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HomeMy WebLinkAbout47-96 James Wood High School Athletic Fields - EAW - Gainesboro - Backfile. . 1 G v5' TT TITLE SHEET P LEGEND, GENERAL NOTES AND DETAILS C2 OVERALL SITE PLAN C3 ENLARGED DEMOLITION, UTILITIES & DIMENSIONAL PLAN, BASSEIIALL C4 ENLARGED GRADING„ DRAINAGE & EROSION- C'TRL PLAN, BASEBALL C5 ENLARGED SITE PLAN, MULTI —PURPOSE FIELD CIS ENLARGED SITE PLAN, REMODELED SOFTBALL Fltl Al FLOOR PLANS ELEVATIONS BASEBALL FIELD ' A2 FLOOR PLAN c ELEVATIONS SOFTBALL FIELD - A3 SCHEDULE & DETAILS A4 PLANS, ELEVATIONS & DETAILS — TICKETB'OOTH DUGOUTS •, ' A5 PLANS, ELEVATIONS & SECTIONS BASEBALL BACKSTOP P1 PLUMBING PLAYS DETAILS M1 MECHANICAL PLANS & SCHEDULES E1 ELECTRICAL SITE PLAN --BASEBALL FIELD E2 ELECTRICAL SITE PLAN --- SOFTBALL FIELD E3 ELECTRICAL FLOOR PLANS — BASEBALL FIELD E4 ELECTRICAL FLOOR PLANS — SOFTBALL FIELD A 8 8 'R E V A T 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 3/C THREE CONDUCTOR ABSAIR 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 AC AIR CONDITIONING, ASBESTOS CEMENT, CID NON'REINFORCED 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 AC'B AIR CIRCUIT BREAKER CR CEILING REGISTER FPH FROST PROOF HYDRANT LT LIGHT - 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 MAIL MATERIAL RA RETURN AIR THRSLD THRESHOLD AL ALUMINUM CW COLD WATER FTC 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 _ ANOC 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'av M P 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 AFIC'INITY 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 APPLE PIE B BOTTOM, BATH DMPR DAMPER MTG MOUNTING RL RAIN LEADER VAC VACUUM I 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 Ijift BM BEAM DWD DRINKING WATER DISPENSER HGSW HORN GAP SWITCH NDC NOSE DOWN CURB I PH SINGLE PHASE VENT VENTILATING I paw SR BOTTOM REGISTER DWG DRAWING HM HOLLOW METAL NEUT NEUTRAL S SOUTH VERT VERTICAL n 13RG 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 ISTE 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 HEAVY E HVY 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 CENTERcc TO CENTER EL ELEVATION HWL HIGH WATER LEVEL OC ON CENTER S€RV SERVICE Wf NTH CEM CEMENTELEC ELECTRIC HZ HERTZ OCB OIL CIRCUIT BREAKER SGE SEMI —GLOSS ENAMEL W 0 WITHOUT CFM CUBIC FEET PER MINUTE EMER EMERGENCY OD OUTSIDE DIAMETER SH SHEET WET BULB CI CAST IRON EMT ELECTRICAL METALLIC TUBING ID INSIDE OPNG OPENING SKCP SUSPENDED KEENE°S CEMENT PLASTER WC WATER CLOSET Q `, CIP CAST IRON PIPE EP EPDXY IN INCH OPP OPPOSITE "SL SLOPE CIR CIRCULATING EQ EQUAL INSUL INSULATION, INSULATED OSD OPEN SITE DRAIN SM9H 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 C; CKT CIRCUIT EVAP EVAPORATIVE INV INVERT SPC SUSPENDED PLASTER CEILING WL WATER LEVEL 9- CL CLEAR, CLOSET EW EACH WAY P PIPE, PAINT, PAINTED SP^T SINGLE POLE, DOUBLE THROW WP WATERPROOF, WEATHERPROOF C� CLG CEILING EWC ELECTRIC WATER COOLER JB JUNCTION BOX PART'N PARTITION SPEC SPECIFICATION WS WASTE STACK, WATER SURFACE, CLIP 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 P\42 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: CONC CONCRETE FABX FIRE ALARM BOX KV KILOVOLT PNL PANEL. SUP SUPPORT SLOPE 2 HORIZONTAL TO 1 VERTICAL ® 0* CONC S CONCRETE, STEEL TROWELED & SEALED FD FLOOR DRAIN, FIRE DAMPER KVA KILOVOLT —AMPERE PRELIM PRELIMINARY SUSP SUSPENDED p® 0 COND CONDUCTOR FDN FOUNDATION KW KILOWATT PRESS PRESSURE SW SWITCH 1 ON 2 0 �, G 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 _.MI FRED CO ®LE SCH L 0o 1 REVISION$DATE,k.'. % LT{ ► i TH CIF No. DATE 11 ACTU6 A . 10 25 9B PHILIP PAPPAS ROBERT B, -OLIVE 1 21 97 a No. 3079 � 03543 2 1' 0 9 % Al 1A_.AL Liver 6c e COMM Nlv" " ®� i q HITE .n C ss APPROVED Y B ZONING DMIN TRATOR A I S VA 240THOF- LT H 2 dry Clrive9 P�.az�. One9 Buil�.i9Blacksburg,�� 6 SI ATURE) ( A E` a o o(540)552-2 51 FAXO (540) � � .�. ®� 2 � � � A BIER �. WEBg, �R, .. - E T N 0, SIT PLAN SHALL BE VALID FOR FIVE (5) YEARS D. G. RHUDX VV IC i I N> HOO k 7r 1i L 171 F 1@m E L D m Aw w m IMF FREDERICN C%OUNTY VIRGINMIA • FROM DATE OF APPROVAL ��� 7 04 CERTIFICATE No. � ` �� 4068 SST1,o VV ��♦�% �.• ,«�«mew.: ��pAeAAi,w ��-.'.n!��, e♦ e��i, .•ea. ♦? aaa ••i ♦•i� f ♦a • , . a 041 ,-... - -- • / • •♦e����,,��•;. .n♦.e'1:u►l��.ae i `` ♦♦ ♦0iA/ •♦e♦ •iri _!i!.!k,!s�i!a'/� •«•i�i! ..►!w ►••♦� �♦•rei; --•�'.••r+v rrA• ► �+ i i � • �:�i i i i 7�► «'« f! ❖:•••A•♦•e •aA� ••• ♦ •4�eiie♦ •e. • 7 �•A•« S • « Ai � �♦•s ♦♦e«•••A«•••i! r- •. . ♦♦•i♦eeee♦ •A❖.•A••❖.•♦ei \. i►e••A••••jAA«.•�•j ♦eeee♦♦♦e •a• eeee•♦ L•i•.•••A.♦eeA♦•A.i � � Aii♦e�A•As•A••Aj r' • •. 1 •••A•AA.•A•Agg. / ,�e♦ie•Ae•♦eeA♦•ems. s.e•.♦e•.., �►•ee♦♦♦se. ;aA ►♦;�.AfA;•��;«.� �❖+A;A;«;A;•;♦;, e' •- 1 ee♦•eat►,�•� ♦♦e♦♦alee !„+A♦♦!as"'i♦eii• ,..A♦e.�•..� ♦seseae♦♦ .oa♦♦•ie♦•♦ !♦!•!•�,.�^Aea\\ a•s•e♦eA•! S AA♦� Vie•♦� ����1�- �� ..•♦..►.... ,......... •♦♦Aee ♦♦ ♦eA•♦«e• ♦♦e�•e•♦ ♦1 �♦dea♦e«• .�. �- �• �• %�%w�I�Vi.•��..__.,-�'-j• v`� v y v v I�••.b. _ ..• • .��. ! I•e•e!ea♦♦♦♦ ,�« �♦ate! .�V ,�. ♦, it , .- two- ' 1 • • . • r • . ���s�i� a s• . • / . r / • / PIPE NO SCALE t CONCRE DDING -DETAIL - VDOT STANDARD PB-1 3 1/2" VDOT SM--2A ASPHALT BASE MATERIAL 8" VDOT TYPE 21-B AGGREGATE SUBBASE MATERIAL COMPACTED SUBGRADE ONSITE TYPICAL PAVEMENT SECTION NO SCALE ATHIS PAVEMENT SECTION TO BE USED ON ENTIRE SITE EXCEPT IN THE ENTRANCE FROM 2APPLE PIE RIDEG ROAD. SEE SH C3 FOR PAVEMENT IN THIS AREA. 8" O.D. ! 8" / /\ cfl GENERAL BACKFILL 14" CAREFULLY :OMPACTED ELECT BACKFILL STONE AGGREGATE STANDARD - GENERAL BACKFILL i 8" O.D. 8" / i , .' ,' ;''' ; 11 / to .4" CAREFULLY ;OMPACTED ELECT BACKFILL 2" O.D. STONE AGGREG� 1/2" 0.D CONCRETE ARCH STONE AGGREGATE REPAVE TO 1 1/2" TIMES ORGINAL THICKNESS t 8"� 18" 01. 8" O.D, $,1 X / TRENCH & BEDDING NO SCALE 0991 MILLS, CiUVER A WEBS, NC- MPFES 06 11:2! Orr CHAMFER 44 TREATED POST o CV FINISHED GRADE-.\ il � 3000 Psi \ P ! CONCRETE / r \ \ \\ • 'N /7777 SECTION \ WOOD POST NO SCALE "3� C6T C1 4000 psi CONC. REINF. WITH 6x6 - W1.4xW1.4 WWF, OR FIBROUS REINFORCING V4" R SEE PLAN FOR WIDTH 4" CRUSHED STONE COMPACTED SUBGRADE i 8" O.D. 8" / i TE G _ .i , \ c co CONCRETE SIDEWALK NO SCALE GENERAL BACKFILL 4" CAREFULLY OMPACTED ELECT BACKFILL CONCRETE CONCRETE CRADLE GENERAL BACKFILL $" O.D. 8� - Q T 4 04 � � a a a ' � .a / s � co 1-4" CAREFULLY ;OMPACTED >ELECT BACKFILL CONCRETE CONCRETE ENCASEMENT / --SAW CUT TO BE MADE AT TIME OF REPLACEMENT ENTIRE TRENCH TO BE COMPACTED 21-A INFIELD COVER MATERIALuj Q /NE TRENCH / /WITH ' kTER O G CS FABRIC O VDOT NO. 68, (� �f� \\`�'\\/\\�\ �AGGREGA1Ej,,� \\/\ z CORRUGATED\\� O i1'�'' ,- PIPE fNV AS, �' PLASTIC DRAINAGES ` �` -- INDICATED/ PIPE, WRAP IN\/ \ O O `� Li . i ON PLAN \ FILTER F ABRIC �\�\% \\ // \ \ \ 20 ZVI •- r\ IT-1 TOP OF GALV STEEL DOWEL FLUSH WITH TOP OF CONCRETE 1 IN 1" i 4'4 GALV STEEL DOWEL IMBEDDED 6" INTO PAVEMENT SECTION IN HOT BITUMINOUS GROUT MAT'L PARKING_ BUMPER NO SCALE (PRECAST CONCRETE) r,.m,,,e, FLAG POLE BASE DETAIL No SCALE ON VDOT R/W RECESS TOP 4" MIN. OTHERWISE, EXISTING OR PROPOSED FINISHED GRADE BOTTOM OF TOP BRICK TO BE EVEN WITH TOP OF BONNET BOLT FLANGE 3 PIECE ADJUS- TABLE CAST IRON VALVE I BOX WITH ROUND BASE i I MORTAR CAST IRON COVER 2 #4 BARS CONTINUOUS EXISTING LEGEND NEW ® STORM SEWER MANHOLE ® SANITARY SEWER MANHOLE STORM SEWER `- SD ❑ DROP INLET SANITARY SEWER SAN --^--�- OC/0 CLEANOUT •C/0 - - - - w - WATER W W ----- WATER METER _ 1kt FIRE HYDRANT GATE VALVE ~ --- -G---- GAS - FRENCH DRAINFD 0 FLOOR DRAIN • • _ _ '.. CONCRETE INFIELD COVER MATERIAL (SEE GENERAL NOTE 10) _ - - PROPERTY LINE - - X - ---- x ---- x ----- FENCE - x x -- -- - TREE x 838.92 SPOT ELEVATION �854.70 PARKING BUMPERS ,I • . - . �` GUARD RAIL 832 CONTOUR 632 CURB CURB AND GUTTER UTILITY NOTES: 1. ALL UTILITY WORK SHALL BE DONE IN ACCORDANCE WITH FREDERICK COUNTY SANITATION AUTHORITY (FCSA) STANDARDS AND SPECIFICATIONS. 2• COORDINATE ALL UTILITY WORK WITH FCSA. PROVIDE AMPLE LEAD TIME SO THAT FCSA CAN SCHEDULE AN INSPECTOR ON SITE TO OBSERVE WORK IF SO DESIRED. 3. ALTHOUGH NO EASEMENTS ARE SHOWN ON THE SITE PLANS, THE FCSA OWNS AND MAINTAINS THE EXISTING WATER AND SANITARY SEWER LINES WHICH WILL BE TAPPED INTO FOR SERVICE THE NEW BUILDINGS. 4. TAP OF EXISTING WATER MAINS TO BE PERFORMED BY THE FCSA. FCSA WILL kSE ALSO PROVIDE AND SET TAPPING SADDLES AND VALVES AND METERS. CONTRACTOR SHALL MAKE APPLICATION AND PAY FOR TAP. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF METER BOX, YOKE AND THE NEW WATER SERVICE LINE BEYOND THE METER BOX. COORDINATE ALL WORK WITH FCSA. 5. TAP OF EXISTING SEWER MAINS TO BE PERFORMED BY THE FCSA. FCSA WILL INSTALL SHORT STUB FROM EXISTING MAIN. CONTRACTOR SHALL MAKE APPLICATION AND PAY FOR TAP. CONTRACTOR SHALL BEGIN INSTALLATION AT END OF STUB. EROSION CONTROL LEGEND SYMBOL DESCRIPTION ST'D. & SPEC. PS PERMANENT SEEDING 3.32 SR SURFACE ROUGHENING 3•29 SF SILT FENCE 3.05 QP OUTLET PROTECTION 3.18 CE CONSTRUCTION ENTRANCE 3.02 1P INLET PROTECTION 3.07 CD ROCK CHECK DAM 3.20 O CAST IN PLACE ACCESS DOOR Tr v CENTERED IN TOP �cr m VARIES 2' MAX � U- AT PROPERTY LINE x (n z O� \ \ ROADWAY BOX Et XI Z------------------------- M ES U 2" TYPE K COPPER I a- U SADDLE WITH TUBING (NO JOINTS FROM MAIN TO 04 ' (n CORPORATION ! STOP CURB STOP) o ►- Z J D J 0 d, j t` - M1 Y m� In i? VALVE SIZE +12" Q U Z Q EL SIMILARINSTALLATION FOR U CURB BOX ON SERVICE LINE. _VALVE BOX INSTALLATION 1/8"=1'-0" 1 BALL VALVE CURB STOP WATER MAIN WITH FIP ENDS, WITH 2" GATE VALVE OPERATING NUT 6" 51 STANDARD FLAT TOP FOR 4' DIAMETER MANHOLE FINISH GRADE !( 2" MIiv 3' RISER SECTION FOR 4' DIAMETER MANHOLE WITH CUTOUT'S FORD FCHH77HC-158 2" CUSTOM SETTER (METER BY FCSA) STONE BEDDING SOLID SUPPORT BLOCKS UNDER CUSTOM SETTER # IN NON -TRAFFIC AREA: 30"x30" ACCESS DOOR - HALLIDAY MODEL SIR 3030, OR FCSA APPROVED EQUAL. IN TRAFFIC AREA: 24"X24" HEAVY DUTY ACCESS DOOR - HALLIDAY MODEL HIR 2424, OR FCSA APPROVED EQUAL. CUTOUT DETAIL 1 1/21' AND 2" METER INSTALLATION A 1. UTILITIES SHOWN ON THIS PLAN REPRESENT U11UTY LOCATION AS DETERMINED FROM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES WITHIN THE CONSTRUCTON LIMITS. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICATION OF UTILITY LOCATIONS. 2. ALL UTILITIES AND OTHER STRUCTURES OR IMPORVEMENTS DAMAGED AS A RESULT OF CONTRACTOR'S ACTIONS SHALL BE REPLACED AND/OR REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN THAT PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MARSH & LEGGE, WINCHESTER, VIRGINIA. �4. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND 2 ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION. 5. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE DRAINAGE TO THE INLET. 6. RAISE OR LOWER EXISTING MANHOLE AND DROP INLET COVERS AS NECESSARY TO PLACE COVERS FLUSH WITH FINISHED GRADE. 7. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION PER DETAIL ON DWGS. 8. RESEED ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. 9. PROVIDE ONE HANDICAP PARKING SIGN AT EACH HANDICAP PARKING SPACE SHOWN. PROVIDE ONE ADDITIONAL SIGN IDENTIFYING VAN ACCESSIBLE SPACE. SIGNS SHALL BE METAL MOUNTED ON 4"x4" PRESSURE TREATED POSTS, BOTTOM OF SIGN TO BE 4'-O' ABOVE GROUND. LETTERS ON SIGNS SHALL A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH - TO -HEIGHT RATIO BETWEEN 1: 5 AND 1: {0. LETTERS TO CONTRAST WITH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE LETTERS ON A BLUE BACKGROUND). 