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HomeMy WebLinkAboutSW1190801_Plan_(Set)_20191213adwarch itects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 CIVIL Nil: INEERING F704. 379. 1920 www. adwarch itects. corn rr C rr I IC)N D 4ENrrS ]?LANS C ()N S RU _ M - R 'T N rrE rr E EP R E LEICES R"VOLUN E I IRE D m� A M IF M - M 4 1563 AELXANDER ROAD 91-- LEICESTER, NC 28748 /y../ MaNtern &Craig ENGI DATE: JULY 2019 COMMISSION NO..46 3827 Leicester Ian I SHEET LIST ho'Volunteer Fire T1T3 i510119 � �r � Sfyfj'i Luc, ,?3TI SHEET TITLE Department 1 7ik 21 3D T{r2B rsi 21 � C000..... COVER k XYBDr �' 0B VIATIONS AND LEGEND C101..... NOTES 1563 Alexander Rd. zTs� Alexander `# Weaverville C200..... TOPOGRAPHICAL SURVEY C300..... SITE MASTER PLANo Leicester, NC 28748 ® T f C301..... SITE DETAILS T—W T090 4 - C400..... GRADING & STORMWATER PLAN C401..... GRADING & STORMWATER DETAILS C500..... EPSC PHASE 1 0 C GSent� C501..... EPSC PHASE 2 manspaBody Maintenance C502..... EPSC SELF INSPECTION, RECORD KEEPING AND REPORTING , ��o� EEs tiy' PROJECT ARE � o�h R'd C503..... EPSC DETAILS Q Nq 0 rye, C504..... EPSC DETAILS - '�T --] r C505..... EPSC DETAILS ( _ SE ' C600..... UTILITY PLAN \ , LaF+ster A 1st tTDiCe C601..... UTILITY DETAILS R Lircester Publ�� Library - Leicestnr ,,, � Elernematy Choal Well Service 1555 C700..... ROADWAY PROFILE -, L f LBICBSter �Icstr Vol url#Gf Leicester a�pplY 1=ke Department C800.... WALL PROFILE PROJECT LOCATION °rmr,ittr e� � Ferguson 1+Uell priliing _ tauT C WOWTx11 Bell united Gaining Ground Farm _ Methodist Church T�xo ,s; u F13-671 4Voodfin L e i c e-s t o r- Gossett Grocery � 1375 Newfound Baptist Church " I TM} €larold's Small Engines. 4 COVER Eyl �q. y I f T357 MONTFGRD ARKA MaTIDRIC - DATE: 07-08-2019 osrrTic� rsa united States PROJECT NO: 17052 ,,��g Postai er�ace 13 3 T333 +on�fid o Asheville a T REVISIONS T # NO: DATE: DESCRIPTION: f74 9 ,, x VICINITY MAP LOCATION MAP NO SCALE NO SCALE THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW Mattern & Craig ARCHITECTS, PA. ENGINEERS* SURVEYORS 12 BROAD STREET SET NUMBER ASHEVILLE, NORTH CAROLINA 28801 (828) 254-2201 FAX (828) 254-4562 SHEET NUMBER 0 N N 0 N C E CL 12 0 Z w CD w Of Q 0 0 U r` N 00 0 Z w w w Of m Q 0 0 N 01 2—WAY TWO—WAY INTERSECTION -------------------- A/B AS BUILT AB ANCHOR BOLT, AGGREGATE BASE ABAN ABANDON OR ABANDONED ABBR ABBREVIATION ABUT ABUTMENT ABV ABOVE AC ACRE, ALTERNATING CURRENT, AIR CONDITIONING ACSM AMERICAN CONGRESS ON SURVEYING & MAPPING ACT ACOUSTICAL ADD ADDITIONAL ADJ ADJACENT AFF ABOVE FINISH FLOOR AGGR AGGREGATE Al ANGLE IRON ALT ALTERNATE ALTA AMERICAN LAND TITLE ASSOCIATION ALUM ALUMINUM ANC ANCHOR APPROX APPROXIMATE APRV APPROVE(D) APT APARTMENT ARCH ARCHITECTURAL ARV AIR RELEASE VALVE ASSY ASSEMBLY AST ABOVEGROUND STORAGE TANK AWWA AMERICAN WATER WORKS ASSOCIATION AVE AVENUE AVG AVERAGE AX AXLE AZ AZIMUTH BARB BARBED WIRE (FENCE) BB BRUSH BARRIER BDG BRIDGE BDY BOUNDARY BEG BEGIN, BEGINNING BF BUFFER ZONE BFP BACK FLOW PREVENTER BFV BUTTERFLY VALVE BIT BITUMINOUS BJ BELL JOINT BKF BACKFILL BL BASE LINE BLDG BUILDING BLKG BLOCKING BLVD BOULEVARD B/M BLANKETS & MATTING BM BENCH MARK, BEAM BND BOUND BOL BOLLARD BOTT BOTTOM BOV BLOW OFF VALVE BP BYPASS BR BRANCH BRG BEARING BSMT BASEMENT BV BUTTERFLY VALVE BW BOTTOM OF WALL C CHANNEL, COLD, CABLE C/C or CENTER TO CENTER CTOC C&G CURB & GUTTER CC&G CONCRETE C&G CAB CABINET CAD COMPUTER AIDED DRAFTING CADD COMPUTER AIDED DRAFTING & DESIGN CALC CALCULATE, CALCULATION CAP CAPACITY CB CATCH BASIN CD CHECK DAM CE CONSTRUCTION ENTRANCE/EXIT CEM CEMETERY CF CUBIC FEET CG CHANGE OF GRADE CHK CHECK CHKD CHECKED CI CAST IRON CIP CULVERT INLET PROTECTION, CAST -IN -PLACE, CAST IRON PIPE CIRC CIRCULAR CKT CIRCUIT CL CENTER LINE CLF CHAIN LINK FENCE CLR CLEAR, CLEARANCE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CND CONDUIT CN TL CONTROL CO CLEAN OUT COGO COORDINATE GEOMETRY COMB COMBINATION CONC CONCRETE CONN CONNECT, CONNECTION CONST CONSTRUCTION EXISTING CONT CONTINUOUS CON TR CONTRACTOR COR CORNER COV COVER CID COORDINATE POINT, CONTROL POINT CPED CABLE PEDESTAL CPLG COUPLING CPP CORRUGATED PLASTIC PIPE CR CREEK CRS CONSTRUCTION ROAD STABILIZATION CR STONE CRUSHED STONE CSW CONCRETE SIDEWALK CTR CENTER CTY COUNTY CU CUBIC, COPPER CULV CULVERT CV CHECK VALVE CY CUBIC YARD D DEPTH OR DEGREE OF CURVE DAT DATUM DB DEED BOOK DC DUST CONTROL DD TEMPORARY DIVERSION DIKE DEG DEGREE DEPT DEPARTMENT DEMO DEMOLISH, DEMOLITION DF DRINKING FOUNTAIN DI DROP INLET, DUCTILE IRON DIA DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE DISC DISCONNECT DIV DIVISION DMH DROP MANHOLE DN DOWN DR DRIVE DS DOWN SPOUT, DEWATERING STRUCTURE DTL DETAIL DV DIVERSION DW, D/W DRIVEWAY DWL DWELLING DWG DRAWING E EAST, ELECTRIC EA EACH EBL EASTBOUND LANE EC END OF CURVE EF EACH FACE EG EDGE OF GRAVEL EJ EXPANSION JOINT EL, ELEV ELEVATION ELEC ELECTRICAL EM ELECTRIC METER ENGR ENGINEER ENTR ENTRANCE EOL END OF LINE EP EDGE OF PAVEMENT EPA ENVIRONMENTAL PROTECTION AGENCY EPED ELECTRIC PEDESTAL EQ EQUAL EQPT EQUIPMENT EPSC EROSION PREVENTION AND SEDIMENT CONTROL ESMT EASEMENT EST ESTIMATE EV EVERGREEN EW EACH WAY, ENDWALL EX, EXIST EXISTING EXC EXCAVATE EXP EXPANSION EXT EXTERIOR, EXTENSION F FOUND FAC FACILITY FC FACE OF CURB FD FLOOR DRAIN, TEMPORARY FILL DIVERSION FDN FOUNDATION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH FLOOR FFE FINISHED FLOOR ELEVATION FGL FIBERGLASS FH FIRE HYDRANT FIG FIGURE FIN FINISH FIXT FIXTURE FL FLOOR FLD FIELD FLEX FLEXIBLE FLG FLANGE FM FORCE MAIN FO FIBER OPTIC FP FENCE POST FR FRAME, FILTER RING FR RD FRONTAGE ROAD FS FIRE SERVICE FT FOOT FTG FOOTING, FITTING PROPOSED FTK FUEL TANK FUST FILL PORT - UNDERGROUND STORAGE TANK FUT FUTURE FWD FORWARD FWY FREEWAY G GAS (NATURAL) GA GABION GAL GALLON GALV GALVANIZED GAR GARAGE GC GENERAL CONTRACTOR GE GEOTEXTILE GEN GENERAL GEO GEOGRAPHIC GIS GEOGRAPHIC INFORMATION SYSTEM GM GAS METER GND GROUND GR GRAVEL GOVT GOVERNMENT GPM GALLONS PER MINUTE GPS GLOBAL POSITIONING SYSTEM, GALLOWS PER SECOND GRTG GRATING GT GROUT, GRADIENT TREATMENT GV GAS VALVE, GATE VALVE GW GRAY WATER H HOT HAZMAT HAZARDOUS MATERIAL HB HOSE BIBB HCAP HANDICAP HD HEAVY DUTY, HEAD HDPE HIGH DENSITY POLYETHYLENE HGT HEIGHT HK HOOK HM HOLLOW METAL HOR, HORIZ HORIZONTAL HP HORSE POWER, HIGH PRESSURE HPT HIGH POINT HV HIGH VOLTAGE HVAC HEATING, VENTILATING & AIR CONDITIONING HYD HYDRANT, HYDRAULIC HWY HIGHWAY I IRON, INTERSTATE ICV IRRIGATION CONTROL VALVE ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH INSP INSPECT INSUL INSULATION INV INVERT IP IRON PIN, INLET PROTECTION IR IRON ROD IRR IRRIGATION JB JUNCTION BOX JCT JUNCTION JT JOINT K COPPER KG KILOGRAM KW KILOWATT L LENGTH, LONG LBL LABEL LAT LATERAL, LATITUDE LC LONG CHORD LF LINEAL FOOT LG LONG, LENGTH LIC LICENSE LIM LIMIT LK LAKE LOC LOCATION LOD LIMITS OF DISTURBANCE LN LINE, LANE LONG LONGITUDE LP LIGHT POLE LR LONG RADIUS LS LEVEL SPREADER LT LEFT LTD LIMITED LTG LIGHTING LPT LIQUID PROPANE TANK -- M - METER MACH MACHINERY MAINT MAINTENANCE MAG MAGNETIC MAJ MAJOR MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MAILBOX MECH MECHANICAL MFR MANUFACTURER MH MANHOLE, MOUNTING HEIGHT MIN MINIMUM, MINUTE MISC MISCELLANEOUS MJ MECHANICAL JOINT MKR MARKER MM MASTER METER, MILLIMETER MO MASONRY OPENING MON MONUMENT MRM MILE REFERENCE MARKER MSDS MATERIAL SAFETY DATA SHEET MTD MOUNTED MTG MOUNTING MTL METAL MU MULCHING MV MUD VALVE MWEL MONITORING WELL N NORTH, NEW NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM N&C NAIL AND CAP NC NORTH CAROLINA NCDEH NC DIVISION OF ENVIRONMENTAL HEALTH NCDENR NC DEPT. OF ENVIRONMENT AND NATURAL RESOURCES NCDOT NC DEPT OF TRANSPORTATION NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NO NUMBER NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NTS NOT TO SCALE 0 OLD 02 LIQUID OXYGEN OC ON CENTERS OD OUTSIDE DIAMETER OH OVERHEAD OP OUTLET PROTECTION OPER OPERATOR OPNG OPENING OPP OPPOSITE OPRV OVER PRESSURE RELIEF VALVE ORN ORNAMENTAL ORTHO ORTHOGRAPHIC PHOTOGRAPHY OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION PB PAPER BOX PC POINT OF CURVE PCC POINT OF COMPOUND PED PEDESTAL, PEDESTRIAN PER PERIMETER PERF PERFORATED PERP PERPENDICULAR PF PAVED FLUME PG PAGE, PRESSURE GAUGE PI POINT OF INTERSECTION PIV POST INDICATOR VALVE PK PARKER-KALON (SURVEY) NAIL PKG PARKING PKWY PARKWAY PL PLATE, PROPERTY LINE, PLACE PLG PLUG PLYWD PLYWOOD PNL PANEL PNT POINT POL POINT ON LINE PP POWER POLE POB POINT OF BEGINNING POT POINT ON TANGENT PRC POINT OF REVERSE CURVE PROP PROPERTY PRV PRESSURE REDUCING VALVE PS PUMP STATION, PERMANENT SEEDING PSI POUNDS PER SQUARE INCH PT POINT, POINT OF TANGENT PUB PULL BOX PVC POLYVINYL CHLORIDE PM POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT PRIVATE PWR POWER QUAD QUADRANGLE QUAL QUALITY QTY QUANTITY ( R) RAW WATER R RADIUS, RISER RAD RADIUS RAS RETURN ACTIVATED SLUDGE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN, ROAD RDCR REDUCER REBAR REINFORCING STEEL RECPT RECEPTACLE RECT RECTANGULAR REINF REINFORCE, REINFORCEMENT REF REFERENCE REL RELOCATED REPL REPLACE READ REQUIRED REV REVISION, REVERSE RIV RIVER RLS REGISTERED LAND SURVEYOR RR RAILROAD, RIP RAP RRS RAILROAD SPIKE RTE ROUTE RT RIGHT R/W, ROW RIGHT OF WAY RWD RIGHT OF WAY DIVERSION RWM RIGHT OF WAY MONUMENT RXR HIGHWAY -RAIL GRADE ----- CROSSING MARKER --------------- S SANITARY SEWER, SOUTH, SWITCH SAF SAFETY FENCE SALV SALVAGE SAN SANITARY SB SETTING BASIN, SEDIMENT BASIN, SPLASH BLOCK SC SIGNAL CONTROL, STREAM CROSSING SCC STORMWATER CONVEYANCE CHANNEL SCH SCHOOL SCHD SCHEDULE SCR SCREEN SD STORM DRAIN, SUBSURFACE DRAIN SDC STREAM DIVERSION CHANNEL SEC SECOND(S), SECONDARY, SECURITY SECT SECTION SEP SEPTIC TANK SER SERVICE SF SILT FENCE SHLD SHOULDER SHT SHEET SHTG SHEETING SIG SIGNAL SIM SIMILAR SL SIDELINE SLD SATELITE DISH SN SIGN SO, SOD SODDING SPEC SPECIFICATION SP SIGNAL POLE SPCS STATE PLANE COORDINATE SYSTEM SQ SQUARE SR STATE ROUTE, SURFACE ROUGHENING SS STAINLESS STEEL SSS STRUCTUAL STREAMBANK STABILIZATION ST STREET, SEDIMENT TRAP, STATE STA STATION STB STRAW BALE BARNER STD STANDARD STL STEEL STR STRAIGHT, STRUCTURE STRUCT STRUCTURAL STY STORY SUCT SUCTION SUR SURVEY SURF SURFACE SURV SURVEY SW SOLVENT WELD S/W SIDEWALK SYMM SYMMETRICAL T TREAD, TOP, TELEPHONE TA TURN ARROW T&B TOP AND BOTTOM TBM TEMPORARY BENCH MARK TC TURBIDITY CURTAIN TDC TURNED DOWN CURB TDEC TENNESSEE DEPT. OF ENVIRONMENT & CONSERVATION TDOT TENNESSEE DEPT. OF TRANSPORTATION TELE TELEPHONE TEMP TEMPORARY TER TERRACE THK THICK TK TANK TLP TRAFFIC LIGHT POLE TN TENNESSEE TO TOPSOILING TOPO TOPOGRAPHIC TP TELEPHONE POLE, TREE PROTECTION TPED TELEPHONE PEDESTAL TR TREE, TRAIL TR-CON TREE - CONIFER TRAF TRAFFIC TRANS TRANSFORMER TRTD TREATED TS TOP OF SLAB, TEMPORARY SEEDING TSC TEMPORARY STREAM CROSSING TSD TEMPORARY SLOPE DRAIN TV TELEVISION TW TOP OF WALL TWRA TENNESSEE WILDLIFE RESOURCES AGENCY TYP TYPICAL USACE UNITED STATES ARMY CORPS OF ENGINEERS UGE UNDERGROUND ELECTRIC UG UNDERGROUND UON UNLESS OTHERWISE NOTED USC UTILITY STREAM CROSSING USC&GS UNITED STATES COAST AND GEODETIC SURVEY USGS UNITED STATES GEOLOGICAL SURVEY US HWY UNITED STATES HIGHWAY UST UNDERGROUND STORAGE TANK UT UTILITY UTM UNIVERSAL TRANSVERSE MERCATOR V, VAL VALVE VA VIRGINIA VAP BAR VAPOR BARRIER VBMP VIRGINIA BASE MAPPING PROGRAM VC VERTICAL CURVE VCP VITRIFIED CLAY PIPE VDEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY VDH VIRGINIA DEPARTMENT OF HEALTH VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VEG VEGETATION VEH VEHICLE VERT VERTICAL VGIN VIRGINIA GEOGRAPHIC INFORMATION NETWORK VIF VERIFY IN THE FIELD VLT VAULT VN VENT VOL VOLUME VPI VERTICAL POINT OF INTERSECTION VSD VERTICAL SIGHT DISTANCE VSS VEGETATIVE STREAMBANK STABILIZATION VVLT VALVE VAULT W WIDE FLANGE, WIDE, WATER W/ WITH W/0 WITHOUT WBL WESTBOUND LANE WD WOOD WF WOOD FENCE WH WELL HOUSE OR SPRING HOUSE WL WATER LINE, WATER LEVEL WM WATER METER WPR WATERPROOFING WS WATER SURFACE WT WATERTIGHT, WEIGHT WV WATER VALVE WVDOT WEST VIRGINIA DEPARTMENT OF TRANSPORTATION WW WINGWALL WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH X-ING CROSSING XREF CROSS REFERENCE XWLK CROSSWALK YD YARD ZN ZONE STANDARD CIVIL SYMBOL LEGEND EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION &I ANGLE IRON SHRUB - 3 TYPES 91 RV gIRV AIR RELEASE VALVE ex AXLE BFP BACK FLOW PREVENTER m SATELLITE DISH JH •BH GEOLOGIC BORE HOLE T SIGN BASELINE > SANITARY SEWER FLOW BENCHMARK �I�P PAINTED STOP MARKER 0BOL OBOL BOLLARD PAINTED STOP BAR �BOV OV BLOW OFF VALVE PAINTED AHEAD MARKER ❑ ■ CATCH BASIN PAINTED ENDS MARKER CHECK DAM PAINTED LANE MARKER T_ CENTERLINE PAINTED ONLY MARKER 0 •CO CLEAN OUT e XG x CP# COORDINATE POINT R PAINTED RXR MARKER © CABLE PEDESTAL pp II DEMOLISH MARK PAINTED SCHOOL MARKER ❑J ■ `i DROP INLET IJ PAINTED YIELD MARKER Xx ELEV SPOT ELEVATIONS eeeeee ...... PAINTED YIELD BAR o EM • EM ELECTRIC METER 3 WAY TRAFFIC ARROW © ® ELECTRIC PEDESTAL TRAFFIC ARROW — LEFT -6- FIRE HYDRANT TRAFFIC ARROW — RIGHT FLOW ARROW y TRAFFIC ARROW — STRAIGHT c� FLAG POLE Jj TRAFFIC ARROWS— STRAIGHT & L © FENCE POST �► TRAFFIC ARROWS— STRAIGHT & R OF —UST FILL PORT —UST E TELEPHONE — PAY PHONE 0 M GAS METER 5 S PIPE TERMINIS e GROUND SHOT �° TRAFFIC LIGHT POLE b > > GUY WIRE �Gv .; V GAS VALVE TELEPHONE POLE ACCESSIBLE SYMBOL 0 m TELEPHONE PEDESTAL 0ICV 9ICV IRRIGATION CONTROL VALVE TREE — 4 TYPES O PF IRON PIN — FOUND 0 •IPN IRON PIN — NEWS IPo 0 IRON PIN - OLD IRO IRON ROD - OLD •IRCN IRON ROD W/ CAP — NEWTREE EVERGREEN — 3 TYPES IRN — • IRON ROD NEW B JB ElJ■ JUNCTION BOX 0-0 ■■ LIGHT POLE ® LIQUID PROPANE TANK ETV p TV TELEPHONE VAULT 0MB MAIL BOX oVN VENT - MANHOLE, UST, ETC 0 • MANHOLE ❑vV ■VV VALVE VAULT Q � MASTER METER 0 ELL WELL ❑ El MONUMENT -10- WATER METER 0 0 MONITORING WELL 8Wv @WV WATER VALVE ® AST - PETROLEUM OIL OPB PAPER BOX PIPE FITTINGS 0 PIN CONTROL POINT KN PK NAIL NEW -� 11.25' BEND 0PKO PK NAIL OLD 22.5' BEND R R PROPERTY LINE + 45' BEND > ► PLUG — WATERLINE 90' BEND + DEFAULT POINT MARK COUPLING 'PM *PM PARKING METER i PIPE JOINT MARK 0- w POWER POLE 4- PIPE TEE (6PRV 6PRV PRESSURE REDUCING VALVE El IDS ■PS PLANTED STONE ❑ 0 PULL BOX SECTION SYMBOL Q Q PUMP D 0 REDUCER RR ® RAILROAD SIGNAL SHEET WHERE SECTION 0RRS •RRS RAILROAD SPIKE IS DRAWN OFIS DETAIL NUMBER m ROW MONUMENT SHEET WHERE SECTION SIGNAL CONTROLLER CUT ® ® SEPTIC TANK STANDARD CIVIL LINEWORK LEGEND DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING BUILDING WITH PORCH OR STOOP 35 `� 35 — CONTOUR, CONTOUR WITH ELEVATION S S SANITARY SEWER UTIL FOUNDATION ONLY TREE LINE FM FM FORCE MAIN — PROFILE E/T CONCRETE CURB —,, �-� , , , �— CENTERLINE CREEK, SWALE OR DITCH FM FM � FORCE MAIN — PLAN E/T/C CONCRETE CURB & GUTTER WETLANDS LIMITS G G GAS MAIN OR SERVICE LINE PE CONCRETE WALK OR SLAB FLOODWAY—FLOODPLAIN w W WATER MAIN OR SERVICE LINE OR PAVEMENT R PROPERTY LINE E E ELECTRICAL LINE OR OR TE UNPAVED OR GRAVEL ROAD _LIE UE UNDERGROUND ELECTRICAL LINE 0R RAILROAD CENTERLINE T T TELEPHONE LINE GUARDRAIL BASELINE UT UT UNDERGROUND TELEPHONE LINE WIRE FENCE LIMITS OF WORK Fo FO FIBER OPTIC LINE CHAINLINK FENCE ► ► ► DIRECTION OF FLOW Fo_u FO—U UNDERGROUND FIBER OPTIC LINE WOODEN FENCE SD D mm=" STORM DRAIN AND ENDWALL o C CABLE LINE >___OR PROPOSED UTIL E/T E/T/C OR PE OR TE DESCRIPTION UTILITY CONDUIT ELECTRICAL\TELEPHONE LINES ELECTRICAL\TELEPHONE\CABLE LINES PERMANENT EASEMENT TEMPORARY EASEMENT ABANDON OR REMOVE PAVED DITCH DRIVEWAY CULVERT CULVERT WITH FLARED END SECT. adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m 4M�060 Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 'LH CA R ��.X,FESSI �7 '!7 ABBREVIATIONS AND LEGEND DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C100 E 0 N N 0 0 N 0 Q> E CL Q> 0 0 i i Li = 0 U r` N m IM 0 = w CD w i w m m m a 0 0 U r` N 01 ro w w = C Q> E 0 CL Q> 0 Q> L. Q> Q> 0 .a) J r\ N co M GENERAL CONSTRUCTION NOTES: 1. ALL FIELD AND CONSTRUCTION TESTING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR (MATERIAL COMPOSITION, COMPACTION, CONCRETE TESTING, ETC.). 2. ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL OF THE ENGINEER. 3. ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED SHALL BE PERFORMED BY THE CONTRACTOR AND THE COST OF SAME SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS RELATED ITEMS. 4. THE CONTRACTOR (AND ANY SUBCONTRACTORS) SHALL BE SOLEY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS ALSO THE SOLE RESPONSIBILITY OF THE CONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OR COUNTY AND NC ONE -CALL UNDERGROUND UTILITY NOTIFICATION CENTER (811 IN NC OR 800-632-4949) AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION. www.nc8ll.com 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 7. ANY PROPERTY CORNER PINS OR PERMANENT SURVEY MARKINGS DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A REGISTERED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 8. NO NON -RUBBER TIRE VEHICLE SHALL BE MOVED ON STREETS; EXCEPTIONS MAY BE GRANTED WHERE SHORT DISTANCES AND SPECIAL CIRCUMSTANCES ARE INVOLVED. GRANTING OF EXCEPTIONS MUST BE IN WRITING AND ANY RESULTING DAMAGE MUST BE REPAIRED TO THE SATISFACTION OF THE HIGHWAY DEPARTMENT OR DOT. 9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN THE VICINITY OF EXISTING TREES TO REMAIN, TAKING ALL MEASURES POSSIBLE TO PROTECT AND PRESERVE THEM. THE CONTRACTOR SHALL BE GOVERNED BY THE PROVISIONS OF HIS CONTRACT WITH THE OWNER. 10. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) WORK ZONE SAFETY MANUAL AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR CONSTRUCTION AND MAINTENANCE OPERATIONS. COPIES OF WHICH ARE AVAILABLE AT: www.NCDOT.gov/programs/workzonesafety 11. STEADY -BURNING, TYPE "C" LIGHTS SHALL BE REQUIRED ON ALL BARRICADES DRUMS AND SIMILAR TRAFFIC DEVICES IN USE AT NIGHT. CONES ARE NOT PERMITTED TO BE USED FOR NIGHT WORK. 12. ALL TRENCHES WITHIN RIGHT-OF-WAY SHALL BE BACKFILLED OR SECURELY PLATED DURING NON -WORKING HOURS. 13. ACCESS TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 14. ALL AREAS WITHIN THE PUBLIC RIGHT-OF-WAY THAT ARE DISTURBED BY THIS PROJECT SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 15. AT ALL UTILITY CROSSINGS WHERE THE EXISTING UTILITY IS EXPOSED IN THE TRENCH, THE BACKFILL SHALL CONSIST OF COMPACTED GRANULAR MATERIAL BETWEEN THE DEEPER AND SHALLOWER PIPE. 16. AT PROPOSED UTILITY OR SERVICE CROSSINGS WITHIN ROADWAY, BACKFILL SHALL BE COMPACTED GRANULAR MATERIAL THE FULL DEPTH OF TRENCH IN ACCORDANCE WITH STANDARD DETAIL AND SPECIFICATIONS. COST IS TO BE INCLUDED IN THE PRICE BID FOR RELATED PIPE. 17. WHERE NECESSARY TO DISTURB PAVEMENTS OR DRIVES, THE PAVEMENT SHALL BE SAW CUT IN NEAT, STRAIGHT LINES. THE DEPTH OF SAW CUT SHALL BE AT LEAST 2 INCHES. 18. THE OWNER OR ENGINEER WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR CONSEQUENCES OF CONSTRUCTION. THE OWNER OR ENGINEER WILL NOT BE RESPONSIBLE FOR SAFETY ON THE JOB SITE, OR FOR FAILURE BY THE CONTRACTOR TO PERFORM WORK ACCORDING TO CONTRACT DOCUMENTS. 19. THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO OWNERS PROPERTY OR PUBLIC RIGHT-OF-WAY AREA DEFINED AND PERMITTED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS. 20. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAT EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATER COURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE GRADES AND CROSS SECTIONS THAT EXISTED BEFORE CONSTRUCTION UNLESS OTHERWISE INDICATD ON THE PLANS. 21. ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE OWNER AND ENGINEER. THE COST OF SUCH WORK SHALL BE PAID FOR BY THE CONTRACTOR. 22. ENCROACHMENT AGREEMENTS OR PERMITS TO CONSTRUCT IN THE RIGHT-OF-WAY FOR EXISTING STREETS MUST BE OBTAINED FROM THE DOT BEFORE COMMENCING CONSTRUCTION. WHEN OPEN -CUTTING OF EXISTING PAVEMENT IS REQUIRED, CONTROLLED DENSITY BACKFILL (OR FLOWABLE FILL) MAY BE USED, IF PERMITTED, IN PLACE OF COMPACTED GRANULAR BACKFILL. ASPHALT SURFACES SHALL BE HEAT WELDED. 23. WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. 24. BEFORE RELOCATING ANY MAILBOXES, THE CONTRACTOR SHALL CONTACT THE U.S. POSTAL SERVICE AND RELOCATE MAILBOXES ACCORDING TO THE REQUIREMENTS OF THE POSTAL SERVICE. 25. ALL BENCHMARKS ARE BASED ON NORTH AMERICAN DATUM (NAD83). 26. CONTRACTOR AND OWNER SHALL ENSURE FIRE DEPARTMENT ACCESS AND WATER SUPPLY TO THE TEMPORARY AND PERMANENT FACILITIES AT ALL TIMES DURING CONSTRUCTION. GENERAL GRADING AND DRAINAGE NOTES: 1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT AFFECTING THE UNIT BID OR LUMP SUM PRICE FOR UNCLASSIFIED EXCAVATION. 2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA NOT CLEARED AND GRUBBED. 4. 4.1. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE INSTALLED AND FUNCTIONING PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER. 4.2. CONTRACTOR TO PROVIDE EPSC MEASURES IN 2 PHASES AS SHOWN PER PLANS. 5. DISPOSABLE MATERIAL: A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE. C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. D.ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BURNING. AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF WAITING FOR A "BURNING DAY'. 6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. 8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS. 9. WHERE SPECIFIED, STORM DRAIN PIPE INDICATED TO BE CORRUGATED METAL PIPE (CMP) SHALL CONFORM TO AASHTO M-36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE 12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3 FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT BE USED. 10. WHERE SPECIFIED, STORM DRAIN PIPE INDICATED TO BE HIGH DENSITY POLYETHELENE (HDPE) SHALL CONFORM TO AASHTO M252 & M294 AND AASHTO F2306, WITH DOUBLE WALL SMOOTH INTERIOR, AND WATER TIGHT JOINTS CONFORMING TO ASTM D3212. PIPE SHALL BE BACKFILLED PER MANUFACTURERS RECOMMENDATION BASED ON TYPE, DIAMETER AND BURIAL DEPTH. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE "HANCOR BLUE SEAL" OR APPROVED EQUAL. i K11ilryl:7:«toI:I&TnT.UWi�;gW/:111100*". 9iIZ&12:I�1[iI:T 3f.w".1Ti09i120CIIII1IT263 12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3. CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840.31. 13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS., U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A OR EQUAL. FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM. 14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION 82 . MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834. 15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE. 16. PRECAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS. GENERAL EROSION CONTROL - NOTES: 1. THE PURPOSE OF THIS EROSION CONTROL PLAN IS TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE WORK AREA DURING CONSTRUCTION. THEREFORE, NCDEQ, THE COUNTY, THE ENGINEER, OR THE OWNER MAY REQUIRE CHANGES BE MADE TO THIS PLAN AT ANY TIME. 2. PRE -CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE DESTROYED, REMOVED OR DISTURBED MORE THAN 7 DAYS PRIOR TO BEGINNING MAJOR GRADING OPERATIONS. 3. CLEARING AND GRUBBING SHALL BE HELD TO THE MINIMUM NECESSARY FOR GRADING AND EQUIPMENT OPERATION. WHERE POSSIBLE LEAVE ALL EXISTING VEGETATION TALL UNTIL CONSTRUCTION IS COMPLETE. 4. CONTRACTOR SHALL SEQUENCE CONSTRUCTION ACTIVITIES TO MINIMIZE THE EXPOSURE TIME OF DISTURBED AREAS. 5. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE, FUNCTIONAL AND INSPECTED BEFORE GRADING OPERATIONS BEGIN, AND MUST BE MAINTAINED SO AS TO REMAIN FUNCTIONAL THROUGHOUT THE CONSTRUCTION PERIOD. TEMPORARY MEASURES THAT COULD IMPEDE THE DAYS WORK MAY BE REMOVED AT THE BEGINNING OF THE WORKDAY, BUT MUST BE REPLACED AT THE END OF THE WORKDAY. 6. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON OR NEAR THE SITE: A. THE DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE. B. THE DATES WHEN STABILIZATION MEASURES ARE INITIATED. C.INSPECTION AND RAINFALL RECORDS. 7. CONTRACTOR SHALL MAINTAIN A RAIN GAUGE ON SITE AND RECORD DAILY RAINFALLS, OR USE A REFERENCE SITE FOR A RECORD OF DAILY PRECIPITATION AMOUNTS. INSPECTION: 1. THE CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL WHO HAVE SUCCESSFULLY COMPLETED THE "EROSION & SEDIMENT CONTROL / STORMWATER INSPECTOR" COURSE OR AN EQUIVALENT TRAINING, THAT PROVIDES A WORKING KNOWLEDGE OF STANDARD PRACTICES TO PERFORM ALL INSPECTIONS OF SEDIMENT AND EROSION CONTROLS. 2. INSPECTIONS SHALL BE PERFORMED AT LEAST ONCE A WEEK SEPARATED BY AT LEAST 72 HOURS. PORTIONS OF THE WORK AREA THAT HAVE BEEN TEMPORARILY STABILIZED OR RUNOFF IS UNLIKELY DUE TO FREEZING INSPECTIONS ONLY HAVE TO BE CONDUCTED ONCE PER MONTH UNTIL THAWING RESULTS IN RUNOFF OR CONSTRUCTION ACTIVITY RESUMES. 3. INSPECTION REQUIREMENTS DO NOT APPLY TO DEFINABLE AREAS THAT HAVE BEEN PREVIOUSLY STABILIZED. 4. INSPECTIONS SHALL INCLUDE BUT SHALL NOT NECESSARILY BE LIMITED TO: A. ALL DISTURBED AREAS THAT HAVE NOT BEEN PERMANENTLY STABILIZED. B. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. C. ALL ESTABLISHED STRUCTURAL CONTROL MEASURES. D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE WORK AREA. E. EACH OUTFALL POINT WHERE RUNOFF LEAVES THE SITE OR ENTERS WATERS OF THE STATE. 1. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. 2. STRUCTURAL CONTROL MEASURES SHALL BE INSPECTED FOR DAMAGE AND ADEQUATE CAPACITY. 3. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE WORK AREA SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING AND ANY OTHER MATERIAL LEAVING THE WORK AREA. 4. OUTFALL POINTS SHALL BE INSPECTED TO DETERMINE WHETHER EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACT TO RECEIVING WATERS. WHERE DISCHARGE LOCATIONS ARE INACCESSIBLE, NEARBY DOWNSTREAM LOCATIONS SHALL BE INSPECTED. 5. ALL REQUIRED WEEKLY MUST BE DOCUMENTED AND INCLUDE: A. THE SCOPE OF THE INSPECTION. B. NAME AND TITLE OF THE PERSONNEL MAKING THE INSPECTION. C. THE DATE OF THE INSPECTION. D. LOCATIONS OF ANY DISCHARGES OF SEDIMENT/POLLUTANTS FROM THE SITE. E. ANY CONTROL DEVICE THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE. F. ANY MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE SWPPP G. ACTIONS TAKEN TO CORRECT ANY FAILURES OR INADEQUACIES. 6. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDEQ AND THE NPDES CONSTRUCTION STORMWATER PERMIT. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY INSPECTION REPORTS. SELF -INSPECTIONS ARE TO BE CONDUCTED AFTER EACH PHASE OF THE PROJECT FOR THE RECORD OF THE INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL MEASURES. SELF -INSPECTION REPORT FORMS ARE AVAILABLE AT THE NCDEQ WEBSITE. 7. INSPECTION DOCUMENTATION SHALL BE MAINTAINED ON SITE AND MADE AVAILABLE TO NCDEQ OR THE COUNTY WITHIN 10 DAYS OF ANY REQUEST. STABILIZATION PRACTICES: 1. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE IN PORTIONS OF THE WORK AREA WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. 2. TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE COMPLETED NOT LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE WORK AREA HAS TEMPORARILY OR PERMANENTLY CEASED. 3. PERMANENT STABILIZATION WITH PERENNIAL VEGETATION OR OTHER PERMANENTLY STABLE, NON -ERODING SURFACE SHALL REPLACE ANY TEMPORARY MEASURES AS SOON AS PRACTICABLE. MAINTENANCE: 1. SEDIMENT SHALL BE REMOVED FROM SILT FENCES, CHECK DAMS, AND OTHER SEDIMENT CONTROLS AS NECESSARY, AND MUST BE REMOVED WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50%. 2. DURING SEDIMENT REMOVAL, THE CONTRACTOR SHALL TAKE CARE TO ENSURE THAT THE STRUCTURAL COMPONENTS OF THE EROSION CONTROL STRUCTURES ARE NOT DAMAGED AND THUS MADE INEFFECTIVE. IF DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REPAIR THE STRUCTURES AT THE CONTRACTOR'S OWN EXPENSE. 3. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES SHALL BE PLACED AT AN UPSITE LOCATION WITHIN THE PERMITTED LIMITS. IT SHALL BE TREATED IN A MANNER SO THAT THE AREA AROUND THE DISPOSAL SITE WILL NOT BE CONTAMINATED OR DAMAGED BY SEDIMENT. 4. IF SEDIMENT ESCAPES THE CONSTRUCTION AREA, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED PRIOR TO COMPLETION OF THE DAYS WORK ORDER TO MINIMIZE OFF -SITE IMPACTS (I.E. BEFORE ENTERING A STREAM). 5. MAINTAIN ALL MATTING THAT HAS BEEN PLACED ON SLOPES AND IN DITCHES. CHECK FOR GOOD GROUND CONTACT AND FOR THE OCCURRENCE OF ANY EROSION UNDER THE MATTING. MONITOR AND REPAIR OR REPLACE AS NECESSARY. 6. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PICKED UP PRIOR TO ANTICIPATED STORM EVENTS OR BEFORE BEING CARRIED OUT OF THE WORK AREA BY WIND. 7. ONCE UPSTREAM AREAS HAVE BEEN STABILIZED EROSION PREVENTION AND SEDIMENT CONTROLS SHALL BE REMOVED AND THE AREA WHERE THEY WERE CONSTRUCTED SHALL BE TOPSOILED, SEEDED, AND MULCHED. SEQUENCE OF CONSTRUCTION: 1. ATTEND PRE CONSTRUCTION MEETING IF REQUIRED WITH PROJECT REPRESENTATIVES. 2. THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE AS SHOWN ON THE PLAN. 3. THE CONTRACTOR SHALL REMOVE ANY SEDIMENT IN THE ROADWAY IMMEDIATELY IF TRACKED OUT BY CONSTRUCTION VEHICLES. 4. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: 5. ALL PERIMETER SLOPES STEEPER THAN 3:1 SHALL REQUIRE TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. 6. ANY DENUDED AREA TO REMAIN DORMANT AND UNDISTURBED SHALL REQUIRE TEMPORARY STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. 7. CONTRACTOR SHALL MONITOR AND MAINTAIN INSTALLED MEASURES WEEKLY AND WITHIN 24 HOURS AFTER A RAIN EVENT. 