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Home My WebLink About51-96 Northwestern Regional Juvenile Detention Facility - BackfileLIST OF DRAWINGS GENERAL G1 TITLE SHEET G2 ABBREVIATIONS AND LEGENDS G3 FIRE PROTECTION PLAN G4 DETENTION PLAN CIVIL C1 DIMENSIONAL LAYOUT, UTILITY AND PAVING PLAN C2 GRADING, DRAINAGE, AND EROSION AND SEDIMENT CONTROL PLAN r�T C3 PROPERTY PLAN N A C4 SITE DETAILS AND PROFILES C5 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS ARCHITECTURAL Al SITE/ ROOF PLAN A2 FLOOR PLAN A3 REFLECTED CEILING PLAN A4 EXTERIOR ELEVATIONS A5 BUILDING SECTIONS, PARTITION TYPES AND DETAILS A6 DOOR AND WINDOW DETAILS A7 DOOR AND WINDOW TYPES, CONTROL ROOM AND SECURITY DETAILS D _L JLO N _L 1-k- C 11 JL y A8 ENLARGED PLANS AND ELEVATIONS A9 WALL SECTIONS AND DETAILS A10 WALL SECTIONS AND DETAILS All MISCELLANEOUS DETAILS STRUCTURAL S1 GENERAL NOTES AND TYPICAL DETAILS u S2 FOUNDATION PLAN S3 ROOF FRAMING PLAN S4 FOUNDATION DETAILS AND SECTIONS 01k V R G J_ S5 FRAMING DETAILS AND SECTIONS MECHANICAL/PLUMBING MP1 SYMBOLS AND GENERAL NOTES M1 HVAC PLAN M2 HVAC DETAILS M3 SCHEDULES AND CONTROLS PLUMBING ZONING ADMINISTRATOR APPROVAL BLOCK P1 PLUMBING FLOOR PLAN P2 SCHEDULES, DETAILS AND GAS RISER DIAGRAM P3 SANITARY AND STORM RISER DIAGRAM WSIGN4TRE ID T SITE PLAN SHALL BE VALID FOR FIVE (5) YEARS ELECTRICAL FROM DATE OF APPROVAL � E1 SYMBOLS, SCHEDULES AND NOTES E2 SITE PLAN E3 LIGHTING PLAN E4 POWER PLAN E5 AUXILIARY SYSTEMS PLAN E6 PANEL SCHEDULES AND SINGLE LINE POWER RISER DIAGRAM LOCATIONMAP E7 CCTV & CATV RISER DIAGRAMS " x 2000' VICINITY E8 DOOR CONTROL AND TELEPHONE RISER DIAGRAMS SCALE: 1MAP E9 INTERCOM AND FIRE ALARM RISER DIAGRAMS SCALE: 1" N 16 MILES ss9 �N 658 Name of Project: NORTHWESTERN REGIONAL JUVENILE DETENTION CENTER 15 e, Address: Frederick County, Virginia ,o FREDERICK 695 Proposed Use: JUVENILE DETENTION CENTER \r wrier contact person: COUNTY OF FREDERICK 522 ~'.� ° p �� \ % 340 �ALTIMORt 8� phone#: (540)-665-6391 `~' 70 I t CO<<I Q ss� STONEWALL MAGISTERIAL DISTRICT SITE I \ DESIGNER OF RECORD: > WINCHES ER / 9151 DESIGNER NAME TELEPHONE # ROCKVILLE Architectural P.M. WALLER POAGE (301) 670-5800 TO \` M=Y \ a, 9.55 SF 7_1n P.M./Coordinator CHARLES WORTHINGTON (301) 670 5800 ROANOKE IR LAND — o � -/ GINS,, H Q Electrical KOOROSH ZARGAROFF (301) 670-5800 ` 1 rn J Plumbing DONALD KEITH Q Vq Mechanical MICHAEL KIRKPATRICK (301) 670-5800 EXISTING ( Y WORK RELEASE 0yStructural ANIL PATEL 301) 670-5800 \ NET AREAS: FACILITY 37 Sprinkler —Standpipe DONALD KEITH , Z Y 66 OVA S H I N G T0� DETENTION FACILITY 17,902 GSF p Fire Alarm KOOROSH ZARGAROFF 301) 670-5800 s6 TO \ `� LINKING'SUPPORT 1,929 GSF OgMERON ST v Detention Consulant DAVID MUCCACHIO R02) 456-2589 Iro g22 ICHMON11 / CIVIL FRED MOJTAHEDI (301) 670-5800 OUTDOOR REC. 'YARD 3,410 GSF BUILDING AREA '� KEY PLAN 'o j: NOT TO SCALE o CV REVISIONI DATE I DESCRIPTION BY APP SEAL DESIGNED NORTHWESTERN REGIONAL JUVENILE DETENTION FACILITY DRAWN WINCHESTER, VIRGINIA Sq q-r n r nq n c CHECKED GENERAL r APPROVED NERS !' �'r"� � SUBMITTED TITLE SHEET ARCHI'TECTS ENGINEERS PLAN HAYES, SEAY, MATTERN & MATTERN, INC SCALE COMM. AS NOTED NO. 7369 ROCKVILLE MARYLAND- ARCHITECTS — ENGINEERS — PLANNE-S DATE SHEET 9 ROCKVILLE, MARYLAND 12/19/96 G1 7369G1 7369 10/3/96 ACAD 0, DCF PLOT SCALE: 1=1 XREFS: NONE D — FY — f ABBREVIATIONS SITE WORK BUILDING MATERIALS A AMPERE, AIR, COMPRESSED AIR CONT CONTINUOUS, CONTINUATION FWC RABRIC WALL COVERING MHZ MEGAHERTZ SCFM STANDARD CUBIC FEET PER MINUTE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CONTR CONTRACT, CONTRACTOR G GAS, GAS MAIN OR SERVICE LINE, GROUND ROD MID MIDDLE SD STORM DRAIN, SMOKE DETECTOR AND TRANSPORTATION OFFICIALS CHORD COORDINATE GA GAGE, GAUGE MIN MINIMUM SEC SECONDARY EXISTING NEW DESCRIPTION AB ANCHOR BOLT COP. COPPER GAL GALLON MISC MISCELLANEOUS SECT. SECTION ABT ABOUT COR CORNER GALV GALVANIZE, GALVANIZED MK MARK SFP SPRAYED FIRE PROTECTION % EARTH ABUT. ABUTMENT CORR CORRIDOR, CORRUGATED GC GROUND COUNTERPOISE MM MILLIMETER SH SHEET BUILDING AND PORCH OR STOOP ABV ABOVE COV COVER GCMU GLAZED CONCRETE MASONRY UNIT MO MASONRY OPENING SHV SHELVING p o °pp'o�° AC ALTERNATING CURRENT, AIR CONDITIONING CP CEMENT PLASTER, CONDENSATE PUMP GDR GUARDRAIL MON MONUMENT SIM SIMILAR °�°O' CRUSHED STONE MP MEDIUM PRESSURE ;..68 S. +687.8 SPOT ELEVATION UNIT, ACRE DISCHARGE GEN GENERATOR SK SKETCH ACI AMERICAN CONCRETE INSTITUTE CPT CARPET GFE GOVERNMENT FURNISHED EQUIPMENT MPH MILES PER HOUR ' SLR SLOPE ACMU ACOUSTICAL CONCRETE MASONRY UNITS CR CEILING REGISTER HOT CONDENSER WATER GFECI GOVERNMENT FURNISHED EQUIPMENT, MPR MEDIUM —PRESSURE RETURN CONCRETE SMR SURFACE METAL RACEWAY �-—686�—� ELEVATION CONTOUR ACS ACCESS CSD CELLULAR STEEL DECK CONTRACTOR, INSTALLED MPS MEDIUM —PRESSURE STEAM SNT SEALANT ACST ACOUSTIC, ACOUSTICAL CT CERAMIC TILE GFI GROUND FAULT INTERRUPTER MR MOP RECEPTOR SP SPACE, SPACES, STATIC PRESSURE A.C.T. ACOUSTIC CEILING TILE CTR CENTER GFM GOVERNMENT FURNISHED MATERIAL MSL MEAN SEA LEVEL SPD STATIC PRESSURE DROP STEEL --� .— . ACV ALARM CHECK VALVE CTSK COUNTERSUNK GHZ GIGAHERTZ MT MOUNT CONCRETE CURB AND GUTTERSPEC SPECIFICATION AD ACCESS DOOR CTWT COUNTERWEIGHT GI GALVANIZED IRON MTD MOUNTED SPMR SINGLE —PLY MEMBRANE ROOF CONCRETE MASONRY UNITS MOUNTING ADD. ADDITIONAL CU CUBIC, COPPER GL GLASS MTG SPR SPRINKLER �,S:;P� SEE SHEET Cl ASPHALT PAVEMENT ADH ADHESIVE CULV CULVERT GND GROUND. MTR MOTOR SPRT SUPPORT ADJ ADJACENT CV CONVERTER GOVT GOVERNMENT MTZ MOTORIZED SPS STATIC PRESSURE SENSOR BRICK ADMIN ADMINISTRATIVE CW DOMESTIC COLD WATER GPH GALLONS PER HOUR MUL MULLION SQ SQUARE r;�. "` CONCRETE PAVEMENT MWP MEMBRANE WATERPROOFING "' AFF ABOVE FINISH FLOOR CWB CAPILLARY WATER BARRIER GPM GALLONS PER MINUTE SS SANITARY SEWER — .` PRECAST EXPOSED AFFF AQUEOUS FILM FORMING FOAM CWR CHILLED WATER RETURN GR GRADE N NORTH SSD SUBSURFACE DRAIN AGGREGATE CONCRETE NA NOT APPLICABLE CWS CHILLED WATER SUPPLY GRAD GRADUATED AFMS AIRFLOW MEASURING STATION SSK SAIL STACK D DEPTH, DEGREE OF CURVE, DIMMER GRL GRILLE N.C. NORMALLY CLOSED ' INDIVIDUAL TREE OR SHRUB AGGR AGGREGATE SST STAINLESS STEEL ��. r <� ° ' AH AIR HANDLING, AIR —HANDLING UNIT N & D NAIL AND DISC STONE SWITCH., DRAINLINE, MOUNTED IN DUCT GRT GROUT SSV SEAMLESS SHEET VINYL AHR ANCHOR DB DRY BULB, DIRECT BURIAL, DUCT GSU GLAZED STRUCTURAL UNITS NEC NATIONAL ELECTRICAL CODE ST STREET, STORY, STEAM, STEAM SUPPLY BANK, DECIBELS GTV GATE VALVE NEUT NEUTRAL STA STATION PL, R/W ° ° AIC AMPERE INTERRUPTING CAPACITY _ _ _ PROPERTY LINE OR RIGHT OF WAY TERRAZZO AISC AMERICAN INSTITUTE OF STEEL DBL DOUBLE GVL GRAVEL NFPA NATIONAL FIRE PROTECTION ASSOCIATION STD STANDARD CONSTRUCTION DC DIRECT CURRENT GWB GYPSUM WALLBOARD NIC NOT IN CONTRACT STER STERILIZER DEC DECIDUOUS GYP GYPSUM N.O. NORMALLY OPEN STIF STIFFENER - UTILITY EASEMENT ° PRECAST INSULATING � AL ALUMINUM Lq\ ' ROOF DECK ALT ALTERNATE DEFL DEFLECT, DEFLECTION H HATCH NO., NOS NUMBER, NUMBERS STIR STIRRUP AM. AMMETER DEG DEGREE HB HOSE BIBB NOM NOMINAL STL STEEL FIELD SURVEY TRAVERSE POINT AMP AMPERAGE DEM DEMOUNTABLE HBD HARDBOARD NPRN NEOPRENE STOR STORAGE ACOUSTICAL TILE NPW NONPOTABLE WATER STR STRAIGHT D H.... APPROXIMATE LOCATION OF TEST PIT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DEPR DEPRESSED HC HANDICAPPED r s NRS NONRISING STEM STRL STRUCTURAL AP ACCESS PANEL DEPT DEPARTMENT HCR HOT/CHILL-ED WATER RETURN APPR APPROVED DET DETAIL HCS HOT/CHI.LLED WATER SUPPLY NS NEAR SIDE STRUC STRUCTURE ROUGH WOOD DF DRINKING FOUNTAIN HD HEAD, HEAT DETECTOR NST NONSLIP TREAD SUBSTA SUBSTATION TB-4 APPROX APPROXIMATE. APPROXIMATE LOCATION OF TEST BORING DH DUCT HEATER, DOOR HOLDER HDR HANDRAIL NTS NOT TO SCALE SUP. SUPPLY FINISH WOOD APS ALARM PRESSURE SWITCH 0 TO 0 OUT TO OUT SURF. SURFACE ARCH. ARCHITECTURAL DI DROP INLET, DUCTILE IRON HDW HARDWARE I c�" R 12" SD OA OVERALL, OUTSIDE AIR SUSP SUSPENDED A.R.E.A. AMERICAN RAILWAY ENGINEERING ASSOCIATION DIA DIAMETER HDWD HARDWOOD . `` �� STORM DRAIN AND HEAD WALL DIAG DIAGRAM DIAGONAL HOWL HEADWALL OC ON CENTER SV SHEET VINYL STEAM VENT ASB ASBESTOS PLYWOOD ASPH ASPHALT DIFF DIFFUSER HG REFRIGERANT HOT GAS OD OUTSIDE DIAMETER SVCE SERVICE DIM. DIMENSION HGT HEIGHT OFCI OWNER —FURNISHED FACE SW SHORT WAY, SWITCH, SIDEWALK" = 8"S ASSY ASSEMBLY _ SANITARY SEWER "= CONTRACTOR —INSTALLED SWBD SWITCHBOARD ;, w. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DIP. DUCTILE IRON PIPE H.I.D. HIGH —INTENSITY DISCHARGE — PLASTER OR GWB ASYM ASYMMETRICAL DIR DIRECTION HM HOLLOW METAL OPNG OPENING SWGR SWITCHGEAR DISC. DISCONNECT HORIZ HORIZONTAL OPP OPPOSITE SYMM SYMMETRICAL"5�^4 AT. ASPHALT TILE OS&Y OUTSIDE SCREW AND YOKE SYS SYSTEM WATER MAIN OR SERVICE LINE DISCH DISCHARGE HP HORSEPOWER GATT OR FOAM INSULATION ATS AUTOMATIC TRANSFER SWITCH AUTO. AUTOMATIC DISP DISPENSER HPR HIGH—PRESSURE RETURN OVHD OVERHEAD T TREAD, TOP, TANGENT, TELEPHONE, TRANSFORMER — DIV DIVISION HPS HIGHPRESSURE STEAM, HIGH—PRESSURE SODIUM OZ OUNCE >> a VALVE IN BOX, MANHOLE OR VAULT AUX AUXILIARY T & B TOP AND BOTTOM . AV AIR VENT, AUDIOVLSUAL, ACID VENT DK DECK HPT HIGH POINT P POLE, POWER, PUMP T & G TONGUE AND GROOVE _s RIGID INSULATION DL DEAD LOAD HR HOUR PA PIPE ANCHOR T & P � TEMPERATURE AND PRESSURE HYDRANT ASSEMBLY NOTED YHYD OR FHYD AVG AVERAGE � —•'�'�; `��-!''v AW ACID WASTE DRAIN DMH DROP MANHOLE HRR HEAT RECOVERY RETURN PB PUSH BUTTON, PANELBOARD TAF TROWEL APPLIED FINISH -- AWG AMERICAN WIRE GAUGE DML DEMOLITION, DEMOLISH HRS HEAT RECOVERY SUPPLY PC POINT OF CURVE, PIECE TBM TEMPORARY BENCH MARK , COMPRESSIBLE FILLER AWS AMERICAN WELDING SOCIETY DMPR DAMPER HTG ta HEATING PCC POINT OF COMPOUND CURVE, PRECAST TC TOP OF CURB _ AWWA AMERICAN WATER WORKS ASSOCIATION DN DOWN HTR HEATER CONCRETE TD TRENCH DUCT O MANHOLE B INTEGRALLY MOUNTED EMERGENCY BATTERY, DP DAMPROOFING HV HIGH VOLTAGE, HEATING —VENTILATING PCP PRECAST CONCRETE PLANK TDC TURNED DOWN CURB `" BRINE SUPPLY DR DOOR, DRIVE UNIT PCSP PRECAST CONCRETE SANDWICH PANEL TEL TELEPHONE BAL BALANCE PD PRESSURE DROP DS DOWNSPOUT, DRIP STATION,. DIGESTED SLUDGE HW DOMESTIC HOT WATER TEMP TEMPERATURE, TEMPERED, TEMPORARY DSD DUCT SMOKE DETECTOR HWC DOMESTIC HOT WATER CIRCULATING PED PEDESTAL — STORM DRAIN INLET STRUCTURE BB BULLETIN BOARD TER TERRAZZO -#-� --"�-�__-� ' ' ` ■ B&B BALL & BURLAP DTWH DUAL TEMP WALL HYDRANT HWL HIGH—WATER LINE PEJ PREMOLDED EXPANSION JOINT TERM. TERMINAL B TO B BACK TO BACK DUP DUPLICATE HWR HEATING HOT WATER RETURN PF POROUS FILL TFE TETRAFLUOROETHYLENE BBD BOILER BLOW DOWN DVTL DOVETAIL HWS HEATING HOT WATER SUPPLY P.F. POWER FACTOR TG TOP GRILLE f ; BC BOLT CIRCLE, BOTTOM OF CURB DW DUMBWAITER HYD HYDRANT PG PIPE GUIDE THERM THERMOMETER t _ POWER POLE BD BOARD DWD DRINKING WATER DISPENSER HZ HERTZ PH PHASE, PENTHOUSE THK THICK BDL BUNDLE DWEL DWELLING I. INTERCOM PI POINT OF INTERSECTION THKNS THICKNESS NOTE: FOR ELECTRICAL LEGEND SEE BET. BETWEEN DWG DRAWING ID INSIDE DIAMETER PIV POST INDICATOR VALVE THR THRESHOLD SHEET E1. BF BLIND FLANGE DWL DOWEL IN. INCH PL PLATE, PROPERTY LINE TKBD TACKBOARD BFD BOILER FEEDWATER DISCHARGE DWV DRAIN, WASTE, AND VENT INCAND INCANDESCENT PLAM PLASTIC LAMINATE TMV THERMAL MIXING VALVE INCL INCLUSIVE PLAS PLASTER TOC TOP OF CONCRETE BG BOTTOM GRILLE DX DUPLEX, DIRECT EXPANSION INCR INCREMENT PLATF PLATFORM TOS TOP OF STEEL BITUM BITUMINOUS E EAST, EMERGENCY CIRCUIT BL BUILDING LINE, BASE LINE EA EACH IND INDUCTION PLYWD PLYWOOD TOT TOTAL BLDG BUILDING E.A.T. ENTERING AIR TEMPERATURE INFL INFLUENT PNL PANEL TR TOP REGISTER BLK BLOCK, BLOCKING EE EACH. END INSTL INSTALL PNT PAINT, PAINTED TRANSV TRANSVERSE BLW BELOW EF EACH FACE INSUL INSULATION, INSULATED, INSULATOR, POB POINT OF BEGINNING TRTD TREATED SPACE BM BEAM, BENCH MARK EFL EFFLUENT INSULATING POL POLISH, POINT ON LINE TS TEMPERATURE STEEL, TIME SWITCH, TAMPER BOT BOTTOM EJ EXPANSION JOINT INT INTEGRATED PPH POUNDS PER HOUR SWITCH, TEMPERATURE SWITCH, THICKENED SLUDGE COMMUNITY ROOM PR PAIR BP BASE PLATE, BACKFLOW PREVENTER EL ELEVATION INTMD INTERMEDIATE TSLD TOP STRIP LINE DIFFUSER BR BARE ROOT, BOTTOM REGISTER, ELEC ELECTRIC, ELECTRICAL INTR INTERIOR ( PRC POINT OF REVERSE CURVE T'STAT THERMOSTAT 213 BRINE RETURN ELEV ELEVATOR INV INVERT, INVERSE PREFIN PREFINISHED TU TERMINAL UNLT , PRESS. PRESSURE BRG BEARING EM EXPANDED METAL IP IRON PIN TV TELEVISION, TELEVISION OUTLET DIGITS INDICATE BRK BRICK EMER EMERGENCY IR IRRIGATION PRI PRIMARY TW TOP OF WALL SPACE NUMBER BRKR BREAKER ENCL ENCLOSE, ENCLOSURE ISOL ISOLATOR PRL PARALLEL TYP TYPICAL BRKT BRACKET ENGR ENGINEER JB JUNCTION BOX PROV PROVIDED UC UNDERCUT BRZ BRONZE ENT ENTERING JC JANITOR'S CLOSET P.R.S. PRESSURE REDUCING STATION UFD UNDER FLOOR DUCT BSMT BASEMENT ENTR ENTRANCE JCT