTERSECTION T&B TOP AND BOTTOM ASPHALTIC CONCRETE CPT CARPET FLUOR FLUORESCENT -- - LLV LONG LEG VERTICAL _ PVT POINT OF VERTICAL TANGENT TC TOP OF CURB 4ZCB t%JR- CIRCUIT BREAKER —� a,i '' OEIuNG REGISTER FP 4 FROST PROOF ? 'eDRi� RANT LT LIGHT "J' TEL TELEPHONE 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 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 ACCESS PANEL D PNL DISTRIBUTION PANEL GL GLASS MET METAL RED REDUCING TW TOP OF WALL .AP 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 ARR ARRESTOR DET DETAIL 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 B BOTTOM, BATH DMPR DAMPER MTG MOUNTING - RL RAIN LEADER VAC VACUUM 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 BRIG 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 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 CENTERUNE 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 CC CENTER TO CENTER EL ELEVATION HWL HIGH WATER LEVEL OC ON CENTER SERV SERVICE W/ WITH CEM CEMENT ELEC ELECTRIC HZ HERTZ OCB OIL CIRCUIT BREAKER SGE SEMI —GLOSS ENAMEL f0 WITHOUT CFM CUBIC FEET PER MINUTE EMER EMERGENCY OD OUTSIDE DIAMETER SK%HT SHEET WET BULB CI CAST IRON EMT ELECTRICAL METALLIC TUBING ID INSIDE OPNG OPENING S CP 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 CJ CONTROL JOINT, CONTRACTION JOINT EQUIP EQUIPMENT INT INTERIOR OVHD,OH OVERHEAD SP STATIC PRESSURE, SINGLE POLE WH WATER HEATER 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 CLG CEILING EWC ELECTRIC WATER COOLER JB JUNCTION BOX PART'N PARTITION SPEC SPECIFICATION WS WASTE STACK, WATER SURFACE, CMP CORRUGATED METAL PIPE EXH EXHAUST JC JANITOR CLOSET PB PULL BOX SPST SINGLE POLE, SINGLE THROW WATERSTOP CMPA CORRUGATED METAL PIPE ARCH EXIST EXISTING JCT JUNCTION P1 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 CLADS 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 CONIC 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 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 A DEFLECTION ANGLE T1 TITLE SHEET Cl SITE DEMOL11ION PLAN AND DETAILS C2 SITE DIMENSION PLAN C3 SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN Al ROOF PLAN AND DETAILS A2 OVERALL FLOOR PLAN A3 FLOOR PLANS A4 TOILET PLANS AND DETAILS A5 REFLECTED CEILING PLANS A6 FIRE PLAN A7 EXTERIOR ELEVATIONS A8 BUILDING SECTIONS A9 WALL SECTIONS & DETAILS A10 MISCELLANEOUS DETAILS All FINISH & WINDOW SCHEDULES, HEAD AND JAMB DETAILS Al2 DOOR SCHEDULE & DETAILS A13 CABINET, SHELVING, FLOOR PATTERN, ETC., PARTIAL FLOOR PLAN - AREA 'A' & 'B' A14 CABINET, SHELVING, FLOOR PATTERN, ETC., PARTIAL FLOOR PLAN - AREA 'C' A15 CABINET ELEVATIONS & SHELVING PLANS AND DETAILS S1 FOUNDATION PLANS S2 ROOF FRAMING PLANS S3 STRUCTURAL DETAILS P1 LEGEND, SCHEDULES & DETAILS P2 OVERALL PLUMBING PLAN P3 PLUMBING DETAILS P4 PLUMBING DETAILS P5 PLUMBING DETAILS M1 LEGEND, SCHEDULES & DETAILS M2 OVERALL & PARTIAL FLOOR PLANS M3 PARTIAL FLOOR PLANS E1 LEGEND, SCHEDULES & DETAILS E2 LIGHTING FLOOR PLANS E3 POWER & SIGNAL FLOOR PLAN - AREAS W. & 'B' E4 POWER & SIGNAL FLOOR PLAN - AREA 'C' E5 RISER DIAGRAMS VICINITY I" RKINS MILL ROAD 0 A, 6 � a `�® � REVISIONS NO. DATE DATE 7 NOV 97 COMM NO. I 9715 SET., NO. 1997 MILLS, OLIVER & WEBB, INC. 9715T001 1=:t.00 TMK DEC 29 8.59 cm � PARKING SPACE CALCULATIONS: TOTAL N0. STUDENTS 775 PARKING REQUIRED 194 PARKING PROVIDED 78 (EXISTING) BY ZONING ORDINANCE, PARKING REQUIRED IS 25% IC. WALK OF STUDENTS PLUS SEATING IN AUDITORIUM OR GYMNASIUM (SCHOOL HAS NIETHER). DISCREPENCY BETWEEN REQUIRED PARKING AND PARKING PROVIDED ADDRESSED BY LETTER TO PLANNING DEPARTMENT FROM FREDERICK COUNTY PUBLIC SCHOOLS. EXT. STAIR ELEVATION NO scnLe NOTE: SEE SITE PLAN FOR NUMBER OF RISERS. FACE OF TREAD - EXTERIOR STAIR SECTION NO SCALE V4" R _/717/7 4" CRUSHED STONE SEE PLAN FOR WIDTH SLOPE TO DRAIN (WIIII T) _ a a a a a COMPACTED SUBGRADE CONCRETE SIDEWALK NO SCALE TOTAL BLDG. AREA = 71,578 SQ. FT. ADDITION AREA = 10,736 SQ.FT. 1 HEIGHT OF ALL ADDITIONS = 16'-8" 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING i 2" VDOT TYPE SM-2A ASPHALT TOP COURSE MATERIAL 6" VDOT TYPE 21-A AGGREGATE SUBBASE MATERIAL COMPACTED SUBGRADE ASPHALT PLAYGROUND TYP PAVEMENT SECTION, NO SCALE r•• a r•• • r-• • ..••,•.•.---.o❖.:> ❖ •-- ❖ ❖.:: ,�-- -.•ter, % = �❖.- - wo • /i�i • _ __ w�p • ry%yam///�/////n_ � . h�////ii6llr /�� /� ► - i . ,. • •• . ':'i�i' •i'ii• ••ii':•i'i❖i'i' i'::i;:;i;i;i;%i �' �.•ii;:': , . • • MINN. :•%0:: %i i;i;: r • • • • 1 • • r r • PIPE BEDDING DETAIL - VDOT STANDARD P13-1- NO SCALE PLAY EQUIPMENT, TIMBER BORDERS & GROUND MATERIAL (IF POSSIBLE) TO BE REMOVED, STORED, PROTECTED & REINSTALLED 5" 1 WHERE INDICATED BY OWNER. NEW GROUND MATERIAL TO BE ADDED AS REQUIRED. yj k - / INV. 0=694.09 -- L W� z _ LOCATION OF w� REMOVE EXST �' ° SPyAE ' EXST. - - EXIST. FIRE LANE BAS Er ' PLAYGROUND CONC WALKS -►-� _._ , BgEE COUP, °m' EXST. LANDSCAPE TIMBERS PLAYGROUND 1 + r------� --__ I t _ _ w L_ WOObEN + I r-----------------I LANDSCAPE EXSTATiON OF TIMBER XSST ' I TIMBERSRE ERNE \ EXST. ,' f PLAYGROUND �' - - RELOCATE - ^+ w ' S o z PLAYGROUNL -+-- -- 'v1' -- EX. 6' W M W W -_1 �� TE S -�* I + AND SH LL ANCHOR AS CHAIN LINK - III AP I , PLAYGROUND I PRIOR TO RELOCATION. � FENCE ' - ,' t� AREA I I I SEE SH C2 FOR LOCATION. 