8. ALL DEVICES SHALL BE CLEANED AND RESTORED WHEN SEDIMENT REACHES 50% OF THE HEIGHT/VOLUME OF INSTALLED DEVICE. 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY AND NCDEQ. 10. ALL ACCUMULATED SEDIMENT SHALL BE DISPOSED OF ONSITE PROPERLY. 11. MAINTENANCE -OF EROSION CONTROL DEVICES IS THE RESPONSIBILITY OF THE CONTRACTOR. AFTER EACH RAIN STORM THE DEVICES SHALL BE INSPECTED FOR DAMAGE AND Q 12. COMPLETE STABILIZATION OF ALL DISTURBED AREAS CONSISTS OF VIGOROUS, DENSE VEGETATIVE COVER. ONCE ACHIEVED AND APPROVED BY THE ENGINEER, REMOVE THE TEMPORARY EROSION CONTROL MEASURES AND REPAIR ANY DAMAGE TO THE VEGETATION THAT RESULTS FROM THE REMOVAL OF THE THESE DEVICES. CONTACT NCDEQ ENVIRONMENTAL SPECIALIST FOR AN INSPECTION PRIOR TO REMOVING ANY EROSION CONTROL MEASURES. TEMPORARY SEEDING: ALL DENUDED AREAS WHICH ARE NOT GRADED TO FINAL GRADE AND SHALL REMAIN DORMANT FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED BY MANUAL OR HYDROSEEDING METHODS. APPLY LIME INTO TOP 4-6 INCHES OF SOIL UNIFORMLY AT A RATE OF 1 TO 1 1 /2 TONS/ACRE. FERTILIZE TOP 4-6 INCHES OF SOIL WITH 10-10-10 GRADE FERTILIZER AT 700-1000 LB/ACRE. PERMANENT SEEDING: STABILIZE ALL DENUDED AREAS AT FINAL GRADE WITHIN 7 CALENDAR DAYS. APPLY LIME AND FERTILIZER INTO TOP 4-6 INCHES OF SOIL UNIFORMLY AT A RATE OF 4000 LB/ACRE LIME AND 1000 LB/ACRE 5-10-10 GRADE FERTILIZER. MULCH WITH STRAW AT 4000 LB/ACRE. ANCHOR AS REQUIRED. REFERTILIZE AS REQUIRED UNTIL GRASS IS WELL ESTABLISHED. RESEED, FERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF f4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE ENGINEER. GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A TOLLED EROSION CONTROL PRODUCT IF COMPLETED OUTSIDE THE OPTIMUM GERMINATION SEASONS WHEN UNFAVORABLE CONDITIONS PREVENT THE ESTABLISHMENT OF VEGETATIVE GROUND COVER. GENERAL UTILITY NOTES: 1. THE LOCATION OF EXISTING UTILITIES, INCLUDING UNDERGROUND UTILITIES, IS INDICATED ON THE DRAWINGS INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME OF THE PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT SUCH UTILITIES ARE IN THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST, OR THAT OTHER UTILITIES ARE NOT WITHIN THE AREA OF OPERATIONS. THE CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXISTENCE AND LOCATIONS OF SUCH UTILITIES. THE CONTRACTOR SHALL PAY FOR ANY DAMAGE TO AND FOR ANY MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. 2. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO COMMENCEMENT OF WORK. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS AND LICENSES NECESSARY TO ACCOMPLISH WORK. 4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE AND LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER. 5. THE ENGINEER WILL PERFORM A PRECONSTRUCTION CONFERENCE WITH THE UTILITY CONTRACTOR AND THE PUBLIC UTILITES DEPARTMENT - MIN. 48 HOURS PRIOR TO STARTING ANY UTILITY CONSTRUCTION. 6. CONTRACTOR TO CONTACT THE UTILITY PRIOR TO EXTENDING WATER SERVICE LINES AND TO COORDINATE THE CONNECTION TO THE WATER METER. SITE CONTRACTOR TO EXTEND WATER LINE FROM METER TO BUILDING. 7. THE CONTRACTOR SHALL RE -SET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTILITY ACCESS COVERS TO FINISHED PAVEMENT SURFACE, FINISHED GRADES OR SIDEWALK GRADE. 8. SEWER CLEAN -OUTS TO BE PROVIDED AT ALL BENDS ON 6" 0 OR LESS LINES. CLEAN -OUTS SHALL BE PROVIDED AT LEAST EVERY 100' ON 4" O AND 6" O LINES. SEWER LATERALS TO BE PLACED AT A MIN. SLOPE OF 1 /4" PER FOOT ON 4" O LINES AND 1 /8" PER FOOT ON 6" O LINES (MINIMUM) FROM POINT OF CONNECTION TO BUILDING. CONTRACTOR TO CONFIRM INVERT OF EXISTING MAIN OR LATERAL PRIOR TO INSTALLATION OF LATERAL. 9. CLEAN -OUTS IN PAVEMENT OR SIDEWALK SHALL BE SET IN 6" DIAMETER CAST IRON VALVE BOX WITH TOP SET FLUSH WITH FINISHED PAVED GRADE. 10. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UTILITY SERVICE CONNECTIONS. 11. A MINIMUM COVER OF THREE (3) FEET IS REQUIRED OVER PROPOSED WATER AND SEWER LINES. 12. WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAT 18" CLEARANCE, OR WHEN THE SEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN AND SEWER LINE SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MIN. LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10' EACH SIDE OF THE CROSSING WITH FULL SECTIONS CENTERED AT THE POINT OF CROSSING. 13. SANITARY SEWER LATERALS SHALL BE SCHEDULE 40 POLYVINYL CHLORIDE, SDR 35, OR DUCTILE IRON PIPE, AT THE CONTRACTOR'S OPTION, UNLESS SPECIFIED OR INDICATED OTHERWISE. 14. WATER SERVICE PIPES SHALL BE AWWA C800 COPPER TUBING, TYPE "K" OR TYPE 1", SUITABLE FOR 125 PSI WORKING PRESSURE. 15. ALL DOMESTIC WATER AND FIRE LINE FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT FITTINGS. 16. FIRE SERVICE PIPES SHALL BE AWWA C900 PVC OR DUCTILE IRON IF REQUIRED BY UTILITY. 17. ALL WATER MAINS, FIRE HYDRANTS, AND THEIR APPURTENANCES SHALL BE INSTALLED TO MEET THE SPECIFICATIONS OF THE UTILITY AND NFPA STD. #24. FIRE HYDRANTS SHALL BE PAINTED STANDARD RED. ALL CONSTRUCTION ON EXISTING WATER LINES AND INSTALLATION OF FIRE HYDRANT SHALL BE PERFORMED BY THE UTILITY OR A NC LICENSED UTILITY CONTRACTOR APPROVED BY THE UTILITY. 18. CONTACT THE FIRE PREVENTION BUREAU FOR REQUIREMENTS FOR FLUSHING OF SPRINKLER RUN-INS PRIOR TO SPRINKLER RISER CONNECTION. A FLUSHING OF ALL SPRINKLER RUN-INS SHALL BE WITNESSED BY A FIRE OFFICIAL. 19. ALL UTILITY CONTRACTORS CONSTRUCTING FIRE SERVICE MAINS FOR CONNECTION TO FIRE SPRINKLER SYSTEMS MUST TERMINATE THOSE LINES AT A FLANGE, CAP, PLUG OR VALVE INSIDE THE BLDG. ONE FOOT ABOVE FINISHED FLOOR ELEV. 20. PER NC FIRE CODE, SECTION 510, FIRE PROTECTION EQUIPMENT ROOMS CONTAINING CONTROLS FOR HVAC, SPRINKLER RISERS, OTHER FIRE DETECTION CONTROL ELEMENTS SHALL BE IDENTIFIED AN APPROVED SIGN SHALL BE POSTED INDICATING THE LOCATION OF THE FIRE DEPT. CONNECTION (FDC). SIGN SHALL COMPLY WITH LOCAL FIRE MARSHALL REQUIREMENTS. 21. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES, AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED. 22. THE BUILDING OR STRUCTURE SHALL NOT BE OCCUPIED PRIOR TO THE CODE OFFICIAL ISSUING THE PERMIT THAT INDICATED APPLICABLE PROVISIONS OF THE NC FIRE PROTECTION CODE HAS BEEN MET. 23. INSTALLATION OF THE DOUBLE CHECK VALVE ASSEMBLY SHALL NOT BEGIN UNTIL THE FIRE PROTECTION CONTRACTOR HAS PROVIDED A COMPLETE DESIGN OF THE SYSTEM. 24. SANITARY SEWER LATERALS AND STORM DRAIN ROOF LEADERS ARE SHOWN SCHEMATICALLY AND SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE CODES. 25. INSTALL PROPOSED OVERHEAD TELEPHONE AND ELECTRIC SERVICE, COORDINATE WITH RESPECTIVE UTILITY COMPANY AND SITE ELECTRIC PLAN. SECONDARY WIRE AND WEATHERHEAD MAST AT POLE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. 26. MAINTAIN MIN. 18" VERTICAL CLEARANCE BETWEEN CROSSING SANITARY AND WATER UTILITIES, PROVIDE A MIN. 12" VERTICAL CLEARANCE BETWEEN ALL OTHER UTILITY CROSSINGS. 27. CONTRACTOR SHALL PROVIDE CONCRETE SPLASH BLOCK IF DOWNSPOUT DRAINS TO GRADE. 28. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE VEHICLE ACCESS FOR FIRE FIGHTING PURPOSES AND A WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED. PROTECTION SHALL BE MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION. SEE 06 NORTH CAROLINA BUILDING CODE CHAPTER 33 (SAFEGUARDS DURING CONSTRUCTION) AND SECTIONS 06 NORTH CAROLINA FIRE PROTECTION CODE CHAPTER 14 (FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION) THAT WOULD BE APPLICABLE FOR THIS PROJECT. SITE ELECTRICAL AND SITE SPECIFIC LIGHTING NOTES: 1. CONTRACTOR SHALL CONSULT WITH THE ELECTRICAL UTILITY TO DETERMINE SIZE AND EXACT LOCATION OF ELECTRICAL COMPONENTS. 2. UNDERGROUND ELECTRICAL SERVICE IS PREFERRED FOR COMMERCIAL SITE DEVELOPMENTS. TRANSFORMER PAD DESIGN SHALL BE PROVIDED BY THE ELECTRICAL UTILITY PROVIDER AND SHALL BE BOLLARD PROTECTED WHEN LOCATED IN A HAZARDOUS OR TRAFFICKED AREA. 3. ALL SITE LIGHTING SHALL BE DESIGNED (BY OTHERS) AND, UNLESS OTHERWISE SPECIFICIED BY LOCAL CODES, PROVIDE A MINIMUM OF TWO FOOT-CANDLES AT THE PARKING LOT AREAS, BUILDING ENTRANCES DUMPSTER AREA AND TRUCK DELIVERY AREA. THE OUTER PERIMETER OF THE BUILDING SHALL BE LIGHTED FOR SECURITY. SITE LIGHTING SHALL BE INSTALLED ALONG THE WALLS OF THE BUILDING AND POLE MOUNTED AT THE PERIMETER OF THE PARKING LOT. UNDERGROUND ELECTRICAL SHALL BE PROVIDED TO THE SITE LIGHT POLES. 4. STANDARD POLE MOUNTED LIGHTING: 25' HEIGHT POLES WITH 1,000 WATT METAL HALIDE HEADS. 5. STANDARD WALL MOUNTED LIGHTING: 400 WATT METAL HALIDE WALL PACKS. 6. STANDARD BI-DIRECTIONAL SECURITY BULLHORN LIGHTING: 400 WATT METAL HALIDE FLOOD LIGHT WITH CUT-OFF SHADES. 7. LIGHTED PYLON SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO LOCATION OF THE PYLON SIGN BASE. BURY CONDUIT TO PYLON. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10 2 WIRE WITH GROUND AND A 20-AMP 2-POLE BREAKER AT THE PANEL. A TEMPORARY 3' TALL WIRING STAKE SHALL BE PROVIDED AT THE PYLON SIGN LOCATION UNTIL THE SIGN IS PERMANENTLY INSTALLED. 8. LIGHTED BUILDING SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO THE CENTER OF THE SIGN CANOPY. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP 2-POLE BREAKER AT THE PANEL. BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO SUPPORT THE SIGN WEIGHT. 9. THE FINAL PYLON SIGN CONNECTION AND UNDERGROUND CONDUIT SHALL BE INSTALLED AND ESTABLISHED BY CONTRACTOR PRIOR TO OCCUPANCY. SEPTIC SYSTEM INSTALLATION NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE SEPTIC SYSTEM CONSISTING OF A SEPTIC TANK AND SUBSURFACE ABSORPTION DRIP FIELD IN ACCORDANCE WITH LOCATION PLAN SHOWN ON CIVIL PLANS. 2. THE SYSTEM SHALL BE CONSTRUCTED IN INSITU MATERIAL AND/OR AMENDED SOIL MEDIA LOCATED IN AN APPROVED DRAIN FIELD LOCATION SHOWN ON THE PLANS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH COUNTY ENVIRONMENTAL HEALTH SERVICES. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO FURNISH AND INSTALL A COMPLETE SEPTIC SYSTEM CONSISTING OF A SEPTIC TANK AND SUBSURFACE ABSORPTION DRIP FIELD IN ACCORDANCE WITH NORTH CAROLINA STATE LAW AND SEPTAGE REGULATIONS. 4. THE SYSTEM SHALL BE CONSTRUCTED IN INSITU MATERIAL AND/OR AMENDED SOIL MEDIA AS DIRECTED BY EHS AND LOCATED IN THE APPROVED DRAIN FIELD LOCATION SHOWN ON THE PLANS. SYSTEM MANAGEMENT SHALL BE IN ACCORDANCE WITH 15A NCAC 13B .0830 - .0846 REGULATIONS TO GOVERN SUBSURFACE SEWAGE DISPOSAL SYSTEMS. 5. CONTRACTOR SHALL SECURE COUNTY EHS APPROVAL BY PERMIT APPLICATION OR REAPPLICATION OF A SEPTIC SYSTEM CONSTRUCTION PERMIT AND COORDINATE ALL NECESSARY INSPECTIONS UP TO FINAL STATE APPROVAL OF THE SYSTEM AND COUNTY ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 6. ALL MATERIALS FURNISHED, ASSEMBLED, FABRICATED OR INSTALLED SHALL BE NEW, CORROSION RESISTANT AND IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. SEPTIC TANK SHALL BE FABRICATED TO THE DIMENSIONS AND CAPACITY REQUIRED BY THE PERMIT. THE SEPTIC TANK SHALL INCLUDE INLET AND OUTLET BAFFLES, SANITARY TEES, OR OTHER DEVICES TO PREVENT PASSAGE OF FLOATING SOLIDS AND MINIMIZE DISTURBANCE OF SETTLED SLUDGE AND FLOATING SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. BAFFLES SHALL BE CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO CORROSION, DECAY OR CRACKING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPEC. 7. THE SEPTIC TANK SHALL CONFORM TO ALL DESIGN, CONSTRUCTION AND INSTALLATION CRITERIA SET FORTH IN NORTH CAROLINA STATE REQUIREMENTS. ALL PIPE AND FITTING MATERIALS SHALL BE PVC AND HAVE A MINIMUM EQUIVALENT STRENGTH OF SCHEDULE 40. ALL FITTINGS SHALL BE PRESSURE FITTINGS. ALL CONNECTIONS SHALL BE ADEQUATELY CLEANED WITH CLEANING SOLVENT AND GLUED WITH PVC SOLVENT CEMENT. 8. ALL ELECTRICAL INSTALLATIONS SHALL BE INSTALLED TO MEET THE CURRENT WIRING METHODS OF THE CURRENT EDITION OF THE "NATIONAL ELECTRIC CODE" (NEC) ADOPTED BY THE STATE FIRE MARSHALL'S OFFICE. DEMOLITION NOTES: 1. CONTRACTOR SHALL CONTACT THE NC ONE -CALL CENTER INC. TEL.# 1-800-632-4949 FOR LOCATION OF ALL UTILITIES AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2. THE LOCATION OF EXISTING UTILITIES, INCLUDING UNDERGROUND UTILITIES, IS INDICATED ON THE DRAWINGS INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME OF THE PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT SUCH UTILITIES ARE IN THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST, OR THAT OTHER UTILITIES ARE NOT WITHIN THE AREA OF OPERATIONS. 3. ALL UTILITIES HAVE BEEN SHOWN AS REPRESENTED ON PUBLICLY AVAILABLE RECORDS AND AS IDENTIFIED IN THE FIELD. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. PROTECT ALL UTILITIES AND STRUCTURES THAT WILL REMAIN IN SERVICE FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES REQUIRED BY NCDOT WHEN WORKING IN THE RIGHT-OF-WAY. ANY TEMPORARY STREET/LANE/SIDEWALK CLOSURE(S) SHALL FOLLOW ALL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) REQUIREMENTS FOR WORK ZONE TRAFFIC CONTROL. 5. THIS DEMOLITION PLAN COVERS THE DEMOLITION OF EXISTING BUILDINGS ON SITE INCLUDING THE BUILDING FOUNDATION PIERS. ALL BUILDING MATERIALS RESULTING FROM THE DEMOLITION SHALL BE DISPOSED OF IN A LOCATION OFF -SITE THAT HAS BEEN APPROVED TO RECEIVE SUCH MATERIAL BY LOCAL AND STATE AGENCIES. adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1 920 www. adwarch itects. co m ZVMattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 ,\N CARP :1�z•oFEss . ** ..F Nq , Q AL ��� ?N`',',4/ t...• �1&�. ."'I�11I % NOTES DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: 1 09-04-2019 SEQUENCE OF CONSTRUCTION NOTE THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C101 M ft I I ry 011 n Vff ME M . LEGEND I - :. IRON PIN SET .i 5/8- REBAR W/CAP I %.., . , I 0 POINT NOT SET 11 I - I . c1cp U11UTY POLE .1 .. R-O.W, RIGHT OF WAY I .� . , '..; C.M�P� CORRUGATED METAL PIPE . I I. C.P�P, CORRUGATED PLASM PIPE _4 �. I MAGNS MAG-NAIL SET I ., , 11 ? OTP OPEN TOP PIPE 11 SO, F11 SQUARE FEET I -1 -. '3 . ACF , SUBJECT PROPERTY LINE .� ; - __ - - TIE LINE ONLY . .- - - - ADJOINER PROPERTY LINE . . . --------- MAROtN OF EXISTING DRIVE EASEMENT . . _x_ X-x- FENCE I ­­­­­ ....... POWER LINE WEST CAROUNA HOMES, INC. . DEED BOOK 4079 PAGE 1002 LOT 3 _____r PLAT BOOK 56 PAGE 84 EXISTING \ GERALD L SURRETT HEIRS .9701-25-3-383 -.,-. -.,. 112 " REBA R sHERj G. ws \ CVS / 1052 . . AND HUSBAND DEED BOOK 2689 PAGE 326 os � LITTLE GAWAJN DAWS, JR ,-. DEED BOOK 1428 PACE 206 \ TRACT TWO �k , ON LOT 4 970-15-6515 e& .i .. 1po _,1 L14 . I i-A- P1 T BOOK 56 PAGE 84 EXIST7NG . W�'CAPEBAP. /�"EXiSTING fo � .�6 .-0-­ ,,A 1 I 1. " VZO :tp� 9701-25-316i BUNCOMBE COUNTY ",2: ; ... .... I., L .� ­ .... .1./ . . . REBAR .1 ,� . A \ 1�, ­.. 0,11 ... . . . 4 1 .0., . I '; .- - _. LIBRARY . I ; � � 0 . . . i, i­kwli �. .1 ., .. ... j i. I .1. . .1 . - , - _� _ ? � i.: ; . i .. i-A. I � - .