JUNCTION PRV PRESSURE REDUCING VALVE, POWER ROOF UG UNDERGROUND BT BENT EOL END OF LINE JST JOIST VENTILATOR UH UNIT HEATER WINDOWS DOORS BTU BRITISH THERMAL UNIT EP EXPLOSION —PROOF, EDGE OF PAVEMENT JT JOINT PS PRESSURE SWITCH UHF ULTRAHIGH FREQUENCY BTUH BTU PER HOUR EQL EQUAL K KEY OPERATED PSC PRESTRESSED CONCRETE U.L. UNDERWRITERS LABORATORY BU BUILT—UP EQPT EQUIPMENT KCM THOUSAND CIRCULAR MILLS PSF POUNDS PER SQUARE FOOT ULT ULTIMATE 201 BUR BUILT—UP ROOF(ING) E TO E END TO END KCP KEENE'S CEMENT PLASTER PSI POUNDS PER SQUARE INCH UNIF UNIFORM BW BOTH WAYS EV EVERGREEN KG KILOGRAM PSIG POUNDS PER SQUARE INCH GAGE UNO UNLESS NOTED OTHERWISE W DIGITS C COURSE, COLD CONDENSER WATER, EW EACH WAY, END WALL KHZ KILOHERTZ PT POINT OF TANGENT UPS UNINTERRUPTIBLE POWER SUPPLY DESIGNATE TYPE DOOR CONVECTOR EWC ELECTRIC WATER COOLER KO KNOCKOUT PTN PARTITION UR URINAL NUMBER 'C DEGREES CELSIUS E.W.T. ENTERING WATER TEMPERATURE KSF KIPS PER SQUARE FOOT .PVC POINT OF VERTICAL CURVE, POLYVINYL U.S. URINAL SCREEN C TO C CENTER TO CENTER EXC EXCAVATE, EXCAVATION KSI KIPS PER SQUARE INCH CHLORIDE UTIL UTILITY C & G CURB & GUTTER EXH EXHAUST KV KILOVOLT PVI POINT OF VERTICAL INTERSECTION V VOLTAGE, VOLT, VENT, VALVE PLANTS CAB. CABINET EXP EXPOSED KVA KILOVOLT —AMPERE PVMT PAVEMENT VAC VACUUM, VOLTS AC CANTIL CANTILEVER EXPN EXPANSIO'+ KW KILOWATT PVT POINT OF VERTICAL TANGENT, PRIVATE VAV VARIABLE AIR VOLUME CAP. CAPACITY EXST EXISTING KWH KILOWATT HOUR PWR POWER VB VAPOR BARRIER PLANT CODE CB CATCH BASIN EXT' EXTERIOR, EXTERNAL L LEFT, LITER, LENGTH OF CURVE QT QUARRY TILE VC VERTICAL CURVE CCTV CLOSED CIRCUIT TELEVISION EXTN EXTENSION LA LIGHTNING ARRESTER 0 ROUND (DIAMETER), PHASE VCT VINYL COMPOSITION TILE CD CEILING DIFFUSER F FIRE PROTECTION WATER SUPPLY, FIRE LAB LABORATORY R RISER, RIGHT, RADIUS VD VOLUME DAMPER QUANTITY CEM CEMENT ALARM, FAN LAM LAMINATE R/W RIGHT OF WAY VDC VOLTS DC CENT. CENTRIFUGAL •F DEGREES FAHRENHEIT LAT LATITUDE, LATERAL RA RETURN AIR VEL VELOCITY COMMENTS CF CELLULAR FLOOR F & T FLOAT AND THERMOSTATIC L.A.T. LEAVING AIR TEMPERATURE RAD RADIUS VENT. VENTILATE CFM CUBIC FEET PER MINUTE F TO F FACE TO FACE LAV LAVATORY RAF RAISED ACCESS FLOOR VERT VERTICAL CFS CUBIC FEET PER SECOND FAB FABRICATE LB POUND RAS RETURN ACTIVATED SLUDGE VEST. VESTIBULE DETAILS &SECTIONS CG CORNER GUARD, CHANGE OF GRADE, FABL FIRE ALARM BELL LCG LACING RBR RUBBER VHF VERY HIGH FREQUENCY CEILING GRILLE FACP FIRE ALARM CONTROL PANEL LDG LOADING RCP REINFORCED- CONCRETE PIPE VIB VIBRATION CH CABINET HEATER, CHORD FC FOOTCANDLE, FAN COIL UNIT LF LINEAR FOOT, LINEAR FEET RCPT RECEPTACLE VIN VINYL ELEVATIONS CHAM CHAMFER LG LENGTH, LONG RCVG RECEIVING VOL VOLUME FD FLOOR DRAIN, FIRE DAMPER ELEVATION NUMBER CHBD CHALKBOARD CHEM CHEMICAL FDC FIRE DEPARTMENT CONNECTION LIQ LIQUID RCVR RECEIVER VM VOLTMETER FDN FOUNDATION LKR LOCKER RD ROOF DRAIN, ROAD VT VINYL TILE 1 CHIS CHISELED LL LIVE LOAD RDCR REDUCER VTS VALVE TAMPER SWITCH CHKR CHECKER, CHECKERED FDR FEEDER LLH LONG LEG HORIZONTAL REC RECESS VTR VENT THRU ROOF 2 3 CI CAST IRON FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET LLV LONG LEG VERTICAL RECIR RECIRCULATING VWC VINYL WALL COVERING SHEET NUMBER WHERE CIP CAST IN PLACE LOC LOCATE RECT RECTANGLE, RECTANGULAR W WEST, SHEET WHERE ELEVATION WATT, WIDE, WATER MAIN OR IS DRAWN CIRC CIRCULAR, CIRCUMFERENCE FES FLARED END SECTION ELEVATION,SECTiON CJ CONSTRUCTION JOINT, CONTROL JOINT FGL FIBERGLASS LONG. LONGITUDINAL RED. REDUCING SERVICE LINE OR DETAIL - 'IS TAKEN CKT CIRCUIT FH FIRE HOSE LPT LOW POINT REF REFERENCE W/ WITH FHC FIRE HOSE CABINET LPR LOW—PRESSURE RETURN REFL REFLECTED W/0 WITHOUT CL, E CENTER LINE FHYD FIRE HYDRANT LPS LOW—PRESSURE STEAM, LOW PRESSURE SODIUM REFR REFRIGERATOR WA WAINSCOT CLG CEILING FIG. FIGURE LR LONG RADIUS, LINEAR REGISTER REHT REHEAT WAS WASTE ACTIVATED SLUDGE CLJ CONTROL JOINT FIN. FINISH LS LUMP SUM, LIMIT SWITCH REINF REINFORCE, REINFORCEMENT, REINFORCED WB WIND BEAM, WET BULB CLO CLOSET LT LIGHT REM REMAINDER WC WATER CLOSET FL FLOOR,.. FLASHING CLOS CLOSURE �. FLAT OVAL LTG LIGHTING REQD REQUIRED WD WOOD, WIDTH CLPR CALIPER LV LOW VOLTAGE RESIL RESILIENT WDO WINDOW CLR CLEAR � FLEX. FLEXIBLE FLG FLANGE LVR LOUVER REV REVISION WFD WATER FLOW DETECTOR CLSD CEILING LINEAR SLOT DIFFUSER FLSH FLASHING LW LONG WAY RF ROOF, RADIO FREQUENCY WG WATER GAGE CLSR CEILING LINEAR SLOT RETURN LWC LIGHTWEIGHT CONCRETE RFI RADIO FREQUENCY INTERFERENCE WH WALL HYDRANT REVISION DATE DESCRIPTION BY APP FLUOR FLUORESCENT C.O.G. CHANGE OF GRADE LWL LOW—WATER LINE RFG ROOFING WHA WATER HAMMER ARRESTER SEAL DESIGNED NORTHWESTERN REGIONAL JUVENILE CM CENTIMETER FOB FACE OF BUILDING FOR. FUEL —OIL RETURN L.W.T. LEAVING WATER TEMPERATURE RFGT REFRIGERANT WI WROUGHT IRON CMP CORRUGATED METAL PIPE FOS FUEL —OIL SUPPLY M . METER, MANUAL, MICROPHONE JACK, MOTOR RFH ROOF HATCH WL WIND LOAD, WATER LINE DETENTION FACILITY CMPSN COMPOSITION MACH MACHINE RL ROOF LEADER, REFRIGERANT LIQUID WP WORKING POINT, WEATHERPROOF DRAWN WINCHESTER VIRGINIA CMU CONCRETE MASONRY UNITS FOV FUEL —OIL VENT a.zn_ , MAIL MATERIAL RM ROOM WPF WATERPROOFING CND CONDUIT FPM FEET PER MINUTE CHECKED MAX MAXIMUM RND ROUND WS WATER SURFACE, WATERSTOP� CNDCT CONDUCTIVE FPRF FIREPROOF" GENERAL MBH 1000 BTU PER HOUR RO ROUGH OPENING WST WASTE 5� 7, CNDS CONDENSATE CONDUITS FR FRAME, FROM n ' FRICT FRICTION MBR MEMBER RPM REVOLUTIONS PER MINUTE WT WEIGHT :. APPROVED yi i CO CLEANOUT, COUNTY MCC MOTOR CONTROL CENTER RPTA REPEATER WTR WATER . A' 'f ti fi - 7 n FRZR FREEZER ABBREVIATIONS AND LEGENDS COL COLUMN FS FAR SIDE, FULL SIZE, FLOW SWITCH MECH MECHANICAL RS REFRIGERANT SUCTION WWF WELDED WIRE FABRIC �" # SUBMITTED COMB. COMBINATION FT FOOT MJ MECHANICAL JOINT RTE ROUTE XARM CROSS ARM Tu, COMP COMPRESSION, COMPRESSED MEMB MEMBRANE S SOUTH, SANITARY SEWER, SPEAKER, XFR TRANSFER CONC CONCRETE FTG FOOTING MET. METAL SWITCH, SUPPLY XFMR TRANSFORMER d� — r,. FUR FURRED, FURRING r, � HAYES, SEAM, MATTERN & MATTERN, INC SCALE COMM. COND CONDUCTOR, CONDUCTIVE, CONDENSER, CONDENSATE FURN FURNISH MFR MANUFACTURER SA SUPPLY AIR XMTR TRANSMITTER '"�^•�^ AS NOTED NO. 7369 CONN CONNECT, CONNECTION MGD MILLION GALLONS PER DAY SAN SANITARY YD YARD ARCHITECTS — ENGINEERS — PLANNERS - FUT FUTURE DATE SHEET CONST CONSTRUCTION MH MANHOLE, MOUNTING HEIGHT, METAL HALIDE SCHED SCHEDULE YHYD YARD HYDRANT ROCKVILLE, MARYLAND 12/19/96 G2 7369G2 7369 11/25/96 ACAD Q PLOT SCALE: 1=1 XREFS: NONE BID — FY — 10 6 SPECIFIC OCCUPANCY AREAS INCIDENTAL TO MAIN USE (302.1.1 ) SMOKE PARTITION EXISTING BUILDING u Fire Separation Assemblies: 3 HR ® Existing Wall Between New & Existing Uses Indoor Recreation(*) 1753 Gr.SF 15 Gr. 117 Occ. 16 Occ. No Rating— Outdoor Area Of Refuge(*) 3462 Gr.SF 15 Gr. 231 Occ. 50 Occ. KEY PLAN GENERAL BUILDING LIMITATIONS Specific Occupancy Area — (302.1.1) Administration/Support 6473 Gr.SF 100 Gr. 65 Occ. 14 Occ. Construction type: 2B (Non—Combustable, Protected) Assumed for review. (*) NON —SIMULTANEOUS OCCUPANCY NOT 0 SCALE Sprinkled? Yes / No (13 13R 13D): NA TOTAL ACTUAL OCCUPANCY = 60 PERSONS FIRE PROTECTION. PLAN Fire District? Yes No 0/ Fire Partitions: 1 HR — AS SHOWN ON PLAN SCALE: 1 /8"=1'-0" Building Height: 22 Feet Number of Stories 1 Smoke Barriers: 1 HR — AS SHOWN ON PLAN (410.6) PER 302.1.1 Capacity Of Egress (Table 1009.2 or 1011.3/1017.3) Number Of Exits: Mezzanine: Yes / No Draftstopping: Above Ceiling ® Cells & Day Rooms Location Drs.Ramps.Corr(,2/Oc) Min.Allowable (clear) New Bldg. 32.6" (Calc) 44"Corr/32"Drs Table 10112 2 High Rise? Yes / No Exterior Loadbearing Walls: 0 — Cell Block 3.2" (Calc) 44"Corr/28"Drs(*) 1 LEGEND Gross Building Areas: Exterior Nonloadbearing Walls: NA — Indoor Rec. 17.2" (Calc) 44"Corr/32"Drs(*) 2 Total 1st Floor Existing & New 35,891 Sq.Ft. Other Nonloadbearing Partitions: 0 — (*) 36" IF MORE THAN 50 OCCUPANTS REVISION DATE DESCRIPTION Total New Construction 19,831 Sq.Ft. Interior Loadbearing Walls, Girders, Trusses: 0 — Allowable Dead End Condition(1011.2): 50 Ft. SMOKE COMPARTMENT SEAL DESIGNED NORTHWESTERN REGIONAL JUVENILE Columns, Allowable Common Path Of Trovel(1006.7): 100 Ft. Area Modifications to BOCA Table 503 Structural Wall Supports 0 — Exit Access Travel Distance(Table 1006.5): 200 Ft. (W/Sprinkler) _ EXISTING WALL 3 HR FIRE SEPARATION DETENTION FACILITY Special Locking Arran gem ents(1017.4.12,1017.4.13,1017.4.5): Complies Allowable Tabular Area Table 503 100% ( ) Floor Construction Incl' Beams: g 0 — HC Accessible Entrances 1106.0 >50% ( ): (BETWEEN NEW & EXISTING USES) DRAWN WINCHESTER, VIRGINIA % Increase For Open Perimeter 124% Roof Construction Incl'g Beams, Columns, Girders, Trusses: 0 — LIFE SAFETY SYSTEM: . 1 HOUR FIRE RATED CHECKED % Increase For Automatic Sprinklers 2M Vertical Shafts: 2 — Emergency Lighting and Exit Signs Yes / No ARCHITECTURAL Total % Factor & Conversion Factor 424% (4.24) Interior Finishes: Fire Alarm and Smoke Detections Systems Y® / No Panic Hardware Yes / No AO DISTANCE LESS THAN 50' (SECT. 410.7.1) NO SMOKE APPROVED FIRE PROTECTION Adjusted Tabular Area 8,465 Sq.Ft. Smoke Development: <450 PARKING SPACES: Total Provided: 26 BARRIER REQUIRED BETWEEN CELLS & DAY ROOM PLAN Handicap Spaces Provided: 3 SUBMITTED Flame Spread: <75 (To Accomadate 13 Staff, 3 Visiting Staff, and 10 Visitors) NOTE: 1. SMOKE VENT / SKYLIGHT 7369 10/21/96 ACAD VV PLOT SCALE: 96 XREFS: NONE 2. SLIDING DOORS SHALL COMPLY W/ BOCA 410.3.2 , 410.3.6 ALSO 410.4.2 SECURITY CAMERA 147 SECURITY DOORS ® SECURITY WINDOW NOTE: SEE SPECS FOR SECURITY TYPE. DETENTION PLAN SCALE: 1 /8"=1'-O" EXISTING BUILDING KEY PLAN NOT TO SCALE v 3�..� 7369 10/21 /96 ACAD MV PLOT SCALE: 96 XREFS: NONE I I ARCADIA MOBILE PARK ------------ -- r- LC coI r Q / z 99.81C�c'i -686- Z 9 -6z - TB-4 i 130.79 �'c o '0 70 '00 p 1 TIRE LANE ACCESS cD EE SHEET C4 i- yCID LnTB —1 I in CURB CUT FOR FIR LANE 0 SEE DET SHT C4 --- Q d p 4 ARISTOCRAT CALLEkRY , `�:'_:" 06 P AR —SEE NOTE 8 � yob s .V, - _ - - - - ( .tom O --' 2 �• '=' -'' :� O LL' s s Ln 24, BOLLARD (TYP) - SEE` f _ DET SHT C4 & NOTE 9 VAN ACCESSIBLE ,V CONC TRANSFORMER PAD SIGN -SEE NOTE 5 SEE SHEET E2 — - N �, 0) 1 ____ _ i � - HC_ SIGN r®I SEE NOTE 5ijg EXISTING ONE STORY CG-12 BUILDING a b ¢£TYP, ®� c CN ( ) CONN 8 S TO EX MANHOLE F �.� �� _ - I s - = RECHANNEL AS REQ'D r2, c/) Q: I �► 15 a 4 I I < / 4®-�- 3 ARISTOCRAT CALLERY PEAR -SEE NOTE 8 -=r — r � � -,� cc LO f I 00 OCRQD r .I NOTES: _ - r x 1. ALL CONSTRUCTION SHALL CONFORM TO FREDERICK COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS / AND SPECIFICATIONS EXCEPT AS NOTED. 2. ALL SURVEY DATA CONCERNING EXISTING STRUCTURES, UNDERGROUND UTILITIES, BOUNDARY AND TOPOGRAPHY HAS BEEN FURNISHED BY f '' / GREENWAY ENGININEERING. L'.j 3. ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING OR SSA WALL, EDGE OF PAVEMENT OR CENTERLINE OF UTILITIES. / z Q 4. FOR STRIPING AND HANDICAPPED SYMBOL, SEE SHEET C4. C / - 5. ALL SIGNS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. VAN -ACCESSIBLE HC SPACE SHALL INCLUDE VPN ACCESSIB E S L IGN IN ADDITION TO STANDARD HC SIGN. SEE SHEET C4. 6. FOR GRADING, DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN I HEREBY CERTIFY, TO THE: BEST OF MY KNOWLEDGE AND Dr-LitS THAT ALL EXISTING TOPOGRAPHIC INFORMATION HEREON IS TRUE AND SHHvg6�0019 BEST POSSIBLE ACCURACY. RK D. v No.4()20!)9 10 IV AS AV 'el n jr J"Z) s UR v E'(O ' rl% 7369 ' 7369 10-10-96 ACAD SD PLOT SCALE: 1=30 XREFS: 7369EXST, 7369PRCP E ESHEET 2 C. 7. FOR SANITARY SEWER PROFILE, SEE SHEET C4. 8. PLANT FIVE (7) ARISTOCRAT CALLERY PEAR TREES 6 TO 8 FEET TALL, 40 FEET APART WITH 5 TO 6 FEET SPREAD (B&B). SEE PLANTING DETAIL SHEET C4. 9. FOR LOCATION OF BOLLARDS, SEE ARCHITECTURAL SHEET A2. o r CQ' ADJUST WATER VALVE BOXES TO NEW GRADE SITE TABULATION SITE AREA 20.00 AC PROPOSED GROUND FLOOR AREA 19831 SQ. FT. PROPOSED TOTAL FLOOR AREA 19831 SQ. FT. BUILDING HEIGHT 22.' FAR 0.20 (FOR PROPERTY INFORMATION SEE SHEET C3) WIDTH SHOWN ON PLANS �) 2" 8" AGGREGE BASE (21 A) r= _j =- CONCRETE PAVEMENT SECTION NO SCALE NOTES : 1. PROVIDE TURNDOWN AT ALL EDGES OF THE PAVEMENT 2. PROVIDE EXPANSION JOINT AT THE WALLS EXPN JT W/ 1 /2" PREMOLDED JT FILLER CONTRACTION JT 6X6-W1.4� `- 4" AGGREGATE BASE (21 A) W1.4 WVII'F COMPACTED SUBGRADE CONCRETE WALK NO SCALE SLOPE PER GRADING PLAN CG-6 MATCH PAVEMENT � , '7/\j GRADE [_.12 6" AGGREGATE _ BASE (21B) - = =--- SLOPE PER GRADING PLA' CG-6 MATCH PAVEMENT //\j 7 GRADE 12" 3" ASPH CONC BASE (BM-2) 8" AGGREGATE BASE (21 A) SUBGRADE PREPARATION 6" AGGREGATE BASE (21 B) _PAVEMENT_SECTION NO SCALE 2" ASPH CONC SURFACE (SM-2A) 8 AGGREGATE BASE (21 A) A SUBGRADE PREPARATION PAVEMENT SECTION, NO SCALE INAI S!T'E PLA f7 _ AT �= SEAL —/ c i TACK �1 1 /2" ASPH CONC SURFACE (SM-2A) COAT TACK COAT 2" ASPH `CONC SURFACE (SM-2A) I EXST PAVEMENT PAVEMENT SECTION - NO SCALE qJ7 1996 MCEIVED 1r THE Sl�KEr � GRAPHIC SCALE 30' 15' 0 :30' 60' REVISION DATE DESCRIPTION BY APP DESIGNED SPL NORTHWESTERN REGIONAL JUVENILE DETENTION FACILITY DRAWN SD WINCHESTER, VIRGINIA CHECKED FM CIVIL APPROVED CRP DIMENSIONAL LAYOUT, UTILITY SUBMITTED W'P AND PAVING PLAN HAYES. SEAM. MATrERN do MATTERN. INC SCALE COMM. AS NOTED NO. 7369- ARCHITECTS — ENGINEERS — PLANNERS DATE SHEET ROCKVILLE, MARYLAND 12/19/96 c1 _TD - Fy - I I I I II I / FORT COLLIER GROUP, L.C. ARCADIA MOBILE PARK N 00 co o 603.16' �� S46°13'37"E _ _ - - - - '--------- 1 x x X X X---X 687 I _k -i i \ i 10 c0 25 B.R.L. -�- k 00 SF 6 85. 