10. THE BASE BID INCLUDES BRICK DUST COMPACTED TO 3" THICK IN INFIELD PLAY AREAS AND BRICK DUST COMPACTED TO 2" THICK ON WARNING TRACKS, IN SOFTBALL DUGOUTS AND IN AREAS AROUND BATTING CAGE, STORAGE BLDG, etc. OUTSIDE BASEBALL FIELD WHERE INDICATED. BID ALTERNATE NO. 2 INCLUDES SUBSTITUTING (2) COMPACTED 4" LIFTS OF BALL DIAMOND MIX FOR THE 3" LAYER OF BRICK DUST AND (1) COMPACTED 4' LIFT OF VDOT NO. 10 FINE MATERIAL FOR THE 2" LAYER OF BRICK DUST. �11. IN ADDITION TO VDOT AND VIRGINIA EROSION AND SEDIMENT CONTROL STANDARDS, WORK OF THIS PROJECT SHALL CONFORM TO ANY OTHER STATE, FEDERAL OR LOCAL 2 REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 12. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR 2 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. 13. WHEN WORKING ON VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER 2 PERMANENT OR TEMPORARY, MALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04--C. � 214. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY TO VDOT. � 215. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. �16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER 2 WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. A217CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO ' BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 18. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO � THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND f 2 l MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. 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 CONTROI/TRAPPING MEASURES ARE TO 8E 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, WASTE 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 AGENTANSPECTOR 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, DISCHARGE IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 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 SHALL BE MADE IMMEDIATELY. 10. PERMANENT OR TEMPORARY STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 11. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 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. STABILIZATION 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 BY 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 LOCATE THE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS, COORDINATE LOCATION WITH OWNER'S PERSONNEL 17. CONTRACTOR SHALL DEPOSIT ANY EXCESS FILL MATERIAL AND/OR VEGETATION REMOVED FROM THE SITE AT AN OFFSITE LOCATION IN ACCORDANCE WITH APPI K`ARI F 1 r)rAI 1217f i If ATIrWCZ 9 1i Ni I t� � Q Q �4 LJ .� aLIJ Z LAJ� to z Gi a a� A ,O LL En r� o Q M! 48 JU-iI U U Ul CCf cr `` u- Q Ca �ai v ,li O ( LL_ i w �; sL <a� z w O O v oc � O �! O ._.- -14 OG �' v W A b a� O z v N c� r� > A � .a Cq � I U 0 _z Of 0 > 0 = W U 0 w 0 J >- �"- Z 0 ^ V1 Q O U Ld Y < LiJ U- o cp z rn Q 0 rn �f o i of x) a a-, pb A A � •d I QA �� a I JAMES WOOD HIGH SCHOOL I FREDERICK COUNTY SCHOOL BOARD � TM 42-5-D I I DB 454 PG 438 1 f i iI E IE I + i I 1 i 42-5-D / I I ZONED: RA G/E BEARINGS AND DISTANCES TOSTING PROPERTY LINES USE: HIGH SCHOOL ACREAGE 68.86 i i I 3 EXIST EASEMENTS, TYPICAL r- -` 1 a N102 3'04"F cc I--- - --- i 42-6-B 2 ZONED: RA NEW MULTI-PUPOSE� i, i 7 G \ USE: ACCESSORY USE FOR SCHOOLS I` FIELD ; ACREAGE: 4.19 .-- I f i FREDERICK COUNTY SCHOOL BOARD 1/ TM 42-6-B -'� / APPLE PIE RIDGE _ _ -- -- ELEMENTARY SCHOOL x----"1 _-- -Y - 0 ; � f COUNTY SCHOOL BOARD OF FREDERICK COUNTY � TM 42 6 A '� I � • � ----- .._— y_ � I 1 i � % (( ` D8 352 P1C 124 I0 N / / I �� []VK I� NEW BASEBALL FIELD / ` I � SIT 7 r 5 10 , APPLE PIE RIDGE ROAD STATE ROUTE 739 SPEED LIMIT 40 MPH 3 3 -- 01997 MILLS, DUVER & WEBB, ANC. t 95410002 1=M00 TDP JAN 21 9:33 am t CALL SITE PLAN SCALE: 1 n = 60' cs� 42-A-210 ZONED: RA USE: RESIDENTIAL a 1 } x x - x I I Ij � 1 l REMODELLED SOFTBALL } I FIELD / I41O 23'04'E 360. 00' CHURCH OF JESUS CHRI � OF LATTER DAY SAINTS 08 822 PG 1301 42-5-D1 ZONED: RA 2 USE: CHURCH l 103 58 W 360.32 _ OWNER/)EVELOPER: FREDERICK COUNTY PUBLIC SCHOOLS 1415 AMHERST STREET WINCHESTER, VA 22601 (540) 662-3889 A2MAGISTERIAL DISTRICT: GAINESBORO PROPERTY ZONING: RA, RURAL AREAS DISTRICT A2± 21% STEEP SLOPE WILL BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. (BASED ON APPROXIMATELY 10.6 ACRES OF THE 51 ACRES OF SCHOOL PROPERTY SHOWN ON THIS SHEET BEING AT 15% SLOPE OR STEEPER) 0 vw I I I I I 1 co i I I I A 1 I42-7-1 ZONED: ZONED: RA - USE: RESIDENTIAL x I I A � I ' C) ! i FOOTBALL I { PRACTICE 1 o x to II �IF �I 1 I ! � I� I TENNIS COURTS 42-A-198 A2ZONED: RA USE: RESIDENTIAL S10'04 OO W 427 36'"� A3 PARKING SPACE CALCULA11ONS: TOTAL N0. STUDENTS 1500 SEATING 0 FOOTBALL STADIUM 4000 PARKING REQ'D 1375 PARKING PROVIDED 975 (EXISTING) BY ZONING ORDINANCE, PARKING REQUIRED IS 25% OF TOTAL NO. OF STUDENTS PLUS SEATING IN AUDITORIUM OR GYMNASIUM. DISCREPANCY BETWEEN REQUIRED PARKING AND PARKING PROVIDED ADDRESSED BY LETTER TO PLANNING DEPARTMENT FROM FREDERICK COUNTY PUBLIC SCHOOLS. NEW PARKING LOT LOCATED AT ELEMENTARY SCHOOL WILL SERVE TO COLLECT ANY OVERFLOW IF REQUIRED AND PROVIDE PARKING FOR SPORTING EVENTS AT BASEBALL AND MULTI PURPOSE FIELDS. a 42-A-205 ZONED: RA USE: VACANT ' o a� oci . CQo u �o n a .a U y�i CG nn ll W a4 �► "d a; O c� c� a ALn �C111 p M4I +. O � CQ � _J Q z O O U Cn V) Q J = w o= = U o� 0 LLJ 0 J z 0 V Q o LLJ Y U Q L Li c.D (6 CD z M Q O �L0 M U I /� /^� i i .w C z Q CL Li U) Q LLJ O 01997 MILLS, UUVtN B --, INL. 95410002 1-1.00 1TO FEB 10 3;18 om , i 1 � Q 1 1 0 J t0 '� I ; , i < 1 \ V 1 1 cl� c N C3ti .P cam+ G Q w 4 o 0 � c Q C �. \ a � O c Tuic currT. 1. DRINKING FOUNTAIN DRAINS SHALL RUN TO A 3'x3'x3' PIT FILL VDOT NO. 57 AGGREGATE AND UNED NTH FILTER FABRIC. T( SHALL BE AT LEAST 8" BELOW FINISHED GRADE. LOCATE PIT DUGOUTS, 15' AWAY FROM DUGOUT WALL. PROVIDE 1/4":1' St ON DRAIN, MIN. DRAIN TO ENTER PIT 6" FROM TOP OF AGGRE 2. GATE SIZES INDICATED REFER TO GATE WIDTH. GATE HEIGHT `. ADJACENT FENCE. 3. HEIGHT OF CONCESSION / PRESSBOX BUILDING IS ±21 -6 . ' `-- _ _ I YP ` L \ 4. STORAGE BUILDING TO BE SUPPLIED BY OWNER. ,� ` APPLE PIE R -- DGE ROAD EDGE OF PITCHER'S MOUND 71"1 C3 C3 12"x17" METER BOX AND COVER--- -- VERTICAL 90' BEND--< THREADED STUB AND CAP CHAINED TO STUB 2" GATE VALVE, HAND WHEEL OPERATED--- DETAIL A NO SCALE C3 C3 0 SET BOX COVER FLUSH WITH FIN GRADE ROUTE 739 (Variable Width R W INSTALLATION OF CG-12 TO BE COORDINATED } / ) 2 WITH AND APPROVED BY VDOT INSPECTOR 1 ENLARGED SITE PLAN - BASEBALL FIELD /COMPACTED \�EAFtTH '\ \ 3 MIN CLEAR TO DUGOUT ---.. - 4" SECTION NO SCALE z ce — TOP OF BOX FLUSH LJ � �WITH FINISHED GRADE 4 �i\fir\�i 2x17 METER, -CAP, CHAINED TO STUB (CHAIN NOT SHOWN) 2" STUB, THREADED END 2" GATE VALVE BED C SCALE: 1" = 30' 11," VDOT TYPE SM-2A ASPHALT TOP COURSE MATERIAL 3" VDOT TYPE BM-2 ASPHALT BASE MATERIAL 8" VDOT TYPE 21— B AGGREGATE SUBBASE MATERIAL COMPACTED SUBGRADE � PAVEMENT SECTION - NEW VDOT ENTRANCE NO SCALE THIS PAVEMENT SECTION APPUES TO THE NEW ENTRANCE FROM APPLE PIE RIDGE ROAD FROM STA. 10+00 TO STA. 10+50. FOR PAVEMENT DETAILS IN OTHER AREAS OF THE SITE, SEE "ONSITE TYPICAL PAVEMENT SECTION" SH C1. PIPE 1 1/2 STD RAILING EDGE OF 1 —0 NOTE: SEE SI TE PLAN PVMT(� (� NUMBER OF RISERS. a u_O I `-4 FACE OF TREAD i AND V OF PIPE �p RAILING f 1 1/2" e 0 O a o / \moo ° 1'-0" 1' -0" _o i FACE OF N TREAD HEEKWALL� I o e #4010" E. W. a N I N V 1'-0" 1 - C7oO -o EXTERIOR STAIR SECTION NO SCALE 4L MID ORDINATE _ 3.25_ _ _ 1.93 _ _ 0.64_ _ 0.27 - �^— 18.55 ED IN APPROXIMATE AND SURVEYORS, P.LC. CAA� SITE PLAN, ;FDATE _ 362.73 EXT. STAIR ELEVATION ELEVATION NO SCALE ULING NALL WALK C C12 O CQ 7 O� �a all :J �r ,-- i0 W W �1 v 1z N L2, ' 13 i•, .-1 A ul� ucQ o� Mod .� 0 _Z Of Of 0 > 17 V) p J = LiJ 0 LL_ -17 U p F_ 0 LLJ 0 J I— z 0 V) < o U LAJ 1-11 V_ < W cn uj of 6 co z T rn 'd Lc) A O f CL CL� o� C 0 o m. CL b.0 V) w --� < �— .� m _j LLJ < m Z 0 Q I CL 0 '2 J LLJ < 0 Z 0 0 v) LLJ orf LLJ �.I p Z LLJ c;d C 3 »47CCOJ, „ M FE8 1f} 4;16 p+r. 11 0 I 9541CO04'=1.00 TTW FEB 11 7:32 o-, io WI 05, Z w �Z �01 Tn Q �r O d �!!� En f to m W W Y W �U U V w � w IW A Of cn of O c a� ' o czr� ©CQ cQ r� bb ZY J Y.� n � d � r1 l W A ^O A G� O y W cis N � a • o Ea J Q z o cy- 0 > z = L.Li CD a �--- Ow O —� �=r �- Z 0 V) Q o U W Y <� W 0 LLJ o � z LO C rn V 0-1 of i co a a� 'b A A U .4 c;d .J J l..J Q V M Q L. LJ z Cn Q M Q w z �Q � J z �.,. � J Q Q_ ry � -- C-D z C) 0 W Z CD Of -- <r cn �.1 o zOf L LJ L.J C4 e I QDw� o� �rn � 0 0*0 1 0 � 0 1 I 4" SEEDED TOPSOIL o O Q 0 -8" COMPACTED © VDOT #21 A AGGREGATE ---COMPACTED SUBGRADE SECTION —TURN AROUND AREA r-f`s No scale cs cs ENLARGE SCALE: 1" = 30' D SITE AN —MULTI—PURPOSE-FIE1 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. X i 850 0 � b !+. o L n o n ........co .. \ w / '17 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. tI� 4;1� EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FAE NOTE; EASEMENTS SHOWN ON THIS PLAN ARE INDICATED IN APPROXIMATE LOCATIONS AS PROVIDED BY MARSH & LEGGE LAND SURVEYORS, P.L.C. WINCHESTER, VIRGINIA F/ `ZsQ�O o c�0 `g) S©� 6" MIN. VDOT #1 COARSE AGGREGATE `� GRAVEL CONSTRUCTION ENTRANC A 3 ' CLd D w'. jz IZ Ji a Q; o 0 (ci V)i Of. z (O U w i1 w owl uZ y � w` w A W d Zi w Q n IIoc o IQ � O T s Ca �...i > rn� v y� � d w b �MM 1�{ W �1 �rA N�y n 4V ^N • W' - n•1 r� f c? r�l a o F �I <t z 0 0_ 0 w 0 {� 0 0 w 0 >- }"- Z < W Q w cr-` ci { C) 1- - CL C�; a - o ' m tr, a CL. ' f .v; -c Q LJJ 0_ Lj-- W W }-- V) (/)a cl- w::) 0 CL of J J W 10' CRA VET ROAD ak flnv $" PVCr902l64 x --- ---_ ____- X x �- --- - - x PInv 12"--.......900.........._......_......__._..__.__........._.........._..__..._..• x _ --- - x - - - ii - ---� VC-903.15............................_._..._.. _..... _.._._.__........ __.... x - I .. REMOVE EXIST FENCE ��Ar o soar Rim=895.02 Side Slot=894.02 TO HIGH SCHOOL] FIELD VERIFY ~ ! a e ln=890.92-24" RCP Je -- e - -r0ut=890.42-24" RCP % Rim=894,14 ! li ' r.._.... '` 'off � ` __._.._.... dIP7 -- i p X _.. tGlgy e REMOVE EXIST DUGOUT ou f= s8s. 76- 3o RCP - � + �------ ASPHALT � � R 0 A D w �'��� II arty AND GATE_ ( REMOVE EXIST FENCE 0I REMO EXIST k Oft4 ��� - __._.- _ _ --x-_ WATER TANKS " . x � A was X. Irrigation Control LI Water M.H. Rim=893.40`�------- (� FENCE TO BE FENCE TO IN errs LOWER EXIST WATER LINES IN REMOVE EXIST FENCE AS REQ'D TO MAINTAIN 3' MIN COVER. FIELD VERIFY ane EXIST YARD HYDRANT �0 EXIST DEPTH ELEVATION. o 31 om[? i REMAIN ADJUST AS R{I 3 Q I IITO MAINTAIN OVERALL oo rn sW I( HEIGHT ABOVE GRADE S a, -, o :° ++ !! II II �N Off' r' II x \�-- REMOVE EXIST SOFTBALL 4�t e�.r © II FIELD AND BACKSTOP REMOVE EXIST DUGOUIII J AND GATE- X I � ' II_ { I � i i i II I a V x II4fl,t 15' -UTILITY I EASEMENT I , II x 88a7 --__ -_ I !III 88a2 II XLd S X -�_ o Rim=890.31 10' UTILITY y In-879.36 II� EASEMENT--., a x o _....... ............................... REMOVE EXIST FENCE X I II X III 8 _ l • Il x '... _ _ _....._ .. 890 �-�-.._......._-................ Mae x. __ Yard let 8 c.+ co cox Rim=B 9.2& PRIVATE WATER LINE OWNED BY FREDERICK COUNTY SCHOOLS o o 1 0 cci w t6 - APERFORM CONTRACTOR WET TAP in Water M,H. Rim =893.40 ENLARGE SCALE: 1" = 30' SITE PLAN - SOFTBALL FIE D DEMOLITION /Inv, PVC-.9 -64 Ix x x BENCHMARK - ..� x- �+ N.E. Comer • 46 98, of D.L Dev.=894.99------ • • 6' WIDE - - - - - • CONC RAMP 10'x20' l E61E WOOD POSTS 0 4' ��- 9R, 8T 6' 0'20" LOCATE 18" FROM DUGOUT (TYP) OF PAVEMENT ASPHALT o`V R 0 A D ' �UBLIC WATER SUPPLY o ANDRAIL - w - _ X --w - - - w - -- -w _ -w _ TYPControl aox ( 4 WALK/ T ______ -____ �( X .off A EXIST v fl z z 3' GATE X w°' WATERLINE FENCE 0 0 ` AND NOTE TO REMAIN o REMOVED L60.00' to x I 3I j_1NIRD FOUL LINE - S 08'S6'25" W u 3 cv j ul) U ci 5.00' 200' TO FENCE O $ i LEFT FIELD LINE PI -EDGE OF x ,Q6 SKINNED AREA OPNG r' 0 Za, L FIRST SECOND GRASS OPNG � � 00� I II o GATE Z fff INFIELD CCVER I I N X �� MATERIAL% PORTABLE FENCING, FOUL NOTE: HEIGHT OF CONCESSION STAND AT CaLINE TO SCORE BOARD SOFTBALL FIELD TO BE t13'-1' NC S/W FOR Z ALT BID m o rn X UJI{ A 15' UTILITY i zj EASEMENT I 'I C-)uj _j;' REMODELLED SOFTBALL r - ! 