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HomeMy WebLinkAboutSDP199700072 Plan - Approved Final Site Plan and Comps. 1997-07-03J(VIBER iPVINE, ALi;-�IRNIA `,,ANJ HOLD CORPORA -i !0N I RV1NE.CA[iFr)pNij, DRAWING NUMBER DRANIVING NUMBER DRAVVING NUMBER DRA\J\JING NUMBER DRANYVING I\j'IJMBfr---Fi MERGENCY COMMUNICATIONS CENTER (7 29 WAYS BORO 64 SITE CHARLO-ITESVILL CHARLOTTES I V LLE, VIRGINIA 64 29 HAYES SEAY MATTERN & MATTERN INC. v I "y' MAP ARCHITECTS ENGINEERS PLANNERS ROANOKE, VIRGINIA MAY 14 1997 Byp 29 -lie COMMm #7261 64 DRAWING INDEX NOTES EROSION CONTROL NOTES: 1. ALL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AND UEHERAL OTHER CRITERIA ADOPTED BY THE COUNTY OF ALBEMARLE UNLESS A VARIANCE HAS BEEN GRANTED IN WRITING. G1 COVER SHEET C1 DEMOLITION PLAN FP1 FIRE PROTECTION LAYOUT si GENERAL NOTES AND TYPICAL DETAILS Pi PARTIAL PLANS AND DETAILS El ELECTRICAL LEGEND AND GENERAL NOTES 2. NO WORK SHALL COMMENCE ON SITE UNTIL A LAND DISTURBANCE PERMIT G2 ABBREVIATIONS AND LEGEND C2 UTILITY PLAN AND DIMENSIONAL LAYOUT Al SCHEDULES AND DETAILS S2 FOUNDATION PLAN IS ISSUED BY THE COUNTY OF ALBEMARLE. P2 FLOOR PLANS ELECTRICAL SITE PLAN AND' DETAILS C3 GRADING, DRAINAGE AND EROSION CONTROL PLAN A2 WINDOW DETAILS AND STOREFRONT DETAILS 53 SECOND FLOOR FRAMING PLAN mi LEGEND, GENERAL NOTES & SCHEDULES E3 LIGHTING', GROUNDING AND 1-IGHTING: PROTECTION PLANS 3. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON SITE AT ALL TIMES C4 UTILITY PROFILES A3 PARTITION TYPES S4 FRAMING SECTIONSM2 FLOOR PLANS E4 POWER AND SIGNAL PLANS AND SHOWN ON REQUEST. C5 SITE DETAILS A4 FIRST FLOOR PLAN E5 ON I E -LINE AND RISER DIAGPAMS 4. A COPY OF APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE KEPT C, ON SITE AT ALL TIMES AND SHOWN ON REQUEST. SITE DETAILS A5 SECOND FLOOR PLAN E6 PANELBOARD SCHEDULES C7 EROSION CONTROL PLAN A6 ROOF PLAN 5. IF THE CONTRACTOR FAILS TO PRODUCE THE LAND DISTURBANCE PERMIT C8 EROSION CONTROL DETAILS A7 REFLECTED CEILING PLAN ORDER PANELBOAPD SCHEDULES AND THE APPROVED EROSION AND SEDIMENT CONTROL PLAN, A STOP WORK ORDER SHALL BE PLACED ON THE JOB UNTIL SUCH TIME THAT 11-!E PERMIT Ll TREE CONSERVATION AND PRESERVATION PLAN A8 BUILDING ELEVATIONS AND THE PLAN ARE SECURED FOR THE JOB SITE. L2 TREE CONSERVATION AND PRESERVATION PLAN A9 BUILDING SECTIONS 6. THE COUNTY MUST BE NOTIFIED WHEN THE WORK COMMENCES AND MEN THE A10 WALL SECTIONS AND DETAILS PROJECT IS COMPLETED. A10A WALL SECTIONS AND DETAILS 7. OTHER WORK (GRADING, EXCAVATING, CONSTRUCTION) ON THE PROJECT SHALL All STAIRCASE DETAILS NOT COMMENCE UNTIL THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, AS SPECIFIED ON THE PLAN. Al2 CASEWORK DETAILS AND TOILET DETAILS A 13 MISCELLANEOUS DETAILS 8. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGES TO ANY OTHER CONSERVATION MEASURES ALREADY IN PLACE AS A RESULT OF WORK COVERED BY THIS PERMIT. 9. CONTRACTOR SHALL MAINTAIN THE CONSERVATION MEASURES IN SATISFACTORY OPERATING CONDITION UNTIL FINAL, PERMANENT STABILIZATION IS ACHIEVED. L 10. CONTRACTOR SHALL SUBMIT MONTHLY REPORT TO THE COUNTY INDICATING THE -=f % CONDITION OF THE EROSION AND SEDIMENT CONTROLS AND ANY CORRECTIVE ACTIONS TAKEN DURING THE REPORT PERIOD. THE REPORT SHALL RUN-ON THE CALENDAR MONTH AND MUST BE RECEIVED NO LATER THAN THE 5TH DAY OF THE FOLLOWING MONTH. COPIES OF THE REPORT FORM MAY BE OBTAINED AT THE ADDRESS BELOW. 11. ALL DENUDED AREAS ON SITE SHALL BE STABILIZED WITHIN 7 DAYS OF FINAL GRADING WITH PERMANENT VEGETATION OR A PROTECTIVE GROUND COVER SUITABLE FOR THE TIME OF YEAR. 3 12. ALL DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS MUST RECEIVE TEMPORARY SOIL STABILIZATION. 13. PERMANENT STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS THAT ARE TO BE DORMANT FOR MORE THAN ONE YEAR. 14. THE LAND DISTURBANCE PERMIT MAY BE REVOKED, SHOULD THE CITY DETERMINE THAT THE PROJECT IS NOT IN COMPLIANCE WITH THE CONDITIONS OF THE APPROVED PLAN. 15. ALL QUESTIONS REGARDING EROSION AND SEDIMENT CONTROL MUST BE DIRECTED TO: COUNTY OF ALBEMARLE, VIRGINIA PUBLIC WORKS DEPARTMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA. 22902-4596 (804) 972-4060 BUILDING DATA SEALS L 1. BUILDING CODE AND CONSTRUCTION CLASSIFICATION 2. GROSS BUILDING AREA: REVISION DATE DESCRIPTION BY APP CODE FOR PROJECT: VIRGINIA UNIFORM STATEWIDE FIRST FLOOR: 5247 SC FT DESIGNED CHARLOTTESVILLE EMERGENCY BUILDING CODE (VUSBC). 1993 EDITION MOTORCYCLE SHED: 490 SO FT op 0 , rrR SECOND FLOOR: 5318 SOFT T11 o 110 DRAWN REVISION SI DESIGNED IGI D rRA T -H 0 - 0 USE GROUP CLASSIFICATION: GROUP 8, BUSINESS 0 COMMUNICATIONS CENTER r,'!E , C C TOTAL SO FT= 11, 055 SOFT CONSTRUCTION CLASSIFICATION: TYPE 3B ER WAE 7- - r CHECKED CHARLOTTESVILLE, VIRGINIA UNPROTECTED 0 Nmo FULLY SPRINKLERED CONILEYAk. LOR McMILIEN `0 LICENSE No. i� Na 014-597 APPROVED ARCHITECTURAL 14p, 4 - No. 21313 6 2� 100534,9 ftQ 0402-023415 3. BUILDING HEIGHT: 3,3'+ .5-11 1�;17 13731 ;0 >4 COVER SHEET 4. HANDICAPPED STANDARDS: AMERICANS WITH DISABILITIES ACT, 1992. - :�r ��o 51161,t -/ `SIONAL SUBMITTED IVAL 5. OCCUPANT LOAD: FIRST FLOOR: 33 PEOPLE 7'0?1 AL c d�j�-y 0 AJL� COMM. SECOND FLOOR: 50 PEOPLE A SCALE HAYES, SEAY, MATTERN & MA7ERN, INC. AS NOTED N0. 7261 ARCHITECTS - ENGINEERS - PLANNERS DATE SHEET ROANOKE, VIRGINIA MAY 14, 1997 G1 7261G1 C7261 MY1396 REV. B ACAD JLS PLOT SCALE: 1=1 XREF: .r - : ... -.'..i! ,. .... a .:.. '. ...:. ... ,.�? '}, e.• :.a n._._ -a".r 2 " A B B R E V I A T 1 0 N S L E D A AMPERE, AIR, COMPRESSED AIR CONT CONTINUOUS, CONTINUATION G GAS, GAS MAIN OR SERVICE LIINE, GROUND MHZ MEGAHERTZ SCFM STANDARD CUBIC FEET PER MINUTE BUILDING MATERIALS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CONTR CONTRACT, CONTRACTOR ROD MID MIDDLE SO STORM DRAIN, SMOKE DETECTORww R K S I T E w AND TRANSPORTATION OFFICIALS COORD COORDINATE GA CAGE, 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 CORA CORRIDOR, CORRUGATED GC GROUND COUNTERPOISE MM MILLIMETER SH SHEET EXISTING NEW DESCRIPTION ABV ABOVE COV COVER GCMU GLAZED CONCRETE MASONRY UNIT MO MASONRY OPENING SHV SHELVING 2�/ MON MONUMENT EARTH AC ALTERNATING CURRENT, AIR CONDITIONING CP CEMENT PLASTER, CONDENSATE PUMP GDR GUARDRAIL SIM SIMILAR UNIT, ACRE DISCHARGE GEN GENERATOR MP MEDIUM PRESSURE SK SKETCH (-1#�--— 04 0 ° ACI AMERICAN CONCRETE INSTITUTE CPT CARPET GFE GOVERNMENT FURNISHED EQUIPMENT MPH MILES PER HOUR DEMOLITION AND REMOVAL 000�Q�C� SLP SLOPE o CRUSHED STONE ACMU ACOUSTICAL CONCRETE MASONRY UNITS CR CEILING REGISTER, HOT CONDENSER "NATER GFECI GOVERNMENT FURNISHED EQUIPIMENT, MPR MEDIUM -PRESSURE RETURN SMR SURFACE (METAL RACEWAY ACS ACCESS CSD CELLULAR STEEL DECK CONTRACTOR INSTALLED MPS MEDIUM -PRESSURE STEAM SPT SEALANT ACST ACOUSTIC, ACOUSTICAL CT CERAMIC TILE GFI GROUND FAULT INTERRUPTER MR MOP RECEPTOR ,. CONCRETE MSL MEAN SEA LEVEL SP SPACE, SPACES, STATIC PRESSURE , , , � , , , , , , , ,', A. C. T. ACOUSTIC CEILING TILE CTR CENTER GFM GOVERNMENT FURNISHED MATERIAL SPD STATIC PRESSURE DROP BUILDING AND PORCH OR STOOP ACV ALARM CHECK VALVE CTSK COUNTERSUNK GHZ GIGAHERTZ MT MOUNT SPEC SPECIFICATION 77 AD ACCESS DOOR CTWT COUNTERWEIGHT GI CU CUBIC, COPPER GL GLASS GALVANIZED IRON MTD MOUNTED N SPMR SINGLE-PILY MEMBRANE ROOF STEEL ADD. ADDITIONAL MTC MOUNTING SPR SPRINKLER FOUNDATION ONLY ADN ADHESIVE CULV CULVERT GND GROUND MTR MOTOR SPRT SUPPORT CONCRETE MASONRY UNITS CV CONVERTER GOVERNMENT ADJ ADJACENT MTZ MOTORIZED GOVT ENT SPS STATIC PRESSURE SENSOR ADMIN ADMINISTRATIVE CW DOMESTIC COLD WATER GPM GALLONS PER HOUR MUL MULLION SQ SQUARE 50'� 50'9 SPOT ELEVATION AFF ABOVE FINISH FLOOR CWB CAPILLARY WATER BARRIER GPM GALLONS PER MINUTE MWP MEMBRANE WATERPROOFING ss SANITARY SEWER BRIG AFFF AQUEOUS FILM FORMING FOAM CWR CHILLED WATER RETURN GR GRADE N NORTH SSD SUBSURFACE DRAIN NA NOT APPLICABLE — —' —35 -----'ELEVATION CONTOUR � AFMS AIRFLOW MEASURING STATION CWS CHILLED WATER SUPPLY GRAD GRADUATED SSK SOIL STACK -- 35 ' '. PRECAST EXPOSED NORMALLY CLOSED C. AGGR AGGREGATE D DEPTH, DEGREE OF CURVE, DIMMER GRL GRILLE N,SST STAINLESS STEEL � � AGGREGATE CONCRETE AH AIR HANDLING, AIR -HANDLING UNIT SWITCH, DRAINLINE, MOUNTED IN DUCT GRT GROUT N & D NAIL AND DISC ST STREET, STORY, STEAM, STEAM SUPPLY CONCRETE CURB AHR ANCHOR c DB DRY BULB, DIRECT BURIAL, NEC NATIONAL ELECTRICAL CODE .SDUCT GSU GLAZED STRUCTURAL UNITS TA STATION DECIBELS GTV GATE VALVE SANK, NEUT NEUTRAL STD STANDARD STONE AIC AMPERE INTERRUPTING CAPACITY NFPA NATIONAL FIRE PROTECTION ASSOCIATION STER STERILIZER CONCRETE CURB AND GUTTER AISC AMERICAN INSTITUTE OF STEEL DBT_ DOUBLE GVL GRAVEL CONSTRUCTION DC DIRECT CURRENT GWB GYPSUM WALLBOARD NIC NOT A CONTRACT STIF STIFFENER ' ' ' AL ALUMINUM DEC DECIDUOUS GYP GYPSUM N.O. NORMALLY OPEN STIR. STIRRUP TERRAZZO NO., NOS NUMBER, NUMBERS ASPH DEFL DEFLECT, DEFLECTION H HATCH STL STEEL • • - • • • • • - • • - • • - • • • • • ASPHALT PAVEMENT PRECAST INSULATING ALT ALTERNATE AM. AMMETER DEG DEGREE HB HOSE BIBB NOM NOMINAL STOR STORAGE DEM DEMOUNTABLE H8D HARDBOARD NPRN NEOPRENE ROOF DECK C STR STRAIGHT ON AMP AMPERAGE NPW NONPOTABLE NATER C ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DEPR DEPRESSED HC HANDICAPPED STRL STRUCTURAL CONCRE•rE PAVEMENT DEPT DEPARTMENT HCR HOT/CHILLED WATER RETURN NRS NONRISING STEM STRUC STRUCTURE 1 ( I ACOUSTICAL TILE AP ACCESS PANEL APPA APPROVED DET DETAIL HCS HOT/CHILLED WATER SUPPLY NS NEAR SIDE SUBSTA SUBSTATION ------------- -_- NST NONSLIP TREAD APPROX APPROXIMATE OF DRINKING .FOUNTAIN HD HEAD, HEAT DETECTOR SUP. SUPPLYUNPAVED OR GRAVEL ROADWAY ------------ � DH DUCT HEATER, ,DOOR HOLDER HDR HANDRAIL NTS NOT TO SCALE SURF. SURFACE ROUGH WOOD APS ALARM PRESSURE SWITCH 0 TO 0 OUT TO OUT ARCH. ARCHITECTURAL � DI DROP INLET, DUCTILE IRON HOW HARDWARE SUSP SUSPENDED �r--rv�r-, r-r�r,--r-� TREE LINE A.R.E. A. AMERICAN RAILWAY ENGINEERING ASSOCIATION DIA DIAMETER HDWD HARDWOOD OA OVERALL, OUTSIDE AIR SV SHEET VINYL, STEAM VENT DIAG DIAGRAM, DIAGONAL HOWL HEADWALL OC ON CENTER SVCE SERVICES FINISH WOOD ASB ASBESTOS HG REFRIGERANT HOT GAS OD OUTSIDE DIAMETER SW SHORT WAY, SWITCH, SIDEWALK O CO INDIVIDUAL TREE OR SHRUB ASPH ASPHALT DIFF DIFFUSER O.F. OUTSIDE FACE ASSY ASSEMBLY DIM. DIMENSION HGT HEIGHT SWBD SWITCHBOARD OFCI OWNER -FURNISHED CONTRACTOR -INSTALLED SWGR SWITCHGEAR PLYWOOD ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DIP. DUCTILE IRON PIPE H.LD. HIGH ---INTENSITY DISCHARGE OPNG OPENING SYMM SYMMETRICAL -x_/ \-x---x--/Y\-x- FENCE AND GATE DIR DIRECTION HM HOLLOW METAL ASYM ASYMMETRICAL OPP OPPOSITE "' AT. ASPHALT TILE DISC. DISCONNECT HORIZ HORIZONTAL SYS SYSTEM a 4". ~ PLASTER OR GWB HP HORSEPOWER OS&Y OUTSIDE SCREW AND YOKE T TREAD, TOP, TANGENT, TELEPHONE, ATS AUTOMATIC TRANSFER SWITCH DI5CH DISCHARGE +� OF SWALE OR DITCH AUTO. AUTOMATIC DISP DISPENSER HPR HIGH-PRESSURE RETURN OVHD OVERHEAD TRANSFORMER —�� .' AUX AUXILIARY DIV DIVISION NPS HIGH-PRESSURE STEAM, HIGH-PRESSURE SODIUM OZ OUNCE T & 8 TOP AND BOTTOM R VENT, AUDIOVISUAL ACID VENT IND GROOVE — SPL R/W SPL, R/W BATT OR FOAM INSULATION DK DECK HPT HIGH POINT P POLE, POWER, PUMP T & G TONGUE A AV AI E PA PIPE ANCHOR - _ --�— -�_ _ �_ _ _ ._ PROPERTY LINE OR RIGHT OF WAY DL DEAD LOAD HR HOUR T & P TEMPERATURE AND PRESSURE AVG AVERAGE DMH DROP MANHOLE HRR HEAT RECOVERY RETURN PB PUSH BUTTON, PANELBOARD TAF TROWEL APPLIED FINISH RIGID INSULATION AW ACID WASTE DRAIN PC POINT