4 6 6 clq 686 .8 � I i w " 687.8s ,,� �� Q X �� ,� SF ,/ �., IIi w 688.33 Q I x olCI x 687.8 ,'\, > �' I x 6 J,9 687. d'� ,Q \ NI I� �� REMOVE EX \ �w -->�86--- i 6 ItD �A\ z I � I , 87.8 ' X 68.8 TC C I x 688.00. 688.0 �,� jp SD �F N, C x '9 'j0 TC 15 FLq p1� �'>.TC - �S 6 86.80 6� 688.83 8 87 O 6' 88.33 >D C 6� I <9 2 �0 TC 1 Lo 88.48 �' �� 688 3 86.3 T t I ' x �� 6 .71 1687.8 p x C T ,& CAP 88. Q , I EX G UNDER 687' 8 88.33 87.0 6a jp O II I DR IN X II ' 687.8 1 • 686.E I 686.1 W Q g Y 686 847.90 - µ 687.50 I - X x Y 0 ---� �8�._ S53-' I �1 7.53 - REMOVE EX ENDWALL 0 I / 68AF + 687. i/ °C NRT�X 18 RCP TO I 6:8 7.3 -,n _ I 6�6 �1EWLET _ _ T� ,. s I _- TC - R" j x II -- 688.4 687.59 � III x I �----- ---- 86.85+ 2 1 r: 4 I TC X - -; 6 87.'p _ e8 ' x il' ---- ^ I ti 22'-12"CMP @ 1% INV 685.22 UPPER ENDS r; INV 685.60 (LOWE ,' &; . X III J I' ,, a. escd_\ - EXISTING ONE STORY BUILDING 4, �- 1 �6' F.F. ELEVATION = 687.00 K STORM DRAINAGE STRUCTURE SCHEDULE STORM DRAIN TYPE OF RIM/GRATE REMARKS STRUCTURE STRUCTURE ELEVATION N0. 1 DI-3A 685.85 L=8' W/4'x6' BACK OPENING BACK THROAT EL. 684.00 *10 YI-1 686.70 YARD INLET W/1 SIDE (NW) OPENING, THROAT EL. 685.53 11 DI-3A 686.27 L=6' 15 ES-1 - 15" END SECTION * FAIRFAX COUNTY STANDARD YARD INLET STORMWATER MANAGEMENT FLOW CALCULATIONS AREA UNDER CONSIDERATION 0.94 ACRE TIME OF CONCENTRATION Tc = 10 MIN RAINFALL INTENSITY (10 YEAR STORM) I = 5.54 C (GRASS) = 0.2 (PRE) C (IMPERVIOUS) = 0.9 (POST) Q=CIA Q = 0.9x5.54xO.94 = 4.68 (POST) INCREASE IN FLOW = co NOTE: "� Q it I I 1 1 00 00 co I' I �----- -----� - SD � 00 1 I ! SF ;I----- ---- i 686.19 685.71 ' ` 1=saa=�==a=== 687.05 68 TC u, y -X_ - ---x\ o 685.85 BENCHMARK EL = 688.28 x �SO 26 TOP OF FIRE HYDRANT - o _ m TC ° TC _ 687.48 686.85 CE O jp � ASEMENT l 20' UTILITY E 00 00 co co - - - - - _ CONN TO EX MANHOLE - - RECHANNEL AS REQ'D ' LEGEND v, , ooCE CONSTRUCTION ENTRANCE / ��o0 0n O �Lm� ti Q X X x- SF SILT FENCE 0 N jp INLET PROTECTION SEAL Q = 0.2x5.54x0.94 = 1.04 (PRE) 4.68 - 1.04 = 3.64 CFS ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. GRAPHIC SCALE 7369C2 736269 10-02-96 ACAD SD 4 PLOII 30ALE: 7369EXEREFS369PROP BID - FY - FORT COLLIER GROUP 54-A-36A ZONING: M-1 USE: VACANT I I I FORT COLLIER GROUP 54-A-36D ZONING: M-1 USE: FORT COLLIER LEASE I BIULDING #1 & #2 ZUCKERMAN, AARON & MARTRESSA 54-A-36C ZONING: M-1 USE: VACANT I I i Q O o B & D ENTERPRISES 54-A-81 A ZONING: M-1 USE: MCDOLE FURNITURE / 6' O i i i i i i i i i USE: I I I I FORT COLLIER GROUP 54-A-36A ZONING: M-1 USE: FORT COLLIER LEASE BUILDING #3 I I I I -- - - 643.53' S43°29'17"E, 314.35' _------ -_- S46°13'37"E, z 1 C,4 ►0-) (/ tz �i � N� i ARCADIA MOBILE PARK, INC. 54-A-91 ZONING: MH-1 USE: RESIDENTIAL I cn w U; FORT COLLIER GROUP 54-A-36A ZONING: M-1 POD 1 POD 2 I I USE: VACANT i REGIONAL ADULT DETENTION CENTER I 0 I COUNTY OF CLARKE - COUNTY OF FREDERICK & CITY OF WINCHESTER 54-A-92B ZONING: M1 Co44 / Roq � \ �60' \6 (EXISTING STORMWATER DETENTION FACILITY) i �T 73 \ 4 A3�999 T 80 0 0� 77.A4' WHITMIRE, TERRY6 L 0.00' 54-A-81 F ZONING: M-1 , WINCHESTER ELECTRIC S i EVERETT, 0 & J PRENTISS, L SPANGLER C/O OIL EQUIPMENT PROPERTIES 54-A-81 J ZONING: M-1 USE: JONES & FRANK GRAPHIC SCALE OWNER CLARKE COUNTY, FREDERICK COUNTY AND CITY OF WINCHESTER 107 N. KENT STREET WINCHESTER VA 22601 TEL: (540) 665-6391 HOWARD SHOCKEY & SONS, INC. P.O. BOX 2530 WINCHESTER VA 22604 TEL: (540) 665-3246 DESIGNER HAYES, SEAY, MATTERN & MATTERN 1355 PICCARD DRIVE, SUITE 350 ROCKVILLE MD 20850 TEL: (301) 670-5800 7369C3 7369 10-21-96 ACAD SD PLOT SCALE: 1=60 XREFS-. NONE .• • .• • .• _ EX EX Q Q D D T S-7 M m w TU U Ir- w c� w695 695 T 695 695T — U J w --- Z m w F— O Lj U PROP PROP o o Z D BLDG PROP BLDG 690 GRADE Q z EX GROUND GRADE EX GROUND GRADE -- PROP ROP PROP A7 z_ a Ex GROUND GRADE EX H/W EX H/W EX GROUND 6" CONC CURB m m m --- `-- - - - O D ------------- - 685 T4 -- — - — EX ---"-- i IV ®0.85% 18"RCP I 'RCP ----- " RCP -- --- --- 40V 1.50� 8 S ®0. Ex 8"s 42 -15 RCP 'K;83.98 683.26 683.78 J '-15"RCP 683.7 CL 84.30 -- PVC 683.70 CL IV ® 1.00% 682.7 CL IV ® 1.00% FLOW LINE 680 EXPANSION JOINT MATERIAL A 682.3 2'-0" CONC GUTTER FACE OF THE CURB AT THE NE CORNER OF PARKING LOT OQ 0 QN O ±0 CD 1 10 olPLAN SANITARY SEWER PROFILE STORM DRAIN PROFILES SCALE: HORIZ 1 "=30' SCALE: HORIZ 1 "=30' VERT 1 "=5" VERT 1 "=5' 2'-0" ENTRANCE WIDTH 20' 2'-0" CURB TRANSITION CURB TRANSITION BACK OF DEPRESSED CURB I I FLOW LINE LINE OF CENTER SYMBOL CURB OR BETWEEN PARKING --------- I --- I EDGE OF------------------3 — PAVEMENT STRIPES CD 7-1 /2'--� o ELEVATION SUBSURFACE COMBINATION CONCRETE CURB AND GUTTER 6" DIA + 3" " VAN -ACCESSIBLE , 6" TYP —� CONC �i CURB 2'-0" 6" 12 x 6 WHITE PAINT _ TYP. PARKING SIGN � STANDARD ��---, ---�_ NO SCALE N ATTACH SIGN TO POST SIGN ° ° G 1 R WITH 3/8" GALV. BOLTS , ; 1 " AT G ° FLOW LINE G I I a ° G G 3'—O" RESERVED SECTION A —A ENLARGED CURB AND GUTTER DETAIL HANDICAPPED SYMBOL (TYPICAL FOR ENTRANCE WIDTH ONLY) PARKING NO SCALE U—TYPE ROLLED RAK STEEL POST FINISH GRADE CONCRETE ENTRANCE APRON DETAILS _ NO SCALE AS INDICATED 4'TYP. I I Z 45' I I I I I I Ln SOLID YELLOW PAINT LINE(TYP.) L - J .O HANDICAPPED PARKING SIGN PAVEMENT STRIPING SIGN INSTALLATION DETAIL SEED AND MULCH NO SCALE NO SCALE 4" TOP SOIL DETAIL NO SCALE j/ 41, 12" AGGREGATE (21 A) SUBGRADE PREPARATION FIRE LANE ACCESS SECTION. NO SCALE SELECTIVELY PRUNE CROWN 2"x2" CEDAR STAKE 4" STEEL PIPE FILLED DO NOT CUT CENTRAL LEADER 36" LENGTH WITH CONCRETE W/ "CONE" TOP AND PAINTED YELLOW REINFORCED RUBBER HOSE TREE WRAP GRAPHIC SCALES #12 GAUGE WIRE - TWISTED TREE WELL 2-STRAND. ATTACH ® FIRST ROOT BALL BRANCH OR 1 /3 UP TREE #11 GAUGE WIRE 5, 5, 0 5 10' _ o pooLzim F 4" MULCH AS SPECIFIED \ I CONCRETE FILL 3" SAUCER AROUND TREE - - - - 30' 15' 0 30' 60' GUYING STAKE ��I =III-1 II -III I- 1" = 30' n i —III I I —III —I I I CLEAN BACKFILL Iliiill / 11�11— PLAN VIEW 6" UNDISTURBED SOIL- / III 14" DO NOT COMPACT =III=III-III-III- =_=1 =III Ili -I I I I I II 11111= REVISION DATE DESCRIPTION BY BOLLARD DETAIL TYP TREE STAKING DETAIL NO SCALE NO SCALE 7369C4 7369 10-02-96 ACAD SD PLOT SCALE: 1=30 XREFS: J-- EROSION AND SEDIMENT CONTROL NARRATIVE DESCRIPTION: CONSTRUCTION OF A JUVENILE DETENTION FACILITY, INCLUDING: BUILDINGS, PARKING LOTS AND ROADWAYS. EXISTING CONDITIONS: THE MAJORITY OF THE DRAINAGE FROM THE SITE IS CONVEYED INTO EXISTING STORMWATER MANAGEMENT POND BY MEANS OF THE CLOSED PIPE SYSTEM. THE ENTIRE SITE IS GRASS COVERED. SOILS: THE PREDOMINANT SOILS ARE: CLAYEY SILTS AND SILTY CLAYS (MH AND CH). EROSION AND SEDIMENT CONTROL: NOT MORE THAN 14 CALENDAR DAYS WILL ELAPSE WITH ANY DISTURBED AREA REMAINING DENUDED. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED OR COVERED WITH BASE MATERIAL AS SOON AS POSSIBLE AFTER FINAL GRADING. CRITICAL SLOPES TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING OR SODDING AND PEGGED WITHIN 14 DAYS AFTER START. SEDIMENT CONTROL PROGRAM: A. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. B. INSTALL SILT FENCE. C. INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS. D. COMPLETE ALL CONSTRUCTION OPERATIONS. E. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED, EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED AND THE GROUND PERMANENTLY STABILIZED WITH VEGETATION UPON THE APPROVAL OF THE COUNTY INSPECTOR. MAINTENANCE PROGRAM: A. THE SITE SUPERINTENDENT, OR HIS/HER REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION OF ALL MECHANICAL CONTROLS AND NEWLY STABILIZED AREAS (i.e. SEEDED AND MULCHED AND/OR SODDED AREAS) ON A DAILY BASIS, ESPECIALLY AFTER A HEAVY RAINFALL EVENT TO ENSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY INCLUDING RE —SEEDING AND MULCHING OR RE —SODDING IF NECESSARY. MATERIALS CONSTRUCTION OF SILT FENCE (WITHOUT WIRE SUPPORT) Fj NO SCALE 1. SET THE STAKES 6' MAX 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND TT T\ IT/1 TI II— TmrNCH. 2. EXCAVATE A 4" X 4" TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B SHEET FLOW INSTALLATION (FRONT ELEVATION) CONSTRUCTION SPECIFICATIONS 3' M A X ,�� '+iii i�ii��ii�.Y� . . , . • • . , . , . . �+ • • iii iri i101 ii��tt��r� . . . • iii lolml �r�I'� iii iii�rt�i �� • • � � � � � • � • � � � • � ism mono', IN IN log moo. �+.r1� IN ��',ie� II, � • 1 � 1 • I . 1 , 1 . 1 .. •►�—��.�u iii\��s�`i(�1. ��%►::::::::::::::::�::::::::::::::::::::::::: �:::�� r t�I•``I�►IWL •►I�I.� I.�T. t•,t�Iu Imo• I.�"� �:1.�.�1� CONCF GRAVEL FILTER BLOCK & GRAVEL CURB INLET SEDIMENT FILTER nlloo INLET RE MESH SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. STONE CON NO SCALE FILTER CLOTH EXISTING GROUND VDOT #1 COARSE AGGREGATE POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE REINFORCED C........� TI ON 70' MIN ENTRANCE 3' 6" MINT SIDE ELEVATION 70' MIN WASHRACK (QPTIONAL) -7j" oAj� I( N h O'MIN PLAN VIEW 12' MIN FILTER CLOTH SECTION A -A - 7" 6' SECTION B-B EXISTING 5:1 PAVEMENT `-MOUNTABLE BERM (OPTIONAL) 0z z �' ■ H 1 O'MIN Q �Y-)A xw w w< O Q wo 00 wry 1O'MIN * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 3"MIN 3"MIN CONSTRUCTION SPECIFICATIONS THE AREA OF ENTRANCE MUST BE EXCAVATED A MINIMUM OF 3 INCHES AND MUST BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS. CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED. IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A "MOUNTABLE" BERM WITH 5:1 SLOPES WILL BE PERMITTED. THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR NONWOVEN FABRIC CONSISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CONFORM TO THE PHYSICAL PROPERTIES NOTED IN TABLE 3.02-A. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. REVISIONI DATE I DESCRIPTION BY APP SEAL DESIGNED FM NORTHWESTERN REGIONAL JUVENILE DETENTION FACILITY DRAWN SD WINCHESTER, VIRGINIA CHECKED FM CIVIL APPROVED CRP EROSION AND SEDIMENT SUBMITTED WP CONTROL NOTES AND DETAILS * GRAVEL SHALL BE #3, #357, OR # 5 COURSE AGGREGATE. 7369 10-07-96 ACAD SD PLOT SCALE: 1=1 XREFS. NONE HAYES, SEAY, MATTERN & MATTERN, INC SCALE COMM. AS NOTED N0. 7369 ARCHITECTS — ENGINEERS — PLANNERS DATE SHEET ROCKVILLE, MARYLAND 12/19/96 C5 SPRINKLER SYSTEMS TEST DRAIN HC 4"U P TO onnr7 MID n TKI ROOF DRAIN PLUMBING FLOOR PLAN SCALE: 1 /8"=1'—O" 12" STORM SEWER INVERT ELEV. 384.55 8" SANITARY SEWER INVERT ELEV. 383.64 SEE 1 /4" SCALE DRAWING OF THIS AREA SHEET P3 NOTES THIS SHEET 1. SEE SYMBOLS AND ABBREVIATIONS ON SHEET MP1. 2. THE VEHICLE SALLY PORT, ROOM 121 IS AN UNHEATED AREA AND SHALL BE PROVIDED SPRINKLER COVERAGE BY DRY SIDEWALL SPRINKLER HEADS CONNECTING TO THE WET SPRINKLER PIPING SYSTEM. 3. DETOX TOILET (FIXTURE P-1 D) SHALL BE PROVIDED 1" WATER SERVICE BY SEAMLESS MALLEABLE COPPER THROUGH 3" PVC PIPING. PROVIVE VACUUM BREAKER AT SOLENOID VALVE TO SERVE THIS UNIT. GRAPHIC SCALES i 4' 2' 0 48' 1 /4" = 1'-0" 7369P1 7369 12/18/96 A;AD DFC PLOT SCALE: 1=96 XREFS: 7369 4 ry 0 ^�� 4v r) Q O ry W Y O O ry m of 40 20' UTILI "bow t fjJ r �cJ ' r Q a / / � O t t NEW LOCATION OF POLE MOUNTED LIGHT & CAMERA RELOCATE POLE MOUNTED LIGHT & CAMERA OUTSIDE OF COURTYARD r-- 25' B.R.L. 00 w V w v I LIGHT POLE TYPE—T, WITH TWO CAMERAS #C-23 & #C-24. .0 16'. 603ARCADIA MOBILE PARK FORT COLLIER GROUP, L J � — -- --- _ S46°13'37"E — — — — — — — —------------_ `687 �t/' �i 6 V ELECTRICAL DUCTBANK FOR EMERGENCY POWER RELOCATE POLE MOUNTED LIGHT & CAMERA 200—AMP FUSED DISCONNECT SWITCH NEW LOCATION OF POLE MOUNTED LIGHT & CAMERA EXST. GENERATOR 20' UTILITY EASEMENT HANDHOLE ATTACH GROUND TO LIGHTING STANDARD (TYPICAL) 4" MAX. 24" DIA, FORMED FOR SMOOTH SURFACE ABOVE FINISHED GRADE ANCHOR BOLT FINISHED GRADE—\ PVC SCHEDULE 40, ENCASE IN CONCRETE, CONDUIT NO. AND LOCATION AS REQD-- 24" DIA AUGERED HOLE WITH CONCRETE CAST AGAINST SOIL WALLS-- I 3" CLR I�1 3 TIES 4" AT TOP 4 1 /2" I'M EXOTHERMIC WELD w •• 6#6 EQUALLY SPACED —t #3 TIES 3/4"OX10'-0" ® 12 GROUND ROD FOUNDATION DETAIL FOR LIGHTING FIXTURE TYPE NO SCALE 12" 1 TRANSFORMER 12" PRIMARY & SECONDARY CONDUITS SECONDARY SPARE f1 /2„ CHAMFER DUCTBANK DETAIL TYPICAL 6 SCALE: NONEcr 4 i � •I I I I _ s COMPACTED I I I I \ \�— ` GRAVEL 18"X30" R. J.P.A.'