1 i - - I 11 •-�- -- ---- - - - - -- r- - - - - - - - - - - - I I + + I Ay ' BALL FIELD + I + (DIRT INFIELD) ' Y.I. (695 8t)) INV. IN=693 02 w v •r \V. OUT=693.01 1 ! a- ` ° REMOVE EXST REMOVE EXST a "C,•. CONC WALKS CONC WALKS M `_ 4 1 ' ✓U •, RIM=IN=69 .16 r- - - - - - I ! INV. IN=698.16 -( Q Y 1 (701.54 a INV. OUT=695.74 IN OUT=6 8.53 w I L _ cs �GRAS l r - A R E A II *MOVE SURFACE' k I COURSE FROM I CONTRACTOR SHALL REMOVE, ram, 1 T. I STORE PROTECT AND REINSTALL A T I BASKETBALL GOALS AND SIGN ON I I BA + POSTS AT HEIGHT PRIOR TO E STORY IIII I , + REMOVAL AND SHALL ANCHOR BRICK SCHOOL --- ---tt-- BASE COUR BUILDING REMOVE EXST - - - - - _ - -j � (TO REMAIN I POSTS AS PRIOR TO REMOVAL CONIC WALK F.F.E. = 702. 60 RIM=700.96 I ' RIIV 6 69.15 + INV. IN=699.02 12" P P 1 1 1 INV. IN=694.97 \. !NV OUT=696.85 I INV. OUT=691 2 ti I � I I REMOVE EXST CONC WALKS _ ��E 1 C f ,.;POLE -�I VE Y T S, • I , -SHRUBS CO T �/ I WE'LL'6�P AREA `3„ E;14" I I . �, REMOVE EXST--1 ' .' '�� RR MMp EXST z i / I i co.78 CONC V1�ALK + . C6NCJA1-K '.48 3, I a ¢ t zEE EE i ,ANC. WALK_ - -co � a EXST. 04" 04" � � BUILDING Q HRUBS o I� Z R' I I F.F.E.=701.81 I \ G R A S •V C)5., o M .i I m W I -� A R E A i I wood WAUc 1 r'' -o �c, METAL I F I BUILDING ' FH LF.E.- -7L11 1 W EX. 6" w!MW ONCE - ,' �p RIM=69O.4G � METAL BUILDINGS, WOOD / STEPS - INV. IN=685 43 WALKS, RAMPS & STEPS INV. OUT=b83.46 TO BE REMO D B - OTHERS N.LC� � f�'.,,ol 4 S P H A L T I rl a � A L I /� T 20'-0" 3" MAX SEEDED TOPSOIL 8" LOOSE MATERIAL TYPE 21A t -- COMPACTED SUBGRADE FIRE LANE - TYP SECTION NO SCALE 2'-0" GRADE SURFACE AWAY FROM CLEANOUT DIRECTION OF FLOW 1 I' SEE \\ TABLE \ BELOW 2'-0" LEANOUT ADAPTER / & THREADED PLUG 45' BEND SITE DEMOLITION PLAN r=.o FOR CLEANOUT PLUGS IN CONCRETE OR ASPHALT, SEE SPECIFICATIONS /-COMPACTED VDOT #10 / STONE OR SAND TO 18� SUPPORT RISER 45' BEND TYPE 3 CLEANOUT FOR BENDS GREATER THAN 45° CLEANOUT 0 WYE 45' BEND 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 r9o*1 1 1 3 1 0 1 0 1 CLEANOUT ADAPTER & THREADED PLUG \�\\X\/ 6" COMPACTED VDOT #10 '\\ STONE OR SAND AT TOP OF BACKFILL IN TRENCH TWO 1/2" (#4) STEEL RODS 12" TO 18" LONG (RODS NOT REQ'D IF IRON OR STEEL PLUG IS USED) BURIED CLEANOUT PLUG FOR USE WITH ALL CLEANOUTS IN YARDS OR AS SPECIFIED ON PLANS SEE T/ BELOW GRADE SURFACE AWAY FROM CLEANOUT CLEANOUT ADAPTER & THREADED PLUG FOR CLEANOUT PLUGS IN CONCRETE OR ASPHALT, SEE SPECIFICATIONS -SET HEIGHT AS REQUIRED I 45' BEND COMPACTED VDOT #10 STONE OR SAND TO SUPPORT RISER DIRECTION OF FLOW TYPE 2 CLEANOUT FOR BENDS LESS THAN 45° CLEANOUT m WYE 45' BEND 22 1/2' BEND ADAPT STRAIGHT THRU BEND 0 1 1 1 0 0 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 10 0 I Lo 0 4'-0" 2" STR N : 1. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND U11UTIES PRIOR TO CONSTRUCTION. ALL COSTS ASSOCIATED WITH REPAIR OF DAMAGED UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITIES SHOWN ON THIS PLAN REPRESENT U11UTY LOCATION AS DETERMINED FORM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDER- GROUND UTILITIES WITHIN THE CONSTRUCTON LIMITS. 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MARSH & LEGGE LAND SURVEYORS, WINCHESTER, VIRGINIA. 4. ALL CONSTRUCTION SHAD_ BE IN CONFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION. 5. CONTOUR INTERVAL = 2'. 6. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ON SITE AND ADJACENT TO THE SITE ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICAITON OF UTILITY LOCATIONS. 7. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE DRAINAGE TO THE INLET. 8. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 9. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION PER DETAILS ON THE DRAWINGS. 10. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. DEVELOPER/ OWNER - FREDERICK COUNTY SCHOOL BOARD SUPERINTENDENT OF SCHOOLS 1415 AMHERST STREET WINCHESTER, VA 22601 (540) 662-3888 MAGISTERIAL DISTRICT - OPEQUON ZONING - RURAL AREAS (RA) 14.9 - ACRES APPROVED BY ZONING ADMINISTRATOR APPROVAL SIGNATURE ZI ZI �g DATE OF APP OVAL THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. NEW BASKETBALL GOALS PER SPECIFICATIONS 50'-0" 3'-0" 15'-0" PING TYP. EDGE OF PAVEMENT BASKETBALL COURT STRIPING. NO SCALE 50'-0" 1'-0" TYP 2" STRIPING TYP. 4'-0" 11 15'-0" �o BASKETBALL FULL COURT STRIPING - NO SCALE EXIST. BASKETBALL GOALS SHALL BE REINSTALLED AT SAME HEIGHT AS GOALS PRIOR TO REMOVAL rn W I f cu co A i � 1 z_ Z z m a C� I} o m z� •� v5 py U Uw rn Q 4J l.N.l ao as z a u cat C6 cat 0 Lo � O m N 1 � a CIS ct o ., •� CM f.. 7•�O I �> Ln o� �o r . r...� O Q co Q c1l ' go kin Q 0 z 0 S V ! m CN I 0:�_ Z Q0 6 z L � w � �oOf LQ� L z c~n o J L Y U Ld CD Q LA_ o � z rn r o Q Z O � U mI� I m a b � b o A A U d z Q I U) z 0 Q �L 0 Q LZ Q L I- C/) © 1998 MILLS, OUVER & WEBB, INC 9715COO1 1=1.00 TMK JAN 28 10:25 om FITTINGS REQUIRED FOR EACH TYPE 3 CLEANOUT FITTINGS REQUIRED FOR EACH TYPE 2 CLEANOUT c 1 w Y a J O Iz z O w tf� n Ln a J m Z �p N 00 N 0 w O V) �o 'r• i �S `NA PIN: 76-A-91 MARUICE F. Ec USE: RESIDENCE JUANITA I. LAKE ZONE: RA 1 of �o -�� xj�= 5. 5 ._ OD -----�'---_- _ ---- _ o MR EXST. _ _cy o FIRE LANE WSP, BA ASPNA(T 0, N--------- 72.7 SKEJBq� Cp - - -0 _ UR T I O t,, ~' = rr a r - - - _ 4.82' i ti rni _ 4.00' I .......... ... Cn Lj I ISO .................. _ .................... 1. -__ __ �, i cl) LANDSCAPE AREA CA C. _ i o . . 3.25 ----- ,4:00.: r I -� T i zI a GARRAESAS Q iw • .... ::. VDH ROD �°�, _ _ � : do CAP FOUND = a a z I v w� a o ; G R A S A R E A W � nqqx, cr, F�N ONE STORY 272.50' bENCHMAR' K RR SPIKE IN WPP ELEV. = 703.33 BRICK SCHOOL BUILDING F.F.E.-702.60 I I EXST ' PLAYGROUND~` -- 160.60' CHAIN LINK FENCE a M� o LANDSCAPE PLAYGROUND ~ o WARE F TIMBERS t NCE ---- -- - VJ ---- 1 4.00' - :�4_: NAIL -Top X 701. 