3 FIELD /0 ! in M NV 888.50 j o -� Rim= 31 ao 230' TO FENCE 20 UTILITY ° ,In=879.3E z CENTER FIELD QEASEMENT---, o I, ,� 200. TO FENCE } RIGHT FIELD LINE O CL -� SCOREBOARD -� _ X X j I 14.31 ' - ---- _ x - s% ENLARGED DIMENSIONAL & UTILITIES PLAN -SOFTBALL scue ,- _ 30' NOTE: EASEMENTS SHOWN ON THIS PLAN ARE INDICATED IN APPROXIMATE LOCATIONS AS PROVIDED BY MARSH & LEGGE LAND SURVEYORS, P.LC. WINCHESTER, VIRGINIA FINAL S'TE PLAN LP R9 °QED . ATE_ 3' X, 906.52 +s'.�+ Rau _ ,- ­ X - Ej -- x _ -- VC;903.15 ........_.._- ............._.-.._..._ .. _. x 9c .....--- _ ....._...._ .. _._... sous ' - Rim=895.02 9Q2.04 ` �o a Side Slot=$94,02 ln=890.92-24" RCP afts -- Out- 9 . -24 Yard Inlet i, 9101.E ® • Z -� �_ _ __ _"_ mid 8 e k --- 0 42 " RCP ,o �a a Rim=894.14 � :. .._._....._...-...... ln=686.52 Ir out=886.76-30" RCP `�, A S P H A L T R 0 A D __ -. • r - - -- - - - - - J IP /- - ----- --- ------ I � -_ -� _ - - x ---- �� �'//� x x x-- _ DUGOUT Q >. T 891.E et E 9 2. 00 X x� _ X- --- - X X +_ ®� x INV. 889.37 egos I Iv Q> AW 8 4 := \ i J- ---- --- - - _ x --'- 91.04 I I I (+ I 180, cxa ® eloa 7 X `) II � wX 4" PERF. FLEXIBLE DRAIN PIPE IN i II I FRENCH DRAIN NOTE: o j PS x THERE ARE EXISTING IRRIGATION TOPHEAOFPIPING VICINITY. THIS HEADSAPPROX. TO1" BELOW INV. 886.�� I) INV. 88618 x EXIST GRADE. FIELD LOCATE HEADS, 891.04 VERIFY ELEVATIONS AND PERFORM TIE FRENCH DRAIN I X x IIGRADING SO AS ( ° 4 k O HEADS O TDISTURB OR PIPING. IF THIS CREATES PIPE INTO SIDE OF EXIST . STORM DRAIN. SEE SPECS - _ II - j II UNEVEN OR INCONSISTENT SLOPES OR CREATES A x I! PROBLEM,POTENTIAL NOTIFYA/E ATDRAINAGE ONCE FOR 59 mat DIRECTION. A 15' UTILITY o f , REGRADE OUTFIELD AREAS AS REQ'D TO EASEMENT r j am? x �r PROVIDE DFENCE OF p(PPROX OSITOWARD RIGHT II -- X AX !0' UTILITY EASEMENT j X X IIb .... 47 890' SF II } 89.8E SF -c _..., r_ •....• � i X I gat x gn x -Y- -- x Yard Inlet Rim =889.28 lnv.,869.86_ X� '•-•. 3o• RCP L ' '_ j __...._ ...........-_._ .-....._...... _..... Z)/, t ENLARGED GRADING, DRAINAGE & EROSION CNTRL PLAN -- SOFTBALL_ SCALE: 1" = 30' i rn N 04 �1 � Q a V) `� 3 p w CI 51. z�. a Z J! Q Q C) .O f Y w , lf3 v IL �-! icr �- Q � �; LLJ Q N I� o w Iw la �Q Z o (M 0 o �o t�1 I �o v W (bb 0 N r� r a Q� 0WIN Ln c. r--� ) of a 0 rr 0 > U V) V 0 W 0 L L- = U 0 LLJ 0 .J > �- z 0 � Q o LIJ Y elf G W uj r 4CF) ;Lr) r' �- �L o a) o U o I o M CL' a i tw x a� p d J LIJ z L -- Q J J J � Q L.IJ L.l.. cn 0 L V) LJ C) 0 L.IJ Q J ..ILLJ Z C) LIJ 0 G L jj w C 6 kIE) 1996 mitis, OUVER & ?WR8, i,%-, 9541frjorz i-t oo DAN CCT 11 1, � cf-, SITE ELECTRICAL WIRING SOFTBALL FIELD KEY NOTES a , 2 NO. 10 AWG & 1 NO. 10 AWG GND, 1- C 4 No. 8 AWG & 1 NO. 10 AWG GND, 2" C �3 8No. 8AWG &1 No. 10AWG GND, 2"C Q 6No. 8AWG &1 NO. 10AWG GND, 2"C 5 #4No. 8AWG &1 NO. 10AWG GND, 2"C SCOREBOARD CONTROL CABLE, 1- C SCHEDULE -- SORBALL FIELD LIGHTING POLE MARK QUANTITY OF SA/1-1500 W, NEMA TYPE MINIMUM MOUNTING HEIGHT ABOVE GRADE BRANCH CIRCUIT TOTAL KW 3 4 5 6 Al - 1* 2 1 40 HB-1 6.44 A2 - 1* 2 1 -- 40 50 HB-2 HB-5 - 6.44 Bl B2 6 6 2 2 12.88 - - - 50 HB-6 12.88 * PROVIDE FIXTURE WITH HOT RESTRIKE FEATURE 480 V PHASE (N) ON 120 V -CLEARING CONTACTS (TYP) -�,.- PB1 LCi s _4� - - - 4 POLE 30 AMP LC2 LIGHTING CONTACTOR p- ------ ULC1 ON ULC2 _.1- PB3 a- ---- -` LC3 TIMED LC4 OFF -J-- PB4 0---p ULC4 CR) LC3 C 1 (ULC3) fig TR ULC3 -11 N.O.T.C. F Cl HA-9 I ! I POLE Cl I HA-10 I I POLE C2 L--J F C2 HA-13 j POLE D1 I HA-14 I I POLE D2 L__J F C3 1 HA-1 I I l I 1 POLE Al HA-2_ I I POLE A2 F C4 i HA-5 I I I POLE B1 HA-6 I I I I I r, POLE B2 L_—� 38.64 NOTES THIS SHEET 1. IF SOFTBALL TOILETS/CONCESSIONS(ALTERNATE BID ITEM #1) IS NOT CONSTRUCTED, PROVIDE PANELBOARD HB AND LIGHTING CONTROLS IN NEMA 3R ENCLOSURERS WITH KEY OPERATED PUSHBUTTON STATIONS IN FRONT. PROVIDE DUPLEX RECEPTACLE & SCOREBOARD OUTLET BELOW CABINET. MOUNT ON TREATED 3/4" PLYWOOD BACKBOARD SUPPORTED BY TWO 4" x 4" TREATED WOOD POSTS. LOCATE WEST OF POLE A2. FEED RECEPTACLE VIA 150OW CONTROL TRANSFORMER & 10AMP FUSE. aso v PHASE _��N� 120 V ON --t-- PB1 -�0 LC2 OFF LC3 -j-- P62 ULC2 ( ULC3 --I- PB3 -a LC1 TIMED OFF --�-- PB4 CR1 LC1 CR1 (ULt ) si TR --- ULC1 N.O.T.C. ,-CLEARING CONTACTS (TYP) -- 4 POLE 30 AMP LIGHTING CONTACTOR (TYP OF 3) TOILETS/ CONCESSIONS (ALTERNATE E ITEM #1) - ue .-.. U ue T / EXIST UTILITY TRANSFORMERS--/ ' . -. 15190 ' • �,�., Al, ---v G l efric %.� c+e us_ » -- - - ue� -- us ue ue _ Ue 1eCfric ue — ue w — ue ue 2 5' CD -_ � --DUGOUT Bl x r� 15' . - 1 . A 2 f 1 © --. t�� j- ----_--------- - -_� x 2 EB \` EB�;SC �- 2 5' - — g SCOREBOARD ACTUAL NORTH ELECTRICAL SITE PLAN 1 "=30'--0" HUBBELL CAT No RCS-0250S-lP6-1-Fl OR EQUAL. F Cl I -,T-� �--- 10" (LENGTH) ARM HB-1 I i POLE Al FINISH TO MATCH FIXTURE 20' POLE W/ BOLT COVERS, I i BOLT OR CADWELD GROUND WIRE TO J-4 FINISH TO MATCH FIXTURE HB-2 1 POLE A2 POLE BASE- -3" X 4" GASKETED HAND � PROVIDE GROUT HOLE, FURN & INSTALL IN -LINE L _ _ BETWEEN CONCRETE BALLAST FUSE BUSSMAN PATRON" PEDESTAL & POLE WEATHERPROOF FUSE -HOLDER BASE No. HEB-AD W/No. KTK 5 AMP F �2 I __ ___ [J FUSE FOR EACH LUMINAIRE IT\______-_ ,ff 4 0 12" OC -- � HB-5 I l I POLE Bl a 1" x 45' CHAMFER ---T -Ti 4-1 "RD x 36" LONG 4" T I I HOOK ANCHOR BOLTS.----- J CV HB-9 i I i POLE 82 111 L _ _ J 11� i I i�i 1_I I 111_�I _ _ 'I= t 1, -UI r C3 I S CADWELD CONNECTION NB-6 i I POLE B1 2 NO. 8 AWG & 1 NO. 10 AWG A " '---- �4" x 10'-0" COPPER- -� o GND IN 1 PVC CONDUIT -- -- _� I l WELD GROUND ROD HB-10 ( I I POLE $21 \\------No. 6 BARE COPPER �{ GROUND WIRE, BOND L _ _' J TO STEEL POLE �o Q� a, A ul:) cv km . f O N~ Q � z 0 ac 0 > = (n U (n ----I Lli U U = F-- C) W 0 � 0 Q Z D o W 12 �lc v <ui --� w cr rn a � Kt 0 rn o �- v (� ©� a v b o a� z Q J LLJ L1J J _J U m F- ry U C/) LLi L.,J WIRING DIAGRAM - BASEBALL _ FIELD LIGHTING NO SCALE 9WEM3 1-1.00 DAN OCT 11 1705 Pir' WIRING DIAGRAM - SOFTBALL FIELD LIGHTING NO SCALE DETAI NO SCALE - PARKING AREA LIGHTING FIXTURE TYPE --250 E 2 NO PRO,ECTION OF PIPE A80% GROUND UPE ssk aa+• - Aux Wr4FA4 w li* w�• u[ e ?7L�wwIt E7 la It .L NNiK FAWN FW�1110N Sul A �t M I tt 09 / OWL •wr A))I t0•N4 rs Alltl,ff .t, ICI 1WOA701 AAH� MwMOwI w PIPE PRMCTM ABOVE GROUND LINE wv AL 40kz aA,• s.N yAtlw bawl 1INtNMI L49M No•eA1WN """` A1061I FaIIN1111IM lII1N1IIMN WEPT. +BLIN a ..TAM. I..KrorAc w,BNNI van 'e.><.. rag oAat .••l x V s awe Uacrwt w aa+ww .a�•-�r nar s tAR 3 ®' wiiIm wlwa r .loouwv .w. M. ] w R II.O wt wAt woc4xs K fltl lr0 M MNM a SETS! ®- •HANK t.tert M 409m m oil wr" wt m w At m" ■D ow 9[UINGN t °1p1 lt. w i, m A Px pow"m am 4"o Aitl eAN3 ■T+t9 t•e 1[Mi A rA1otCA•r ooi•n•l w wtr+ex p • �i iWIN A ji• = iy�� • CONCK I 3 1/2' WOT SM-2A ASPHALT BASE MATERIAL I' VOOT TYPE 21-8 AGGREGATE SUBBASE MATERIAL COMPACTED SUBGRADE QNS1TE TYPICAL PAVEMENT SECTIQN No SCALE 2QT IS PAVEMENT SWUM 10 BE USED ON ENTIRE SiTE EXCEPT IN TIE ENTRANCE FROM APPLE PE AM ROAD. SEE 21 C3 FOR PAVEMENT N THIS AEA .LI�[!lK DI,MIRL A' CAREFULLY X)MPACiED ELECT BACKFILL STONE AGCREGA 1/2- aD ST NDARD ..GGREGATE a�iJ� ;ENERAL BACKFlU. 'A' CAREFULLY OMPACTED ELECT 8ACKFBI 2' O.D. .....` E� - _.._ ._ REPAVE TO 1 1/2- TIMES ORDINAL THICKNESS - 8' INFIELD COVER MATERIAL UNE TRENCH MITI FILTER FABRIC- - �VWT NO. 68 AGGREGATE 4' PERF. - CORRUGATED PIPE NV A5 PLASTIC DRA14AGE -. NDICATED PIPE. WAP IN - ON PLAN FILTER FAPRNC SECTION ® FRENCH DRAIN 2 I P 3 No 9cAAF ca c4 cl NO SCALE CI C1 4' a SACKFILL 4000 Pet CONC. ROW. M1H 616 M ANM1.4 !W. 2.5' RALYRIS SLOPE 1/4`_V-O' SAND APPLY BITUMINOUS COATING TO .. FULLY POLE SURFACE BELOW GRADE ED STEEL WEDGES ACKFILL CONCRETE BASE - -\ ENERAL BACKFlLL A" CAREFULLY :OMMPACTED ELECT BACKFIL CONCRETE ENQ&-"ENT TOTE / ---SAW CUT TO BE MADE AT TIME OF REPLACEMENT ENTIRE TRENCH TO BE COMPACTED ZI-A " TOP OF GALV STEEL DOWEL FLUSH WITiH TOP OF CONCRETE M' CALV STEEL DOWEL EMBEDDED 6• Km PAVEMENT SECTION N NOT BLTLAANOUS OROUT MAY f PARKING BUMP�RBUMPE�JR NO SCALE (PRECAST 2 #4 BARS CONIiWOUS EXISTING LEGEND NEW SMRM SEWER MM04OU t SANITARY SEWER MANHOLE STORM SEVER DROP INLET cl SANITARY SEWER QC/0 CLEAN0WT �� WAID i4ETEt • 19 Fi1PE HYDRANT N - OAIE VALVE ~ FRENCH DRAIN aFLOOR DRAIN CONCHM Mao COVER MATERIAL (SET GENERAL NOTE 10) PROPERTY U E •• - FENCE X X irA TREE • ... SPOT ELEVATION 1%54. TO PAPNNQ EMApE1lS GUARD RAL !tR - - -- OOMTOIAR Lu aAlB _ CURB AND GUTiER FL.AC POLE lLAYiLAMai. ALUMINUM COLLAR 1. ALL UTILITY iM O S ALL BE DOE INACCO DANCE MDI FREDERIC K COUNTY SANITATION AUTHORITY (FCSA) 'STANDARDS AND SPEOiCA PENS SEALANT 4' CCM� PAD 2. COORDINATE ALL UTILITY OW MTN FMAL PROM APPLE LEAD TIME SO THAT FCSA CAN SCIDLAE AN INSPECTOR ON SITE 10 OB9 W IARX F SO DEIM 3. ALTHOUGH NO EASEMENTS ARE S+OVN ON THE SITE PLANS, THE FISA OWNS ARO MAINTAINS W EMINC ■A10'' AD SANITARY SINK LINES WHICH WILL E TAPPED AM FOR SEtMCE THE NEW BUILDINGS. 4. IN OF RR =6 1wI111l NIMIi 10 E POWO> Bry THE FCSA. FCSA WILL i 4' AGGREGATE BASE Mo POEM WTNP000 AIO AND IEIERS OOIIIRACTOR OWL MANE MlMOA'BOt AID PAY TOR HIM.JoillA ., COMPACTED SUBCRADE RESPONSIBLE PAR ORTALAWN E T� W AD THE NEW WATER tt 111 1 IF LINE EYOIb AE WEiEIt WK OOOWOU ALL TAN( WIN FM 16GA CORRUGATED SLEEVE 3. TAP OF COMA K MR MIII L4 10 BE PERFORMED BY HNE FOURS FTCBAA WILL NSTALL SST SRRI PROM EXISiip MAMA OONIRACIN OWL WANE APPLICATION STEEL BASE PLATE AD PAY FOR TAP. CONTRACTOR SMALL EON INSTALLATION AT ETD OF STUB. GROUNDING ROD FLAG POLE BASE DETAIL NO SCALE ON VDOT ft/W RECESS TOP 4' INN. OTlERWISE. DOSTWO OR PROPOSED FINISHED GRADE 3 PIECE ADJUS- TABLE CAST N" VALVE BOX WITH ROUND BASE MORTAR BOTTOM OF TOP BRIO( TO BE EVEN WITH TOP O BONNET BOLT FLANGE m� �Y CAST PON COVER • r_ VALV7SUE r SIMILAR INSTALLATION FOR WMI BOX ON SETRMM LINE. ERWON CONTROL t.EGM SYMBOL OFSCRWTidI SM a SPEC. PERMANENT SEiDMN` im SURFACE WAND" 3.29 SILT FENCE 3.0E - OUTLET PR07ECDON ate CO117RUC11ON N34TRANci &02 IP INLET PROTECTION &07 ROM( HECK DAM0 CAST IN PLACE ACCESS DOOR CENTERED IN TOP VARIES Q 2' MAX OPERTY LINE ROADWAY BOX 2' TYPE K COPPER s TUBING (NO JOINTS SADDLE WITH FROM MAN TOCORPORATt `� STOP CURB STOP) I� STANDARD FLAT TOP FOR 4' DIAMETER MANHOLE FINISH GRADE 3' RISER SECTION FOR 4' DIAMETER NANNOLE MEN CUTOUTS FORD FCHH77HC-158 2' CUSTOM SETTER (METER BY FCSA) BALL VALVE CURB STOP WA IT MAW WITH FP ENDS. NAtH - -:•~_ STOW BEDDING 2' GATE VALVE OPERATING NUT •SOLID SUPPORT BLOCKS UNDER CUSTOM SETTER • IN NON -TRAFFIC AREA: 30'a3O' ACCESS DOOR - HALLIDAY MODEL SIR 3030. 6. OR FCSA APPROVED EQUAL. IN TRAFFIC AREA: 24'X24' HEAVY DUTY ACCESS DOOR - HALLDAY Moon HIR 2424, OR FCSA APPROVED EQUAL. CUTOUT DETAIL /Q METER INSTALLATION IJJ" 1. UTILITIES SHOW ON THIS PLAN REPRESENT UTILITY LOCATION AS OEIBURNED FROM A Fl1D SURVEY AND WAY NOT INWINWIT ALL WADE WIMUNO HTILM WITHIN THE Cdi'RIR.'IEAC WT& LOCALWOB AID 11REINS or 0000 0111010115 ARE *"US" ONLY. CONTRACTOR OVAL E RW N18 OwMCLam UMUTY OL OPAm0 FCRmumcam OF UR1TY LOCI ms 2. ALL UiIITIES A1'D On" SIMUCigEb N aro*%G NITS DAMMOD N A RESULT OFA 1b »KE HIE, 11ML INAT P1001L TO OONS111MON AT NO ADMIMAL COST TO INE OWNER. 