- TIE LINE I �r f I � . ; " ) �, ... � <1% ___ - .., / , , , ,� " ____ . e )I -� I I .0� , , 1 , \ Z --- .1 ... SO4'48'51"W - I ,I '11 I ,.1. � ____ ... i 111, , , ; , , �� ... ; � I , , i I � �.�, "_1 1. x . ___ ... 50.00, . )�'i , I � ! , � .. ,__ .1 1, __� '.. .- .. , . , 11 '. __� ., EXISTING / / , I , i - - ,� ,..,- 1-1 -,-- ,� �_� ... . . ., ., I 1 ! ! � 'I., ____ , , I __1 EXISTING � 2 1 �., \ -) 1, )'! I, I. i!�; ol ! ` � I � � ........ . . '1-- -.,_ " �'. ... . .. \ I __� ­_ �� .- . ... 2 " IP I ij, , I I I N� I � ; 1 � , \ � "..-, - r6IG .. :. -1 __� '_­11 _DIS TURqtD / it .. . I I _. --- I 0, A, i 11 \ -, 1­ �­­ ­. ,8AR WEST CAROLINA HOMES, INC. �1. I ,.-. .. �1; -­ ARK, 1U 4/ �! PE . �1_ I P A,LT P . . I I , li,l,/ / o"'I .1 ,I 1 , " I t � -.,., -, 0 �k_ __ -_ _.. CH I - I �_ _... 510" RjEBAR " � .:, - _���, Y .. -10 / P IfAG WITH CAP ; f, F � 1__` 12 , .1 EXISTING A 4 ,,,O EXISRNG '�' ,tW �Y 518" RE13AR '�� .N,5D,/ , 53, �p C3 .;/ I lip. P/ . DEED BOOK 4079 PAGE 1002 ,� -3. ­ _­­_ ­­­ 01% .. I . ./ /I// , ); (V � / " / " � ') � i - ... .... I , I - I L'. .. � - .7 ... .�3 / I :_ t ;-.- 1. . ,.,., ­;,:,�. .� .. I '__1 I i . -` - ­�' 00,LINE ,� 1� � . ... . I �_� �1� , .11 4 � i " , i , , �, __...... , -, ". ,­-, 1. I I 1, ___� ..,. . :,i � ,:,-,: , �� )" � I , I � LOT 5 1 - . . , .�,� -.1, � , 10 I . I 9 ? . % I .1 I \ . 1.� I ___ ____� . .. .. . - . . , . .. I I -..,:. I .1 - ­ . • . . - .1 " . _.. '� 11 ... , L -_?�j '�-, / �,,, 1/ I i J, I __ _. _. - \ I I . ;___ - //P w ;,"K /- I I It 1 1� e / 12 . ._�� -.,-,.,. .... PLAT 19COK 56 PAGE B4 % �. 11 ., I / _.. , . :, z . 970 . k .1. I %_ �1. I .; �, / -- . -. . - 4� i i . , ( .1 I I I I I � ; , i I 55_1111� I -11-11-11 . I.. -.---. 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NOTES: - --, I" ."...'.. ,.-,. _­_ r'...."..,","'I/ "I. ......, , , ;�< IN DEED BOOK 484-8 PAGE 1227 . I " I I �/ .1z) I. AREAS SHOWN ARE SUBJECT TO EASEMENTS OF RECORD. ,... /�� ,/�./ , /" ./,­.- I _...11 . "'.1,,,4, ,�,.,' "I. I" _` ,/ .� BEING THE PROPERTY DESCRIBED ,, - /­ -,1�- I/ I- - . I _ _'.1 .. "�'. , .. .1. : .- a 1��­_ ­ ".. ­.., I.,-" / /. / / - � e I . ,_ ,x� , ) ­­ .1 *2. AREA DETERMINED BY COORDINATE MCTHOD. '*P,"' ' AND PLABOOK8 PAGE 113 ­­ " , .,.�'/ ,, �,/ ,N /,,, " -,, 1," I ,� , , 11rz� '.- . A\ '. , .. '... .- �. ., . " , -Y UNDER RIGHTS OF WAY AND �-xx______�_11 .,�r 'r. '. / /;, 11 , ..-, PIN # 9 -24-3454 ., _­. ,_� e , - - , 3. AREAS INCLUDE ANY AND ALL PORTIONS OF PROPERT/ Qf'- "" . ." / , / .,, 701 . _', _ , �. ". I '. ,j � � - "1�. 1� GEORGE W OR EASEMENTS EITHER ACQUIRED OR CLAIMED.. '�, --, - , 1,� ,.Z` .11 I - I ." I 1/ /' 4 / , , " ', " " .-.-.-. _.," , ��'.."�.., -,-. . `. `11. I., ­..-�, I � -1 I .1 X t� - SHELTON� -, I� I � ., ­... 1"\_ ---------,, ',, -1 ­ / '. / 1, f , , ,, - `­ , � . ,,,%,, _� �, , //I / . . . ,, "� , .- , / .11 ."- - . . AND WIFE 4. ALL CORNERS ARE AS NOTED. , . � .,.. _ I �, , �'. "! .iJ,,-' , ,/ PATRICIA LYNN '..." , �_._ -,<L--�<......-,,,,.�..... . , I .. ..... ."..".., '. , : -,"_.e� I , - � �., - , _� , ,'., ""_., ",,,," J �� T . ./ ,,/ � ," ... _ _,.,�, , -, �. 1. �I �. E SHELTON- ., - : - '. . ,.1 ,., __ '. , � . _ .. '.1 111. . I / / ? , , , -, �� .... .. : , _. � - 5. PARCEL LID. NUMBERS: AS SHOWN *,P". ,,. I I / , '. I '. _., 41 DEED BOOK 4295 PAGE 1094 .1' I x i " , ,2 .. '.. - . . I '., ..II.. .1., / . . .., , I _ , _', � .. ,.-:.I , , ;' , , .. . , , ,., �, 1�-_ _, . " ..4- -// /. . I , " ;.. , 1. - , . '.... ...... , , ...� '.. ', . PLAT BOOK 121 PAGE 40,�1 I , r �, aREENT KENDALL -�' �"I , , , � - -10,000. . ,_� �1� '. �.1 �/' , � i , /. �. 1. .1,-,� .. 1. I .... 6. RAW ERROR OF CLOSURE FOR FIELD TRAVERSE WAS 1, ..'� I , '' f ; '. ��.,'�- , / 7RACT 2 -. . 12 � ��,"""I---,- __.. . "�/,:, 11�, -1 / ,., , /// MI J. _� , 1 7. 'THE DISTANCES ON THIS MAP ARE UNADJUSTED HORIZONTAL GROUND MEASUREMENTS ,. . .AND WIFE . 1�1 ,�.,_. ", / .1, � / ,,, fN .1-11 ___1 , .. .. .11 " , , , . , ,KELLIE KENDALL. I ,,� I . I 1. i I - II. '. �. "e, 1�1�`11 9701-24-7510 UNLESS OTHERWISE NOTED.DEED BOOK 5390 PAGE 0217 ,.,` ,'11 _1/ 1 , / , �1 , I " -I- � -, / .11 ­ , , . ; I .?�A ­, .,. � , IfI..1�­ ,�-/, �11'.A .,/ �) j ,� / ; j . 9.,."_ I,,���._I ..�I------.../ 8. BEARINGS ARE RELATED TO NC GRID NAD 83. '. PLAT BOOK 150 PAGE,101 , ". , 'r v . � 1� I ', I" .-. ,., 1_"� ,_ � �.. I.. ill,., ., -- ,,.01STt9G ,.-­­ .1/2" REBAR 9. PROPERTY IS ZONED (OU) OPEN USE. , �';I! I- f.._. "_.­_,, . ....- .1I 10. DATE OF FIELD SURVEY WORK IS 7/20/17. ., I,.N , , _ ,,,­_ , .. *'11111>�, � - - , 119701-24-1403 ,,""" �1. 1, v �r, ../!f,___ - _� - I �, / ?I i .� " � � / n, ..�,' !,.; : , � / . ". __1..�EXIS / ,. I ,f . t t � ! 1 i � ) F - ....7. _1� 1�� " " '. ­, _.�� _ . I .11 : ' � i " " ... __ TING 1 /. �. -: , 6 � I I . � '.' ' /. .... �; , � I.- , ..,. .. , Il. THE CURRENT OWNER OF RECORD IS LEICESTER VOLUNTEER FIRE DEPARTMENT INC. I l ., . . ,_-", , , .., . I f ! . I '� 1� ,..,� -_ ..1 112" OTP %7 "4".I / � � ! � I(' i ,'..... ", .., ... _*� - ­­ " , ­ .,,� �I .!; � �, I, 1. 1%, DEED BOOK 4848 PAGE 1227, N 714419-204 1 I ;, - ." .--o ; ) ,� 21 ; I I o ,I i,_::� 1'� .1. � , , . , .. , .., .i � I '. ..I,., ,� , ........_11�,iII'".r,..I.f.1i./ . - I- _", ,� ., ..,_., 1�1.. , J .1 - . I - .. I . ­­­ , 12. SUBJECT PROPERTY LIES WITHIN ZONE X AND DOES NOT LIE WITHIN ANY FLOOD E 902212.417 1 , , , . . �. ''� - , .. . ,." 1. , 11. . � ." . ... . ........ .11 ­1w 1�11 1, T . .. , . ., .. i ., ", ..., "', .. I '... i." ..A\, ! .( . i � ., '. . . R71,a? / '. % � . , % I . .�: � I j ", I . , .�, '. , 1, ..� .. . ., I " I ­......'.. ....... " I HAZARD AREA PER TIONAL FLOOD INSURANCE PROGRAM FIRM PANEL 9701 - MAP , - . � , e " I NC GRID NAD 83 � N 3 3,132 .- � I � . - . y '. I , .ft '..- , / .F I I . ,/ , , � . I . v NUMBER 3700970100J EFFECTIVE DATE 1-6-2010. .. . � , , I .1 ._v�.. . 2 I , , ..) �! ., "� "I - ..... - %POINT OF BEGINNING . ,., , &". �' . ,� � I . " . "_' I -0 )E `� - �-��' I ; � 2 ,.1 ,� �, �1_ - _1 ___1 I .- .1 -11, .A_ , -. ,,eI .. ,�'.. .... ... 11.I;.! I I -. ."­"".,.,- /."�,.,� ,-!...,/ "i ;� . , , / " , 6,...." ­ _. : 13. NEW DRIVE EASEMENT SHOWN HEREON WAS AGREEMENT BETWEEN GARY MEADOWS EXISTING .. ,, . ; / .;, ,­.,. I"" '.., .(:� 9 - , , , , .:! t., . � , ,. ­­.: I ..... /I - j I. I .� ".1 T. - REBAR 1. � i , , . - ",'.. 1, .. _��� IZ-.1,�.,� . ., � ,." ,5/8 � ; -.- I ,. "I t � . 1, , I . . , , " . . . , , I � � . 1, .. .,/ ., . e � . .- .. - ,- vmji�� �, . lo - . , . .0.,. � , , , �'.. "' \ ", - i I . r " e : ... ­ e. 14. ORIGINALLY SURVEYED BY THIS OFFICE, PLAT DATED 12/23/1WITH CA - � �j .­­,C� 'I!, " .,, I,. 0) r I/I � , I / I F �_... .,,! ; -__­­_. I- , I / I ,/ �,,.,,�..... / i ", t . //." ,;� '1� I � 1, _- -, _', GEARLEEN E. BROWN ,-,/ '. - ! , � � � ,, - j j A17 ., , /� i , , / � " , .1i DEED BOOK GE 63 4 I A i 4 126381� -.1,;,_�,, ..II.1_-,..I . ,;1,,I ,.- .". & 7 � I I I - r ; 11 -. IEXISTING . __ .. 11 I I 1.I I 1 I I f/ . I ; i " ! � 1, .11,//11 . - ..,I �� 1 112" 07P � , 1-1 I . iri�J , I � i .,,. --..-/I \ // , e ,,, i IS NG1, I1mlsTto ',-�-zl- .. . ' ' , �, I �, i i - EXIISTIN I . 1 i . r ; .. .1 . � �5 't !R R.; � I I - . ., - , r 4 - _\ 1XI _" : I : I 1� , :; I " OTP . I F � � I "I I I - r � ­ . ! , , - , �, . I I TH, ; I ; I .. ­1 .... .____1 Z i .. / ; � ; A ! i " ! I I / .. . , - " i, "I GARY DONALD MWOWS 1�1./ / r ; . � I � . � . . 1-1 . i .1 I . $ . i .. � - - - I . , ! 1 . I :1� I � I I . , I 0 1 1 . : I I I . . ii - ; y -0 I - . .1 11 i , � - " I , j � 2 .�, I 6 � , , � ` ; / . . I I REMAINING PORTION OF ? . e J00 0 -� 5 i JFE I DEED BOOK 18 7 0 PAGE 669 r, , 1 DEED BOOK 761 PAGE 205 EXISTING . � 14, . ; . 1 , ! i (, State of North Carolina B_UL0JAU County I P. � � . I "I I 11 I I 07P / � I- I , t . 1-1 I S I i �, �., � I . , I 1, )A&E_E&Rffi� certify that this map was drawn under my supervision from an octuol _Amu � 11 . .-. ?t . : , �, . � t '. -1 % . k �0 . . I t , . , .z PO / I , . � I � I � . ; z . survey made under my direct supervision from reference deed recorded in Deed � , I � / / ­­ � I : I % Cv ,� / i I , � 1. 11 ��, - I � L Books AS Panes SHOWN �resnectiveivl; that the ratio precision as calculated b lat(tudes. one' / I I " � , � \ � 11 � EXISTING 518" REBAR I z - ; I 0 ft- (1) FL/ z (1) T) 0 LLIS Q, - (/) > LU III I � . lu - I i . r) 0 L - Z ! : ; "M Vwuwm&m*Non f]P,W. LICEN5E # F- 1066 J 3 16-F PATTON AVENUf_ 0 Ash,-_vfl1&_, NC 200 826-253-27� G a Charlotte-, NC � - 704-837-75 1 5 a Gray. TN 423-4G7-6401 0 Knoxville-, TN 5G5-54�-5500 - 0 Spartanburg, 5C 5G4-574-4775 - 0 3 0c11e,5t>oro, KY GOG-245-GGOO vvww.vaucjhnrne_)ton.c.om Copyright 0 20 1 7 1 All R,i<�ht5 Reserve.rA _ I C)KAWN - 13A,5 - CHLECKf-C)., MAP JOB NC): 31 71 0-50 5CALt: I " = 50' .... DATff .- 07-25-2017 FILE NAME: 3 101 7-50VV5.OWG I .1 11 I t � / I I departures is 1-10,000; that this mop was prepared in occordance with G.S.47-30 as amended / "I, . I I 1. I / I - � I . / GARY Mwows � If "', z . f � . . �;, % %1" 1. " PLAT. OF SURVEY FOR ; � . . , '� "' � STEPHEN K. SLUVER WAness my han"nd seal this 31�t_ day of =, 20-U. DEED BOOK 1379 PAGE 191 _'.. , I j f " 1 .� ,� i 11 I.. %�� % / '11, EXIST)ING ; . �, r. , `1 . '% . DEED BOOK 5048 PAGE 1572 . . I \ �,. 00 9 if -1 -F "I I � n-, 1. , P i I 3 M A � - -•1 c i i L k I . 4,>* % *N 97,01-24-5147 -7H--' I C _`_` Q, ` " ' " .9 . A. . �_ I 01 r . , � � n. 41 ) A I � . Av� , " .., t, L-4529 7/31/17 .REAR '.. I ; , 1, � " ), T VOT T TNT" � Professional Land ' Surveyor \X111111111/1 ,,\'k,�\ C A I? �-'-'/, .'-- -, * �;, �. !-*.-r- , " ,� � - AL - � .k, SIE. 7�:-. 7:- = It- L-4529 atr- = Z * 7w x4s1P"* jOe\- �;",'q 0 -\' % `tom P - avVV;0W1A111PNT\'\\" - Date �It, � C _.W,TH� C"A_P ' IIJ ),I . (*SN" I - I ; L �'_ 4 1.•� I I 9 I j , I _,,�, I i ,a I ,,� i Ply ; - L I � I .. � � _. -�v 1� / TOTAL, ' 11 , F"' " 1-7, " N T I N C a / UTILITY 9'� ' . I % 41 " I T POLE W/ \,-- _,_". .:�,�', ".1 �. .! GUY \__ C-P­­ �­ ."', "..�... I , ., .. is GUY - -­11. _ ____ _ � ,_ I /I &� r� ,I--- - / .". '. ��_fl - Ali I- , _0 . ..__" , 1� BEING THE PROPERTY DESCRIBED .-..,., ,--.-' - , __ - -1.1 .... ..... "", .. " I .. <P LD_ , - __ .... ..... 1� -..-., 4",q, , - CTI) ""Ps, _,,--- ,q�� 1, IN DEED BOOK 4848 PAGE 1227 AND 'r __ __�_ ____ ...... ;-:�, ,,R,,, A . - . �1� EXISTING'__" ,., . _­...11­ ._,_ I ...... . ... ....... ... � 11.111, - '1�6 - . . . . 1 " OTP -­-_'­.­ ­­­ __. .1 CALL TABLE ALONG CENTERLJNE PLAT BOOK 128 PAGE 113 .1 --_._.,. 1V ..�' � SEPTIC EASEMENT '�'� I.- _­_ 1_1Z. ­­­ '.., I OP NEW 14' DRNE EASEMENT . 'O . � ­­­ ., e., " ... __ DEED BOOK 4703 PAGE 4,3 ... .. � _­_ I., BASED ON EUSTING OWNER REQUEST . __ - I ...... I I �> _', 1_. , PIN # 9701-24-3454 N-1 / t:� ­..... IV,-, !� .... _�_, '15� .. - /0 ,-lil-0 ---, " "I GARY DONALD MEADOWS �� -0, X. -,- 1 112" 0 TP REMAINitNG PORTION OF "I, DEED BOOK 1810 PACE 669 DEED BOOK 761 PAGE 205 ,V ,,4,/ 4 ".0) '�'- - ---, �� . . " .N � --��Pz,c,,,, " ill - 1.,-1 - oft 15�� GARY DONALD MEADOWSA�j EXtS0t7P "I" �N ljo EXISTING REBAR EXISTING 518" REBAR W1 TH CA P ONE TABLE LINE ... BEARING DISTANCE Ll N 30'05'52" )F 43.95' L2 N 54'44'06" E . 36.18' L3 N 63*23'02' E ,30.28' L4 N 71* 9'01" E 32-99' L5 _N 74'24'50 * E 35.29' _ L6 N 75-48'50- E 61.79' t 7 N 59*36'45" E 66-85' LEICESTER TOWNSHIP BUNCOMBE COUNTY, NORTH CAROLINA JULY 31,2017 adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE, NORTH CAROLI NA 28217 P704. 379. 1 91 9 F704. 379. 1 920 www. adwarch itects. co ZVMattern & Craig EN GI N EERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 TOPOGRAPHICAL SURVEY DATE: PROJECT NO: REVISIONS NO: DATE: 07-08-2019 17052 DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPAMY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER 5/8" REBAR � x WITH CAP, SHERI G. DAVIS 1-100 AND HUSBAND LITTLE GAVVAIN DAVIS, JR. } \ DEED BOOK 1428 PAGE 206 LOT 4 PLAT BOOK 56 PAGE 84 \ c� 9701-25-3161 BIORETENTION \ CELL #1 \ 0 STORMWATER MAINTENANCE ACCESS EASEMENT WELL GRAVEL ACCESS ROAD t1,193 SF X 1 /2" REBAR ON LINE Z� PROPOSED WELL LOCATION �a 04 /2\ J iJ� M EST CAROLINA HOMES, INC. ED BOOK 4079 PAGE 1002 PLAT BOOK O 56 PAGE 84 O60!R F�NGE 1 9701-25-4052 PNO N o SEE ARCHITECTURAL g j11 FOR DUMPSTER(S) AIL SET IN BROKEN ENCLOSURE DETAILS FENCE POST FUTURE .'. .. EXPANSION pQnpncpn I N35.01'41$'W r 23.16' NCDOT STD 2'-6" CURB AND GUTTER PER DTL 846.01 PROPOSED- ROADWAY ±24,618 SF 10.20 ACRES± (444,291 SQ. FT±) BEING THE PROPERTY DESCRIBED IN DEED BOOK 4848 PAGE 1227 AND PLAT BOOK 128 PAGE 113 PIN # 9701-24-3454 cr EX 1-1/2" o OTP }f N13.03'32$$E 0 5/8„ REBAR 34.96' WITH CAP �N UTILITY POLE Cd W/ GUY C/ w SNEO ti � •��'-may N co 3 /+ z ADOWS DOG\ QION OF \ f�01 + a - GE 669 UJ E 205 U) o EX 5/8'$ REBAR WITH CAP N co W w v I 1 \ N20°25'51 "E =s "' GE 191 C0 Q> E �/ �} EX 5/8" REBAR I WITH CAP r- N co TILITY POLE 1/ GUY 116.97' A o- 24' +EX 1 /2" REBAR EARLEEN E. BROWN EED BOOK 1488 PAGE 63 9701-24-6381 0 PROPOSED PARKING f 5, 315 SF L PARKING STALLS ,10'X20' (TYP) i EX FENCE POST x x x w o 60 0 6, V) x STING \ \ 5/8$' REBAR \ \ �ApRDX'L/9T�F�F<O \ \ F SEPTIC TANK \ / BUNCOMBE C TY APPROXIMATE \ DEED BOOK 2278 GE 156 LOCATION TRACT 9701-24- 5 E wF<< EXISTING BUNCOMBE COUNTY LIBRARY COVERED WALKWAY EXISTING PARKING ASPHALT PARKING r� I BUNCOMBE COUNTY DEED BOOK 2278 PAGE 156 QTRACT 2 2 9701-24-7985 � PROPOSED x PARKING t4,925 SF 50' R.O.W. x AXLE GEORGE W. SHELTON AND WIFE PATRICIA LYNNE SHELTON DEED BOOK 4295 PAGE 1094 PLAT BOOK 121 PAGE 40 TRACT 2 9701-24-7510 co 2V 4co z BUNCOMBE COUNTY DEED BOOK 2278 PAGE 156 TRACT 1 9701-34-0916 24, / EX 1� _ REBAR EX 1 /2" REBAR WITH CAP h� BIORETENTION / CD CELL #2 CHRISTOPHER SMITH AND DEVELOPMENT DATA MARGARET E. CRAWFORD PLAT BOOK 181 PAGE 32 Project & Location: 9701-24-7692 P t N L t F L� 0 15' 30' 60' 120' SCALE: 1" = 30'-0" HATCH LEGEND STANDARD DUN PAVEMENT HEAVY DUN PAVEMENT HEAVY DUN CONCRETE CONCRETE SIDEWALK GRAVEL STAMPED CONCRETE —SEE ARCHITECTURAL DET9ILS I, JACOB G B, HE Y CERiIF THAT I AM A LICENS PROFESSIO L EN NEER IN THE STATE NORTH CAROLI HAVE DETER NED TO THE BEST 0 MY ABILITIES AND NOWLEDGE, THAT NO WETkAND C ENiLY EXIST ON SITE, , \ \ - R15' �S �y R25' 11/"" \ F \ ±195 LF OF I RUTH ELMIRA SLUDER RETAINING WALL \ DEED BOOK 1368 PAGE 293 PLAT BOOK 81 PAGE 114 DEBRA E. HYATT DEED BOOK 2863 PAGE 175 9701-24-9704 i St ti rojec ame. e kes er re a on Project Address: 1563 Alexander Rd Leicester, NC 28748 Project Descriptions: Creation of a new fire station Owner/Developer: Town of Leicester Fire & Rescure Civil Engineer: Jacob Greib, PE Mattern & Craig Project Manager 403 E Market St Johnson City, TN 37601 Phone: 423.979.2220 idarieb®matternandcraia.com ADW Architects 2815 Coliseum