40� WO �-x_ ` 0 ' - - _ _ _ -R-nOC IED CKSTOP `\ 24.8 O CHRISTOPHER R. do AUDREY M. SEE PIN: 76-A-92 USE: RESIDENCE 1 ZONE: RA 200.00, ,- - ---_ ►zo EXISTING LEGEND NEW STORM SEWER MANHOLE N/A 18PEP� STORM SEWER SD S-D CURB INLET N/A DROP INLET N/A EX SAN. SEWER — SANITARY SEWER N/A CO° Cl EANOUT co — VV EX. 8" W M WATER LINE N/A �►o = WATER VALVE N/A Q FH FIRE HYDRANT N/A - - - - - - - - CONCRETE SIDEWALK CURB N/A CURB AND GUTTER N/A `_- - 702 CONTOUR 702 x --- FENCE X METAL LIGHT POLE��,o ME METAL POST Me °WP WOOD POST °WP o ��� WOOD POWER POLE o wpp WOOD SIGN POST ° 4sl to 0 TREE N/A EX. SPOT ELEVATION 699.00 ' WOODS LINE N/A REINSTALLED SIGN P� TS REINSTA D BASKETBALL AL i /� , A MP MP_ r �' -- p I IysP o. ,' CONTRACTOR SHALL REPAINT COURT o BASEBAL FIELD ,' 1 PER DETAIL, o SHEET Cl r � / ............ ASPHALT BAF1TALL �� ' I 8.29' �`"WW I PIN: 76-A-94 USE: VACANT r I ZONE: RA 1 ....... . CONC WA / ....5' qNC. STEP (1 R) r LA 5' CONC. WALK ? TWO 2" CONDU►TS-� `��, WELL L07 ., CONTINUED ON SH E3 EASEVF'' ONI� �,/C A `b o z-- --- 5 O 0. p f' P� , _ — _ — 1 REINSTALLED SIGN POST REINSTALLED G R A S S A R E A BASKETBALL GOAL 5''�CONC./ WALK a. i'Ka7i5i-(?R,iT)_ N P� M Op, 16.68'I� O Fy �bN WALK CONTRACTOR SHALL PAINT PLAY O�nr AREA PER DETAIL, SHEET Cl w �j SEE NOTE 3, THIS SHEET EXTEND EDGE OF 6.00' CONC. WALK TO MEET NEW 5.00' CONIC WALK ` J_y PARKIING ' O�=� ASPHALT 0Z 1 0 cv LOT � 1 1 6P'NCIlS 4' a. -- - n o 0 SSE NOTE _4 THIS DEL --- \ - N — --- ---- 12 1 IS4CJS - 2 r AILROAD - - - - - cN - - - - - S79 40'14 W - - - IKE (SET) \ 60' IN ESS�tGRESS EASEMENT A S P H A L T I JANE PETRIE RAY et als 1 60.00' OFFSET SEE NOTE 4, THIS SHEET /��(;lplo E '5' — -- -_ GRAS r RASS �AREA �3" R E A i i 5' CONC WALK e 3 i`Ut _� HANDICAP , � Q �i F /�� MP_- - - - - -i L- --- -- ---, . t r .A 1 1 P C S 4 2C."VeT, SRB N � 1 1 P C S 0' C E I "I' '4' 04' uJ S � G R A S lP C ,5" o f ;�� AREA RR SPIKE IN WPP ELEV.=694.91 PIN: 76-A-90 USE: VACANT ZONE: RA SEE NOTE 3, THIS SHEET 2FNNECT TO TWO EXIST - 2; UG �O DUITS APPROX. THIS POINT N ° a N °' Ac-, N N EXIST "BUS HEATER" PANEL BOARD °^; EXST. DETENTION POND c"� s SITE DIMENSION PLAN r=.a' P.I.N. 76-A-9 DB 703 PG 14,9781 ACRE O V) m NOTES THIS SHEET: 1. ALL DIMENSIONS TO THE BUILDING REFER TO THE FACE OF THE BUILDING. 2. ALL DIMENSIONS TO THE CURB OR CURB AND GUTTER REFER TO THE FACE OF THE CURB. 3. CONTRACTOR SHALL PROVIDE AND INSTALL NEW BASKETBALL GOALS PER DETAIL ON SHEET Cl, PER MANUFACTURER'S RECOMENDATIONS. 4. CONTRACTOR SHALL SEAL AND RESTRIPE ALL ASPHALT DRIVES AND PARKING LOTS PER SPECIFICATIONS. STRIPES AND CORRESPONDING. DIMENSIONS SHOWN ARE APPROXIMATE; CONTRACTOR SHALL FIELD VERIFY BEFORE SEAUNG PAVEMENT. C 0 0 0 JANE PETRIE RAY et ds O i it J �m SOCCER FIELD �-a- 0.00'�—,5,FFSET r� 0 I —i rn J( WD i 0) O cad a z z (a o Uw �j U In Ew W Q �w ao ala z � W�a b ►n rn ^d c" co E- N I a� a GCS � o .. -4 '" •-i 4 ) �o � 0 ��j O co �C o CQcd L Q O Z Ocr- Z > U V m N I z M Q z ~ z W U O ` W <LLJ 12 F- W V)� � O W Y U C G w � Q LL- 0 z r- coo 0 Q z O cu W ado Q U i•. AA C 2 49)1998 MILLS. OLIVER do WE98. INC. 97150002 1=1 00 TMK JAN 28 10 23 om - - - - - EROSION CONTROL NOTES: EROSION CONTROL LEGEND SILT FENCE DROP INLET CONSTRUCTION OF A SILT FENCE SYMBOL DESCRIPTION ST'D. do SPEC. PR 0 TECTION (WITH WIRE SUPPORT) 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL Q PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. PS PERMANENT SEEDING 3.32 2 x 4• vmn FRAME TRENCH UPSLOPE ALONG THE LINE DROP vv�T� OF POSTS. 2. ALL EROSION AND SEDIMENT CONTROL/TRAPPING MEASURES ARE TO BE PLACED SF SILT FENCE 3.05 AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP IN CLEARING OR GRADING. FRAME IP INLET PROTECTION 3.07 'w ""x' f ' ' 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. p I p •O 4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE EROSION � 1 �I}} �� I CONTROL LAWS AND REGULATIONS WHERE APPLICABLE TO OFFSITE DISTURBED �-� �.- ' ( II. II AREAS SUCH AS BORROW AREAS, FILL AREAS, etc. CONTRACTOR SHALL / r PREPARE AND OBTAIN APPROVAL OF EROSION CONTROL PLANS FOR THESE C GATI*Ri EXCUS = I- AREAS.AT CORNERS ca 5 CONTRACT SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES _ R 0 DEEMED NECESSARY BY THE OWNERS AGENTANSPECTOR OR THE PLAN APPROVING PERSPECTIVE VIEWS ��I _ Flow a- (�I AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 6. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES STAM 3. ATTACH THE FILTER FABRIC TO THE WRE 4. BACKF1LL AND COMPACT THE I AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE a a Z ' I FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. FABRIC 7. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY W Lo AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS 1-4 OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES �-+ °A cd SHALL BE MADE IMMEDIATELY. ~ :d 111 g ► 5 rn ,� II I I 8. PERMANENT OR TEMPORARY STABILIZATION SHALL BE APPLIED TO DENUDED AREAS ^ s� WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THElet ELEVATION OF STAKE AND wJ � . � _ SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS � o G� �� G� I TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FABRIC ORIENTATION DETAIL A FLow / (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL Co BE APPUED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. Cod F 9. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING =� a> SPECIFIC APPLICATION EXTE�I" OF FABRIC AND WRE INTO THE TRENCH. MEASURES. a THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 10. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT - RS INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FILTER FABRIC OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE N/FMARU F. THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE y...� EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS DESIGNATED AGENT, IS JUANITA I. LAKE APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS - I WIRE IN STREET OR HIGHWAY MEDIANS. UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. x /-77 BE TSTRUCTURES SUCH AS o 68II E� (95 , - _ - - -- - - - -- -- 11. STABILIZATION MEASURES SHALL APPLIED 0 EARTHEN co _ - - - - - - - a . / X. SAN SEWER �5'^. �� - - -- ---. - ------ --- - ---- SOURCE: Adapted from Installation of Straw and Fabric Ma Barriers for Sediment Control, PLO. 3.05-1 DAMS DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. Trek SOURCE: N.C. Erosion and Sediment Control Plannii>¢ and Desi¢n Manuel, 1988 PLATE 3.07- i � AN v %( 5 5. 5" �I ... _ INV = 694.60 t 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ^Q q Co 5 WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY X ..� 35, •. MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE. AUTHORIZED BY THE LOCAL ., 698 9 x PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS v .0 I 682 I "oo.,. SO .���. / W RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY > x STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ^ �^ N C . .....� X-� _ _ _ _ _ _ MP, EXsr. ... � ............ 13. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AND/OR VEGETATION o in _WSP, qSP CHRISTOPHER R. do SITE LOCATION IN ACCORDANCE WITH O a ALT EXST. `- j160 go, CH Q AUDREY M. APPLICABLE LOCAL REGULATIONS REMOVED FROM THE SITE AT AN FIRE LAN 00.10 BA$ PLAYGROUND _`�- AIh �4 o Cd JW . 0.,A �,N ��=---N--- - - - - -- KE LINK o o ca O 699.64gEL COURT °M FENCE o -�' �:• r. (.) � � ��`� _ _ LANDSCAPE EXST.---�-►,,,� o �� a� �WSP O�, SF 702. 7 - _ TIMBERS PLAYGROUND k - `RE FENCE e . ; 00--�_+ .. 700.39 0 ' - - _ - _ NAIL_ TOP __ _ ool�'Iu, °cN °' f- O INV:0 C = 698.7�� i0 _ EI�V.�701 O�FFC Op�X- x _ ' . 00.31 _ 1 ' ERNE k� 0 702.15 Tvl I I 702.50 + I FIRE - , X `: 71D2:bb... f of SEE NOTE 1,':::: •.. �� �� 702.25 / a� I :::►...:'.'....: LA APE ®S I `�• `\ _ - - �_ x A 41 Cn �n jv, I INV :70Q'6.&77.. AREA - 7d2 701.95�y `� - - - s II = 702.50---- - Q r -- o ( - NL__ z_ 7Q(j:::.::':::':'::':':':':':':':. ................. :.:::..................':..::::::' 7D2:5D:' 702.75 c� w - - - - - 7t32;5t}:::..'.'.::.'::'::':':'::':':::.:.:'::':7a2:50:.�.:...:.......:.:.' I 1 �02 I Xr Y F + O I I � I GRASS CONTRACTOR SHALL STRI - � o Q A R E A a �' I : . 69 .81 ' I ENTIRE PLAYING FIELD OF M pCCCER MP < VDH ROD oc _ � « ^; 702.75 � _, 6, ' I EXISTING TOPSOIL AND REPLACE SGOAL MP U _ II �, I o� 699.60 I / MP� a z, - I WITH TOPSOIL PER SPECIFICATIONS do CAP F CL z SEE NOTE 1, THIS SHEET I II "' I aN �`': o Ip 99.95 AND RESEED / ! m I_ < a ® 0 700.63 1 1 z Cr p 1O 702.00 Z o IGRAS .. II I / Q O o cN II % I AREA ! / Z J` " a c� _ 702.75 70 700.115 II AcE�kLL / z oLLJ J N `_ !cE,N ONE STORY: :.. 7.00 COURT / x ' w 0 BRICK SCHOOL Epp O I W Q o Xn ® BUILDING ' 702.50 �0t. 5::::' : 0.30 i Zallo r> \ /- - F.F.E.-702.60 ............... I )Do 700.00 i N ---� Q > N m' D N °c.� ©` (C k LLl Lo ZD o ' (" I N SEE NOTE 1, THIS SHEET 699.65 69 .35 o O Lo m l#jSp1 699.00 --j c� w�702.7, I I------- Y fit° W = tY o Cr_ o 69 Aor GPO 1 702.50 gpp�TF( \ e �� �� 698 G R A S Q • 6 �LE R��,� .r.`- � � � S AREA SOCCER FIELD � I IL_ 0 �< , z'm RASA Ti N: (ANCHOR i : '' c uNJ /c uw ON .1 98.30, , SEE NOTE 1, THIS SHEET �- � WIRE _ q ...... ...... - ( GRASS SD S`D3 702.50 Z P� . ;. •702.'3¢�• 698.20 � 2R SPIKE IN WPP I AREA INV 1=1 699.03 ;3» O. Q Y 701 `34 r� 6°� ,� M I r'0 �� HANDICAP I I - 2 �_ -ant 701.�6 py I moo.. PS 44, Z rn _ I V- 700.60 C o O rLEV.=703.33 I. o - 4LP O SF _ > 1° 69�J.4 �Q P� at z T0{Yl.. W g PJo of Q O a ; 701.64 XSST _ 4" 4" 700.20 699.70 P 697.30 00 �' o AT. \ GRAS°�`P5" M 696 + f \\ AREA+' 20 694 I FH --- Y m t1j Ex. 6".' � r► � Q_ � � �� �� .Q SF .p 56 S �L P.I.N. 76-A-90A ( A S P H A L T w / �8� II DB 703 PG 402`Z' v �-• O�„ ASPHALT ,� 7tO'A MP PARKING i x j4.9781 ACRES ERr Cu L O T L MP }Q O U d j EXST. o i I DETENTION POND Z � - -J/ -01 CD _j t / �- -- - _ - - - - - - - - -� 20 WATER EASEMENT -- - 9 IN • \\ Z - - All AILROAp - cN - S79'40�14 W b 1205.70 Z IKE (SIT) y RR SPIKE 'IN WPP �6g O t 60' IN EsGREsS EASEMENT ELEV.=694.91 Z,69 U g69 � Q Z �6gNA 0 JANE PETRIE RAY et ais Q V) ASPHALTI�/F O JANE PETRIE RAY et als W lol z SITE GRADING, DRAINAGE & ESC PLAN- NOTES THIS SHEET: Q 1 n = 40' 1. CONTRACTOR SHALL RAISE ANY MANHOLES, DROP INLETS, OR FIRE HYDRANTS WHERE INDICATED AND OTHERS AS REQUIRED BY A RAISE IN GRADE. FIRE HYDRANT NOZZLES SHALL BE 16" TO 18" ABOVE FINISHED GRADE, AND VALVE BOX TOPS SHALL BE RAISED TO FINISHED GRADE. MANHOLE FRAMES AND COVERS SHALL HAVE TOP SET 3" ABOVE FINISHED GRADE. C 3 V 1998 MILLS, OUVER & WEBB. INC. 9715CO03 1-1.00 TMK JAN 28 10:20 am f - IL 0 .KL41 A 'B R E V I A T 1 0 N -S & AND CONTR CONTRACTION FHC FIRE HOSE CABINET LAV LAVATORY PSF POUNDS PER SQUARE FOOT 3 WAY THREE WAY AB ANCHOR BOLT, AUGER BORING CONY CONVERTER FIG FIGURE LBS POUNDS PSI POUNDS PER SQUARE INCH 3fC THREE CONDUCTOR ABS AIR BREAK SWITCH COP,CU COPPER FIN FINISH LC LEAD COVERED P'i POINT, POINT OF