OF CURVE, PIECE UTILITY EASEMENT AWG AMERICAN WIRE GAUGE DML DEMOLITION, DEMOLISH HRS HEAT RECOVERY SUPPLY TBM TEMPORARY BENCH MARK AWS AMERICAN WELDING SOCIETY DMPR DAMPER HTG HEATING PCC POINT OF COMPOUND CURVE, PRECAST TC TOP OF CURB OWN HTR HEATER CONCRETE TO TRENCH DUCT BL, � BL, � COMPRESSIBLE FILLER AWWA AMERICAN WATER WORKS ASSOCIATION ON D DP DOWPROOFING HV HIGH VOLTAGE, HEATING -VENTILATING PCP PRECAST CONCRETE PANEL TDC TURNED DOWN CURB ' - -� - "�' —� CENTER OR BASE LINE B INTEGRALLY MOUNTED EMERGENCY BATTERY, PCSP PRECAST CONCRETE SANDWICH PANEL BRINE SUPPLY DR DOOR, DRIVE UNIT TEL TELEPHONE BAL BALANCEPD PRESSURE DROP DS DOWNSPOUT, DRIP STATION, DIGESTED SLUDGE HW DOMESTIC HOT WATER TEMP TEMPERATURE, TEMPERED, TEMPORARY LIMIT OF WORK LINE _ BB BULLETIN BOARDPED PEDESTAL DSD DUCT SMOKE DETECTOR HWC DOMESTIC HOT WATER CIRCULATING TER TERRAZZO PEJ PREMOLDED EXPANSION JOINT ������ 8&B BALL &BURLAP DTWH DUAL TEMP WALL HYDRANT HWL HIGH-WATER LINE TERM. TERMINAL B TO 8 BACK TO BACK DUP DUPLICATE HWR HEATING HOT WATER RETURN PF POROUS FILL TFE TETRAFLUC)ROETHYLENE _ _ _ _ LIMIT OF SEEDING LINE (IF DIFFERENT BBD BOILER BLOW DOWN DVTL DOVETAIL HWS HEATING HOT WATER SUPPLY P.F. POWER FACTOR TG TOP GRILLE FROM L.O.W. LINE PG PIPE GUIDE BC BOLT CIRCLE, BOTTOM OF CURB DW DUMBWAITER HYD HYDRANT THERM. THERMOMETER. A BD BOARD DWD DRINKING WATER DISPENSER HZ HERTZ PH PHASE, PENTHOUSE THK THICK FIELD SURVEY TRAVERSE POINT SYMBOLS ' BDL BUNDLE DWEL DWELLING I. INTERCOM PT POINT OF INTERSECTION THKNS THICKNESS BET. BETWEEN DWG DRAWING ID INSIDE DIAMETER PIV POST INDICATOR VALVE THR THRESHOLD #16 TEST BORING BF BLIND FLANGE PL PLATE, PROPERTY LINE OWL DOWEL IN. INCH TKBD TACKBQARD SPACE 8FD BOILER FEEDWATER DISCHARGE DWV DRAIN, WASTE, AND VENT INCAND INCANDESCENT PLAM PLASTIC LAMINATE TMV THERMAL MIXING; VALVE ROOM BG BOTTOM GRILLE DX DUPLEX, DIRECT EXPANSION INCL INCLUSIVE PLAS PLASTER TOC TOP OF TFEEL CONCRETE ®#1 BAG SAMPLE E EAST, EMERGENCY CIRCUIT PLATE PLATFORM TOS TOP OF SX03 INCA INCREMENT MUN Y STEEL BITUM BITUMINOUS PLYWOOD BL- BUILDING LINE, BASE LINE EA EACH IND INDUCTION PLYWD TOT. TOTAL HDWL LAST TWO E.A.T. ENTERING AIF!. TEMPERATURE INFL INFLUENT PNL PANEL TR TOP REGISTER STORM DRAIN AND HEAD WALL FIRST DIGIT INDICATES DIGITS INDICATE BLDG BUILDING K BLOCK BLOCKING EE EACH END IN5TL INSTALL PNT PAINT, PAINTED TRANSV TRANSVERSE ""'-- SD —�+-'SD FLOOR NUMBER SPACE NUMBER BL INSUL INSULATIONINSULATEDINSULATOR, POB POINT OF BEGINNING TRTD TREATED , , BLW BELOW EF EACH FACE POL POLISH, POINT ON LINE RD ROOF DRAIN INSULATING TS TEMPERATURE STEEL, TIME SWITCH, TAMPER BM BEAM, BENCH MARK EFL EFFLUENT PPH POUNDS PER HOUR ELEVATIONS BOT BOTTOM EJ EXPANSION JOINT INT INTEGRATED SWITCr�,TEDaPERATURE SWITCH, SLUDGE BP BASE PLATE, BACKFLOW PREVENTER EL ELEVATION INTMD INTERMEDIATE PR PAIR TSLD TOP STRIP' LINE DIFFUSER __,.f__ S—S SANITARY SEWER BR BARE ROOT, BOTTOM REGISTER, ELEC ELECTRIC, ELECTRICAL INTR INTERIOR PRC POINT OF REVERSE CURVE T'STAT THERMOSTAT ELEVATION NUMBER 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 W W WATER MAIN OR SERVICE LINE 3 BRK BRICK EMER EMERGENCY IR IRRIGATION PRI PRIMARY TW TOP OF WALL BRKR BREAKER ENCL ENCLOSE, ENCLOSURE ISOL ISOLATOR PRL PARALLEL TYP TYPICAL Al2 PROV PROVIDED G G GAS MAIN OR SERVICE LINE BRKT BRACKET ENGR ENGINEER JB JUNCTION BOX UC UNDERCUT BRZ BRONZE ENT ENTERING JC JANITOR'S CLOSET P.R.S. PRESSURE REDUCING STATION UFD UNDER FLOOR DUCT ST ST IS SHEET WHERE ELEVATION BSMT BASEMENT ENTR ENTRANCE JCT JUNCTION PRV PRESSURE REDUCING VALVE, POWER ROOF UG UNDERGROUND JST JOIST VENTILATOR UH UNIT HEATER BT BENT EOL END OF LINE STEAM SUPPLY AND CONDENSATE RETURN 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 .�.__— VALVE "IN BOX, MANHOLE OR VAULT WINDOWS DOORS BU BUILT-UP EQPT EQUIPMENT KCM THOUSAND CIRCULAR MILLS PSF POUNDS PER SQUARE FOOT ULT ULTIMATE BUR BUILT-UP ROOFING) E TO E END TO END KCP KEENE'S CEMENT PLASTER PSI POUNDS PER SQUARE INCH UNIF UNIFORM KG KILOGRAM PSIG POUNDS PER SQUARE INCH CAGE UNO UNLESS NOTED OTHERWISE PIPE FITTINGS AND REACTION BLOCKING BW BOTH WAYS EV EVERGREEN 201 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 FHYD FHYD A LAST TWO `C DEGREES CELSIUS E•W.T, ENTERING WATER TEMPERATURE KSF KIPS PER SQUARE FOOT PVC POINT OF VERTICAL CURVE, POLYVINYL U.S. URINAL SCREEN HYDRANT ASSEMBLY, NOTED YHYD OR FHYD FIRST DIGIT DIGITS C TO C CENTER TO CENTER EXC EXCAVATE, EXCAVATION KSI KIPS PER SQUARE INCH CHLORIDE UTIL UTILITY TYPE OR DIGITS DESIGNATE PVI POINT OF VERTICAL INTERSECTION V VOLTAGE, VOLT, VENT, VALVE DESIGNATE DOOR C & G CURB & GUTTER EXH EXHAUST KV KILOVOLT THE FLOOR NUMBER CAB, CABINET KVA KILOVOLT -AMPERE PVMT PAVEMENT VAC VACUUM, VOLTS AC ( CO SCO, CO -0 CO -3 EXP EXPOSED PVT POINT OF VERTICAL TANGENT, PRIVATE VAV VARIABLE ,AIR VOLUME ) \" ) �j'♦� CLEANOUT CANTIL CANTILEVER EXPN EXPANSION KW KILOWATT CAP. CAPACITY EXST EXISTING KWH KILOWATT HOUR PWR POWER VB VAPOR BARRIER PLANTS CB CATCH BASIN EXT EXTERIOR, EXTERNAL L LEFT, LITER, LENGTH OF CURVE QT QUARRY TILE VC VERTICAL CURVE MANHOLE 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 PLANT CODE CDI CURB DROP INLET ALARM, FAN LAM LAMINATE R/W RIGHT OF WAY VDC VOLTS DC -- l� !-! a- ® STORM DRAIN INLET STRUCTURE CEM CEMENT F DEGREES FAHRENHEIT LAT LATITUDE, LATERAL RA RETURN AIR VEL VELOCITY CENT. CENTRIFUGAL • QUANTITY 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 *J M❑ o tiJ C ME7ER (GAS OR WATER) COMMENTS CFS CUBIC FEET PER SECOND FAB FABRICATE LB POUND RAS RETURN ACTIVATED SLUDGE VEST. VESTIBULE CG CORNER GUARD, CHANGE OF GRADE, LCG LACING RBR RUBBER VHF VERY HIGH FREQUENCY A FABL FIRE ALARM BELL UTILITY POLE, GUY AND ANCHOR CEILING GRILLE FRCP FIRE ALARM CONTROL PANEL LOG 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 DETAILS &SECTIONS CHAM CHAMFER LG LENGTH, LONG RCVG RECEIVING VOL VOLUME CHBp CHALKBOARD FD FLOOR DRAIN, FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION LIQ LIQUID RCVR RECEIVER VM VOLTMETER LIGHTING STANDARD CHEM CHEMICAL LKR LOCKER RD ROOF DRAIN, ROAD VT VINYL TILE SHEET WHERE DETAIL CHIS CHISELED FON FOUNDATION LL LIVE LOAD DB DB RDCR REDUCER VTS VALVE TAMPER SWITCH DIRECT BURIAL CABLE IS DRAW FDR FEEDER C CIVIL CHKR CHECKER, CHECKERED FE FIRE EXTINGUISHER LLH LONG LEG HORIZONTAL REC RECESS VTR VENT THRU ROOF A ARCHITECTURAL DETAIL NUMBER CI CAST IRON LLV LONG LEG VERTICAL RECIR RECIRCULATING VWC VINYL WALL COVERING A7.2 CIP CAST IN PLACE FEC FIRE EXTINGUISHER CABINET C50 CIVIL DETAIL S STRUCTURAL FES FLARED END SECTION LOC LOCATE RECT RECTANGLE, RECTANGULAR W WEST, WATT, WIDE, WATER MAIN OR P PLUMBING CIRC CIRCULAR, CIRCUMFERENCE LONG. LONGITUDINAL RED. REDUCING CJ CONSTRUCTION JOINT, CONTROL JOINT � FGL FIBERGLASS SERVICE LINE AC AIR CONDITIONING A7 FN FIRE HOSE LPT LOW POINT REF REFERENCE W/ WITH E ELECTRICAL A2 CKT CIRCUIT LPR LOW-PRESSURE RETURN REFL REFLECTED W/O WITHOUT M MECHANICAL SHEET OR SHEETS CENTER LINE FHC FIRE HOSE CABINET NOTE: FOR ELECTRICAL LEGEND SEE CL, FHYD FIRE HYDRANT LPS LOW-PRESSURE STEAM, LOW PRESSURE SODIUM REFR REFRIGERATOR WA WAINSCOT SHEET E1. WHERE DETAIL CLG CEILING FIG. FIGURE LR LONG RADIUS, LINEAR REGISTER REHT REHEAT WAS WASTE ACTIVATED SLUDGE APPLIES CLJ CONTROL JOINT FIN. FINISH LS LUMP SUM, LIMIT SWITCH REINF REINFORCE, REINFORCEMENT, REINFORCED WB WIND BEAMI, WET BULB CLO CLOSET LT LIGHT REM REMAINDER WC WATER CLOSET CLOS CLOSURE FL FLOOR, FLASHING FLAT OVAL LTG LIGHTING READ REQUIRED WD WOOD, WIDTH CLPR CALIPER LV LOW VOLTAGE RESIL RESILIENT WOO WINDOW CLR CLEAR FLEX. FLEXIBLE LVR LOUVER REV REVISION WFD WATER FLOW DETECTOR CLSD CEILING LINEAR SLOT DIFFUSER FLG FLANGE FLSH FLASHING LW LONG WAY RF ROOF, RADIO FREQUENCY WG WATER GAGE REVISION DATE DESCRIPTION BY APP CLSR CEILING LINEAR SLOT RETURN LWC LIGHTWEIGHT CONCRETE RFI RADIO FREQUENCY INTERFERENCE WH WALL HYDRANT C. 0. CHANGE OF GRADE FLUOR FLUORESCENT FOR. FUEL -OIL RETURN L'NL LOW-WATER LINE RFG ROOFING WHA WATER HAMMER ARRESTER DESIGNED JBH CHARLOTTESVILLE EMERGENCY CM CENTIMETER FOS FUEL -OIL SUPPLY L.W.T. LEAVING WATER TEMPERATURE RFGT REFRIGERANT WI WROUGHT IRON CMP CORRUGATED METAL PIPE FOV FUEL -OIL VENT M METER, MANUAL, MICROPHONE JACK, MOTOR RFH ROOF HATCH WL WIND LOAD„ WATER LINE DRAWN JBH COMMUNICATIONS CENTER CMPSN COMPOSITION FPM FEET PER MINUTE MACH MACHINE RL ROOF LEADER, REFRIGERANT LIQUID WP WORKING POINT, WEATHERPROOF CMU CONCRETE MASONRY UNITS FPRF FIREPROOF MATL MATERIAL RM ROOM WPF WATERPROOFING CND CONDUIT MAX MAXIMUM RND ROUND WS WATER SURFACE, WATERSTOP CHECKED TMJ CHARLOTTESVILLE, VIRGINIA FR FRAME, FROM CNDCT CONDUCTIVE MBH 1000 BTU PER HOUR RO ROUGH OPENING WST WASTE CLADS CONDENSATE, CONDUITS FRICT FRICTION FRZR FREEZER MBR MEMBER RPM REVOLUTIONS PER MINUTE WT WEIGHT APPROVED GENERAL CO CLEANOUT, COUNTY MCC MOTOR CONTROL CENTER RPTA REPEATER WTR WATER ABBREVIATIONS AND LEGEND FS FAR SIDE, FULL SIZE; FLOW SWITCH COL COLUMN MECH MECHANICAL RS REFRIGERANT SUCTION WWF WELDED WIRE FABRIC SUBMITTED �• COMB. COMBINATION FT FOOT MJ MECHANICAL JOINT RTE ROUTE XARM CROSS ARM( COMP COMPRESSION, COMPRESSED FTG FOOTING MEMB MEMBRANE S SOUTH, SANITARY SEWER, SPEAKER, XFR TRANSFERSCALE COMM. CONC CONCRETE FUR FURRED, FURRING MET. METAL SWITCH, SUPPLY XFMR TRANSFORMER HAYES, SEAM, MATTERN & MATTERN, INC' NONE NO• 7261 COND CONDUCTOR, CONDUCTIVE, CONDENSER, CONDENSATE FURN FURNISH MFR MANUFACTURER SA SUPPLY AIR XMTR TRANSMITTER ,ARCHITE'CTS - ENGINEERS - PLANNERS CONN CONNECT, CONNECTION FUT FUTURE IDATE SHEET FWC FABRIC WALL COVERING MGD MILLION GALLONS PER DAY M DE SAN SANITARY YD YARD H RANT MAY 14, 1997 c ROAN OKE, VIRGINIA G2 CONST CON.)TRUCTION MH MANHOLE, MOUNTING HEIGHT, ETAL HALI SCHED SCHEDULE YHYD YARD YD 7261G2 C7261 MY1397 REV. 8 ACAD JLS PLOT SCALE: 1=1 XREF: NONE y ;.F; .-i 1. .lC?_'� r,L.l'�Jf;' it? . ..-. u. ,..• (lRhJi! .,,,,.„,.�,.... - .,.�..,...+ _ .. _ '�^.-•"•" YUSIIiUN EUGb Ui'YH1Nl"Uri'INISUt1b'-*"°"`�--^"` •� - - """ ' DRAVVING NUMBER R i i i I ni'•i ;-, ,LL.:. 'PUS Ii IUfi LUG t-GP'rAlal. ltd - III IS Ll (I 4 D r'�, NA/I N r IBJ U M Br r-? i i i i .............. n,,,,...,.� ..-.d..,-- .-n,.^•. ....^^,... - ^".'^.."�- S'ti$177U» EU(:E IIY YHlnf UM 0113 lint, •nLL="w - --ate- rUSn UN ibiii ur A:iin3 6,N: ihiS LINT - _---------------_ 1�� EXISTING HATCH STRIPING _ _ ��F' TO BE REMOVED �� �Q G\� c I \� \� 0 D R O U T /I 80' RIGHT OF WAY W UCI�I��I�/I/-i�K '/'/�-moi - =r r � - � �--� i � %- \ �''��' r /�,.'-/--j % / /� r,!�1 jj�% % % ��i/' ;ii'%''%� % - U S G.S /VI 0/�,/ (Jll/1 E/�/ / K3,415 L �v _, '_ - f _ _ '-_ w --- ---- �L:-._._..____11 I/VI l lOnl = -( C_ ---_— i —_---- _ � ------- - -- - ----- 0 C,e =r ovel line -------------- - `- - -- _ - 0? ,Y i „oG - - - -- - � %/ „' ". f/-_sl`p`�_`%�`���%T-/�--- PJ ------ �- — - - dater I ;re - _ _ _ ,,,/ - -- - _ „ 2 - �;r/I-/---- -- - --- -- - - nC) - - - - -- - - - -- - - - _ - - - - - - - � -- _ — _ r= rr� - - - - - - - - - - - \.? � 2 2 0 2.0 -0 2 9 I 7\ le - 2 e 22 0 2.0I0 I= �e _ {I_ Cl // r r `• I I �,� J 1 REMOVE; PAVEMENT FROM THIS AREA/ f/ :I� // ,� / i \ , j TO CREATE ISLAND }^5, ,i PAVEMENT, LIGHTS AND ,'' I I \ AND PATCH ASPHALT r// t CURB CUTS TO BE REMOVED \ ,,AND AREA TO BE TOPSOILED, � , ', �' W \ I - FERTILIZED & PERMANENTLY SEEDED DRAVVI G NUMIOrER . _ _ _ -.. _..s..�., ':_•. --„.mow... ,.......... .�.�..4 ?ChitlOrt EDGE YI11Ni ON :-iitlSCl.iB F - r - �-:w;- t” '•wca�ag, . _ - ....n c^.