3, BOUNDARY AND 1OpO0RAPw-#L ii0RMAlm 9lPPM BY MARSH t LEGIM 010 ESHER, VIIIMA 4. ALL C09MWIMIN 3NALL BE N CONFORMANCE IAIf THE WOW OMPAMiMENT OF TRAMSPNTA110M STANDARDS AND ROAD Alp BRDGE 3PECFICATIOM LATEST EDTDOII a GRADE ALL AREAS N VICINITY ELM OF SI M 10 EB PHOE POSRIE DRA INAiE TO THE $LET. IL RAISE OM LOOP DOSIMIG MANHOLE AND DROP NUT COVERS NEC ESSARY C SSARY TO PLACE COVERS RIM " FINIM GRADE. 7. REPAVE ALL EJOW PAYED AREAS OISIURI ED OAMiG UCTION PER DETAIL ON DARN. RESEED ALL OWING GUSM AEEAS DMSMRIED OUTING CONS NUICBOLL PARR WGIGI R KTAM 9. PROVIDE ONE HANDICAP PARKINS SGN AT EACH HAIIOCA' PARKING SPACE BOWL IN= ME ADwWoNAL SIGN OB(IFV7NG VAN ACE 4PACE SIGNS OVAL E Kft YOUNIM ON 4't14' PRIMUE iWAIND POSTS, BOTTOM OF BARN TO E 4 -W ABOVE GROUND. U EIM ON We OVAL A WIDIH-10-IrgIT RAAO BETMIN 3 S AND 1:1 AND A STROKE-MM- TO-N DONT MAID I ETIM 1:3 AND I:10. A[TIORS 10 CNiRAST 111711 00tOROLRD %IUE LETTERS ON A WHITE BACKGROUND OR INFIE LETTERS ON A BLUE BACKGROU n I0 TIE BASE BD /NOJIDCS wwK DUST 001PACn To r THICK N INFIELD PLAY AIM AND BIMCK OUST 1G r RiOK (: ��NIii l NA(n N SOFIN U tU000T8 AID N MONAD BATING CAGEwSIDAIE BLOC, •M OLII OAMl�ltl AMI'AIE. BD AL100MA1T NO. 2 MUM 4' LFTRI OF w /I my MIX FOR THE r RAVES{ V /IIgC NO (1 C��XU r UFT OF VOOT Na to FINE MATERIAL FOR THE 2' LAYE'R ff 5WX LIUSt QI. N ADDITION TO VOOT AND VR:OA BIDMOI AID SEDBENT ODWIROL STA RAIDS, CHI OF DNS PROE.CT SWL CONFORM 10 ANY ORER STAW. FEDERAL OR LOCAL REGULATIONS AFPU(AN E. IN THE EVENT OF ODWWT BETWEEN ANY OF NEW $TAIDAWS, 3PEOiiCA110NS R PLANS, THE MOST STRINGENT SMALL GOVERN. /2. ALL COMM1C110N SHALL CO PLY THM THE LATEST U.S. DEPARflBT1T OF LABOR 2 OOCUPA70W SAFETY AND HEALTH ADIBIKAIAAON AM VIM RULES AID tE01AATN011S. 1I WEN WOR14K ON VEM IIOHT-OF-WAY. ALL TRAFFIC CONTROL. *CM 2 PERMANENT OR 1iMPOtANT, SWL E N ACCORDANCE IMM SHE aWnT MINOR OF VDOI`S WORK AREA PROTECTION MANIUAL RVDIERIDRE. ALL TRAFFIC CONTROL FIAGM MUST E COED INACCO DANCE WTH VDOTS JAM WY. 104 (OR LATEST EDIiION �'} ROAD Q BRIDGE SPOW"T06, SECTION 104.04-C Q14. DEMON FEARINE3 REAMING TO CNSAMACiIN OR TO REGU AWK CONTROL AM 2 SAETY OF TRAFFIC MAY BE SLAW 10 OVINE AS OEM NECESSARY TO 'DOT. jl\I& PRIOR TO IfUlICIN E J^ CONTRACTOR SNIAI, E RESPOI1 BNi FOR ACQUIRING ALL NECESSARY 00 LAND USE PERMITS FOR ANY SIM ON VOOT R 04T-OF-MAY. z�\I& IFREQUIRED9Y IM LOCAL IM RLEOi r aFlRCIL A COlI1S DICK ABRT it M� AM 11W 5 f ENE EIMO OM PER WN THE ATiEiDANCE OF 11E 0110E CM VARIOUS OOU"/LIMU U11UTY COMPANIES AND VDOT PRIOR TO NBRaaN OF Wax. 2Q17. OOF1MgOR SNIAL NOW, iM LOCAL VOW RELY OFFICE WHEN WOW IS TO NOW M HERE 1101E AIRY MMELBBMEO LI IM of ME `DOT WILL ALSO REIGIJITE 48 NOIRE/ NNFMQ FUR ANY INOWNOL is THE CONWNACIOR WILL E RESPONSIBLE FOR MAW~ ADEQUATE AOCESS TO ®THE PAID= FROM ENE PUBLIC ROAIMY DOOM fA1SpN1Of10M AND YABFNIMlOE E' A TINES DINING[ N ACOODANICi NM THE %NNW lROrN t >rIDBE1T CXINWN. NAI�OMT. IM &M nOWW NOE AOMS To 6Wet FAIPERT[S AANtW1b n INS PNO M SHALL E MAINTAINED eIROUGH OMIpIlOBONt 1. UNILM RIM. ALL EROSION AND SE OMATAON OOIIRE E N ACCORDANCE. WiN THE VGA OEOMOI AND !»BAQOM CONVOL MONK NK LAIM I111ROI , COMDMCWR SMALL E 11 11014 Mlt FOR All 90MM/IERi AND FSIDIIIBNIII SET F'CRTN N THE Bloom LNEMOL iVARAWTE. I THE PLAN APPROkM AUVIOMEY OWL E NOS BY THE CONTRACTOR ONE OM PRIOR TO ENE PNCONSIN SCION CONFIDENCE, ONE IAD( PAW IQ OOMMIEN ODNT OF THE LAW DISTURBING ACIMTYY, AND ONE WED( PRIOR TO I E FINAL PWEC'KK 3. ALL ERIC" AND SEDIMENT CONiRO/WAPPNC MEASURES ARE TO E PLACED AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP N CLEARING OR ORADNG, L A COPY OF THE APPROVED ElOS= AND SEDIMENT CONTROL PLAN OVAL E MAINTAINED ON THE SITE AT ALL TEES S. CONTRACTOR 6 REMOiEE FOR OOAPUANCE MTH ALL STATE ER090N CONiROL LAN AND RMAAlIOFS THERE APPLICABLE TO 0"" 06RNRED WAS SUCH AS 80 w AREAS, WASTE MEALS, AHG CONTRACTOR 34NL PREPARE MD M>f1'AN APPROVAL CF EROSION OWN1101 PLANS FOR THESE OKAS. a CONTRACTOR SHALL MULL ANY AM"" BMW Oaam MEASURES OEM NECESSARY BY THE ONIONS AMVVWM' R ON THE PAN APPROVING AUANODTY AT NO ADOEIONAL COST TO THE OVER. 7. ALL OISUM AREAS ARE 10 DRAIN TO AWPBOMED SfDMNT CONTROL MEASURES AT ALL iiES MIRING LAND INSAINIONI ACDMiB7 AND LXAW4G 97E DEVELOPMENT LINK FINAL SUOMI= E AIa 4M. 6 DULNG DENIAMING OPUMW01M. WAIMI 94A - E PUMPED INTO A4 APPROVED FILTER= DEVICE MSOIME 81 A MANNER THAT DOES MOT ADVERSELY AFFECT no" STEAMS OR OFF- m PBNERiV 9. CONSRACM SMALL NWO. ALL 90=M CONTROL WFARRES PERIODICALLY AD AF1BI EA CH NOW -@NMI= BNINfALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP 10 VAilTN1 THE EFFIONV MESS OF THE EROSION CONTROL DEVICES SHALL E MADE 12=KI LY. 10. PERTINENT OR i GRARY STA KaA110N SMALL E APPLIED TO DENUDED AREAS 1I1N4 E1El NAYS AWBU PINK MADE IS REPO M ON ARTY PNRON OF THE Siff. iEl WAY S1 SUOIMIION OWL E APPLIED 01NN E1EN DAYS 10 MWO INALT MAY NOT E AT FINK WAX BUT ILL 401A1M1 DOR MINT OAGONEM RAIL LONGER iHAN 30 DAYS. PERMANENT 'STABILIZATION SNAIL E RPMM It AREAS 1NAT ARE TO E LIFT DORMANT FOR MORE THAN ONE YEAR. it. SOL STOCKPILES MALL E STMILIOD OR PROTECTED NTH SEDIMENT TRAPPING MEASURES, It PERTINENT VEQTAIiVE COND >NVLL E ESTABUliD ON DEIDEO AREAS NOT OiIONS[ PERMANUMT SPOLIM PMBIAIOIT VEGETATION SHALL NOT E 00MI DEm ESTABLISH! {L�R(Ft�I A 4OWBO CM HS ACOEIRD WT. IN THE OPINION OF THE LOCAL PMWAM AINSWNA1N OR INS DESI HATED AGENT, IS UNIFORM, MARINE ENGUM RT SURVIVE AND ILL INBIT EROSION. t3. 37ALBLFZAI M iIEA\ W SINALL K APPLIED TO EARTHEN SiRUCTURES SUOM AS DAYS, ORTES MD 01101111111001411 IMMEDIATELY AFRA NSTALLATHOA 14, EXCAVATED MAIM& SILL E PLACED ON INE IPRiL SIDE OF TRENCHES FOR UNDERGROUND UIIUlES 1S. ALL TEMPORARY EROSON AND SEDIMENT CONTROL MEASURES 94ALL E REMOVED SINS 30 DAYS AFTER FINAL SITE 'STABILIZATION OR AFTIER WE TEMPORARY MEASURES ARE NO LOIPfi A Nam, UNLESS OENOIW We AUTHORIZED HOIaD BY TIE LOCK PROGRAM ADLMrSIRATOR TRAPPED INE OIT AM RE 0411#[D SOIL AREAS RESA.INC FROM ERE DfMOOMI E IO$WAN ANOOO WALL E PERMANENTLY STABILIZED TO PREVENT H1EANt BMW AND 1MBBOMTAl1011 I& CONTRACTM SHALL U"IE THE GRAVfl OONSIRMTON ENTRANCE AS NE=AIRY M ADAPT TO FEED CODI'iIONS WMWMIE LOCAL= IM GOMM POWSIEL. 17. CONTRACTOR S ALL DBPOINT ANY E1Gti95 FLL MATERIAL MINIM W WUNIOI RpiOVFD FROM THE SIZE AT AN OF1,31 LOCATION N ACCORDANCE IM APPLICABLE LOCAL FINS A 'DONS Pp I 1 ►�.! a m Ad 4; H w . P.4 � N r•�1 V N i- a J a O s S G-7 S U 0 (- O w Z LO W W�yA Q O (n Z V) Q W LJ ZLi p 0 Q Z W 0 a 42-A-ZIO L2 ZDKI� RA USE. MIESIDENRAL I-D MIES 01000 HIGH SCHOOL IRTMMCK %W �� BOARD DO &54 PO 4,W I j( 1' 47' 0 11 IE If'�' �_ j L L2L I U MODELLED FM SOFTBALL A242-5-0 ZONM RAAf"4V %ND AO TO 2W VM HIGH SCHOOL ACREAGE WO COST E49MOM L 0 i� = 1 0 �tnh mom RA UM. RIMODOIAL I" A2 ZONED; RA FIELD M- ACOC"y USE FOR SD40OU ACKAM 4.19 VtjrM BOARD ^N, 06 366 PG 341 42 6 A Z2ZOMM. RA USE; ELEMENTARY SCHOOL ACREAGE. 10A 7 APPLE PIE RIDGE ELik"TARY SCHOOL MATI S043rX WARD OF FREOrWX COWTY IU 42-0-A D8 35,7 PC 124 RA C NEW BASEBALL FIELD 2 ZONED:RA USE:VACANT NIF T T fr TOM CM" 42-5-M ZONMP. RA Ust- CHURCH STATE ROUTE 739 SPEED uwr 40 mpm sp 1273r 42-A-190 ZONED: RA 2 USL- MMKKNnAL O"vvwvELOPm- FMBVCK OQWM KOIC 300OLS 1416 AMMOST SUM r= 0f 3Z 22M AiMAMMAL OWNICT: GA PROPERTY ZOMM RA. MOM AREAS DISTRICT A2* 21S SIIXP WK ULL BE OWMAMM MIRIM OMTRUCTION OF TWA PROJECT. MAMD ON AIVROMMATELY M ACRES OF 7HIE 51 ACRES OF SCHOOL PROPERTY 900 ON THIS SHEET BEING AT ISX 9-W ON AL PARKM SPAME TOTAL NQ TRIDENTS law SEAIM 0 FOGIBALL STAOM 4000 PARIONO REQV 1375 PARKIN: PROMO on mas7m) BY aM4 ORMNANCE, PARIM REQUMM IS 25X OF TOTAI. M. OF MOM PLUS SEARING IN AWMA OR ONWASRAL dSCINEPANCY BETIMEEN RMM PANING No PAWING PQGICED ADDRESSED BY LETTER 70 KAN" WARrAWIt FROM PREIDEAMDIL COUNTY Pumm SCHOOLS. NEW PARKING LOT LOCATED AT aMkINW 9MM OU WK TO OMECT ANY OVIOULM IF OWWM #= 6 NO pf~ FOR! SPORTING EWNTS AT BASMU MD MULM FWM AM 14-4 0 0 :5 (n c Wa -j :r uj %-w LL- 0 O Ui F- z V) <8 Q LLJ 65 z a- C2 v � " 1 I TURN AROUND AREA } FOR MAINTENANCE k Q BACK04CY VEHICLESSIE_ I o '� RTm�857.5 1 41. - - In-844.23 tOR. 9T out-844.o: CONCKTE WALK & STEMS I -. 10' filOE ASPhfAIT wM,K ` tOR, 97 u 1 APPROX. SIZE at LOCATION, NEW 14 G � PORTABLE 230 SEAT BLEACHERS 'J TYP OF 2 X "— X X x X ✓I I X X DRWING FOUNT. _ R ST 4T OUGOUT z n��y� 8CONC 4' CA �.a0• guuJ'EN 4' GATE 4� 1aU, t1P f i Lo om KAtt a��r`r Cr I DECK C1AClE�� 17,56 MARL DOX ' 1 � OBO2 5(31 E °t }� C3 AS l + :f Ay ss a tF+Rsr fa 1 t I 90.00 30.0cr FOUL POLE PITCHERS _ 1 I.I..41 632.65 SAN S.DO'. TYP agtl0 1 1 -NEW 41 o EDGE OF 1 g 50.00' 1 1 SKINNED AREA +�NINRING FOUNTtP -, 1MKET I A N 'Do', ?tir g 4, GAT i 1 4' FEN r+ ryp GUST j AG POLE SECOND BIRD+ 4• GA N EASI SCORE BOARD .. J2. }!t + 1 ` A NEW ` g w i 1 i 3� .� BASEBALL � 20' 2.5. OFfX T UTILITY EASEMENT Q 1 S " E TOTAL CENTERED ON ` • EXIST OVERHEAD EI.ECTRFIELD CJMAL) N ro - 20' GA 4, ,v E 14 GA 10' MppEJ." {{ t ' x x 7,q�glLtij I�rT STA/t2.44.06- " PAINTED CROss- WALK 11+81,7 }_ J 24 \ IN z 1 FENCE I • IN CENTER ER F1EID \ 00• X'' o \\ \ k \ I �-'? �� '1t• .� FOUL POLE 'f 360' IO FEW s' unuTY I I I e •i e _ CC-1 . • j 57 1, DIaMGNG FOUNTAIN DRAMS SHALL. KM IG A SxYxS PIT FILFILLED1w►R1 � \ .... _ �' •... _ 30apo VOOT MR 37 A006VAIE AND UiFD " FLIER FAwC, TOP NT AT ' • - "'� SHALLIK AT LEAST Ir An " FIREDRAD GE, LOCAlIE P7T NDO ► - DUGOUTS, 15' ANAY FWN OUoOUT NAIL MM ME 1/4:1' SLOPE ON DRAM. HiL DRAM TO D]IIER PIT 6' PROY TOP OF A9aCO • � ! \ _ •�� � _ I GATE SINS PCICATED 1EM TO GAIE WID114, GALE MDONT SFMLL MAIM OjP Mgt STA T +0 ANW OF FDiCCWCE SPEED NA6T 4o W" 2 a NEIarT OF caNCEs9IDn J wlEsseaol eaLnNc Is f21•-e'. _ 2 C STORAGE BULOW To eE SUPP a BY oN1NEI: , APPLE PIE RIDGE ROAD ^` 1 ROUTE 739 (Variable Width R/W) ENLARGED SITE PLAN - BASEBALL FIELD r- EDGE OF SCALE, I• - 30' PITCHER'S MOUND 1 C3 C3 12'xiT METER BOX AND LOVER VERTICAL 90' BFND-t THREADED STUB AND CAP CNANED TO STUB r GATE VALVE, HAND MEET OPERATED- - DETAIL No sME ra I a TOP OF BOX FLUSH W TN FISHED GRADE � EARTHCOMPACTED - ---Box METER EARTH � Box CLEAR CHAlED TO STUB (CHAIN NOT SHOWN) SET BOX COVER STUB, THREADED FLUSH MTN FIN END GRADE 2' GATE VALVE - SECTION NO SCALE G � 1 w � / /\,0• UNDERGROUND ELECTRIC EASEMENT r % / / / 9 I / \ \ �✓/ TAPPING SADDLE MID VALVE / I�; ETY N �� TABLE C1 311 30 N 64YS'41 W 24.59 56,00 LF]1o'M 47.96 47.37 3.37 YD tE 3.2b C2 --r�r- D4 - -�'— 6054'S6 N _ 11.32 _ 30.00 _ 21.54 _ 21.1S 200 1. C3 32" - N 2A 2S'0 E-- 6.26 - _ 7QOD _ 12.3E t "a 64 C4 TSl9 -.. 1'J2': N 3919 E S 54-22' ' W 4.06- WOO 911 a aze- 1127 - 70.00 194.33 4 11155 MOTE. EA'JEIE11T5 ovm all INRT RAM AIDE 10"70 N APPNDIBIIAIE LOCATM AS FWADED BY YARN ! LOM LAID 9AhVMft PLC, wN 0ESIM VIAN" QNSTALLATOAl OF CG-12 To BE COORDINATM MTH AND APPROVED BY VW NWCTOR PIPE 1 IA STD RANG lNAE- SITE PLAN EDGE OF A D PINT SIX SITE PLAN FOR { C 'r NUMM OF RISERS GAT _ I W VDOT TYPE SM-ZA ASPHALT 1I TOP COURStE MATERIAL - r VDGT TYPE OW-2 ASPHALT BASE MAIMAL 6' VDOT TYPE 21-6 AGGREGATE SU8W6SE MATERIAL /4 PAVEMENT SECTION - NEW VDOT ENTRANCE NO SCALE T65 PA%X NT SECTION APPLES TO THE HEN Elolllt CE FROM APPLE PIE OW ROAD FROM STA, /G.oO IO STA 10+60. FOR PAMr] W DUALS IN OTHER WM OF THE SfTE, SEE 'ON m TYPICAL PAesm SEcRW 9H C1. �i�'� ART : � • . ALNG WALL NALK Dc 114ps to _ _ \ Im — Ic Qway"x _ramx 632.72 932"'N Sr 83Z5 . v \l/ r 1 ' INV II CONNECT PTAN To I- - ! --„ •G/` ! \ Z STO//// g \ ! } _ RM -dTAN tA9lTIOK - _ WALL FOUNDA N SIDE OF All �83T:S5�833.55 - O —TICKET T B00 1 ' 40 932.7 NEW 1 832.7 N I If \ Storm SETTOP OF CURB FLUSH " TOP OF S"B+7LJ. — -NV 829.7 2 \ EXIST CURB INLET. 3A93 q/A 51�iM Y.00$TiiUCTtJtlE SQIFDUI.E _ FLOW , • +, CONNECT FRENCH DRAIN TO ' .( �` � . STORM DRAIN WITH VERTICAL \.. ,'`tcnxmw MI 1 , \ TEE INTO TOP OF STORM DRAIN .