... SD M 1 SEE NOTE BELOW SEE NOTE BELOW J SECTIOti 36" RADIUS HOT—DIPPE GALVANIZED STEEL ELBOWS NOT TO SCALE NOTE: CONTRACTOR SHALL PROVIDE AND INSTALL ONE 4" PRIMARY SPAR AND ONE 4" SECONDARY SPARE CONDUIT STUBBED OUT TO 60" BEYOND TRANSFORMER PAD. SPARE CONDUITS SHALL BE CAPPED CONCRETE PAD GROUND ROD 3/4"x10'—O" AT 6" BELOW GRADE AND MARKED WITH CONCRETE MONUMENTS. SITE PLAN � /� � � -G � LONG COPPER COVERED /`� STEEL, TYP OF 4 SCALE: 1 " = 30' d a d d OUTLINE OF PAD TRANSFORMER GRAPHIC SCALE 12" MINIMU ° MOUNTED TRANSFORMER SECONDARY TYPICAL COMPARTMENT 30' 15' 0 30' 60' \ a •- - 1" = 30' 24" MINIMUM TYPICAL EXTEND AND CONNECT TO GROUND PANEL "MDP" I , � BOND TO t {� TRANSFORMER R G "� REVISION DATE DFS(RTPTTC)N EXHOTHERMIC� WELD TYP INCOMING COMPARTMENT #4/0 BARE GROUND CONDUCTOR TYP PAD MOUNTED TRANSFORMER DETAIL NOT TO SCALE 4" CONDUIT TYPICAL 3000 PSI CONCRETE PRIMARY SPARE 6"x6"-W2.9xW2.9 WELDED - WIRE FABRIC IN CENTER OF SLAB FINISHED GRADE _ -- - - ACAC CWE PLOT SCALE: 1=30 XREFS: 7369EXST,PROP �r,_i FY - i T OF DRAWINGS GENERAL Gl TITLE SHEET G2 ABBREVIATIONS AND LEGENDS a G3 FIRE PROTECTION PLAN G4 DETENTION PLAN CIVIL Cl DIMENSIONAL LAYOUT, UTILITY AND PAVING PLAN C2 GRADING, DRAINAGE, AND EROSION AND SEDIMENT CONTROL PLAN C3 PROPERTY PLAN G ONA C4 SITE DETAILS AND PROFILES C5 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS ARCHITECTURAL Al SITE/ ROOF PLAN A2 FLOOR PLAN A3 REFLECTED CEILING PLAN A4 EXTERIOR ELEVATIONS A5 BUILDING SECTIONS, PARTITION TYPES AND DETAILS A6 DOOR AND WINDOW DETAILS A7 DOOR AND WINDOW TYPES, CONTROL ROOM AND SECURITY DETAILS A8 ENLARGED PLANS AND ELEVATIONS -ILN -iL 11 D 11 -L-i -LN t -L 0 J-N -L -L-k- C -1L JL --JL A9 WALL SECTIONS AND DETAILS A10 WALL SECTIONS AND DETAILS All MISCELLANEOUS DETAILS STRUCTURAL S1 GENEr-.AL NOTES AND TYPICAL DETAILS S2 FOUNDATION PLAN S3 ROOF FRAMING PLAN S4 FOUNDATION DETAILS AND SECTIONS D 1:-R C K C 0 S5 FRAMING DETAILS AND SECTIONS MECHANICAL/PLUMBING MP1 SYMBOLS AND GENERAL NOTES M1 HVAC PLAN M2 HVAC DETAILS M3 SCHEDULES AND CONTROLS qPLUMBING P ZONING ADMINISTRATOR APPROVAL BLOCK �`��®�� P1 PLUMBING FLOOR PLAN P2 SCHEDULES, DETAILS AND GAS RISER DIAGRAM P3 SANITARY AND STORM RISER DIAGRAM SIGNA U DAT t 5 J SITE PLAN SHALL BE VALID FOR FIVE (5) YEARS ELECTRICAL s FROM DATE OF APPROVAL g1 E1 SYMBOLS, SCHEDULES AND NOTES E2 SITE PLAN E3 LIGHTING PLAN E4 POWER PLAN E5 AUXILIARY SYSTEMS PLAN E6 PANEL SCHEDULES AND SINGLE LINE POWER RISER DIAGRAM MQE7 CCTV & CATV RISER DIAGRAMS LOCATION / \ g SCALE: 1" 16 2000' MAP E8 DOOR CONTROL AND TELEPHONE RISER DIAGRAMS vIN TY E9 INTERCOM AND FIRE ALARM RISER DIAGRAMS 659 SCALE: 1 " N 16 MILES 667 658 Name of Project: NORTHWESTERN REGIONAL JUVENILE DETENTION CENTER ` ? ->15 ° i a Address: Frederick County, Virginia � 87 FREDERICK s95 )� Proposed Use: JUVENILE DETENTION CENTER \ \ r l � owner/contact person: COUNTY OF FREDERICK �� 522 \ �l0 340ALTIMOR phone#: (540)-665-6391 �,/ ~'� __ 70 FT Cp6S� STONEWALL MAGISTERIAL DISTRICT DESIGNER OF RECORD: ��) WINCHES ER �s �O DESIGNER NAME TELEPHONE # /� 7 ROCKVILLE Architectural P.M. WALLER POAGE (301) 670-5800 TO 3, 9.55 SF P.M./Coordinator CHARLES WORTHINGTON {301) 670-5800 ROANOKE jRGI ,%D O H Q Electrical KOOROSH ZARGAROFF (301) 670-5800 M Plumbing DONALD KEITH _ � Q q� Mechanical MICHAEL KIRKPATRICK 301 670-5800 '\ 495 EXISTING WORK RELEASE r o p �Fy Structural ANIL PATEL 801 670-5800 NET AREAS: \ FACILITY .` 37 Rp Sprinkler —Standpipe DONALD KEITH 66 `�1IASHINGTO� Z Y \ DETENTION FACILITY 17,902 GSF p Fire Alarm KOOROSH ZARGAROFF 301) 670-5800 66 TO /' LINKING`:SUPPORT 1,szs GSF OAMfRON ST, v Detention Consulant DAVID MUCCACHIO R02) 456-2589 I0 522 ICHMON1 CIVIL FRED MOJTAHEDI (301) 670-5800 OUTDOOR REC. 'YARD 3,410 GSF —116 MPh� BUILDING AREA KEY PLAN NOT TO SCALE W A REVISION. DATE DESCRIPTION BY -APP SEAL DESIGNED NORTHWESTERN REGIONAL JUVENILE DETENTION FACILITY DRAWN WINCHESTER, VIRGINIA er-- a,L k-1/ -&&— I -® T a, ^, S a n a L r n -nc CHECKED GENERAL APPROVED SUBMITTED TITLE SHEET ~r ARCH-ITECTS ENGINEERS PLANNERS HAYES, SEAM, MATTERN & MATTERN, INC SCALE COMM. AS NOTED NO. 7369 OCKVILLE MARYLAND, � ARCHITECTS — ENGINEERS — PLANN�E�RS DATE SHEET R, ROCKVILLE, MARYLAND 12/19/96 G1 7369G1 7369 10/3/96 ACAD 0, DCF PLOT SCALE: 1=1 XREFS: NONE BID — FY a ilk 04lk IN 9TWIll "Si L &S A 0 0H4! SITE WORK BUILDING MATERIALS 7369G2 A AMPERE, AIR, COMPRESSED AIR CONT CONTINUOUS, CONTINUATION FWC RABRIC WALL COVERING MHZ MEGAHERTZ SCFM STANDARD CUBIC FEET PER MINUTE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CONTR CONTRACT, CONTRACTOR G GAS, GAS MAIN OR SERVICE LINE, GROUND ROD MID MIDDLE SD STORM DRAIN, SMOKE DETECTOR AND TRANSPORTATION OFFICIALS COORD COORDINATE GA GAGE, GAUGE MIN MINIMUM SEC SECONDARY AB ANCHOR BOLT COP. COPPER GAL GALLON MISC MISCELLANEOUS SECT. SECTION ABT ABOUT COR CORNER GALV GALVANIZE, GALVANIZED MK MARK SFP SPRAYED FIRE PROTECTION ABUT. ABUTMENT CORR CORRIDOR, CORRUGATED GC GROUND COUNTERPOISE MM MILLIMETER SH SHEET ABV ABOVE COV COVER GCMU GLAZED CONCRETE MASONRY UNIT MO MASONRY OPENING SHV SHELVING AC ALTERNATING CURRENT, AIR CONDITIONING CP CEMENT PLASTER, CONDENSATE PUMP GDR GUARDRAIL MON MONUMENT SIM SIMILAR UNIT, ACRE DISCHARGE GEN GENERATOR MP MEDIUM PRESSURE SK SKETCH ACI AMERICAN CONCRETE INSTITUTE CPT CARPET GFE GOVERNMENT FURNISHED EQUIPMENT MPH MILES PER HOUR SLP SLOPE ACMU ACOUSTICAL CONCRETE MASONRY UNITS CR CEILING REGISTER, HOT CONDENSER WATER GFECI GOVERNMENT FURNISHED EQUIPMENT, MPR MEDIUM —PRESSURE RETURN SMR SURFACE METAL RACEWAY ACS ACCESS CSD CELLULAR STEEL DECK CONTRACTOR INSTALLED MPS MEDIUM —PRESSURE STEAM SNT SEALANT ACST ACOUSTIC, ACOUSTICAL CT CERAMIC TILE GFI GROUND FAULT INTERRUPTER' MR MOP RECEPTOR SP SPACE, SPACES, STATIC PRESSURE A.C.T. ACOUSTIC CEILING TILE CTR CENTER GFM GOVERNMENT FURNISHED MATERIAL MSL MEAN SEA LEVEL SPD STATIC PRESSURE DROP ACV ALARM CHECK VALVE CTSK COUNTERSUNK GHZ GIGAHERTZ MT _MOUNT SPEC SPECIFICATION AD ACCESS DOOR CTWT COUNTERWEIGHT GI GALVANIZED IRON MTD MOUNTED SPMR SINGLE —PLY MEMBRANE ROOF ADD. ADDITIONAL CU CUBIC, COPPER GL GLASS MTG MOUNTING SPR SPRINKLER ADH ADHESIVE CULV CULVERT GND GROUND MTR MOTOR SPRT SUPPORT ADJ ADJACENT CV CONVERTER GOVT GOVERNMENT MTZ MOTORIZED ; SPS STATIC PRESSURE SENSOR ADMIN ADMINISTRATIVE CW DOMESTIC COLD WATER GPH GALLONS PER HOUR MUL MULLION SQ SQUARE AFF ABOVE FINISH FLOOR CWB CAPILLARY WATER BARRIER GPM GALLONS PER MINUTE MWP MEMBRANE WATERPROOFING SS SANITARY SEWER AFFF AQUEOUS FILM FORMING FOAM CWR CHILLED WATER RETURN GR GRADE N NORTH SSD SUBSURFACE DRAIN AFMS AIRFLOW MEASURING STATION CWS CHILLED WATER SUPPLY GRAD GRADUATED NA NOT APPLICABLE SSK SOIL STACK AGGR AGGREGATE D DEPTH, DEGREE OF CURVE, DIMMER GRL GRILLE N.C. NORMALLY CLOSED SST STAINLESS STEEL AH AIR HANDLING, AIR —HANDLING UNIT SWITCH, DRAINLINE, MOUNTED IN DUCT GRT GROUT N & D NAIL AND DISC SSV SEAMLESS SHEET VINYL AHR ANCHOR DB DRY BULB, DIRECT BURIAL, DUCT GSU GLAZED STRUCTURAL UNITS NEC NATIONAL ELECTRICAL CODE ST STREET, STORY, STEAM, STEAM SUPPLY AIC AMPERE INTERRUPTING CAPACITY BANK, DECIBELS GTV GATE VALVE NEUT NEUTRAL STA STATION DBL DOUBLE GVL GRAVEL NFPA NATIONAL FIRE PROTECTION ASSOCIATION STD STANDARD AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DC DIRECT CURRENT GWB GYPSUM WALLBOARD NIC NOT IN CONTRACT STER STERILIZER AL ALUMINUM DEC DECIDUOUS GYP GYPSUM N.O. NORMALLY OPEN STIF STIFFENER ALT ALTERNATE DEFL DEFLECT, DEFLECTION H HATCH NO., NOS NUMBER, NUMBERS STIR STIRRUP AM. AMMETER DEG DEGREE HB HOSE BIBB NOM NOMINAL STL STEEL AMP AMPERAGE DEM DEMOUNTABLE HBD HARDBOARD NPRN NEOPRENE STOR STORAGE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DEPR DEPRESSED HC HANDICAPPED NPW NONPOTABLE WATER STR STRAIGHT AP ACCESS -PANEL DEPT DEPARTMENT HCR HOT/CHILLED WATER RETURN NRS NONRISING STEM STRL STRUCTURAL APPR APPROVED DET DETAIL HCS HOT/CHILLED WATER SUPPLY NS NEAR SIDE STRUC STRUCTURE APPROX APPROXIMATE DF DRINKING FOUNTAIN HD HEAD, HEAT DETECTOR NST NONSLIP TREAD SUBSTA SUBSTATION APS ALARM PRESSURE SWITCH DH DUCT HEATER, DOOR HOLDER HDR HANDRAIL NTS NOT TO SCALE SUP. SUPPLY ARCH. ARCHITECTURAL DI DROP INLET, DUCTILE IRON HDW HARDWARE 0 TO 0 OUT TO OUT SURF. SURFACE A.R.E. A. AMERICAN RAILWAY ENGINEERING ASSOCIATION DIA DIAMETER HDWD HARDWOOD OA OVERALL, OUTSIDE AIR SUSP SUSPENDED ASB ASBESTOS DIAG DIAGRAM, DIAGONAL HDWL HEADWALL OC ON CENTER SV SHEET VINYL, STEAM VENT ASPH ASPHALT DIFF DIFFUSER HG REFRIGERANT HOT GAS OD OUTSIDE DIAMETER SVCE SERVICE DIM. DIMENSION HGT HEIGHT O.F. OUTSIDE FACE SW SHORT WAY, SWITCH, SIDEWALK ASSY ASSEMBLY DIP. DUCTILE IRON PIPE H.I.D. HIGH —INTENSITY DISCHARGE OFCI OWNER —FURNISHED CONTRACTOR —INSTALLED SWBD SWITCHBOARD ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DIR DIRECTION HM HOLLOW METAL OPNG OPENING SWGR SWITCHGEAR ASYM ASYMMETRICAL DISC. DISCONNECT HORIZ HORIZONTAL OPP OPPOSITE SYMM SYMMETRICAL AT. ASPHALT TILE DISCH DISCHARGE HP HORSEPOWER OS&Y OUTSIDE SCREW AND YOKE SYS SYSTEM ATS AUTOMATIC TRANSFER SWITCH DISP DISPENSER HPR HIGH—PRESSURE RETURN OVHD OVERHEAD T TREAD, TOP, TANGENT, TELEPHONE, TRANSFORMER AUTO. AUX AUTOMATIC AUXILIARY DIV DIVISION HPS HIGH—PRESSURE STEAM, HIGH—PRESSURE SODIUM OZ OUNCE T & B TOP AND BOTTOM AV AIR VENT, AUDIOVISUAL, ACID VENT DK DECK HPT HIGH POINT P POLE, POWER, PUMP T & G TONGUE AND GROOVE AVG AVERAGE DL DEAD LOAD HR HOUR PA PIPE ANCHOR T & P TEMPERATURE AND PRESSURE AW ACID WASTE DRAIN DMH DROP MANHOLE HRR HEAT RECOVERY RETURN PB PUSH BUTTON, PANELBOARD TAF TROWEL APPLIED FINISH AWG AMERICAN WIRE GAUGE DML DEMOLITION, DEMOLISH HRS HEAT RECOVERY SUPPLY PC POINT OF CURVE, PIECE TBM TEMPORARY BENCH MARK AWS AMERICAN WELDING SOCIETY DMPR DAMPER HTG HEATING PCC POINT OF COMPOUND CURVE, PRECAST TC TOP OF CURB AWWA AMERICAN WATER WORKS ASSOCIATION DN DOWN HTR HEATER CONCRETE TD TRENCH DUCT B INTEGRALLY MOUNTED EMERGENCY BATTERY, DP DAMPROOFING HV HIGH VOLTAGE, HEATING —VENTILATING PCP PRECAST CONCRETE PLANK TDC TURNED DOWN CURB BRINE SUPPLY DR DOOR, DRIVE UNIT PCSP PRECAST CONCRETE SANDWICH PANEL TEL TELEPHONE BAL BALANCE DS DOWNSPOUT, DRIP STATION, DIGESTED SLUDGE HW DOMESTIC HOT WATER PD PRESSURE DROP TEMP TEMPERATURE, TEMPERED, TEMPORARY BB BULLETIN BOARD DSD DUCT SMOKE DETECTOR HWC DOMESTIC HOT WATER CIRCULATING PED PEDESTAL TER TERRAZZO B&B BALL & BURLAP DTWH DUAL TEMP WALL HYDRANT HWL HIGH—WATER LINE PEJ PREMOLD€D EXPANSION JOINT TERM. TERMINAL B' TO B BACK TO BACK DUP DUPLICATE HWR HEATING HOT WATER RETURN PF POROUS FILL TFE TETRAFLUOROETHYLENE BBD BOILER BLOW DOWN DVTL DOVETAIL HWS HEATING HOT WATER SUPPLY P.F. POWER FACTOR TG TOP GRILLE BC BOLT CIRCLE; BOTTOM OF CURB DW DUMBWAITER HYD HYDRANT PG PIPE GUIDE THERM THERMOMETER BD BOARD DWD DRINKING WATER DISPENSER HZ HERTZ PH PHASE, PENTHOUSE THK THICK BDL BUNDLE DWEL DWELLING I. INTERCOM PI POINT OF INTERSECTION THKNS THICKNESS BET. BETWEEN DWG DRAWING ID INSIDE DIAMETER PIV POST INDICATOR VALVE THR THRESHOLD BF BLIND FLANGE DWL DOWEL IN. INCH PL PLATE, PROPERTY LINE TKBD TACKBOARD BFD BOILER FEEDWATER DISCHARGE DWV DRAIN, WASTE, AND VENT INCAND INCANDESCENT PLAM PLASTIC LAMINATE TMV THERMAL MIXING VALVE BG BOTTOM GRILLE DX DUPLEX, DIRECT EXPANSION INCL INCLUSIVE PLAS PLASTER TOC TOP OF CONCRETE BITUM BITUMINOUS E EAST, EMERGENCY CIRCUIT INCR INCREMENT PLATF PLATFORM TOS TOP OF STEEL BL BUILDING LINE, BASE LINE EA EACH IND INDUCTION PLYWD PLYWOOD TOT TOTAL BLDG BUILDING E.A.T. ENTERING AIR TEMPERATURE INFL INFLUENT PNL PANEL TR TOP REGISTER BLK BLOCK, BLOCKING EE EACH END INSTL INSTALL PNT PAINT, PAINTED TRANSV TRANSVERSE BLW BELOW EF EACH FACE INSUL INSULATION, INSULATED, INSULATOR, POB POINT OF BEGINNING TRTD TREATED BM BEAM, BENCH MARK EFL EFFLUENT INSULATING POL POLISH, POINT ON LINE TS TEMPERATURE STEEL, TIME SWITCH, TAMPER BOT BOTTOM EJ EXPANSION JOINT INT INTEGRATED PPH POUNDS PER HOUR SWITCH, TEMPERATURE SWITCH, THICKENED SLUDGE BP BASE PLATE, BACKFLOW PREVENTER EL ELEVATION INTMD INTERMEDIATE PR PAIR TSLD TOP STRIP LINE DIFFUSER BR BARE ROOT, BOTTOM REGISTER, ELEC ELECTRIC, ELECTRICAL INTR INTERIOR PRC POINT OF REVERSE CURVE T'STAT THERMOSTAT BRINE RETURN ELEV ELEVATOR INV INVERT, INVERSE PREFIN PREFINISHED TU TERMINAL UNIT BRG BEARING EM EXPANDED METAL IP IRON PIN PRESS. PRESSURE TV TELEVISION, TELEVISION OUTLET BRK BRICK EMER EMERGENCY IR IRRIGATION PRI PRIMARY TW TOP OF WALL BRKR BREAKER ENCL ENCLOSE, ENCLOSURE ISOL ISOLATOR PRL PARALLEL TYP TYPICAL BRKT BRACKET ENGR ENGINEER JB JUNCTION BOX PROV PROVIDED UC UNDERCUT BRZ BRONZE ENT ENTERING JC JANITOR'S CLOSET P.R.S. PRESSURE REDUCING STATION UFD UNDER FLOOR DUCT BSMT BASEMENT ENTR ENTRANCE JCT JUNCTION PRV PRESSURE REDUCING VALVE, POWER ROOF UG UNDERGROUND BT BENT EOL END OF LINE JST