Centre Drive Suite 500 Charlotte, NC 28217 Phone: 704.379.1919 Parcel Info: Parcel Number (PIN): 9701243454 DB Pg: 4848-1227 Acreage: 10.20 ac Zoning: Open Use (OU) Lot = 444,291 SF Required Parking = The required parking for a park is determined by estimates recommended by the Institute of Traffic Engineers, or an acceptable estimate that the Administrator approves based on data from a use similar to the intended use. Density, scale, bulk, area, type of activity, and location will be determinates of the comparability. Provided Parking = 32 Pre —Construction Impervious = 0 SF Post Construction Impervious = 68,632.23 SF ZoningRequirements: Opel( Setbacks: Front Yard = none Side Yard = none Rear Yard = none BUNCOMBE COUNTY / DEED BOOK 4556 PAGE 813 PLAT BOOK 81 PAGr14 TRACT 1 9701-24-9828 TRACT 2 9701-34-0804 c* Coverage: Street Trees: Required along an interior road longer than 250 LF Building Lot Coverage = 4% Proposed used as an entryway to a parking lot for a Building Height — maximum 45 FT commercial development. Signs — TBD Canopy and understory trees shall be planted, where Drainage — TBD required, as follows: • One canopy tree for each 40 linear feet of Limits of Disturbance: frontage; or, • One understory tree for each 30 feet of Acreage: 4.68 ac frontage; or, Cut: 11,499 CY A combination of canopy and understory trees Fill: 9,604 CY at the rate of one per 35 feet of frontage. Net: 1,895 CY (FILL) For interior roads only, any combination of Soil Type: X — see soil report for specific soils canopy trees so long as the type and spacing of trees placed can be expected to form a Stormwater: substantial canopy within twenty (20) years of Proposed Site: 10.62 ac initial planting. Pre —development Impervious: 0 SF Proposed to meet street tree requirements Post —development Impervious: 68.632.23 SF along the entryway towards the parking lot by Built Upon Area: 14.84% leaving existing trees along the entryway in Low —density Project: No SCM Required place Flood Zone Designation: Parking Area Landscape: The subject property is shown as being in zones X Canopy trees --one per 15 spaces, understory and AE (areas determined to be within the 0.2% trees --one per 10 spaces, and shrubs --one annual chance floodplain) on national flood insurance per 4 spaces. program flood insurance rate map. Map number o Existing canopy and/or understory trees 3710352700J, effective September 28, 2007. located within 30 linear feet of a parking area or driveway surface may count Landscape Requirements: towards meeting the parking lot landscape requirements provided they are located on Planting Requirements: the same property. • Any planting that is proposed to be placed in a o Existing canopy trees with a caliper of 10 general drainage and utility easement or in a inches or greater, may count as 2 trees. The use of street right—of—way must first be approved by existing trees shall be noted on the landscape plan. the City Manager and/or NCDOT in conjunction o Required trees shall be located within or with site plan approval. In all such instances, adjacent to parking lots as tree islands, medians, at the location of the affected rights —of —way must the end of parking bays, traffic delineators or be shown on the site plan. • All trees shall be placed in the most feasible between rows or parking spaces in a manner such manner so as not to interfere with roadways, that no parking space is located greater than 75 linear feet from a canopy or understory tree on the sidewalks, or streetlights and shall not be subject property. planted closer than 8 feet to a fire hydrant. • Any tree to be placed within twenty (20) feet o Proposed to plant req'd trees and shrubs lateral distance from the centerline of an above around the parking lot ground electric utility line shall be an understory tree. The maximum maturity heights shall be Landscape Tree Selection and Type Criteria Notes: 15 feet with the tree being up to 10 lateral feet Find Appendix 1 from the street centerline and 25 feet with the tree being from 10 to 20 feet away from the For Landscape Plan and Details See Sheet cen terl in e. adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLI NA 28217 P704.379. 1 91 9 F704.379.1920 www. a d w a r c h itects. co m ZVMattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 ,,•�` '\H CA Ro oIV-SS/0 E L7 %FNG I IA1� oo,,/7 SITE MASTER PLAN DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: 2 9-4-2019 PER NCDEQ 3 12-13-2019 PER NCDEQ THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER M cr� 0 N 0 > 0 z C 0 Gn w 0 CID O U N 00 O 0- J w Gn CID 0 w O 0 00 0 U N DO w w 6n 1= E 0 U J N 00 STANDARD DUTY PAVEMENT SECTION N.T.S. HEAVY DUTY PAVEMENT SECTION N.T.S. SIDEWALK SECTION N.T.S. CHAMFER ALL EXPOSED CONCRETE EDGES 4" AGGREGATE BASE COURSE 1--SUBGRADE TURNDOWN SIDEWALK SECTION N.T.S. HEAVY DUTY CONCRETE SECTION N.T.S. 1.5" ASPHALT CONCRETE SURFACE COURSE TACK COAT 3" ASPHALT BASE COURSE 6" AGGREGATE BASE COURSE SUBGRADE 2" ASPHALT CONCRETE SURFACE COURSE TACK COAT 4" ASPHALT BASE COURSE 8" AGGREGATE BASE COURSE SUBGRADE 4" 4000 PSI CONCRETE 4" AGGREGATE BASE COURSE SUBGRADE #4 BARS 0 18" OC EW 7" 4000 PSI CONCRETE 6" AGGREGATE BASE COURSE SUBGRADE v om F-I � C• �—I z >W00 r T � H0 z�=D =.>Dm Z _ (f) 0 0 _1 • ,Q Q H c�DDD U) O z < —1< z O ~ G) Z H mCn X N O D o Z N D Imo v v mn� C m�0 � m o Z SHEET 1 OF 1 700.05 GRAVEL ACCESS ROAD SECTION N.T.S. ASPHALT SURFACE COURSE ASPHALT BINDER COURSE EXISTING PORTLAND 1:1 CEMENT CONCRETE SLOPE . °••.�° ° °o oo°000°000 77 o . • 9 . ' 012 MAX. o 0 0 •.Q°• � .Q'•�O°oo °moo ° �O�o OCR �� �� OD 0D ;o 00 0 00 0 00 0 00 0 00 0 -QO<2 BOO-�O O O BASE COURSE 1:1 SLOPE LONGITUDINAL SECTION 'A -A' EXISTING PORTLAND CEMENT CONCRETE TO PROPOSED ASPHALT CEMENT CONCRETE PROPOSED PORTLAND - - - - -- - - Z J Z - �• .4' •O• •�. coo O • � ' X�a oa000°� �o O o o° o o° o.�( •.p' . WQd 'o moo �O�o :.• :: O O O O a�_o�o o0 O BASE COURSE 8" BASE STONE (TDOT 303-01 MINERAL AGGREGATE TYPE "A" BASE, GRADING "D") SUBGRADE L COPING T/MASONRY 10' - 0" A.F. F. 1LAR BRICK ER M. STEEL PIPE 1. FILLED W/ IRETE- SEE DETAIL XX T P-X) FINISH GRADE SEE CIVIL PREFINISHED METAL COPING TIMASONRY 'AEF MODULAR BRIC VENEER F�INI SH GRADE SEE CIVIL 03 A502 FAR ALL EXPOSED STEEL & I' �I N • =1 Mo Im l�Im Mo Im •••.• OBE TO TOP OF x 114" STEEL TEFL V CONCRETE IMED STEEL PLATE STEEL ORE TEEL TUBE -L PIPE LED W/ SEE DETAIL TY HINGES (2) 5/8" O.D. STEEL CANE I I I I I I BOLTS W11 IM" WASHER ----------------------------♦ I-------------------------------— - ------ WELDED TO CANE BOLT I I I I I I LI [ I I FOR STOP I DUMPSTER ENCLOSURE SIDE ELEV. 13,81.=i.-0° 04 DUMPSTER ENCLOSURE GATE ELEVATION 3/8"=V-0° 02 2X TREATED WD. BLOCKNG FASTENED TO BOND BEAM SHIM TO SLOPE W1 TREATED W/ 3/8" J-BOLTS 32' O.C. 1X W0 BLOCKING STAGGERED CONT. TREATED 2X4 PREFINISHED METAL ATTACHED TO CMU COPING(P-X] TIMASONRY BOND BEAM + 10' - 0' A F.F. 26' - 0" FACE OF BRICK VENEER �E �E (E MODULAR BRICK 4' -4" 4'- 0" 7' - 0" 4'-0" 4'- 4" VENEER 8" CMU- SEE STRUC. 03 FOR TYP. VERT. REINF A502 PROVIDE EPDXY PAINT ON GALV. ADJ. MASONRY INSIDEFACECFCM U WALL TIES@16'0.G. COLOR TO BE SELECTED VERT. & HORIZ. BY ARCHITECT FLUID APPLIED MEMBRANE AIR BARRIER _ - - - _ _ - - - - _ - _ - . - - CONCRETE PAVING- SEE _ CIVIL DRAWINGS rR - - --- - --- - - - - it -- - .---' - - 6" DIAM. STEEL > -- - - - - - PI PE BOLLARD FILLED W/ 04 O - - 'I - -- I - 6" DIAM. STEEL PIPE CONCRETE - SEE A502 _ _ _ _ BOLLARD FILLED W/ DETAIL XXfAXXX - ._ i; -' DUMPSTER - i, - - - 'I_ _ - DUMPSTER.-_ . :' I _- - - - - - - - - _ CONCRETE - SEEDETAIL (PAINT P-X) � O _ _ ..i. _ _ '(N.LC.) _ _ , ,_ i (N LC.� , -, _ - 12/A500 77 I CAVITY DRAINAGE MATERIAL o ABOVE FLASHING- - CONT. THRU-WALL SLAHGING- -- i W/OPEN HEAD JTS. &WEEP - - - - VENTS @ 24" O.C. ,. - - - - - _ - - _ , , - - - _ GROUT CAVITY & CELLS - - - - - - - - REINF. CONC. SOLID BELOW FLASHING O SLAB -SEE CIVIL 4"CMU f FINISH SLAB_ _ f SEE CIVIL REINF. CONCONC.23' - 8" CLEAR FOOTING - SEE �. CIVIL a aa�ana. - -. A502 DUMPSTER WALLSECTION 3/4" 1.-0.. 03 DUMPSTER ENCLOSURE PLAN 318"=V-0" 01 PROPOSED PORTLAND CEMENT CONCRETE EXISTING PORTLAND L CEMENT CONCRETE L/2 PAVEMENT N ° DOWEL OR TIE BAR .'p •0°•p' .°p' o o RETAINING 0 �0 a p .o .o..:.°.� ;o 0 0 0 0 0 0 o WASHER ;o_� o_c�_o 0 0 a BASE COURSE o 00 0 0 EXISTING BASE COURSE BASE COURSE LONGITUDINAL OR TRANSVERSE SECTION 'A -A' EXISTING PORTLAND CEMENT CONCRETE TO PROPOSED PORTLAND CEMENT CONCRETE (DO NOT USE DOWEL BARS FOR EMERGENCY CONSTRUCTION JOINTS, SEE STANDARD DRAWING 700.01 SHEET 2 OF 2) A A EXISTING PROPOSED PAVEMENT PAVEMENT LONGITUDINAL SECTION 'A -A' EXISTING ASPHALT CEMENT CONCRETE PLAN TO SHOWING LONGITUDINAL OR TRANSVERSE JOINT PROPOSED PORTLAND CEMENT CONCRETE GENERAL NOTES: -JOIN PAVEMENTS AS SHOWN ON THIS DETAIL OR AS DIRECTED BY THE ENGINEER. -PLACE TIE BARS (DEFORMED STEEL BARS) ALONG THE LONGITUDINAL JOINTS AT 30" ON CENTER. PLACE DOWEL BARS (SMOOTH STEEL BARS) ALONG THE TRANSVERSE JOINTS AT 12" ON CENTER. THE PLACEMENT AND/OR SPACING OF TIE OR DOWEL BARS MAY BE MODIFIED BY THE PLANS OR THE ENGINEER. MEASURE THE HOLES, TO ACCEPT THESE BARS, THE O.D. OF THE BAR PLUS 1/8" IN DIAMETER AND 1/2 THE LENGTH OF THE BAR PLUS 1" UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER OF THE ADHESIVE. USE RETAINING WASHERS (NYLON, PLACTIC OR COMPOSTIE) ON ALL BARS TO HOLD THE ADHESIVE MATERIAL IN PLACE. THE RETAINING WASHERS SHALL BE: I.D.=BAR O.D., O.D.=HOLE I.D. + 1/ " MIN., THICKNESS= %s" MIN. SEE STANDARD DRAWING 700.01 FOR BAR SIZES AND OTHER JOINT RELATED INFORMATION. PROVIDE ADHEVSIVE BONDING MATERIAL SPECIFICED BY SECTION 1081 OF THE STANDARD SPECIFICATIONS FOR TYPE 3 OR 3A ADHESIVES. -SEE TYPICAL SECTIONS FOR PAVEMENT COMPOSITION, SUMMARY OF QUANTITIES AND FOR OTHER SPECIFIC INFORMATION. ---I la-- 1 /8„ -0I I� 1 /2° 1/4 Irrt TYPE "B" (CONTROL) (EXPANSION) TYPE "A" JOINTS SHALL BE SPACED AT A MAX DISTANCE OF 5 FEET CENTER TO CENTER U.O.N. TYPE "B" JOINTS SHALL BE PLACED EVERY 50 FEET MAX, AND ALSO WHERE CONCRETE PAD ABUTS BUILDING, CONCRETE CURBS, AND ASPHALT DRIVES AND SIMILAR STRUCTURES. 3/4"0x18" LONG EPDXY COATED DOWEL BAR ON 18" CENTERS SHALL BE PLACED AT MID SLAB ALONG TYPE "B" JOINTS. BAR SHALL BE COATED WITH GREASE/MASTIC TO PREVENT BOND. REINFORCING BARS SHALL NOT CROSS EXPANSION JOINTS. CONCRETE JOINTS N.T.S. STOP MUTCD R1-1 N.T.S. z oW H >_ �Q Q F-A CD LL J � OOU)= wQzU-= Q U c Q H H H= ZLU (AHLLOJ 0 0 U) z . > H w � H oLL W Z > W �aa 0 W N z a N O N Cn U) O W J Z O C'J ICI � z � w SHEET 1 aF 1 700.05 ACCESSIBLE PARKING SYMBOL N.T.S. LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW. 1-1/2" O.D. GALV. PIPE PAINTED BRONZE (2-lbs./ft.) 6" PIPE BOLLARD PAINTED BRONZE, FILLED WITH CONCRETE. SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE 3,000 P.S.I. P.C. CONCRETE 7-8 RESERVED PARKING VAN CESSIBLE 12»X6» 12"Xg" 44 , 4 2 a ( a' �' < 4. 3" a 4 . 1'-6" ACCESSIBLE PARKING SIGN N.T.S. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. ACCESSIBLE PARKING N.T.S. adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHARLOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704.379.1920 www.adwarchitects.com Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 SITE DETAILS DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. 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\ \ \ 1 1 1 \ I I I I \ \\ // \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ STORM W A TER PIPE TABLE PIPE PIPE PIPE PIPE NO. MATERIAL SIZE LENGTH SLOPE ui ft ft/ft 1 HDPE 15 19 0.0053 2 HDPE 15 149 0.0050 3 HDPE 15 142 0.0099 4 HDPE 18 39 0.0090 5 HDPE 15 19 0.0105 6 HDPE 15 200 0.0190 7 HDPE 15 60 0.0500 8 HDPE 15 45 0.0500 9 HDPE 15 93 0.0500 10 HDPE 15 19 0.0289 11 HDPE 15 58 0.0250 adwa rch itects environmentsforlife architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHARLOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704.379.1920 www. adwarch itects. co m Mattern & Craig ENGINEERS• SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 ,��.\,\A C A Ro" If ��.�aFESS • �'q 4 ' �' E FN GRADING & STORMWATER P LAN DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: 2 9-4-2019 PER NCDEQ 3 12-13-2019 PER NCDEQ THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C400 m C'� z O r ZCD H 1 N � m D = z cC�D Lrl � v D m y 0 -n Z 0 BACK OF CURB X §t11 O. •, D. Q. D. O. •, D. o.: v F7A�� m v •.v, o, • v PLANLow. X SECTION Y-Y RISER HT. VARIES o � _ Err Y . 0 WHERE 30" TO 36" PIPE IS USED RISER HT. VARIES WHERE 42" TO 54" PIPE IS USED DETAIL SHOWING METHOD OF RISER CONSTRUCTION 0 SECTION X-X GENERAL NOTES: USE CLASS "B" CONCRETE THROUGHOUT. PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00. USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST QUANTITIES ACCORDINGLY. CONSTRUCT WITH PIPE CROWNS MATCHING. CHAMFER ALL EXPOSED CORNERS 1". DRAWING NOT TO SCALE. E STD. NO. 840.03 STEPS - STD. NO. 4--­- 61'ATION 611 0 D C D D° 4• D 6„ '0 '. D• '. , D• '. D• SECTION J-J WHERE 30" TO 36" PIPE IS USED v v J o I J :al B M PLAN 10' MAINTENANCE ACCESS TOP ELEVATION STEPS - STD. NO. 840.66 Z o� Q Q H 0 V LL _j O O O = 1= Z QV�C©M cOH�O_j Q C* CC Z , j �N LU A O 1�1 c� Co Cr = 0' o: o Qp:. = a:: o ;• p• s p Q LU SECTION M-M LU - WHERE 42" TO 54" PIPE IS USED CV C2 T 1--I Z J 0 CD V Z p... p... o... p M LU ' p.l J A D' p'I LL m D• 1-YEAR PEAK ATTENUATION OUTLET -\ CLEANOUT W/ 0 18" FROM BOTTOM OF POND CAP (TYP) N13 1-YEAR PEAK ELEV.=2168.51 DESIGN WATER QUALITY ELEV.=2168.00 2" WASHED SOD - 2167.00 - _ " " " " ' 30" MEDIA M I X I MIX: 75-85% SAND': ; 8-10% FINES 4" WASHED SAND 5-10% ORGANIC - - - - ; " 8" #57 STONE ��� PERFORATED 4" PVC UNDERDRAIN t50 LF IE 2164.00 NOTE: 1) SOIL MIX IS NOT TO BE MECHANICALLY COMPACTED OR MIXED ON SITE. ' 2) THE CONTRACTOR SHALL HAVE THE SOIL MIX VERIFIED FOR A MINIMUM OF A ' INFILTRATION RATE OF 1.5 IN/HR. ' 3) MEDIA MIX SHALL HAVE A P-INDEX VALUE LESS THAN 50. 4) IN GRASSED BIORETENTION CELLS, USE COOL SEASON TURF GRASS SUCH AS FESCUE OR BLUEGRASS. GRASS SHOULD NEVER BE SEEDED, USE SOD INSTEAD. WHEN USING SOD, AVOID SOD THAT IS GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER (SUCH AS CLAY). 10' MAINTENANCE ACCESS cLEANour w/ CAP (TYP) - 2155.00 4" WASHED SAND 8" #57 STONE IE 2152.00 1-YEAR PEAK ATTENUATION OUTLET 0 18" FROM BOTTOM OF POND 1-YEAR PEAK ELEV.=2156.29 DESIGN WATER QUALITY ELEV.=2156.00 2" WASHED SOD 30" MEDIA MIX I MIX: 75-85% 8-10% FINES 5-10% ORGANIC PERFORATED 4" PVC UNDERDRAIN ±70 LF v v v v v v v v v v v v v v v v v v v v v v v v v v v NOTE: ' 1) SOIL MIX IS NOT TO BE MECHANICALLY COMPACTED OR MIXED ON SITE. ' 2) THE CONTRACTOR SHALL HAVE THE SOIL MIX VERIFIED FOR A MINIMUM OF A ' INFILTRATION RATE OF 1.5 IN/HR. ' 3) MEDIA MIX SHALL HAVE A P-INDEX VALUE LESS THAN 50. 