� STORM GRAN INV 826.07 - ''� ! t FRENCH DRAIN NV 827.65 833 W STORM 1.�'�"�� it DRAIN - x •� i� I / / ,n x x RD �— - __-.. ORMI . IN lM1O OUT OOItlYf!!►S \ NrUTES FOR ALL INLETS SHALL BE Pit TVK \ EASEMENTS SHOWN ON T14S PLAN ARE INDICATED N APPROIGMAIE LOCH 11011,15 AS PROVIDED BY MARSH k LEGGE LAND SURVEYOM P.L.C. MINCNESIL7R, VRGNA SF 835.2 OP 1 i OUT 82100 , � EXIST EV ' EAST ENO SECTION AS REI TO DIRECT FLOW r�\ \ S` 31 x.`'4- — • - • t \ TOWARD MET OF NEW 18' W 32.95 i\ g sr REGRAOE AREA AS IHv 82 . 510.72J5Y _ _ = • - a �I ` e _. ¢� ` ' - a (�0'D� TO MAINTAIN_ Nv 927.97 2 2r SPEED LIMIT NO — MPH ELEV OF 1 - - APPLE PIE—D - - -- EXIST - _ - - - - ROUTE 739 - DETAIL 2 , (Variable Width R/W) 0 R LONcR:6' MNCi-- DETAIL t OIiIFT PROlEC1t0N CONF'ORNNG TO VDOT SIT) EC-1 SECTION A -A SECTION A -A OUTLET PROTECTION A -NOTE USE DETAIL I FOR FLARED END SECTIONS, DETAIL 2 FOR ENDIVMLLS AND FOR PLAN PIPE ENDS. RUFF TO VDOT STANDARD EC- I. TWIE A•FOR FURTHER BETARS. OUTLET PROTECTION TO COIIFKORM TO SHAPE OF EXISTING OR NEW DI1CH. SWALE• OR NATURAL GROUND. ENLARGED SITE PLAN - BASEBALL FIELD SCALE. 1" - 30' DROP IIET WrTH GRATE ACTTEDSIX TO STAKED STRAW BALE u n u STRAW BALES STAKED WITH DROP INLET MTH GRATE - TWO STAKES PER 8A1 E ■TH GRATE BURN DROP FRET SEDIMENT FILTER STRAW BALE DROP INLET SEDIMENT FILTER NOTE: REFER TO WRG IA EROSION AND SEDNETNT CK) 41M HAN0900K FOR SPECFTC APPIJGITIONS MID FOR a FURTHER DETAILS RIP RAP FILTER DROP INLET SEDIMENT FILTER CLOTH LKwNC CAST ION -ANCHM RIBS DRAIN CHANNEL. NV. VAl SEE SECTION - NEW TRENCH DRAIN NO SCALE k ds. it 1 11 � �, i 11 CAMEMA ARCA FUS14ED a" ELtVAnGlY-921 22 L u —nr-- --Ir-- --u MOA, C! L —J L L Nwc moft Mob M" .0 0-*.d 0-Vy ri 910 --------------- 900- 900-- X om NEW 8 WIDE GRASSED PATH. nELD LOCATE 064 TO AVOID DAMAGE TO 7 E)USYING oe 870 86 rn 1 1 ' � Ipl —4* SEEDED TOPSOIL YDOT PA AGGREGATE ------OCIWACTED SUB00a AL)— 'Ift*70 VAN ARWNO AREA FOR MAINIEKANCE & EMERGENCY VEHICLES SEE 10, NEW MULTI —PURPOSE FIELD ENLARGED SITE PLAN — MULTI —PURPOSE FIELD SCALE - f - 30' 1. SET POSTS AND EXCAVATE A 4*X4" 2. STAPLE HARE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS, OF POSTS, 4- 1 ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL INTO THE TRENCH. 44-4 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLTER FAE CONSTRUCTION OF A SILT FENCE X=rT"l Mo- -- — — — — — — — — — — — — — — — — 1023'04'E 870 Rbn-851.5,3 6 9 z t A "I tMI ail W 0 7M PLAN ME 00"VED IN APMI Wmms a pwwo BY mom & tmw LAND awa-mm P.Lc- valcmem vagm CL 6* MI VD0T 10PI COARSE AGGREGATE .may. GRAVEL CONSTRUCTION ENTRANCE to 2 -no -EINAr- SITE PLAN E PP R V E D D T ATE-�q -- poll O 14 0- rep a. �?•"/ ! \I ..._- Rae —.___.__ _-....�.. __� __ _. � ' _`-"-^.`-x: � - _ REMOVE EXIST FENCE TO HIGH SCHOOL ' I (x4-m 42-24 w /J /r FIELD VERIFY \ JJ �.. -_. • -/ / iM+ \ --1.-. 11 _`.ram '4 -- — + .� — -- ii�— — — j — — lJ ROAM EXIST p1000T ASPAIALT N R O A D a • `. I t h \ y TE I /r_,R_EMOOE`EXIST MICE 1 REMOVE EXIST\\t �- air WATER TANKS • __Ll. Tom.. .row we _75t- � li H au FENCE TO BE FENCE TO ilk REMOVE EXIST FENCE I LOWER EXIST WATER LINES RENIM • AS REO'D TO MAINTAIN s EXIST YARD HYDRANT JD MIN COVER. FIELD VERIFY i REMAIN ADJUST AS ROM do" EXIST DEPTH ELEVATION. g `� I TO MAINTAIN OVERALL ( 1 111 1) L HEIGHT ABOVE GRADE REMOVE EXIST SOFTBALL by ! FIELD AND BACKSTOP REMOVE COST DUGOUT I ! z H OA I EATILIn SEMEENT EE o � gyp 0 xR0' UTILITY� tJ i63i !I EASEMENT ■ -- _ (� x REMOVE EXIST FENCE zR 94* I r r PRIVATE WATER LSE OWTWED BY FREDEI" COUNTY $e QCONTRACTOR POWORM NET TAP obw rx ENLARGED SITE PLAN - SOFTBALL FIELD DEMOLITION SCALE: t • - 30• � NL C,aVnar 0/ QL A 6' WADE Cow RAMP ( 4%4 WOW POSTS • 4' 8 8 20• .. T.. 1 DUGOUT (TYP) O.C. OGTE ID" FROM A S P N A L T �` R O A D— •,,,�_ • . I EDCf OF PAVF]B4T �,gUBUC WATER SUPPLY j1p AIL HOW 60.00- %TGN o �( © EA UTWJTY ( i II� EA 20' u71UTY L� EASEMENT 0 CIO 1001 s ,FIRST 33, OPNO 13, GATE NXELD COVER x MA AL7 �51W FOR �� Bp 3 GATE X X X a WATERL1iE EXIST Fv" N S $ ANO NOTE REMAIN FO(A REMOVED CK _ 5 Q436�r3" W, 200' TO FENCE LEFT FIELD LYE X OF �EDGE SOI ED AREA \ SECOND >< GRASS 7 PORTABLE FENgIIG. FOUL k. NOTE. WIGHT OF OONCMW STAND AT LINE TO SCORE BOARD-,, / SOFTBALL MD /0 RE *IS-1' � FINODEUM SOFTBALL / 4 ; FIELD eee.sd`` P t Wit � Fo 230' TO FENCE/ 9.J6 z CENTER FIELD_ TO FENCE /} RIGHT FIELD IAYE SCORENOARO ENLARGED DIMENSIONAL & UTILITIES PLAN - SOFTBALL SCALE: , - 30' NDTE EASEhEM 90M1 O1 IM PUN ARE ld)ICATED IN APPROIEMAA LOCATOO AS PROVE BY MAM ! IEOOE LAND SCit*-tM PLC. 11NIC1EMER, WIN" f,j=T ''SITE PLAN AP AT E 2.04 SW �T-- - b-MI112-se 117 �1.8 ® 1 - -- — — — QKrtJ-}r NM � ow-OKn_mr *O°I I ASPHALT I) ROAD (IP lot•- -- - --. - T .- lip M1 892.00 Mv. on 37 T x. -�_ -- - - _ x 1 .;, � III I X 891 04 F rlRr 1 �� ! H x t I !k ffi 4• PERF FLEKIW 3t d' !DRAIN PIPE INI 'd FF ENGY1 DRAIN • NOTE: t i k THERE ARE EXISTING NRICATION INV. aee.kl' H INV g8a,T8 >< II TOP OEXIST F�� FIELD LOCI' ATE BELOW HEAD$ 891.04 VEWY ELEVATIONS AND PERFORM f I H t GRADING SO NOT TO DISTURB 1E; FRENCH DRAM PPE INTO SIDE OF EXIST ?c HEADS OR PIPING. IF THIS CREATES STORM DRAIN. SEE SPECS ! H - H UNEVEN OR INCONSISTENT ROPES I ! q*.:, �►--*"� DRAINAGE � NOWY Avt TES A TAT ONCE FOR x © _ _h_ IS Ulk1FT1�:� j S REQ�D TO PROVIDE POSt�SLOPES ATOWARD RIGHT MDEk99Mp D FENCE Of IIPPRox. 1z 1 x j i 4 z ©x TtUTY EA. MENx .47 SF SF H fto wAr1 ENLARGED GRADING, DRAINAGE & EROSION CNTRL PLAN - SOFTBALL SCALE: r - 36 m LEGEND *0 PAMONG AREA LIGHTING FIXTI C SEE DETAIL SHEtET E2 • SPORTS IJGINI W POLE AND "TING AMKY PADMOIMTED TRANSFORMER BY POTOMAC-EIM POWER COMPANY PROVA)F CONCAEYF PAD PER POTONAC-EDMON SPEOFICATIONS --EP-- UMDERGROIMD ELEC .,AL PRMARY. CONDUCTORS BY POTOMAC-EWON POVO COMPANY. PROIADE 5' PVC RACEWAYS MM 4'-0' BELOW GRADE. - W— UNDERGROUND ELECIRKAL SECONDARY. CONDUCTORS BY POTOMAC- EDISON POWER COMPANY. PROVIDE RACEWAYS AS IDICATEA• fD UNDERGROUND ELECIRICAL BRANGI GROAT CONDUCTORS PROYDE CONDUCTORS M RACEWAY. —UT— UIDERCROUIO TELEPHONE PROVDE EMPTY 3' PVC CONDINT BENEATH PAVEMENT. --SC— UNDERGROUND SCOREBOARD CONTROL CARE. SITE ELECTRICAL VARING KEY NOTES G 2 No, 10 AWG & 1 No. 10 AWG GN0. 1' C 02 4 No. 6 AWG, 4 No. 8 AWG do 1 No. 10 AWG GND, 2' C d 4 No. 6 AWG, 6 No, 8 AWG # 1 No. 10 AWG CND, 2' C Q 4 No. 6 AWG, 2 No. 8 AWG A l No. 10 AWG GND, 2' C J 4 No. 6 AWG, 4 No. 8 AWG & 1 No. 10 AWG GND, 2' C © 6 No. 6 AWG M 1 No. 10 AWG OND, 2' C 0 4 No. 6 AEG, 2 No. 8 AWG & 1 No. 10 AWG GND, 2' C `J 2 No. 6 AWG & 1 No. 10 AWG GND, 2' C QQ 2 No. 8 AWG & 1 No. 10 AWG GND, 1' C 2 No, 10 AWL, 2 No. 8 AWG S 1 No. 10 A1MG GND, 1' C la SCOREBOARD CONTROL. CABLE, T'C SD*MtU - BASEBALL FW UGHlWG QUANTITY OF Mm" SA/1-1500 W, MRsn" POE NEW TYPE HMT BRA" TOTAL MAW AWK GRADE CFAAU KW 3 1 4 1 5 Al 1* 3 3 IV 40-1 11,27 A2 1• 3 3 7V 011-2 1117 En 10 a 1 7V HBB-5 11.27 82 IN 5 1 70' Hw 11.27 CI 4 3 70, 1i8-9 11.27 C2 4 3 70 w -10 11.27 01 4 2 70' HM-13 172 D2 1 4 2 70' HBB-11 1 172 PRONOE FIXTURE WITH NOT RESTM FEATURE 1 97.05 1 i tt5l i r \ 150' A2 Mo _ / 10 UNDERGRO 25, . / / E1.ECMC EASEMENT O1 EB' --sc-- — — PRESSBOX/CONCE-SSO/ BZ -EB— — TOILETS 'DUGOUT / rb Z / - - - m uj /SC E/ / m I / _ 20' Unun 7 / / EASEMENT i CZ DUGOUT, , ,�E-�-�-+---»--TICKET BOOTH , I � r EB 9 ! t 207Y FASEWNT mI 22.5' 4 J I TO 7�TS/8�(� \ CESSIONS/ Ca Lp 7TOTUtY rASEWENT Eml fIFC1RICAL) �1 - irt. �` S j BA ING r; r C GE, �r OB/1-250r f �i D2 m ' OTE aJ i 6 \ f 22.5' EXIST OVERHEAD ELEC 12.5. EA 7 { PRIMARY VOLTAGE LINES �� / T a c J 0 Q (� J W 0 = U I^ o Ld J 0 d Z Q uj yc d ti EXIS WOOD U "Ll 1 1 POLE OEVI 0-1 _E n1 EASE�EwrTEL-�7sn�L --_ 'E 8 . EXIST OVERHEAD EIEC PRIMARY VOLTAGE LINES BASEBALL FIELD SITE ELECTRICAL PLAN 1"-30'-0' NOTES THIS SWEET 1. PROVIDE ONE GF, WP DUPLEX RECEPTACLE IN EACH END OF BATTING CAGE. SUPPORT 1'-0- ABOVE GRADE VATH TWO 3/4' GRS CONDUITS. MOUNT IN CAST AL BOX WTH HUBS. SITE ELECTRICAL WIRING KEY NOTES SOFTBALL FIELD Q 2 140. 10 AMID 3 1 NO. 10 AM ONO. i" C C 4 No. 8 AM & , NO. 10 AM ONO, 2' C 8 No. 8 AM & 1 No. 10 AM GNO, 2" C Q 15 No. 8AMA1NO. 10AMGNO.2'C U 4 No. 8 AWG k 1 NO. 10 AM GND, 2' C G SCOREBOARD CONTROL CABLE. 1" C 9CIDE - SOFTBALL MD IOMM QUANTITY OF tINN" SA/1-1500 ML MOURM POLE NELLA TYPE mmHT HQANCH TOTAL MAW ADM MADE CIRCUIT KM 3 4 5 1 8 At - Is 2 1 40 HO-1 8." A2 - 1+ 2 1 40 HB-2 &44 81 8 2 - - 5D HB-3 12.88 82 6 T - - - - 50 ,IB-A 12M 3&64 • PRWME FIXT M IMTH HOT RESTRIE FEATURE 48D V NOTES THIS SHEET 1. IF SOFTBALL TOILE TS,/CONCESSIONS(ALTERNATE BID ITEM /1) IS NOT CONSTRUCTED; PROVIDE PANELBOARD HB AND LIGHTING CONTROLS IN NEMA 3R ENCLOSURERS WITH KEY OPERATED PUSHBUTTON STATIONS IN FRONT. PROVIDE DUPLEX RECEPTACLE & SCOREBOARD OUTLET BELOW CABINET. MOUNT ON TREATED 3/4' PLYWOOD BACKBOARD SUPPORTED BY TWO 4' x 4" TREATED WOOD POTS. LOCATE WEST OF POLE A2. FEED RECEPTACLE VIA 150OW CONTROL TRANSFORMER & 10AMP FUSE. N 120 V --CffAANG CONTACTS (TYP) • 49D V 4 POLE 30 AMP LC2 UGHTNG CONTACTOR OFF (TYP OF 4) -L_ • ULCI PHASE ULC2 ( ,20 VON ON •..L_ PEU LC3 -j•' P61 tC2 TINEDLG4 LC3OFF OFF ON 1- P63 TR 7(*T P84 N.aTx. I n r p I HA-9 I I I I I I HA-10 I i � I t i- - J F C2 NA-13 I I I I T—�T— I I HA-14 I I i I L__J HA -I I .. I I HA-2 t I Wry HA-6 �1►Q1421111 i'► POLE Ci POLE C2 POLE Dt POLE D2 POLE Al POLE A2 POLE M POLE 62 TR N.QT.C. HB-1 I I I I HS-2 I 1 F I L µ L f8-5 I t I I I I t � i ICY 1 I rn I µ 3 HB-8 I I I I I I FO-10 1 I 1 I CONTACTS (TYP) 4 POLE 30 Atli LIGHTING CONTACTOR (PIP OF 3) POLE Al POLE A2 POLE 81 [�:J*N POLE 81 POLE 132 � I � 21 EXIST UTILITY ��•��.—�_—°„�-----_—,,- TRANSFORMER U19 Woo Irk w w w- 25' - B1 I k Ar / COREBOARD ELECTRICAL SITE PLAN 1'-30'-0" HUBBELL CAT No RCS-02305-1P8-1-1`1 OR EOUAL. 10' (LENGTH) ARM FINISH TO MATCH FIXTURE BOLT OR CADNELD - 20' POLE W6/ BOLT COVERS, GROUND WARE TO FLASH TO MATCH FIXTURE - POLE BASE ---A 3' X 4' GASKETED HAND PROVIDE GROUT HOLE. FURN & INSTALL IN-UNE -MOW BETWEEN CONITE BALLAST FUSE SUSSMAN PEDESTAL R POLE WEATHERPROOF FUSE -HOLDER BASE No. HEB-AD WIANo. KTK 5 AMP µ O 12" OC FUSE FOR EACH LUMINAIRE 1' x 40' CHAMFER 4-1"RD R 38' LONG 4' ' ' ' HOAX ANCHOR BOLTS ,, i � , i•i �.r p CADNEIO CONNECTION 2 Na 8 AMG t i NO. 10 AWG t;iD IN I- PVC CONDUIT0' x TO'-O' COPI MELD GROUND ROD I No. 6 BARE COPPER GROUND WIRE, BOND TO STEEL POLE f J O _ V) L LJ m u- = 0 I= Q LiJ J 3<� ¢ Z Lli v La Q o Z Q J Q � J LLJ _ L.L. (1) J J J Q ¢ U 0 0 Ln LiJ J LLJ E2 ACS ACSR ACST AD AALLJ ALT AIW AP APPROX ARR AT AWG B emp EILDG m Bm SR ORG T R BOTTOM, BATH M HORSEPOkfR gt G LOCK BASEMENT REGISTER BPJ71SH THERMAL UNIT eo-a- .:.a a G L &NT CONTRACTION JOINT CLOSET ATED METAL PIPE ATM METAL PIPE ARCH TE MMASDAY UNITS W/ DECK PLUG -STEEL TROWELED & SEATED Am I> ryat. it ar'l-11 MAIN x � A Tt TITLE SHEET Cl LEGEND, GENERAL NOTES AND DETAILS C2 OVERALL SITE PLAN C3 ENLARGED DEMOLITION, UTILITIES & DIMENSIONAL PLAN. BASEBALL C4 ENLARGED GRADING, DRAINAGE & EROSION CNTRL PLAN, BASEBALL C5 ENLARGED SITE PLAN.. MULTI -PURPOSE FIELD C6 ENLARGED SITE PLAN.. REMODELED SOFTBALL FIELD Al FLOOR PLANS ELEVATIONS — BASEBALL FIELD A2 FLOOR PLAN & ELEVATIONS — SOFTBALL FIELD A3 SCHEDULE &. DETAILS A4 PLANS, ELEVATIONS & DETAILS — RCKETBOOTH & DUGOUTS A5 PLANS. ELEVATIONS & SECTIONS — BASEBALL BACKSTOP P1 PLUMBING PLANS & DETAILS Ml MECHANICAL PLANS & SCHEDULES El ELECTRICAL SITE PLAN —BASEBALL FIELD E2 ELECTRICAL SITE PLAN — SOFTBALL FIELD E3 ELECTRICAL FLOOR PLANS — BASEBALL FIELD E4 ELECTRICAL FLOOR PLANS — SOFTBALL FIELD CO'iITR. CONTRACTION FHC FIDE HOSE CABINET _LAV LAVATORY PS' POUNDS'PER