TANGENT 33/' THREE POLE ABV ABOVE CORR CORRIDOR FJ FELT JOINT LL LIVE LOAD PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE T TILE, TOP, TANGENT AC AIR CONDITIONING, ASBESTOS CEMENT, CP NONREINFORCED CONCRETE PIPE FL FLOOR, FLASHING LLH LONG LEG HORIZONTAL PVI POINT OF VERTICAL INTERSECTION T&B TOP AND BOTTOM ASPHALTIC CONCRETE CPT CARPET FLUOR FLUORESCENT LLV LONG LEG VERTICAL PVT POINT, OF VERTICAL TANGENT TC TOP OF CURB ACB AIR CIRCUIT BREAKER CR CEILING REGISTER FPH FROST PROOF HYDRANT LT LIGHT TEL TELEPHONE ACSR ALUMINUM CONDUCTOR STEEL RE Jz.'0RCED - CRS CORROSION RESISTANT FPM FEE i PER QT QUARRY TILE TEMP TEMPERATURE, TEMPORARY ACST ACOUSTIC CSK COUNTER SUNK FR FRAME MACH MACHINE TERM TERMINAL AD AREA DRAIN CT CERAMIC TILE, CURRENT TRANSFORMER FS FULL SIZE MAS MASONRY R RADIUS, RISER, RUBBER SHEATH TH TOTAL HEAD (PUMPS) AN 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 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 DEMOLITION GPM GALLONS PER MINUTE MH MANHOLE REG REGULATOR, REGISTER ARR ARRESTOR DET DETAIL GR GRADE MIN MINIMUM, MINUTE REINF REINFORCEMENT UG UNDERGROUND . ASPH ASPHALT DH DRILL HOLE GRD GROUND MISC MISCELLANEOUS REQD 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 B BOTTOM, BATH DMPR DAMPER MTG MOUNTING RL RAIN LEADER VAC VACUUM 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 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 t , CENTERLINE EC EMPTY CONDUIT HVY HEAVY SD SPUTTER DAMPER, STORM DRAIN CAP CAPACITY €F EACH FACE HW HOT WATER, HEADWALL OA OUTSIDE AIR SECT SECTION W WIDTH, WASTE, WATER, WATT, WEST CC CENTER TO CENTER EL ELEVATION HWL HIGH ' WATER LEVEL OC ON CENTER SERV SERVICE WITH CEM CEMENT ELEC ELECTRIC HZ HERTZ OCB . OIL CIRCUIT BREAKER SGE SEMI -GLOSS ENAMEL W VW/0 WITHOUT CFM CUBIC FEET PER MINUTE EMER EMERGENCY OD OUTSIDE DIAMETER SH/SHT 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 CJ CONTROL JOINT, CONTRACTION JOINT EQUIP EQUIPMENT INT INTERIOR OVHD,OH OVERHEAD SP STATIC PRESSURE, SINGLE POLE WH WATER HEATER 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 CLG CEILING EWC ELECTRIC WATER COOLER JB JUNCTION BOX PART'N PARTITION SPEC SPECIFICATION WS WASTE STACK, WATER SURFACE, CMP CORRUGATED METAL PIPE EXH EXHAUST JC 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 FAHREN'HEIT, FIRE KO KNOCK OUT PLYWD PLYWOOD STR STRUCTURE 2:1 CONIC 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 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 Q DEFLECTION ANGLE I'N�DEX OF D'RAWINGS T1 TITLE SHEET Cl SITE DEMOLITION PLAN AND DETAILS C2 SITE DIMENSION PLAN C3 SITE GRADING, DRAINAGE AND EROSION CONTROL PLAN Al ROOF PLAN AND DETAILS A2 OVERALL FLOOR PLAN A3 FLOOR PLANS A4 TOILET PLANS AND DETAILS A5 REFLECTED CEILING PLANS A6 FIRE PLAN A7 EXTERIOR ELEVATIONS A8 BUILDING SECTIONS . A9 WALL SECTIONS & DETAILS A10 MISCELLANEOUS DETAILS A11 FINISH & WINDOW SCHEDULES, HEAD AND JAMB DETAILS Al DOOR SCHEDULE & DETAILS Al CABINET, SHELVING, FLOOR PATTERN, ETC., PARTIAL FLOOR PLAN - AREA 'A' & 'B' A14 CABINET, SHELVING, FLOOR PATTERN, ETC., PARTIAL FLOOR PLAN - AREA 'C' A15 CABINET ELEVATIONS & SHELVING PLANS AND DETAILS S1 FOUNDATION PLANS S2 ROOF FRAMING PLANS S3 STRUCTURAL DETAILS P1 LEGEND, SCHEDULES & DETAILS P2 OVERALL PLUMBING PLAN P3 PLUMBING DETAILS P4 PLUMBING DETAILS P5 PLUMBING DETAILS M1 LEGEND, SCHEDULES & DETAILS M2 OVERALL & PARTIAL FLOOR PLANS M3 PARTIAL FLOOR PLANS E1 LEGEND, SCHEDULES & DETAILS E2 LIGHTING FLOOR PLANS E3 POWER & SIGNAL FLOOR PLAN AREAS 'A' & 'B' E4 POWER & SIGNAL FLOOR PLAN - AREA 'C' E5 RISER DIAGRAMS VICINITY RKINS MILL ROAD 0 9)1997 MILLS, OLIVER & WEBB, INC. 9715TO01 1=1.DO TMK DEC 29 & 59 am IC. WALK EXT. STAIR ELEVATION NO SCALE NOTE: SEE SITE PLAN FOR NUMBER OF RISERS. FACE OF TREAD — \\ EXTERIOR STAIR SECTION NO SCALE 144" R 4" CRUSHED STONE SEE PLAN FOR WIDTH SLOPE TO DRAIN (V4"/ET) e C 4 ° e \\//\\/\\\/\\/\\x COMPACTED SUBGRADE CONCRETE SIDEWALK NO SCALE PARKING SPACE CALCULATIONS: TOTAL NO. STUDENTS 775 PARKING REQUIRED 194 PARKING PROVIDED 78 (EXISTING) BY ZONING ORDINANCE, PARKING REQUIRED IS 25% OF STUDENTS PLUS SEATING IN AUDITORIUM OR GYMNASIUM (SCHOOL HAS NIETHER). DISCREPENCY BETWEEN REQUIRED PARKING AND PARKING PROVIDED ADDRESSED BY LETTER TO PLANNING DEPARTMENT FROM FREDERICK COUNTY PUBLIC SCHOOLS. TOTAL BLDG. AREA = 71,578 SQ.FT. ADDITION AREA = 10,736 SQ.FT. L HEIGHT OF ALL ADDITIONS = 16'-8" 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING J 2" VDOT TYPE SM-2A ASPHALT TOP COURSE MATERIAL 6" VDOT TYPE 21-A AGGREGATE SUBBASE MATERIAL COMPACTED SUBGRADE ASPHALT PLAYGROUND TYP PAVEMENT SECTION - NO SCALE • '•• • • ' ' •:• all 1121 ► i�Av/AI:�� -.--j CSYiJiQ. ,., 1 .�%//////�//I/A= _�" • :i/%///�►yy./y// • // -:,..,.:: ,.•�,....-:�:•;•�� -.:..-.;.;.- - - '.• ti. - - - - - �.-.,.,_�y.;�.-_ -, - _ :•r :.•_- - � -.•.;yam,. -.,. ROSS :❖:❖:❖:�ii�� %i;:❖:❖:�i:•i h- • 1 :i•:�:•:�i❖:•�� � �•❖:••❖:•ice•• ►i:•�❖•�:•::;i` ��:�:;:;:;:;:;i v v 7wV/DyA1L:`: _�✓ pIV V 1►0v � �,/////..�--- �9n�//�/IRL� --_- 1 80 r1 • 1 •. . :. •. • 1► . • . ... •. .. .. ► .. PIPE BEDDING DETAIL — VDOT STANDARD PB-1- NO scnLc PLAY EQUIPMENT, TIMBER BORDERS & / GROUND MATERIAL (IF POSSIBLE) TO BE REMOVED, STORED, PROTECTED & REINSTALLED 5" 5 _ \ WHERE INDICATED BY OWNER. NEW GROUND -— MATERIAL TO BE ADDED AS REQUIRED. -71 Y.I. ;(69gg 2')) INV. OU7244.09 1 Q1— . -----------�- - -" _ r... -2�--- - ---__ EXST \ LOCATION OF REMOVE EXST`�`" SPHAL EXST. 1 `� EXIST. FIRE LANE CONC WALKS BA S of PLAYGROUNDS— - - - COURT 1 EXST. - LANDSCAPE PLAYGROUND �`-- �, TIMBERS r -- = L i WOODEN ' i - - - - - - - - - - - - - = ; �11 DMB€RS E EX<\CpFTR� OF 1 i EXST. I TIMBERS �PLAY(tOUND - CANE CONTRACTOR SHALL PLAYGROUN�L �' Y( �y �, EX 6 W M W _.