JOIST VENTILATOR UH UNIT HEATER BTU BRITISH THERMAL UNIT EP EXPLOSION —PROOF, EDGE OF PAVEMENT JT JOINT PS PRESSURE SWITCH UHF ULTRAHIGH FREQUENCY BTUH BTU PER HOUR EQL EQUAL K KEY OPERATED PSC PRESTRESSED CONCRETE U.L. UNDERWRITERS LABORATORY BU BUILT—UP EQPT EQUIPMENT KCM THOUSAND CIRCULAR MILLS PSF POUNDS PER SQUARE FOOT ULT ULTIMATE BUR BUILT—UP ROOF(ING) E TO E END TO END KCP KEENE'S CEMENT PLASTER PSI POUNDS PER SQUARE INCH UNIF UNIFORM BW BOTH WAYS EV EVERGREEN KG KILOGRAM PSIG POUNDS PER SQUARE INCH GAGE UNO UNLESS NOTED OTHERWISE C COURSE, COLD CONDENSER WATER, EW EACH WAY, END WALL KHZ KILOHERTZ PT POINT OF TANGENT UPS UNINTERRUPTIBLE POWER SUPPLY CONVECTOR EWC ELECTRIC WATER COOLER KO KNOCKOUT PTN PARTITION UR URINAL °C DEGREES CELSIUS E.W.T. ENTERING WATER TEMPERATURE KSF U KIPS PER SQUARE FOOT PVC POINT OF VERTICAL CURVE, POLYVINYL U.S. URINAL SCREEN C TO C CENTER TO CENTER EXC EXCAVATE, EXCAVATION KSI KIPS PER SQUARE INCH CHLORIDE UTIL UTILITY C & G CURB & GUTTER EXH EXHAUST KV KILOVOLT PVI POINT OF VERTICAL INTERSECTION V VOLTAGE, VOLT, VENT, VALVE CAB. CABINET EXP EXPOSED KVA KILOVOLT —AMPERE PVMT PAVEMENT VAC VACUUM, VOLTS AC CANTIL CANTILEVER EXPN EXPANSION KW KILOWATT PVT POINT OF VERTICAL TANGENT, PRIVATE VAV VARIABLE AIR VOLUME CAP. CAPACITY EXST EXISTING KWH KILOWATT HOUR PWR POWER VB VAPOR BARRIER CB CATCH BASIN EXT EXTERIOR, EXTERNAL L LEFT, LITER, LENGTH OF CURVE QT QUARRY TILE VC VERTICAL CURVE CCTV CLOSED CIRCUIT TELEVISION EXTN EXTENSION LA LIGHTNING ARRESTER 0 ROUND (DIAMETER), PHASE VCT VINYL COMPOSITION TILE CD CEILING DIFFUSER F FIRE PROTECTION WATER SUPPLY, FIRE LAB LABORATORY R RISER, RIGHT, RADIUS VD VOLUME DAMPER CEM CEMENT ALARM, FAN LAM LAMINATE R/W RIGHT OF WAY VDC VOLTS DC CENT. CENTRIFUGAL -F DEGREES FAHRENHEIT LAT LATITUDE, LATERAL RA RETURN AIR VEL VELOCITY CF CELLULAR FLOOR F & T FLOAT AND THERMOSTATIC L.A.T. LEAVING AIR TEMPERATURE RAD RADIUS VENT. VENTILATE CFM CUBIC FEET PER MINUTE F TO F FACE TO FACE LAV LAVATORY RAF RAISED ACCESS FLOOR VERT VERTICAL CFS CUBIC FEET PER SECOND FAB FABRICATE LB POUND RAS RETURN ACTIVATED SLUDGE VEST. VESTIBULE CG CORNER GUARD, CHANGE OF GRADE, FABL FIRE ALARM BELL LCG LACING RBR RUBBER VHF VERY HIGH'FREQUENCY CEILING GRILLE FACP FIRE ALARM CONTROL PANEL LDG LOADING RCP REINFORCED CONCRETE PIPE VIB VIBRATION CH CABINET HEATER, CHORD FC FOOTCANDLE, FAN COIL UNIT LF LINEAR FOOT, LINEAR FEET RCPT RECEPTACLE VIN VINYL CHAM CHAMFER FD FLOOR DRAIN, FIRE DAMPER LG LENGTH, LONG RCVG RECEIVING VOL VOLUME CHBD CHALKBOARD FDC FIRE DEPARTMENT CONNECTION LIQ LIQUID RCVR RECEIVER VM VOLTMETER CHEM CHEMICAL FDN FOUNDATION LKR LOCKER RD ROOF DRAIN, ROAD VT VINYL TILE CHIS CHISELED FDR FEEDER LL LIVE LOAD RDCR REDUCER VTS VALVE TAMPER SWITCH CHKR CHECKER, CHECKERED FE FIRE EXTINGUISHER LLH LONG LEG HORIZONTAL REC RECESS VTR VENT THRU ROOF CI CAST IRON FEC FIRE EXTINGUISHER CABINET LLV LONG LEG VERTICAL RECIR RECIRCULATING VWC VINYL WALL COVERING CIP CAST IN PLACE FES FLARED END SECTION LOC LOCATE RECT RECTANGLE, RECTANGULAR W WEST, WATT, WIDE, WATER MAIN OR CIRC CIRCULAR, CIRCUMFERENCE FGL FIBERGLASS LONG. LONGITUDINAL RED. REDUCING SERVICE LINE CJ CONSTRUCTION JOINT, CONTROL JOINT FH FIRE HOSE LPT LOW POINT REF REFERENCE W/ WITH CKT _ CIRCUIT FHC FIRE HOSE CABINET LPR LOW—PRESSURE RETURN REFL REFLECTED W/0 WITHOUT CL, CENTER LINE FHYD FIRE HYDRANT LPS LOW—PRESSURE STEAM, LOW PRESSURE SODIUM REFR REFRIGERATOR WA WAINSCOT CLG CEILING FIG. FIGURE LR LONG RADIUS, LINEAR REGISTER REHT REHEAT WAS WASTE ACTIVATED SLUDGE CLJ CONTROL JOINT FIN. FINISH LS LUMP SUM, LIMIT SWITCH REINF REINFORCE, REINFORCEMENT, REINFORCED WB WIND BEAM, WET BULB CLO CLOSET FL FLOOR, FLASHING LT LIGHT REM _REMAINDER WC WATER CLOSET CLOS CLOSURE FLAT OVAL LTG LIGHTING REQD REQUIRED WD WOOD, WIDTH CLPR CALIPER FLEX. FLEXIBLE - LV LOW VOLTAGE RESIL RESILIENT WDO WINDOW CLR CLEAR FLG FLANGE LVR LOUVER REV REVISION WFD WATER FLOW DETECTOR CLSD CEILING LINEAR SLOT DIFFUSER FLSH FLASHING LW LONG WAY RF ROOF, RADIO FREQUENCY WG WATER GAGE CLSR CEILING LINEAR SLOT RETURN FLUOR FLUORESCENT LWC LIGHTWEIGHT CONCRETE RFI RADIO FREQUENCY INTERFERENCE WH WALL HYDRANT C.O.G. CHANGE OF GRADE FOB FACE OF BUILDING LWL LOW—WATER LINE RFG ROOFING WHA WATER HAMMER ARRESTER CM CENTIMETER FOR. FUEL —OIL RETURN L.W.T. LEAVING WATER TEMPERATURE RFGT REFRIGERANT WI WROUGHT IRON CMP CORRUGATED METAL PIPE FOS FUEL —OIL SUPPLY M METER, MANUAL, MICROPHONE JACK, MOTOR RFH ROOF HATCH WL WIND LOAD, WATER LINE CMPSN COMPOSITION FOV FUEL —OIL VENT MACH MACHINE RL ROOF LEADER, REFRIGERANT LIQUID WP WORKING POINT, WEATHERPROOF CMU CONCRETE MASONRY UNITS ` FPM FEET PER MINUTE MATL MATERIAL RM ROOM WPF WATERPROOFING CND CONDUIT FPRF FIREPROOF MAX MAXIMUM RND ROUND WS WATER SURFACE, WATERSTOP CNDCT CONDUCTIVE FR FRAME, FROM MBH 1000 BTU PER HOUR RO ROUGH OPENING WST WASTE CNDS CONDENSATE, CONDUITS FRICT FRICTION MBR MEMBER RPM REVOLUTIONS PER MINUTE WT WEIGHT CO CLEANOUT, COUNTY FRZR FREEZER MCC MOTOR CONTROL CENTER RPTA REPEATER WTR WATER COL COLUMN FS FAR SIDE, FULL SIZE, FLOW SWITCH MECH MECHANICAL RS REFRIGERANT SUCTION WWF WELDED WIRE FABRIC COMB. COMBINATION FT FOOT MJ MECHANICAL JOINT RTE ROUTE XARM CROSS ARM COMP COMPRESSION, COMPRESSED MEMB MEMBRANE S SOUTH, SANITARY SEWER, SPEAKER, XFR TRANSFER CONC CONCRETE FUR FUURREDG FURRING MET. METAL SWITCH, SUPPLY XFMR TRANSFORMER COND CONDUCTOR, CONDUCTIVE, CONDENSER, CONDENSATE MFR MANUFACTURER. SA SUPPLY AIR XMTR TRANSMITTER CONN CONNECT, CONNECTION FURN FURNISH MGD MILLION GALLONS PER DAY SAN SANITARY YD YARD FUT FUTURE CONST CONSTRUCTION MH MANHOLE, MOUNTING HEIGHT, METAL HALIDE SCHED SCHEDULE YHYD YARD HYDRANT 7369 11 /25/96 ACAD Q PLOT SCALE: 1=1 XREFS: NONE EXISTING NEW DESCRIPTION BUILDING AND PORCH OR STOOP 8 �` r. ; 687.8 ;..+ SPOT ELEVATION ;,£ __.. =—=6� � ELEVATION CONTOUR CONCRETE CURB AND GUTTER ASPH'� SEE SHEET Cl ASPHALT PAVEMENT CC;N — ` CONCRETE PAVEMENT i "��•� INDIVIDUAL TREE OR SHRUB PL, R/W PROPERTY LINE OR RIGHT OF WAY UTILITY EASEMENT FIELD SURVEY TRAVERSE POINT r B_ .. APPROXIMATE LOCATION OF TEST PIT TB— 4 APPROXIMATE LOCATION OF TEST BORING 12°' SD STORM DRAIN AND HEAD WALL == ------- — ---------- SANITARY SEWER so_..__ " WATER MAIN OR SERVICE LINE VALVE IN BOX, MANHOLE OR VAULT HYDRANT ASSEMBLY, NOTED YHYD OR FHYD MANHOLE ---«, _ ` ® STORM DRAIN INLET STRUCTURE _J PP NOTE: FOR ELECTRICAL LEGEND SEE SHEET E1. 1 POWER POLE EARTH CRUSHED STONE CONCRETE STEEL CONCRETE MASONRY UNITS BRICK PRECAST EXPOSED AGGREGATE CONCRETE STONE TERRAZZO PRECAST INSULATING ROOF DECK ACOUSTICAL TILE ROUGH WOOD FINISH WOOD PLYWOOD PLASTER OR GWB BATT OR FOAM INSULATION RIGID INSULATION COMPRESSIBLE FILLER SPACE COMMUNITY ROOM 213 DIGITS INDICATE SPACE NUMBER WINDOWS W TYPE DOORS 201 DIGITS DESIGNATE DOOR NUMBER PLANTS 7 I ALIT "ODE QUANTITY COMMENTS DETAILS & SECTIONS i ELEVATIONS ,—ELEVATION NUMBER SHEET NUMBER,. WHERE ELEVATION,SECTION OR DETAILi-IS TAKEN SHEET WHERE ELEVATION IS DRAWN REVISIONI DATE I DESCRIPTION BY APP SEAL DESIGNED NORTHWESTERN REGIONAL JUVENILE DETENTION FACILITY DRAWN WINCHESTER, VIRGINIA CHECKED GENERAL x � APPROVED w' f'}R'' SUBMITTED ABBREVIATIONS AND LEGENDS z Y HAYES, SEAY, MATTERN & MATTERN, INC SCALE COMM. AS NOTED NO. 7369 ARCHITECTS — ENGINEERS — PLANNERS DATE SHEET ROCKVILLE, MARYLAND 12/19/96 G2 BID — FY — ,A Mixed Occupancy? Yes / rFo Separation: NA GENERAL BUILDING LIMITATIONS Construction type: 2B (Non—Combustable, Protected) Assumed for review. Sprinkled? Yes / No (13 13R 13D): NA Fire District? Yes / No Building Height: 22 Feet Number of Stories 1 Mezzanine: Yes / No High Rise? Yes / No Gross Building Areas: Total 1st Floor Existing & New 35,891 Sq.Ft. Total New Construction 19,831 Sq.Ft. Area Modifications to BOCA Table 503 % Allowable Tabular Area (Table 503) 100% % Increase For Open Perimeter 124% % Increase For Automatic Sprinklers 200% Total % Factor & Conversion Factor 424% (4.24) Adjusted Tabular Area 8,465 Sq.Ft. SMOKE PARTITION Party/Firewall: NONE Fire Separation Assemblies: 3 HR ® Existing Wall Between New & Existing Uses Specific Occupancy Area — No Rating— (302.1.1) Fire Partitions: Smoke Barriers: Draftstopping: Exterior Loodbearing Walls: Exterior Nonloadbearing Walls: Other Nonloadbearing Partitions: Interior Loadbearing Walls, Columns, Girders, Trusses: Structural Wall Supports Floor Construction Incl'g Beams: Roof Construction Incl'g Beams, Columns, Girders, Trusses: Vertical Shafts: Interior Finishes: Smoke Development: Flame Spread: 1 HR — AS SHOWN ON PLAN 1 HR — AS SHOWN ON PLAN (410.6) PER 302.1.1 Above Ceiling ® Cells & Day Rooms 0 NA 0 0 0 0 0 2 <450 <75 SPECIFIC OCCUPANCY AREAS INCIDENTAL TO MAIN USE (302.1.1 ) BUILDING Occupant Load: (Calc. By Table 1008.1.2) -- Location Floor Area SF/Person Calc,Occ.Load Designed Occ.Load EXISTING Resident Blocks 8058 Gr.SF 120 Gr. 68 Occ. 36 Occ. BUILDING Classrooms (*) 925 Gr.SF 20 Net 47 Occ. 20 Occ. Visitation (*) 772 Gr.SF 100 Gr. 8 Occ. 4 Occ. Indoor Recreation(*) 1753 Gr.SF 15 Gr. 117 Occ. 16 Occ. Outdoor Area Of Refuge(*) 3462 Gr.SF 15 Gr. 231 Occ. 50 Occ. KEY PLAN Administration/Support 6473 Gr.SF 100 Gr. 65 Occ. 14 Occ. (*) NON —SIMULTANEOUS OCCUPANCY NOT TO SCALE TOTAL ACTUAL OCCUPANCY = 60 PERSONS FIRE PROTECTION PLAN SCALE: 1 /8"=1'-0" Capacity Of Egress (Table 1009.2 or 1011.3/1017.3) Location Drs. Ramps. Corr(. 2 /Oc) Number Of Exits: Min.Allowable (clear) New Bldg. 32.6" (Calc) 44"Corr/32"Drs Table 2 1010.2 Cell Block 3.2" (Calc) 44"Corr/28"Drs(*) 1 LEGEND. Indoor Rec. 17.2" (Calc) 44"Corr/32"Drs(*) 2 (*) 36" IF MORE THAN 50 OCCUPANTS [--)C\IT CTnAI n A Tr Allowable Dead End Condition(1011.2): 50 Ft. Allowable Common Path Of Trovel(1006.7): 100 Ft. Exit Access Travel Distance(Table 1006.5): 200 Ft. (W/Sprinkler) Special Locking Arran gem ents(1017.4.12,1017.4.13,1017.4.5): Complies HC Accessible Entrances(1106.0): >50% LIFE SAFETY SYSTEM: Emergency Lighting and Exit Signs Y® / No Fire Alarm and Smoke Detections Systems Y® / No Panic Hardware ®/ No PARKING SPACES: Total Provided: 26 Handicap Spaces Provided: 3 (To Accomadate 13 Staff, 3 Visiting Staff, and 10 Visitors) SMOKE COMPARTMENT — — — — — — — EXISTING WALL 3 HR FIRE SEPARATION (BETWEEN NEW & EXISTING USES) • 1 HOUR FIRE RATED AO DISTANCE LESS THAN 50' (SECT. 410.7.1) NO SMOKE BARRIER REQUIRED BETWEEN CELLS & DAY ROOM NOTE: 1. SMOKE VENT / SKYLIGHT 2. SLIDING DOORS SHALL COMPLY W/ BOCA 410.3.2 , 410.3.6 ALSO 410.4.2 7369A2 7369 10/21/96 ACAD MV PLOT SCALE: 96 XREFS: NONE Q SECURITY CAMERA 147 SECURITY DOORS ® SECURITY WINDOW NOTE: SEE SPECS FOR SECURITY TYPE. DETENTION PLAN SCALE: 1 /8"=1'-O" _J L EXISTING BUILDING KEY PLAN NOT TO SCALE 7369A2 7369 10/21/96 ACAD MV 4 PLOT SCALE: 96 XREFS: NONE BID - FY - I I r ' I I I I I cc �v I �(-D -z�r x CC CC, 1 1 ARCADIA MOBILE PARK FORT COLLIER GROUP, L.C. 1 603.16 ---_-� ---� S46'13'37E _ _ - - - - - _ - _---------_ 687-cc - - a I ry 25' B.R.L. I � 1 I!\ oo N i i N U, ' i /� cl , 00 LJ I z/ 99.81' cl, KD I TB-4 F 130.79' -` ' 5 20 , w 1 IRE LANE ACCESS LEE SHEET H 4 i IET C r\-{� InTB -1 CURB CUT FOR FIR I LANE SEE DET SHT C4 -- _ - - -6 p-)3I 4; ARISTOCRAT CALL RY - - _ �� - _� _ _ 8 - J o_ .P AR -SEE NOTE 8 � �` ! ®in Cl� I - - __ BOLLARD (TYP) - SEE DET SHT C4 & NOTE 9 L "' VAN ACCESSIBLE CONC TRANSFORMER PAD ADJUST WATER VALVE SIGN -SEE NOTE 5 �' -- fr SEE SHEET E2 ��` _ BOXES TO NEW GRADE Cz= - I L - -� - - Y p HC SIGN r` - o SEE NOTE 5 EXISTING ONE STOGY`_�`- _ -- r 0� r BUILDING - cv C G -12 • E y. - ;` (TYP) CONN 8 „ 2 �•',? c ~\\,� S TO EX MANHOLE IR s RECHANNEL AS REQ'D o Ic cC 0. 3 ARISTOCRAT CALLERY _F PEAR ---SEE NOTE 8 t om LJ A. N OTES: 1. ALL CONSTRUCTION SHALL CONFORM TO FREDERICK COUNTY SITE TABULATION AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS .6 AND SPECIFICATIONS EXCEPT AS NOTED. SITE AREA 20.00 AC PROPOSED GROUND FLOOR AREA 19831 SQ. FT. 2. ALL SURVEY DATA CONCERNING EXISTING STRUCTURES, UNDERGROUND UTILITIES, BOUNDARY AND TOPOGRAPHY HAS BEEN FURNISHED BY PROPOSED TOTAL FLOOR AREA 19831 SQ. FT. GREENWAY ENGININEERING. BUILDING HEIGHT 22 3. ALL DIMENSIONS ARE TO FACE OF CURB FACE OF BUILDING OR ' WALL, EDGE OF PAVEMENT OR CENTERLINE OF UTILITIES. FAR 0.20 / 4. FOR STRIPING AND HANDICAPPED SYMBOL, SEE SHEET C4. (FOR PROPERTY INFORMATION SEE SHEET C3) Q 5. ALL SIGNS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. VAN -ACCESSIBLE HC SPACE SHALL INCLUDE VAN -ACCESSIBLE SIGN IN ADDITION TO STANDARD HC SIGN. SEE SHEET C4. 