SQUARE FOOT 3 WAY IHREE WAY �IV COAIIERTER FIG FICURE LOS POUNDS PSI POUNDS PER SQUARE INCH 3/c TKs�EE, CONDUCTOR COP CU COPPER MN FIMS11 LC LEAD COVED PT PST P0;NT OF TAN4DIT 3/P TH�k POLE COR� CO Dt�ri FJ TaT JONT LL LIVE LOAD PVC POST OF VERTiyy++AL .rt� POLY V YL CHLQRiDE T TTOP, TAtUCMNT CP t$0&%CED CONCRETE PIPE FL Fl, FLASHING LLH LONG LEG HMZONTAL P\A POnIT OF VERTICAL INTFLRSECCLY T� TOP A O f TANNIC 7 CPT CARPET FLUOR FL LLV LOG LEG VERTICAL PVT FKYAIT OF VERTICAL TACJL-`ENT TIC � OF CURB CR REGISTER FPH FROST PROOF HYDRANT LT LIGHT Ta $ ON RESISTANT FPM PETT MINUTE QT QUARRY TILE P TEOuPFRHA CEIUtsG-TTURE, TEMdPCRARY QUK COUNTER SUNK FR MACH f:3ACf�lE TERM TERMIMAL CT CERANiC TILE. CURRENT 1RANSFORPlER F3 FULL &3 MQAS M`MY R RAQ RISER, RUB$EPi SHEATH TH TOTAL tfEAO (PUMPS) CTR CEPLTER FT F((,��T FEET. FLOOR TILE MAIL MTERIAL RA A� THRSLD THRESHOLD CW COLD WATER FTT3 F9'TdNC$ MAX H RAD RADIUS THRU TKROUCH Cws CAPILLARY WATER BARRIER me"TR=S�ii'LD BTU PER HOUR RCP REINFORCED CONCRETE PIPE TP TEST PIT CA GALE MTO MTAtWAL DAMPER RD R00f DRAIN. ROAD TR TOP REGMER D DEP DEEP, DEGREE OF CURVATURE GALV GALVANIZED MECH "ANICAL RECP RECEPTACLE IS TOP OF STEEL, TOP OF SLAB D PNL DISTTION PANEL ( GLASS LET METAL R&it R13; TW TOP OF b7AL! A PRO DRY <3UlB DECIBEL. DIRECT BURIAL GEE GLOSS ENAe,9EL t M.MOL MIDDLE REF1 REFLECTNT T'YP TYPICAL IFpI DE1 SRAI TI0�1 ¢�15 PER IdeF1UTE MAMOU � BIN MRdUTE REEF iMd REGISTER UO UNDERiGROUND q� . DH DRILL HOLE & GROUAIO I 1 EOUS READ RS MA= UH UNIT HEATER DIA DIAMETER GSU aiLAZt 0 STRUCTURAL UNIT Ni0 MOTOR OPERATED MASONRY OPENING REV REVv�t� ON MMENS N4 OW GROUND WATER MP M�EDWU PT IR RF R V VENT, VOLT VALVE. VINYL OL. DEAD LOAD GYP GYPSUM MID M=TED RI RUBBER INSULATED V ASS VINYL Arg&iU APPLE PIE DMPR DAMPER UM MT.G MOUNTING RL RAI,U LEADER VAC VA ON D01 H.FfGT HEIGHT MYUP MI RAKE WATERPROOHNG RMi ROOM V8 VIN� BASE ELEMENTARY SCHOOL DO DITTO HB H0 mes RO ROUGH OPENING VC VMNUSH CAECEM VITRIFIED CLAY DS T HD HN DRAM N NORTH RPMf REVOLUTIOP.* PER MINUTE VCP VITFiWM CLAY .PIPE DELI DRYWALL HDW HARDWARE NC NON CORROSIVE VCT VINYL COMPOSITION TILE 1 D7A DRL�iKIDI>0 WATER DISPENSER HGSW HORN OAP SWITCH NDC NO's£ DOi'�1 CURB 1 PH 59NCrLE PHASE VL�1T VEAIITLATING % DYED DRAE HMS HOLLiXV+' METAL MT NEUiRAi S S$UTH VEYRT VERTICAL HORIZ. HDRIZNTAL P4C NOT IN CONTRACT SAN SANITARY SEEfR VEST VESTIBULE �. E EAST HP HORSEPOWER, HIGH POINT NO NUMBER SATC ED ACOUSTICAL TILE CEILING VS IIEAIT STAtYt SITE � EA EACH HR HOUR HOM9 NOMINAL SO SP COATING, ACRYLIC VTR VENT THRU ROOF EAT ENTERING AIR TEMPERATURE HS HI(Di STRENGTH NTS NOT TO SCALE SCH VWC 14M WALL COVEMO EC EMPTY CONDUIT HVY HEAVY SD DA R. STORM DRAIN EF OPME FACE HW HOT WATER. HEADWALL OA OUTSIDE AIR SECT SECTION' W EYIDTK WASTE, WATER, WATT, WEST �Q'� EL ELEVATION HY& MON eVATER LEVEL OG ON CENTER DERV SERVICE TU/ E39. �. F10 g22 ELkC ELECTRIC HZ HERTZ OCB Ol ORCUIT BREAKER SGE —GLOSS ENAMEL �1_/0 ROUT EMER EMERGENCY OD OUTSIDE DIAMETER SH 51IMT 2 WET BULB EMT ELECTRICAL UETALLIC TUBING ID.. INSIDENG OPOPENtgo SKCP PL KEENCS CEMENT ASTER WC WATERCLOSET EP OXY IN INCH OPP OPPOSITE SL &LOPE y,(E EQ E9UAL INSUL INSULATION, INSULATED OSD OPEMJ SITE DRAIN SMH SANITARY MANHOLE � MTH MUZ DOW DIMENSION � GQ��aO� MUIP Eg�1PlldFNT, INT tNTERtOR OVHD.OH OVERHEAD SP STATIC Pt� - .SVOLE POLE WH WIA HEATER EVAP EVAAX& INV INVERT SPC S.iSPEKDED =ING Yet WATER LEVEW EACH EL / EWCE 7 WATER COOLER J8 JUNCTION BOX PARTN PART ON PANT, PAINTED C �DOU$IE THROW WS WWAAs PSTAOAf,�WATEA �l� Q �� E7@f. EXHAUST JC JANITOR' CLOT PLO PULL BOX SPST BIR�LE POLE THROW, WAIER54'OP EXIST EXISTING JCT JUNCTION PI PaXT OF INTERSECTION SQ SQUARE WT MIGHT. MLL. TILE EXP ANSION, EXPOSED JST JOIST PIV POST NDICATTOR VALVE ST S;sOLE THROW, STREET, STEAMS Elf GELDED IWRE MESH� G � EXP JT ANSION JOINT JT JOINT PJF PREFORMED JOINT.FILLER STA STAR / w EXT EXTERIOR PL PLA PLASTIC LAMINATE STD $TAMLDARD X-STR EXTRA. STREENGTH KCP KEiD�E'S CEMENT PLASTER PLAS DTI STEM] XFM1R TRANSFORMER 4 WAY FOUR WAY KIT KIT�IEN PLIdJ P AND LEAD NEOPRENE JACKET MR S'itl.@AGE n F F HILT FIRE KO KNOCK OUT PLYWIT ppLYk10D0 579 CTURE 2:1 FABX FIRE BOX KV KILOVOLT PNL PAP$Ei SUP T ' ELOPE 2 HORIZONTAL TO 1 VERTICAL, FD FLOOR DRAIN, FIRE DAMPER KVA KILOVOLT —AMPERE PRELIM PREL NARY SISP SUSP � � � � 2 FDN FIDUNDA710M KW KII,.MATT PRESS SW SWITCH 1f �l- FOR FEEDER PRIM PR MAFIY S138D SfflTCA{DOARD 1 VERTICAL ON 2 HORIZONTAL FFE FINGgED FLOOR ELEVATION LOiIVEft, LENGTH L�GTH OF CURVE PRV PRESSME RELIEF VALVE SYdfR SiTTCMit AR FH FIRE HYDRANT UPsHTNEAiG AFIRE�T4R PS PULL SNITCH SYM9 SYMMETRICAL 4h, �O O > DEFLECTION ANGLE A��� _ 6� �� MIDDLE SCE1tt� m TH (T PKUP PAPPAS to. 3079 Ia �� IT d t�1NFR ON1w LTH CEP>E �a __� 11l i►l i�. I ' NO PROJECTION OF PIPE ABOVE GROM LINE ♦O AOF •f lI PI4 aw r� r1rm•lF a 7�W; N♦ DN"a *rpm IOMw.. all! FOINMINM • w, ■ nrws VAN NIiwYC[ Ift Pra b K s pf •Y�•�•® will. FONOA1q �� a wpwwo N AONI FOtt.gpF 0M� PIPE PRO,ECTBWG ABOVE GROM LK �y w.yP drrwt i ,OINK WNM 111111111101111111 "K Am FoLmAll01 FMAIDATAN MOIL AROM OR 071OMIIt M.P(A1 l M ANI ML amon Len am �w P_o..rw wn O . N M 001M O/ =0 ldit r ILO N V i O W.A IIIMC W V OLLMIII .8 1•i Y• 01Y " 1048 wOY. P-c. s• ®- d. YYl�I M Y00�1O .IN >m0A 'iR 7 1Y .OY M. O/� fllO4106 ww •O- I" O11 ML M {� Y faum 0111t Mm O fUm ®- omm wow 0 momm L OIN wcR RBa 0 w OOi YD VOK vur" m it V 10 w FO pamco , v Pvt own@=MOM 11 PIPE BEDDING DETAIL - VDOT STANDARD PB-1 CONCREI - 3 1/2' VDOT SM-2A ASPHALT BASE MATERIAL O' ,WT rrn 21-8 A AGATE SUBBASE MATERIAL —.---- COMPACTED SUBGLADE ON SiTE TYPICAL PAVEMENT SECTION NO SCALE /t iN5 PAVEMENT SECTION TO BE USED ON ENTIRE SHE EXCEPT e1 THE ENIRAICE FROM (� APPLE PE AIDES ROAD. SEE SH C3 FOR PAVEMENT N THIS AREA. 11Cf1[J(K 6AlA,I1LL B GD e' 24 CAREFULLY COMPACTED SELECT BACKFILL STONE O AGGREGA �o 0.0 STONE AGGREGATE STANDARD �--- GENERAL BACKFILL '4• CAREFULLY IMPACTED SELECT BACKFILL 7' O.D. CONCRETE ARCH rDHE AGroc�•P� REPAVE TO 1 1/2- TIMES ORGWAL 11-iHOKNESS - B' i O.D N LINE TRENCH NFIFI.D COVER MATERIAL NTH FILTER fABNC A< o r ru_- 613 AfSTt,',ATE 4' PERF, CORRUGATED PIPE INV AS PLASTIC C•RAINA(X INDICATED PIPE. MAP iN - ON PLAN FFTER FABRIC--- - --c( - 1 2.00 fa. SECTION FRENCH DRAIN 2 SECTION3 No scALE ce C4 CI NO SCALE Hrd Ci 4' OF 4000 pal CONC. ROFi. wTH else MM.4KWI.44 N F. TOP OF GALV STEEL DOIEL FLUSH wTH TOP OF CONCRETE \ A 4V' GALV STEEL OOEEL \ II MMBEODED e" INTO 1lll PAVEM04T SEC M N HOT OMM40US GROUT MAT'L j 1 ► lei \ c M g -.14 P NO SCALE (PRECAST CONCRETE) 2.5' RADIUS 2 /4 BARS CO NTTNUOUS EXISTING LEGEND wo A STORM SEW" MANNIO E • SANITARY SEW" MANHOLE SMAM SENER --- ❑ DROP INLET - ■ , = = = SANITARY SEWER �M *C/o CLEANOUT SCIO - - - - • - -- ---- WATER f f WEIR METER 19 FIRE MVDItAANT F4 GATE VALVE ~ --- -c--- - GAS ntENCN.�ORAIN 1D _-_ O FLOOR DRAM -_---- NXINdETE (SEE GENERAL NCOVERNOOTE 10 - PROPERTY LINE - - - " — • --- FENCE X X TREE n n.:rl SPOT ELEVATION ®e54. 70 PAlacm BUMPERS '. GUARD RAIL CONTOUR MJQ tUt CUD -.- CURB AND GUTTER ._ FLAG POLE 1. ALL UTAUTY WOML SMALL BE DONE INAOCORDNICE MM FREDO" COUNTY ALUMINUM COLLAR SANITATIGI A ENONITY (FCSA) STANDARDS AND S ECIFICAIIONS SEALANT 4' COPAD 2 COORMAIE ALL UNj7YNIC DONE wM FM PROVIDE A0U LEAD IIME SD ZHE�ISACCKFILL SLOPE MAT FCBA CAL SCHEDULE AN INVE'CIOR ON SS To OBSERVE WRI( IF SO I AL1HIOlOF1 NO EASEMENTS AMAINOIAM ON THE SHE PLANS. THE FLSA OV1NS AND MAI NTANS TIE D9STN9 NOD AID SMWTMY SEVER UES wACH ML OF . y J TAPPED I11O Hal 97BAC[ THE 1!W BI■DIKN. 4, TAP OF EMING NIL11M MIMB 10 E POWMIM D BY THE FLEA FCSA O L SANG - 4' AGGREGATE BASE AIM PRORDDE Al* JET TAMING SADDLES AND VALVES AID ►EWES. OOM/RACTOR ` SOUL MAO APPUQATION AND PAY FOR TAP. CONTRACTOR SHALL E APPLY BITUMINOUS COATING TO `--- COMPACTED SUBGRADE II O/OMlF FOR BBTA=ABOM OF METED BOLL Y= NO THE NEW NAILER POLE SURFACE BELOW GRADE BERM UE BEYOND THE METER BOX COODEUiE AL WOW MM FT511. 4' CAREFULLY t6GA CORRUGATED REEVE DMPACTED STEEL WEDGES S. TAP % ETKINC 9s O MANS M E PERFORMED BY THE FCSIL FCSA WILL ELECT BACKFILL INSTALL SHORT O FROM IDWINEI MAIN. CONYRAC110111 94ALL MAKE APPLICATION STEEL BASE PLATE AND YY FOR T PP CON"MAC" MAL BEGIN INSTALLATION AT END OF STUB. CONCRETE BASE---� _ _...,RE TE CONCRETE CRADLE LENERAL 13ACKFKL !4" CAREFULLY ,OMPACTED ZLECT BACKFILL ..�FICRETE CONCRETE ENCASMENT /— SAW CUT TO BE MADE AT TIME OF REPLACEMENT ENTIRE TRENCH TO BE COMPACTED 21-A iA, GROUNDING ROD FLAG POLE BASE DETAIL NO SCALE ON VDOT " REOSS TOP e MINI. OTFERIMSE. E)OSYM OR PROPOSED FiHBSHED GRADE 3 PIECE AIWS- TA811 CAST IRON VALVE BDx MTN ROUND BASE MORTAR BOTTOM OF TOP OWN TO BE EVEN T87H TOP, OF BONNET BOLT FLANGE Q VALVE SIZE +12" �Z CAST RON COVER b l < SULAR INSTALLATION FOR CURB BOX ON SEFRViM ;LINE. EROSION OONTROL IEOM SYMBOL DESICRIPT101 ST'D. a SPEC PERMANENT SEEDING 3.32 SUWACE ROUGHENING 319 SF SLY FENCE 100 OUTLET PROTECIM a18 CONSTRUCTION ENTRANCE 102 IP INLET PROTECiION &07 ® ROCK OIECK DAY 3-a STANDARD FLAT TOP FOR CAST IN PLACE ACCESS DOOR 4. DIAMETER MANHOLE CENTERED N TOP FINISH GRADE VARIES Q 2' MAX AT PROPERTY LINE 3' RISER SECTION FOR ROADWAY BOX N .�._ 4 DIAMETER MANHOLE = WITH CUTOUTS 2' TYPE K COPPER 2 TUBING (NO JOINTS 1. FORD FCHH77HC-158 SADDLE NTH c+ 2' CUSTOM SETTER CORPORATION FROM MAN TO ; STOP CURB STOP) + - (METER BY FCSA) 1 I BALL VALVE CURB STOP ? t WATER MAN WITH FlP ENDS, WITH STONE BEDDING 2' GATE VALVE OPERATING NUT SOLD SUPPORT BLOCKS UNDER CUSTOM SETTER N NON -TRAFFIC AREA: W00" ACCESS DOOR - HALLIDAY MODEL SIR 3030, OR FCSA APPROVED EQUAL IN TRAFFIC AREA: 24'X24• HEAVY DIJTI ACCESS DO(NV - HALLIDAY MOOED HR 2424, OR FCSA APPROVED EQUAL. Te- CUTOUT OE TALI JQ 2" METER INSTALLATION t U1HLI7ES SHOMN ON THIS PLAN IFPfE9FJIT UTILITY LOCATON AS DETBEAIED FROM A FIELD SURREY AID WAY NOT 4040MM ALL L40 ROMM U1t1TES TMIH■N THE CONSTRUCTION UNITS. LOCA71010 AND OEPlH3 Of COSTING VUAES ARE APPROXIMATE ONLY. CONTRACTOR SMALL E RE94MGM FOR OONTACiM LOCAL UTILITY COMPANIES NOR VERWATpN OF UTILITY LOCASONS. 2 AL UTILITIES ND OT OI STRUCTUIES OR MFORVEID175 DAMA&G) AS A RESULT OF 0011RACMWS ACTIONS SHALL BE REPLACED ANDAR FOAM TO A =10111011I EQUAL TO OR SETTER SIAM MAT PMOR TO CAMSTRUCTI0M1 AT NO A13011101W COST TO THE ORNBt I BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MARSH ! LEOOE. ONCHMIM VPGMk �4. ALL commuC11ON STILL N =romv NICE WIN iNE 2 YMMI&A OEPAMW (F � 914M MOt AND ROAD AND BRIDGE WWWATIOCS, LAST EDTAOL S GLADE AIL. AREAS N THE VICINITY OF SION INLETS TIC PROYDE P097RE "AGE TO THE IMLET. L RANIE OR LAZIER DMINO MANHOLE AND DROP INLET COVERS AS GRAM IECEBSARY TO PLACE COTTERS RIM WIN FINISHED 7. REPAVE ALL DOMING PAVED AREAS 0161UiBED DURING CONSiNUCTIOI PER DETAIL ON ONCS, l RE9iD ALL ETBBING GRASSED AREAS DISRJR ED MOM cLTNNs,N,cTLONM PER S'EOHGAIIONIS. 