____ W _1____ W - ' -RELOCATE EXST BACKSTOP I 1 AND SHALL ANCHOR AS CHAIN LINK LARtbSCAP , EXST- ! PRIOR TO RELOCATION. AREA 1 , I PLAYGROUND , SEE SH C2 FOR LOCATION. FENCE ITT — — ——N\Vri '� -��� �Jry �L'{�— _� �_ _S 1 rrv-S/llviai• -- -- ; r------------•I 1 11 ', 1 I BALL FIELD I i I 11 1 H. (IN s811) (DIRT INFIELD) Q W W w I INV. OUT=693.01 v ` > - REMOVE EXST REMOVE EXST _ ;.'' o CONC WALKS CONC WALKS R'iM� 4'�P_ _ _ I 1 U , NV. IN=698.16 I 1 Q 'NV. OUT=695.74 1 i `- 1 INouT=s 853 �� \BRAE SA a I I i IREMOVE SURFACEI' 1 COURSE FROM 1 CONTRACTOR SHALL REMOVE, ^' A T• T STORE PROTECT AND REINSTALL I BASKETBALL GOALS AND SIGN C I i BA I POSTS AT HEIGHT PRIOR TO ONE STORY REMOVAL AND SHALL ANCHOR BRICK SCHOOL REMOVE EXST - _ _ - _ _ _ (BASE COUN POSTS AS PRIOR TO REMOVAL TO REMAIN 1 BUILDING CONC WALK �11W F.F.E.=702.60 _1�698.9 INV INO 69N 0212" PEP IN=631.15 / i s INV. OUT=6%.85 r3 1 j I INV. INV OU = 1 2 1 _ 1 v -. 1 ,� 11it Sri REMOVE EXST "POLE J (q\\T� CONC WALKS \ S WELL LOT - ---- M-13S VE ���\?EASEMENT \ T i 1 U WELL- & P cjG R A �.. I I i bit: UNI /c ",Ni AREA v`3., ,© jl REMOVXST- 1 ' . ' M V, ST 00.78 1 g6ag, YI�A� Z_ s9s.3� CONC ALK Q 1 . I ( VIA �- �'� I 1 \ try � 4 z CONC WALK /RT`1 00 I / METAL �� J �, EXST. C4" 04" L. j i (� z o 1 BUILDING p�F . HRUBS k o I W g r- 131 F.F.E.=701.811 � \ G R A s ° �5" #'' �r I M I WOOD WALK_ AREA I L m LZ `` I r METAL I � BUILDING \ EX. 6 W/M �C�- — — — '' �o RtM=690.40 METAL BUILDINGS, WOOD STEPS r,;ti• NV. IN 6--8s5.43 i WALKS, RAMPS & STEPS '�' \ �, \-\ TO BE RERS D 8 l OTHERS N.I.C.) , i •n' ! °° ASPHALT I I Ca ASPHALT PARKING I � �' ..;� SI TE DEMOLITION PLAN - Of 1=40' CLEANOUT ADAPTER & THREADED PLUG -� moo'—o"_ - 3" MAX SEEDED TOPSOIL 8" LOOSE MATERIAL TYPE 21A - - COMPACTED SUBGRADE FIRE LANE — TYP SECTION NO SCALE GRADE SURFACE AWAY FROM CLEANOUT DIRECTION OF FLOW —SEE TABLE BELOW CLEANOUT ADAPTER & THREADED PLUG FOR CLEANOUT PLUGS IN CONCRETE OR ASPHALT, SEE SPECIFICATIONS `J45' BEND -COMPACTED VDOT #10 / STONE OR SAND TO '$.. SUPPORT RISER 45' BEND TYPE 3 CLEANOUT FOR BENDS GREATER THAN 45° 0 WYE 45' BEND 22 1/2' BEND 11 1/4' BEND CLEANOUT 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 1 0 1 1 GROUND SURFACE 6" COMPACTED VDOT #10 STONE OR SAND AT TOP r OF BACKFILL IN TRENCH TWO 1/2" (#4) STEEL RODS 12" TO 18" LONG (RODS NOT REQ'D IF IRON OR STEEL PLUG IS USED) BURIED CLEANOUT PLUG FOR USE WITH ALL CLEANOUTS IN YARDS OR AS SPECIFIED ON PLANS SEE T� BELOW GRADE SURFACE AWAY FROM CLEANOUT CLEANOUT ADAPTER & THREADED PLUG FOR CLEANOUT PLUGS IN CONCRETE OR ASPHALT, SEE SPECIFICATIONS SET HEIGHT AS REQUIRED 1 45• BEND COMPACTED VDOT #10 STONE OR SAND TO SUPPORT RISER DIRECTION OF FLOW TYPE 2 CLEANOUT. FOR BENDS LESS THAN 45« CLEANOUT WYF 45' BEND 22 1/2' BEND ADAPT STRAIGHT THRU BEND 0 1 1 0 0 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 0 4'-0"- GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ALL COSTS ASSOCIATED WITH REPAIR OF DAMAGED UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITIES SHOWN ON THIS PLAN REPRESENT UTILITY LOCATION AS DETERMINED FORM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDER- GROUND UTILITIES WITHIN THE CONSTRUCTON LIMITS. 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MARSH & LEGGE LAND SURVEYORS, WINCHESTER, VIRGINIA. 4. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION. 5. CONTOUR INTERVAL = 2'. 6. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ON SITE AND ADJACENT TO THE SITE ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICAITON OF UTILITY LOCATIONS. 7. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE DRAINAGE TO THE INLET. 8. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 9. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION PER DETAILS ON THE DRAWINGS. 10. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. DEVELOPER/ OWNER — FREDERICK COUNTY SCHOOL BOARD SUPERINTENDENT OF SCHOOLS 1415 AMHERST STREET WINCHESTER, VA 22601 (540) 662-3888 MAGISTERIAL DISTRICT — OPEQUON ZONING — RURAL AREAS (RA) 14.9 — ACRES APPROVED BY ZONIN ADMINISTRATOR APPROVAL SIGNATURE -z-/ 0- DATE OF APPROVAL * THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. NEW BASKETBALL GOALS PER SPECIFICATIONS 50' - 0" 2" STRIPING TYP. 0 I 10 N 0 ,n N PAVEMENTEDGE OF BASKETBALL HALF COURT STRIPING No scnLe 50'-0" I V-0" TYP 2" STRIPING TYP. z 0 4'-O„ N 15'-0" ro 2' R s� ! N BASKETBALL FULI NO SCALE COURT TRIPING EXIST. BASKETBALL GOALS SHALL BE REINSTALLED AT SAME HEIGHT AS GOALS PRIOR TO REMOVAL rn U W � 0) .cu 0 A z z a 0 Z • B� .O a V1 •cu US � V N YU m WW A a i ao O z tw C\2 t 4 b In rn "I= lt::� a CCS cz o ., •� • � i.1 A � rn tic > v7 Zcn ,.mow dft�io� ._J a 0 Z 5 = U V) m C4 i �zM <0 o W10 Q W 0 w Q Cl- w � O U w U c L _e Iz W Of 0 < U- 0 z rn "' �' > Q O � Z 0 Y' MI � Y O' M d- t a U au > ice.+ cu c 1 �D 1998 MILLS, OLIVER & WEBB, INC. 9715C00l 1=I 00 TMK JAN 28 10:25 am FITTINGS REQUIRED FOR EACH TYPE 3 CLEANOUT FITTINGS REQUIRED FOR EACH TYPE 2 CLEANOUT w Y a J Q >- 0 z O ct LL_ In t\ a m Z cp N 00 N C] LLI O c/) I �I so PIN: 76-A-91 MARLA F. i USE: RESIDENCE JUANITA I. LAKE ZONE: RA 5 5" 5" 5" 5" a mp. -ASP. Exs T. ASPHATFIRE LANE © Q0 TBASS a •..j 0 a .7 COURT — --. a ° c. l ° a �; - - - 4.82' I a a I 0), I 4.00' a ocn I I W ` ISO '9 SCAPE T. I i AREA ....... r. I I _y CA a GRASS r - wH ROD ocr, J AREA -r Q _ I ;, _. C.,.1 WI a° ; N; :; :::::::::::::::::::::::::::::::::::...... ,......... ................. .. ... ... ...... do CAP FOUND a _ c x . Z I f ff cn cn o Q Q 1 a -a- m D bENCHMAFZK RR SPIKE IN WPP ELEV.