4) IN GRASSED BIORETENTION CELLS, USE COOL SEASON TURF GRASS SUCH AS FESCUE OR BLUEGRASS. GRASS SHOULD NEVER BE SEEDED, USE SOD INSTEAD. WHEN USING SOD, AVOID SOD THAT IS GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER (SUCH AS CLAY). SHEET 1 OF 2 840.02 v vm F-I -0 OD000 r � -n CA mZ =� =C)DDm .. Z = Cn 0 0 -0rm • O 0 C')Dyb N O O 1 Z 0. Z 0 � Z N � m cn = m z C > (A � v D U M H m(Am 1--1 -n Z 0 SHEET 2 OF 2 840.02 NEENAH GRATE L4215-C OR APPROVED EQUAL ELEV 2168.50 S� Err E� Err Err #4 BARS "V" @ EQUAL SPACES 3" R CO R m co W Uj �¢ �a W� N� It mm Q U. ¢ �k W *k W S PLAN OF TOP SLAB SECTION S-S "W" BARS #4 BAR 6r/ DOWEL SECTION R-R Fes- 61-01F I PLAN CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES TOP „ USE ON FLAT ELEV. EXPANSION JOINT/6 GRADES 2% AND UNDER 31-0"I 131_Qrr DEPRESSED GUTTER LINE EXPANSION JOINT I °D �-1 ELEVATION NORMAL CURB AND GUTTER ON LIGHT GRADES NORMAL GUTTER LINE EXPANSION JOINT 6" 8" TOP USE ON GRADES VER 2* ELEV. 10" I 6DEPOR�ESSED GUTTER LINE EXPANSION JOINT r MAX- 1 -0 v ELEVATION NORMAL CURB AND GUTTER ON STEEP GRADES MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) DIMENSIONS OF BOX AND PIPE COVER DIMENSION CU.YDS. CONC. IN BOX DEDUCTIONS ONE PIPE PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT BARS-U BARS-V BARS-W TOTAL TOP SLAB BOTTOM SLAB TOT•CONC. FOR NININ I HEH HEIGHT, D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. C.M. R. C. 12" 3'-0" 2'-2" -- -- 2'-911 -- -- -- -- -- -- -- -- -- -- 0.235 0.772 0.015 0.026 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036 181r 3'-0" 2'-2" 3'-311 0.235 0.887 0.033 0.049 24" 3'-011 2'-2" W-9" 0.235 1.001 0.059 0.085 30" 3'-0" 2'-2" 3'-4" 4'-3" V-2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 36" 3'-0" 2'-2" W-10" 4'-9" 1'-8" 4'-O" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178 42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-511 3'-2" 4 1'-811 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 1 0.180 0.243 48" 3'-011 2'-2" W-0" 5'-9" 2'-0" 3'-211 4 2'-311 3 2'-11' 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317 54" W-0" 2'-2" 5'-711 W-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-1111 41 0.180 0.386 2.387 1 0.297 0.401 -2168 © BIORETENTION OUTLET 18" HDPE OUTLET IE 216 4" PVC UNDERDRAIN CONNECTION IE 2161.50 18" HDPE ±42 LF @ 4.4% L SET TOP OF THE IWS ZONE A MINIMUM OF IE 2161.50 18" BELOW PLANTING SURFACE FILTER FABRIC BIORETENTION CELL#1 N.T.S NEENAH GRATE L4215-C OR APPROVED EQUAL ELEV 2156.50 R4215-C NEENAH GRATE ELEV 2168.50 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 18" HDPE OUTLET PIPE IE 2161.50 4" PVC UNDERDRAIN CONNECTION IE 2161.50 STAGE STORAGE (BIORETENTION CELL #1) DESIGN STORM REQUIRED VOLUME PROVIDED VOLUME ELEVATION WATER QUALITY 3404.94 FT 3,415.35 FTJ 2,168 FT 1-YR/24-HR 5,314.32 FTJ 6,254.18 FTj 2,168.51 FT -2156 © BIORETENTION OUTLET 18" HDPE OUTLET IE 214 4" PVC UNDERDRAIN CONNECTION IE 2149.50 L SET TOP OF THE IWS 18 HDPE ±30 LF 0 5.1 ZONE A MINIMUM OF IE 2149.50 18" BELOW PLANTING SURFACE FILTER FABRIC BIORETENTION CELL#2 N.T.S R4215-C NEENAH GRATE ELEV 2156.50 4' 18" HDPE OUTLET PIPE IE 2149.50 4" PVC UNDERDRAIN CONNECTION IE 2149.50 STAGE STORAGE (BIORETENTION CELL #2) DESIGN STORM REQUIRED VOLUME PROVIDED VOLUME ELEVATION WATER QUALITY 3,988.64 FT 4,007.68 FT 2,156 FT 1-YR/24-HR 4,922.28 FT 6,840.46 FT 2,156.29 FT FAI Z 0 0 Qa H O 0 U LL. _I O O 0 = GC Z LU U O Q H CnH�O� O 0 COQ Z .jam > CL r 0 O Z LL P-1 C3 Ni Z a LJJ a. m H (L y 0 LO Q V z °C W = < H � C/) W: = = N r/1 0 T H Z _j O z v LU HEET 2 OF 2 840.02 adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 H CARP �� �OFESS N • �'9 '- E 111f11110 STORM WATER DETAILS DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: 2 9-4-2019 PER NCDEQ 3 12-13-2019 PER NCDEQ THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C401 DEMOLITION & EROSION AND SEDIMENT CONTROL LEGEND UM LIMITS Of GRADING/DEMOLITION (4.68 AC) CE CONSTRUCTION ENTRANCE/EXIT (3.02) SF — X — SILT FENCE (3.05) rDII ON TEMPORARY DIVERSION (3.12) SAFETY FENCE (3.01) CD CHECK DAM EROSION AND SEDIMENT CONTROL SEQUENCE 1. ATTEND PRE —CONSTRUCTION MEETING. 2. CONTRACTOR TO CONSTRUCT SITE IN 2 ESPC PHASES 3.INSTALL CONSTRUCTION ENTRANCE AND INITIAL EPSC MEASURES. 4. CLEAR AND GRUB SITE 5.INSTALL SILT FENCE, TEMPORARY DIVERSION DITCHES, AND CHECK DAMS SHOWN PER PLANS. 6. GRADE SITE PER PLANS IN PHASE 2. 7. CONSTRUCT SITE INFRASTRUCTURE & INSTALL REMAINING EPSC MEASURES (INLET PROTECTION, OUTLET PADS) GERALD L. SURRETT HEIRS 9. CONTRACTOR TO CONSTRUCT BIODETENTION AND DETENTION BASIN AS CVS / 1052 SHOWN PER PLANS. DEED BOOK 2689 PAGE 326 _� / IitceI \/� I- — \/ '--�i\I % //''�_ ♦_-''-ce///—j'— _/' /i/�\�—��—\// —\-/ '2 �/_— /1—'-1 /_/— _'—_/�—— '— /^_- _ —�\I—�'\__I/'I—'_I— —� I—_ I\\_I— \/i—_X X�_\\- ---E-- \—\X\�\-\\--�- \\N•w\ '—\1\/ ♦\—o'-- ��� �\2 °�— ----__ --'---v—x/--//_/—g—�/_/PR--/�g_�/--�xl\R—��/—/_—_/I I F /—_��\O/ — //--�� /_//♦/—/—/\ —/E—_ /—/F// � —_N—Ii \�/—__/ I — �—/ — I\ 1 —l/�III —\ X —♦�_—\IIIII —_'\I—'/ ♦—IIII—I \—�I\--* \\� I .�_—�I I —I —I \ \—,---\\--�II � I II►_I I \I I\I ——x_\--I I�II _ \I 'I 6— —I—� �—I 0\ �--- —*II �\I IIII —II — — I X\\I—\\1�/---I\— I —I \I I , II —I�_ — ---\ / ,\\I ---I\ \I— I— _\\ \ x\\ — —\—/\ _I \\—/—\\ \ I\P—\— \ \\I —I\ \— x\\��\—\\ \\ \ \ \ —\—_ \\—( —\I�I\ I II I I 1 --� \\\ \ ,\—_—\— \ \\——\\—\�--�X\�\ \--\,r 1(——\\ 1—/ 1 \\\—\--\\\\_ �/_' !•�/ //—, -,//--- -�I-' ---�/-/—�/-'/--'�-'—/_ —'—' i�_- '/_ �_-_' _-�-—_/--- -__�-�_-+—�— --�—�♦ ��—-\— �—\_-- ----\ -- -_—_—`\— —\\_— 1I—0�.-/C—_ O N\,/\/ TIR\/i\A/\�Ci TO/R T\ /I/ O/lI STABILIZE TABILIZE \\ S// I IS i� / TI F�E IONCE II I /1 /1 J / CS/�/OI I p,/ N//\' \\—STR\ II, \U/CT///\/O//,/ / N 1/\\ I/ I /\ SI � /I 1/ \ I/ F/�/ iI N/ I/S/ H E D/ . TRACT TWO N66°09'46 9701-15-8515 ARgWIRE FENCEX dX 11. CONTRACTOR TO CONTACT NCDEQ - 21� 12. CONTRACTOR TO REMOVE ANY REMAINING EPSC MEASURES.5/8 REBAR o WITH CAP THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE AND INITIAL EPSC MEASURES PRIOR TO CLEARING AND GRUBBING AND THE PLACEMENT IF ANY FILL. ol 00- - — -------SHERI G. DAVIS AND HUSBAND NOTES: LITTLE GAVVAIN DAVIS, JR.� DEED BOOK 1428 PAGE 206 SEE SHEET C500 & C502 FOR EPSC NOTES AND DETAILS.CIV LOT 4 PLAT BOOK 56 PAGE 84 (RLIMAw 9701-25-3161 CONTRACTOR SHALL CONTACT MISS UTILITY OF NORTH CAROLINA: �f \ DIAL 811 OR 1-800-552-7001 FOR LOCATION OF ALL UTILITIES AT LEAS /T j/\,72 HRS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL CONFIRM DEPTH OF UTILITIES PRIOR TO EXCAVATION IN AREA.X 1/2 REBAR N LINE \ BORROW OR WASTE ACTIVITY WILL CONSTITUTE AS LAND —DISTURBING EXISTING 1�1ACTIVITY. IF BORROW OR WASTE ACTIVITY IS NOT CONDUCTED BY THE \\ w�5/8" REBAR SAME PERSON, THEN THEY WILL BE CONSIDERED SEPARATE � LAND -DISTURBING ACTIVITIES 0 15 30 60 120 \ \ \EX FENCE \ �\SCALE. 1 30-0„ x POST \ IN BUITCOMBE COO TY \ DEED BOOK 2,/A P GE 156 '_1 � \TR-ACT 2 00 9701-24-79 5 00 SE \ WEST CAROLINA HOMES INC. DEED BOOK 4079 PAGE 1002 LOT 5 \ 8 PLAT BOOK 56 PAGE N�95 052 LIM -S IP' n —— BROWST ♦ \ \ - - - - - - IN, LIM \\ 2180--_,_ \ ASPHALT PARKING \ 1-1 \\ 1-1\ - - - - - - \ \/BcoM/ OUNTY \ TEED BOOK,,- PAGE 156 LI 85 _ --BUNCOMBE COUNTY -,--TRACT 1 \ 9701��-0916-DEE�BOOK �75 5A��5� — — _ -\ ---------TRAGT�-- LIM ------------- 97�_2�Z985--- ♦ _ /j- 2780----- ——--------2175---------- V2" \ — ——_ a = M RSBAR- _QjP �ACOMBE------------------R*5.& PAS 81—DEEDB00 — — — — — — T06K 81 FA 11-4\—"I ---------N —� TRA��791 24-9828 —ELMI3--___2170---------- -----�P ffj�T1$3LUDER /---------- \ \ � 1368 PAGE-29-3 \ —— __-- '0\ �AeT-2--�AT BOOK�1�PAG<�4--------- lo _— — — — — — — — /\ —90Z S\/lo FE / �W / lo OIM — — — — //Z6 —— — , ///— / ------ — F / _ \\ -------- , —' /— ��/ // ��,21 �/—---_------__ — �-----_ --- ----'— ---- ----�_ —__— —S(-�/ // // / /' DEBRA E. HYATT \ � �'� / N\\ \\-------- �� '' /' / _-------_ —@_____ -------- -----' — _--'_�—------__'--_ SF ' / /� //' // /'B'EED BOOK 2863 PAGE 175 _ ---- _ — — ___---------- — _ / / / / 9701-24-9704 \�hz �\\---------♦ j//'��� /// //// �.2160 = — --- �''_ -�►'�—-- — ��� __ �\ \—� -- J PX 1/2if�EBAR tM tF z --- ♦ _ \ IM jg..20'ACRES±-�444(X�/S — — — --BEING TI-JE- -f5'ROPFRTY/DESCRIKD ` \ — —@AF — _ IN DEE6 B0�/484,9 PANG /12?/7'��///// / //�----- �_��_���\�►'� / � \ \\\�--- _ — — — / 1 �— __'' __----\\\\\\\ CDD� \ ' ♦ii— /%Ali AT- BOPelW�AGE413'* PIN T7�/24,134 \,� ♦� // // / / / �/ / // / / /�� \ \ \ \\ \\ \ \ \ \ ___--—� // / / � 1 HRISTOPHER SMITH AND /—� // / / �/ / // / / /l� / /////---_\ \\\ \ \ \ \\\\ \\ \ \ _ -_-- / / // J \� 1 SOIL>ST9CK PILE/ / / / ♦i / / / / / // / _ _ \ \ \ \ \ \ \ \ \ ` — _ _ — / — / / / / �- _ 1 I + MARGARET E. CRAWFORD / / `/ / / / /////i'/ / /'^\\\\ \ \\ \ \ \ \ \ \ \`_ J ---- _-- // / __/ // / //_ PLAT BOOK 181 PAGE 32 / I` / / // / \ \ \\ \ \\ \ / / / �/ / T 9701-24-7692 2145 SAF EX AXLE OTP } / / / ooe 000e — ii8" REBAR / / WITH CAP AREA' loll MAAN- le (,F0RGF W. SHFI TON c* 4 adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m 4M�OOO Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 %'tN C A R''�.. � '�OFESS�•q' 9 �% EAL' , = F �Qd 0 eT 17 N EPSC PHASE 1 DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C500 I EX 5/8" P REBAR 'ill 1 UAKULINA HUMtS, INU. DEED BOOK 4079 PAGE 1002 LOT 3 PLAT BOOK 56 PAGE 84 9701-25-3383 GERALD L. SURRETT HEIRS CVS / 1052 DEED BOOK 2689 PAGE 326 EX 1/2" TRACT TWO N66'09'46" ; / / \ N REBAR 9701-15-8515 gARBWIRE FENCElip 2Z.16' X5/8"REBAR ���/ 1�(� // // //// / / / / \ I o WITH CAP ) r�, �� ,, ,- > \ / //// / / / / / / / / / / / / l l / l l l \ I I-, / I / / � / / \ %/ 1L_ // / // /// // /// //// // //o / / / / �// ( \\ I NW ////////// /// ///i /////0 / / / / \ I DEMOLITION &EROSION AND SEDIMENT CONTROL LEGEND LIM LIMITS OF GRADING/DEMOLITION (4.68 AC) CE CONSTRUCTION ENTRANCE/EXIT (3.02) SF — X — SILT FENCE (3.05) IP @ INLET PROTECTION (3.07) 01 �No TEMPORARY DIVERSION (3.12) SA _N/\/Sll�� SAFETY FENCE (3.01) OP 0 OUTLET PROTECTION (3.18) PS �PS PERMANENT SEEDING (3.32) D I ���/// //// /// / / / / / / ///// / �///// / l l l / / / \ \ I_ _ _ _ _ _ _ _ _ - SHERI G. DAVIS EROSION AND SEDIMENT CONTROL SEQUENCE /// / // / / / / / / / / \o / / / / / / / / / / \ �' �; AND HUSBAND 4 1 / / / / / / / � / / / / / / / / / / / / / LITTLE GAVVAIN DAVIS, JR. / / / / /// ////�, / / / / / / / / / / / / / / / / / / / + I DEED BOOK 1428 PAGE 206 1. ATTEND PRE -CONSTRUCTION MEETING. / / //,� / / / / / �/ / // / �// �/ // �/// / / ( ( I I l - - - - LOT 4 2. CONTRACTOR TO CONSTRUCT SITE IN 2 ESPC PHASES / / / I I I I I , - \ PLAT BOOK 56 PAGE 84 \ 3. INSTALL CONSTRUCTION ENTRANCE AND INITIAL EPSC MEASURES. /ll �/ // ///ll///// //// //// �/ l // /l /l / / / I I I LIM r �'� SF 9701-25-3161 �_ _ 4. CLEAR AND GRUB SITE / / / / / / / / 1310kElEN TION ♦� / // / / / / / / / / / / / / / / / / / / / / / / / / / / ♦ -- \ \ \ 5. INSTALL SILT FENCE, TEMPORARY DIVERSION DITCHES, AND CHECK / / / / / / / / / / / / / / / ,ELL #1 215 \ \ \ // // /// // // // // // / / / << // // / / // / //// / // / / / / / / / / / / -_-! - \ AM H WN LAN S. � \\ \\ \\ � 6. GRADE SITE PER PLANS IN PHASE 2. / / / / / / / / / / / / // / / / / / / / / / / / / _2/ - \\ \ \ \� \ 7. CONSTRUCT SITE INFRASTRUCTURE / / / / / / / / / / / / / / // / / / / / / / / / / / � \ � SSA/ / X 1 2" REBAR \ \ \ \ \ \ � � / / / / /jyp I / _ _ J - - \ \ \ 8. INSTALL REMAINING EPSC MEASURES (INLET PROTECTION, OUTLET /// ///// / // /////// __� __� / -- NLINE \ / / / � / / / // // / // ///// / / / /MAIWTFEN CE ` � _ - - - - F \ _ _ - \ — ` \ / / / / / //, �S�FASE T' `- - � __ __ / / _ _ - Z w \ \ ` \� \ \ � \ \\ 9. CONTRACTOR TO CONSTRUCT BIODETENTION AND DETENTION BASIN AS / / / /// / / / / / / / /// // / ( / �\ \ LIM, -.\m , \ \ PRQ � - - - � � � EXISTING TI REBAR Q \ 1-1 � \ � \ \ \ \ \ / / // / III I p / „ \ _ \ _ \\ \ \ SHOWN PER PLANS. / / / / / / I I / I I I I I I I \ \ \ 1 _ - - - - 0 � \ � \ qp\ a \ _ \ _ \ \ \ 10. CONTRACTOR TO STABILIZE SITE ONCE CONSTRUCTION IS FINISHED. I i I i I I I I I I I \ \ \ \ ; - ,L `O - ,` -^ \ _ ARo\ Rq�N� \\ \ \ \ ,� - _ _ \ �., _,F 11. CONTRACTOR TO CONTACT NCDEQ I I I I I I \ \ \ _ _ _ - _ _ _ - I, , o \ \ \ \M�TF �o \-1 \ \ \ 12. CONTRACTOR TO REMOVE ANY REMAINING EPSC MEASURES. I I I I I I I I I I I I I I \ \ \ \ ��2�6° - __ -_ - _ �I ` /�------- \ -\ \\1_qI _ \111 I I I I � I I I I I I I I I `\ \\ \\ `\ `� \- SA - - -- / - - -0 _ \ \ POST EX NCE _ _ - - / / _ _ _ _ _ _ _ _ `\ \ \ ` - -�_,_ _\ � \\ \ THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION II I I I I I I I \ , \ O _ _I- _ - _ _ - - - \ x - - - /' \ \ \ \ - _ _ _ \ \ \ \ \ ENTRANCE AND INITIAL EPSC MEASURES PRIOR TO CLEARING AND I I I I I I I I I \ \ \\ \ r � --';- _- - \ \ i __-'-- �/ - -----\ \\ -�� \� \\\\ GRUB NG A THE LACE ENT IF ANY FLL. — / — — _ _ — — — ` SEPTIC TANK I I i I I I I I I I I i \ \ \__ ` _ _ _ - 2\�'� _ _ - - \ \ \ - - - - 1�'CJIZOMBE C TY \ APPROXIMA - \ \ \� \ I I I I I I I I I I I I_ `, \ _ _--` — - -'- - - - - \ \ \ Nk# \ �, / II r- - - - \ ` - - DEED BOOK 2� GE 156 \ ` LOCATION TES \ \\ \\ \ �/ NOTES: I I I I I I ``\ \\ �y --- - -�_ ' - \ \ ♦\. _- w ,o�'E I II I \ ----- 9701-24- 5 E \\ \ \ III < < \ \ \ \ \ _ _ _ - / - 2170 111111 \ �`i � 5� 26 I I \ - - - \ SEE SHEET C500 & C502 FOR EPSC NOTES AND DETAILS. l \ \\ \\ \\\ h - Flo \ \\ -' I 1 \ \ w \ \ _ \ _ _ _ _ ♦ SF �� I \ EXISTING \ \ �\ \ \ \ \ \ \ - _ _ - _ _ - - _ _ ,`� 2'' - \ \ \ \ �, I I I I \ \ I \ � We<< BUNCOMBE COUNTY \ \ CONTRACTOR SHALL CONTACT MISS UTILITY OF NORTH CAROLINA: \ 1 - - - j 7 ; WEST CAROLINA HOMES, INC. I I I \ \ I \ \ \ \\ \� �� \\ �\ �� - - _ _ _ _ _ F - - _ _ - _ \ DEED BOOK 4079 PAGE 1002 I I I I \ \ I / - _ LIBRARY \ DIAL 811 OR 1-800-552-7001 FOR LOCATION OF ALL UTILITIES AT LEAST , \\ \\ \ \ \ \\ \ \ _ - - —'X� _ - - ■ � ' PLAT BOOKO 56 PAGE 84 w\RE F . I I I I I I I I II \ \ I ( Q 1w / J \ \ \ \ ` - � _ - - - _ � � _ oG I I I I 1 \ � o � I 72 HRS PRIOR TO BEGINNING CONSTRUCTION. \ \ \ \ \ - _ 01-1 ■ \ 9701-25-4052 P*D H I I I I I I I I I \\\ o ` / \\ \ \ \ \\ \ \ \ _— I1 -� _ - ,_ 2175 " \ IP PRgW\RE // I I I I I I I I I I \ \ \ \\ `\ o 1 - _ I COVERED WALKW \� \ CONTRACTOR SHALL CONFIRM DEPTH OF UTILITIES PRIOR TO EXCAVATION \ \ \ \ \ - ! e / / I I I I I I \ \ \ \ N I � AY ( IN AREA. \ \ \ ` \ \ _� ;.....-�. -�= I \ L BROKEN / / I I I I I I I \ \ \ \ \\ U'i \ / I�----- __------ // 1 \ \ \ \ \\ -t-:1 \ \ \ \ENZ"�iP�sT 0�! / ♦� l I I I I I I \ `\ `\ \ \ - J / ) - - - - - t BORROW OR WASTE ACTIVITY WILL CONSTITUTE AS LAND -DISTURBING \ \ \ \ • \ _ '��'� 11 / / / I I I I ` \ \ \ \ \ / / ACTIVITY. IF BORROW OR WASTE ACTIVITY IS NOT CONDUCTED BY THE \ \\ \\ \\ _ _ _ X- 2 \ \/ /' / / �• / j I I I \ ` \ \ I // / / / SAME PERSON, THEN THEY WILL BE CONSIDERED SEPARATE \ _ _ >>4 1-1 A* I I I \ \ \ \ - J / / LAND -DISTURBING ACTIVITIES \ t r h " \ / 1-1 / ,46 LIM I \ \ \ \ \ \ \ / EXIS�N� P 30' 60' 120' \ ` _ v ,�1 :.. ;'�.._o - _ / \ O \ \ \ \ \ \ \ 1 - - ARKING 0 15 \ \ - - x N _ - - �' - - - 80 - - - �.1 \' .'o ��:�% ;:o .. 