9. PROWDE ONE HANDICAP PAD■O SIGN AT EACH HUMICAP PA024G SPACE STOOL PROVIDE ONE ADDITIONAL 90 ppNWMC VAN ACQR SPAM SIGNS SILL E METAL MOUNTED ON 4'K PRESSURE HEATED POM'1B BOTTOM OF 90 TO IN 4•-d MOUE GROUND. UEnims OM 9DNB 94A1 A 1NTH-70-MOWT RATIO KTWMN k S AND 1:1 AM A STM M-MTN- To-HEMIRT RA110 K MM I: S AND 1:111 LETTERS TO CONTRAST WTH BACKGROUND ^UE LITERS ON A 04M BACKGROUND Oft ■ARE LETTERS ON A BLUE BA011 ROUND 10. THE BASE BD NOLUDES NIX( DUST CXDIPAC7ED To r um N INFIELD PLAY AREAS AND BIM DUST COMPACTED TO r TICK ON NOUNS 1RAC Ki, N SEIBIEL OUDBURA AND N AMA! ARq!!D AA11N0 GAB:. STOMSE INDQ ■lo DUT�E FAU 94M NDICAIM BD AL1N0 MV MO. 2 NGIAES SJ= (2) CCMPACM r LIFTS OF ■ALL DIAMOND MIX FCR THE r LAYER OF MM MW AND (1) COMPACTED 4- LET OF AM Na 10 FIE YAiES& FOR ME r LAYER OF BRICK OUST, 2�11. IN ADOTgI ILO 100T AND VBCBfA EROSON AND SEDIMENT CONTROL STA DARIA WOMl OF UNIT PMEC•T SMALL CONFORM TO ANY OT 1R STATE. FEDERAL O LOCAL AEM I ATOM APPUCANE N THE EVENT OF CONFLICT BETWEEN ANY OF 11ESE STNIDANX WEDIWA110115 OR PLANS, THE MOST STSNGNT SWl DOMK 12 ALL CONSNIUCTMN SMALL COMPLY 1111H THE LATEST U.S DEPARTMENT OF LABOR OCOAA71ONAL SAFETY AND HEALTH ADMNS11RATION AND VOSH RUES AND REGUATOM. Q13. VNN AONNc ON VDOT NW -OF --MY. ALL MIAFM CONTROL. wEA61 2 PE1■MrW OR MWORAIFY. SHALL E N ACCOIDANfZ NN THE CURRENT EDITION OF VDOPS WORN AREA PROTECTION MANUAL RR "IERMO E. ALL MAFHC CONTROL RABOBNS MUST E COrWO IN ACCONIM ICE I M YOD7'S JAINUARY, 1904 (OR LATEST EDITION OF) ROAD R BRDOE SPEJCFICATKUIS, SECTION iliC -C. I L \ DE901 FEAKIRE3 RELATING 70 00NSIRIUCTIOI OR TO REG& Ai1ON. CON11M NO SAFETY OF W4#P C MAY BE 9UB.ELT TO CHANGE AS DEIFIED NECESSARY TO WET. I& POW TO N71ATON OFWORK, CONTRACTOR SMALL BE RESPONSIBLE FOR 2 ACQUIRING ALL NECESSARY WOT LAND USE POUTS FOR ANY VM ON *0 NIGHT -OF -WRY, �IL IF IEq■■D BY TIE LOCAL VOLT RESIDENCY OFFNX A P�ONSIRUCTIO i O%fUd CE OW BE AKI MRD AND HELD BY THE LNONEER 44" DEVELOPER 2 1R7H TE ATIE DANDE OF THE OWNAA07ORL VINOUS OOURTY AGEiKES. UTILITY COMRMIIED AND VDOT POOL TO NTRAI M OF ADM , Zn17. COINACIM !Wl LFDIFY THE LOCAL WOT RESIDENCY OFFICE WHEN WORK IS M BEAN at CFM FOIL ANY UDETEAOr OF THE WIT WILL ALSO Illam 4B HOURS NONE FOR ANY AMEN I& TIE OOIMACMR iALL E RESPONSIBLE FOR MIAIFIM l9 ADEQUATE ACCESS TO QI E PROJECT PROM THE AD,YACENT PUBLIC ROABBAY MUMIN CO MINION AND MAwlE NAIVE OF A 001374IIC 10M OMANE N ACC701DMM WIN TIE IE1MM MOM D 9'SABNT CONTROL. HANDBOgc, SM 3.Oi RBENEB■If t AD 10 OTTER PROPER, ES AFFIEM BY THIS PRO,ECT SOUL E MAINTAINED 1HNdUNM CON57 MCTNX I. o l*nW NPR'% ALL 1911090 AND MDIMMITAIM OONiROL PW= B11NL K N W N 1E MOM 9=01 OVAL K RE8BP61111 i�G u AND PR Na N 111E Blom ackwa MAOATTE. 2 DE PLANT APPRDIAIG N11H14001W lull. E WWW BY THE CONTRACTOR ONE MDC PRIOR TO THE PNEOOIISTMUCROI OOI OKNCE. ONE VIED! PN M TO COMMENCEMENT OF THE LAD LRS1Rl*IG ACi 4M, AND ONE EEL( P" TO THE FINAL INSPECTION. I ALL EROSION AND 9111MENT OONBlO/ARAPPING MEASURES ARE TO E PLACED AND FULLY FUNIC70M FROM TO OR AS THE FIRST STEP N CLEARING OR GRADIK.. 4. A COPY OF THE APPROVED ENO" AND SEDRENT CONTROL PLAIN SMALL E MAINTAINED ON THE SITE AT ALL TIES. S OGNWACTOR 15 RESPONSNIE FOR COMPLIANCE WITH ALL STATE EMU" CONTROL LAMB AND REGULATIONS M ]E APPLICABLE M OESTIE OIS'RAiBED ARM 9" AM 11100001111 AREAS. WASTE AREAS, 4ta CONTRACTOR SHAH PREPARE AND WAN APPROVAL OF EROSION CONING. PLANS FOR THESE AREAS. Q CONTRACTOR SOUL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED HECOVAY BY THE OMM AGO(M MIOR OR I E MAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OMEN 7. ALL GOM M ADiAS ME M DRAIN 70 APPROVED SE M E NT LONiIROL MEASURES AT ALL TIES DURING LAID DIST1RNIIN AC11 M AND DLIIWQ SITE INVILOLENT UNTIL FINAL STABMJZATOI IS ACHIEVED. It ONSM OEMILIENIG OPERATIONS. TMTR SILL E PUMPED INTO AN APWIOVED FLIBSMB MACE. DISCHARGE N A MANNER THAT DOES NOT ADVERSELY AiTECT RDlIG gwwi R cot OF -SUE PROPERTY. 9. OONIRACTOR SMALL owl= ALL OM7SO1 CONTROL MEASURES PERIODICALLY AND AFTER EACH RU OFF-PRODULy1C RAINFALL EVENT ANY NECESSARY REPAIRS OR CLEANUP 70 MAINTAIN THE OiIECBYEICBS O THE EROSION CONTROL DEVICES BULL E MADE IMMEDIATELY. 10. PC MMAA3NT OR RAN OVARY STABILIZATION SMALL E APPLIED TO DENUDED AREAS wm SEVEN DAYS AFTER FINAL GRAM ! WAC■D ON ANY PORTON OF THE 911L 1IIPOMRY 30L SIMILIZA IGN 9VU 19 A*= EATEN 9'.VEN DAYS TO COMM ARM WT MAY NOT BE AT FIMAIL OVA WT UL REMAIN 00137ALBED) FOR LONGER THAN 30 GAYS PUTT SUMMATION WALLDORMMT E APPLIED 10 AREAS THAT ARE TO E LEFT DMANT FOR MIME THAN ONE YEAR. 11. SOL SWO ML S SEALI E STABILIZED OR PROTECTED IBM SEDIMENT TRAPPING MEASAIM 12 PERMAIENT VFGTATIVE 00%0 SAKI E EXAMS ON DENUDED AREAS NOT 1 01oRm P6BMNBNiLY 1piE>Zp PYMA w ewumm SWILL NOT E D C0NsiImp ermw P UMM A moo SEE : 118� N 1E O NON or 714E Lwx NUDdMY ABESAS1M14R EBB AdW. 15 UNIFORM. MATURE D OM W SURMVE NO MI 007 ER0t to sTAMIZATIOR HEASRE3 SAIL E APPLIED TD EARM SiBM."JGIES mm As DAYS, CUES AND DIVERSIONS IMMEDIATELY AFTER INSTALLAWN. 14, EXAVAIM MATERIAL SMALL E PLACED ON THE UPHILL SOE O 7RfNOES FOR umpoloE01RD UTIIiTEB IS. ALL WWMARY BMW Me =IMENT CONTROL MEASURES SILL E REMOVED WINIM 30 DAYS W= F11ULL* SEAEi17ATON OR AFTNL THE TEMPORARY 1l111111 S AK Ha LDIQR LNU-'35 OTERMSE WHOM= TY iNE LOCAL PABrRHRLI AD11114 M IM BDOM■NT AND 11E DISTURBED SOIL AREAS IE:MI.TBRB im 1E q�R�E MVQWY MEASURES SCAM. E POK*IE NA Y BEAD 10 I IUIfEIiI` � AM SIDAiNTAWK TB OTRACTOR SMALL LOGA'E W VA%a CONSTRUCTION ENERANKE AS NE,CFSSWY 10 ADWT TO FREED 00101M 00001ATE LACADON RAIN DOOM PDL90NE1 Y7. CONTRACTOR SHALL DEPOSIT ANY [1L3>M FALL MAXIM AIQ1R VEGETATION MOYM FROM THE SITE AT AN MOVE tM ON N ACCORDANCE MM Wn Z J WLjLj W 0 z¢ W 0 c l M.:S LNJt.4 .QM, •�. 42-A-210 ZO14M. RA USE RESVENTIAL FRE"K* 4AMES WOOD HIGH SCHOOL LN42TI ! !I / I j I 08 454 PC 438 BOARD I E I E 1 0 L LjL_j LIU FIELD 2 ZONEIX. RA M. II" SCHOOL. ACREAGE &MIS EXST EASOMM TYPIGAIL---j L ----------- 42-7-1 ZONM RA UK: RESC071,41. .2-4-9 ZONM. NEW idULTI-PURPOSE AFIELD ACCERASSORY USE FM SCHOOLS ACREAGE- *19 F0076k, rwmicx couNr,PRACTICEPRAc7 TV 42_, 09 366 P6.341 IN. A%. 42-6-A USE. GJVENTARY SCHOOL ACREAGE: 10.0 A2 RA AMU PIE ROK aEMXTARY SCHOOL CYAAry 5CHM BOARD OF FREDE)WA C"TY IV 42-6-A De 352 P6 124 Li I NEW BASEBALL FIELD L2 42-A-205 {' \ �, ,' f �' I ' 2I RN / FY ( - I(!( ZONED; KA USU VACANT CIIJ" 5 CWIT IT 0', S T" _, f Rf�lj 00 822 PC: 1V TENNIS COURTS 42-5-0 =41, RA — — ----- L2 USE' CHURCH A. AW _2rpu PC R�w '700 OVERALL SITE PLAN SCKL- 1* - 60, A200141p0moput FFAMEAM COUNTY P1,011C 301400LS 1415 AMN8tST STREET 1910CM vA 22M (W) M-39M ZL VA931EIIIIIAL DISTRICT' , GAIINE300RO MPOM /MW40 RA, RURAL AREAS D%TW 2�\ * ZIS!MV 2DPE WILL BE OIIS7I.WM DURING CONSFRUCTICIN OF M PQ0JW. SON APPROWMATEILY 10.6 ACRES OF 51 THE ACRES OF PROPERTY SHOWN ON TWS SHEET BEING AT ISX SLOPE OR SURFER) 42-A-198 ZONED: RA 2 USE orsm'"Al, L3\ TOTAL NO. STUCIENTS 1500 SEAIM 0 F0019AU. STADKJM 4000 PARIlaw 1190 13n PARIONG PROM 975 (02STING) BY ZONING ORDNANCE, PARKING KQlUIIVD IS 25X OF TOTAL W. OF S7UD0(TS PLUS SEAMG IN AUDrTORSjIN OR GYMNASILK DISCREPANCY WTVEEN RE"WD PAMING AND PARKING PRqA= ADORESSEI) BY LETTER TO PLANNING DEPARTMENT FROM FREDEF" CCUINTY PUKJc SCHOOLS NEW PARKING LOT LOCATED AT OLD"TARY S010011. Mi "A TO MULCT ANY OVERFLOW IF RELILWID AND PROM PAR" FOR "TW E"TS AT BASEBALL AND klULTI PURPOSE FIELDS. z V) ce FORM AROUND ARLA 1 1 1 FOR MAINTENANCE t I /• \ \ \ \ O EMERGENCY VEHICLES !IEE(/� O 1 CS CS Rim-851_53 i> / • \ \ / \ / In-844 23 0 1 ' f IOR. 9T Out-s" 03 m I O • N fTT 1 1 k `�'° - CONCRETE WALK 1 1 R rye`.{ `-- IS 2 J 1 ' 10 IMDE AS�F1ALt kAX. 10R. 9TAPPR POPTASIZEATAiE ILO 250 eEACHI TYP OF 2 1 _ --x``! r L_ 1 $' / ELECTRIC EASEMENT /� v1 1 I ; X X X DRNICNG FOUNT. - .. .o ? R. ,i / / / `ice-xv DUGOUT - ---.. .?,•BD 'm� 6' CONIC / / i^- / �' \ X�, 6EN1GE 8 fYE e31.� - "` �� / • , 1 wqD ' z \ / 0.9 20 tag BULLPET' 4 GA X 6S n 4X Rao', To N-INIRtCl AMA OCK WALL N. rax20 ._ 5' DLA ON rl, \ s 8 / ! �i I Q 1 i 6 SACK - COX DECtc CIR(1E� 1�.� 4 •1\, 1 WAm&w- ` + d FOUL LINE_((310•) --a$e ,� C3 A5 / /c N,wac�► 1 a , 1-F"6R0'1'S0" E _ } ( I. z/ AyCESS WALx rAPP1NG sADOIE /. 1 iJ FIRST .. NO VALVE90.00 \ n POLE + PITCHER'S - I '1.: INV SAN � • // \ � / s.00', TYP : / tp r +� e32.85 ®20' uTw Q 1 \ `EDGE aF.� NEII' 4' GATE MITER 1 + h SKINNED A-\ g i Tyr'\/ 1/ ORNICNIG fOIIIIi. T"ET 900 C3 C34' GATE 39.7g CO', TW i /• /� x I ORIGIN DUST `lTYP- � c'� 1 4' FENCE UTILITY SECONOTI4RD EASEMENT AC POLE 4' GA N 3 • / 1 1 SCURF BQANp 32 tti I Im-83265 1 \ n • AL f` C T ► NEW " i$ A, � ASPHALT/ \ 1 , x 3W' tO FENCE / R r ' 20' r 1 XIST UFI�TY EASEMENT Q BASEBALL C32.5 OFFS 7 x , \ \ '�� � TAKE 1 V (20' TOTAL, CENTERED ON Fl� • EXIST OVERHEAD ELECTRICAL) 'r ,p 20' GA y ,, ;� ' ,� TA T ARC UENOTH LENM E%IERNK 1� C1 3113'70" M'1J 4i W 24.59 86.00 47.96 q.37 3.37 3.25 PORT 7• 'V� - --- --- -- ` TDR I I �. VAN AG SSieLE _ •' 1 4' GATE (x • f jr P C2 4t 2004� S E034'S! M 11.32 J0.00 21.M 2t.18 20E 1.i3 _ k x j �� \ rATN SIGNS C3 23-wr32 N 2823TO6E - 0.16 30.00 12 J9 12,30 0.04 1 C AS WIDE -0 R \ - --- 1 \ S Af WALK' T r, -i y \ \ C4 /62906" N { 97 E 4.08 ]0.00_ Qtl 6.06�_ •T7_ wlWc. \,,., •i$ 5459 70.00 1104,33 4. 2524_-_ IB.SS -".- 11 \ {1 P CROSS- WALK 1 a I �, �a NOTE. \+ p x - t I ' ST tr+8r.7 7 ` / EAeEMMTS SI MI ON THIS PLAN ARE NOICATED N APPROXIMATE 375' TO iFNCE \ b I I S� \ �_ / LOCAT S'IFR,AS PROWIDED VRGNIA BY MARSH t LEOCE LAID SURVEYORS, P.LC. \ • \ IN2iA0' CENTER FlEID \ X I) i fa Y a +REMOVE EXIST FITWE \ AREA AND EQUIPMENT.ow m \• ♦o \ t `3` 17.21' E/ I F -� HA" k SPACE CAP PMMNIG 1�\ •� + r t w/ SIGN'S 2 \ FOUL POLE ggqy '�' � _ � PILOTED STRIPES � AND SYMBOLS REMOVE EXIST ASPkW T 5 00 360' TO FENCE - _-... pU�• �S) I(4 I I f '-f - I Tt _ CURB AROUND) EAMANDS ST LOT ay \ � r� \ X-_'�--�X I, __ '-- S' UTN.)tt mil" 1 I .I PROM�rEY CONCRETE CM -- \�EASI]ENT I I IN LOCATIONS INDICATED. \ -` • 'I• \ N, ".. - S�> -'--1 ( - - cc- TAPER STA IOM 7g.50 Of PEPS, - - - - 41, \ - 7iq 7>, I Of 2 NVE O"TA 1�4a50 P DF 28 AT RIGHT-OF-WAY UNE- ---- (NO CURB) _ NOTES TM SHMA, •\ \ ` \ s ,3�.�= . �I I. DIBIMOIG f'OUITAN DRAINS SHALL RUN TO A 3'x3's3' PIT FlIli30�- D LW1H \ \ � - '� r _ - � "----- �1p'17'?J"W�� VDOT N0. 57 AOWt n ND Llfi! WITH FLIER FAMC, TOP OF PIT ., -- • - _ Y S �' .� �• - --- _ - SMALL BE AT LEAST Ir BELOW FMSIED GRADE LOCATE Pff BEHIND �' , r iK,n � _ DUGUTS, O15' AMY FROM DUGOUT WALL PROVIDE W:1' 2.OPE - � - � � � ",,,t7-1ju SUM_ r�?b� ON DRAIN, MN. DRAM TO DEIER PIT r FROM TOP OF AGOIMEGATE. a i - •� _ L GATE l2ES NOCA70 REFER TO GATE WIDTH, GATE HE04T SHALL MATCH- ADJAMT FENIF. 2 • _ _ • .r AI�.,N - BCP T r p • o ...� _ _, r - _ r -.r �- .� ' y WEED LMT 40 MPM a HEH^.aHT of CON�ION / PRESSBOX BL11111NG I5 t21'-e'. � 2 4, STORAGE BUILDING TO BE SUPPLED BY 0OCt \ APPLE PIE RIDGE ROAD _ - _' _ - - - -- _ _ _ • �_- i 1 ROUTE 739 Q INSTALLATION OF CG-12 TO BE COORDINATED - - --- - -` `-- '7- �•y 'I (Variable Width ) NTH LID APPROVED BY VDOT INSPECTOR - ;FINAL SI I E PLAN - 1 - t f- PN�E , ,/2 STD RARING ENLARGED SITE PLAN - BASEBALL FIELD / AP- R VED EDGE ai ,,-o- NOTE: \ � EDGE OF SC&L I" - 30' PwT SE SITE PLAN FOR PITCHER'S MOUND 1 C3 C3 1Yx'r METER BOx AND COVER---- VERTICAL 90' WMD THREADED STUB AND CAP CHMNED TO STUB 2' GATE VALVE. HIND WHEEL OPERATED DETAIL IV NLE Ica J,, C3O SCA SET Box COVER FLUSH X4TH FIN GRADE TOP OF BOX FWSH NTH FINISHED GRADE COMPACTED - _ -i2x17 METER EARTH BOX CLEAR AP, CHAINED TO STUB (DRAIN HOT SHOWN) 2' STUD, THREADED END 2' GATE VALVE - NO SCALE NwBER OF RISERS. , OAT_ b v - I W VDOT TYPE SM-2A ASPHALT24 HOP COURSE YATERIK - 3* VDOT TYPE 911-2 ASPHALT BASE MATERIAL e• VDOT TYPE 21-0 AGGREGATE SUBBASE MATERIAL A PAVEMENT SECTION - NEW VDOT ENTRANCE NO SCAUE THINS PAYOUT SECTION APPLIES TO THE NEW EIMANCF FROM APPLE PE RIM ROAD FROM STA, W+00 TO STA, 10+e0. FOR PA10471T DETAILS INOIHM AREAS OF THE SITE, SEE 'ONSTE TWICAL PAVOETNT SECTIgP SH Cl. .1 : •. :: 1041 AILING WALL WALK o� 3T -.4kD W �V N rW� rl �' r� O N I ev .5 cr �- N w ;_ pV) �m O Q E J J o LLJG Q 0 O 0 V Z W Q Wv A t ' " lu a I �- X( Tol - — --Ps ' � vrix m� :z ? D 40 xx` / V2.72932, e}g I \�i / 1 1 x 832.5 3093 - INV e29. / ;>3 I STORM DRAIN W VERKA x Q 6' PIPE IN S(EEY{ THROUGH ! - -- // �/ MALL FOUNDAT" -----' +{__ (1<1<�-R�-//}} q B{ N RCA AND 4 A+7A!' dC// A33.55 , EA1N AND X' BE" C ( •.... k E�N SIDf OF ARIiNG P �/ 83355 ®8J3.j� fA .PS1I��"r -yh_ x I MAtl FOUNDA CI, a 'i--J R W"ET BOO���((1 932,71 3� 832.7 NEW - / \ � �• SET TOP OF CURB D NEW Bb _ ! St�xmy.tl_3 JJJ/// L ° FLUSH MTH TOP OF 1 1, BNA ♦ i 1 - /r - R $J �^ \ E1 CURB INLET. SftJCW , Nwrop W� il/E MAD COMMENTSzil AR LU CONNECT FRENCH GRAN TO k STORM ORWITH t / . �,\ \ TEE INTO TOP OF STORMTORM DRAIN / e� STORM DRAIN NV 826.07 V. \ �,_ FRENCH DRAW INV 827.65 STORM DRAIN 'A 3 TO .70 4.00 w NV IN NV T T Fwav GRAN CRATES FOR KL INLETS SHALL BE FFDF3TRiAN TIP[ NOTE 50 g A EASEMENTS SHOWN ON THIS PLAN ARE INDICATED IN APPROXIMATE k \�\ \� LOCATIONS D 9Y MARSH Nk IFOI,Y LAND SURVEYORP.I.G ClE L` \ WINSTER, YWRGINIA RGIWA I .,1 _ 292 SF 834 15 , t e + ' b3o.a7�/ s3o s3 ! 