^r'^ • .:Y+,`''...+ac:. . -:. x-r-%e,.:i.,-' ... -�^_�^� ..•'--"^^ "--^^°'- '�-"'-' - ""^"". .YVstf7Un 2bLr..Ur YnIm UNIt,fS Une- � -., ^^•�^•^-M--^°'�^�^^-` ,.. -. .: .._ ..-.... . �c"2A� J ' l e,�n Drat CONSTRUCTION fel t J I//L/i tJ; . ;bra I , �' 1 / f'/ l �,' I;% PLUG ALL EXIST. i✓� / / STAGING AREA UTILITIES TO 1 STORY _ - �,t ''; `)`'�r oa j ail REMOVEPAVEMENT I / i� \ / _ r� \ STUCCO AND TRAILER I AND REPLACE AS / I - - _ _ / [�% C n �. h m cr < �� F� �/ )\� ' �� az��' � / NECESSARY \ - — --------- _ �r��'r'�—------- �%f i/ ; ,----- ' %�-- _-1 '- - - � - - -- - - _ __1 --;(��-5 rel < �f I l� — — -�)�` TOR y !.(:.` 1, 14 I / ` /{J 1 { .'' , (< f/ ',1 \ �✓d`, /f / fi.+:,• ;, _ / / T /,1 7 \ `n`r' .,. .. aii ' i �J / ,I 1� L•LT r - I i ^- II _ - I-.— ._.._� rr-- _,/ / '/ i % �� i. \ /� � i'�i., -._ __. ..- - � I".x'J-I f • -. / r r � ---- _ __ — —.. G� 1 4�'i %�._ -•. ,tom.' ,! <-� ���Of?Y ���'. C`r� t✓Il �� y�� \��� /Z- -TO REMAIN )'__ �, �Sf IV�FI\I I \ ?< I a - t/ - - I r / e � t✓, �� _ ELOCATE AIR _ I�71 AD s; --��✓,, ��-�r-, /I/ ,� �. - __ _ TEST UNIT _ „ __---=--------------- ___ ,,//�� i/"..; ,\\I ,I �c PLUG _;/f W, ;; // _ ___i%. ____ -- =%i- � �/ _,'' � '-\� ��•� 56�1'18'00.0��� ; t / ;,Icy �--- � 80TH ENDS CONTRACTOR_ TO REMOVE f .. -/f- l /i:. /% r / ; J /!'• f - !/ i - - 1, „1`' : i� i ' / ; I I / EXIST. SEPTIC TANK--- SEE ANK _- %/,, /f_.�,% SEE NOTES SH - - I:• a LiJ , i 1 / I • D IJ s O /1 i , CJ s� I/ //..oMrH s AREA�;� I \ \ - N61'18'00.0 W T0._CREATE-iSCANO ) - -AND PATCH ASPHALT RELOCATE POLE / 1 SEE SHEET UNIVERSITY OF VIRGINIA TAX MAP 60, PARCEL 30 ZONED R-1 F, ���,_=; I I oil ,LLI� Ir N / \ �� J o) \ - - - - -- ` Sad 5� 2 �9 � \ / \ Cl C7261 MY1497 REV. C ACRD TLM PLOT SCALE: 20 XREF: V T J Er; 7 /� T BEA L hI A11l '1,10, �2 \ l �ll rl l L l 7//\/ P U 1//1 Lr[ --F\ PO � EXISTING KCRC PUiIVP STATION AND MANHOLE GENERAL REMARKS EXISTING PAVEMENT MARKINGS TO BE REMOVED SHALL BE ERADICATED BY HYDROBLASTING OR OTHER METHOD APPROVED BY VDOT AND IN ACCORD WITH VDOT "ROADWAY AND BRIDGE SPECIFICATIONS." THE METHOD USED SHALL NOT DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT. THERE IS AN EXISTING SEPTIC TANK AND DRAIN FIELD LINES IN THE VICINITY SHOWN. THE CONTRACTOR SHALL LOCATE THESE AND ABANDON AS FOLLOWS: 1. THE SEPTIC TANK SHALL BE PUMPED OUT, REMOVED, AND THE CAVITY BACKFILLED WITH COMPACTED SUITABLE MATERIAL TO FINISHED GRADE IN ACCORDANCE WITH SPECIFICATION SECTION 02223. 2. IF THE DRAIN FIELD LINES ARE WITHIN 18" OF FINISHED GRADE, REMOVE AND DISPOSE OF IN ACCORDANCE WITH SPECIFICATION SECTION 02060. 3. IF THE DRAIN FIELD LINES ARE AT LEAST 18" BELOW FINISHED GRADE, ABANDON IN PLACE AND FILL WITH FLOWABLE FILL. UNIVERSITY OF VIRGINIA TAX MAP 60, PARCEL 31 _ ZONED R-1 S61'18'35.0"E 139.94 �... UNIVERSITY OF VIRGINIA TAX MAP 60, PARCEL 30B ZONED R-1 0� LEGEND TREE PROTECTION ���� �fl co k R No. 21318 kl%� �a j03lTAL $�� a P' AN r,r)t.L ;[)PPOaW!,it'd li>'l. :',,;R- +HNa '-'ry"^.'^'°- - . - - fil]tiAi) i Eijut uI' P'Rlni ui,' i,,I> tti.i - """' _ """ - DRAWING NUJV'8 _iP I ' L-.. ---- ..-_.-..__.___..__.._-_..__-."_.___..______.____-._ . Flt-��I(I IF i. r4 '�I.ti t",. .., .- _.__.__ -__ _ l'0iilU: tuG, Ol a.:IA1 ON ,l,6,.6, __ :-.-.r.».- C?FUNNING NUMBEH t'1 AN, r (- ! l i 1 1 i( ' AA,'; 1r\. 1�(:IR,F -_ .._- 2 _ t4(WN I,:,!ry 1LJMNi ;,' ` AG ' __ ^^'°'-- -- - .+•.m. ,,)SlilUrttwi of Y.14141-Uti fHISt'llit. . __ .+,e+.ew - -. ,,..,m,.••. - -_- .- - -.-. DRAVVING NUMBER ii i I i .__--___.__.------ __.__.-._---__.-..._ _-___.. _-J .-_ lAfld r, .! :f, ,G t,'. II' il, t(r,l�r,r ,.. I , ;,, , m. _ kUSlilUi+ tilU;E U :.rkt6il Uri illy Lint •' . --- --- _ .. . _ _ _ , DRA\/ViIi\IG N i'NIBER DRAVVINC3 NUMBER - - - - - � -(, 12" YELLOW DIAGONAL IVI /-\ I L✓i-1 Ll IV C [D � IVI H I l�Fl L11V E- 0 - R ` - '--�-_ �' \� �----__`- <Q \G LINES Q 24" O.C. � _ _ - ��` _ \ _ `\ 4" YELLOW LINE U. \ T �� \ \ \ \ 4" SMITE LINE __ � G. �_\ YELLOW -- - _ _ \ „ LINES ® DIAGONAL 228 70 NEAREST EXIST _ ~ - - -- - _ _\�_ ' I 80' RIGHT y 12 YELLOW DIAGONAL - - T :� _ ` -\_ � _ 24 O C - 4" YELLOW LINE - REPLACE AND EXISTING STREET INTERSECTION / 80RE &JACK 8- _ /1 �H�VI /� \\ WIDEN _ --_ A /EMENT AS SH LINES ®24' O.C.0/ // / / , - WATER LINE _ " T� %\\\J� \/' T /T C/lam `-' r -� - - - OWN �, E DETAIL - SHEET C6 \/% \/ \ �\\ \^\ '\ \ / \/_/_i!-'= \SCS I�%I�/I�'l I7 r \' r ................. ................ . ...."::.'�:... ....... -`_ W __ 100' - - --- _,--._._-- � I I/� �r- ". �,�� / .................. . ........... S_ .................................... _ __ �� CURB & ..... TION - ....................... . 0. 1118 ' ::' .::''.' ''.:'. " ::`:" :. . - _ - _ = �tJTTE f E LINE L T, TURN LANE �I C\j 1 --1 'n \ 00 R TAPE i -_ - E ................. .... ... - ") �-� ' LT TURN LAN �, J ................................................................ . L�') Ln - - -_ �_,_ - - ! ...................................................... .... .. �� � Q 2 � i` Tr"G ; �l l �'iJ P _ - - - - - - _ �� O co LJ E /\/ � l `i T \ . - cr) 7 ----- ;.r 'If -- _ _ _ - - _- - '1 / .. ... .. .. .. ....... .................. .................... .. ......... ............... .. .... .. ` .. .. .. ................. I...._ ... ..........,.-.,..... ..,,..... .... ....., ...... .......................... ...`-.�- ..... ...... " \ -�. ; . _ ' ' - - 2' 0: ?` - " - 2:: / ,, �. - - / r 45 R^ J.' n 01 � w - _ _ - - .L'.'�. - 9 - -$- e I T 7' : 7:: N - 1 i 11 v "?\„ APER ,v �, ° ( �.,lo ,, x .; �� l R ....\1\' q q.... l.. \��' � �� \�Pl , ? `_�', fit' 1 '�Pt - �\ ,�.,, - �-r r J T, TU LA e? __ ,:.1::.1: 2". M=TER ...'.'.'.'.'.' LO r \iv, _. (e p RN N 100' ...t' e � �, I��e R-2202.00 L=210.02' -r- \ �j • 9, E _ c`3' �-_ n c III :.; _ - I 1 RT. TURN LANE \,r THER.S' rNS:T'ALL - -- '� _ T 1� U , - ,� _ \ �. \2( �: J - ?� Y'�CD-1`LT A .'. - I \ -- - -- < Irl; - 2. �'-- -- _ In AP6 C'� � - - _ - __-- --1 I N 5 � `____- - cv FH YD h \ _ -"- - -. - X -__ 177 0 - _ cu \1 FRON T S --_ _ _ `1 ET,gACK ----- - r L I N � ' E - / / �.� :.'':'.:'..'..':... :...... - - -- � - -'- e I � f. { r �. I 1 >^ I (�,V `rte✓ .�'/. �'~ � \ r S;: ;:.; r `� I I `ti j If I,- I, I I 1._ _- - i _ _--- i 5\ \ .. - - -l; I - / _'.i\ " - cry O(_� i -r l 0 t J r F\/ /• 1 I L _ - - / \J - n /r -f- ,n ) c l c ! l \lel S 0. 30 \ 7 i J' EXISTING KCRC PlJiMP STATION AND �1A!1\1N.OLE S0 0 0 2 FOR- / I ' GENERAL REMARKS %f _\ 5 '`'`��i i STORY ERIC C . . I / \ -� .; OF SSD ` ? n I - c -'`' �l' CONTINUATION NIT BASEr'(E, IT _ \'\ . \ \ "' - 00 �_ -1 ': ':'::'::':.:.......: / _ _ 5.2.39 r. / o� 11 -11 _ 18" MIN. SEPARATION �'i.,. , !' J 2. PLAN PREPARED BY T. L. MANER '� - OPO TION I.�, ' / \ �` PR ED EMERGENCY COMMUNICATIONS 1 ° „E 11 '� I / \ �' ,I / AND OPERATIONS CENTER _ / .! ' 3. TAX MAP 6o PARCELS 30C, 30D 30E AND 30F u - - -� OIL/W�XTER I * I EI I ( i / - ;/ .i / \y\Q ' \ t� u I i �' " I `2`�� 4. FOUR EXISTING PARCELS ARE ZONED R-1. THESE PARCELS AREA TO BE SERr ftiATOR - 11 LOWER LE VEL F.F.E. = 542.0 C0#202 _ _ _I / I / I \ COMBINED INTO ONE PARCEL. (!� •\\\ � \ I- w ....... CYCLE I • c � i � � P� I � /, SEE SHEET S2 UPPER LEVEL F.F.E. = 554.67 . • ... , STORAGE .i �� , \0� j • I_,I` <; . \ 14 FOR CONTINUATION OF SSD 1 t >" l �� \ \ a & HASH y I .�_r� /� /'� ; 5. MAGISTERIAL DISTRICT: JACK JOUETT ��� 8 "�. \ 2.x'.0 ADD 20, ?°' �� ����- / 4 I \\ -\' S'o� \ \ DI#302 :::`y�' o \ �?- �G S / S�cJ I. -S I 6, PROJECT LOCATION: ALBEMARLE COUNTY, VIRGINIA \ sz. 10 RD 2 1 CO#306 :':':':��. 6 r7 _ _ 1' �Rp , \ �° ' I ........ ................. ...... �.. I \ S \ �O\ O :':':':':'...:':':':':':':'::':':':':.:':'::':':''::'.: C3 ::.:':':':'' .. 120' D 6 R :.:.:.: LT_E NAT 1 GZ�� C�' - �I 7. TOPOGRAPHY AND SURVEY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, S \o \ .......:....:.....' ..................... �' j( \° DATED OCTOBER 27, 1995 (REVISED NOVEMBER 3, 1995). NO BOUNDARY \ \� SSS o, :' : CO#303 . 4. 18 R .:.:..2.'... NO. 1 ; MIN `� ,�e� 2 r r r SURVEY WAS PERFORMED. BOUNDARY SHOWN HEREON IS COMPILED FROM THE Q I f -� - FOLLOWING RECORDED PLATS: D,B. 349 .243 PARCELS D E AND C .: '.:. N O Z� o \ ...,' :.'.':::::'.'.:'.'.':.'.':.':.'..'::.:'.:' 1'18 O.i7.. .>- , LL, �R AND D.B. 300 p.248 (PARCEL F). \ 10 ....... ............ ., TYP. _> �� S 1, IR ,.... ............... ,....... ( ) r� f \ s ..................... 11 .'.'.'.'.. ' k , F ZG V. . .. _.. 5.0......... AP.1.............................. .'. :':':':':::':' ' .. N_ F REL �� .'.'.':...'.'.' F \ / I ... .....�..................... 1...... ".'.'.AP.... J 8 PROPOSED USE. EMERGENCY COMMUNICATIONS CENTER \ : g '.'.'.'.'.'.'.'.'.'.'.....'.................".'.':................. Cil............... \...... ........................... \ \ :..<p. _.........................'..'..':.'.'....... ....... \.. :::::............. .....:':':':':.:.:.:.:.:, "''...., I MAXIMUM ACREAGE OCCUPIED: 1.0 ACRES .... -� ..................'.'.'..'.'.'.'......................................:.................................. �Q.. �. , i•. .' ' :':'':'''''' <` ..............................................................�....................... _......� - ........... ... .... ..... T ............. :':' , .. '...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'................................................� 4.'..'..'... $.......'.'.'.'.'.'...'.'..'...'. '.'.....'...............................................'.'.'... _ �/ I 2d.. ' .:.':....':.:....'.'..� 2.ft.....�" , - 9. MAXIMUM NUMBER OF EMPLOYEES. 20 .......... UNIVERSITY OF VIRGINIA ti................. ... ......'.'.'.'.'.'...........................'..'..'.'.'.' _I \ _ � 2 \ ' \ �, ...... .. ..... .................I......_ T X MAP 60 PARCEL 30 7 A ........ ........: ....................... ... ...'.'.'. '...'...'.'.'.'.................'.'.'.'."............... .........................................................................� .. ,, ...� ZONED R-1 '\ �..........................� ..... -, a ......... ........ s1' ......... _ - Q i 10. MAXIMUM IMPERVIOUS COVER ON SITE: 1.6 ACRES r, P. . 'i -- :.. I r it--.-:. _...............................................................................r.'.'.'............................................................................. 11. OPEN SPACE: 2,9 ACRES OF 4.5 ACRES TOTAL SITE = 64� O :,; _; ( ) ;;IM'c3'_*.'_'_*_*I I .... I i i -<f�.:w/ .. .. ...'.'....... .'.'.'. .. ..'. .... .'.i ... ..... .. ........ ..... .............. .. ... .. ..... ...... ..... .... ... .. .. .... .. .. ......... ..... ... ..... ...................... ................ .. ............ .. ..... .... .... .. ..... 4 t .. J ,.................................... AP , .'.'.'.'.113: -`�\ 12. SQUARE FOOTAGE: 10 400 zP>.'..'.'.'.'.'.'.'.'.'.'..'.'.'.'. '.'.'.'..' ..'........... ......'.'......:.'.'..'.. .'.' 0 i ... .. ............... ...... ..... ............... \ �. \ ............................. \�b................................ ':':':':':':' ':.':':: ':'::'::':':'::':':':':':':': J I ,� hP2..........................'.'.'.'.'.'... c . ........................................... .... J I I ...... ........................................................................... .................................................................................................................................. r �1 T ................................................................... o �� w 13. HEIGHT OF BUILDING: 33 FEET . ................... - I 1 .. ...................... ..'