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CRAWFORD PL BOOK 181 PAGE 32 9701-24-7692 \ \ \ n c j/ � adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1 920 www. adwarch itects. co m 4M�OOO Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester NC 28748 EPSC PHASE 2 DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: AT DESCRIPTION: 1 9- - 19 EPSC SEQUENCE NOTES 2 9-4-2019 SOIL STOCK PILE 3 9-4-2019 LIMITS OF DISTURBANCE THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C501 PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal Inspection records must include: business hours) (1) Rain gauge Daily Daily rainfall amounts. maintained in If no daily rain gauge observations are made during weekend or good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (and this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outfalls (SDOs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of stormwater pollution such as oil event > 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division 24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit. (6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Item to Document Documentation Requirements (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy and does not significantly deviate from the of the approved E&SC plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC plan. E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC plan or complete, date and sign an inspection plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC measures. plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G. ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment • Within 24 hours, an oral or electronic notification. deposition in a • Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. • If the stream is named on the NC 303(d) list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and • Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated • Within 24 hours, an oral or electronic notification. bypasses [40 CFR • Within 7 calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e) Noncompliance • Within 24 hours, an oral or electronic notification. with the conditions • Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6). • Division staff may waive the requirement for a written report on a case -by -case basis. NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING v V) 0, U v J U DD 0 EFFECTIVE: 04/01/19 adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m 4M�OOO Mattern & Craig ENGINEERS•SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 ca.Rro ,.� ��� ..... ate.,, �o.�oFEss- - fS L FNG INS �`: 17 -., vq 08 D. � EPSC SELF INSPECTION, RECORD KEEPING AND REPORTING DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C502 CONCRETE WASHOUT STRUCTURE WITH LINER O C O SANDBAGS (TYP.) 0 ol OR STAPLES 10 MIL 1�1 LINING C SANDBAGS (TYP.) O SIDE SLOP OR STAPLES > 0 < \sl 0 CTYP. A- O 0 A 0 O I �xa A CLEARLY MARKED SIGNAGE SECTION A - A CONCRETE NOTING DEVICE (18''X24'' MIN.) WASHOUT NOTES' 1, ACTUAL LOCATION DETERMINED IN FIELD 2, THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. PLAN 3,CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE 9" min � M1-``y}}----------------- { r , 12" of NCDOT #5 or #57 washed stone Class B Ripr Filter Cloth Plan View —1.5' i�tN ' IL 4F 4' to 6' 4 Filter Cloth 2' max, at center 4 INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (j INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHALLEN VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION, HIGH COHESIVE & LOW FILTRATIO SOIL BERM 10'-01' MI I i aFo, CONCRETE WASHOUT Val SANDBAGS (TYP.) OR STAPLES CLEARLY MARKED SIGNAGE NOTING DEVICE (18'YX24'' MIN.) PLAN 10 MIL PLASTIC 6UNINEDE SLOP i (TYP.) .I sx I SANDBAGS (TYP.) OR STAPLES HIGH COHESIVE & LOW FILTRATION SOIL BERM NOTESi 1, ACTUAL LOCATION DETERMINED IN FIELD 2, THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3,CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL FOUND LEVEL AND APPROPRIATELY STABILIZE IT. ALL TEMPORARY DIVERSIONS WILL BE LINED WITH EURONET 0575 LINING OR AN APPROVED EQUIVALENT TEMPORARY DIVERSION adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m 4M�060 Mattern & Craig ENGINEERS•SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 ,, H CAR AL � •�aFESSI •'••.9 ' 47 EPSC DETAILS DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C503 0 �m H � H z >Cn00 Do_1M)Cn Im- I z = D =0DDM z =v)=oo z 0rm 0OH C')DDD Cf) H O _4 Z mr H O D < z 0 D N � f-I � ro � D -n m z Z 0 0 m m0 _ SHEET 1 OF 1 1605.01 TOP AND BOTTOM S SHALL BE 10 GAUG 8' MAX. WITH WIRE (6' MAX. WITHOUT WIRE) 11LIfl/'111VIV VILVI LAIlLL USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. USE FILTRATION GEOTEXTILE A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRE AS DIRECTED. PROVIDE 5'-0" STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE. FOR MECHANICAL SLICING METHOD INSTALLATION, GEOTEXTILE SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE. FILTRAT IN. 4„ STEEL POST - 2'-0" DEPTH I I EXTENSION OF GEOTEXTILE AND WIRE INTO TRENCH z o U) } << HCt�U LL J 00�= mz W 0- 'm <UI. Or0-I �=~zLu cnHLLOJ 00U) 1 IL L1 0 0 o W LL C� Z z LU LL < o ~ J 0 � m N < 0 � z C <Q U C = O u) d H LU z L11 SHEET 1 OF 1 1605.01 0 z om o} _ z _ _ _ 1g" EXISTING < F- D H 0 _ aT_IIIIITII =III-_ _ MIN.) GROUND z cc = U r 0 -T1 Cn =1I Y II=1I I� LL J O H Hz==� , r = f 111 BACKFILL 00co _ _ D D m , �� \/ // A f III 6„ w <<0 _ �770 III %r F- _^(� �I (MIN.) <U CLOH = O— z H r -Ti -III Ti- 30' ,/ STAPLES ON H= z w O O TI iln - H 1' CENTERS O LL 0 _J 0 7CJ III II 10 / I Cc0H< _ z m=1 -11= 4° / Q IN TRENCH 0 cA D II -III II 1 I-11 O D D II=III 5� z H 1 I �10" III II N d . . (n H I I-L- 4' II III= -III II -III T LU O Z 1 IITI�fI- III=III N lT=r- � � � r O 6" MIN L L=L=I III ac 6" III -III STAPLE -II ` IIIIIIIIIIIIIII CHECK u=1i1-1i1- MATTING SHALL BE STAPLES ON MATTING IN DITCHES PLACED IN TRENCH V CENTERS AND BACKFILLED IN TRENCH m DIAGRAM OA = D Lo -III-III= z I�1-1�1-1�I-----_—_—_— - o Staple Check Pattern Q Am J N z �10" 10„� 4 o a Zo If l off D m N o 0 fZ-I D 0 4°' 30, z r D B SC heck " Cn F D _ __ _ _� Staple 4 H 4 co H c T 0 DIAGRAM 0 � a Z 0 MATTING ON SLOPES D AG RAM OB w NOTES: THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION. STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH. SHEET 1 OF 1 SHEET 1 OF 1 1631 .01 NOT TO SCALE 1631 .01 6 3' x�Staple �( N x 0 �m H � H z 70�00 DoT1Cn m z -1 = D =0DDM .. z =(no0 z H a r m 0OH nDDD H Cn z L7 < m mz ^r � O Z N D � z a0 p C D n m N o z� m z Z 0 T Z m 1607.01 z o � F- } < < 0 0 U NOTES 00co � °C z 0 0 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. � = ~ z w 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION Cl) �LL0_J BY ALL CONSTRUCTION VEHICLES. 0 0c~n 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT z '-' TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. r o PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. o 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE T CLEANED UP IMMEDIATELY. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO V BE DETERMINED BY THE ENGINEER. 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED 0 Z BY THE ENGINEER. 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES F- FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. z Z H W < = O 0 f-I 0 m V o ZD C z < N Z = O co C� J J LU w > a NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE 1607.01I mm 4 X D z o� o} IH�Z �� Q<< . DH ° ° z�= r0nx� G HOC3V L�z� D )��° 0�° ooC=z cc -zDI11° 0�° ��<0= =BOO < H z m-------- n °=~zw EOM CnF-LL CC H c��DD D Oovicc 10, Z HCn CL O° LL1C1 ti 0 ------- NOTE : 4 X D N C FOR CALCULATION PURPOSES H ~ _ _ _ _ _ _ _ _ CLASS 'B' RIP RAP = 100 LBS./FT3 W C ° CLASS I RIP RAP = 105 LBS./FT3 F m cy�c 0 ° 0 �1 z )U° ° �0 2 X D O O m� 0� ° 0�° �° 0 cn 00 ILL. D Z a z PLAN Cr a > D — SLOPE 1 %2 : 1 OR FLATTER �� d q D � z H 0 1 2 c= � m „ T PLAN J °G c� O C �° LL FILTER FABRIC w r SECTION A -A C N PIPE OUTLET WITH DITCH H= RIP RAP TO TOP OF PIPE (MAX. H = D + T) FILTER FABRIC T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B SHEET 1 OF 1 T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SHEET 1 OF 1 876.02 PIPE OUTLET WITHOUT DITCH 876.02 DI'',,'I LION OF HIGH`v'�;'��,Y STATE OF NORTH CAROLIN�, SOIL STABILIZATION TIM FRAM S SITE DESCRIPTION STABILIZATION TIME TNEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10 OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m 4m�wmo Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Station 1563 Alexander Rd. Leicester, NC 28748 ```,,111111/III �N CARp FESS/0 ' .• E _ 1 FNGII.d��'l7 ',''�• K11 1 D•, 1 v�\```� EPSC DETAILS DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C504 OUTLET W/DITCH OUTLET W/0 DITCH D CLASS 'B' RIP RAP CLASS I RIP RAP CLASS 'B' RIP RAP CLASS I RIP RAP TONS FILTER Fa�.�ylo S.Y. TONS F I LTER F.S yxo TONS F I LTER Fss Vlo S.Y. TONS FILTER FSB VIc 12" 2 5 5 2 5 1 4 2 1 4 15" 2 7 7 3 7 1 5 3 2 6 18" 3 10 9 4 10 2 7 4 2 8 24" 5 14 15 7 15 3 11 7 4 12 30" 8 21 21 11 22 5 16 11 7 17 36" 11 28 29 15 30 7 22 16 10 23 42" 15 37 39 20 39 10 28 22 13 30 48" - - 49 26 50 - - 28 17 38 54" - - 60 33 62 - - 36 21 47 60" - - 73 40 75 - - 44 26 56 66" - - 87 48 89 - - 54 32 67 72" - - 102 57 104 - - 64 38 78 Temporary Seeding Recommendations for Late Winter and Early Spring Species Rate (lb/acre) Rye (grain) 120 Annual lespedeza (Kobe in Piedmont and Coastal Plain, Korean in Mountains) 50 Omit annual lespedeza when duration of temporary cover is not to extend beyond June. Seeding dates Mountains —Above 2500 feet: Feb. 15 - May 15 Below 2500 feet: Feb. 1- May 1 Piedmont —Jan. 1 - May 1 Coastal Plain —Dec. 1 -Apr. 15 Soil amendments Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer. Mulch Apply 4,000 Nacre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. HERBACEOUS PLANTS -Seeding recommendations for immediate stabilization/nurse crops (2 to 5 weeks for development; effectiveness goal: 6 months to 1 year stabilization) NURSE CROP SPECIES 1CillpV101 y %lut; 1111IJ. Recommendations for Summer Table 6.11.a Optimal Planting Dates Common Name Botanical Name Native 1 Introduced Seeding Rates Ibslacre Fertilization/ limestone Ibs/acre Mountains Piedmont coastal Plains Sun/Shade tolerant Wetlands Riparian Buffers Invasive Yes or No Installation / Maintenance Considerations Other information, commentary Rye Grain Secale cereale 1 40 Ibs By soil test 11/1 - 4130 8115 - 4/15 8115 - 4/15 Sun Yes Yes No Must be mown to reduce competitiveness with permanent or long term vegetation Wheat Triticum aestivum 1 30 Ibs By soil test 11/1 - 4130 8/15 - 5/15 8/15 - 4/15 Sun Yes Yes No Must be mown to reduce Not water tolerant. May be used competitiveness with in wetlands that are not permanent or long term continuously saturated. vegetation German Millet Setaria italica 1 10 Ibs By soil test 5/11 - 9130 5/15 - 8/15 4115 - 8/15 Sun Yes Yes No Crop should be cut 1 disc Not water tolerant. May be used prior to planting primary or in wetlands that are not long term vegetation continuously saturated. Browntop Millet Urochloa ramosa 1 10 Ibs By soil test 5/11 - 9130 5/15 - 8/15 4115 - 8/15 Sun Yes Yes No Crop should be cut 1 disc Not water tolerant. May be used prior to planting primary or in wetlands that are not long term vegetation continuously saturated. Sudangrass (hybrids) Sorghum saccharatum 1 15 Ibs By soil test NR NR 4115 - 8/15 Sun No No Yes Crop should be cut 1 disc Use only where plants and seed S. bicolor ssp.Drummondi prior to planting primary or can be contained and controlled. long term vegetation Kobe Lespedeza Kummerowia striata v. kobe 1 10 Ibs By soil test 5/1-9/1 5/1-9/1 5/1 - 9/1 Sun No No No Consult qualified Use in Coastal Plain horticulturalist or extension agent for over -seeding with primary cover Korean Lespedeza Kummerowia stipulacea 1 10 Ibs By soil test 5/1-9/1 5/1-9/1 5/1 - 9/1 Sun No No No Consult qualified Use in Piedmont and horticulturalist or extension Mountains, May become agent for over -seeding invasive with primary cover �7F]CVIC7 German millet r%0LC 40 In the Piedmont and Mountains, a small -stemmed Sudangrass may be substituted at a rate of 50 lb/acre. Seeding dates Mountains —May 15 -Aug. 15 Piedmont --May 1 -Aug. 15 Coastal Plain —Apr. 15 -Aug. 15 Soil amendments Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer. Mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage. TEMPORARY SEEDING Temporary Seeding Recommendations for Fall Species Rye (grain) Rate (lb/acre) 120 Seeding dates Mountains —Aug. 15 - Dec. 15 Coastal Plain and Piedmont —Aug. 15 - Dec. 30 Soil amendments Follow soil tests or apply 2,000 lb/acre ground agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer. Mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. Maintenance Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March. If it is necessary to extent temporary cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in late February or early March. HERBACEOUS PLANTS -Seeding recommendations for primary stabilization Successful development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program) NON-NATIVE SPECIES Table 6.11.b Optimal Planting Dates Common Name Botanical Name 1 Cultivar Native 1 _Introduced Broadcast Seeding Rates Ibs/acre Fertilization/ limestone Ibs/acre Mountains Piedmont Coastal Plains Sun/Shade tolerant Wetlands Riparian Buffers Invasive Yes or No Installation 1 Maintenance Considerations Other information, commentary Sericea Lespedeza Crown Vetch Centipede Grass KY 31 Tall Fescue KY Blue Grass Lespedeza cuneata 1 Dumont' Securigera varia 1 (Coronille varia) Eremochloa ophiuroii 1 Schedonorus phoeni I (Festuca arundinacea) Poa pratensis I 15 Ibs By soil test By soil test 911 -6/1 3115-4130 911 -5/1 NR 10/1-4/1 NR 9/1 -5/1 9130 - 3/15 NR Sun Sun Sun Sun 1 mod. Shade Sun NR NR NR NR NR NR NR NR NR NR Yes Yes No Yes Yes Responds well to controlled burns Highly competitive, not recommended unless an acceptable alternative is not available. Significant maintenance may be required to obtain desired cover If utilized, it is imperative that maintenance includes a containment plan If utilized, it is imperative that maintenance includes a containment plan Not recommended for slopes greater than 5% If utilized, it is imperative that maintenance includes Severe Threat Invasive species Prefers neutral soils Does not tolerate high traffic. Acceptable for sodding Acceptable for sodding Prefers neutral soils, highly competitive, not recommended unless an acceptable alternative is not available. Acceptable for sodding Low growing, bunch grass Extremely aggressive, not recommended and should be 15 Ibs Eastern only 9/1-4/15 NR 5 Ibs 10 lbs. for road 100 lbs 15 Ibs By soil test shoulders By soil test By soil test NR 8/15-5/1 8/15-5/1 Hard Fescue Festuca brevipila 1 15 Ibs By soil test 8/1-6/1 NR NR Shade NR NR No (Festuca longifolia) Bermuda Grass Cynodon dactylon I 25 Ibs By soil test NR 4115-6130 4115-6130 Sun NR NR Yes a containment plan _ avoided unless an acceptable alternative is not available. May be sodded or sprigged PERMANENT SEEDING adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m Mattern & Craig ENGINEERS•SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 H CAR SSI AL ..