6. FOR GRADING, DRAINAGE AND EROSION AND SEDIMENT CONTROL PLAN I HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND i3ELIEF, SEE SHEET C2. THAT ALL EXISTING TOPOGRAPHIC INFORMATION HEREON IS TRUE AND SH�� *#19 BEST POSSIBLE ACCURACY. AL G�G' A' �i MARK� D. 5: Z 4 No. ()020?)9 0��oldiba'�E STAKEOUT DATA POINT N0. COORDINATES REMARKS NORTH EAST 0 12158.91 10264.48 CORNER 2O T2258.98 10360.24 CORNER 3O 12061.29 10693.61 PC 40 12069.07 10666.63 PT O 12102.68 10631.81 PC © 12158.72 1060.1.39 PT ---- - -- 70 12167.77 10607.20 CORNER ® 12273.49 10416.34 1� PT FIRE LANE 9� 12347.42 10471.07 END FIRE LANE 7369C', 7369 10-10-96 ACAD SD PLOT SCALE: 1 =30 XREFS: 7369EXST, 7369PROP 7. FOR SANITARY SEWER PROFILE, SEE SHEET C4. 8. PLANT FIVE (7) ARISTOCRAT CALLERY PEAR TREES 6 TO 8 FEET TALL, 40 FEET APART WITH 5 TO 6 FEET SPREAD (B&B). SEE PLANTING DETAIL SHEET C4. 9. FOR LOCATION OF BOLLARDS, SEE ARCHITECTURAL SHEET A2. WIDTH SHOWN ON PLANS 8" AGGREG� BASS (21 A) J� CONCRETE PAVEMENT SECT' NO SCALE NOTES : 1. PROVIDE TURNDOWN AT ALL EDGES OF THE PAVEMENT 2. PROVIDE EXPANSION JOINT AT THE WALLS `XPN JT W/ 1 /2" PREMOLDED JT FILLER-� r CONTRACTION JT WIDTH SHOWN ON PLANS I 1" DEEP i v o o o D Dp D Dp D.Dp D 4" AGGREGATE BASE 21 A 6X6-W1.4X COMPACTED ( ) W1.4 WWF SUBGRADE CONCRETE WALK. NO SCALE SLOPE PER GRADING PLAN CG-6 MATCH PAVEMENT GRADE s �V c 1--)/��O��G� 6" AGGREGATE _ BASE (21 B) SLOPE PER GRADING PLA"il CG-6 MATCH GRADEENT i2„ 6" AGGREGATE BASE (21 B) SE l 1r 1 2" ASPH CONC SURFACE (SM-2A) //� 8" AGGREGATE BASE (21 A) SUBGRADE PREPARATION PAVEMENT SECTION - NO SCALE TACK 1 1 /2" ASPH CONC SURFACE (SM--2A) COAT -3" ASPH CONC BASE (BM-2) 8" AGGREGATE BASE (21 A) SUBGRADE PREPARATION PAVEMENT SECTION. NO SCALE TACK COAT 2" ASPH 'CONC SURFACE (SM--2A) EXST PAVEMENT PAVEMENT SECTION NO SCALE 28PECIO�. - p�C 1996 "° r• GRAPHIC SCALE T - �u 30' 15' 0 30' 60' r - �_ - 30' - r REVISION1 DATE I DESCRIPTION ' BY APP DESIGNED SPL NORTHWESTERN REGIONAL JUVENILE - - - DETENTION FACILITY DRAWN SD WINCHESTER, VIRGINIA CHECKED FM CIVIL APPROVED CRP DIMENSIONAL LAYCKJT, UTILITY SUBMITTED WP Q PAVING FLAN HAYES, SEAY, MATTERN & MATTERN, INC SCALE COMM. AS NOTED NO. 7369 ARCHITECTS - ENGINEERS - PLANNERS DATE SHEET ROCKVILLE, MARYLAND 12/19/96 Cl E3_D - Fy - m i I I I I P LCARCADIA MOBILE PARK FORT COLLIER GROU .. � I N I \ \ x X X X X�_X 687 �� oo Co I , ' k 25 B.R.L. k\ CC)00 , SF \ 68 5.4-F 686 \ F86 x 686 I t� 'z �-- u X 687.86�j SF ��,' �,' �\ ,coy Li �o of Qx , x 687.8 �D = /�, X\ '�/ zr I 6 .8 �C� OG w b X 6 687 �9 k f - ' I •� REMOVE EX k �' Co \. co X\ 4 87.8 x ' ' I Cal II i 68 .8 V " x rx TIC x 688.00 688.0 IP SD I, x F� •9 F G',lO TC 15 Q 686.80 6� I0, ��/� 688 688.83 8j $7 gg x C O I , 6 88.3 �2D O I ' cpj 8� -687 - _ SO TC 11 88.48 x I 688 3 86 3 T i STORM DRAINAGE STRUCTURE SCHEDULE STORM DRAIN TYPE OF RIM/GRATE REMARKS STRUCTURE STRUCTURE ELEVATION NO. 1 DI-3A 685.85 L=8' W/4'x6' BACK OPENING BACK THROAT EL. 684.00 *10 YI-1 686.70 YARD INLET W/1 SIDE (NW) OPENING, THROAT EL. 685.53 11 DI-3A 686.27 L=6' 15 ES-1 - 15" END SECTION k 6 .71 �r s� 687.8 - _ _ _6 �� ', * FAIRFAX I C T . & CAP 6; Q ; x EX 6" UNDER 687;.8 88.33 h 8887.0 68 IP 1 DR IN _-- 6 III X I 687 8 - 86- ' r 686.E - 6 IP cr 686.1 f `" W ¢ , - 687.90 Y „' 68750 I COUNTY STANDARD YARD INLET STORMWATER MANAGEMENT FLOW CALCULATIONS X J 686 81 � �8 SD x 7 53 O �x 768 3 � REMOVE EX ENDWALL ' + °� 6 86.- AREA UNDER 687.7 a; s' z 'OAP RT�X 18 RCP TO I 687.3 , , CONSIDERATION TC rl rod t d ��1 E ME T "t -----_-- - TTME OF CONCENTRATION x III fi688.4 687.5968709 RAINFALL INTENSITY (10 . _ - - 6 8`6.6 8 " II r----- C (GRASS) S. X. II ��II TC C (IMPERVIOUS) r---- -----� 687.'IOa �� ,. Q=CIA x III I _--- ' I I. 22'-12"CMP @ 1 s ' II---- ! ' ' INV 685.22 UPPER ENDS . K III _--- -----I aJ d I, INV 685.00 LOWER END INCREASE IN I I K :o x I'' - "' I I z EXISTING ONE STORY {; L6 BUILDING x II I I ;i F.F. ELEVATION 687.00 U Y II �. (� f -- I 1 , z j i I x, lip-- I \ I 00 I NOTE: FLOW = 0.94 ACRE I c = 10 MIN YEAR STORM) I = 5.54 0.2 (PRE) 0.9 (POST) Q = 0.9x5.54x0.94 = 4.68 (POST) Q = 0.2x5.54xO.94 = 1.04 (PRE) 4.68 - 1.04 = 3.64 CFS 0 6' j ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE I x IPI ____� - , �I I IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT Il r---- I CONTROL HANDBOOK. uouo .0 SD 4j 00 It � 'i i----- ---- i 686.19 685.71 _ O � SF li I --- ----- - ' g X__�_____= 687.05 6 o TC 685--� y X \ °0 685.8571, 'ss BENCHMARK EL 688.28 00) x 26 TOP OF FIRE HYDRANT TIC TIC 686.85 687.48 _ E�-'` --- ---- ----- 68 CE IP 6. 20' UTILITY EASEMENT v co _ 1 - CONN TO EX MANHOLE RECHANNEL AS REQ'D LEGEND, / "j, �o�o° CE CONSTRUCTION ENTRANCE Q i Q x x x SF SILT FENCE 0 INLET PROTECTION REVISIO SEAL DESIGNI nRnwN GRAPHIC SCALE 7369C2 736'a69 10-02-96 ACAD SD PLOT=30ALE: 7369EXXRFW69PROP I D -- a FORT COLLIER GROUP 54—A-36A ZONING: M-1 USE: VACANT FORT COLLIER GROUP ZONING: M-1 USE: FORT COLLIER LEASE I BIULDING #1 & #2 i I ZUCKERMAN, AARON & MARTRESSA 54—A-36C ZONING: M-1 USE: VACANT I I I O 4v m B & D ENTERPRISES / 54—A-81 A / ZONING: M-1 % USE. MCDOLE FURNITURE i / i i / / / / / i i s n d c L L c L c c c 00 N I I I FORT COLLIER GROUP 54—A-36A I ZONING: M-1 USE: FORT COLLIER LEASE BUILDING #3 I I I I _____----------- S43°29'17"E, S46°13' 643.53' WHITMIRE, TERRY L 54—A-81 F i ZONING: M-1 USE: WINCHESTER ELECTRIC \ O� q;77.14' R,60.00' EVERETT, 0 & J PRENTISS, L SPANGLER C/O OIL EQUIPMENT PROPERTIES 54—A-81 J ZONING: M-1 USE: JONES & FRANK 314.35' ARCADIA MOBILE PARK, INC. [. A .V&01 ZONING: MH-1 USE: RESIDENTIAL FORT COLLIER GROUP I i I I I � I 0 w -Q I i i 1 K I I I I 99 54—A-36A ZONING: M-1 USE: VACANT GRAPHIC SCALE OWNER CLARKE COUNTY, FREDERICK COUNTY AND CITY OF WINCHESTER 107 N. KENT STREET WINCHESTER VA 22601 TEL: (540) 665-6391 DEVELOPER HOWARD SHOCKEY & SONS, INC. P.O. BOX 2530 WINCHESTER VA 22604 TEL: (540) 665-3246 DESIGNER HAYES, SEAY, MATTERN & MATTERN 1355 PICCARD DRIVE, SUITE 350 ROCKVILLE MD 20850 TEL: (301) 670-5800 7369C3 7369 10-21-96 ACAD SD PLOT SCALE: 1=60 XREFS: NONE .• • .• • .• = = -- EX S-7 PROP BLDG PROP GRADE690 EX GROUND `--- ----------------T � 685 II 8S ®0. 'K;83.98 o�Ex8'°s 683.26 680 PVC 680 0 0 + O+ SANITARYSCALE: HORIZ 1,=30 VE R T 1 "= 5" RiClUnt VAN -ACCESSIBLE Q Ex m Q m U U T p p U W 695 695 695 695T 695 w I- PROP BLDG PROP GRADE EX GROUND PROP GRADE EX GROUND PROP GRADE -__ _ EX H/w -- Ex H W -- ------ — �Ex GROUND — " (Lip CL IV ®0.85% EX �18"RCP --- 18"RCPI - - ---- '" f2CP 0 683.78-15"RCP 683.7 40 -15 CL IV ® 1. 50% 84.30 42 -15 RCP --- 683.70 CL IV 0 1.00% 682.7yLIV ® 1.00% 682.3 d- o LINE 0E-� CURB OR EDGE OF PAVEMENT 6" DIA 6" TYP .. L" X 6•• n'.iE PAINT HANDICAPPED PARKING SIGN '°' NO SCALE RESERVED PARKING L� HANDICAPP I� 7-1 /2" CENTER SYMBOL BETWEEN PARKING CT�TDCC 0 0 N (o HANDICAPPED SYMBOL NO SCALE AS INDICATED 4'TYP. 5° ___ID YELLOW PAINT LINE(TYP.) PAVEMENT STRIPING DETAIL NO SCALE SELECTIVELY PR( 4" STEEL PIPE FILLED DO NOT CUT CEr WITH CONCRETE W/ "CONE" TOP AND PAINTED YELLOW REINFORCED RUE TREE WRAP #12 GAUGE WIRE 2-STRAND. ATT,A BRANCH OR 1/3 0 4" MULCH AS SF CONCRETE FILL 3" SAUCER AROI i� GUYING STAKE CLEAN BACKFILL 6" 14" UNDISTURBED SC DO NOT COMPAC BOLLARD DETAIL NO SCALE STORM DRAIN PROFILES SCALE: NORI2 1"=30' TYP TREE STAKING DETAIL NO SCALE ATTACH SIGN TO POST WITH 3/8" GALV. BOLTS U-TYPE ROL STEEL POST 2" CEDAR CT01« LENGTH E WELL )T BALL GAUGE W: PLAN VIEW L _ J STANDARD SIGN ION D FINISH GRADE 6" CONC CUF'r' 2'-0" CONC C 2'-0" CURB TRANSITION CONC CURB 1" AT FLOW LINE G FIR NO SC SECTION A— A PLAN ENTRANCE WIDTH 20' CONCRET W W ry U Z a_,OW U � z:D O� F --- io Qz ZQ F-1 mm a' OD U U .,� OF THE CURB AT THE NE CORNER OF PARKING LOT 2' - 0" CURB TRANSITION SUBSURFACE COMBINATION CONCRETE CURB AND GUTTER 2'-0" " 1"R a c ° C, c Z ENLARGED CURB AND GUTTER DETA (TYPICAL FOR ENTRANCE WIDTH ONLY) NTRANCE APRON DETA c^rrr1 A A l r, A 11 II -CH P SOIL 12" AGGREGATE (21 A) SUBGRADE PREPARATION GRAPHIC SCALES u 7369C4 7369 10-02-96 ACAD SD PLOT SCALE: 1=30 XREFS: EROSION AND SEDIMENT CONTROL NARRATIVE DESCRIPTION: CONSTRUCTION OF A JUVENILE DETENTION FACILITY, INCLUDING: BUILDINGS, PARKING LOTS AND ROADWAYS. EXISTING CONDITIONS: THE MAJORITY OF THE DRAINAGE FROM THE SITE IS CONVEYED INTO EXISTING STORMWATER MANAGEMENT POND BY MEANS OF THE CLOSED PIPE SYSTEM. THE ENTIRE SITE IS GRASS COVERED. SOILS: THE PREDOMINANT SOILS ARE: CLAYEY SILTS AND SILTY CLAYS (MH AND CH). EROSION AND SEDIMENT CONTROL: NOT MORE THAN 14 CALENDAR DAYS WILL ELAPSE WITH ANY DISTURBED AREA REMAINING DENUDED. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED OR COVERED WITH BASE MATERIAL AS SOON AS POSSIBLE AFTER FINAL GRADING. CRITICAL SLOPES TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING OR SODDING AND PEGGED WITHIN 14 DAYS AFTER START. SEDIMENT CONTROL PROGRAM: A. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. B. INSTALL SILT FENCE. C. INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS. D. COMPLETE ALL CONSTRUCTION OPERATIONS. E. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED, EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED AND THE GROUND PERMANENTLY STABILIZED WITH VEGETATION UPON THE APPROVAL OF THE COUNTY INSPECTOR. MAINTENANCE PROGRAM: A. THE SITE SUPERINTENDENT, OR HIS/HER REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION OF ALL MECHANICAL CONTROLS AND NEWLY STABILIZED AREAS (i.e. SEEDED AND MULCHED AND/OR SODDED AREAS) ON A DAILY BASIS, ESPECIALLY AFTER A HEAVY RAINFALL EVENT TO ENSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY INCLUDING RE —SEEDING AND MULCHING OR RE —SODDING IF NECESSARY. MATERIALS CO Fj NSTRUCTION 'WITHOUT W NO SCALE OF SILT 1. SET THE STAKES 6' MAX I 1 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND TT T\ IT/l TI Ir `_NCH. PPORT 2. EXCAVATE A 4" X 4" TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B SHEET FLOW INSTALLATION (FRONT ELEVATION) CONSTRUCTION SPECIFICATIONS 3' MAX a iiiINS Billiii �� , • • , -, • - • - , • - ■n ■■ •►i,��i,I, ri ■n Imo, • - • . . • • • - - iiiINN iIN NEI ii•, INN ..■29 lei III in, iii=l=�I��• ` • •lei BLOCK & GRAVEL CURB INLET SEDIMENT FILTER /'H IMM INLET RE MESH CONCF GRAVEL FILTER * GRAVEL SHALL BE #3, #357, OR # 5 COURSE AGGREGATE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. STONE CONSTRUCTION ENTRANCE NO SCALE FILTER CLOTH �--EXISTING GROUND VDOT #1 COARSE AGGREGATE POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE REINFORCED C......� 1 70' MIN 3' 6" MINT SIDE ELEVATION 70' MIN WASHRACK (QPTIONAL)-7rmw,-Aj, �10'MIN PLAN VIEW 12MIN I 1L I LI\ I�LV I I I SECTION A— A 6,-7„ SECTION B—B EXISTING 5:1 /-PAVEMENT `-MOUNTABLE BERM (OPTIONAL) �z zw ■ H 1 O'MIN H Q xa- w LL � O Q w C) O 0 wry 1O'MIN * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION YMIN 3"MIN CONSTRUCTION SPECIFICATIONS THE AREA OF ENTRANCE MUST BE EXCAVATED A MINIMUM OF 3 INCHES AND MUST BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS. CONVEYANCE OF SURFACE WATER UNDER ENTRANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED. IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A "MOUNTABLE" BERM WITH 5:1 SLOPES WILL BE PERMITTED. THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR NONWOVEN FABRIC CONSISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY ENCOUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RESISTANT, AND CONFORM TO THE PHYSICAL PROPERTIES NOTED IN TABLE 3.02-A. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. REVISIONI DATE I DESCRIPTION BY APP SEAL DESIGNED FM NORTHWESTERN REGIONAL JUVENILE DETENTION FACILITY DRAWN SD WINCHESTER, VIRGINIA CHECKED FM CIVIL APPROVED CRP EROSION AND SEDIMENT SUBMITTED WP CONTROL NOTES AND DETAILS HAYES, SEAY, MATTERN & MATTERN, INC SCALE COMM. AS NOTED N0. 7369 ARCHITECTS — ENGINEERS — PLANNERS DATE SHEET ROCKVILLE, MARYLAND 12/19/96 C5 7369C5 7369 10-07-96 ACAD SD PLOT SCALE: 1=1 XREFS: NONE c \ ry O lb \ 0 Q 0 ry W Y 0 0 ry m NEW LOCATION OF POLE MOUNTED LIGHT & CAMERA RELOCATE POLE MOUNTED LIGHT & CAMERA OUTSIDE OF COURTYARD � F k r— 25, B.R.L. �Y r { L ` wv w V LIGHT POLE TYPE—T, WITH TWO CAMERAS #C-23 & #C-24. ARCADIA MOBILE PARK FORT COLLIER GROUP, L.U. S46_13' 3"E --- — — — — — — — -�— -- — ; �---- — — - - - - - - � 1 I k 687-- �686 ti f i f 1 A-42 (ob r .y i EXST. GENERATOR 20' UTILITY EASEMENT ELECTRICAL DUCTBANK FOR EMERGENCY POWER RELOCATE POLE MOUNTED LIGHT & CAMERA 200—AMP FUSED DISCONNECT SWITCH NEW LOCATION OF POLE MOUNTED LIGHT & CAMERA SCALE: NON CONCRETE PAD GROUND ROD 3/4"x10'-0" SITE PLAN Gs LONG COPPER COVERED STEEL, TYP OF 4 SCALE: 1 " = 30' zl OUTLINE OF PAD TRANSFORMER 12" MINIMU TRA0 UNTED ` NSF RMER SECONDARY TYPICAL COMPARTMENT 24" MINIMUM G ° - ° a I EXTEND AND CONNECT TYPICAL TO GROUND PANEL "MDP" I / � BOND TO G -- -----� TRANSFORMER EXHOTHERMIC WELD TYP #4/0 BARE GROUND INCOMING CONDUCTOR TYP COMPARTMENT PAD MOUNTED TRANSFORMER DETAIL NOT TO SCALE 4" CONDUIT TYPICAL 3000 PSI CONCRETE HANDHOLE ATTACH GROUND TO LIGHTING STANDARD (TYPICAL) 4" MAX. 24" DIA, FORMED FOR SMOOTH SURFACE ABOVE FINISHED GRADE ANCHOR BOLT FINISHED GRADE--\ PVC SCHEDULE 40, ENCASE IN CONCRETE, CONDUIT NO. AND LOCATION AS READ- 24" DIA AUGERED HOLE WITH CONCRETE CAST AGAINST SOIL WALL i 3" CLR 3 TIES 4" AT TOP 4 1 /2" EXOTHERMIC WELD G 0 I N lom 6#6 EQUALLY SPACED _r #3 TIES 3/4"OX10'-0" ® 12 GROUND ROD FOUNDATION DETAIL FOR LIGHTING FIXTURE TYPE NOSCALE PRIMARY SPARE 6"x6"-W2.9xW2.9 WELDED - WIRE FABRIC IN CENTER OF SLAB FTNTCHFn GRADE 12"1 TRANSFORMER 12" PRIMARY & SECONDARY CONDUITS SECONDARY SPARE fCHAMFER 6 I I I I I I I I a 77 n 7-1 COMPACTED — GRAVEL — SEE NOTE BELOW SEE NOTE BELOW 36" RADIUS HOT -DIPPED-/ SECTION GALVANIZED STEEL ELBOWS NOT TO SCALE NOTE: CONTRACTOR SHALL PROVIDE AND INSTALL ONE 4" PRIMARY SPAR AND ONE 4" SECONDARY SPARE CONDUIT STUBBED OUT TO 60" BEYOND TRANSFORMER PAD. SPARE CONDUITS SHALL BE CAPPED AT 6" BELOW GRADE AND MARKED WITH CONCRETE MONUMENTS. GRAPHIC SCALE 30' 15' 0 30, 60' 1" = 30' 7369E2 7369 12-19-96 ACAD OWE PLOT SCALE: 1=30 XREFS: 7369EXST,PROP TA11D11N1t1X GENERAL CONSTRUCTION NOTES: (t �0 L10 N 7f q � 1. All streets to be dedicated for maintenance to the Virginia Department of Highways and 'Transportation. 