.'.' .'.'...'.'.'.'.'.'.' .'.'.'.'.'.'..'.'..'.' .'.'.'.'.'.'.'.'.'.' ....'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.•.'.'.'.' :':':': ....... - ........ ............... �.\ \ .................. n`1 I o i ............................................................................................. ........... .................... r ,. , ,o _\.:. J; / o. 14. MAXIMUM AMOUNT OF PAVED PARKING AND I �, VEH CULAR CIRCULATION ........,%.......................................... \.,a �oIN NI :'., ,1 _^:,\ - AREAS. 4800 SQUARE A �. �........................................................................................................................ .............................. _,. �._ _, ._ ,. ,- .- Q RE YARDS J )'' .'''' ..... ....... ... k�a--r �' \ i,. _i I f i N I ci Ilt \'.'.'.'-'.'.. o v G i 0 c ' V N'. �'.Y' 4.. t N { r ............................... ............. .................................................... o ................. ...................... ................................................................................................................................. ; .,� 15. ALL ENTRANCES TO SITE ARE EXISTING. FIELD SURVEY W ..'".'....'.'.'.'.'.'........................................................................................ C D 110 ............................... 1! ;,t ,, ILL BE PERFORMED l cc 7 ............................................................. ., .......-:. - . TO DETERMINE SITE DISTANCES _F ..,.'.F....................................................... . \ f,.... ..........................................' ................' . ,- ,',/1..,,' \` v NECESSARY. Z' ........... C� j. 1 10 : G\� ................................ ........... ! \ T \ "" \ "' """"""" ""' \ o , o� _, 16. DIMENSIONS SHOWN TO CURBS ARE TO FACE OF CURB. \� \ J \ % Tt U �1�...... ,..,, . \� .1'. .... ........... ........... .......... ........... .......................................................... .... ........................... ......... +., + Wil} I= r r 3 :' ::::_.............................................................................................. i 7. DRAINAGE STRUCTURES SHALL B CONSTRUCTED (�.............................................................................................................................. �-Z . E 0 UCTED IN ACCORDANCE WITH THE ............................................................................................................................... ................................................. ......:.... �� ,..�....... VIRGINIA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS VDOT . I'D 15 C-1 ......... . ..'.'..'..'.':.'.'.'.'.'.'..':':.':.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'..'.'.':.'.'.'.'.'.'. ... .. ..... . NERA WATER & SE NER CONDITIONS I G E L......... ............................................................................... '.Y- .'.'.'.'.'.'.'.....'.'.'........'.'.'..'.'.'.'.'.......'..'......................... . \�n rn,.'.'.'.'.*.'.'.'.•.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'..'.' / \ ........ •.•••••:....... :':' 18. CONTRACTOR SHALL BE RESPONSIBLE FOR 08TAINING ALL NECESSARY RIGHT- S.....................................................................................................................:.................... - """ OF WAY PERMITS. CONSTRUCTION PERMITS AND LICENSES REQUIRED BY THE 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE`\ ;\;j0` SO ... .....' """' ' / AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR c��y .... / - 1 STATE OF VIRGINIA, THE COUNTY OF ALBEMARLE, OR OTHER GOVERNING NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START \� CDI 01 5 SD � ,-\ r,> / I AGENCIES INVOLOVED UNDER THIS CONTRACT. ��, ,v'; OF THE WORK. ` \ _ r _ - -- j '` 19. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES, INCLUDING THE SEPTIC .\ . 1 TANK, HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE='' - -- - -' `SWM BASIN '� \ SWM 401 �, �� THEREFORE, THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. THERE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE: PLANS AND WHERE \ -,�, FESn300 _�'�.;,!� -��, ' I SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON •� \ \ 1. - '=', �Tj,� MAY BE OTHERS, THE EXISTANCE OF WHICH IS PRESENTLY NOT KNOWN. HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES'\ 1 \ �,1' = 'G THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AT HIS OWN -,,, -^ \-`, %' i kx\�: o �� INITIATIVE AND EXPENSE PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL AS NECESSARY. \ \ '�"•' FES'100 - c\.`. '1^"'' �' SUBMIT A MISS UTILITY VERIFIED PLAN OF EXISTING UNDERGROUND UTILITIES ON \. -i ci � o 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER \ \ ` , \11- `%.'` \;r i\�\°' rTr- - N AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE r\',`' ,1 y. ' ., �•'' - ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN. 20 1'983 AMENDED ,-:, \ "t YE�i"` C° r , .1 r ' .} %3 \ \'\: ll,, I 5�''^ 'i .. ' tom! JULY 1, 1989. �; �,, ,�;� �' 7_,,.��:, ..%\ - -t, / y JIIrJ, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. \ � � ElrER } PLAN t -1_}i -U CO 4 r`-u.,,.C:�n Ir .1 rai,�. irl. HEC)RDEP ? :UMBE_;- __- —....� - -. .--;:a..•. .• ...-,.rt.«., —'" _' ^---- s =....+ "[( N EDGE 9F F$IHT Oti. 1111S U;iE DRAB VING NUMDER r '-_-•-•- r -r0 ii Mt . t•Yhlii n Iiva L,riE - w,tv tuUEU FU DRAWING NUMBER DRAWING NUMBER DRAVI1 NG NUMBER „: ,,, AN i'" 7r � ,Lii' , IN .a J 7 ,:i, :('i r -r Ai it ,. ,'r i' ,h • - a AP t L I) Ai , , .r ,A UN f . _ _ IN! l i ) i,l i=. F•Y 1jUMBF',1 ',AP. a; , EP VI'M-f: 4R . g ,. �t .'YU.�IflUrf EOG6 h Yftif,l 0.1i IBIS t NE ,.. ..� �... ..� - .. YU�IIIUr, _ .UP Ydtfl} Jrt ttl,a ttaYt - - «.,,.-.-.�-.rw• ...._.�..�,. •.�,�»-... ........... .. _. ...... .. ...... - J/JfHUIi-CUUCW Y�i,ns Uq InIJ lUIC DFRAWING NUMBER P -,AN' -IOW CORPORATIO,,\! IRVINE, CALIFORNIA PEORDER 6Y NUMBER O75AR �r.GS t a-cwc.9. .., __ 4 _._ 9 _— _j •iii R _� � ----__ _ �G�-------�,-___ s R o U � F r 0°' 2 0 0 - - - - - I 80' RIGHT ENTRANCE SIGN TO BE �- _ %� ' '��� J BORE & JACK 8 �C Ch I�1 i -t I \ W - _ - - - / Y PROVIDED BY ALLOWANCE T/ % - r / it / Pq �CE AND WIDEN WATER LINE - r - _ ENS �S , DETAIL SHEET C6 / /. ij %� � ! ! - - y // V f l i -7 - /- - __ _ -__ SHO NN i _ _ %�� � /i /: �/ �- ---/� ,- / CJ J CJ �Vl C� \ C� ���1 L ��I l . ID 'NEW LOW ' ' ''' ..:':':':':':':':':':':':':':':':':':':':':':'.':.'.'.'.'.'....... - - �_ °' _ o STONE WALL TO i �/ C �� f — C� O. - - URB & -� �� o _ _ --_ - — -ITER _ L� MATCH WALL AT n ......................................................... , � �, .. .. • .:.. - .. ___ _� frl _ _ LUGS REHAB CENTS � ................... ! / i .'....'.'..' ................................ �...._. U -------- A/L o h r.. \ t� �� NEW LOW HEIGHT_2-, VttltsTF3-:3 n' - . . _a 'e Of Trclie! I � ��- - - - - _ - - Gz i I , �✓, -:':—:' ' -� . - - - - - - \--------- - �TBiYE WALL TO !................................................... L..'..' r'.'.'............ .... i...'.'.'.'.... .'.'.'.'.':.'.'.'.'.'.'....... ........ n r �........�......... NEW LOW MATCH/ALL AT 1 /\d C ��, -....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.": e.:...;.'. ... (�............. �.....'..'.'.'.........: t Z .....-`'_...._:.,.....:.'.'.'.'.'.'.'.'..'.'. '.' _ i 2 l ; - i o :.'........... •yo... ,t.o.. 0.'. - _ reg l ne STONE WALL TO _ _ I LkIG�f�E+8 SEN - _ . ;(���z 1 - - ........ -- Na K \ J L _ _ - - MATCH WALL AT - - - - 1; / ,/ ...........::.... \r` KLUGE REHAB CENTER7,GZ r �t. J. O : �:.1.. h�1T�1 ... 2 5 L=180 ,-R=207"`' C�\! - e ,�� e\=R = 2 C� L = 2 1 0 . 2 / ��O ��. 7"7 T'�::::.� \ ..n _ _ �� HEIGHT -2', BASE WITH 3' �a J_ f ,I 1 co o01 �� '1 ------ _ _ \� T- I / --- ---- - SAW UT �' / \5 ` \ �1 0 52. I 1 FH YD / — o 0• , / 0 I / '... 5� / � (� ;-•ter----- STATION TAT_0N A\D /_' H „ LE CUDO �. x i t t / r .......................... / �2''� �: /; era '. •.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ............................... . �.' 2 a :';. i r Z G \ / / W MATCH EXIST. / :.......: I I h t _ 52.8 :.................. �2:.6.:':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':'' { GRADE �I ASPHALT P VM T .......... 2 / \ .•....I... . n I t Tern o r o r I :. .....: ;; I I / i'•' ' ' f _... / F. • / / ! _ Ir r` 5 4// BPn C'C G, ... ..... / r C3.1 / ..:.:.:./...:..:......... C — \ Nib ................. ,r C 0 N RET / C ..�.'.'.'.'.'.'.'.'.'.'..':.'.'.'.'.'.'.' .'.'.'.'.'.'..':.'.':.'.'.':.'.'.'.'. '.'.. / I \ del/.—���. �� I _ ...... .... FLUrE------------------ 5. I / I — — — — — C(lC red iP \ CO#304 , ___�- - '>Ur;G�-------- I � . o \ / �» vi s� I ?� rr I \ ✓'QI 103 � �� ,, \ a`� , I t��, � � - -�-•- - , \ \J r \ <<. P �c' t # r� / I '%ti I! .::.:::': i.. .' • \l lJ/ ; t 1 j jy i r—CUT `Js REPAIR PAVEMENT �... MH#201 - J EXIST. C&G At1D, CURB & GUTTER _ /' ( I �uQ y \J t, - SEE SHEET S2 FOR MI #10 _.._. _ ..v TO REMAIN 1`,;•,.. I c�� ;%/ - _ - - - - - - - - - / CO INU ;, Y t�� J TOR % 8R7C,� _ i _ _ _ _ / NT CONTINUATION OF SSD / 46 _ ;i .,, i c r RETAINING WALL 7- U.,...... r=X52.39 I 550 HEIGHT - 1 r:...... r.r. 2 _ \ / \\ �\ ✓t �� `\`�� Y l J - - - - - 4� �d18 MIN. SEPARATION JI EQUIP. BOLLARDSP-R0rMGNCY COMMUNCATOI \ \ II Irl E R A T -I 0 f4S _C -NF--E R - - _ _ • I _ ;' \ / , I I i AND C��'- -__OIL/MATER \546 ,� -r,- - _ SEPT R TOR _ r2 C Ir LOWER LEVEL F.F.E. = 542.0 CO#202 MOTOR I �\ ! >I i_ _ ! - - - - / \ 1 I n`� AFTER CONSTRUCTION THE OWNER IS RESPONSIBLE FOR KEEPING THE STORM \ _ _ SEE SHEET S2 UPPER LEVEL F.F.E. = 554.67 541.4 CYCLE I ? o� - - �' •` • • • ° ---- �y �- =- — — - // /\ 1J WATER MANAGEMENT ORIFICE 3 INCH CLEAR OF DEBRIS AND SEDIMENT. _ • t{ ( /FOR ((ll1TT�ll 14TTnnJ n� ��, �( / , f l r 1V \ 1 C3 C7261 MY1497 REV. ACRD tlrn PLOT SCALE: 20 XREF: FES# LENGTH UPSTREAM DOWNSTREAM CLASS WIDTH WIDTH RIPRAP 100 1 6 4 7.5 AI 4 A +_____1T_5A N 1 1 4. ..:.O.r �.. ) 5� / � (� ;-•ter----- STATION TAT_0N A\D /_' H „ LE CUDO �. x i t t / r .......................... / �2''� �: /; era '. •.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ............................... . �.' 2 a :';. i r Z G \ / / W MATCH EXIST. / :.......: I I h t _ 52.8 :.................. �2:.6.:':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':'' { GRADE �I ASPHALT P VM T .......... 2 / \ .•....I... . n I t Tern o r o r I :. .....: ;; I I / i'•' ' ' f _... / F. • / / ! _ Ir r` 5 4// BPn C'C G, ... ..... / r C3.1 / ..:.:.:./...:..:......... C — \ Nib ................. ,r C 0 N RET / C ..�.'.'.'.'.'.'.'.'.'.'..':.'.'.'.'.'.'.' .'.'.'.'.'.'..':.'.':.'.'.':.'.'.'.'. '.'.. / I \ del/.—���. �� I _ ...... .... FLUrE------------------ 5. I / I — — — — — C(lC red iP \ CO#304 , ___�- - '>Ur;G�-------- I � . o \ / �» vi s� I ?