� - F c D GIN`, EPSC DETAILS DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: 2 9-4-2019 PER NCDEQ THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C505 PROPOSED WELL LOCATION WELL GRAVEL ACCESS ROAD ±1,193 SF SEE ARCHITECTURAL FOR DUMPSTER(S) ENCLOSURE DETAILS x PLAT BOOK 56 PAGE 84 \ 9701-25-3161 EX 1 /2" REBAR ON LINE x /x N5126 � x� PROPOSED PARKING f 5, 315 SF r i �� x : 35°01 41 W .. i 5 R5 0 3.16 FE�: �: �f21 / TYP PARKING STALLS ,1 O'X20' (TYP) NCDOT STD 2'-6" CURB AND GUTTER PER DTL 846.01 EX 1-1 /2" OTP } E � N13°03'32"E � /8" REBAR 34.96' o WITH CAP 0 N o � �Av/ � \ v UTILITY POLE W/ GUY SHED �s 6 �s sue. a DOWS \ D 0� + w N OF + t= 669 0 205 EX 5/8" REBAR WITH CAP Nco T z N20°25'51 "E 10.20 ACRES± (444,291 SQ. FT±) BEING THE PROPERTY DESCRIBED IN DEED BOOK 4848 PAGE 1227 AND PLAT BOOK 128 PAGE 113 PIN # 9701-24-3454 >- / 116.97' o E 191 0 UTILITY POLE co W/ GUY w w Cn Q> E CL 0 Q> co Q> U J r— N col "' PC EX 5/8" REBAR WITH CAP N11°01'41"W 77.99'(TOTAL) I 1-11 PROPOSED 24' ROADWAY ±24,618 SF t 201 LF OF SANITARY SEWER I AT7RAI t 300 LF OF 3 PHASE OVERHEAD ELECTRIC SEPTIC SYSTEM IS CONCEPTUAL , AWAITING BUNCOMBE COUNTY FOR ADDITIONAL INFORMATION + /S' K. SLUDER + DEED BOOK 5048 PAGE 1572 9701-24-5147 00 h• 4i + �° 1p CD t115LFOF T UNDERGROUND 24' ELECTRIC I 2000 GAL SEPTIC TANK PROPOSED SEPTIC SYSTEM AREA +EX 1 /2" X///REBAR Zc +��GEARLEEN E. BROWN EED BOOK 1488 PAGE 63 9701-24-6381 3w��� \ EXISTING \ 5/8" REBAR EX FENCE I POST x x x� \w o oX 60 0 6co , r V) x x BUNCOMBE C TY DEED BOOK 2278 GE 156 TRACT 9701-24— 5 we<< SEPTIC TANK \ / APPROXIMATED \ LOCATION EXISTING E%NNOMBE COUNTY LIBRARY y COUNTY COVERED WALKWAY EXISTING PARKING ASPHALT PARKING r BUNCOMBE COUNTY DEED BOOK 2278 PAGE 156 HATCH LEGEND STANDARD DUN PAVEMENT HEAVY DUN PAVEMENT HEAVY DUN CONCRETE CONCRETE SIDEWALK GRAVEL BUNCOMBE COUNTY TRACT 1 DEED BOOK 2278 PAGE 156 9701-34-0916 R15' \ TRACT 2 9701-24-7985 / lz'D, PROPOSED x \ R25 F PARKING 0�p,� t4,925 SF 50 R.O.W. x +, / 24' EX 1 /2" REBAR \ / BUNCOMBE COUNTY / \ \ / CHRISTOPHER SMITH AND MARGARET E. CRAWFORD PLAT BOOK 181 PAGE 32 9701-24-7692 GEORGE W. SHELTON AND WIFE PATRICIA LYNNE SHELTON DEED BOOK 4295 PAGE 1094 PLAT BOOK 121 PAGE 40 TRACT 2 9701-24-7510 EX AXLE + �Q:- = o Qco Q Q 2Q 0 15' 30' 60' 120' SCALE: 1" = 30'-0" DEED BOOK 4556 PAGE 813 \ \ PLAT BOOK 81 PAGr14 \ \ TRACT 1 ) \ 9701-24-9828 / \ I ±195 LF OF ( RUTH ELMIRA SLUDER J RETAINING WALL \/ DEED BOOK 1368 PAGE 293 PLAT BOOK 81 PAGE 114 TRACT 2 / 9701-34-0804 �3 DEBRA E. HYATT DEED BOOK 2863 PAGE 175 9701-24-9704 EX 1 /2" REBAR WITH CAP UTILITY NOTES: 1) THE LOCATION OF EXISTING UTILITIES, INCLUDING UNDERGROUND UTILITIES, IS INDICATED ON THE DRAWINGS INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME OF THE PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT SUCH UTILITIES ARE IN THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST, OR THAT OTHER UTILITIES ARE NOT WITHIN THE AREA OF OPERATIONS. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PAY FOR ANY DAMAGE TO AND FOR ANY MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CITY OR COUNTY AND NORTH CAROLINA 811 UNDERGROUND UTILITY NOTIFICATION CENTER (811 IN TN OR (800) 351-1111) AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION. www.NC81l.com 2) THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING TO PROTECT EXISTING STRUCTURES AND UTILITIES. 3) SEWER LATERAL SHALL BE SCH 40 PVC, SDR 35 OR DUCTILE IRON. 4) SANITARY SEWER LATERAL SHALL BE INSTALLED AT 1 /4":1' SLOPE (MINIMUM) FROM POINT OF CONNECTION TO BUILDING TO SEPTIC SYSTEM. CONTRACTOR TO CONFIRM INVERT OF EXISTING MAIN OR LATERAL PRIOR TO INSTALLATION OF LATERAL. 5) WATER SERVICE PIPES SHALL BE SCH 40 PVC. 6) DOMESTIC WATER SERVICE BACKFLOW PREVENTION SHALL BE INSTALLED WITHIN BUILDING. SEE PLUMBING PLANS FOR DETAIL. 7) CONTRACTOR TO COORDINATE WITH LOCAL UTILITIES FOR WATER AND SEWER TAPS AND PAY ALL ASSOCIATED FEES. 8) A MINIMUM COVER OF THREE (3) FEET IS REQUIRED OVER PROPOSED WATER AND SEWER LINES. 9) MAINTAIN MIN. 18" VERTICAL CLEARANCE BETWEEN CROSSING SANITARY AND WATER UTILITIES, PROVIDE A MIN. 12" VERTICAL CLEARANCE BETWEEN ALL OTHER UTILITY CROSSINGS. 10) CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY FOR SETTING OF NEW POLES AND 3 PHASE POWER TO BE RAN TO THE NEW BUILDING. 11) THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION OF UTILITY SERVICE CONNECTIONS. 12) SEE SHEET C6.1 FOR UTILITY DETAILS. 13) BRING TELEPHONE SERVICE TO BUILDING WITH OVER HEAD ELECTRICAL 14) LANDSCAPE CONTRACTOR TO PROVIDE CONTINUATION OF IRRIGATION LINE. SEPTIC SYSTEM INSTALLATION NOTES: 1. THE SEPTIC CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE SEPTIC SYSTEM CONSISTING OF A SEPTIC TANK, DISTRIBUTION BOX, AND SUBSURFACE ABSORPTION FIELD IN ACCORDANCE WITH SHOP DRAWINGS SUBMITTED TO AND APPROVED BY THE ENGINEER. 2. THE SYSTEM SHALL BE CONSTRUCTED IN INSITU MATERIAL AT THE APPROVED DRAIN FIELD LOCATION SHOWN ON THE PLANS IN ACCORDANCE WITH BUNCOMBE COUNTY 0400-48-01 REGULATIONS TO GOVERN SUBSURFACE SEWAGE DISPOSAL SYSTEMS. 3. THE SEPTIC CONTRACTOR SHALL SECURE BUNCOMBE COUNTY APPROVAL BY APPLICATION OR REAPPLICATION OF A BUNCOMBE COUNTY SEPTIC SYSTEM CONSTRUCTION PERMIT AND COORDINATE ALL NECESSARY BUNCOMBE COUNTY INSPECTIONS UP TO FINAL STATE APPROVAL OF THE SYSTEM AND COUNTY ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 4. ALL MATERIALS FURNISHED, ASSEMBLED, FABRICATED OR INSTALLED SHALL BE NEW, CORROSION RESISTANT AND IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. SEPTIC TANK SHALL BE FABRICATED TO THE DIMENSIONS SHOWN ON THE PLANS. THE SEPTIC TANK SHALL INCLUDE INLET AND OUTLET BAFFLES, SANITARY TEES, OR OTHER DEVICES TO PREVENT PASSAGE OF FLOATING SOLIDS AND MINIMIZE DISTURBANCE OF SETTLED SLUDGE AND FLOATING SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. BAFFLES SHALL BE CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO CORROSION, DECAY OR CRACKING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPEC. 5. THE SEPTIC TANK AND ROOF SHALL BE PRECAST CONCRETE AND WATERTIGHT. ALL ACCESS MANHOLE RISER SECTIONS, FRAME AND COVERS SHALL BE SET SO THE TOP OF THE COVER SHALL BE AT THE FINISHED GRADE, UNLESS SPECIFIED OR INDICATED OTHERWISE. 6. THE SEPTIC TANK SHALL CONFORM TO ALL DESIGN, CONSTRUCTION AND INSTALLATION CRITERIA SET FORTH IN NCDEQ RULE 15A NCAC 18A .1900. ALL PIPE AND FITTING MATERIALS SHALL BE PVC AND HAVE A MINIMUM EQUIVALENT STRENGTH OF SCHEDULE 40. ALL FITTINGS SHALL BE PRESSURE FITTINGS. ALL CONNECTIONS SHALL BE ADEQUATELY CLEANED WITH CLEANING SOLVENT AND GLUED WITH PVC SOLVENT CEMENT. THE GATE OR GLOBE VALVE(S) AND CHECK VALVE SHALL BE EITHER BRONZE OR PVC. DAILY FLOW = 1200 GPD SEPTIC TANK SIZE= 2000 GAL TOTAL CHAMBER FIELD LINE LENGTH=XXX LF TOTAL PRIMARY DRAIN FIELD AREA=6864 SF adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704.379.1920 www.adwarchitects.com ZVMattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 UTILITY PLAN DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: 2 9-4-2019 PER NCDEQ THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C600 STANDARD METAL VALVE 18" 0 CONC. COVER WITH "SEWER" COLLAR, 6" STAMPED ON COVER THICK FINISH GRADE N z a J cn a w z STONE FILL THREADED z 4" THICK CLEAN —OUT N PLUG z 3 w 4" 45' WYE OR b 45' BEND AS 4" 45' BEND I O REQUIRED BY SITE PLAN O U) FLOW TO MH NOTES: 1. CLEAN -OUT PIPE AND FITTINGS SHALL BE THE SAME DIAMETER AND MATERIAL AS THE SERVICE LATERAL. 2. PROVIDE CLEAN -OUTS WHERE INDICATED ON THE PLANS. 3. D.I.P. CLEAN -OUTS SHALL HAVE BRONZE -THREADED CLEAN -OUT PLUG. 4. WHERE CLEAN -OUTS ARE INSTALLED ON PIPING UNDER PRESSURE, ALL JOINTS SHALL HAVE RETAINER GLANDS OR OTHER APPROVED METHOD OF RESTRAINT. ALL RISER PIPE, FITTINGS AND CLEAN -OUT PLUG SHALL BE WATERTIGHT AND RATED FOR THE PRESSURES PRESENT AT THE PARTICULAR POINT OF INSTALLATION. SANITARY SEWER SERVICE LATERAL CLEAN -OUT NOT TO SCALE NOTE: SDR 35 LATERAL PIPE SHALL BE BEDDED TO THE TOP OF THE PIPE WITH VDOT #57 STONE SCHED 40 SHALL NOT BE BEDDED. FINISHED GRADE i� WYE—TEE BEDDING STONE MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 1 /4" PER FOOT SERVICE LINE 4" MINIMUM (SEE SPECIFICATION) IN LINE WYE—TEE PROTECTIVE CONCRETE ,RING AT FINISHED GRADE PLUG i SEWER LATERAL CONNECTION NOT TO SCALE n w T 0 a> a� co co a> U J r- N 00 M PLUG PRIOR TO SERVICE TIE IN PROPERTY LINE OR EASEMENT LINE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION. a 8" 8" EXISTING GRADE 'r FINAL BACKFILL • 1 COMPACTEDINITIAL BACKFILL (6" . HAND O. APPROVED MECHANICAL TAMPER �1 IMPROVED BEDDING '. 1i; M�w ►��i������ i� i ►�i�i�ww, RR'TRENCH STABILIZATION MATERIAL WHEN REQUIRED DIMENSION "B" 4" TYPICAL 6" IF ROCK IN BOTTOM OF TRENCH SEE SPECIFICATIONS DIMENSION "C" 1/4 OD TRENCH INSTALLATION FOR PRESSURE PIPE (NOT BEDDED. NOT TO SCALE SEE SPECS FOR SPECIAL REQUIREMENTS UNDER PAVED AREAS PAVEMENT SUBGRADE z M EXISTING GRADE REMAINING BACKFILL (SEE SPECS) 2 [A � � P � (S EINITIASPECS)FILL IMPROVED BEDDING (SEE SPECS) FOUNDATION SHALL TRENCH STABILIZATION BE REQUIRED WHEN MATERIAL SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTES: THE MAXIMUM TRENCH WIDTH (OD+2A) SHALL BE MEASURED FROM THE PIPE INVERT TO ONE FOOT ABOVE THE TOP OF PIPE. DIMENSION "A" SHALL BE 12" WHEN TRENCH IS 10 FEET OR LESS DEEP FROM INVERT OF PIPE, AND 18" WHEN TRENCH IS GREATER THAN 10 FEET DEEP. DIMENSION "B" 4" TYPICAL OR 6" IF ROCK IN BOTTOM OF TRENCH SEE SPECIFICATIONS. PATCH EXISTING PAVEMENT WITH LIKE MATERIAL WITHIN ALLOWANCE. TRENCH DETAILS FOR GRAVITY PIPES NOT TO SCALE adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 �N CARp _. L = NG. v4008, . D. • G��� UTILITY DETAILS DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C601 L = 80.00 K = 5.93 �I^ L = 80.00 K = 24.31 L = 30.00 K = 8.55 L = 50.00 K = 36.58 L = 80.00 K = 34.29 N ui 4 O O N O Cif O M to 00 to r� to r- (V N + O 00 O O to O N � N to N n oo r7 �_ cli II N (fl M + (fl N + N + N + N + N + M II N N cfl n I II II II II II 2200 �� l- ``J Q II > II N + II ¢ > II ¢ > W II a II II � II rn a0 2200 rn �; II W Q Q ¢ �N 0_ ' U W(n N > II OO N N Nr7 N N N �Lo II II > > w < �� > > r-� > U > > +N Q J > N O N ' � N > ' ' ON 2190 n W a '> III II II II > 2190 O O 2 O O O QJ �W O aW O M O O O FW N0_ O O � O OO N + + O O 000 N O_ O N a 0 0 00 ' p 2 O� O 000 O O ON N N O O �_ = O 2 + 00 + _ + N ff 2180 + C7 CU CM Q) O O + cD N � OO N + N N + N 2180 N eq N N N LP M N N If 3.89% ' .6 - - ° - % 5 -1.6 %� _ 1.00% -1.33% _ 2170 \ •37 2170 L =160.00 L 80.00 L 50.0 K 12.95 25.32 K 12.413 2160 N o 2160 O to 0+0 N Ln Cn � - N rO � n o n M II I II <> IICD 00� 2150 � n U) �C1L4On o No � . 00 2150 10+00 10+50 11+00 II II 11+50 "' N 12+00- N 12+50 13+00 1 �0 14+00 14+50 15+00 15+50 + 16+00 O + 16+� �_ �0 L 17+� F- + 00 �_ rt18+00 18+50 �� 19+00 N + N 19 �_ 20+00 + 50 a LO �_ 21+00 N 21+50 22+00 22+50 23+00 II II II II N N N Q+, N CN N N N < �� N N N N N II II II O_ O_ cnw �� U) W a> II Q> II Q> <> a><> Q> Q> II J Q> N W J Q> J >> N W N W U)W N W U) W U) W U) W N W N W >> 0_ 0_ > > U (n _ W _ U O_ U - CL 0_ O_ O_ CL O_ U U a- U 0_ > U 0_ > 0_ > 0_ > 0_ a- O_ > O_ > O_ > O_ > O_ > O_ > > > > > > > > > > > > > > > ROADWAY PROFILE ROADWAY ALIGNMENT C4 188.00 90.74 S62° 13' 52.51 "W (902683.44,714759.86) (902603.92,714717.99) C5 188.04 0.02 S48° 25' 05.43"W (902603.92,714717.99) (902603.91,714717.98) C6 288.00 116.49 S60° 00' 12.09"W (902603.91,714717.98) (902503.70,714660.13) C7 288.00 47.20 S76° 17' 08.79"W (902424.78,714633.86) (902378.98,714622.69) C8 312.00 43.24 S77° 00' 37.58"W (902342.15,714616.84) (902300.05,714607.13) C9 72.00 111.28 N62° 41' 03.10"W (902300.05,714607.13) (902210.73,714653.26) C10 62.00 97.39 N26° 35' 30.65"E (902182.20,714738.97) (902221.45,714817.38) NOIlb00l 113M 03SOdOad m )' 60' 120' 30' - 0" adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m 4M�OOO Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 %.��, CA Roil', �olsssio tiI 0 L - '. LNG IN� . • 0 ; vq ROADWAY PROFILE DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: 2 9-4-2019 PER NCDEQ THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C700 \ \ \ \ \ \ \ \ 2190 _ C r [" o CD U/LO J \ \ 0 15' 30' 60' 120' SCALE: 1" = 30'-0" \ k -P \ A- \ I Ar \ (9 \ \ \ \ \ \ \ \ \ GENERAL NOTES — WALLS WALL ALIGNMENT 1 • REDI—ROCK (OR EQUAL) RETAINING WALL SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA. 2• BOTTOM OF WALL/FOUNDATION SHALL BE A MINIMUM OF 18" BELOW FINISHED GRADE. 2190 INSTALL 42"-45" HIGH FENCE. POST SPACING LESS ' OR EQUAL TO 8 . INSTAL PER MANUFACTURES SPECIFICATIONS. CD CD 3-LINE THAN FENCE CD Q02180 CDT- PROPOSED TOP OF C\lCD O GROUND WALL � LnO C\1 + � DO �, NLn + I— C" 1 Ln C� O Q0 O r� +I� Q0 � +I-- C"l C" l Q > Q > Cn LiJ 0� O + I� �C\l Q J Cn LLJ r4-)D CQ0C) + Q> � Cn N J LLJ C\1 > 2180 00 CD C+l < C�LLJ 2170 CD + O Q Cn PROPOSED GROUND CD I'--+ � N > LLJ � O Q Cn � C" l > LLJ � + O Q Cn N C" N > ICJ CD Q Cn C\l J LLJ Q � Cn C\l > LLJ Q C J LLJ Cn L�J PROPOSED GROUND EXISTING GROUND 2170 L 1 11 2160 EXISTING GROUND OM OF WALL 1 1 1 1 2160 -r T- ""111� PROPOSED GROUND ® BOT 10+00 10+50 11 +00 WALL PROFILE H.S.-1 "=10' V.S.-1 "=30' 11 +50 12+00 12+50 adwarchitects environmentsfor life architecture planning interiors 2815 COLISEUM CENTRE DRIVE SUITE 500 CHAR LOTTE,NORTH CAROLINA 28217 P704.379. 1 91 9 F704. 379. 1920 www. adwarch itects. co m Mattern & Craig ENGINEERS* SURVEYORS Leicester Volunteer Fire Department 1563 Alexander Rd. Leicester, NC 28748 WALL PROFILE DATE: 07-08-2019 PROJECT NO: 17052 REVISIONS NO: DATE: DESCRIPTION: 2 9-4-2019 PER NCDEQ THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS. PA. AND SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART. IT SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY OTHER COMPANIY OR AGENCY WITHOUT THE CONSENT IF ADW ARCHITECTS, PA. SHEET NUMBER C800