2. All existing underground utilities shall be physically located by the Contractor prior to the beginning of any construction in the vicinity of these utilities. 3. Construction of the water and sewer improvements to meet or exceed the requirements of the Frederick County Sanitation Authority and the Virginia Department of Health. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All site grading, street improvements, and restoration to be in accordance with applicable Virginia Department of Highways' Standards and Construction Specifications and the Frederick County Standards, unless otherwise noted. 6. Contractor to not fy all -utility companies possibly having lines in the area at least 72 hours prior to starting construction. �, v 7. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 8. The Contractor shall verify all dimensions and elevations given prior starting work. 9. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 10. All erosion control structures shown or as required during construction shall, be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 30 callendar days when construction is not in progress. 11. All fill, base and subsurface material shall be compacted to 95% of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 20% of optimum moisture for the full width of any dedicated right-of-way. Compaction in other areas to be 90%. 12. Temporary termination of sanitary sewer line shall be plugged with a watertight plug. A post or timber not less than the size of 2" x 4" shall be placed at the end of the lateral with not less than 36" extending above the existing ground. The post shall be marked "SEWER" and shall be flagged. Sewer lateral invet't elevations to be compatible with gravity service to proposed building as indicated by the Architectural Drawings. 13, Design features relating to construction or to. regulation, control and safety of traffic may be subject to change as deemed necessary by the V.D.H. & T. 14. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 15. All unpaved areas of the site and which are disturbed by this construction, shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 16. Individual driveway entrances to lots to be provided by lot owners. Approval by V.D.H. & T. required. 4 C., 611Il, IN�'rERCNAN�j4 �,,� 1 ;�! i 1 /a •�. rJ Bra 74730 o � � - � �` r�. I' � - %�• �+I. C. .�� /.i I n � _ �-- cif C LC 1� \ _ "•� 0 \. I . it , Cem r f�fJr)�C 7j5,. MBCedOI11A N•, +ered Heart - - — •d , Monasl.�ryof N A34 Al 53' f� •> ° r f - `\l ��`1 \o �_( \�l`�`� •ri :� �2< 1 •� o r °D J _1��•=-697 %30�57 41, (I; to hen ICit J �. �•- (BM ilk\) :r t, <,//' e� Radio - o �)rl��n�acility 1/) C\ n 636 �� i i `•a !)(' o l _ 'Sh Ie Pif IPP r _ { 50 •,� i - j o •�. •!• •�'' , e� • t ••�. l� ; �f�' �, 1... / /, - ••.O • -11 ".. .:J i t 3,: n i Vf tt -`� r � t) I• Q • �47\ - `'a , �tr LOCATE ON MAP SCALE : V . 2,000' 1`J�)VEEI DE:H,-1 % g1lbeet wo cl i f f or o ane. 9 ENGINEERS • SURVi, LAND PLANNERS 150-C 01de Greenwich Drive Fredericksburg, Virginia 22401 (703) 898 - 2115 20 South Cameron Street Winchester, Virginia 22601 (703) 667-2139 B I [n Pb I N I n Index Sheet No: DESCRIPTION I COVER SHEET 2 KEY MAP 3 SITE DEVELOPMENT PLAN 4 ROAD PROFILES 5 SANITARY SEWER & CULVERT PROFILES F STANDARD 1JLTA'I-S f —w G•4 -736� LEGEND SANITARY SEWER MAIN WATER MAIN EX. WATER MAIN PROPERTY LINE CENTERLINE RIGHT-OF-WAY SETBACK LINE SANITARY SEWER LATERAL WATER METER SANITARY MANHOLE UTILITY AND DRAINAGE EASEMENT BIT. PRIME & DOUBLE SEAL PROPOSED CULVERT EX. GATE VALVE PROP. GATE VALE PROP. FIRE HYDRANT FITTING FINISH GRADE LINE ��23Z42S yNO � / DFpO `_J ANG J 2,qN 1iyG G 1 !�ALTN_ Gx C. E MADDOX, JR. -Z- J CERTIFICATE No. Y 7091 k�P OFESSIOM��' C L� �co 0r 6� R. N. HEATH/ • Open Space"V" C. E. 8i L. G. HEATh AGAPE CHRISTIAN FELLOWSHIP CHURCH , T� M. L. DAILEY 13 14 znfv ) / �� 2 C I 0 ~ 14 > `�►�� 15 „�o y 17 6 29 ,LAUREL UR` I3 1E 7 1 3 15 .' 5 4 -- 8 3 7 2 / I b e 0� '��\ 14 / REVISIONS job number no. I date escription b 1 ckd. -- — - - _ date: November. 1987 -- --- - --- + --- designed b.N C.E.M. & P.D.B. --+---- I -- +——--__—_ drawn b \ : P . D . B . --t--- _ --- -------- - + -- - ---- ---�-- approved bNC.E.M. I - 'I" C. L MADDOX, JR. �? CERTIFICATE No. y W 7091 �,iR4FESSiONA� �� gilbert w. cli 50 C Ol(le Greer N�ch G ve Fredericksburg � ,ginia 22401 !703) 898-2115 L. M. CRAWFORD > �( 44 41 41 L. P 54 3ociates, inc. ENGINEERS — LAND PLAN00FIS SURVEYOO! V. L. d N. A. LICHLITER �7 5" `, 20 South Cameron Street Winchester Virginia 22601 i703f 667-2139 FREDERICK COUNTY, i W.F A1THh,,h. R.M. 5 M.C. WAKEMAN LRKEWOOD MANOR SECTIONS My IMP ILZII KEY MAP LAKEWOOD MANOR SECTIONS =9SZII.1 LAKESIDE SEVvAGF TPEATMENT PLANT VIRGINIA ,cafe I 11 = 2001 Atf'('t 2 t)1 6 r-F a _.... oil v1 cr, ii a0; r: n \ �9 �9 N N N �+ N N N N \ � N r\ r r` r r ►� r` r` �) n r N t` f; �- t` r\ n t` r` r` r r >` IN r N rN �I r` r n r` /oc V.C. _ 200� V. __..( 15p� Y-�• /Sod V. C_ _ -- /o ''V -- �'. S. C. 247' V_ S. 0. 2 3 , _ V_ S. D, / 9Co' V . 5. D. 203' . V. Q 3 05' i 1 T m 0I co!I �! c 0 i k 4 iC. rodeIN N I 1 o. i 1 Y C } } ~ { l N `°� 725 7c '<) 41 Pro Gra o/e I I „ `v G — --- � w aTer 144�n 72L? P I � i oaf° d a 0 i I Provo. G r-a d e m { 7/ IN Wg7�cr �'%Oirf �` 7/5 y °/ ` 1 -_... ,� NI 7/0 1 Ill LID L5. '4.J {{ C 20g .3 QJ IN, 705 Li QD W - -a � � � p a a 9� � a I ^ '•9 g � � � c�► 41 :Z1 Cal it i n ul rl d N u �I N 0 v) 0 0 I • i N r Q0� p ` n o N h N g 0 t` �i 0I N �1' N h! .' cv 4 5; co�, t>` o. 0 0 N N I x ICI I i �. hl �I N ' I I 2 3 4 5 6 7 8 9 /o // /2 / 3 /4 /5 FA))? LAWN COvRT 06, _?e 5.--------- — X of — rl N+ N N N N N N N til N N N \! ! \ \ SI /o e Cuf r\; r\ r` ►� r n P P _ {I j I ,Qra,"no9e � Dra;n©Jo C H � { V. S. D. 22G' ! � (GYP) � %yl'•� fn I j ( 0. ,u 6/e Spa/ l At 0�7 71 - t}� I Ex w , { � � •; i f��i8 a/ -A we // co,npq,d C'�raaf� ,.gss�eyofc Bose I SL b` 711 Al ROA0 _`JEGTIO/V Pro Grc.olG 37%" Prc.0.L r 4i - to c9 i Pr"F- G roc _ 720 `r' 2�c �^ I OP pl-qpp 0 `_'_.�.. -- Pr oP. c'v" 6✓a t•C r %r/a n � i ~-' ---, __ _ _ _ 1�,1', ^ C''�� l /. J o .._y.; '•• nl�:'.'y., I1 47 /5 _ �0 % t Ll 10 { I 0 0 IL CO IN 7/0 ol , � h c0I i - i ! ,t �: N �. ,C Op M a > u l u ,: \ j �� t 0 (� I I (\ `j` a N 4„I �! N Cfj� �?' \9 `h v II { Q; R1 U �i v) 121 •� C II ;: it �: It { N i '� ul -N 0 r% N v 8 N (3 olI OI I �' �` �;) b) Q I\ N� NI N o �• �� / 2 O / 2 3 � -5 C p/�N--CRT JASMINE COORT aS ' U _ REVISIONS job number: LTN p M. �d $ description by ckd. 4 date: } November, 1987el gilbert w. cliff ssociates, inc. c c. L Moak P. D. B. designed y P�BV CCRTIFICATE No. • I#A ) drawn by: P.D•B• 7091 car ENGINEERS - LAND PLANNERS PROFE3S10NA 150-C Olde Greenwich Drive 20 South Cameron Street _. .. i - approved by: C.E.M. Fredericksburg, Virginia 22401 (703) 898-2115 Winchester, Virginia 22601 (703) 667-2139 FREDER I CK COUNTY, LRKEWOOD MANOR SECTIONS Ill, III, ILIA ROAD PROFILES )" % 50' 90RIZ. SHEET__ 4 OF 6 UIRGINIR SHEETS I i i 7/5 _ 710 705 700 G95 6,'o 6 -/5 .SA N/rARY S WEB /y f{ N h .�i `i Pro. 7/ 5 720 7/ c> 7/ 5 705 7/0 700 705 0 Q 695 t 1� <j 0 6vo 01 0 6-8 5 1 676 job number: by ckc date: November, 1987 designed by: P.D.B. drawn by: P.D.B. approved by- C.E.M. Prop. &,.de- - �K. C7rcdr- ¢o�o Cu.-, jk�L...u- � i�aF2•—�— i I / 2 5co/e: / So'Norriz.) /"=5 Ve�f. r r C. E MA000X, JR. z CERTIFICATE No, a 7091 gilbert w. �cli 150-C Olde Greenwich Drive Fredericksburg, Virginia 22401 (703) 898.2115 n1 N 31 U1 m 725: Prol. Grade ?20700 —�� 1 7/ `: 7/5 7/5 iF /hGIV�PS ,Gh� S�Lf+Or^15 CQ C' 710 0< L' y o to N Cux- )R -r SC4le= /"_ /O Nor;z- /�5' Ve,f'. 7eO -- 720 J rU�.-' •-i7 C! t i \\ 715 -- I 7/5 7/0 ,� l ' I -- 7/,0 - 70 70.E 2 l - - -- - . __ ---- - ---- --- S — q - /v. 705.30 'M' �nG%�deS End JPc7i�n5 , i i 700 I e go 174 J� 0 3 N L o! N n�,` CV) /V CULv�R7- o. �. 5, Vf A 2\22 2 3 z9zs� t� N IT An 720 --- — y- r�,l Prof. C, r•a d e 7 /S _ % � 1 /0 705 _ _ - - /n v . 7cAw 1 O �' /h c �✓dC5 �r,� SeG o'7S C � �� 3 f� ��.V) Cut,, V'E� /e T' AJo. SCo�G' /a: /'=5' vol � LAKEWOOD MANOe scale SECTIONS M, IM, As SHowN ociates, inc. sheet SANITARY SEWER & CULVERT PROFILES 5 7ZO I 7/5 i 7/0 -7051 ENGINEERS — LAND PLANNERS SURVEYORS 20 South Cameron Street Winchester, Virginia 22601 (703) 667-2139 FREDER I CK COUNTY, UIRGINIR of 6 0 B ALTERNATE CONNECTIONS a 7 �y line Straw Bale Entrench_ "Oil LrKe - -- - Po Llne - _ .. A.. .. A'- �a ed and e B Y V' 28 3/I6' � 'v Did. CiO MIN -1: • •p - i - - ; , 2. T/16'� w: oo�oo ua�000 Connector Secllon Tnr.oded�C , Q' s" YIN# D A :- � i NEENAN R-In¢-A MANHOLE Binding Wire COVER FOR EASEMENT I 'r ' I, I II `n I J/YA6'GdYEfdt _ _ 'GavBond D u :1..� e a1-Hwi18HIS \ o or Twine I I Prevent Piping C t tbd � _ _ � b� 6.'MINs` 6' MIN � ► ' � ij II Compacted Soil to // ; I ' - --- NOTES 1, ALL HYDRANTS SHALLGLCQCC Oga07oQ01 AREAS 0 A E / \/ M s I I I I I O-RING snIFFiNG BOX HAVE ! p 7 I I I I Sedim n - -- o o a o 7 Points A sTould be h g er thav , int B t Laden ' .. • - Qo o as 21 DRAINAGE CA HHYDRANT MUST 22" e Q: Filtered Runoff I< B � T r' BE AFFORDED HYDRANT Ni WEEP I� 10 ' . QD QO h 1 h "') Runoff i \ �� .. A.. 1 • s. HOLE r I I � �. I I t2'7HRU24'PIPEOtILY !� I,l' I' I. .A .31 HYDRANT TO OPEN RIGHT.RLOCKWISE) E N L� Y 1" IRE NCH It �� I t"h holes In skirt lip. 3/8 gaty. balls i '.) I •'' A^ 4) OPERATING NUTS SHALL BE PENTAGON L 101N I Toe plate to De punched to maw P PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY to be furnished. Length of loe plate is Wr to' for 12'b 30'dio. pipe and VIt 22" r 'I' `, N ;NAVE WITH I v2 PaHr 7o FLAT. I I I - Reinforwed �.�. A A As.REQ Q STANDARD MANHOLE COVER I I I L EC for 36` l0 60"dla. pipe. ,\p .,.. 4e Skirt Section for 12" to 30" &:L pipe to be made In one piece. / Skirt Section Skirt Section for 36'to 54'dia pipe may be made from two sheets joined by rivet t r FORM BOARD , TYR I E / VENT REQUIRED PLAN WHERE SPECIFIED inq a bolting on center Iine,60"rnoy be constructed In 3 pieces. e4 BacKF LL ,rP t1 I - _ ON WATERTIGHT MANHOLES. I _ Connector Section,. Corner Plate and Toe Plate 10 be tame sheet thicknesses skirt I II REI Nfs PAVING I7I TI7I T1'TI y - CROSS WITH PLUG ,TOP OFMArogLEATGRADEINPAVEMENTAREAS. RIPE I '-•IIII�III I �I End -sections and fittings are to be galvanized steel Or alununum alloy for use with DEAD END TEE DHFMIN ABOVE R DIRECTED. INEASEMENT AREAS.HALL 61 SET • `1REF'ILLr COMPACTED QIAYE1iR A MAX NEW --III II 1 11 MI MIN: ABOVE GRADE IN EASEMENT AREAS. OD. BICAF ILL ITYP ICAL'• �- W P, ''I_(iIllJ�ll �I Il�lll I--IIII�� 1- rAWWA IY�RJVED SAFETY TYPE "r hpANT GRADE WI IH 2', NOSE CONNECTIONS AND ' 6" 6' U 1� 4 BOLTS t 991 2 like pipe. BENCH 6 st I A', STREAMER NOZZLE i I. w 20 r Iron. ` fr•. _.___ W - -''Y `/ \ L ,/ _ 6" MINA DIRECTION OF SETTING TO BE APPROVED PRIOR TO pU[T,LL ,110N,M1.VEIR rIPE .A'"• A,•GRDU1 MANHOLE A t5.. •,.. _ r� 7 I_ INSTALLATION. 6 CONTRACTOR TO PLAN MACHINE EXCAVATION LIMIT A VARIES AS P E 0 D DYER IN PLACE 9 4 °" Approx. Zyz:I Slope NOTE' A MIN 21 CLEARANCE } T R STii'Al�l� rC3ALE 13�9�P�P/E.P Where Filafed End $e CtlOfTS are v ADJUSTMENT C 1 d to be used with bituminous �� " �- O FITTING LIEU of Y BE WRAPPED G THE 1 • 1 F RINGS 12 MAX. coated tand paved metal pipe, i POLYET MAY BE WRAPPED WITH •1 . I po pp - /': p POIYETHELENE,ANDTHECONCRETE I,A j' CONCRETE PAD JU" YIN A xcavate the trerich, Z. P1dCe dlld stake StYdW bales. they are to be galvanized only. , .ejrY' POURED TO COMPLETELY SURROUND _ •1 STEPS IRON ONE 1'•S•. .G COYDACiEO - THE FITTING,ED SOIL AGAINST • YA T E R 1 A l Tyf'/CAL P/P� BEDD//VG DET�I/ UNDISTURBED SOIL, j, • W •' THE BEARING DIMENSIONS A an�r OF A$PNA 11 PA IXir IRE UNDISTURBED SOIL SHALL REMAIN ` II MAX $ET ECCENiR IC CONE eve i CLASS B.. I p. IDENTICAL AS SHOWN. N 1%Yy N ;_ Y- \' - 1 $0 COVER I$ 01 RECT LY I TRENCH BOTTOM � ir•, yrITEPSTREAM THE DOWN- FOR ¢LOCH DIMENSIONS SEE _ 1 I UNDISTURBED EARTH SLEET N .g-L OR _ __ ' • -. s STREAM SEWER STONE TE FOR VC TYPICAL SECTION I i \ :e•" 2'-D T. O NOTE TO BE ROCK DUST SANDPPEA PIGRAVEL, t r. -- I--- TYPICAL CROSS-SECTION Air OR APPROVED EOLIAL. -{ 7 CONCRETE ASTY C-150 12 OR 16"1 TYP.) ,'-'--.