� rr I \ ✓'QI 103 � �� ,, \ a`� , I t��, � � - -�-•- - , \ \J r \ <<. P �c' t # r� / I '%ti I! .::.:::': i.. .' • \l lJ/ ; t 1 j jy i r—CUT `Js REPAIR PAVEMENT �... MH#201 - J EXIST. C&G At1D, CURB & GUTTER _ /' ( I �uQ y \J t, - SEE SHEET S2 FOR MI #10 _.._. _ ..v TO REMAIN 1`,;•,.. I c�� ;%/ - _ - - - - - - - - - / CO INU ;, Y t�� J TOR % 8R7C,� _ i _ _ _ _ / NT CONTINUATION OF SSD / 46 _ ;i .,, i c r RETAINING WALL 7- U.,...... r=X52.39 I 550 HEIGHT - 1 r:...... r.r. 2 _ \ / \\ �\ ✓t �� `\`�� Y l J - - - - - 4� �d18 MIN. SEPARATION JI EQUIP. BOLLARDSP-R0rMGNCY COMMUNCATOI \ \ II Irl E R A T -I 0 f4S _C -NF--E R - - _ _ • I _ ;' \ / , I I i AND C��'- -__OIL/MATER \546 ,� -r,- - _ SEPT R TOR _ r2 C Ir LOWER LEVEL F.F.E. = 542.0 CO#202 MOTOR I �\ ! >I i_ _ ! - - - - / \ 1 I n`� AFTER CONSTRUCTION THE OWNER IS RESPONSIBLE FOR KEEPING THE STORM \ _ _ SEE SHEET S2 UPPER LEVEL F.F.E. = 554.67 541.4 CYCLE I ? o� - - �' •` • • • ° ---- �y �- =- — — - // /\ 1J WATER MANAGEMENT ORIFICE 3 INCH CLEAR OF DEBRIS AND SEDIMENT. _ • t{ ( /FOR ((ll1TT�ll 14TTnnJ n� ��, �( / , f l r 1V \ 1 C3 C7261 MY1497 REV. ACRD tlrn PLOT SCALE: 20 XREF: FES# LENGTH UPSTREAM DOWNSTREAM CLASS WIDTH WIDTH RIPRAP 100 1 6 4 7.5 AI 4 A +_____1T_5A 40 1 4. \ \ f UNIVERSITY OF \ VIRGINIA TAX MAP 60 PARCEL 31 ZONED R-1 � I ScO� S61 *18'35.0"E 139.94 '- \ / UNIVERSITY OF VIRGINIA \ / TAX MAP 60, PARCEL 30B ZONED R-1 O O v C Mill 9 A TAYaL No. 21318 20' i 0' 0 20' 40' 1" = 20' REVISION DATE DESCRIPTION BY APP DESIGNED TLM CHARLOTTESVILLE EMERGENCY COMMUNICATIONS CENTER CHARLOTTESVILLE, VIRGINIA DRAWN TLM CHECKED CAT APPROVED p� CIVIL GRADING, DRAINAGE AND PAVING PLAN SUBMITTED ,� HAYES, SEAY, MATTERN & MATTERN, INC. ARCHITECTS - ENGINEERS - PLANNERS ROANOKE, VIRGINIA SCALE 1"=20' COMM. NO• 7261 DATE 14 MAY 1997 SHEET C3 550 540 55C 54C I I I\ V V I LJ I N/ l I I J 530 1 FROM MOTORCYCLE BLDG. I 1 110' of 15" SD @ 1.00% , 107' of 15" SD @ 1.00% PROFILE I O z _u v n co Ln <c n �- o [L Li Q r7 O I I O J > I o> J -' Q O O 0 0 (D O OZ M � 0)O � -00 r- 0 T) wz U a) LnO Z F- � d z 1- � n 0 F- 0O n o� `rn V) O= z�n z Q- O 4 zn o n o,nn -Ln i-0Ln _ >o>oL > >o > o z i O `L ~ > �n zV) cr-- z o zi t I I I\ V V I LJ I N/ l I I J 530 1 FROM MOTORCYCLE BLDG. I 1 110' of 15" SD @ 1.00% , 107' of 15" SD @ 1.00% 2 W PROFILE STORM DRAIN SCALE: 1"=20' HORIZ. I"=10' VERT. a 550 540 I I I I 530 I I I I I I \-24' of 15" SD 20' of 15" SD @ 2.48% @ 1.00% O Ln -H O n Ln cQ O N d0 co z4z: Ln Ln O cn> > w z z . o Li - 540 i -540 540 I I I 530 530 I 45 of 18" SD @ 1.00% , 520 520 .wROFILE STORM DRAIN SCALE: I"=20' HORIZ. I"=10' VERT. PROFILE ll� O z _u v n co Ln <c n �- o [L Li 00 >o zv U n J > I 550 2 Pq r) Z4�zn LL O OZ O z W LLz Z Z_ wz D ~o O U w z o z z z T O z� w m w w LLJ O `L ~ w m m > w O I- O a- d LLJ L hi U a f) O O U Li O F c O > --J z z U w O < C,- z f Q � z w O CYCLE STORAGE BLDG. STRUCTURE I w O I n , I FIN. FL. EL. 543.5 2 W PROFILE STORM DRAIN SCALE: 1"=20' HORIZ. I"=10' VERT. a 550 540 I I I I 530 I I I I I I \-24' of 15" SD 20' of 15" SD @ 2.48% @ 1.00% O Ln -H O n Ln cQ O N d0 co z4z: Ln Ln O cn> > w z z . o Li - 540 i -540 540 I I I 530 530 I 45 of 18" SD @ 1.00% , 520 520 .wROFILE STORM DRAIN SCALE: I"=20' HORIZ. I"=10' VERT. PROFILE 2 WATER LINE SCALE: 1"=20' HORIZ. 1"=10' VERT. O PROFILE ll� O z _u v n co Ln <c n �- o O O�cn� 00 >o zv C> az N Q co � Ln H I 550 cf) c7 Pq r) Z4�zn n OZ O z W LLz Q > w Z0z 0 Z_ CHECKED CAT D D zz ~ z z z z z T O Li w w w U m m m m Z z� Ln L'iW N in f) O O W O I F c O C I m i u) w I PROFILE 2 WATER LINE SCALE: 1"=20' HORIZ. 1"=10' VERT. O PROFILE ll� O co Ln _u v n co Ln <c n �- o rr n O�cn� 00 >o zv C> az Ln co � Ln H I 550 cf) c7 Pq r) Z4�zn SSD 540 530 O O� O co O Ln `n 00 0) -,t-tt- "' D ro Lo n O =#z z > O > z�oz I , 68' of 6" SD @ 15.44% , ROOF DRAIN ROOF DRAIN 97' of 6" SD @ 1.03% i 0 PROFILE STORM SCALE: 1" =20' HORIZ. O 1" =10' VERT. O O d <c n o -H Ln U-) 00 f- No a- n o "' "' z `t: 00 Ln co � Ln H N OLO O cD cf) c7 Pq r) Z4�zn n OZ O z W LLz Q > w Z0z 0 CHECKED CAT ROOF DRAIN ROOF DRAIN 97' of 6" SD @ 1.03% i 0 STORM O O O O O d ? o -H Ln U-) n r, f- No a- n o "' "' z f- O 0 tet- in "' z �2- O w - ZEOZ z U OZ O O �{ Ln O Ln n F- O n Dnn O Z O O 550 I 540 I I 0 0 00 - n � co Ln CO O n O n F-- •d- 0`�)z > O 0 > z0 �z �v vi iv I-) Li @ 0.50% PROFILE STORM DRAIN, O SCALE: I"=20' HORIZ. Q 1"=10' VERT. REVISION a) DESCRIPTION BY cl� rn Q (DESIGNED TLM Li Li CHARLOTTESVILLE EMERGENCY COMMUNICATIONS CENTER CHARLOTTESVILLE, VIRGINIA DRAWN CAT CHECKED CAT w APPROVED� zz U tq n Co O T r� N O HAYES, SEAY, MATTERN & MATTERN, INC. ARCHITECTS — ENGINEERS — PLANNERS ROANOKE, VIRGINIA n 0)O N c! n n- r� N NOMM. 7261 w n Z z Q O n g 0 �zn (� 00 � Nl 61 Ln CD r� ~Q r� 0 Zn n n V� � Z z� Ln L'iW N Li Oz 0- z Z0 Z Z F c O a- D - I 550 550 I 550 Li ZU ' I FINISHED GRADE II MOTOR ' PROPOSED CYCLE STORAGE BLDG. STRUCTURE o =w Z` h > w O I I PROPOSED STRUCTURE , I FIN. FL. EL. 543.5 I FIN. FL. EL. 542.0 w= w> Li z 540 540 540 o Q�ocn Li c HOZ J _ 0 Lj D w >Li MIN. I 6" SAN. N Q a on- < (0>- m > x r_ Q N Uz U I5' FROM ECC Q � Q w F- 00 > . z n z D z BUILDING , 5' � F F- w ?< _ Li x l w m w w W T O cn U OOwZw coL-co �t SAN @ 0.50% m m m :l: r� 0 SEPARATOR O i LL I ! I I I I I I 1 I I I I 550 550 SCALE: 1"=20' HORIZ. 1"=10' VERT. PROPOSED STRUCTURE FIRST. FL. EL. 542.0 540 z O o Q Q V) REVISION a) DESCRIPTION BY cl� rn Q (DESIGNED TLM T CHARLOTTESVILLE EMERGENCY COMMUNICATIONS CENTER CHARLOTTESVILLE, VIRGINIA DRAWN CAT CHECKED CAT w APPROVED� Co D r7 U tq n Co O T r� N O HAYES, SEAY, MATTERN & MATTERN, INC. ARCHITECTS — ENGINEERS — PLANNERS ROANOKE, VIRGINIA n 0)O N c! n n- r� N NOMM. 7261 w n Z z Q O n g 0 �zn (� 00 � Nl 61 Ln CD r� ~Q r� 0 Zn n n F- � Z z� Ln w z Oz 0- z Z0 Z Z 550 I 550 550 I 550 FINISHED iGRADE ' I FINISHED GRADE II MOTOR ' PROPOSED CYCLE STORAGE BLDG. STRUCTURE I I I PROPOSED STRUCTURE , I FIN. FL. EL. 543.5 I FIN. FL. EL. 542.0 540 ' 540 540 540 c MIN. I 6" SAN. I5' FROM ECC I 55' of 6' SAN @ 0.50% i BUILDING , 5' 530 530 530 530 22' of 6" SAN @ 0.50% 4' FROM OIL/WATER 18' of 6" SAN @ 0.50% SEPARATOR PROFILE SANITARY SEWER PROFILE 'SANITARY SEWER SCALE: 1"=20' HORIZ. SCALE: 1"=20' HORIZ. 1"=10' VERT. 1"=10' VERT. 7261C4 C7261 MY1497 REV. ACAs} TLM PLOT SCALE: 20 XREF: 550 8" W 4!'F PROPOSED STRUCTURE FIRST. FL. EL. 542.0 540 540 PROFILE 8" 4" WATER LINE - SCALE: 1"=20' HORIZ. 1"=10' VERT. rp v C A. TR No. 21318 �SI�NAL E�G REVISION DATE DESCRIPTION BY APP (DESIGNED TLM CHARLOTTESVILLE EMERGENCY COMMUNICATIONS CENTER CHARLOTTESVILLE, VIRGINIA DRAWN CAT CHECKED CAT APPROVED� CIVIL UTILITY PROFILES SUBMITTED HAYES, SEAY, MATTERN & MATTERN, INC. ARCHITECTS — ENGINEERS — PLANNERS ROANOKE, VIRGINIA SCALE AS ESHOWN NOMM. 7261 DATE MAY 1997 SHEET14 C4 DRAWING NUMBER ltv.f'!_ IP '`JF. v.. Y86.i:.a cslV;:E ..�W'--`• '----••- . ...n...�.,-..--..,.«.».-r.,.,_....,•,-.•h•.•.. siiaitmia-.uus er Prtrov vri-cnrsih,c-- _. ,, .,.,.-. .._ .� o : _---- TOP OF WALL-- L:..... ..ALiFU,. , `Jfd - 2-#5 FIN GRADE a .- ... .... - `_ AR F 1'-6" -YU)IFAUt £bc-UY YNfiJ-0R iHIJ l/t PUattiUfi.£UUOF ddiNT-DN Itla !!NE -:...,:�.-.,..-::.........�.,.. .>.o..-•.•,,,:.. .,,...,..•.,.r-+.. .>...�:�-� «.—..-.-. ... - •tee -r.^- : .. . - PUSfIUN fCc�f dftlNt ONlrii9 LINE r , ;n " REVISION DATE DESCRIPTION �t d DESIGNED a Ia 1'-.0" DRAWN TLM CHECKED CAT a `� APPROVED��T CIVIL SITE DETAILS #5@12EW, MID U" G;qbc SCALE AS SHOWN COMM. NO 7261 DATE 14 MAY 1997 SHEET C5 � C) G°pno �Or� Ori 4" 0„ WEEP HOLE -s-Q r- BASE UNIT 4 - 0 O.C. o0°-joo w w r V) z §�' FIN GRADE 59I P o�Q� 1 ' POROUS FILL MANHOLE O0OOG0 co0O C.Z OC�O F--, � < CD r� d #5®12 CD Q �Q 4-#5 2'-0" SECTION G3.1 SCALE: 3/4"=1'-0" C5 1'-6" SQUARE THREADED PLUG FIN GR CONCRETE SIZE AS TOP OF INDICATED BELL A,--" CONC BLOCK MIN WIDTH OD +12 1.44"'. PLUG IF AT END OF LINE d' d WYE 4" MIN CONCRETE CLEANOUT NO SCALE 7304C5 C7261 MY1497 REV. A ACRD TLM PLOT SCALE: 1=1 XREF: a L:..... ..ALiFU,. , `Jfd c NO. PER INLET TYPE r a .- ... .... - `_ AR F 1'-6" -YU)IFAUt £bc-UY YNfiJ-0R iHIJ l/t PUattiUfi.£UUOF ddiNT-DN Itla !!NE -:...,:�.-.,..-::.........�.,.. .>.o..-•.•,,,:.. .,,...,..•.,.r-+.. .>...�:�-� «.—..-.-. ... - •tee -r.^- : .. . - PUSfIUN fCc�f dftlNt ONlrii9 LINE r , ;n REVISION DATE DESCRIPTION �t APP DESIGNED a PRECAST v 4 v DRAWING NUMBER 4f•i rU:iiuu6 wi,4. uFr•nli,{Uii ltiuiii,E a a a r{ a � � D 1-#5 X 4'-0" FOR EA 4" OF WALL THICKNESS NOTES: TYP EF OF OPNG UNLESS OTHERWISE DETAILED MAINTAIN MINIMUM 1'-0" VERTICAL & HORIZONTAL CLEARANCE BETWEEN ADJACENT WALL OPENINGS - DO NOT LOCATE ANY PORTION OF AN OPENING OVER A LOWER OPENING UNLESS VERTICAL DIMENSION BETWEEN OPENINGS EXCEEDS 4'-0". TYPICAL REINF. AT OPENINGS IN CONCRETE WALLS NO SCALE MH FRAME & — COVER GROUT IN PLACE (USE 3-1/2" AHR BOLTS TO BOLT IN PLACE FOR WATERTIGHT MH COVERS) - 0 -RING JOINT MANHOLE STEPS SEE STD DETAIL - SHAPE INVERT 6" (TYP) 6" BEDDING MATERIAL PRECAST MANHOLE — 48" ID NO SCALE N #4@4" EW DRAWING NUMBER � I 1 , #4 _� uuuuuuuuuuuu ll DIAGONAL ® ALL N CORNERS TYP CI PRECAST TOP UNIT COLLAR N 3 /8„ 12" 9 1 /2„ If if II _ �J �--�_I--2 1 /2" --- SECTION D—D SECTION B-8 MIN WEIGHT: 2 1 /2" 1 2" COLLAR & LUGS 63 LB / GRATE 354 LB COLLAR DETAIL L:..... ..ALiFU,. , `Jfd LENGTH EA BAR NO. PER INLET TYPE r ,:P .- ... .... - `_ AR F 1'-6" -YU)IFAUt £bc-UY YNfiJ-0R iHIJ l/t PUattiUfi.£UUOF ddiNT-DN Itla !!NE -:...,:�.-.,..-::.........�.,.. .>.o..-•.•,,,:.. .,,...,..•.,.r-+.. .>...�:�-� «.—..-.-. ... - •tee -r.^- : .. . - PUSfIUN fCc�f dftlNt ONlrii9 LINE r , ;n REVISION DATE DESCRIPTION BY APP DESIGNED TLM PRECAST DRAWN TLM CHECKED CAT a `� APPROVED��T CIVIL SITE DETAILS SUBMITTEDq, iQ HAYES, SEAM, MAT -TERN & MATTERN, INC. ARCHITECTS - ENGINEERS - PLANNERS ROANOKE, VIRGINIA SCALE AS SHOWN #4 _� uuuuuuuuuuuu ll DIAGONAL ® ALL N CORNERS TYP CI PRECAST TOP UNIT COLLAR N 3 /8„ 12" 9 1 /2„ If if II _ �J �--�_I--2 1 /2" --- SECTION D—D SECTION B-8 MIN WEIGHT: 2 1 /2" 1 2" COLLAR & LUGS 63 LB / GRATE 354 LB COLLAR DETAIL '4" 7/8„ /8"R 3/16" SECTION 16 CORROSION RESISTANT MATL 1/2" D STL ROD >< 9 4_/ NOTES SECTION 1. VERT SP - 16" C TO C. 2. STEPS TO PROTRUDE 5" FROM FACE OF ENCAPSULATED STEEL STEP STRUCTURE WALL. 3. PORTION OF AL STEP EMBEDDED IN CONIC MANHOLE STEP ANALL ASPHA TO ATED COATING. NO SCALE PLAN SLP TO DRAIN TO INV OF 01 ITI ! T PTP1 rAj GEOTEXTILE FABRIC DDS \� I DEPTH SECTION A—A SECTION B—B * USE TYPICAL SECTION SHOWN ON PLANS OR NORMAL SIDE SLOPE, BOTTOM WIDTH, AND DEPTH OF CHANNEL, DITCH OR NATURAL GROUND. PIPE OUTLET PROTECTION (EC -- NO SCALE A 4" STEEL PIPE FILLED WITH CONCRETE W/ "CONE" TOP AND o PAINTED YELLOW I A a �.:._ Jw/ I CONCRETE FILL 11, TRANSITION - BET PIPE DIA'S 6 14" WHEN DIFFERENT SIZES OF PIPE ARE ENCOUNTERED BOLLARD SHAPE TO EL NO SCALE OF MID -POINT \ \ \ \ OF LARGEST PIPE J I I I I I SHAPE TO I I / CONTOUR OF PIPE i I , I I I I SECTION B—B , METHOD OF TREATMENT IN MANHOLES SECTION A—A SLP TO DRAIN TO INV OF NOTES: OUTLET PIPE 1. SURFACES SHALL BE LEFT SMOOTH BY DCOARSE AGGR SHALL NOTREMAAIN EXPOSED. METHOD OF TREATMENT 2. DET'S OF INV SHAPING AS SHOWN HEREON IN DROP INLETS. ARE FOR EXAMPLE PURPOSES ONLY. EA MH OR DI SHALL BE SHAPED INDIVIDUALLY TO FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. METHOD OF SHAPING MANHOLE INVERTS NO SCALE VENT (USE SAME SIZE AND MATERIAL AS INFLOW PIPE) FOR THE FOLLOWING DETAILS REFER TO THE ALBEMARLE COUNTY SERVICE AUTHORITY "GENERAL WATER AND SEWER CONSTRUCTION SPECIF-ICATT_ONS" TYPICAL FIRE HYDRANT ASSEMBLY TYPICAL GATE VALVE CONCRETE THRUST BLOCKS TYPICAL MANHOLE FRAME & COVER TYPICAL SANITARY SEWER MANHOLE WITH DROP CONNECTION TYPICAL SANITARY SEWER MANHOLE SECTION SHOWING BRANCH TIE -IR TYPICAL VALVE VAULT 'TH TILE 24" X 36" I I I i I i , I I 0___j DI --3A BARS C BARS G 3-#5X3'-2" T I I I 5 1/2" 7" PAVEMENT 00 I_ I .. I N 1 L 8" Q o � d 7 1 /4„ -73"D WEEP HOLE THROAT DET WHERE GUTTER �� °. TPEQD WHENDDIMNOT INDICATED EXCEEDS 4' 8" I 2'-8" 8" SEE STD SET SECTION A— A REINF BAR SCHEDULE - ALL #5 BARS LENGTH EA BAR NO. PER INLET TYPE 3A _ _ C 5'- 7" 1 1 - - F 1'-6" - - - G 6 - - REVISION DATE DESCRIPTION BY APP DESIGNED TLM PRECAST DRAWN TLM CHECKED CAT a `� APPROVED��T CIVIL SITE DETAILS SUBMITTEDq, iQ HAYES, SEAM, MAT -TERN & MATTERN, INC. ARCHITECTS - ENGINEERS - PLANNERS ROANOKE, VIRGINIA SCALE AS SHOWN COMM. NO 7261 DATE 14 MAY 1997 SHEET C5 SHAPE BASE UNIT V) w w r V) z MANHOLE w » F--, � < INVERT Q �Q > o� Q I - z 6" (TYP) 1" O 0✓�Q���a�1 ADO jUn �1) pin ,QOrG 6" BEDDING 1 "CLR MATERIAL TYP SECTION C—C 5" FOR 4'DIA 6" FOR 6'DIA DROP INLET (DI -1) NO SCALE '4" 7/8„ /8"R 3/16" SECTION 16 CORROSION RESISTANT MATL 1/2" D STL ROD >< 9 4_/ NOTES SECTION 1. VERT SP - 16" C TO C. 2. STEPS TO PROTRUDE 5" FROM FACE OF ENCAPSULATED STEEL STEP STRUCTURE WALL. 3. PORTION OF AL STEP EMBEDDED IN CONIC MANHOLE STEP ANALL ASPHA TO ATED COATING. NO SCALE PLAN SLP TO DRAIN TO INV OF 01 ITI ! T PTP1 rAj GEOTEXTILE FABRIC DDS \� I DEPTH SECTION A—A SECTION B—B * USE TYPICAL SECTION SHOWN ON PLANS OR NORMAL SIDE SLOPE, BOTTOM WIDTH, AND DEPTH OF CHANNEL, DITCH OR NATURAL GROUND. PIPE OUTLET PROTECTION (EC -- NO SCALE A 4" STEEL PIPE FILLED WITH CONCRETE W/ "CONE" TOP AND o PAINTED YELLOW I A a �.:._ Jw/ I CONCRETE FILL 11, TRANSITION - BET PIPE DIA'S 6 14" WHEN DIFFERENT SIZES OF PIPE ARE ENCOUNTERED BOLLARD SHAPE TO EL NO SCALE OF MID -POINT \ \ \ \ OF LARGEST PIPE J I I I I I SHAPE TO I I / CONTOUR OF PIPE i I , I I I I SECTION B—B , METHOD OF TREATMENT IN MANHOLES SECTION A—A SLP TO DRAIN TO INV OF NOTES: OUTLET PIPE 1. SURFACES SHALL BE LEFT SMOOTH BY DCOARSE AGGR SHALL NOTREMAAIN EXPOSED. METHOD OF TREATMENT 2. DET'S OF INV SHAPING AS SHOWN HEREON IN DROP INLETS. ARE FOR EXAMPLE PURPOSES ONLY. EA MH OR DI SHALL BE SHAPED INDIVIDUALLY TO FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. METHOD OF SHAPING MANHOLE INVERTS NO SCALE VENT (USE SAME SIZE AND MATERIAL AS INFLOW PIPE) FOR THE FOLLOWING DETAILS REFER TO THE ALBEMARLE COUNTY SERVICE AUTHORITY "GENERAL WATER AND SEWER CONSTRUCTION SPECIF-ICATT_ONS" TYPICAL FIRE HYDRANT ASSEMBLY TYPICAL GATE VALVE CONCRETE THRUST BLOCKS TYPICAL MANHOLE FRAME & COVER TYPICAL SANITARY SEWER MANHOLE WITH DROP CONNECTION TYPICAL SANITARY SEWER MANHOLE SECTION SHOWING BRANCH TIE -IR TYPICAL VALVE VAULT 'TH TILE 24" X 36" I I I i I i , I I 0___j DI --3A BARS C BARS G 3-#5X3'-2" T I I I 5 1/2" 7" PAVEMENT 00 I_ I .. I N 1 L 8" Q o � d 7 1 /4„ -73"D WEEP HOLE THROAT DET WHERE GUTTER �� °. TPEQD WHENDDIMNOT INDICATED EXCEEDS 4' 8" I 2'-8" 8" SEE STD SET SECTION A— A REINF BAR SCHEDULE - ALL #5 BARS LENGTH EA BAR NO. PER INLET TYPE 3A _ _ C 5'- 7" 1 1 - - F 1'-6" - - - G 6 - - INITI BACK M ATL L2 1/2X2 1/2X1/4 GALV 1/2"X4" WELDED STUDS 0 2'CTOC NOSE DETAIL (1) WIDTHS SHOWN ARE MAX TRENCH WIDTH FROM 12" ABOVE TOP OF PIPE TO BOT OF TRENCH. TRENCH WIDTHS SHALL ALSO CONFORM W/ THE MIN WIDTHS INDICATED. (2) MATERIAL FOR INITIAL BACKFILL SUITABLE BACKFILL MATL -0" OD /4 6" MIN TRENCH WIDTH NOMINAL PIPE DIA TRENCH �>> WIDTH 4" & 6"2'-0" 8" THRU 12" 2'-8" 15" THRU 21" PIPE OD + 20" SHALL BE AS SPECIFIED. PIPE TRENCH W I NO SCALE d• A 6" I 17.5" 6)' IN. MIN. > ALUMINUM ACCESS HATCH 6 -0 WITH 1.75"0 DRILLED HOLE FOR READ METER r -----------------------I: ----------------------, I� 17.j5�"/ `®I 18" MIN. I I I I I , I I v I 1 i I WINGNUT LOCKING I i t I M ASSEMBLY d 12" ^ coca �__� a o 0 0 �_ ___ _____ o MIN. ooaaa _LL_ 000ao tra4 A. BYPASS cocoa L__J o o o a o L_ 5'-0„ II I I I I I I I J I I I i I I I I I I I I I I I I L PLAN SIDEWALK STD. MH FRAME AND COVER SIDEWALK SIDEWALK I 2'-1- 0" A 2' 0" z i ,4 INV. OUT 539.25 INV, IN 539.5 3" PIPE — - - _- - Y _ 4" PIPE 10"H X 12"W---/LSEE NOTE 3 SECTION OPENING -,$ Off, O �r 1. ADJUST MH FRAMES TO FINISH GRADE W SPACER RINGS AS REQUIRED. 2. TURN DOWN OUTLET PIPE WITH ELBOW U CO- A. TAY OR OR PLUGGED TEE TO EXTEND A MINIMUM OF 8" BELOW WATER SURFACE ON ALL � No. 21318 OUT3. FILL WITH WS TO ATER TTO TOINVERTOUTFLOW �0 5��3/ �;7 1.* PIPE. S`SroNaL 5� PRECAST OIL /WATER SEPARATOR NO SCALE NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONRY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER' NOT TO SCALE REVISION DATE DESCRIPTION BY APP DESIGNED TLM CHARLOTTESVILLE EMERGENCY COMMUNICATIONS CENTER CHARLOTTESVILLE, VIRGINIA DRAWN TLM CHECKED CAT APPROVED��T CIVIL SITE DETAILS SUBMITTEDq, iQ HAYES, SEAM, MAT -TERN & MATTERN, INC. ARCHITECTS - ENGINEERS - PLANNERS ROANOKE, VIRGINIA SCALE AS SHOWN COMM. NO 7261 DATE 14 MAY 1997 SHEET C5 EIRPA IMG NUMBER DRAWING NUMBER DRAMAJING NUMBER DRAMA IMG NUMBER DRAWING NUMBER P! -.1T+1 f',OLC` �i?SPT, .� __. �Ei.aT101V IFTV!t�iE I���ut-iuf-hllA , =aT'i r+ �. �- � _, '% _ ..�:.. a,J vs • �t .- ., ... I� ,�� � �, I i., .. �t, � ..... .�.,. +,. ,.,:„�. •,.... ._..._.. �_....- __ __. _ _. _ - _ +�-. v ,v..� ��,v vc. DEBRIS RACK HOLDER ��EuRDER?V NUMEES= n. :+PJRUEf'r_'"� NUMB.'- .- ;AG' 'HIOHOEP BV N1 IME.Fu: - �•1-, 1P �iEORDE;% F? WABc" C %', 1P Rf(1PDFR.. 9- Vu-n.1REP -SAP HEORDER 8'1 NUMBER 'D 15AR . SEE CONST DWG _.. - . , - . _.. ,.::..,•.....,.. ....,...--..„,-�.:.:-' . . - :,'•. -... �-.:="cr�•-�-:: -: :-^:*^��'--::-aUaiuuii tLV[ VF:.tlt�lli ut€adla llttb .... .:,:..,.arc?�^,•-.---�-c��� � _ _ ,. ., - .. ,... - - :. • ,. ..,:.,.:....-..:.�:,.••... ,...,.,.::....... ..:.m - .,,,..�.......,. .. �:. N Lc •.;�,.�._.. .,w..�,�e... ...:.,.,-.,--:. .. .. -r--.. ., ., _ _PUSiI1GIiECGE GF PAfYi GN T 1., 1. E .......- ,..,.... _�.«• - ,-..�.:,. _x„. �: .. ,... , -. � ,• ,' »... -.. ... -' _. - - _.. _.....__-___._.__.._-... -�- .. ... .: ,... , :.•.--.......- ._ ..-.e-.�.... ..-.. -.--.w :.-. �.rr.. J .�.. ... _. _ i ... ... ,..=^ar-^•r ! � F.Y nt�:un ftfll-.un v i. . - � - �______ .-.,mow.-.. ,... �.. _ , YUS1tWY.tUUEU !tl t .. � . - . _ rp-l:Ifrii � -d �y Yi v i u t _ .. - _ ._ _- - -. ..L GI. It 1.. _"i_ _ r�r nu . , ,� .-_ � •--- �.._ -,--- � PU,.,..CY-r,-: ,i :?!:i ., r " ,uVry : j .... � ru . 1"/1'-0 - 2-3/4" -1/2"X1-1/4" BOLT FOR LENGTH 1 1 /21, T NEW ASPH EXST ASPH SURFACE SAW CUT SURFACE 1'-0 TACK COAT MIN PRIME COAT EXST BASE NEW BASE COURSE COURSE TRANSITION DETAIL SAWCUT AND MATCH EXISTING PAVEMENT - IVY ROAD - US ROUTE 250 12'-0> 1 1/2" SM -2A 3" BM -2 2" SURFACE COURSE V 11V V1\LV7`1iL BASE PARKING AREA 2% COMPACTED g„ X21 -A SUBGRADE AGGREGATE TURN LANE PAVEMENT DETAILS 0 SC 4" 2" RAD ll< CONC 2'-0" 6„ 4" 2„ 4" N ALE RAID 2„ RAD STD CURB TDC 36 MIN. -� " _7'-O" 9' - 0" I 2'- 0" 2'- 0" DUCTILE IRON PIPE 18' JOI(1T OF D.I. _ -Y (PUSH ON JOINTS -") NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL CASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S NO SCALE ROADWAY 0 n c = co PAVEMENT \ COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS AS MANUFACTURED BY ADVANCE PRODUCT 36" MIN. 0.25" MIN. THICKNESS SYSTEMS, INC., MODEL SS1, S1; OR STEE CASING APPROVEDDEQUMODEL fCCS-905, OR 12 CONCRETE FILL BOTH ENDS VAN ACCESSIBLE 1 0 12" X 18" VAN ACCESSIBLE SIGN a N �12 BLUE LETTERS, SYMBOLS AND BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY WHITE BACKGROUND 2"0 GALVANIZED r. STEEL PIPE GRADE ACCESSIBLE PARKING SIGN NO SCALE A� `fl DEBRIS RACK HOLDER PAVEMENT 1/2"X4" ADHESIVE BOLT HARDWARE ARE TO BE SEE CONST DWG SELF-LOCKING HEX. NUT 1 4 FLAT WASHER 1"/1'-0 - 2-3/4" -1/2"X1-1/4" BOLT FOR LENGTH 1 1 /21, T i f' TOP OF X0 PAVEMENT - METAL PLATE row r CURB 3„ CONE » R 1 /4 L CONC / SIDE VIEWS 1/4" FRONT VIEW CONC DEBRIS RACK HOLDER - FINISH GRADE IN GUTTER 6„ 2 -0 , BOTTOM OF CURB 6" i----i-i COMBINATION CURB & GUTTER TURNED DOWN CURB (TDC) ELEVATION CURB NOTES: 1. CURBS SHALL CONFORM TO THE RADII SHOWN ON PLANS. 4. FORMS SHALL BE STEEL. 2. ALL EXPOSED SURFACES SHALL BE FINISHED SMOOTH. 5. CAST -IN-PLACE CURBS SHALL BE 8' TO 10' IN LENGTH. 3. CURBS MAY BE PRECAST OR CAST -IN-PLACE. PRECAST CURBS SHALL BE 4' TO 5' IN LENGTH. 6. SEE PAVEMENT DETAIL FOR TYPE OF BEDDING. CURBING 36 MIN. -� " _7'-O" 9' - 0" I 2'- 0" 2'- 0" DUCTILE IRON PIPE 18' JOI(1T OF D.I. _ -Y (PUSH ON JOINTS -") NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL CASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S NO SCALE ROADWAY 0 n c = co PAVEMENT \ COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS AS MANUFACTURED BY ADVANCE PRODUCT 36" MIN. 0.25" MIN. THICKNESS SYSTEMS, INC., MODEL SS1, S1; OR STEE CASING APPROVEDDEQUMODEL fCCS-905, OR 12 CONCRETE FILL BOTH ENDS VAN ACCESSIBLE 1 0 12" X 18" VAN ACCESSIBLE SIGN a N �12 BLUE LETTERS, SYMBOLS AND BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY WHITE BACKGROUND 2"0 GALVANIZED r. STEEL PIPE GRADE ACCESSIBLE PARKING SIGN NO SCALE A� 3/8" HOLE TO BE `n '�� DRILLED IN L 2„x2„ -- ---- - X 3/8" @ EACH END OF EACH PIPE (OUT -SIDE) 2 3/4" 1 7/8"R 7 3/4% HOLE 00 -1/4 -� tet• � , 1 1/2" EXTRA STRONG PIPE 1 ® 3.63 LBS./FT. B I PLAN VIEW X16„ 1 1/4- 1/2" 7/8" DETAIL A 3/8"x3" BOLT. 1/2" (IN -SIDE) SEE DETAIL C� SELF-LOCKING HEX. 1/2" THICK NUT, FLAT WASHER,. SELF-LOCKING NUTIL 1/4" SECTION B -B _2%2%3/8" 3 3/4" 3" L 2 1/2"x2 1/2" 1/2"x4" STUD , 5"i X 1/4" COLLAR SHEAR CONNECTOR DETAIL C 1 1/4" • (-2 3/8 1 1/2" PIPE 0 0 o Z SEE DETAIL A I 4 SECTION A --A 12 REQ'D. - 3 112"--V V L 2 1/2" COVER, DETAIL SWM DRAINAGE STRUCTURE NO SCALE SHEET 1 OF 2 304C6 C7261 MY147 REV. D ACRD TLM PLOT SCALE: 1-1 XREF: 6,-0" 43 -0" 6'-0" 10. EXPN JT W/ CONTRACTION JT RAMP FLOOR 1 /2" PREMOLDED JT FILLER 1" DEEP a d d .4 d ° a 4 � d d I ° d 4 d ° ° ° d ° d ° d �0 4 ° ° d . 4 ° �° cJ ° 4' ° ° ° 4 4 v ° d . LA� ° w44 6X6-W1.4X 4" POROUS FILL 'W1.4 WWF COMPACTED o SUBGRADE Q44 d 4° ° LONGITUDINAL SECTION ° ,,MAX SLOPE WALK WIDTH LONGITUDINAL CONTRACTION JOINT 4° v q d 12: 1 a a d 0 - 5'-11" NONE ° ° 6' - 8' ONE ALONG WALK AT CENTERLINE 11 TRANSVERSE EXPN JT TRANSVERSE EXPN JT WHERE FACE OF CURB LONGITUDINAL CONT JT WALK ABUTS CURB, RAMP FLOOR BROOM FINISH CONTRACTION JT PVMT OR STEPS - PLAN 1 7, z w W `\ FINISH PAVEMENT `�' SECTION CURB CUT RAMP NO SCALE DESIGN HIGH WATER ELEV. 536.6 _ RISER 12" PIPE - CONCRETE HEADWALL 3" ORIFICE DEBRIS RACK BOTTOM OF SWM BASIN ELEV. 533.0 CONCRETE BASE COMPACTED SUBGRADE EMERGIENCY SPILLWAY Q� CREST ELEV. 538.0 ELEV. 537.5 1ANTSEEP COLLAR MoD 01 18" BARREL NOTES: RISER TO BE BUILT INTO EMBANKMENT. ORIFICE SHALL EXTEND OUT OF EMBANKMENT. PERMANENT DETENTION BASIN SCHEMATIC NO SCALE CONCRETE COVER HINGED GRATE - AND COLLAR SEE DETAILS 3 0 1, 2„ T rA ro ti�1 8 SEE DETAIL C FOR 13- COLLAR MFNT I COLLAR & GRATE � O- - 1 �_ WATER QUALITY--\ _. '' T� ORIFICE - 3" 18 - - I I I METAL PLATE CULVERT DEBRIS RACK ROUND OR �j OoOo� C� BOTTOM OF SQUARE 12, STORM WATER MIN. OPENING ��(?O ( MANAGEMENT THROUGH THE I 8" BASIN WALL 8" 3'-0" 8" CLASS Al RIPRAP MARK HEIGHT OF STRUCTURE, IN BLACK, WITH 4" HIGH SIDE VIEW NUMERALS AND 1" WIDE' HORIZONTAL STRIPES AT 1' INTERVALS FROM INVERT OF WATER QUALITY ORIFICE. (ALL VISIBLE SIDES) NOTES: GRATES AND COLLAR ARE TO BE GALVANIZED AFTER FABRICATION. STRUCTURE MAY BE PRECAST OR CAST IN PLACE. WEEP HOLES SHALL NOT BE PROVIDED. ANY LIFT HOLES SHALL BE PLUGGED. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 4'-0" OR GREATER ABOVE INVERT OF WATER QUALITY ORIFICE. * REF. VDOT SECTION 414 SWM DRAINAGE STRUCTURE NO SCALE SHEET 2 OF 2 PARTIAL PLAN CONCRETE WALK NO SCALE 12' MAX PAYMENT WIDTH 8" AGGREGATE BASE COURSE „ SLOPES VARIABLE AS 6X6 -W2.1 XW2.1 WELDED SHOWN ON PLANS WIRE FABRIC 3'-0" _ WEEP HOLES 2 ~ 3 DIA. AT 8 C -C 6" 3" CONCRETE TO BE 3000 PSI SECTION A -A EXPANSION JOINT SPACING A APPROXIMATELY 90' 1 , DIRECTION OF FLOW-:�:-, Eg T 93, , , � I I. d ° _ ° I p d d 1 00 / d 6" A CURTAIN WALL TO BE LOCATED #4X18" DOWELS SMOOTH BARS ®12" AT BEGINNING AND END OF C -C LOCATED AT ALL JOINTS. ALL CHANNELS AND ON THE LOWER END OF EACH LONGITUDINAL SECTION EXPANSION JOINT NOTES: 1. WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR GREATER THAN 4' AND D IS EQUAL TO OR GREATER THAN 2'. 2. COVER LOWER END OF WEEP HOLE WITH 12"X12" PLASTIC 12" 3 ASPHALT CONC EXST PVMT HARDWARE CLOTH, 1/4" MESH OR GALVANIZED STEEL WIRE, SURFACE COURSE SAWCUT� MINIMUM WIRE DIA. 0.03 INCH, NUMBER 4 MESH, HARDWARE CLOTH ANCHORED FIRMLY TO THE BOTTOM OF CHANNEL. 77 CONCRETE FLUME PRIME ���OgOr° NO SCALE 1L' 1 8MAX PAYMENT WIDTH EXST BASE TACK COAT i AGGREGATE BACKFILL / BENEATH PAVEMENTS (SEE DETAIS TRENCH) \ 1EARTH EARTH 111 PAVEMENT RESTORATION DETAIL 1� 2» 3, 0„ 1, 2„ 3' 5z ELEV. ,536.6 0 l FRONT VIEW INV. 533.0 til I1 1111 SL010 =1 NO SCALE DEBRIS RACK HOLDER AND ALL 1/2"X4" ADHESIVE BOLT HARDWARE ARE TO BE GALVANIZED. SELF-LOCKING HEX. NUT 1 4 FLAT WASHER 2-3/4" -1/2"X1-1/4" BOLT 1/4 1 1 /21, T 3/4"4 HOLE X0 1- METAL PLATE row 3/8" HOLE TO BE `n '�� DRILLED IN L 2„x2„ -- ---- - X 3/8" @ EACH END OF EACH PIPE (OUT -SIDE) 2 3/4" 1 7/8"R 7 3/4% HOLE 00 -1/4 -� tet• � , 1 1/2" EXTRA STRONG PIPE 1 ® 3.63 LBS./FT. B I PLAN VIEW X16„ 1 1/4- 1/2" 7/8" DETAIL A 3/8"x3" BOLT. 1/2" (IN -SIDE) SEE DETAIL C� SELF-LOCKING HEX. 1/2" THICK NUT, FLAT WASHER,. SELF-LOCKING NUTIL 1/4" SECTION B -B _2%2%3/8" 3 3/4" 3" L 2 1/2"x2 1/2" 1/2"x4" STUD , 5"i X 1/4" COLLAR SHEAR CONNECTOR DETAIL C 1 1/4" • (-2 3/8 1 1/2" PIPE 0 0 o Z SEE DETAIL A I 4 SECTION A --A 12 REQ'D. - 3 112"--V V L 2 1/2" COVER, DETAIL SWM DRAINAGE STRUCTURE NO SCALE SHEET 1 OF 2 304C6 C7261 MY147 REV. D ACRD TLM PLOT SCALE: 1-1 XREF: 6,-0" 43 -0" 6'-0" 10. EXPN JT W/ CONTRACTION JT RAMP FLOOR 1 /2" PREMOLDED JT FILLER 1" DEEP a d d .4 d ° a 4 � d d I ° d 4 d ° ° ° d ° d ° d �0 4 ° ° d . 4 ° �° cJ ° 4' ° ° ° 4 4 v ° d . LA� ° w44 6X6-W1.4X 4" POROUS FILL 'W1.4 WWF COMPACTED o SUBGRADE Q44 d 4° ° LONGITUDINAL SECTION ° ,,MAX SLOPE WALK WIDTH LONGITUDINAL CONTRACTION JOINT 4° v q d 12: 1 a a d 0 - 5'-11" NONE ° ° 6' - 8' ONE ALONG WALK AT CENTERLINE 11 TRANSVERSE EXPN JT TRANSVERSE EXPN JT WHERE FACE OF CURB LONGITUDINAL CONT JT WALK ABUTS CURB, RAMP FLOOR BROOM FINISH CONTRACTION JT PVMT OR STEPS - PLAN 1 7, z w W `\ FINISH PAVEMENT `�' SECTION CURB CUT RAMP NO SCALE DESIGN HIGH WATER ELEV. 536.6 _ RISER 12" PIPE - CONCRETE HEADWALL 3" ORIFICE DEBRIS RACK BOTTOM OF SWM BASIN ELEV. 533.0 CONCRETE BASE COMPACTED SUBGRADE EMERGIENCY SPILLWAY Q� CREST ELEV. 538.0 ELEV. 537.5 1ANTSEEP COLLAR MoD 01 18" BARREL NOTES: RISER TO BE BUILT INTO EMBANKMENT. ORIFICE SHALL EXTEND OUT OF EMBANKMENT. PERMANENT DETENTION BASIN SCHEMATIC NO SCALE CONCRETE COVER HINGED GRATE - AND COLLAR SEE DETAILS 3 0 1, 2„ T rA ro ti�1 8 SEE DETAIL C FOR 13- COLLAR MFNT I COLLAR & GRATE � O- - 1 �_ WATER QUALITY--\ _. '' T� ORIFICE - 3" 18 - - I I I METAL PLATE CULVERT DEBRIS RACK ROUND OR �j OoOo� C� BOTTOM OF SQUARE 12, STORM WATER MIN. OPENING ��(?O ( MANAGEMENT THROUGH THE I 8" BASIN WALL 8" 3'-0" 8" CLASS Al RIPRAP MARK HEIGHT OF STRUCTURE, IN BLACK, WITH 4" HIGH SIDE VIEW NUMERALS AND 1" WIDE' HORIZONTAL STRIPES AT 1' INTERVALS FROM INVERT OF WATER QUALITY ORIFICE. (ALL VISIBLE SIDES) NOTES: GRATES AND COLLAR ARE TO BE GALVANIZED AFTER FABRICATION. STRUCTURE MAY BE PRECAST OR CAST IN PLACE. WEEP HOLES SHALL NOT BE PROVIDED. ANY LIFT HOLES SHALL BE PLUGGED. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 4'-0" OR GREATER ABOVE INVERT OF WATER QUALITY ORIFICE. * REF. VDOT SECTION 414 SWM DRAINAGE STRUCTURE NO SCALE SHEET 2 OF 2 PARTIAL PLAN CONCRETE WALK NO SCALE 12' MAX PAYMENT WIDTH 8" AGGREGATE BASE COURSE „ SLOPES VARIABLE AS 6X6 -W2.1 XW2.1 WELDED SHOWN ON PLANS WIRE FABRIC 3'-0" _ WEEP HOLES 2 ~ 3 DIA. AT 8 C -C 6" 3" CONCRETE TO BE 3000 PSI SECTION A -A EXPANSION JOINT SPACING A APPROXIMATELY 90' 1 , DIRECTION OF FLOW-:�:-, Eg T 93, , , � I I. d ° _ ° I p d d 1 00 / d 6" A CURTAIN WALL TO BE LOCATED #4X18" DOWELS SMOOTH BARS ®12" AT BEGINNING AND END OF C -C LOCATED AT ALL JOINTS. ALL CHANNELS AND ON THE LOWER END OF EACH LONGITUDINAL SECTION EXPANSION JOINT NOTES: 1. WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR GREATER THAN 4' AND D IS EQUAL TO OR GREATER THAN 2'. 2. COVER LOWER END OF WEEP HOLE WITH 12"X12" PLASTIC 12" 3 ASPHALT CONC EXST PVMT HARDWARE CLOTH, 1/4" MESH OR GALVANIZED STEEL WIRE, SURFACE COURSE SAWCUT� MINIMUM WIRE DIA. 0.03 INCH, NUMBER 4 MESH, HARDWARE CLOTH ANCHORED FIRMLY TO THE BOTTOM OF CHANNEL. 77 CONCRETE FLUME PRIME ���OgOr° NO SCALE 1L' 1 8MAX PAYMENT WIDTH EXST BASE TACK COAT i AGGREGATE BACKFILL / BENEATH PAVEMENTS (SEE DETAIS TRENCH) \ 1EARTH EARTH 111 PAVEMENT RESTORATION DETAIL 1� 2» 3, 0„ 1, 2„ 3' 5z ELEV. ,536.6 0 l FRONT VIEW INV. 533.0 til I1 1111 SL010 =1 NO SCALE DEBRIS RACK HOLDER AND ALL 1/2"X4" ADHESIVE BOLT HARDWARE ARE TO BE GALVANIZED. SELF-LOCKING HEX. NUT 1 4 FLAT WASHER 2-3/4" -1/2"X1-1/4" BOLT 1/4 1 1 /21, T 3/4"4 HOLE X0 1- METAL PLATE 1 /4" 3„ CONE » R 1 /4 L SIDE VIEWS 1/4" FRONT VIEW DEBRIS RACK HOLDER - SIDE VIEW FRONT VIEW DEBRIS RACK SWM WATER QUALITY ORIFICE DETAILS NO SCALE SHEET 1 OF 2 RIPRAP (VDOT CLASS I W/ FILTER FABRIC) D=24" OQ� sv 2� 1:7 - EMERGENCY SPILLWAY SECTION NO SCALE NOTES: TO BE USED WITH PERMANENT BASIN. ELEV. 538.0 ELEV. 537.5 ©.� co a ran No. 21318 ©NAL' VAR. METAL PLATE MUST BE �" 2°' CURVED FIT CIRCULAR r"�"�� -- UNITS WHERE APPLICABLE. 0 C) 4„ f 1 WATER QUALITY ORIFICE N 3" DIA. OR 2-1/8" SQUARE) O (4) 3/4" DIA. HOLES (4) 1/2-X4" AGI ILJl YL V4L I.J, SELF LOCKING HEX. NUTS, RISER METAL PLATE DETAIL FLAT WASHERS (NOT GALVANIZED) ROUND OR SQUARE 12" MAX. 6" MIN. CONC. SWM RISER PIPE OR OPENING THROUGH WALL SWM DRAINAGE STRUCTURE TYPICAL PIPE CULVERT FROM SWM BASIN DEBRIS RACK I 1 I I I BOTTOM OF I BASIN �-- � __--� L_ � � � J _ � � L L .__.. --- --� METAL PLATE DETAIL FOR METAL PLATE AND SIDE VIEW WITH DEBRIS RACK 3" WATER QUALITY ORIFICE TYPICAL SWM OUTLET STRUCTURE OR SWM RISER PIPE SWM WATER QUALITY ORIFICE DETAILS NO SCALE SHEET 2 OF 2 !,'0RPGF+c:T0fJ IRV 1`•ir, J{ :JFii _r MUMBEn ,..•„.,,.e,.rt:.. sa*-en^p e!.,:: r,A .aOSId1UCi EUGf-UPPHINT, fA THIS Eiti .-�..�- Df- f"y'NAJING NLJN/]0ER _ D I^ A\A/ l f\] G 1l\ ,� L :`rA DRAWING NUMBER DRNWING NUMBER DRAVIANG NUMBER - - - ------- ,t� G�0 U I \/ 1 —_—_—\ — —_—_�� --_ s R 0 D _---___-- ---- _ o�G ---- — — _ 0 U T E 0 80 RIGHT F I ENTRANCE SIGN TO BE - � �- �� PROVIDED BY ALLOWANCE - J�jllT-� 7 y /p /-/\�CH�� �A / v LACE AND WIDEN - - PAVEMENT AS -SHOWN �, / �/ /�j�/ /� =- �J S�S �1/�O/ \�V �Vl r l��\/ ... Y. .. ......-.- - H Ai- J M I C,ti t J I. �2: �.......................''`' r ���.�•��.�::-�---- fi �,,-�--.......�.�:.�.�.�.•.'.•.'.'.'�.�_� �.,.-�--�' .::::..-.'.-.�:.�.•''. ............... I r_Ront= _ ASPHAI T PVMT NEW LOW '�� '/-nn �r — �� 1 STONE WALL TO C - l (JI 1 — 3 0. 4-8 MATCH WALL AT UPSTREAM WIDTH t_AhHCt.. . r'_'RAIG RPC.`i KLUGE REHAB CENTER 7.5 AI 0 .-'Arlo, , PkitOtCORPORATION IRJIP.0 RUrORVI - 4. 11.I A TMPF:i 91 rlklM 3; r -, "'Ap gftIRDFR cV Nf )t 1 PP ),-.,,P CIVIL EROSION CONTROL PLAN SUBMITTED�,� R i 7" EQTiDEFBvMUD/Bc:iO 5AR .-_ -, .... -_.. "'�•."^ - : f US4ROM- £iIGE"UF:PRi,TT lN-T31FSCIVF' -* ... a�:+•�.�-;a .a:.�.e.a- - •-.-.«- - .....n....:�. .a--.«+_ v.;r,..-.,,..-..,_...,.oma,,,,., - ,. .. .., - - _.. ,. .. _, ..; ...rte-..-- ..: <�rvn-»- -. kUalii J4E UF.NA3Pb.UfP a dISU# ...,.,. , -.-r^•:�^•wrno . .a«,.F... .ar+•,ro,2... ...R:µ<,,:.«-wP*�.rM...: ..,'"^aer,«c'� . '_":.-..i.�.:�.:..;_P... •_.,•—»,::._;-'«.-...�,r,.-'..::;-POSITION EDGE F PRINT ON THIS -IV .;.:�.'•-.:M-�..+4.,.. .. __ ?. ....-,e... -.,. - lifflri.ECGF--UFkHS$[9H.aniSk.lk{6 �-,!....,i.. rw+..r•� .:.:.... .:.�ti..�... �-„-<-::.; - - �- - - - - - - ..- .-.. __ .. .-+a�..,,»,,,,..: ,,:,s.».., �_...,,_ 'e-.-- r�. .: -,.-,� _..... _'^',rte: :;...--r;'.-, .., ' :"•P9SIIIUN: €Ct',6 Of kBiHI O+d. THIS Urif.;.Ee" r �,:. . I � ._ �^�..:_ �:t- _ v=ia r{. ..- J,. ..- ,.,fid,... z, - - - ------- ,t� G�0 U I \/ 1 —_—_—\ — —_—_�� --_ s R 0 D _---___-- ---- _ o�G ---- — — _ 0 U T E 0 80 RIGHT F I ENTRANCE SIGN TO BE - � �- �� PROVIDED BY ALLOWANCE - J�jllT-� 7 y /p /-/\�CH�� �A / v LACE AND WIDEN - - PAVEMENT AS -SHOWN �, / �/ /�j�/ /� =- �J S�S �1/�O/ \�V �Vl r l��\/ ... Y. .. ......-.- - H Ai- J M I C,ti t J I. �2: �.......................''`' r ���.�•��.�::-�---- fi �,,-�--.......�.�:.�.�.�.•.'.•.'.'.'�.�_� �.,.-�--�' .::::..-.'.-.�:.�.•''. ............... I r_Ront= _ ASPHAI T PVMT NEW LOW '�� '/-nn �r — �� 1 STONE WALL TO C - l (JI 1 — 3 0. 4-8 MATCH WALL AT UPSTREAM WIDTH DOWNSTREAM CLASS WIDTH RIPRAP 100 6 KLUGE REHAB CENTER 7.5 AI 0 4 HEIG r o 4. 11.I A CHECKED GAT APPROVED CIVIL EROSION CONTROL PLAN SUBMITTED�,� ) .I ORCcD -- EXISTING KCRC PtJiMP STATi011 AND MANHOLE' RL lel C�� l iVI,4I PK PK ,rel' l Il`\l POWL POLE lj0ll - GENERAL REMARKS UNDERGROUND STORAGE TANKS PREVIOUSLY LOCATED ON THIS SITE HAVE BEEN REMOVED. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE SOILS INVESTIGATION REPORT PERFORMED BY EARTHTECH (APPENDIX B OF THE SPECIFICATIONS). IF CONTAMINATED SOIL, GROUNDWATER AND/OR VAPORS ARE DETECTED, THE CONTRACTOR SHALL CEASE EXCAVATION AND CONTACT THE OWNER'S REPRESENTATIVE. EXCAVATION SHALL RECOMMENCE AT DIRECTION OF OWNER'S REPRESENTATIVE. EROSION AND SEDIMENT CONTROL MEASURES INDICATED ARE THE MINIMUM REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REGULATIONS IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - THIRD EDITION 1992. AFTER CONSTRUCTION THE OWNER IS RESPONSIBLE FOR KEEPING THE STORM WATER MANAGEMENT ORIFICE (3 INCH) CLEAR OF DEBRIS AND SEDIMENT. USCS SOIL TYPES SM & ML WERE ENCOUNTERED DURING BORING OPERATIONS (A DETAILED SOILS REPORT CAN BE FOUND IN APPENDIX OF SPECIFICATIONS). PUMP TRUCK MUST BE PROVIDED ON SITE AT ALL TIMES IN ORDER TO SUPPLY 2 -INCH HOSE FOR WASHING AT CONSTRUCTION ENTRANCE. - VL 1 (I l.LJ MY ✓` / � 1 I \ SHEET C8 DIVERSION DIKE 0 '536 �p / ' •\ � � / �/ ORI / / /� / /\ � I \ �0� 00 OP \, \ � "iSS ' 34 FEE#100 IPIP INLET PROTECTION \ \ 00�\ \ — �O 40 �00� \ • 540 _ \`"r/n , 538 54 \ — i 00 CONSTRUCTION ENTRANCE FE`S#400 ' 20 0 •� ✓�� \ C� • \ L� � \ ( ,•� � f c��3.fig i \ \ ` ) \ �'' I I\ 1 \ \ %� IN 100 N� LIMITS OF WORK - \� ' OU TL E T PROTECTION —X—X—X—X � X—X—X—X SILT FENCE \ \ \ \ 1 FES# LENGTH UPSTREAM WIDTH DOWNSTREAM CLASS WIDTH RIPRAP 100 6 4 7.5 AI 0 4 7.5 1 A 40 1 4. 