9 ii 8347DO x l - - 4. T2 ATCH EAST \ V OUT 823.00 T/>r fIEV J�o — x _ _ Q I r( I! X x -`- - _.�----- REPOSITION EXIST ENO SECTIONS AS REO'D To DIRE •\ / \ \ '\ SZ8a1 TOWARD I t OF CNEW FLOW 2 95 gAVFRT I ilk B � _ REGRADE AREA A5 INV CE $TO'1T2J'W 2 .7T REQ•D TO MAINTAIN - _ INV 82797 -- --. -" _ SPEED tAwT w MPH _ — 367 7T_ T EtEV OF EXIST 1 APPLE PIE RIDGE �ROAI3 — — — — — 1 ROUTE 739 -LONG. — - -- HOE S PROTECTION B' AIDE _ _.. -- nFTaL T DETAIL z (Variable Width R/W) 0 ro woTQSQiroroEcraN WNFp6wN; ----- B3o---- ENLARGED SITE PLAN - BASEBALL FIELD A _ Q — I' = 30' --REMOVABLE CAST - SCALE: CAST IRON FRAME, ' NfON GRATE 1 C- pRCP Dp ET WITH GRATE - _— - DROP INLET WITH CRATE 7 CO tACTED TOPRIEVIESYNCED STRAW BAl j� tD�;/ STAKED STRAW BALLFJ BURLAP FABFBC�� / TE: USE DETAIL 1 FOR FLARED _ ENT) SECTI(NS, DETAIL 2 FOR __-�— 3H ENOWALLS AND FOR PLAIN PIPE I'- - I ENDS REFER TO 4007 STANDARD i EC -I, TYPE A.FOR FURTHER DETAILS. I _--- (ANCHOR RIBS f OUTLET PROTECTION TO CONFORM TOWN + -.i'`E ! SHAPE OF E)OSTNG OR NEW DITCH, _ �r<F,;y , ., 4i` \ SWALF_ OR NATURAL GROUND. ' / DRAIN CANNEL, ENDS o Z i 1 RIP RAP FILTER ro CLOTH BEDDING m SECTION A -A - SECTION A -A OUTLET PROTECTION P RAP FILTER (:LOTFI BEDDING DROP RAFT WITH GRATE BURIED BURLAP FABRIC STRAW BALES STAKED WITH DROP NLET WITH GRATE-, TWO STAKES PER BALE BURLAP DROP DIET SEDI1ffMT FILTER STRAW BALE DROP INLET SEDIMENT FILTER NOTE: REFER TO MRGOWA ER0610N AND SEDIMENT CONTROL. HAMM= FOR SPECIFIC APPLICATIONS AND FOR FURTHER DETAILS DROP INLET SEDIMENT FILTER SECTION - NEW TRENCH DRAIN NO SCALE n � F4 S�, o �J J Q Q m Z V) Qa �m Z � J Z CL C3 J 0 Z z 0 U W Z O < V) Z w W LAJ —4' SEEDED TOP9X —8' COMPACTED VDOT 021A AGGREGATE -----COMPACTED SLAXPAU CAFE7MA AREA FUSHO Q" ELEVATTON-921.22 Fj- F F m.". -L f- --1 --Lr- --'W- --Lr- --u ow— aI L 1 to III I L A L 777 -1 mc ft-wj 11 me#& _j 40;. 910- 211we ENLARGED SITE PLAN — MULTI —PURPOSE FIELD SCALE: 1' = 30' ,"-e MDE GRASSED PATH. PIELD LOCATE TO AVOID DAMAGE TO E)a$T%r TREES —,.'./ J ry oe — — — — — — — — — — — — — — — — -- -7 go lot -67 850 UD 4� N. t 1. SET POSTS AND EXCAVATE A 4'X4" 2, STAPLE MARE FENCING TO TRENCH UPSLOPE ALONG THE LINE THE POSTS. OF POSTS. 4- 3. ATTACH THE FILTER FABRIC TO 4, BACKFILL AND COMPACT THE Y*RE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. i. EXTENSION OF FABRIC AND VARE INTO THE TRENCH. I FILTER FAE CONSTRUCTION OF A SILT FENCE "ox. WOWS % ON *6 " AM W"TED Pi APPROMAn LOCATIONS AS MM ft MAW & LEGM LAND SLIR*'VM P-LC V000HESIER. WIRGKA VDOT #1 COARSE AGGREGATE GRAVEL CONSTRUCTION ENTRANCE, ;FINAL SITE PLAN AP F-D-- PAT La/�� -7 la � c- OT A Z 0 < cj ai LL- wcn CL LJ D 00- Z im-A REMOVE EXIST FENCE TO HI(;ft Spi00L7jj FIELD VERIFY � �� f 1 I fJ � .12-14.02 / I ` _ — 111 Ow-9A042j11RRCP � �— '.\ r` REMOVE DUST OUGHT A 4 P N A L F (I R O A D EXIST �y tE — I RELOK EXIST FENCE — — � o RE110VE EXIST OY Wrt/ �i — — 4W r J I WATER TAWS rear rH `` ' � i �-._.- --� � � ( ca•,ew a. �.* —�.� � - - r !JY .�.. ---"♦ i - 4WY 4w dig'If IJ FENCE TO DE FENCE TO i LOWER EAST WATER LINES LI REMOVE EXIST FENCE LO J-.- AS REO'D TO MAINTAIN 3' I EXIST YARD HYDRANT j0 WIN WVER. FIELD VERIFY REMAIN AOJUST AS R9ft EXIST DEPTH ELEVATION g A� TO MAINTAIN OVERALL �r.4 I f HEIGHT ABOVE GRADE M $ REMOVE EXIST SOFTBALL Jf 's �• ai4 FIELD AND BACRSTOP--N REMOVE EXIST DUGWII J Ott ` II AND GATE x -_- • IS'UTLITY II IIIJ Aa if a EASEMENT I :M If if % x bn=89O 31 I L. UTIUTY Ji ,-879 36 J EASEMENT��� b 7:; s "-i—'--- REMOVE EXIST FENCE % JJ �J\/fl /I M 1 IJ ,y4 ; �i 11 Lis r♦y ENLARGED SITE PLAN - SOFTBALL FIELD DEMOLITION SCALE: I' - 30' PRIVATE WATER LINE OWNED BY FREDERICK COUNTY SGIOOLS t I of D.I. /\7t pplL �", 6 MOE - (— — - — — F y— - - — — \�\ COW RAMP 4x4 WOOD POSTS ♦ 4 • 8 p• DUGOUT (TYP) O.0 LOCATE 18• FROM A S P N A t T ROAD I EDGE OF PAVFAET4T fftax WATER SUPPLY CONTRACTOR t L PENFORM WET TAPi rbe. AK fTm XX CaeW fA .� A 4 \ FP 3�GAlE X -X k ♦~ WATERL, E R£MNN PENCE 11� AND NOTE rr'v 60 o0' n i7 REMOVED � If I r � T401E .00 ITCH 2 �Ir FOLA LINE 5 O6WZF' W 200' TO FENCE LEFT FIELD LIVE �EDGE OF SIONIED AREA x I ,FIRST SECOND LORASS >; ''}q} 3' DPW, 3 GATE L"FIELD COVER f I lac MATERIAL 7 I PORT11E1I-E FEIN7DIG, Fc7Ol h LINE TO SCORE BOARD-. I ' _ ALT SiIW FOR \ / ALT BID �I,( e Q 15' UTILTY G ` EASEIf4N FAWDEU D SOF79AL gBe�e.ed` p t '' • _.. �+ I A.!W,3r WY I 230' TO FENCE QUTILITY �. =819,36 z CENTER FIELD/ EASEMENT ' TO FENCE RIG PoGNi FIELD LINE / SCOREBOARD � � ♦ I I IA31 ' ` -- - ENLARGED ENLARGED DIMENSIONAL & UTILITIES PLAN - SOFTBALL SCALE: 1 - 30' `�• MOTE NE04T OF CONCESSION STAND AT ! Y SOFUALL FMD W IF tIS-t' 3 NOTES EASFJkIITS 940VM ON THIS PLAN ARE *MATED IN APPROXIMATE LOCATIONS AS MWDED BY MAM k LEOGE LAUD SVIRVEYOR3• P.L,C. MNdifSTEA, ARM" EINAE " ITE PLAN AP R SAT �c 204 AIL L ev! m i � .•-ese.v7-ar Rrr _ Out -SW 47-74• RCP ar-eee. Tf-3r rr -- \ _ y,• •• r• A SPHAL T II R 0 A D 4106 X X— s !jN 11�. WY. 88937 W:. AL I x Nir 89t.n4 ®g� I I 3 N i i f JJ \ P -- 4• PERF. FLEXIBLE I �_• 41W Ii I F� H UR IN r NO TE. THERE ARE EXISTING IRRIGATION >� IJ aP aF sGAPWXNI' 8 LOW INv, eLre.etJ wv 886.t8 � 891 04 EXIST GRADE FIELD LOCALE HEADS, I O JJ VERIFY EIEYA AND PERFORM TIE FRENCH DRAINWG S u GRAD50 ASS NOT ro LxS,URe IF THIS CREATES PIPE INTO SIDE CT EAST/ ac HEADS OR PF'HNC STORM DRAW. SEE SPECS --� I JI JI UNEVEN OR INCONSISTENT SLOPES I OR CREATES A POTENTIAL DRAINAGE %ram►--� -"" PROBLEM, NOTIFY AA AT ONCE FOR a If DKCnoN. Q 15' UTILITY II - REGPADE OUTFIELD AREAS AS REU'D TO EA'SEMEn -; JI ' �i r �'"��- PROVIDE POSInVfSLOPE TDWARO RIGHT 4Wir # FIELD FENCE OF MPPRO1. 1% % x t 11 ? II o' UTILITY ' A if i [� EASEMENT 47 x 4 1t Y 8D0 O i1 / O .;i .roee Ra xi ENLARGED GRADING DRAINAGE & EROSION CNTRL PLAN - SOFTBALL SCALE: 1 = 30' Q J z O ' O U� 0 J 2 E r U O TJ LLJ Q a J w Z Q J J J a. a LL` o V) 'W 0 v Q J LLJ w O W LEGEND •�� PARIING AREA UGHTNG FIXTURE, SEE DETAIL SHEET E2 • SPORTS LKWW POLE AND LoaW ASSEMEILY pig PADMOUNTED TRANSFORMER BY POTOMAC-EDISON POWER COMPANY PROVIDE CONCRETE PAD PER POTOMAC-EDISON SPECIFICATIONS -fP UNDERGROUND ELECTRICAL PRIMARY. CONDUCTORS BY POTOMAC-CZON POWER COMPANY, PROWN 5* PVC RACEWAYS MN 4'-0' BELOW GRADE. --ES- tROFRGROUND ELECTRICAL SECONDARY. CONDUCTORS BY POTOMAC- EDISON POWER COMPANY PROVIDE RACEWAYS AS INDICATED. f8- UNDERGROUND ELECTRM BRANCH CIRCUIT CONDUCTORS. PROVIDE CONDUCTORS IN RACEWAY. -JT- INOERSROUNO TELEPHONE PROVIDE EMPTY 3' PVC CONDUIT BENEATH PAIEMENT. 9C- UNDERGROUND SCOREBOARD CONTROL CABLE SITE ELECTRICAL WIRING KEY NOTES 1J 2 No. 10 AWG & I No. 10 AWG GND, 1' C O2 4 No. 6 AWC, 4 No, 8 AWG do 1 No. 10 AWG GND, 2' C Q3 4 No. 6 AWG, 6 No, 8 AWG & i No. 10 AWG GNO, 2' C O4 ♦ No. 6 AMG, 2 No. 8 AWG & 1 No. 10 AWG GND, 2' C 'i 4 No. 6 AWG. 4 No. 8 AWG do 1 No. 10 AWG GND. 2" C © 6 No. 6 AWG E 1 No. 10 AWG GND, 2' C 07 4 No. 6 AWG, 2 No, 8 AWG & 1 No. 10 AWG GND, 2' C Q 2 No. 6 AWC & 1 No. 10 AWG GND, 2' C 9(Q 2 No. 8 AWG & 1 No. 10 AWG GND, 1' C ® 2 No. 10 AWG, 2 No. 8 AWG & 1 No. 10 AWG GND, 1' C (J SCOREBOARD CONTROL CABLE. 1'C SCHEDULE — BASEBALL FIELD Llq 1MG QUANTITY OF mmum SA/1-15OO W, MOUNTING POLE NEWT TYPE HEIGHT BRANCH TOTAL MARK ABOVE GRADE CIRCUIT KW 3 1 4-T 5 Al N 3 3 70' HBB-1 11.77 A2 1• 3 3 7W HBB-2 1117 BI 10 5 1 70' tmm -5 11.27 82 1* S 1 70' HIM" 11.27 Cl 4 3 AY HIM-9 11.77 C2 4 3 70' H88-10 1117 _ DI___ _ 4 2 70, HBO-13 9.72 D2 1 1 4 1 2 1 70 1 HBO-14 1 9.72 I PROVIDE FIXTURE WITH HOT RESTRIKE FEATURE 1 87.05 co rz EXIST OVERHEAD ELEC PRIMARY VOLTAGE LINES Fcnln «aa 150' _ _25' U 1 EBB - SC B2 !DUGOUT 8 BASEBALL FIELD SITE ELECTRICAL PLAN 1'-30'-0' 3 � �- A 2 1O' UWXRGR0UW EB ELECTRIC EASEMENT / '-- — — PRESSBOX/CONCE'SS19N/ B-- __ TOILETS 1W 2 --- I + m 11 1. // 0 - I Y / 20' UTILITY DUGOUT i) %I IEHT TEL--RF.i?ESLAL ' !'1 EASEMENT r BOOTH 1 EXIST OVERHEAD ELEC PRIMARY VOLTAGE LINES )' UTILITY ISEMENT TO C NCESSIONS/ T01 TS �11LG OB/1-250 T WOOD UTILITY POLE NOTES FHIS SHEET 1. PROVIDE ONE GF, WP DUPLEX RECEPTACLE IN EACH END OF BATTING CAGE. SUPPORT 1'-0- ABOVE GRADE MATH TWO 3/4- GRS CONDUITS. MOUNT N CAST AL BOX MATH HUBS. Z Q J � CL J wW L% J J Q Q C) m _ W tY � F— Q w m J W m SITE ELECTRICAL WIRING KEY NOTES SOFTBALL FIELD Qt 2 140. 10 AWG do 1 NO. 10 AWG GNO, 1' C 0 4 No. 8 AWG +k 1 NO. 10 AWG GNO, 2' C Q3 8No, 8AWG&1 No. 10AWG GNO.2'C Q 8 No. 8 AWG & 1 N0. 10 AWG GND, 2" C ® 4 No. 8 AWG & 1 NO. 10 AWG GND, 2' C © SCOREBOARD CONTROL CABLE. 1' C SCHMLE - SOFTBALL FM L!C>l IM 0UANTm OF waull SA/1-1500 W. MO N'Tw POLE NEMA TYPE "wff Ott" TOTAL MARK ABOIE OWE COW KW 3 4 5 6 AI - N 2 1 40 wl 6.44 A2 - N 2 1 40 ILQ4 6.44 81 5 2 - - JB N" 12.88 82 6 2 - - 9D HD4 12AS A" • PROVIDE FIXTl1RE NTH HOT RESTW FEATURE 480 V NOTES THIS SHEET 1 IF SOFTBALL TOµ.ETS/CONCESSIONS(ALTERNATE 81D ITEM /1) IS NOT CONSTRUCTED, PROVIDE PAN€LBOARD HE AND LIGHTING CONTROLS IN NEMA 3R ENCLOSURERS WITH KEY OPERATED PUSHBUTTON STATIONS IN FRONT. PROVIDE DUPLEX RECEPTACLE k SCOREBOARD OUTLET BELOW CABINET MOUNT ON TREATED 3/4" PLYWOOD BACKBOARD SUPPORTED BY TWO 4' x 4' TREATED WOOD POSTS, LOCATE WEST OF POLE A2. FEED RECEPTACLE VIA 150OW CONTROL TRANSFORMER A: IOAMP FUSE ON 140 V CONTACTS (TYP) PBl Uy _ 480 V 4 POLE 30 AMP lC2 L10HIM CONTACTOR OFF (TYP OF 4) PPASE mr�— • ULCt (N) ULC2 120 V i, P63 ON CLEARING CONTACTS (TYP) • LC3 Lcz _ 4 POLE 30 AMP 11 0 LC4 i L 3 UG♦TM CONTACTOR � (TYP OF 3) � P84 �1 M ON -a P83 TR tAC3 I O F� N.O.T.C. II n r c I HA-9 POLE CI N.O.TC. I I HA-10 ^ POLE C2 L__J r HB-1 1 1 POLE Al HA-13 POLE 01 I i BOLT OR CADWELD GROUND WIRE TO I 1 HB-2 I I POLE A2 POLE BASE ----- �� t- - PROVIDE GROUT HA-14 POLE D2 L _ _ J BETWEEN CONCRETE _ PEDESTAL h POLE L -- - J F 3 BASE —- I ;4 O 12" OC r �3 MB-5 POLE 81 4-1"F1D x 36' LONG 4' HA -I 1 I POLE Al I I HOOK ANCHOR DOLTS. �. I I HB-9 i I POE 82 HA-2 I I POLE A2 L - - J ^ i G L N114 I I I I POLE B1 2. 9 A NO. 0 AWC n y b ND PVC CI HA-5 i i POLE B1 I I » I I MB-10 POLE 112 HA-6 r I I POLE 82 L-_J L - - J -- — ------ - E1 , ' • • i , i Mail (\ WIRING DIAGRAM - SOFTBALL FIELD LIGHTING NO SCALE 1 t EXIST UTILITY TRANSFORMER Al 25' w _ DUGOUTT X A/ x k } SCOREBOARD z -'s.— AMr AL MenrN ELECTRICAL SITE PLAN 1"-30'-0" HUBBELL CAT No RCS-0250S-1P8-1-F1 OR EQUAL. --10' (LENGTH) ARM FINISH TO MATCH FIXTURE --- 20' POLE W/ BOLT COVERS, FINISH TO MATCH FIXTURE 3' X 4' GASKETED HAND HOLE, FURN YY INSTALL IN -LINE BALLAST FUSE BUSSMAN 'IRON' WEATHERPROOF FUSE -HOLDER No, HEB-AD W/No. KTK 5 AMP FUSE FOR EACH LUMINAIRE _--- 1' x 45- CHAMFER .--CADVELD CONNECTION d' x 10'-0* COPPER- N1D GROUNO ROD `---No. 8 BARE COPPER GROUND WIRE. BOND TO STEEL. POLE DETAIL - PARKING AREA LIGHTING FIXTURE TYPE OBf1-250 NO SCALE I 3 O s CJ J Ld _ LL U _ I= L� O Paz V LLJ uj Z Q J n' QJ LLJ _ L L_ � J LL- U O LLJ J LLJ