��- 1 .•� 7 Fi II STONE 76 It14 VALVE BOX 4110 EXTENSION 4000'PS1 )• •/ /��- '�- �� 4' i�---t_- SHEET T}eOEt'ESS OWE?15lODC.' ��- DIA. A B H L W c Toe A- A' p°S RED'° BY VALVE SUPPLIER :1:. p FiFio'il N =-� 1, %width --'�� ' I e`• YIN'j 11 THRU 90° BENDS r Tr bale Tot STEEL Al-l/11i1J 1• him. E�Td L Plate GR°°E SCREW -TYPE CAP STANDARD MANHOLE / • . i ♦ i `A `• / >;. PIONEER 301 MASTIC (ROADWAY) I2' 064' 060" 6' 6' 6' 21' 24' 24' M I TEE \ COVE ADW • 'I `2 ' H 15' .064' .060' T' B' 6' 26' 30' 24'_.��'IM6------`� �'"- \ - s1oE of JOINT _ p _ e �, i 0 R RO AY TRENCH 6 - - WIDTH MIN. , ° • EXTERIOR r-- -t----�------ }-• --1 + y ,o' IOINTS ARE TO BE SEALED WITHP' \ II sj`�v�.-5'jr� N. '�•' LLC ' ,. - APPLIED ON EKT i • • 1 IB .064 .060 6 10 6 31 36 24'iF_ I , .,bT d• r A.R -0- RING GASKET A ' v Toe Plate 24' 064' 060' q' 13' 6' 41' 48' 24' t 50' .064' .075, 12, 16' e' 51' d I • ,,. F A ...', VARIABLE 4"GONG. 24"MIN. 6 r I A •. \ , 1A-'- A' y•' R•.• 1._O.. -o .W' .�.�, ' '' 'I��. -'4-J,j11oI•- 36' 064' cT5' 14` 19' 9' 60' 72' S6' T t 6 Y I INLET \ M I CAiC VA IVE STRAPPCO I D PIPE TO MANHOLE � fl •-'�' � / I I V•-'' +•"t' Holes on 12' Centers -Max. 42 064 105 16 II 11 69' e4 36 ro THE MAIM. 48' .064' . 1015' 18' 2T' 12' 78' 90' 24 1}" �,�.'� . ' coNEcnoN To BE ELEVATION 54' ,064- l05' le' 50. 12' 84• 102' s6 \ I I TYPE,OAE ;TONE -FORM BOARD AS'RCO'D / aT9' +j -p•' RUBBER O-RING CRUSNE 0 60` /109' 106/.135 le' 33' 1z' e7' 114' 36' - \..:+� Q.. PROFILE -Y B- Ws BAr+s-EDUALLY \ B d ' -0- MAX 1 SPACED AS SNOwN INVERT CHANNEL TO PROVIDE A SMOOTH 11 II f SECTION` UNDISTURBED EARIN TRANSITION W To OUT, FDA ALL CONNECTION. FLARED END -SECTION FOR 12 - 60 METAL PIPE CULVERTS PLAN I REDUCER TYR/CAL FIRE iy YDR/-I/VT /-ASSE/YLC3LY2-o'•YA-------- 2-45P BENDS 'z. DENOTES HAXQ EXCAVATION OR 90^SWEEP 3. Wedge loose Straw belL.ieen 4: Qackfill and compact the ' d'•' - :•' !. SAME SIZE AS g LATERAL D = II MIN FOR IU [ SM4lLE0. PIPE 6ROUi BOi TOY OF YA NNOLE T'+' ' TOP OF BENCHwALL SA1i excavated SOLi. p = 18 MIN FOR 12 TO 18 PIPE ,I:.'- •,p ELEw AS TOP Of PIPE. SEWER MAIN. - DdleS. „ i0 fOpY CHANNEL F, yi.��: ,.1• !A '' e . ° ' CO'y Tl',UCTION OF A STRAW SALE BARRIER D a TYP/CN,4L TiyR�ST rBLOC,r DETAIL _ F . • .' . •° ° CONCRETE ENCASEMENT CSTON! AS'RE wTL ¢EDOWO I SUPPORT rw STONL - p T YP/CAL S//N SEWER CL E•4/V -OUT NOTES (DPRECAST lV.NHOLE SHALL CONFORM TO ASTM DESIGNATION C470 © FRAME To K DWED W MANHOLE. C• © I • Jet posts and excavate a 4"x411 2. Staple_ 1•!i re fencing to Q.OMITTED CONCRETE SKID PAD TO BE PLACED AROUND MANHOLES LOCATED W SHOULDERS OF ROADS. trench Upsl Opt' along the line the posts. Q MANHOLE.T ITUMAS TO RECEIVE AN O INSTALLATION. CORING Of of posts. . ' APPROVED &TUYASTIG PAINT PRIOR TO WSTALLATgN. 1, ©FLAT 70P CASTING MAY BE USED ON SHALLOW MANHOLE iN.-A, L AilDMS. ° TYPICAL K5 4N SEW,25- P N g11111OL E 45° BEND SERVICE U PIPING METER SIZE YOKE'# METER BOX METER BOX COVER LATER MAIN DI As L- -- DIA_- IN. .-IN. •�._ - _ .�>-� _ BACK OF r F.j 3/4' 15 G.P,M. 510 D 18 in. C 32 > n rLMG' i� j(I >TI AWAFTON SDR-33 TO SDR-26 / - I 15 G.F.M. 510D " 18 in. C32 = 411 N MIN 2 COPPER OR ` - - - - - - - - �r------ HER NOTE I WE LENGTH OF SERV" LATERAL TO USER EYC1100 BRASS PIPE / \ 1" 25 G.P.M. 510 D 18 in. C32 1 SO' AN APPROVED CLEANOUr A33LMOU SHALL K FURNISHED AT THE rROP[ATT LANE BANK BEYOND _ A I' 40 G.P.M. 512 D 24in. '•:' '• I I 45° ■rE _ A / , �\ C32 WITH # I ` I EXTENSION RING r ill/ OF A E it \ YE" "INDICATES FORD CATALOG NUMBER 3. Attach the filter fabric to 4. -Backfill and compact the MAIN i I ; �� PAINTEDRED fIr,111,G 'i\ 2 s Cl - sE.ER PLAN :GYALY the wire fence and extend it excavated soil. int trenc .:o ♦'.. .� �•, •. .. -III __._ - - li= VAR IA B LE 1 -6 `tom 4 A, A III f3" sm ,.. '.e'. a'..'.'. SEE vIAH FOR IOCAf ION .•�: ••�. �' •. •i;'••�•:•:.'.i:• �•.'•: ;••�• - VARIES AS RE OUIREO �- 2500 PSI :.•. .''•' * :�.:.: �' (([ pB I TYR� 1:�•13' :.,`. S iltAt I: I I .,.I .. P L A N FOR ROADWAY SETTING USE NEENAN R-1497 METER COVER,I, 1fi III 6'- SET 2 ABOVE FINSNED 1ry. t I I1:.1, :'•'''O••••• • FRAME AND LID OR APPROVED EQUAL. GRADE PRKM TO SOOOiNG:hCONCRETE o • • t • • . • �--'I I i� covER _T ] FF .'• • °" e ° e • • •Ere I� = tt+ CRUSHED DEPTH 10 GRADE I -FORD ME1EA BOX CO iRAME 8 COVER �1 I 1 11 ' 1' �� 3i STONE rLuo G N0. C52 nL 10 i0 BE 1' ,ABOVE CURB OA may' f 777 tl ��' VARIES 1 ON j B'LOW-aF,E MANHOLi'--� FINISHED GRADE PRIOR TO rS 0001NC. I MIN. d 2' VALVE I' ABOVE FINISHED GRADE PRInR TO /� f, / f�/••- II I, „ SEEO ING �.� �- 1 j 1¢ -21" ►OLYETHELENE J • COVER 1 PLAN SECTION A - A V i A BmX FRAME 8 4" SIDEWALK / METER BY f. C. S. A. C=- BOX SO• DEEP / A" If Al 1 00% iF: .. C ORPapAi ION STOP I /ill STREET Y I M 1 PVC-SDR 2W OR EXTRA \ ''•Q': •,:0: • /1 1 - - EL SOW WITH SEWER j CURB I O'MIN• TUT vALv[ HEAVY C.I, SOIL PIPE 'A. f V NORMAL SLOPE 2% / I TEST EE - MIN CONCRETE ANCHORf � 2 scREWED CAP WATER MAIN Extension of fabric and A' W FIRE NOSE PIPE 3 -0' TYPE"K"COPPER TUBING CONTINOUS WITHOUT MINTS FROM MAIM TO METER w1i re i nto the trench. CONCRETE OR POSTE BAR ENE I -6" THREAD FOR BLOW- MIN _ METER BOz BARREL- OFF �. 30" DEEP �. J. ADAPTER SOR-35 2 ,t C OP P f R OR -J SCREW ED BALL •A COMBINATION UNDERDRAIN CD-2 ON FILLS TO SON -26 J VALVE WITH TTD 1 COMBINATION UNDERDRAIN CD -I AT LOWER END OF CUTS COMPACTED GRANVLAR y'': BRASS BLOW OFF NOTES IQ TO LOCATION OF METER BOX ASSEMBLY ?� --( I TO BE APPROVED PRIOR' TO INSTALLATION. I Filter F d J r 1 C + BEDDING '/ PIPE T A MA I NVATER r WEEP HOLE / P/ -- .<!J.y,2i! ire ~�'� Geri „ Y CAL 1/YATER SE7PV/CE CON/IiECT/O/Y ®� GRAPE - _� i e C Ada d' d oo e d o d 4 d a O q a d di d TI-tA- '-•-t--.-tirast. - o MIN A C A a d d a a d a y d C'p �I I I I I l- MECHANIC A L 1 0 N f- D d� .-"^•"-•-+-v+- -, -�'• 7 PLUG u G ° R I L LED B i A P P 0 FILL x^COM(jINAT K)N UNO�RORAIN r uic sEw a iN,'• E e O as uS ED Unless specifically indicated, "�.� °" \ �_ AID '1 Cwr[ FOR N P THD STONE AA __�Ih y '.1-,. 1dYPo 1 o d a° d BASE �4/v�� A"L� - q q d o d .. �� f n combination underdradn will - SLOCRETE THRUST (1 �p not be located al this point CENTER LINE SECTION - WLOCNIMO F1 'r /. LOCATE wSE ON PUBLIC SEWER e f� �l�,+i by when Ppoovement t this Ism CENTER LINE SECTION k A j • PROVIDE BEND TO ACOOYYODATE « accordance with Typical SedKTn (With Type Select Mott) (Wisp LINE Select t•Aat'I) DEEP SERVICE LATERAL e t ALIGNNENTOFRISER SECTION UN01STURBED EARTH CONSTRUCTION OF A SILT FENCE IV below. - Sl!ICT 10N A A PLAN VIEW SHOWING PLACEMENT OF STD. CD -I UNDERDRAIN PLAN VIEW SHOWING PLACEMENT OF STD. CD-2 UNDERDRAIN TyP/CAL SEWE/Q SER►i/CE L�9TE"RAL DETAIL I ^� 2 Fr IC3LOW-OFF AS,EMBL Y DETAIL HALF PLAN sold inciN:° coon I h Sib, FCAiTCOH CUTUNDERDRAIN OUTLET MARKERTYPE A r EC•Iof ouuel end ct Dipe. �„,-DETAIL ,�TREATMENTusedinCOnjunCliOnwith SI'd.418"xhMin DITCH C4 �'TOE OF FILL --- __ LINE - LINE �� STAKING DETAIL J Steel«min_O80 �• �� '\ _ .'r Aluminum or '� SHOULDER LINE T iI SHOULDER LINE --- • - \��, X, inch AturTwnum Plate Ii steel rivets or 'TOP OF CUT bolts cam �_-----�>- - EDGE OF PAVEMENT ii� potlble with U Type Rolled Rail \ \ •ti �` 1 \ v ',cu •,. N. Steel Post of 21ail 2'-0" post material. - EDGE OF PAVEMENT � A \ \ � 4y'Z, i or olur7wnum alloy I .6 \ \ / , 3' Overlap 3' 3' Wood stokes \ between rolls 3' 0. C. t 'S� -�T- - Ft. I t'� G INALL CONCRETE PAD I NOT S0.Y 6" USE + HALF /� \ \ \\ / ' •' }f'IFI_` �V L 6063-T60.78 Lbs --- - --- --�� 9Q"- -- -- `IN ALL AREAS MOT IN MVEM ENT \ /JAYI II r•t \, A M` 45• _6" 1 1-J L PLAN EDGE OF PAVEMENT/ - \ 5. - �V hJ EDGE OF PAVEMENT TYPE B B \`\ 2 Steel posts and plotes to be pointed or ;; :,. \ , . -� -- alvmed: accordance SHOULDER LINE TREATMENT ` SHOULDER LINE , 9 Spec. / 4n ' Entrench edges ! ponted,the final coat shall be Na.15 D 1 L 2H or material 6 - - DITCH LINE aluminum pant or No. II white point. r lt' - - TOP OF CUT TOE OF FILL i P E OF FILL Marker b be pk7ced at Outlet end - _ TTO---- � q",�� J / e Check sot 25'oc. �O of all undefdraln installotionsw as dy ? directod by the Engineer � - ! n T STRENGTH OF PIPE ALIUSTABLE VALVE BOX �s MIN Note: Where Select Material Type I or III is not used, the 12" dimension will apply 2 r '� F I Min. GENERAL NOTES TYPE OF PIPE 4 Pie 6"d Pipe from the bottom of the subbase material. where subbase material a also Y � � r� ' '�; - l' 2 ' 6' � -> T Crushmg St rT Crushing Stren not used, the dimension will apply from the bottom of the pavement'1� �}- Lbs/ in rt. Lb ./ 1 .Ft s'MI • r 'MIN * TRANSVERSE Subbase Mat'L VALVE ASSEMB r S' y f 6" To 8' 3' Overtop ltC°rrDCk Sean Sed teel �2 \ CShoulders Paved or Unpaved-) AS SPECIFIED " 11 '4 CLOSED CHECK SLOT - P' W I R E P SI N 14+N 2- CO-1 may be substituted for CO-2 or rice- __ I Y-- 1000 000 Select MOt'I WHERE Poss¢L[ x,) , r SECTION A -A ll-III Concrete I I I (Type II) r� versa, and shall be Constructed of tM approRirtwte Corrugated Steel ,• • �, •,j� 1,!./ --) NOTE All slakes shall De wood crd locution shown 11 The plops or as directed by the WATER MAIN �t Snell De o minimum _ \ _ 12.. Select Mat'I 6•Tp a• length. No substitution of Asbestos Cement 1 1 00 (Type I or III Slop parallel pO '�r• r� • 1 a•' w,tn Ene men°loctwer s ,ecom:*+e"Ict n wire staples will De olloweu. e rallel to vertTenT ' •+.• o Engineer. 048 HAL� SECTION HALF SECTION p Transverse check ally Io De conslr c1e0 k4n 3D � far preferred instanGtlon. v All pipe to be 4"or 6' Biturairked Fiber 1200 1400 TYPE I SELECT MATERIAL TYPE II SELECT MATERIAL \ ', l' ° • D W e D\g Smooth Wall PVC 10 153 Pavement A 1.A' f Y - Trench shall be filled with aggregate and the- i !�.". Corrugated PE Tubi c� A;HTO w252 70 IA-252 /Surface a Base e.. t 7 roughly hand tamped to insure compactness Granular Subbase Granular Subbase •+ n Roos o"•.', A -, 1 NI TRANSVERSE g 7 D ' I, : -e��. Subbase I : ' ' , `.: ; se -circular Steel or Alum. I GALvu ¢ED I A A OPEN CHECK SLOT Pipe shall begin at the edge of pavement and w/Gorr. top shield el. Mafl Types I '`del. Mat'L Sel. Maul. Type II �'• 1 ' -4" P • 00 _ f \ pipe B III )'3" Sand or No$ Aggr. °' • ,.. _ !^2 shall be placed on a grade parallel to the should- Semi-circularA8S8 PvC - -�'t* i �-Ir -•4plastic W/t shield TYPICAL SECTION I TYPICAL SECTION la .:'lo-` :::•, D" or slope. W °p � Pavement Granular Subbase \ .\ (` Jfi On curb and gutter sections, where it is im - e Sheet Thickness « Wan Thickness (him.) - it Ct4e5 Granular Subbase �Surfoce 9 Base (Cement Stabilized) '' MAX �/U � �' a possible to provide outlet for underdroins,they are Subgrade Stabhzed-L Subbase �„F •��p Su radeStabilized uk°ISTupeEo SOIL WHERCONICE rHRusr aloes _ OCoiled Tubing allowed in 4" diorT*1w only (Cement or Lim Stabilized. SAADQ 3de b9 O O I' 2' to be bcatad so as to dram into drop inlets or ;arid«fMnB (Cement or Lime) wHERL svttin[D r 4 , r x manholes. TYPICAL SECTION III TYPICAL SECTIONIY PROFILE SECTION If Ft is necessary for the pipe to outfoll into a 1 a HALF PLAN HALF PLAN ° `�' '' l�,c /�3 ` •.a cut ditch, the ditch is to be deepened if and as TYPE A TYPE B •^ � • {r Diameter of semi -circular portion to be 43". AN steel directed by the Engineer !' material to be 052",olumlmun to be .048. To be 4 I'stop1. to outside s uthoulder ALL CONCRETE TO BE POURED it On superelevoled sections trench is to be un- stalled semrcirculac portion down SECTION B-B UPSTREAM AND DOWNSTREAM TERMINAL V DITCH METHOD OF DRAINING TO OUTSIDE OF DUAL ROADWAY AGAINST UNDISTURBED SOIL. Der entire pavement area wiNT,pipa on bw side only. GATE VAL!/E_ ` BOX DETAIL- EC-1 RIP RAP D,ET,4/L STANDARDCOMBINATION UNDERDRAIN Use Typical Sedion shown on plans or normal side slope, bottom width, and depth of channel, ditch or natural ground. SOIL STABILIZATION MAT INSTALLATION Ec-3 REVISIONS LRKEWOOD MRNOR scale no. date escri tion job number: j-TN p�, Ad. � Gr SECTIONS M, III, UTTT - NOT TO SCALE date: November, 1987 p' � o C. L BOOK JR. 7 gilbert w. cliff � ssociates, inc. designed bv: C.E.M. & P.D.B. 5 eet U CERTIFICATE No. Y 6 STA\ 1)AItl) I)F,TAILS Cl drawn bN,: P.D.B. 7091 �� O (ENGINEERS - LAND PLANNERS approved by: C.E.M. P�OFESS10" 150-C Oldie Greenwich Drive SURVEYORS 20 South Cameron Street 6 Fredericksburg, Virginia 22401 (703) 898-2115 Winchester, Virginia 22601 (703) 667-2139 F R E D E R I C K COUNTY, U I R G I N I R