11.I A \ \\ \ \ \ a� DC DUST CONTROL OP OUTLET PROTECTION DRAINAGE AREA d �(0 S61'18'35.0"E o / 139.94 �,. \ UNIVERSITY OF VIRGINIA \ / TAX MAP 60, PARCEL 30B ZONED R-1 C3 C7261 MY1497 REV. ACRD tlrn PLOT SCALE: 20 XREF: CC nj �t J U UNIVERSITY OF VIRGINIA TAX MAP 60, PARCEL 31 ZONED R-1 � V�LTII a CO A. TAYL No. 21318 NA,L 20' 10' 0 20' 40' 1 " = 20' REVISION DATE DESCRIPTION I BY I APP DESIGNED TLM CHARLOTTESVILLE EMERGENCY COMMUNICATIONS CHARLOTTESVILLE, CENTER VIRGINIA DRAWN TLM CHECKED GAT APPROVED CIVIL EROSION CONTROL PLAN SUBMITTED�,� HAYES, SEAM, MATTERN & MATTERN, INC, SCALE comm. 1"=20' 7261 ARCHITECTS - ENGINEERS - PLANNERS DATE SHEET ROANOKE, VIRGINIA 14 MAY 1997 C7 r A GEOT FABR 13 o�o�n2DR-,r A 50 cgpq <50 D 0 AD=D - F -_ D=D 00�o0°�nOD--�r•-- B i L 3H 777 , DD j<// SECTION A-- A MIN. 3D * \ 1 I.7/ N /I_l `/\ �� JDEPTH <�\\ DEPTH GEOTEXTT_LE FABRIC SECTION B -B USE DIMENSIONS SHOWN ON PLANS OR NORMAL SIDE SLOPE, BOTTOM WIDTH, AND DEPTH OF CHANNEL, DITCH OR NATURAL. GROUND. OP PIPE OUTLET PROTECTION EC —1 NO SCALE 7261 C8 C 7261 MY1497 REV. ACRD TLM PLOT SCALE: 1=1 XREF: PROVIDE ADEQUATE STRAPPING k_kJnfCVhNICJ JV W I�ICIHL RIJGfC DESIGN HIGH WATER NOTES: 00 �o�o Opo ,Oc C �0o C,Do a�� NOTES: CUTOFF TRENCH MUST EXTEND AT LEAST 1 FOOT INTO A STABLE, IMPERVIOUS LAYER OF SOIL AND HAVE A MINIMUM DEPTH OF 2 FEET. CUTOFF TRENCH SHALL EXTEND UP BOTH ABUTMENTS TO THE RISER CREST ELEVATION. PRESSURE PRESSURE RELIEF CUTOFF TRENCH DETAIL NO SCALE DESIGN HIGH WATER ELEV. 536.80 F- 0.5' !MIN. 1.0 67 C. Y. AC. ' " DRY STORAGE ------------ ri l l 67 C. Y. AC. ..:.." :...:::.::..: \/VET STORAGErr SEDIMENT CLEANOUT POINT: ELEV. 536.0 (" VVET STORAGE REDUCED TO 34 C.Y./ ACRE) ANTI -VORTEX DEVICE CREST OF EMERGENCY SPILLWAY ELEV. 540.0 ,\AIN. j 1.01 j% T / ELEV. 539.0 --1-- -------- ELEV. 538.0 RISER CREST DEWATERIIIG DEVICE ...... INV. ELEV. 537.0 TEMPORARY SEDIMENT BASIN SCHEMATIC NO SCALE POLYETHYLENE CAP ELEV. 537.5 DRY STORAGE PERFORATED IPOLYETHYLENE DRAINAGE TUBING, 5" MIN. DIAMETER ELEV. 537.0 WET 'O -STYLE COUPLING STORAGE RING ORIFICE, SLE 40 STEEL STUB 1 -FOOT MINIMUM, IETER *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 NOTES: DEWATERING SYSTEM FOR TEMPORARY" SEDIMENT BASIN NO SCALE NOTES: TEMPORARY SEDIMENT BASIN SHALL BE CONSTRUCTED AS SHOWN ON PLAN SHEET. TEMPORARY RISER, DEWATERING DEVICE AND ANTI -VORTEX DEVICE WILL BE INSTALLED AS INDICATED IN ABOVE DETAILS AND ON THIS SHEET. AT COMPLETION OF PROJECT, THE SEDIMENT BASIN WILL BE CLEANED AND CONVERTED TO A PERMANENT DETENTION BASIN. THE TEMPORARY RISER AND APPURTENANCES WILL BE REMOVED AND REPLACED WITH SWM -1 WHICH IS DETAILED ON SHEET C6. 4.0' X 4.0' COLLAR TO BE USED INSTALL COLLAR WITH CORRUGATIONS VERTICAL CONTINUOUS 'WELD — 1 0 o 0 -}- d X 2„ 0 0 0 0 2„ CONT WELD BAND SLOTTED HOLES AT 8" C.C. O.D. OF PIPE ELEVATION OF _ I -'7 -SLOPE 1 I _ i=11 =ill=1J j 4' —0" COLLAR TO BE OF SAME GAGE AS THE PIPE WITH WHICH IT IS USED 1 /2"X2"SLOTTED HOLES FOR 3/8" DIAMETER BOLTS. 12" MIN. WELD BOTH SIDES CORRUGATED STEEL SHEET WELDED TO CENTER OF BAND UNASSEMBLED COLLAR SECTION B -B NOTES: 1. ALL MATERIALS TO BE IN ACCORDANCE WITH SPECIFICATIONS. 2. UNASSEMBLED COLLARS SHALL BE MARKED BY PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS 3. THE LAP BETWEEN THE TWO HALF SECTIONS AND BETWEEN THE PIPE AND CONNECTING BAND SHALL BE CAULKED WITH ASPHALT MASTIC AT TIME OF INSTALLATION. 4. EACH COLLAR SHALL BE FURNISHED W/ TWO 1/2" DIAMETER RODS WITH STANDARD TANK LUGS FOR CON- NECTING COLLARS TO PIPE. ANTI—SEEP COLLAR NO SCALE RIPRAP (VDOT CLASS I W/ FILTER FABRIC) D=24" 14'-0" OQ, S� 2� _i I 41-0„ EMERGENCY SPILLWAY SECTION !ELEV. 540.0 ELEV. 539.0 NO SCALE 00 �o�o Opo ,Oc C �0o C,Do a�� NOTES: TO BE USED WITH TEMPORARY BASIN. PERMANENT BASIN WILL REQUIRE ELEVATIONS TO BE REVISED AS INDICATED ON PLAN SHEET C3. A A TOP STIFFENER (IF REQUIRED) IS 2"X2"X1 /8" ANGLE WELDED ii a TO TOP AND ORIENTED PER - TO CORRUGATIONS. LAYER OF COARSE AGGREGATE n PRESSURE PRESSURE RELIEF a HOLES 1/2" DIA. PLAN VIEW PLAN VIEW i l �. i o �- 0 TACK WELD ALL AROUND o 42"0— 'o SUPPORT BAR 16 WELDED SIZE (#6 i REBAR MIN.) „ 8 MIN j #6X12" SPACER BAR (TYPICAL} SECTION A- A NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. 3. TOP IS 16 GAGE CORRUGATED STEEL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. 4. CYLINDER IS 16 GAGE CORRUGATED STEEL PIPE OR FABRICATED FROM 1/8" STEEL PLATE. ANTI—VORTEX DEVICE ISOMETRIC NO SCALE NOTES: TO BE USED WITH TEMPORARY SEDIMENT BASIN RISER STRUCTURE. 70' jr 00 �o�o Opo ,Oc C �0o C,Do a�� 00 �oo Oo O�Oc �- 00���00�` 00g o_o, ooh N 00 o0 0 �� n� n� n� 6" THICK LAYER OF COARSE AGGREGATE (SIZE #1) & 3" , THICK LAYER OF BITUMINOUS ASPHALT PLAN VIEW i 12' MIN i F-- 10'MIN o w 11 w V)Q X a - Li LL_ Q � o � u � 10'MIN ASPHALT 6"MIN COARSE AGGREGATE -,—FILTER CLOTH 3" MIN BITUMINOUS SECTION A- A NOTE: PUMP TRUCK MUST BE PROVIDED ON SITE AT ALL TIMES IN ORDER TO SUPPLY 2 -INCH HOSE FOR WASHING. TEMPORARY CONSTRUCTION ENTRANCE CE NO SCALE �o o � U co A. Y� y No. 21318 NAL I�rroc c��occr�l GRAVEL FILTER (#3, #357 OR #5 COARSE AGGREGATE) WIRE SCREEN FILTERED WATER OVERFLOI`-i<xxxxx xX RUNOFF WATER 00OoO� - -, WITH SEDIMENT n.............. SEDIMENT DROP INLET \,�/\ 1 WITH GRATE INLET PROTECTION IP (GRATE INLET) NO SCALE SHEET FLOW 2"X2" MIN WOOD STAKES B OR EQUIVALENT METAL PLAN PICKETS ® 6'-0"OC MIN ATTACH FILTER FABRIC TO STAKES EMBED FABRIC IN GROUND SHEET FLOW MIN 4" MIN 4" MIN SECTION B -B SILT FENCE SE TEMPORARY SEDIMENT, BARRIER NO SCALE CURB INLET GRAVEL FILTER ZWIRE SCREEN (#3, #357 OR #5 COARSE AGGREGATE) RUNOFF WATER FILTERED WITH SEDIMENT ___"�OVERFLOW WATER y .d SEDIMENT WIRE SCREEN 2"X4" WOOD STUD CURB INLET INLET PROTECTION IP (CURB INLET) NO SCALE COMPACTED SOIL --•-- FLOW TEMPORARY DIVERSION DIKE DD NO SCALE 0 DRAWING NUMBER j DR,.AVONG NUMBER DRAWING NUNIHE R � DRAVVlNG NUMBER P! A&IJi0 'nC'RA'F-.L; yf JI '"'A''prl�'Ht C 1 r •.! J • tl\i J r�' � ' 1 aC Ri' ION li7`JI(di CALiFt_1H� L^ �-_ � .. tN Hp trrl r F u ., t) ,I i� ir.p, a � ,... A� OH A iCP NI ft Ffr C:Fa � , • ac. ..._.—._..—� �'• G(-, G' is ,�. _ , .._�_ _ ,.., -1(J a .. ..:Jr a' i R f> CJ . IH✓li .r. _�F) Ni. 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Fa(1) \ (1)LSt \ 5 •,.� ..... L1 C7261 MY1497 REV. C ACAD TLM PLOT SCALE: 20 XREF: 0 L-Lj Hyl ct I UNIVERSITY OF \ \ VIRGINIA TAX MAP 60, PARCEL 31 ZONED R-1 NOTE: TREE CANOPY CALCULATION �+ \ TOTAL SITE = 4.5 ACRES \ TREE CANOPY REQUIRED = 0.45 ACRES (10%) r EXISTING TREE CANOPY = 17580 SQ.FT. X 1.25 = 21975 SQ.FT. PROPOSED TREE CANOPY = 2800 SQ.FT. i TOTAL TREE CANOPY = 24775 SQ.FT. = 0.57 ACRES i C �d. ` � o _ S61.18'35.0"E 13 9.9 4 _ \ UNIVERSITY OF VIRGINIA \ / TAX MAP 60, PARCEL 30B ZONED R-1 lb �O v A OR Pio. 21318 ?o rA . J,SAN FORCED — E;<ISTING KCRC PUMP STATION AND MANHOLE LEGEND U -----i_ W -L W 5 H 4 P TREE PROTECTION LIMITS OF WORK NOTES: 2"X4" HORIZONTAL SLATS WILL BE PLACED ON THE EDGE OF THE TREE'S DRIPLINE, A MINIMUM DISTANCE OF 4' FROM TREE. NO EQUIPMENT SHALL BE PARKED UNDER DRIPLINE OF ANY TREE INDICATED TO BE PROTECTED. TREES SHOWN TO BE PROTECTED WILL BE REPLACED BY CONTRACTOR WITH APPROVED EQUAL IF THEY DIE AS A RESULT OF CONSTRUCTION ACTIVITIES. TREE PROTECTION NO SCALE 20' 10' 0 20' 40' 1" = 20' DRAWING NUMBER DRAWING NUMBER a , DRAWING NUMBER I NOTES • EXISTING VEGETATION TO BE REMOVED SHALL B- REMOVED TO LIMITS OF GRADI'\1G. SEE SHEET C3 — EROSION CONTROL & DE VOLITION PLJ:N. • CONTRACTOR SHALL PROTECT ALL VEGETATION 0 NOTED. SEE SHEET C3 — EROSiION CONTROL & DEMOLITION PL ^N. • ALL DISTURBED AREAS NOT OCCUPIED BY PAVIf OR PLANTINGS SHALL BE GRADED AND SEEDED. • ALL SHRUB AND TREE PLANTINGS TO BE MULC--ED WITH 4" CLEAN MULCH, • PLANT MATERIAL SHALL BE LOCATED A MINIiMUN, OF 6' FROiIM ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS. PROPOSED PLANT SCHEDULE Symbol O. i; �4I�" Scientific name Common name : (i)r4 C:"F`i -J_-. COrOR:TIQPiFlJ,c.,ALiF,..l>`L N11.�rIRVINE.CALIFORN14, IRVtE . C,L:C)„lN b.. ,1� ._ ,P "D_� . Pagoda Dogwood 2.5" —Cal B & B 6'—height Acer saccharum t- nQ: 4DEPS`: IJOV,ira Ac(',n�:-a BYt'alin,�F}rN'. t;AN Cornus florida — Flowering Dogwood :It-t�t�tUFN E3`'fdt_I^AFtf=i >_,iv: RFONGE?3`ft`LJM8ER�L_".�AF' vEORD'cF+B�NUM1-ic3FRC':�A: fECFl;:E=NUMBEF?pi-iai' .....- 1 Fo Froxinus americana "Autumn Purple" "Autumn Applause" Ash 2.5" —Cal MEDIUM SHADE TREES __ .... : -.:.. . .-:.—.....,. . , ., ....., .. .. .. .. .. .. _. .,...v.. .. .....,. ,.. ^+.rr' ... ..., ... .�r.� .i . .. . rUSittUtf: r.4S;.><Ui' r�dtfdYUN ttillLfiit - - .. _ _. ... ,. . .. ,.. .. ,.. . *v.�n•.r: .. r MUJIiIUrc tUuE.Ut YNit11 Utt {NIS CI dt .. ._.. _ .. .. _..c ... .. .. +e _ .... . . -, .. > . rGotgVl. .bbu.of rrtuxi:�Urc,dril�ttnE..-... .. . ..- _ ...: .. _ ... .. - ...»MOWNUJIU � h' Y I 5 !I k E ,. V H ii ,. -, - E k fY NFU. HI _Id. 4' o,c• 18"-24" 3 gal. Cf Cornus florida Flowering Doawood 4. ______T_4 Berberis 'thunbergii Jap. Greenlear' barberry 5' o.c. 3'-4' 3 gal. 17 Na 24 Bt Berberis 'thunbergii var. atropurpurea "Crimson Pygmy" "Crimson Pygmy" Barberry 5' o.c. 15"-18" 3 aal. 3 6 Na Nandina domestica Heavenly Bamboo 5' o. c. 15" —18" 3 gal. CRABAPPLES j 47 NOTES • EXISTING VEGETATION TO BE REMOVED SHALL B- REMOVED TO LIMITS OF GRADI'\1G. SEE SHEET C3 — EROSION CONTROL & DE VOLITION PLJ:N. • CONTRACTOR SHALL PROTECT ALL VEGETATION 0 NOTED. SEE SHEET C3 — EROSiION CONTROL & DEMOLITION PL ^N. • ALL DISTURBED AREAS NOT OCCUPIED BY PAVIf OR PLANTINGS SHALL BE GRADED AND SEEDED. • ALL SHRUB AND TREE PLANTINGS TO BE MULC--ED WITH 4" CLEAN MULCH, • PLANT MATERIAL SHALL BE LOCATED A MINIiMUN, OF 6' FROiIM ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS. PROPOSED PLANT SCHEDULE Symbol LQ Alias Scientific name Common name Remarks Spread Root Cal. TREES Acer rubrum 2711 Cornus alternifolia Pagoda Dogwood 2.5" —Cal B & B 6'—height Acer saccharum 2 Cf Cornus florida — Flowering Dogwood 2.5" —Cal B & B 10'—height, Frdxinus americana "Autumn Purple" 1 Fo Froxinus americana "Autumn Purple" "Autumn Applause" Ash 2.5" —Cal MEDIUM SHADE TREES g & B 2.5" —Cal SHRUBS Cercis canadensis 21 �Az Azalea "Hershey Red" Hershey Red Azalea 4' o,c• 18"-24" 3 gal. Cf Cornus florida Flowering Doawood Be ______T_4 Berberis 'thunbergii Jap. Greenlear' barberry 5' o.c. 3'-4' 3 gal. 17 Na 24 Bt Berberis 'thunbergii var. atropurpurea "Crimson Pygmy" "Crimson Pygmy" Barberry 5' o.c. 15"-18" 3 aal. 3 6 Na Nandina domestica Heavenly Bamboo 5' o. c. 15" —18" 3 gal. CRABAPPLES j 47 44 Nd Nandina domestica "Fire Power" "Fire Power" Nandina 2' o. c. 15"-18" 3 gal. 4 PJ Pieris japonica "Mountian Fire" "Mountian Fire" Pieris 4' o.c. 18"-24" 3 gal. 2 Rh Rhododendron catawbiense var. album Catawba Rhododendron 6' 0. c. 18" —24" 3 gal. MISC 678 Ho Hemerocallis 'Stella D'oro' Stella D'oro Daylilly 2' o. c. quart 60 Jc uniperus chinensis var. sargentii Sargent Juniper 4' a. c. 15"-18" 3 gal. 678 Lm Liriope muscari Liriope 2' o. c. 4" cont REQUIRED PLANT SCHEDULE Symbol Qua Alias Scientific name Common name Remarks Spread Root Cal. LARGE SHADE TREES - 2 �Ar Acer rubrum Red Maple g & g 2.5" —Cal 3 As Acer saccharum Sugar Maple g & B 2.5" —Cal 1 Fa Frdxinus americana "Autumn Purple" "Autumn Applause" Ash g & g 2.5" —Cal MEDIUM SHADE TREES 0 3 Cc Cercis canadensis Red Bud B & B 10'—height 7 Cf Cornus florida Flowering Doawood B & B 10'—height STREET SHRUBS 17 Na Nandina domestica Heavenly Bamboo 5' c.c. 15"-18" 3 gal. SCREENING SHRUBS 3 Be Berberis thunbergii Jap. Greenleaf barberry 5' o. c. 3'-4' 3 gal. CRABAPPLES j 47 Mf Malus floribunda Jap. Flowering Crabapple g & g 2.5" -Cal 2" x2" CED/ �T 36" LENGTI- TREE WELL ROOT BALL 411 GAUGE REINFORCE[ TREE WRAP 411 GAUGE TT ATTACH @ 1/3 UP TE 4" MULCH 3" SAUCER GUYING STf CLEAN BAC UNDISTURB DO NOT CC TREE STAKING DETAIL NO SCALE 4" MULCH TOP OF R( 1" ABOVE CLEAN BAC AND FINISIr 2" MOUND UNDISTURB 'ELY PRUNE CROWN CUT CENTRAL LEADER SHRUB PLANTING DETAIL NO SCALE SHRUB PLANTING BED 4" MULCH 1/8% x 4' STEEL (LANDSCAPE EDGING W/ 15" STEEL STAKE FINISHED LAWN FINISHED GRADE 1" BELOW TOP SURFACE OF EDGING (TYPICAL) 15" STEEL STAKE LOCATED TO THE INTERIOR OR PLANT SIDE OF BEDDED AREA UNDISTURBED SOIL p U CGS XT R No. 21318 k</9 LE Cs LANDSCAPE EDGING DETAIL NO SCALE r