=703.33 I w o ;GR,4S �It I AREA s ®a i ONE STORY C .j 72.50' i 6 .00' OFFSET SEE NOTE 4, THIS SHEET I ' rn o: a i � \ f (SET) , N I I r n I I I � I i ' I I ,'� I I ,FLAGPOLE R A S G R A S c� l A R E A o 3" 04" AREAS 5' CONC WALK, - c3 HANDICAP MP - - - - - - - � LaM!�--------- ASPHALT O P A R K I N G N L O T BRICK SCHOOL BUILDING F.F.E.-702.60 TWO 2" CONDUITS CONTINUED ON SH E3 cry E cR 6Q CNAI F 0 PLAYGROUND 11 N LINK � 'Al FENCE o LANDSCAPE PLAYGROUND o RE F TIMBERS IN IL_ FENCE TOP OF WO 1Q0j 42 o FW SANtc_ 61 39'zo R�L�CCKSTOP x ? N CHRISTOPHER R. do AUDREY M. SEE PIN: 76-A-92 USE: RESIDENCE ZONE: RA EXISTING LEGEND NEW STORM SEWER MANHOLE N/A _18PEP STORM SEWER SWD SD CURB INLET N/A DROP INLET N/A EX. _ . SEWER SANITARY SEWER N/A COO CLEANOU T CO EX. 8w W M WATER LINE N/A �*v = WATER VALVE N/A Q FH FIRE HYDRANT N/A - - - - - - - - CONCRETE SIDEWALK CURB N/A CURB AND GUTTER N/A 702 CONTOUR 702 �- x - _ FENCE METAL LIGHT POLE METAL POST MP ^,F WOOD POST °WP WOOD POWER POLE oWpp - WOOD SIGN POST ° �'S,o `•L Lr TREE N/A EX. SPOT ELEVATION 699.00 WOODS LINE N/A 200.00. : I \ _ � 24.8 00 \ ►� .O SIDEWALK I + r REINSTALLED SIGN P TS 1 -- r ::'r '....... REINSTA D I ' BASKETBALL AL S EMP MP � MPS - WCp i WSP CONTRACTOR SHALL V`„ V`" r REPAINT COURT o I BASEBAL FIELD PER DETAIL, SHEET C1 N ' BAASPHALT $.29 COURT / / PIN: 76-A-94 USE: VACANT ZONE: RA 5' CONC WA I ONC. STEP (1R) 0. Q t 11 O - , Im 5' CONC. WALK REINSTALLED SIGN POST WELL LOT 5 2 �� EASEMENT REINSTALLED GRASS AREA SOCCER FIELD i BASKETBALL GOAL CONC./ WALK ... II / _... ' Y 50.00' ( : fib}, N �, p,, nFFSET {11gML°_r 16.68'�- CbNC. WALK CONTRACTOR SHALL PAINT PLAY �(. C UNI� Hc UNI K KSST. 04"11 - 9' X 1 i A E 9 HRUBS G R A S 1",�5• o � P EXTEND EDGE OF 6.00'A R E A CONC. WALK TO MEET NEW 5.00' CONIC WALK L X. V WIN ASPHALT --- - --- ---- - --- --- -- �� 11V IL-4j HIS �HH�ET— N _ - - -- - -- - - - - - \ � 7D -A. IDA 0 AREA PER DETAIL, SHEET C1 SEE NOTE 3, THIS SHEET tp. SEE NOTE 3. THIS SHEET epNNECT TO TWO EX 2 UG ONDUITS APF AT THIS POINT I i I N � N � (� w tQ a N �I EXIST "BUS HEATER" PANEL BOARD °N 0�, a • -- -- — � — -- -- S79'40' 14 W-- aBENCHMA RR SPIKE IN WPP 60' IN SS/EGRESS EASEMENT ELEV.=694.91 PIN: 76-A-90 USE: VACANT ASPHALT 1 JANE "It RAY et ais ZONE: RA SI TE DIMENSION PLAN .01 101 1 " = 40' P.I.N. DB 71 14. NOTES THIS SHEET: 1. ALL DIMENSIONS TO THE BUILDING REFER TO THE FACE OF THE BUILDING. 2. ALL DIMENSIONS TO THE CURB OR CURB AND GUTTER REFER TO THE FACE OF THE CURB. 3. CONTRACTOR SHALL PROVIDE AND INSTALL NEW BASKETBALL GOALS PER DETAIL ON SHEET C1, PER MANUFACTURER'S RECOMENDATIONS. 4. CONTRACTOR SHALL SEAL AND RESTRIPE ALL ASPHALT DRIVES AND PARKING LOTS PER SPECIFICATIONS. STRIPES AND CORRESPONDING DIMENSIONS SHOWN ARE APPROXIMATE; CONTRACTOR SHALL FIELD VERIFY BEFORE SEALING PAVEMENT. I N/F I JANE PETMIL RAY et ds 0 z z z i a Ia m 0 o •° I Z � r• low a Ivx U Wz Q ow a EQ i�a Sao C6 b� m ►Ln o cu ce co E� N I a G� _ D -It cv 0 CQ C.) ;Z -4 4 Q 0 Z 0 U V) m N ry Z '� Q O ~ zo Z W U Lij o W < CL LJ (n :D � O W Y U C G � W NN ry Q 0 z 0) a� Qo � z U i � CL O- cu G ao a� ra n � d z Q w C2 IVYO MILLJ, VLIVLH tic 1YLUb, INC 9715CO02 1-1 00 AW JAN 28 10:23 an - - --- ___ _ - ___ _ -_ -- ----- -- - ---- EROSION CONTROL NOTES: EROSION CONTROL LEGEND SILT FENCE DROP INLET CONSTRUCTION OF A SILT FENCE SYMBOL DESCRIPTION ST'D. ac SPEC. PROTECTION (WITH WIRE SUPPORT) 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL C� PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION 1. SET POSTS AM EXCAVATE A 4"Xe 2 STAPLE WIRE FENCING To THE POSTS. AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. PS PERMANENT SEEDING 3.32 2 x 4• V® FRAME T GRATRENCH UPSUW ALOW TW LINE ARMOF' POSTS. 2. ALL EROSION AND SEDIMENT CONTROL/TRAPPING MEASURES ARE TO BE PLACED SF SILT FENCE 3.05 viT>+ �� AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP IN CLEARINGT � OR GRADING. IP INLET PROTECTION FRAM 3.07 % 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. p 4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE EROSION .m lljl ✓ ��� 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 GATHEREXCESS- I AREAS. AT CORNERS U V TR 5. CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY THE OWNERS AGENT/INSPECTOR OR THE PLAN APPROVING PERSPECTIVE VIEWS FLOW III 4" III _ AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 6. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES STAKE 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE II FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOILDEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. FAMC 7. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY w AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS b . r i OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES III 1' j SHALL BE MADE IMMEDIATELY. ~ :d 8. PERMANENT OR TEMPORARY STABILIZATION SHALL BE APPLIED TO DENUDED AREAS ^ 0 WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE o �' ELEVATION OF STAKE AND SITE. TEMPORARY SOIL STABIUZATION SHALL BE APPLIED WITHIN SEVEN DAYS o _ / G� 5 TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT .. FABRIC ORIENTATION DETAIL A - FLOW (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL ,� o I BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 1:0 E- 9. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING a SPECIFIC APPLICATION EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. MEASURES. �5 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 10. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT G%& INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FILTER FABRIC OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE ` NA THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE MARUICE F. & EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT JUANITA I. LAKE APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS _ _ OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS DESIGNATED AGENT, IS - WRE I IN STREET OR HIGHWAY MEDIANS.I� I, I UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ..�5~ob �5"_" / _ -_ i ----- ------ - -�- -_ - 11. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS 8�• ' I i' EX• SAN• SEWER �5-'--'`�. t • / ----- - ---- - SOURCE Adapted from Installation of Straw and Fabric Filter Benders for Sediment Control, PLATE. 3.05-1 DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. a� o 90URCS: N.C. Erosion and Sediment Control Planning and De�tn Yannal 1988 PLATE 3.07-1 D d{ i 5" 5° 55- _��_ INV = 694.60 9krsod t ► k 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ,",Q A rn WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY x -� 35'39•. MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL •� o 698 � N � PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS Sp 7- RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY > n STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. . • . • • 13. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AND/OR VEGETATION • 4•.- - _ _ _ Mro EXST REMOVED FROM 1H TEA OFFSITE LOCAl10N IN ACCORDANCE WITH ° `n o x - - _ _ _ _ WSF EZ ASP �� CHRiTOPHER R. do SI T a v `. E AN o HALT EXST. o APPLICABLE LOCAL REGULATIONS. . ,� .. 177�FIRE LANE -•••.. � i fso.. .... z o ASKS �rP PLAYGROUND `_6p�...-CHq�N LIN Q AUDREY M. SEE o z �e 00 10 B CD.,^ V N - - `7�- - - - - - - - - O 699.64 T8ALL Cps oM k PENCE o l �� l f O I SF '-��` COURT _ L __ LANDSCAPE PLAYGROUND �' o WIRE P > Q �, WSP �; 702. - _ _ TIMBERS y sENCE� / 700 + ......... 700.39 0 _ _ _ NAIL_ N :� ' w, °c.. / �: r- - IN C = 698.70 0 ELEV. 7�P OF 0OD�- �. - 00.31 _ -N _ - 702.50 + I - - - - _ _ _ _ _ ARE LANE + X 702.15LLJ �„ X_ 1 d �, SEE NOTE 1, a:: ® .1 \ 702.25' D I � o I I,� .......:..., LA SCAPE S I cD C. G? AREA \ O N rn n I INV ..7.00.' 0:::... - - 7(j2 701.95I \ 688 i a II _ INV = 702.50 I Q w ) - - _ Pic"2 �aGl 7D2 5D ® 702.75 S ' �. - - - _.7t32......::...:.:.:....:•:•:.:•:•:•:....:`z I 1 �02 + Y I �- I \ O� �- I / o v, ..a t i I I GRASS J I CONTRACTOR SHALL STRI a A R E A a �' 1 `'� S 69 .81 ENTIRE PLAYING FIELD OF �� M SpCC R MP < ypH ROD O� II _ ( ni 702.75 ® �, EXISTING TOPSOIL AND REPLACE COA l MP U z v o 699.60 / MP O dt CAP F ND a o- z I T'.- SEE NOTE 1, THIS SHEET o�p , 1 WITH TOPSOIL PER SPECIFICATIONS V) m U) N o � co AND RESEED / 99.95 M a iP 700.63 1 0 �.. -100 �� 702.00 } 1 t � � z � L` ° II IGRAS II ' Q O o u+ AREA z a « _ ✓ ,�„ 702.75 7pppp� gg 700.11►- a I /II BAASPHA�ILL �� Ui ....... L i W EEg�gg J I N n ONE STORYM150.7 1.00 OURT // '` 0 0 0 ro `; '` �' BRICK SCHOOL �Op / / 0 6 Q zco BUILDING :::::::::::::. W m N _ 702.50 at.V ..... 0.30 1 i � >= ........ 1 �00 700.00 / -� I- F.F.E.=702.60 to Q D s p \ ( X w H- z o �' ° I SEE NOTE 1, THIS SHEET 699.65 6435 -1 o O w i 699.00 a Ld LiJ o , i► PS / �I r i o LiJ qP�Dl V►+E�LLJT F 6 8 GRASS AREA SOCCER FIELD Q � 6LAGPOLE ( 702.50 \ F i r 9 ``` . / � ( R �, � � �,•••' EASEMENT 0 1 / �. sF R A S �, /c ur,? /c uNi j%,. 98.30�� ,SEE NOTE 1, THIS SHEET ANCHOR '� WIRE R E A 04" : 4...... � _ J � -� ) � - - G R ASS D S$3 702.50 z `........7D2:3� 69j8.20 HMARK AREA 1-I 701.34 6g� I �r' ' o -'I R SPIKE IN WPP = INV - 699.03 03" _ O' aY�`` 7018`'' �� M �o.�'� 1 z 0) s LEV.=703.33 i' _� HANDICAP I 14 = = 700.60 2�-� 0 4'''' LP ,Z,P� I ®S O L0 69 F � -. 5 CON OO Q ��' m Q � rn Ca co O 8 701.64 . C�4 `� 700.20 699.70 w,� i _ �' 697.30 00 4 N 1j o z r' xxSST, SF � I 696 U is GRAS4P �' o n A� iI } F. \\ AREA 20 94 ' 1 FH __�- --- ---- _X O r^r - W EX. 6" W/MW - W / �. . r � 1) o o p 1. S P.I.N. 76 A 90A o ASPHALT ° �6�all DB 703 PG 402 e0 P A R K I N G w, A S P H AL T x _+ 14.9781 ACRES M� SOCCER MP • A A v d L O T ZE n SF ��� MP P EXST. ..... ---- ------ �c� s DETENTION 1 - - o�� � POND 'r W \� I ✓ Z - - - - - - - - !i �a W Q 0 D S - - - -- _ 20 WATER EASEMENT - -_ _._ - Q -- ; W 0 0 D S Q i t_ -_ - - - - - - --- - -- - - - -- e N J ---------- - - �g L- t ......... - e -oZE -06 -- -- - `� � - -- -- S79'40.14 W �--- -- �-- -- .......................-- - 1205.70 o� AllROAI� IKE ( RR SPIKE IN WPP O 60' AN ESSI/�GRESS EASEMENT ELE V. = 694. 91 �69 g V U l6 g 1 Z Z 96 �6q 0 JANE PETRIE RAY et ds i A S P H A L T JANE PETRIE RAY et als W Lj SITE GRADING, DRAINAGE & ESC PLAN- NOTES THIS SHEET: Q 1= 40' 1. CONTRACTOR SHALL RAISE ANY MANHOLES, DROP INLETS, OR FIRE HYDRANTS WHERE INDICATED AND OTHERS AS REQUIRED BY A RAISE IN GRADE. FIRE HYDRANT NOZZLES SHALL BE 16" TO 18" ABOVE FINISHED GRADE, AND VALVE BOX TOPS SHALL BE RAISED TO FINISHED (MADE. MANHOLE FRAMES AND COVERS SHALL HAVE TOP SET 3" ABOVE FINISHED GRADE. C3 © 1998 MILLS, OLIVER & WE@8, INC. 9715003 1=100 TMK JAN 28 107 20 am